NCC221873_Site Plan or Location Map_20220518

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1) FRONT FACING FRONT = 30 FT
I 1
2) REAR FACING REAR = 30 FT
I 1
3) FRONT FACING SIDE = 14 FT
I 1
4) SIDE FACING SIDE = 14 FT
I SETBACK 1
5) REAR FACING SIDE = 14 FT
I TYPICAL I
6) REAR FACING FRONT = 30 FT
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10' FRONT
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` ` \a \,.. ;...;- -- - - -- _� =- _-- �.: ... /// I 1. AREA DETERMINED BY D.M.D. METHOD
\ \ \ \ � VI I �� � � ..,. _..:'_- .. \ _..=, ... �.... -.� , / 2. ALL CONSTRUCTION TO CONFORM TO CITY OF WINSTON-SALEM AND I �Y"` o
. /.. \\ \ `11 !,. 1, ___ ______ ______ __�7 ,-_� /�=_ ___ � FORSYTH COUNTY STANDARDS AND SPECIFICATIONS.
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/ / \ III _ _ _ 3. ONCE SLOPES ARE TO GRADE, SLOPES ARE TO BE SEEDED. �,,.
. J/ \ ' `� III` - �Lvo '�, w"°e ;
/--t- . .. I. _- --_-__ . . . . �\ I�:j,,l� _____ ______ _____= _-_--_ _-_ __ _____ / \/// / 4. ALL AREAS TO BE SEEDED WITHIN (15) WORKING DAYS OR (30) F �,�"
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. �\ I ----- ------ ------ --- -_ _ _ \\ / /1 CALENDER DAYS WHICHEVER IS SHORTER. / \ �V.\
. ---- -- -- -- -----
\ \.\ \\ IIII �� - \_- ____ �� I // 5. SANITATION SERVICES, REFUSE AND RECYCLING COLLECTIONS WILL BE �,,,�
. . . . ,. 175 .\ \ .. II , \ _ //// DELIVERED BY CARTS PROVIDED BY THE CITY. ��
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CITY F INSTU ±' /// / /� / �0g-
� / \\ �\ \ i :` \ III i \ / SALEM VALLEY CURB / l l l l I // I l : f /�
/ - . � .� .. . . \ \ \ III I \ / " T" TURNAROUND r Nl I A� l/ , / l / l l l / l / l
. / / O . . . .. . . \ \ ' II III \ \ - \ ., , / / / / / / / I I ' / I
/ / ' o� \ � \ \\ I •:III III I ` PHASE 3 // (TEMPORARY) I :., , / / / / / / / / I
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ON 1 /, . , I
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/ RFS .\' TRACT 6 rn / / / / / / / / / , r �\
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/ / I I I VICINITY MAP
I I1 85 / / % / / / / / / ' NOT ro SCALE
/ _ (FUTURE - - COMMON / / /op , I I / / / / so / , I I
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REVEL - OELEMENTS - SF / / I I (, I I ( I 1 / / / / General:
I' (� V O' \ I \ III -/ / / / 1 . , , I I I I / / 1. Contractor is responsible for locating all existing utilities prior to start of construction.
I • 6 \ III \ O P M E N T 08 ACRES , , I I I ./ / / / /2. All erosion control devices shall be constructed and maintained in accordance with the most
III \ Q 5' /V l / / / ' I . I - /. current standards of the Land Quality Section of the NCDENR.
