SW4240203_Plansheet - Other_20240515

DocuSign Envelope ID: DA5D1 C67-465D-4E34-BA89-9BA558AB234F
LOCATION MAP; Not to Scale EARTHWORK NOTES SITE DATA
1. General: Earthwork shall include the loosening an removal,transporting,
acd l,t ortin storage, bkfilling' grading an handling natural p s, or roc construction o work on e sd all hdlin of tl soil, deposited soils, for f all k thite. PROJECT INFORMATION BEESOR 8 CARTER,VIL ENGINEERS LAND SURVEYORS
ORS
CI
2. Stripping and stockpiling of topsoil: Strip all topsoil to its entire depth in the areas to be graded and pile in approved or designated areas before any grading or filling is begun. Soil shall be free LAND PLANNING
from clay, large stones and debris. The topsoil shall be used primarily In areas without future infrastructure installations and for final finish grading outside of the right-of-way or roadway areas. PIN NO.(S) 6829-68-4171.000
9 p p Y� 9 9 9 Y Y WATERSHED/NPDES PHASE II Roanoke; Phase II MSI or UA; NCDEQ 503 HIGH STREET,WINSTON-SALEM,NC27101
3. Excavation for structures: Conform to elevations and dimensions shown within a tolerance of plus or minus 0.10'. DEED INFORMATION(Deed Book-Page) 3761-2812
WATER SYSTEM PROVIDER Forsyth County/City of Winston Salem OFFICE:[phone] FAX:[phone]
eR°° 4. Removal of unsatisfactory soil materials: Excavate existing fill material and unsatisfactory natural soil materials encountered that extend below required elevations to depth directed by the soils WEB: www.beesonengineering.com
engineer. Lateral dimensions, depth and volume shall be determined b soils engineer. Payment shall not be made for materials removed if the soils engineer is not resent at the time of removal. TOTAL SITE ACREAGE 16.57t Acres SEWER SYSTEM PROVIDER Forsyth County/City of Winston Salem Cor #:C-4017
9 p Y 9� Y 9� p p
A
- - 13.75tAcres ELECTRICAL PROVIDER Duke Energy
5. Rock excavation: A). General rip able excavation is any material which can be excavated with a single tooth ripper drawn by a crawler tractor having a draw bar pull rated as not less than 65,000 TOTAL DISTURBED/CONSTRUCTION 9Y
�O Y pounds(Caterpillar D8K or equivalent) or excavated by a front-end loader with a minimum bucket breakout force of 30,000 pounds (Caterpillar 973 or equivalent). B). Trench rip-able excavation is ZONING CLASSIFICATION RS-20;Subdivision Site Plan Approved#07001 GAS PROVIDER Piedmont Natural Gas
Q any material which can be excavated with a backhoe having a bucket curling force rated at not less than 42,000 pounds (Caterpillar 325BL or equivalent). C). Non-Ripable excavation is where SEAL:
Lu o explosives are used,work shall be done by small charges licensed and bonded contractors in strict accordance with all regulations governing this work. Blasting will not be permitted without special LANDSCAPE BUFFERS None Required ��.�` N C A
° authorization of the owner, the engineer, and local authorities. The contractor shall be responsible for any damage or injury to any persons, property, or structures as a result of his blasting ••••.O�
° CONTACTS •• •�ss, • .
� � operations. Payment will be made for rock excavation in an amount per cubic yard indicated on the bid form. � O : of o '• 2's;
U EXISTING IMPERVIOUS 0.887±Acres; Existing Streets _: �•'••� c
} SITE z 6. Proof-rolling: Following the stripping and necessary undercutting,the exposed subgrade shall be proof-rolled under the observation of the soils engineer before new fill is placed or after cuts are
Z Lu PROPOSED IMPERVIOUS 1.639 t Acres Total = .•
made to evaluate the subgrade stability. The proof-rolling evaluation shall be performed using a heavily loaded dump truck or similar pneumatic-tired vehicle with a minimum loaded weight of
am 50,000Ibs. The soils engineer will provide recommendations for treatment if unstable soils are observed during the proof-rolling operations. BUILDINGS&DRIVEWAYS 1.639t Acres(BUA Varies by Lot;See C-1.1) OWNER/APPLICANT Sheppard , Inc = 1. 038574
Lu 7. Subgrade maintenance: Water from storm runoff shall be controlled during earthwork and construction activities by intercepting and draining the runoff away from the site to prevent water from PAVING N/A OWNER'S REPRESENTATIVE Domingo Isasi F ;
ponding on or saturating the soils within the excavations or on final grades. SIDEWALKS N/A OWNER'S ADDRESS 3989 Huddington Court � 9< '••NG i NEB '• ��.`��
8. Fill material: The general contractor shall furnish all fill required to bring the grades to level as shown on the drawings. Fill material shall be compacted by an approved method to the requirements 0 MISC. N/A Winston Salem, NC 27106 ''Fk T.•C•P •``��``
listed in note#6. In no case shall fill contain trash, demolition debris, oversized material ( 3 ), or organic material of any kind. In addition, high plasticity silt and clay(plasticity index 30)shall only /o PROPOSED IMPERVIOUS 15.3% ,,,,,t,111t,,,���
be used as common fill. No fill shall be placed until the soil has been checked by a laboratory and approved by the soils engineer. The moisture in the soil shall not vary more than 3%above or 3% OWNER'S PHONE [phone] 2/14/2024
below the optimum when it is being installed in the fill. OPEN SPACE REQUIRED N/A OWNER'S EMAIL [e-mail]
9. Installation of fill: All fill shall be formed of approved material placed in successive layers of not more than 8"in depth. Each successive lift shall be thoroughly compacted with approved mechanical OPEN SPACE PROVIDED N/A ❑ Preliminary-Do Not Use for Construction
o tampers to the required density and tested i and approved by the soils engineer prior to placement of the next layer.All fill shall be at optimum moisture content when compacted as follows in 2.1 Allowed/0.8 Actual 20 Units/Lots PROJECT CONTRACTOR TBD
��, DENSITY(UNITS/ACRE)ALLOW/ACTUAL ( ) ❑ Final Drawing For Review Purposes Only
I accordance with ASTM D698: g p y
PARKING REGULATION 2 Spaces/Home CONTRACTOR'S REPRESENTATIVE TBD
LA o REQUIRED PARKING 2 Spaces/Home IX Final Drawing
Al VFRT Structural Areas Top 12" 100/o
CONTRACTORS ADDRESS TBD
O/y�ANF (Building Pads) Remainder 95% PROVIDED PARKING 2 Spaces/Home TBD
v 11ARBpRB CONTRACTOR'S PHONE TBD
�S �V� Common All Depths 92%
CONTRACTOR REP'S EMAIL TBD
Streets and Drives Top 24" 98%
C-1 Remainder 95% CIVIL ENGINEER Beeson & Carter, P.A. 4_0
The Owner shall furnish and pay for all fill testing. CIVIL ENGINEER NC FIRM LICENSE C-4017
ENGINEER Alex Carter, PE
ENGINEER NC LICENSE 038574
CIVIL ENGINEER ADDRESS PO Box 669
Walkertown, NC 27051
GENERAL ENGINEERS NOTES CIVIL ENGINEER PHONE [phone]
CITY OF WINSTON SALEM CONSTRUCTION NOTES ENGINEER MOBILE [phone]
General: 1. Benchmark locations and elevations will be verified by the contractor prior to beginning construction. ENGINEER EMAIL [e-mail] UJ O
1. Contractor is responsible for locating all existing utilities prior to start of construction. 2. All work to be done in strict accordance with City/County Rules, Laws and Ordinances, or NCDOT, or NCDEMLR rules and requirements when specifications are in conflict, the stricter specification shall be held.
