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Home My WebLink AboutNCC224176_Site Plan or Location Map (2)_20230111RIGHT OF WAY NOTES: 1) REIDSVILLE RD RIGHT OF WAY ACQUISITION IS NOT BEING DEDICATED. THIS ACQUISITION IS SHOWN FOR PLANNING REFERENCE WITH THE NCDOT ONLY. LOTS 12 THROUGH 2 WILL OWN THEIR PORTION OF LAND SHOWN AS "FUTURE R.O.W. ACQUISITION." 2) ACTUAL RIGHT OF WAY DEDICATION MAY VARY FROM WHAT IS SHOWN ON THIS PLAN. RIGHT OF WAY SHOWN GENERAL CONSTRUCTION NOTES: GRADING NOTES: ,4 487 1. IDENTIFICATION AND LOCATION OF ALL EXISTING UTILITIES IN LOTS 14-24, 26, 30-32 SHALL BE PAD GRADED. THE .11' \ AND NEAR THE AREAS OF PROPOSED WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. DAMAGE TO REMAINING HOUSES SHALL HAVE A CRAWL SPACE. SEE PLAN S54" 10 13 W FOR PAD ELEVATIONS. UTILITIES EITHER SHOWN OR NOT SHOWN ON THIS PLAN IS 4 uTURE R.o.w ) A V A THE CONTRACTOR'S RESPONSIBILITY. /r'i ACQUISITION: 9,608t SF \ V A 2. CONTRACTOR MUST CONTACT INC ONE -CALL, CITY OF / ��\ ,�, ) ) �� 118�8/7' WINSTON-SALEM, PUBLIC WORKS DEPARTMENT, AND OTHER OFF —SITE SEPTIC NOTES:N 1 �6' 05"W SERVICE PROVIDERS TO LOCATE ALL UTILITIES PRIOR TO �A� �P "\ ANY CONSTRUCTION OR EXCAVATION. LOTS 22 & 27-32 SHALL BE SERVED BY OFF -SITE SEPTIC. - 5 \ REPAIR SYSTEM LOCATIONS MAY ALSO BE LOCATED IN / i�� P Y ))) \ 3. UNDERGROUND LOCATION SURVEY INFORMATION REGARDING "OFF -SITE SEPTIC AREAS" EXISTING FEATURES WITHIN THE SITE HAS NOT BEEN FUTURE R.o.w w \ ACQUISITION: A PERFORMED. °i�i 12,174f SF X �A \ 4. CONTRACTOR TO SEED AND STABILIZE DISTURBED AREAS IN ACCORDANCE WITH SEEDING SPECIFICATIONS OF THE CITY FUTURE ACQUISITION: cUUI\ r OF WINSTON-SALEM/ NCDEQ. i 10,867t SIF z A N/F \ \ 3892 OLD FLAT ROCK RD 5. WORK WITHIN PUBLIC RIGHT OF WAY SHALL COMPLY WITH \ \ PIN: 6878-17-3501 NCDOT AND CITY OF WINSTON-SALEM TRAFFIC CONTROLi DB. 3238, PG. 3842 REQUIREMENTS. A SAFE CONDITION MUST BE PROVIDED AT �ii FUTURE R.O.W \/ �� A ZONING: AG ALL TIMES. ACQUISITION: A 10,84ot SE USE: VACANT 6. CONTRACTOR IS RESPONSIBLE FOR ANY REQUIRED UTILITY 1_6" FIRE HYDRANT RELOCATION. CONTRACTOR SHALL COORDINATE RELOCATION / �� / FUTURE R.O.W �5 / A �1X/ A \ 1-s" GATE VALVE AND INSTALLATION OF ALL UTILITY SERVICES WITH THE / /�� ACQUISITION / �� /� 1-6" x 6" HYDRANT TEE 12,539t SF APPROPRIATE UTILITY SERVICE PROVIDERS. �j , o / V / °' /i / 1-6" PLUG 7. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED �'��/ \ °o oo �"D �� ✓ l AND MAINTAINED PER THE LATEST STANDARDS OF THE LAND QUALITY SECTION OF NCDEQ. - ' /,j// FUTURE R.O.W / ACQUISITION: / / ✓98. 