2. All erosion control devices shall be constructed and maintained in accordance with the most current standards of the Land Quality Section of the North Carolina Department of Environmental Quality, Division
of Energy, Mineral&Land Resources. 3. Existing utilities are shown in their approximate location only. any damage done to existing utilities (shown or not shown not this plan) shall be the responsibility of the contractor. The contractor shall verify the location of all shown MUNICIPALITY Forsyth Count /Rural Hall
(D
3. stabilization stone under piping to be placed as required by City Inspector when conditions warrant. or not shown utilities prior to construction. To Insure proper location of the utilities, the contractor shall contact NC One Call at 1-800-632-4949, at least 48-hours prior to construction. Non-subscribers or private locations shall be
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4. As a minimum requirement,all graded areas not under pavement and within the right-of-way and/or easements shall be prepared,fertilized and limed,seeded,and mulched immediately upon completion of contacted directly. INSPECTIONS City of Winston Salem
construction as follows(Application rate PER 1,000 SQUARE FEET): 4. The contractor shall provide appropriate barricades, warning lights, and warning signs to ensure the safety of the public at all times.
Type I Seeding(Lawns or other focal areas)
100 lbs.of lime 5. The Engineer has made no examination to determine whether any hazardous or toxic materials are present or contained in, under, or on the subject property or its waters, or if any hazardous or toxic materials have contaminated
20 lbs.of 10-20-20 or 20 lbs.of 10-10-10 in combination with 4 lbs of 0-46-0 this or other properties or its waters in any way whatsoever. No subsurface examination of any type has been made by the Engineer and accordingly, no opinion is expressed or inferred. Further, no opinion is rendered as to any
5 lbs.of tall fescue,containing a blend of 2 or more tall fescues violation of an environmental laws or regulations, either federal, state, or local related to the information shown on this plan and the engineer is in no way liable for any violation of such environmental laws should they exist. J
1 lb.of Kenblue or Kentucky Bluegrass 6. The contractor agrees that he shall assume sole and complete responsibility for job site conditions during the course of construction of this project, including safety of all persons and property, that this requirement shall apply
1 lb.of winter annual rye(November 1 to March 1)
Type II Seeding(General or low maintenance areas) continuously and not be limited to normal hours, and that the contractor shall defend, indemnify and hold the city/county, the owner's representative and the engineers harmless from any and all liability, real or alleged in connection
100 lbs.of lime with the performance of work on this project, excepting for liability arising from the sole negligence of the city/county, the owner's representative or the engineer.
15 lbs.of 10-20-20 or 15 lbs.of 10-10-10 in combination with 3 lbs.of 0-46-0 7. Contractor shall verify property lines, building dimensions, and all other site conditions prior to construction. any significant variations shall be reported to the engineer immediately
4 lbs.of tall fescue,containing a blend of 2 or more tall fescues 8. The Engineer shall be provided a minimum of 3 working days written notice on all utility installations such as water, sewer and storm drainage.
1 lb.of sericea lespedeza(use unscarified seed August 15 to February 1) ■
v4 lb.of German millet(May 1 to August 15) 9. Beeson &Carter, P.A. hereby reserves its common law copyright and other property rights in these plans and designs in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining U)
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1 lb.of rye grain(prior to May 1 or after August 15) expressed written permission from Beeson &Carter, P.A.
5. Seedingmixtures other than those listed above must be approved b the City Inspector prior to seeding.pp v v p p g 10. Written dimensions on these drawings shall have precedence over scaled dimensions on the job and Beeson &Carter, P.A. shall be notified in writing of any variations from the dimensions, conditions, and specifications shown by Q
6. Prior to requesting a final inspection,the Owner must submit Record Drawings and Engineer's Certification to the Engineering Division's Record Center.The Owner must also submit the construction checklist these drawings.
to the City Inspector. W
7. All work must carry a one-year warranty to cover all defects in materials and workmanship. O
8. Prior to beginning any work within NCDOT right-of-way,the Contractor must have a copy of the three-party Encroachment Agreement on the job site.
9. Prior to beginning any work,the contractor shall notify the City at least three(3)business days before the planned start of work.Any work performed prior to notifying the City is subject to rejection by the City. UTILITY CONNECTIONS
The contractor must also contact the Engineering Field Office at(336)727-2362 to arrange for construction inspection. ■
Water and/or Sanitary Sewer:
Water and/or Sanitary Sewer: 1. The most current edition of The City of Winston-Salem Technical Specifications and Detail Drawings for Water Line and Sanitary Sewer Line Construction will govern all water and sanitary sewer construction. 0
1. The most current edition of the City of Winston-Salem Technical Specifications and Detail Drawings for Water Line and Sanitary Sewer Line Construction will govern all water and sanitary sewer 2. Acceptable working conditions of sanitary sewer structures and piping shall be verified by the contractor and all conditions found to be unacceptable shall be reported to Winston-Salem/Forsyth County Utilities Field Operations at
construction. [phone], prior to any connections, extensions, or structures being installed. The Contractor shall be responsible for cleanup and repair of unacceptable conditions that result from failure to report such conditions prior to
2. Water and sewer connections shall be beside each other at the center of each lot or as directed by the Engineer. Connections are to be spaced not more than 30"center to center and have commencing work or that result from work being performed. L
wooden stakes placed on each side. Stakes should be flagged or painted for visibility. Orange safety construction fencing should be placed around the connections to protect them during lot 3. Sanitary Sewer connections shall be service weight cast iron soil pipe with 4-inch cleanouts and shall meet City of Winston-Salem specifications.
construction activities.Water and sewer connections shall not be placed within a driveway or sidewalk. 4. Proposed public or private hydrants installed or relocated shall meet or exceed the requirements of the City of Winston-Salem's Technical Specifications and Detail Drawings for Water Line and Sewer Line Construction, latest
3. Density tests by an independent testing lab are to be made as directed by the City Inspector at the Owner's expense. edition, including hydrant tee, valve, and threads. Private hydrants shall be equipped with a Reduced Pressure Detector Assembly and shall be painted red.
4. Prior to requesting final inspection for water and/or sanitary sewer,the Owner shall submit Record Drawings, GIS data corresponding to the Record Drawings and Engineer's Certification to the Z
Engineering Division's Record Center. Upon approval by the Record Center, Owner may request final inspection for water and/or sanitary sewer. Owner shall then submit the signed Construction 5. Density tests by an independent testing lab are to be made as directed by the City Inspector at the Owner's expense.
Checklist for water and/or sanitary sewer to the City Inspector.
5. A Letter of Acceptance will be issued after the construction is inspected and after the developer provides Record Drawings, GIS data corresponding to the Record Drawings, any necessary UJ
easements(in a form satisfactory to the City)and Proof of Payment(indicating water and sanitary sewer costs separately, excluding connections costs, along with an itemized breakdown of the
actual cost of installed materials). C) E
Roadway: Q M
1. The most current editions of the North Carolina Department of Transportation Standard Specifications for Roads and Structures,the North Carolina Department of Transportation Roadway LINE AND SYMBOL LEGEND
Standard Drawings and the City of Winston-Salem Infrastructure Development Standards will govern all roadway construction unless otherwise specified herein.
2. All storm sewer pipe shall be reinforced concrete pipe(RCP)(15" min. diameter)unless otherwise noted. RCP shall be minimum Class III and joints must have O-rings or flexible joint material.
Metal pipe shall be corrugated aluminum pipe(CAP). CAP must have Hugger band connectors with flat gaskets.AASHTO M197 and/or ASTM B744 must be clearly marked on all CAP.
3. All drainage structures must meet NCDOT standards. Solid wall, precast concrete structures conforming to NCDOT 840.45 are acceptable except waffle walled structures which are not acceptable w w w Public Water Line • Pt. Calculated Point (As Shown) i i Tee; Waterline Tee SHEET LIST
for new construction.All pipe openings in precast structures must be cast or cored. Catch basins for curb and gutter must conform to NCDOT 840.01 or 840.02 and NCDOT 840.03. NCDOT
approved precast concrete manholes are accepted as substitutes for catch basins. ss» ss» ss» Public Sanitary Sewer Line IPS / IRS Iron Pin/Rebar Set i_i Cross; Waterline Cross
4. Frames, grates and hoods shall be manufactured by one of the following: UE UE UE Underground Power Line
a. East Jordan Iron Works, Inc. -Catalog Numbers V4066-1 (E Grate);V4066-3(F Grate); V4066-4(G Grate) IP / I R Existing Iron Pin/Rebar (As Shown) T Plug; Waterline Plug
b. U.S. Foundry-Catalog Numbers 5181-6420(E Grate); 5181-6425(F Grate); 5181-6430(G Grate) of of of Overhead Power Line 0 Sheet Number Sheet Title
The number 840.03 and the name of the manufacturer must be permanently cast on the frame and on the grate. GAS- GAS- GAS- GAS- Underground Gas Line O PKF; PK Nail Found LP; Utility Light Pole �+
5. Double catch basins shall be two separate basins with RCP between the basins.The RCP shall be greater than or equal to the size of the outlet pipe. Minimum distance between the catch basins CS Cover Sheet
shall be 18"(outside wall to outside wall).ABC stone or other approved suitable material must be placed between the basins and compacted per City standards. -PH PH PH Underground Phone Line Stone (Found) O Well; Existing Water Well
6. If a driveway location conflicts with a catch basin,the following frame and grate shall be used: Fence C-1 .0 Existing Conditions
a. East Jordan Iron Works, Inc. -Catalog Number V4520(Valley Curb Inlet Frame); V4520-1 (Valley Curb Grate) NCGS or NCDOT Monument/Disc WCR Wheel Chair Ramp U)
b. U.S. Found Catalog Numbers 5298 Valle Gutter Inlet Frame); 6298 Valle Gutter Grate DL» DL» DL» Ditchline
Foundry g (Valley ) (Valley ) C-1 .1 Proposed Site Plan
7. When the top slab of a catch basin intrudes into the sidewalk, an expansion joint is required between the sidewalk and the slab. wL wL wL Wetlands Boundary c-0 UP/PP; Utility Pole / Power Pole IS Inside
8. All subgrade under paved areas, curb and gutter, sidewalk, and roadway shoulders shall be compacted to at least 95%of the maximum dry density as determined by AASHTO T99 and the Stream Or Creek Buffer N/A Kristofer Glen Site Plan (2008 Approval)
NCDOT. The final 12"of subgrade under paved areas and under curb and gutter shall be compacted to 100%. Density tests by an independent testing lab are to be made as directed by the City Buffer Buffer Buffer } LP; Decorative Light Pole OS Outside
Inspector at the Owner's expense. The subgrade shall be proof rolled(min. 25 tons)and witnessed by the Inspector prior to placement of stone or asphalt base. The proof roll shall provide a loo loo loo FEMA 1% Annual Chance Flood (100 Yr) T\ P-1 Overall Plan (Previous Plans)
non-yielding surface(pumping, rutting, saturated soil, etc. are not acceptable). For subgrade under sidewalk, City Inspector will probe to determine if the subgrade is sufficiently compacted. GW; Guy Wire RW Retaining Wall
9. A proof roll is not required for stone base under curb and gutter on local streets(3")prior to the pouring of curb and gutter unless there is a rainfall event after the stone base is placed. If rainfall soo soo soo FEMA 0.2% Annual Chance Flood (500 Yr) P-2 Kristofer Ridge Rd (Previous Plans) CLIENT PREPARED FOR:
occurs after the subgrade proof roll and the placement of stone base for curb and gutter but prior to pouring curb and gutter,the City Inspector and Engineering Field Manager will determine if Fw Fw Fw FEMA Floodway b' FH; Fire Hydrant CBU Cluster Box Unit (Mail Kiosk)
� ' y P-3 Christy Lee Court (Previous Plans)
additional testing and/or proof roll will be required. pp SHEPPARD INC.