12,668t SF Ox� A / 8. CONTRACTOR SHALL MAINTAIN THE SITE IN AN ORDERLY / o \ \ \� FES-3o o �� MANNER SO THAT WORKMEN AND THE PUBLIC ARE O Y / �/ �� °� pO /� \ \ R3 E PROTECTED FROM INJURY. Cr A o� \ ,50�� , j A /�e o� 20 FUTURE R.O.W 9. BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY GREEN </ � �� ;' \ ACQUISITION: ; V \ \ c�F \ C �� MOUNTAIN ENGINEERING, PLLC ��`� ,< �� 11,850 -/^0 ' - - N� i �� ° �o A 10. WETLANDS DELINEATION PROVIDED BY PILOT GJ �/� FUTURE R.O.W 1-6" FIRE HYDRANT ENVIRONMENTAL, INC. ON MARCH 16 2021. Q i, ACQUISITION: \ - - �� i Q 979t SF 1-6" GATE VALVE �X/ �L 1-6" 6" HYDRANT TEE G Q UTURE R.O.W \ V ACQUISITION: EX FIRE irsra1 re�'rt, NC NAD83 NSRS 2011 GRAPHIC SCALE 100 200 ( IN FEET ) 1 Inch = 100 Feet VICINITY MAP N.T.S REVIEW INFORMATION I PROPERTY INFORMATION TYPE OF REVIEW: SPECIAL USE REZONING SITE PLAN AMENDMENT SPECIAL USE PERMIT (ELECTED BODY ONLY) FINAL DEVELOPMENT PLAN X PRELIMINARY SUBDIVISION PLANNING BOARD REVIEW JURISDICTION PIN #'S 6878=07-7067 TAX BLOCKS L0009M BL5223----------- ADDRESSES:3810 OLD FLATROCK ROAD------- �� - i � UTURE R.o.w ti�'�• \ \� ANDP STOP �� / \� - - o 6" PLUG X UNINCORPORATED � � � ,� � _ � � � CURRENT OWNER: / ACQUISITION: X/ r ,� BAR � � - � � � / WBY4, INC � -� � 8,s91t sF ) � \ � � \ 0,1 o i 40 PROPOSED BUILDING V A p, / // F - o� \ V A 7349 W. FRIENDLY AVE., STE.H END OF PROPOSED 6" WAS EXTRACTED FROM NCDOT PRELIMINARY PLAN 1 i R-2577B-"ROWJAN2029 CONSTRUCTION POST YEAR" DATED 03/04/2021; 9:40:29 AM `� FUTURE R.0 462.56' / : AcoUISIT10 S42' 23' 45"W� / TURE R.C.W i ACQUISITION: ENVELOPE (80'X60'� ° x \ �:�R35. ��,z / \� �� - � / WATER MAIN EXTENSION. PURPOSE STATEMENT: GREENSBORO, NC 27410 UNLESS OTHERWISE FUTURE R.O.W NOTED) A/ \ 6" X 6" VALVES �� "' / ass A V V / i THE PURPOSE OF THIS REQUEST ACQUISITION: \ ��Xi AND (2) 6" / \ • i IS FOR A SINGLE FAMILY RESIDENTIAL SUBDIVISION. 8,037t SF V �� V\ N . GATE VALVES �. � � .�� A � � - - - � � �;° a V 65'x60' PAD V A V O' ° �� ' \ �. 10'X70' / °� \ F� ✓ • ,yj �� \\cHT o ®x / ,o ��9 — /� � 111" GATE VAL1E T ZONING SITE SIZE AND COVERAGES 1O'X70' l / �S V 1 6" X 6" HYDRANT TEE \ TOTAL ACREAGE: ______ _____________ ,y \ �� / SIGHT A �� SF / �� /� - EXISTING ZONING: 8_a=2_-_-_- F ' \> Vnx� ti� �o \ eso %` \ �. A / SITE COVERAGES: o oQ' `o °�Q \ / / �� - ^j�� BUILDING TO LAND 7.99 % TYPE OF REVIEW: PRELIMINARY SUBDIVISION REVIEW ----------------- \ \ �,� ✓ - A �� . - A _ oe /� \Xi / /� �� PAVEMENT TO LAND � 4 ��% PROPOSED USES: < ��6s� / \�I o \ \, 0� 1� / / - OPEN SPACE _ 88.27 _%� SINGLE FAMILY