10. All stone base shall be compacted to an average of 98%of the maximum dry density as determined by AASHTO T180 and the NCDOT. The unit weight and optimum moisture content will be the Approximate Location Stream or Creek N WV; Water Valve
latest numbers on file at the quarry from which the ABC stone is obtained. On-site tests at Owner's expense) may be required to verify the unit weight and moisture numbers. Stone from different Gv C-3.0 Overall EC Plan
q rY ( p ) y a �v g Temporary Diversion C/O Domingo Isasi
TD» TD» TD»
quarries shall not be mixed. Density will be tested with a nuclear density gauge by the City Inspector. The Inspector's results are final. Moisture content(as tested by the Inspector) must be no more Gas Valve
� GV; 3989 Huddleton Ct
than the optimum moisture content prior to paving. The stone base shall also be proof rolled(min. 25 tons)and witnessed by the Inspector prior to paving. The proof roll shall provide a non-yielding Limit Construction Limits C-3.1 Skimmer Basin Details g
surface(pumping, rutting, saturated stone, etc. are unacceptable). If rainfall occurs after testing but prior to paving,the City Inspector and Engineering Field Manager will determine if additional D D D Drainage Limits ---- RCP; Rigid Concrete Pipe Winston-Salem, NC 27106
testing and/or proof roll will be required. C-3.2 Skimmer Basin Details Ph. No.: 336-448-8040
11. The City Inspector reserves the right to test asphalt by core sampling or by nuclear methods at the Owner's expense. SF SF sF Silt Fence CC Control Corner C-3.3 Skimmer Basin Details
12. Tack coat to be applied to all existing asphalt surfaces prior to placing new asphalt. FG FG FG Finished Ground Email: [e-mail]
13. Final lift of asphalt to match gutter(maximum''/d'above gutter).Asphalt below gutter is unacceptable.All utility structures(manholes,valve covers, etc.)within the roadway shall be no more than ''/d' FG FG Flush with ground C-3.4 Home Building EC Measures
Existing Ground g
below the top of the final lift of asphalt. EG EG EG g AG AG x.xx' Above ground (Distance in ft.)
14. Sub-drains to be constructed as required by City Inspector to stabilize the subgrade. Method to be determined by Owner's testing lab or Owner's Engineer. Lt Lt Lt Existing Ground Left Offset C-3.5 Home Building EC Measures DATE: 02.05.2024
15. Existing curb and gutter and pavement to be replaced or repaired as required to tie to sound material.
16. Wheelchair ramps are required for standard curb and gutter intersections and at locations shown on the construction drawings. Each ramp shall have a 24"x 48"area of detectable warning domes. Rt Rt Rt Existing Ground Right Offset UG UG X.xx Underground (Distance in ft.) C-3.6 Home Building EC Measures DRAWN BY: TBC/ATC
This area shall be a one piece panel(no concrete blocks or stamped concrete). Cast-in-place composite panels shall be ADA Solutions,Armor-Tile, or approved equal. Color shall be black. Hedgerow OS SMH; Sanitary Sewer Manhole JOB NO.: 23-201
Painting of the products will not be allowed. See NCDOT Standard Drawings 848.05 and 848.06 for ramp construction details. C-3.7 Removal of EC Measures
17. Guardrail to be installed(per NCDOT Standard Drawings)as required by City Inspector and at locations shown on the construction drawings. Reflective end of road markers shall be installed(per Stone Wall DE Electrical Pedestal
NCDOT 1264)behind guardrail at turnarounds and dead end streets. Treeline C-3.8 EC Details REVISIONS:
18. All expansion joints for concrete to be sealed with silicone or polyurethane per NCDOT specifications. Hot applied joint sealer shall not be used. Color must be gray or a color that matches the Proposed Topo Minor Wetlands
concrete(not black). -------------�-___________
C-3.9 EC Details
19. Sidewalks shall be installed in the thicknesses as follows: Proposed Topo Major Specimen Tree (symbols vary) C-3.10 EC Details
a. Residential: 4"thick Existing Topo Minor
6"thick from PC to PT at intersections including HCR. ® g p © Tel Ped; Telephone Pedestal
6"thick across all driveways ® Existing Topo Major NCG01 NCG01 Permit Sheets
b. Commercial: 6"thick Boundary or Property Line ® Electrical Transformer Box C-4.0 Side Ditch Drainage Areas
c. Industrial: 6"thick g
8"thick across all driveways - - - - - - - - - - - - - - Easement Line O WM; Water Meter
20. All concrete shall be a minimum of Class A(3000 psi). Class B(2500 psi)shallnot be used. The contractor shall provide test results for air content by chace indicator(AASHTO T-199),slump Adjacent Property Line
(AASHTO T-119/ASTM C-143), air content by pressure air meter(AASHTO T-152/ASTM C-231),temperature(ASTM C-1064)and test specimens(AASHTO T-23/ASTMC-31)for concrete 0 CO; Cleanout
sidewalks. Perform one set of tests within the first 10 cubic yards poured on the project. City Inspector may request additional testing thereafter. - - - - - - - - - - - - - - Proposed Storm Sewer Line
- - - - Proposed Centerline 0 CB; Catch Basin SHEET TITLE:
Roadway Final Inspection Procedure: Proposed Right of Way Line � D or ST� Drainage or Storm MH
1. Owner puts down 2"asphalt and raises structures to final grade(including concrete collars 1"below final grade).Asphalt is to be placed around structures to prevent damage. COVER SHEET
2. Owner submits Record Drawings and Engineer's Certification to the Engineering Division's Record Center. • • • • • • • • • • • • • • • • • • • •MBL • • • • • • • •
g g� g� g Minimum Building Line/Setbacks BM; Elevation Benchmark
3. Upon approval by the Record Center, Owner may request final inspection for water and/or sanitary sewer. Owner shall then submit the construction checklist for water and/or sanitary sewer to the
City Inspector. © Beeson &Carter, P.A.
4. Prior to the placement of the final 1"of asphalt,the following must occur:
100%of houses must be built or one year has lapsed since the approval of the 2"asphalt. SHEET NO:
5. The final lift of asphalt must be placed after two(2)years have lapsed since approval of the 2"asphalt layer. Surety must be approved by the City to cover the 2-year period.
6. After placement of the final asphalt,the Owner may request final inspection for the roadway. Owner must also submit the construction checklist for roadway to the City Inspector and Record
Drawings showing all deviations from the approved construction plans for streets and sidewalks. C S

DocuSign Envelope ID: DA5D1 C67-465D-4E34-BA89-9BA558AB234F
IMPORTANT NOTES: BEESOR &CARTER, PR.
CIVIL ENGINEERS LAND SURVEYORS
1. Boundary shown is from a survey prepared by Accurate Surveying LAND PLANNING
PLLC, dated September 12, 2023.
2. All lots to have private septics stems. Preliminaryreview of the soils 4970 US Highway 311 N#669, AX:(33Walker own,-0 27051
py OFFICE:[phone] FAX:[phone]
has been conducted by a soil scientist. Final improvement permitting WEB: www.bc-eng.com
has not been issued to date. Corp#:C-4017
3. The site was approved as a major subdivision under Forsyth County Email: [e-mail]
Planning Board Number#07001. The streets were constructed around
2008 and the water main was installed at that time. None of the SEAL:
infrastructure has been approved or accepted for public use or ``���N C A.R'o%''
- - maintenance. The site plan has been revised by Forsyth County .`���`Q- ............