RESIDENTIAL / \ PROPOSED TOTAL (100%) 1-6" FIRE HYDRANT \ 65'60/ V �� o�• / �j� �° / �' �(/� 6" DIWM 1-s" GATE vALVE x' / _ _ �� / ��,y / / BUILDING SQUARE FOOTAGE: 3 599 SQ. FT. DENSITY CALCULATIONS 1-6" X 6" HYDRANT TEE BUILDING 9� �tx / NEGATIVE v 4, 13,741t SIF i \ \� hL� o / / / x ENVELOPE / ° c�F V �T< \ �j� Y / // ACCESS T SPEED 3_3______ BUILDING HEIGHT: 40 FT. # OF UNITS OR LOTS _ EX. FIRE `' �� \ �/ - - ?� EASEMENT HYDRANT / A \ °��\ PROPOSED BUILDING / ° / 1� / / V \ s , \\Fq\ / t1 �/ Q LIMIT: 45 EXISTING BUILT UPON AREA:Ot SF DENSITY: 33 LOTS/ 34.1tAc. = 0.97 LOTS/Ac ENVELOPE (80'X60' ^O/ �°e s �o. �• ��o '�, SF2i� / �'� / �� A MPH PROPOSED BUILT UPON AREA. TBD UNLESS OTHERWISE /� / �. �% /��tir �< �°��' s�.� �� {NOTE: IF MORE THAN ONE TYPE OF RESIDENTIAL NOTED) / O `�� 2�j ? \ Y O� / / i �� N/F PRODUCT IS PROPOSED, PROVIDE THE NUMBER OF 6� / / X, / �� / / PROPOSED �� 3705 OLD FLAT ROCK RD BUFFER YARDS UNITS & DENSITY BROKEN DOWN BY TYPE.) / � � � �• F V � ENTRANCE SIGN o� ` �� & 25'x13' PIN: 6878262452 / / - - -� - _ �V \ \ / 5�^ / AF Xi EASEMENT 94� F \ / CJ DB. 00, PG. 00 AG r '2 \�'!,//�� / ��y� ZONING: AG ADJOINING ZONING:------------ INFRASTRUCTURE WATER x / / / / / / blX/ / \ j`' / /�� Q` V USE: SFD o / TYPE REQUIRED: NO 13UFFERYARD REQUIRED I �1s�1 z / /�� / _ SERVICES(TYP.) ti�oee�� A / / / a�� / ��' A �� \� / �/ �Q �0�,�, aQ / \� 5 .�� / 5 ' Ap V / �� WIDTH PROVIDED: _NON_ NON -APPLICABLE _ WATER: --- X --PUBLIC-------PRIVATE �� c /40 6 / ° e4 / ` - / F9 6 �' �/ '��'�,"� SEWER: ------- PUBLIC --- _--- PRIVATE 10'X70' SIGHT 1-6" FIRE HYDRANT / / / / �'F�F_ ^0� // DISTANCE TRIANGLE X i i 1-6" GATE VALVE �� / �/ / ' 431 ij / FOR IRRIGATION STREETS: ___PUBLIC_______PRIVATE / 1-6' X 6" HYDRANT TEE \ \ / 00� ��/ 40 LF OF 6" / / F 1-6" x 6" TEE � / 1-6" PLUG � \ — — — y \ v �� )N \ °4HASE1D & a�, �'�X/ / DIMENSIONAL REQUIREMENTS: RS-30 ^� 2- 6" GATE VALVES 6" PLUG �� / o� / CONCRETE PAD \ / NSF i L FOR CLUSTER BOX UNITS / \ \ �� D FLAT ROCK R �/� — — _ i 1o'x7o' SIGHT / WATER AND/OR SANITARY SEWER: MINIMUM ZONING LOT: IN: 6878-16-2510 BAR LAGER, CAROL & MA ON 20' OFF -SITE , DISTANCE AREA= 30,000t SF \ SEPTIC AREA 04. - O , B. 2955, PG. 2334 / i� �� 1. THE MOST CURRENT EDITION OF THE CITY OF WIDTH = 100' 552Q REIDS ILLE RD ACCESS o TRIANGLE ZONING: AG PIN,6878-06-0+9 - EASEMENT \ s� _ _ USE: VACAN\ DRAWIWINSTONGSSFORMWATERNL�NE ANAL \SANIATARYSSEWDERDLINEIL -ne. 32 �G. 3836 MINIMUM SETBACKS: � � o . NEGATIVE i - CONSTRUCTION WILL GOVERN ALL WATER 35' REAR SETBACK ZO ING: RS-20 \ V � OFF -SITE SEPTIC _ _ � ACCESS FRONT = 35' - i / �USFSFDj /\ / /39 240 SF S62 3 823. ��/ EASEMENT AND SANITARY SEWER CONSTRUCTION. REAR = 35' o o —950 1. WATER AND SEWER CONNECTIONS SHALL BE BESIDE EACH ONE SIDE = T Iz� OTHER AT THE CENTER OF EACH LOT OR AS DIRECTED BY COMBINED = 20' - Y -� 33• THE ENGINEER. CONNECTIONS ARE TO BE SPACED NOT STREET SIDE = 20, oz oz - - / / MORE THAN JO" CENTER TO CENTER AND HAVE WOODEN m' K. *ALL ITEMS IN LEGEND ARE PROPOSED / - / \ / \ / 30.55' STAKES PLACED ON EACH SIDE. STAKES SHOULD BE MAX IMPERVIOUS SURFACE AREA COVER (%): NO LIMIT mo Imo LEGEND* UNLESS OTHERWISE NOTED. / v FLAGGED OR PAINTED FOR VISIBILITY. ORANGE SAFETY om om CONSTRUCTION FENCING SHOULD BE PLACED AROUND THE MAXIMUM HEIGHT: 40' 8m pm DOMESTIC WATER SERVICE N / �N�F / - / I CAL -1 CONNECTIONS TO PROTECT THEM DURING LOT � BUILDING r-> - - - / N 8/�RRDVv, JIM Y 8c �HRISTINE \ / / / CONSTRUCTION ACTIVITIES. WATER AND SEWER GENERAL NOTES: 17 ENVELOPE' I z WATER VALVE \ , / / / CONNECTIONS SHALL NOT BE PLACED WITHIN A DRIVEWAY / O' q� .)3720 OLD F AT ROCK RD \ _0 0 / OR SIDEWALK. _ _ PIN)6878-06-7288 \ / 1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO ® EXISTING WATER VALVE - _ - N / D8./ 2115,G. 3664 // 2. DENSITY TESTS BY AN INDEPENDENT TESTING LAB ARE TO START OF CONSTRUCTION. 0 0 o FIRE HYDRANT ZONING.-G / BE MADE AS DIRECTED BY THE CITY INSPECTOR cmii vmi i _ - _ - / USE: SFD / AT THE OWNER'S EXPENSE. 2. ALL EROSION CONTROL DEVICES SHALL BE CONSTRUCTED AND MAINTAINED IN -OFF-SITE SEPTIC ACCORDANCE WITH THE MOST CURRENT STANDARDS OF THE LAND QUALITY SECTION 10' UnUTY v40,623 SF / A OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ^" - 35 FRON cK - - - EXISTING FIRE HYDRANT FINAL INSPECTION PROCEDURE: ENERGY, MINERAL & LAND RESOURCES. - W WATER MAIN , \� / / 1. OWNER SUBMITS RECORD DRAWINGS AND ENGINEER'S 3. STABILIZATION STONE UNDER PIPING TO BE PLACED AS REQUIRED BY CITY - - / CERTIFICATION TO THE ENGINEERING DIVISION'S RECORD INSPECTOR WHEN CONDITIONS WARRANT. DOMESTIC SEWER SERVICE \ S6 . / _NfF� / CENTER. �6 S-WA1M, TIMOTHY & P;NNI 4. AS A MINIMUM REQUIREMENT, ALL GRADED AREAS NOT UNDER PAVEMENT AND SEWER MAIN / 72 02,, - 3710 OLD -FLAT -ROCK RD _ - REMOVE EXISTING PLUG & / 2. UPON APPROVAL BY THE RECORD CENTER, OWNER MAY WITHIN THE RIGHT-OF-WAY AND/OR EASEMENTS SHALL BE PREPARED, FERTILIZED N/F _ - _ - �N: 6878-0� 6085 EXTEND 6" WATER MAIN / REQUEST FINAL INSPECTION FOR WATER AND/OR SANITARY AND LIMED, SEEDED, AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION LINVILLE, RICHARD -DB-2969, PG. 1119 _ - -- � / SEWER. OWNER SHALL THEN SUBMIT THE CONSTRUCTION AS FOLLOWS (APPLICATION RATE PER 1,000 SQUARE FEET): TYPE I SEEDING (LAWNS EXISTING SEWER MAIN 6321 VANCE RO ZONING: -AG- CHECKLIST FOR WATER AND OR SANITARY SEWER TO THE OR OTHER FOCAL AREAS 100 LBS. OF LIME 20 LBS. OF 10-20-20 OR 20 LBS. OF - - - - - - - - - - - - - EXISTING 6" PLUG ,/ / ) PIN: 6868-95-9446 - - - _ - - -USE: SFD (CONTRACTOR SHALL CITY INSPECTOR. 10-10-10 IN COMBINATION WITH 4 LBS OF 0-46-0 5 LBS. OF TALL FESCUE, NOTE: SANITARY SEWER MANHOLE OF. 00, PG. 00 / VERIFY DIAMETER PRIOR 1. BUILDING ENVELOPE DIMENSIONS WILL VARY WITH ZONING: RS-20 � _ _ -� TO ORDERING MATERIALS) CONTAINING A BLEND OF 2 OR MORE TALL FESCUES 1 LB. OF KENBLUE OR KENTUCKY USE: SFD RESIDENCE AND LOT WIDTH. BLUEGRASS 1 LB. OF WINTER ANNUAL RYE (NOVEMBER 1 TO MARCH 1) TYPE II EXISTING SANITARY SEWER MANHOLE / APPROVAL OF THESE WATER AND SANITARY SEWER \ 3 UTILITY DESIGN APPROVED SEEDING (GENERAL OR LOW MAINTENANCE AREAS) 100 LBS. OF LIME 15 LBS. OF 2. FRONT SETBACK MAY EXTEND BEYOND THE / PLANS DOES NOT CONSTITUTE APPROVAL FOR MINIMUM REQUIREMENTS, DEPENDING ON LOT 10-20-20 OR 15 LBS. OF 10-10-10 IN COMBINATION WITH 3 LBS. OF 0-46-0 4 EX. FIRE HYDRANT =/ CONSTRUCTION. APPROVAL OF CONSTRUCTION GRADE AND BUILDER/OWNER PREFERENCE. STORM DRAINAGE PIPE \ �/ LBS. OF TALL FESCUE, CONTAINING A BLEND OF 2 OR MORE TALL FESCUES 1 LB. OF MUST BE FORMAL WRITTEN AGREEMENT. FAILURE EXISTING STORM DRAINAGE PIPE HATCHING LEGEND / TO OBTAIN SUCH AGREEMENT PRIOR TO SERICEA LESPEDEZA (USE UNSCARIFIED SEED AUGUST 15 TO FEBRUARY 1) 'A LB. OF 3. MOST LOTS WILL HAVE FRONT -LOADING GARAGES, SOME LOTS MAY HAVE SIDE -LOADING 3/ BEGINNING OF CONSTRUCTION WILL RELIEVE THE GERMAN MILLET (MAY 1 TO AUGUST 15) 1 LB. OF RYE GRAIN (PRIOR TO MAY 1 OR GARAGES WHERE PHYSICAL CONSTRAINTS ALLOW. CURB INLET \ rod / CITY OF ANY FINANCIAL PARTICIPATION IN THIS WATER & SEWER AFTER AUGUST 15) ® (NCDOT GRATE/FRAME/HOOD) 4. A MINIMUM OF 2 PARKING SPACES PER ❑® GRATE INLET SEPTIC AREAS 3 CITY OF WINSTON-SALEM 5. SEEDING MIXTURES OTHER THAN THOSE LISTED ABOVE MUST BE APPROVED BY THE DWELLING UNIT PROVIDED IN DRIVEWAY(S) / UTILITIES DIRECTOR DATE CITY INSPECTOR PRIOR TO SEEDING. AND/OR GARAGE. / O/ 5. IF A STANDARD CATCH BASIN MUST BE STORM DRAINAGE MANHOLE i 6. PRIOR TO REQUESTING A FINAL INSPECTION, THE OWNER MUST SUBMIT RECORD CONVERTED TO DROP INLET DUE TO DRIVEWAY DRAWINGS AND ENGINEER'S CERTIFICATION TO THE ENGINEERING DIVISION'S RECORD CONFLICT A NEENAH FOUNDARY R-3501-R i CENTER. THE OWNER MUST ALSO SUBMIT THE CONSTRUCTION