.s's,•.. � '�•,
planningstaff on Dec 28, 2023 to reduce the lot count and eliminate the O �o� °
/ �� / / \ 1 street stub/add a cul-de-sac at the end of Timberhill Drive. _ .
4. Based on historical aerial imagery, the site appears to have been clear
cut around 2006. The site is now very thickly vegetated in undergrowth 038574 `
and small trees which is a mix of hardwoods and pines. FN ��
%. 9 GINS �`:
5. Site topo is from NC Spatial Lidar Data 2018. l� • .••'dell
6. Existing utilities are field located. %,,x T� C•P��.•�`��
r
7. This site is NOT located in the water supply watershed. The site flows 2/1411110%,
to Buffalo Creek.
� ` / 8. Site has NO FEMA designated flood area.
/ r 1 ✓` �/ \ / \ 9. The 48" RCP pipe crossing under Timberhill Drive is the only existing ❑ Preliminary-Do Not Use for Construction
pipe on the site from the 2008 road construction. No additional piped ❑ Final Drawing-For Review Purposes Only
-- storm conveyance is planned with the exception of the proposed
682E-68-9542 \ 1 X Final Drawing
Steven K.Waddell driveway pipes shown on C-1.1.
i Sonya L.Waddell
6829-68-5595 D.B.2798 Pg.3117
Clarence A.Overby
/ L� l� ✓ �J 1 D.B.2922 Pg.1419 f / P;B.47 Pg.155 Lot 15 \\ �J / 1
/� � � � � � l / � � � / / PROJECT:
� � r
� � ,� / / // / ��J �i�9� ti. � J '/ / •,ems J� /�/ _� � � � � N r'�
f J \
^ D B83719 Pg40th
_ Britney Spaeth
g7° �� �J �- J f �_ 1 �_ �\ �Q P.B.47 Pg.155
-�- 272� ) 4' _ Lot 13
I \� P�/
Area is covered in thick small hardwoods / J \ \
and pines from prior clear cutting around �j f ) ( 1 �6Q�/
/ { / 2006. See important note#4. / / / f / J / Streams and Wetlands determined
Area is covered in thick small hardwoods r J b Pilot Environmental
rJ / J and pines from prior clear cutting around y
2006. See important note#4. // / o � l` \ ` \ l / / / w
48 RCP pipe with concrete headwalls installed at time ! ` C � f-v` )� N �\ / f / / �
of subdivision street construction. Outlet has riprap �) �L��1�_ 3 I / ( O
0373
apron with downslope vegetated conveyance 1I Jeffrey
C.Payne
Cn
\� �1LO DB315EPP2816 �/ / ��
P.B.47 Pg.155 Lot 12 /f /
L< �� Area is covered in thick small tree/pine
growth from prior land clearing activity CD
J S o
J� Existing water main with \ ,� � \ ( `-'�� � � \l � �X � � � '� J N
J ( _� \ \ r meters,valves and hydrants f N /
`O r° ' / 0 / rt ag° 7� l o)\ �- ^� \ S ) r 1��� `S6�\�Thb4ta J ��=�= ��-�_f Cn
z r
UJ
00
�37 0 J ( -� / f / 6829 78-2228 L
I I �8a34 / �9' � 9L�' �`�i / / (��� � � � � � p' , � Douglas Edgar Styers Jr. / �-f 1 � / T � O z
D.B.3113 Pg.3789 I r / / i ILL
N68 3 / g �� ��` QPJ �� / ( C ) �.47 P 5 Lot 11 J ❑
Existing side ditches to be � / / � V
SW �� �S30 ` �\5�� shaped and re-vegetated -
` JTOTAL TRACT AREA
CLIENT/PREPARED FOR:
I ( f Area is covered in thick small hardwoods 721733 ±SQ FT
and pines from prior clear cutting around �t
p p g 16.569 ±ACRES
2006. See important note#4. /
3 / i J 1 a J` ��// f �/ SHEPPARD INC.
1 � � � � ` 9
4045, 9, ` I / J C/O Domingo I Ct
o f 398E Huddington Ct
r�S ( S /- Winston-Salem, NC 27106
Intersection is relatively flat ( � I ) _ l l j N 5 / / / Ph. NO.: 336-448-8040
� � with no side ditches or piping ( -� , ) l ) 1 f � � �o )
( l 6829-67-0908 � __ \
(I Dale T.Livengood 1 (
D.B.2557 Pg.1793 � \ I �� � / 6829-67-1999 \ \ � 1 j / r \ � \ L \ � � m � / 111 / / Email: [e-mail]
CHarry R.Mullen r /� 1 / f J
Audrey M.Mullen _� c\ co \ �� ��
D.B.3269 Pg.3654 l� D� 1 9 l l COry
\ I �' ✓ J \ \ ` v- J meters caves and hydrants
ter main ` >�J / a C
S2904162.74'
CU
r-- �¢ / S42°0T03"W /
NC Grid-NAD83(2011)
Streams determined by/
Pilot Environmental / DATE: 12.04.2023
l l _ DRAWN BY: TBC/ATC
JOB NO.: 23-201
68292E 67-07 s REVISIONS:
Cheryl L.Whitaker Existing side ditches to be
-� r S70°3 40"E -Area is covered in thick small hardwoods /
I I s o f D.B 3044 Pgi366o ) 1 } ` shaped and re-vegetated ( / f
1 ` 5.00' 1 and pines from prior clear cutting around
2006. See important note#4. 1 ( J ✓� �� /J� 66.32. 6829-77-2683
/ ( / ) I I r �j/ Athena Renee Jones /
pSam Jones /
S32°_bU.W J f� D.B.3649 pg.2900
50.� / f � J P.B.73 P�Tract 2
LaLock A e s ( I I o -t \ 00
l ��o / ✓ ( o / f �� `r I `( ��f / f //
nue 1 81 59 51"E / l� �/
SR2070 333.63' / l ! �,-_� S >�
30,02' ` f / ) m ( ) �h ( � ` S2�°29'6$
8°04'5 " / / /r / / l SCALE: 1" = 40'
\ \ \ I o 3 W r / 573.3`' J N88°55'08"Wv
\ 74 38 C J f ) /( f / J 20 0 10 20 40 80
_~�E� mentr,e8p.6. N81°59'S1"W, 39. / ` \ ( � � _] J T
1 I I I Cente e='_ �ert99 14
\ I ° r
1 y/ I ` Ine Jimmy Dean Speer
I ° Danika Dawn Speer
1 1 I I I J f I p SHEET TITLE:
D.B.1966 Pg.3963 \ �� � (/ r� l '/ / f
6829-67-3556
IJimmyDeanSpeer/ / / / / f� / I ) / EXISTING CONDITIONS
1 l I\ J Danika Dawn Speer I / / `�� \ / �\ ( f J ) r l ( / / / I
D.B.1966 Pg.3�3
©Beeson & Carter, P.A.