CHECKLIST TO THE CITY SHALL BE USED. APPROVAL FROM THE VILLAGE PROPOSED 30" ROLLED CURB / APPROVAL BY THE UTILITIES DIRECTOR OF THE INSPECTOR. OF CLEMMONS ENGINEER SHALL BE OBTAINED / WATER AND SEWER INFRASTRUCTURE DEPICTED IN BEFORE ANY CHANGES WITHIN THE PUBLIC \R\ RIGHT OF WAY w/ MARKER 3/ CITY OF WINSTON-SALEM CITY OF WINSTON-SALEM THESE PLANS DOES NOT CONSTITUTE APPROVAL RIGHT-OF-WAY. w ASPHALT PAVEMENT i PERMIT NUMBER PERMIT NUMBER FOR ANY OTHER PURPOSE THAN THAT SET 7. ALL WORK MUST CARRY A ONE-YEAR WARRANTY TO COVER ALL DEFECTS IN 6. ALL DRAINAGE INLETS OUTSIDE OF THE RIGHT SETBACK LINE / FORTH IN SECTION 64 OF THE WATER SYSTEM MATERIALS AND WORKMANSHIP. / WATER: WATER: POLICY AND SECTION 36 OF THE SEWER SYSTEM OF WAY MUST BE DROP/THROAT INLETS WITH A / POLICY OF THE CITY/COUNTY UTILITY 8. PRIOR TO BEGINNING ANY WORK WITHIN NCDOT RIGHT-OF-WAY, THE CONTRACTOR 4" MIN. THROAT DEPTH SLAB TOP LID. ALL PUBLIC UTILITY EASEMENT 3 SEWER: SEWER: COMMISSION. TO THE EXTENT OTHER PERMITS, MUST HAVE A COPY OF THE THREE -PARTY ENCROACHMENT AGREEMENT ON THE JOB INLET TOPS MUST HAVE AN ACCESSIBLE 2' / LICENSES, PERMISSIONS OR THE LIKE MUST BE MANHOLE LID WITHIN THEM. PROPERTY BOUNDARY i DATE: DATE: OBTAINED TO COMPLETE THIS PROJECT, SUCH SITE. / ARE SPECIFICALLY NOT GRANTED BY THIS RS-30 TYPICAL LOT LAYOUT EXISTING PARCEL 3 APPROVAL AND MUST BE OBTAINED BY THE 9. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL NOTIFY THE CITY AT N.T.S GRAVEL ACCESS DRIVE DEVELOPER AND/OR HIS DESIGNEE. LEAST THREE (3) BUSINESS DAYS BEFORE THE PLANNED START OF WORK. ANY WORK EXISTING PROPERTY LINE PERFORMED PRIOR TO NOTIFYING THE CITY IS SUBJECT TO REJECTION BY THE CITY. THE CONTRACTOR MUST ALSO CONTACT THE ENGINEERING FIELD OFFICE AT (336) TREE SAVE AREA 727- 2362 TO ARRANGE FOR CONSTRUCTION INSPECTION GREEN MOUNTAIN ENGINEERING, PLLC 7A WENDY CT GREENSBORO, NC 27409 Tel: 336.294.9394 CERTIFICATE #P-0826 www.greenmountainengineers.com SEALS: \ \ CARo4/ ,, �Q�oFtss1o'�`q N Y0 465 � fit}:zz i' APPLICANT/DEVELOPER: WBY4, INC 7349 W. FRIENDLY AVE., STE.H GREENSBORO, INC 27410 ATTN: WILL YEARNS OFFICE: 336.202.8514 EMAIL: wyearns@mygranvillehome.com Z a � x U F' O � ¢o vFj U � U O Z O Con � N �-I M ;b_4 Ow w H a x U Z Z 3 � O SITE AREA: 34.1 f ACRES PARCEL ID: 6878-07-7067 DESIGNED BY JDY CHECKED BY. VCT DATE: 2022.02.16 PROJECT: 20-066 REVISIONS: IV)14 MUST co Q-O w �Lrry PRO �& 0O P0 bti0� Q j� 9O�A BEFORE YOU DIG! CALL 811 N.C. ONE -CALL CENTER IT'S THE LAW! SHEET TITLE: SITE & UTILITY LAYOUT PLAN SCALE: 1 " = 100' SHEET NO.: C-2,00