SHEET NO:
C- 1 . 0

DocuSign Envelope ID: DA5D1 C67-465D-4E34-BA89-9BA558AB234F
TYPICAL STREET SECTION (NTS) i r /j j' f / ~ \ �` = _ n 1 LOCATION MAP (NOT TO SCALE) .
1 / I / BEESOR 8 CARTER PR.
50' PUBLIC R/W I / / / 1 / / / // \ < CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
4970 US Highway 311 N#669,Walkertown,NC 27051
OFFICE:[phone] FAX:[phone]
10'Public 5p' 10'Public 1 / 1 J \ a WEB: www.bc-eng.com
) / / l
Utility RIGHT- F-WAY Utility � / / / / J / J J / �- f / \_ V -1 1 \ " / / W o Corp#:C-4017
�- ( / / z
Easement $, 2 , 6' 6' Easement _ � / �� � / / /� / J � � � � � � � \ _- / Z SITE W -
SHOULDER PAVE ENT SHOULDER DITCH / J 1 / �/ J / l I a m SEAL:
o.oz o.oz ��. C A R ..
0.08 0.08 / / // p� f / ) / / 1� �� I �- `� N ....
41 3:1 I / J / / J / f / / �- � -r \ \ ) �� �• LESS/• / '.
21 / I / / S�6° J/ / / �- _`_ O off••�'s_6829-68-9542 \ �
3"S9.5B laid in 1-1/2"Lifts / J ^� � / �� f / / Steven K.Waddell 1 ------
Sonya /
r
�z ✓ / / �829-68-5595 / L.Waddell �� lK
Clarence A.Overby / D.B.2798 Pg.3117 �` l J \ = 038574 `
g P,B.47 Pg.155 Lot 15 \\\ / ��o Nzz
0 6 / � / / / L� _! / �� � / � D.B.2922 P .1419 f � � -1 �� •�•. � � •
yll f / f -� �J ,\4 fAVER,0 '�%9 �.. G•I•NE.•,
Residential Collector Road 1:1 / / / f e �%� / // � f N��, � sHE« �A"E
/ 1 J � L�)/ � J � � . 1 p NARBO
l ✓ / / / / OeO�� / �S� 'J _� / �_ \� to� lVp nnnn�� `
1 I e�J� 45913±SQ FT 2/14/2024
�" ABC / / / S�a�S��Q rn �1.054±ACRES
,p��o� / / / /- / 1$1 g� 66 \ / J f ❑ Preliminary-Do Not Use for Construction
Q6, \ \` ❑ Final Drawing-For Review Purposes Only
6829-7\, O, \ Z - � IMPORTANT NOTES:
J X Final Drawing
Britney Spaeth
O �/ _� \\� SQL° \ D.B.3719 Pg.1012 \ _/ / / / 1. Boundary shown is from a survey prepared by Accurate Surveying
` "; L C P.B.47
Lot 13155 , ' - PLLC, dated September 12, 2023.
2. All lots to have private septic systems. Preliminary review of the PROJECT:
soils has been conducted by a soil scientist. Final improvement
�. ^° �' / ( 1 J /� } / C r \\ / �f f / ✓ ' permitting has not been issued to date.
/ /29987±SQ FT f ( 7 ( 'sQf \ ��' i /- f / / 3. This is a proposed site plan showing the per lot BUA for the purpose
/ 0.688±ACRES gp / / / 1 �� Streams and Wetlands determined /
f � 41737±SQ FT/ � l y of obtaining aloes-density post-construction stormwater permit. The
b Pilot Environmental
0.958±ACRES i x � � � proposed per lot BUA schedule is shown below.
4. The site was previously approved as a major subdivision under
237101v±SQ FT / / o Forsyth County Planning Board Number#07001. The streets were
0.544±ACRES' s^o / �° J J `� constructed around 2008 and the water main was installed at that
time. None of the infrastructure has been approved or accepted for
public use or maintenance. The site plan has been revised by
/ ! X ) 'D ° _ / 5 �� \ 1 ��� NI ( \\ / J ( f Forsyth County planning staff to reduce the lot count and eliminate
23691 ±SQ FT \ \\�� r- o _ 1 y I 6829-78-0373 / �� i the street stub/add a cul-de-sac at the end of Timberhill Drive.
e� Jeffrey C.Payne 5. Site to o Is from NC Spatial Lldar Data 2018.
0.544±ACRES ` - �� ( (N' D.B.3159Pg.2816 � �� p p
q`\ 6. Existing utilities are field located.
P.B.47 Pg.15`Li12 /� J
/ 7. This site is NOT located in the water supply watershed. The site
flows to Buffalo Creek.
.+ 8 8. Site has NO FEMA designated flood area.
� O � � 21122±SQ FT� � /-�, � / �
^ / r \' 0.485±ACRES f w �- �` / 9. Lots with driveways crossing existing side ditches shall use a W
\ 1.193 ±C FT N V minimum 15 RCP pipe for the driveway crossing.
1.193±ACRES t �� / ��� �-� J p p y
) / \ ✓ /- 10. The 48 RCP pipe crossing under Timberhill Drive Is the only �I�
20/ � � ---. y � � l a ' �, l ` � � - \�n'N � �f `f ���T� I p p 9 Y `/
\ \ a o /- W 1 ^ ) a _ existing pipe on the site from the 2008 road construction. No a
moo' O r! / 46496±SQ FT / `� . a° `' V \ ( l ( `Ss�\ Tr/b J�/ r� ��r-�-f additional road pipes are planned.
i1.067±ACRES r` Qa �9� r 21114±SQ FT a g� �� \\ S93s� 4tary/� �- ` ��� ` p p p J
0.485±ACRES (/ / I J i-- PROPOSED BUA SCHEDULE PER LOT J O_
�7' 1 ) l _
Lot# BUA (Sq. Ft.) >
o��� / /r \ / , 2,3-6,9-13 and 16-19 7,600 vJ
7-8, 14-15 and 20 3,800
6829-78-2228 /
Do D Douglas
3E1d3 Pg.3789 Jr. / �_� 1 +� / O �
P.B.47 Pg.155 Lot 11 J ❑�/ / t)
� O
I/Vt r
00. 305 A / 0 ( 6 20D09±SQ FT f \ fn
^ �L '� loe / l 0.459±ACRES 1 co
I TOTAL TRACT AREA P ` /j Z
' J �- / ' �/ / I /� / 721733 ±SQ FT a v Q `ice, /
10 f l l 16.569 ±ACRES r CD /r� �� �, UJ
�� 20123±SQ FT� (� �- �// / /
3 j 0.462±ACRES_ I J _f 1 �j
I LJJ E o
9„ I f r / �� LINE LEGEND Q � U 00
/ l f o / Line Surveyed
J Line by Deed Q 0 1
20026±SQ FT / , + - 61191 ±SQ FT ao N / / / - Line Not Surveyed C O z
\ 1 l 6829-67-0908 1 �\d' 1 I 0.460±ACRES I l ( l �1.405±ACRES / ro / 1 r� / ) / - - -- - - Tie Line = U) � 0-
Dale T.Livengood 1 I / 6829-67-1999 \l \ J� 5 ( ( J ��'° ! / M 1 /
D.B.2557 P 1793 ,-- ` 1 1 l Stream
. HarryR.Mullen 1 2 � o
\ / Audrey M.Mullen Easement Line
D.B.3269 Pg.3654 ¢� -Q \ 20099±SQ FT roro o J J r
` \ t ` C / / J j� �\� \ Easement CL
F N \ ) f ( �� f CLIENT/PREPARED FOR:
�� \\ a \ 0.461 ±ACRES woo \ 13 ' \ ( 1 / / / / J 1 --- --- Right-of-Way
o ( � 23748±SQ FT 1 �� t f r _ f J w Water Main
� �� CD \ Q 0.545±ACRES r
\ �o ' ✓ / �� \ �� ` ° g„W f / SS- Sanitary Sewer Main SHEPPARD INC.
M p \ \ \-'-� J ) C r g2g 41 1 / / / GAS Gas Main C/O Domingo Isasl
�� f � j J f 62.74' ` / / / 3989 Huddington Ct
l I �'c� 8' �10 tilGm 7 r�✓ I / / �� TYPICAL LOT LAYOUT- RS20 Winston-Salem, NC 27106
l �/- _ \ DL» 90' Minimum Frontage Building Line Ph. No.. 336-448-8040
4 \ `� Joy- �\\o W I / �a f g g
Email: [e-mail]
RAN
S42°07'03"IN /
/
f \ \ \� DLL DLy DL> 80391 ±SQ FT /J° ��1 ✓ J y
20695±SQ FT ;`f � � - � �c`/ Streams determined b /� 10'Public Utility Easement
0.475±ACRES T �� -� '498 ti ity£asement 1.846 ±ACRES / L a y N
/ � � /Pilot Environmental 30'Front S/B from RAN
10'Side S/B
20308±SQ FT
1 W E
I �' J o / a / ��N / ` ��/ J / / �� w Proposed Bldg.
/ ,0.466±ACRES /
� f �66 r \ r r/- / ate` �� / f r/ w -`0 Envelope
6829-67-0715 / To ) I /
j J Cheryl L.Whitaker �, J ��� /�'� L /i�- / / Varies by Lot Of
J I S70°3 4TE /1 �l Ir / t1 r/�,/ SS 4 / �/} cn a u)
D.B.`44 Pg.3660 / 5.00' f 0 l J / 1 \ / '�� ��" '° 9SS W 1 I / / N 12'D ive y ch
J a - ) f f r J 15 )) �� / �� /�1p0.32' 6829-77-2683 10'Side S/B C
33' � � ) � J j J � / J I )/ /� ° ^ �j � Athena Renee Jones �✓
16 r J J J 59262±SQ FT, / l / f r S32 50 54"W / Sam Jones NC Grid NAD83(2011)
/ D.B.3649 pg.2900
1.360±ACRES l (/ /ram 50.51' �J P.B.73 Pg.3 Tract 2 Proposed BUA
23787±SQ FT} I /- ( 5` / ( / I ! / / f / / / See per lot BUA schedule above
La - 1 g \ 0.546±A . S I DATE: 12.04.2023
COCk A nue 1 S81°59'S1"E / 0 1 / o L 46371±SQ FT ! '~ °�� / / �o o l l W / / / / DRAWN BY: TBC/ATC
SR2070 \ 333.63' / rn / f n / C ) h° ( f 1°29DD �/J / / JOB NO.: 23-201
30.02' � ) 1.065±ACRES � � � ` J� / 1 1 � I / /
° S2 6g 14 �
coa' ! OFF-STREET PARKING
O / / � \ ) -� / / I 1 REVISIONS:
o ` \ ` S `� 1 / Existing Zoning: RS20 Proposed Uses: Single Family Residential
J I / �j / 01.28.2024 BUA schedule and home layout
\ \ \ 8°04S3 8' 2 / Parking Calc.: 2 Spaces/ Lot
~- o f r _� / 573.39' �J N88055'08"W [ / �- Proposed Zoning: RS20
Ea � 448.74' �„ 39.38' / �-� _� C J (
�L moment erD.g.1 99 N81°59'S1,w^ \ ^ ^� /� / Required Parkin 40 Spaces.
I Cerm ntJ on F ed 14 �' `� Type of Review Requested: PLANNING STAFF CHANGE q g p
1 I o ine _r . IIII ( "� ( I l Parking Provided: 40 Spaces.
_� ( / l 68y Deans 6 // Forsyth Count
I I ` _ I / / 1 / Jurisdiction: Y Y
I '/ Jimmy Dean Speer ( / /
1 V I l r �� Danika Dawn
B 1966 Pg Speer
6829-67 3556 / 1 / I I` \ , I ( ( � /� l SITE SIZE AND COVERAGES -STREET LOADING (if applic
l I I I I Jimmy Dean Speer �� / \� 1 / //
l l Danika Dawn Speer I / / / \�� / \\ ( f J r j l ( / I Req d Load/Unloa es:
I l f \ D.B.1966 Pg.3�3 f ) \ 1 ` / J I J J / r Total Acreage: 16.569± Acres.
Watershed: Muddy Creek(Not a Water Supply watershed) Load/Unload Sp rovided:
Site Coverages:g Size: ft. x ft.
g 9.9 o SCALE: 1" = 60'
Building to Land: /°
Pavement to Land: 5.3 % (if applicable) 30 0 15 30 60 0
/ BUFFERYARDS
Open Space: 84.8
(Total = 100%) Adjoining Zoning: RS20
SYMBOL LEGEND Type Required: None SHEET TITLE:
• Pt. Calculated Point (As Shown) AG x.xx'Above ground (Distance in ft.) Building Sq. Footage (Max.): 2400 Sq. Ft. Width Provided:
A IPS Iron Pin Set (3/4" conduit) UG x.xx' Underground (Distance in ft.) Building Height: 2 Stories PROPOSED SITE PLAN
0 IP Existing Iron Pipe � Sanitary Sewer Manhole Fence Option: Yes No
IR Existing Iron Rebar Water Valve INFRASTRUCTURE DENSITY CALCULATIONS (if applicable) ©Beeson & Carter, P.A.
Stone Found b4 Gas Valve
0 RAN Monument `� Utility Pole Water: x Public Private Number of Units or Lots: 20 Units/Lots SHEET NO:
CC Control Corner Light Pole Sewer: Public X Private Density: 1.2 Units/Acre or Lots/Acre FG Flush with ground Fire Hydrant Streets: X Public Private ( 0.83 Acres/Unit or Acres/Lot) C- ■

DocuSign Envelope ID: DA5D1 C67-465D-4E34-BA89-9BA558AB234F
BEESOR 8 CARTER, PR.
CIVIL ENGINEERS LAND SURVEYORS
IMPORTANT NOTES: LAND PLANNING
1. Boundary shown is from a survey prepared by Accurate Surveying PLLC, 4970 US Highway 311 N#669,Walkertown,NC 27051
dated September 12, 2023. OFFICE:[phone] FAX:[phone]
WEB: www.bc-eng.com
2. Side ditches shown are existing from 2008 construction of streets. It is Corp#:C-4017
anticipated the side ditches will be re-shaped with 4:1 fore slopes, 3:1 Email: [e-mail]
back slopes into a "V" shaped road side ditch per the detail on C-1.1.
The side ditches will be re-vegetated with Fescue or similar permanent SEAL:
grass per EC plan details. Temporary matting such as Excelsior Curlex II �����`"""�C�q
or equal may be used to prevent erosion while the mature vegetated ����`��`�N •'R O<�'''',,,
condition is established. of E /off
038574
` /j\f
/ r\ � � r \ � •• LNG I N E�� •�`�
2/14/2024
1 Lu
0 �
❑ Preliminary-Do Not Use for Construction
❑ Final Drawing-For Review Purposes Only
�j
682E-68-9542 Z \ 1 lei Final Drawing
7�- J ` Steven K.Waddell \
Sonya L.Waddell )
6829-68-5595 / D.B.2798 Pg.3117
/ J Clarence A.Overby
/ / / ��L� l� ✓ �J 1 D.B.2922 Pg. f / P;B.47 Pg.155 Lot 15 \\ �J / 1
� � l / � � � / / PROJECT:
� � r
/ / // / ��J ��9 ti J '/ / •,ems J / _� �� N
1�08 go
—/� � / /�13 ^ � Ssr `� D B 49 83719 Pg40th
_ Britney Spaeth
g7° �� �J �— J f 1 �_ �\ �Q P.B.47 Pg.155
4- _ Lot 13
Streams and Wetlands determined
` J/ o� �� / / f ✓ -� / / r ` by Pilot EnvironmentalIj
/
o ` �, � l / f LU
/ // / � ° moo \ /
�- `` ems � � / �� � / / U
\29-78037� / / J 0
� 1- `\ `� 0 1cn Jeffrey C.Payne .f/�
N 1\ D.B.3159 Pg.2816 >
L m P.B.47 Pg.155
� � -J/ � �
o
DL#1 O l� f W This area to be filled,graded and ` v \h Name ` tir I O -_ U
/� ( stabilized with vegetation for home \\� Sg��aThb � z
10078 ±SQ FT S / site construction. See EC plans for Sg, �\ 4ta , N
^^ � 0.231 ±ACRES - �,, pp
v' / 3 ��
< � additional information.
00
� o
p \ 6829-78 2228 / ^ / L
' , I Douglas Edgar Styers Jr. / �-f 1 / / O z
D.B.3113 P9.3789 I r /
N68 38, / a8 o DL#2 I \ P.B.47 Pg.155 Lot 11/ ILL
sQs3 / 8156 ±SQ FT / f \ w� 1 J•
So, o \ f f \ 0.187 ±ACRESJTOTAL TRACT AREA 1 m
� r ,2 1 ( 1 / ( 1 / 721733 ±SQ FT a Q CLIENT/PREPARED FOR:
16.569 ±ACRES n \ �r��
3 / l r Pf
�/ SHEPPARD INC.
1 1 145' „ ` r J I J r I r I ( l / / J / C/O Domingo Isasl
9 G p l ( 1 0 J ` 1 J 1 f o f —J l 3989 Huddington Ct
Winston-Salem, NC 27106
/ Ph. No.: 336-448-8040
/
\ 1 (J J 6829-67-0908 1 / \� \l J DL#3
( Dale T.Livengood 1 \ 6829-67-1999 \ ` 11385 ±SQ FT j / ` ) ( 0 1 / /
� I � D.B.2557 Pg.1793 , � ..---- \` � + 1 / l I 1 / � J / ! M ` � ( Email: [e-mail]
/ Harry R.Mullen \ \� 0.261 _ACRES
Audre M.Mullen cc
D.B.3269 Pg.3654CO
rj
S29°41'19"W
y W E
y p 62.74' /
-Ij
CU
CO _ a°
` I a
° \� D�� D D D I ID D ( / l J ��¢/ / S42°07'03'
DL> DL7-1�DLy DL> 1 1 ! / /J ( 9 i J // NC Grid-NAD83(2011)
Streams determined by
Pilot Environmental / DATE: 12.04.2023
/ / �j DRAWN BY: TBC/ATC
a '� / ,_, / , /J J- JOB NO.: 23-201
l S S \ ) l / )
6829-67-0715 \ 1 / c� " DL#4 r f / r �j— N/ f "/� /�// ��� /� /��j REVISIONS:
Cheryl L.Whitaker ) 1 25867 ±SQ FT
D.B.`44Pg.3660 5.00' 0.594 ±ACRES / �� r'� �� s514o 5o,
l , 32 6829-77-2683
( ` Athena Renee Jones
/ I ` / _J �� \\�� \ \ \ / �1 • J I / �/� �� /S32°50'54"W J f / D.B Sam Jones
3649 pg 2900
z _50.51' /fl J P.B.73 Pg.3 Tract 2
LaLockA /`ll_ ;�� cc
f
� enue l sal°
SR2070 2 \ 59'S1"E 333.63'— C ) h° / ( 2g'00
30.0 � ) g41
o
—� o `� e 8° SCALE: 1" = 40'
Ea ") 448.74, D 0 39 38 r — / 573.39, J N88°55'08"W /
\ / / — ` ` \\ J .ti _] �r ) l /1• / f/ // �- / 20 0 10 20 40 80
\ r J
I ment per D 6.1 gg N81°59'S1"w, --�
Cente�et!=�� �ert ine 14�� _r � �S � � � /� � � �/ J •1 f �
\ o I /
I 6829-67-3556
JimmyDean Speer ( �r
Danika Dawn Speer ( 1 n �J / l I
D.B.1966 Pg.3963 SHEET TITLE:
J 6829 67 3556
I I II I l Dean _ SIDE DITCH DRAIN AREAS
l l DaB.1 Dawn Speer I / / `�� \ / �\ ( f J J r l ( / / I
D.B.1966 Pg.3�3
©Beeson & Carter, P.A.
SHEET NO:
C-4 . 0