I Q I- 8 �/ I , / / / / i I I / / J - I / I ( 3. Stabilization stone under piping to be placed as required by City Inspector when conditions
1 1 36 i / / / I / / ' 23 % . / I warrant. -
p 25 ' ' I / ' r r / / / / I I q 9 P right-of-way
CJ% / / I . 4. As a minimum re uirement, all graded areas not under pavement and within the ri ht-of wa
. ZI I - 60 65 / � 60 55 I- 55 124 / (xj // / 3/� / / , / / / '/ / I I and/or easements shall be prepared, fertilized and limed, seeded, and mulched immediately
. - Q 1 / 7 I / / / ' / /' / , . 1 I upon completion of construction as follows (Application rate PER 1,000 SQUARE FEET):
1 I I , 5 I 1 3 ' "'� , /% O I I I i , ./ , / 1 , / I I I Type I Seeding (Lawns or other focal areas)
IZ 9 37� o CAI I \ o\" P LIC \ �I 1 u�'i 33 � N � / / 9 I 1 1 I Ui I I / I I / / I /. I / I 100 lbs. of lime
O `� 0 ^ \ R - 6 V� / F / I I - / . I • . 20 lbs. of 10-20-20 or 20 lbs. of 10-10-10 in combination with 4 lbs of 0-46-0
V I / \ 'C Q S 0) C0 / / 'p /. 5 lbs. of tall fescue, containing a blend of 2 or more toll fescues
93 _ O ZI Ii \ \. \ I I 2 / I I -. I I, I I 1 9
% 7 7r 8 / 1 /• I 1 Ib. of Kenblue or Kentucky Bluegrass
' Cn SF 6 a�1 � I \ \ BC+BC I \ �� �1 SF , �- I / / 12 ' / / I �y-� ' I I • I I / / / I . I . I 1 lb. of winter annual rye (November 1 to March 1)
\ O O \ 6�3 01v - \ ` a1^ \ / 113 I / / / / / co I 1. I I / / I I I Type II Seeding (General or low maintenance areas)
. y S ~ C�1 -� © O Z � iv 9�� / .I' I / 100 lbs. of lime
\ FW1 M O \ N CI1 a1 CI1 iv / I / / I / , /' / ( { 15 lbs. of 10-20-20 or 15 lbs. of 10-10-10 in combination with 3 lbs. of 0-46-0
(n , D i\� N \ Ul .. jv \ ;1,,, I- Cn I / I / I / . I 4 lbs. of tall fescue, containing a blend of 2 or more toll fescues
® \ \ Q1 W , 6 (n (Jl `� �3 (J1 6' 01 �� CO / ✓ I (� I I / / / 1. / I I I 1 lb. of sericeo lespedezo (use unscarified seed August 15 to February 1)
\ LLJ _ �1 cn I 6p S �9 , O ` mot,; - O ' 8� 1 - s I m , / / / .I / (May 9 )
p, �Q > (�}� % \1\) /. I : / 11 lb. offrye rgan (prior toMayor afterAugust15)
\ V "S(' �1 W I S�V.9 !� �� S "q`I W I S \ `-1' I r�} / 'p fib/ ' / ' "2G� / 1 I (� I I I / / I I / / Seeding mixtures other than those listed above must be approved by the City Inspector prior to
\ U S/' O� I O F �1- ai SF �}/✓/ / ' / / / V S / ' I / / / / seeding.
\ \ Q / OI U 1 \ n ( I� 1 \ J /X O F, / / / '� i I I / I / / 5. Prior to requesting a final inspection, the Owner must submit Record Drawings and Engineer'fs
C' (n O I,> / Q / / I I `./ 1 / . / . Certification to the Engineering Division'fs Record Center. The Owner must also submit the
\ \ m �NI Q 1 \o I O_ \ aI W �I\ I �� �S , Q�` o , 2 Jr, / / / / I I 1 I / I , / construction checklist to the City Inspector.
h Q_\ 1 \ ^I - � - I U I I I r SF <Z , / / / V I / . I / I . I / 6. All work must carry cone -year warranty to cover all defects in materials and workmanship.
\ O �* �� llm I / v �Q / / I I I / / j . / / i III-2
\ \ (� �' I 1 5' UTILITY EASEMENT �\ 5'`�Jif TY EASEMENT / / \ / '' / / / / / / I I I I I , / 7. Prior to beginning any work within NCDOT right-of-way, the Contractor must have a copy of
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28 I -60 - - - -60 - - - -45 = _ `3�'�4 0- 55' -55' c� -j -I 85' / / / I �� / // / / / / / ' / I I" 1 / the three -party encroachment agreement ct the job site.
\ \ \ _ (J) (� I 8. Prior to beginning any work, the contractor shall notify the City at least three it business
. /
\ - _ / (� C7 / / /' I / :I I I / / days before the planned start of work. Any work performed prior to notifying the City is
\ \ \ / .. ' o / / // / ',I l I 1 / subject to rejection by the City. The contractor must also contact the Engineering Field
\ '. I �Q\2 �ry0 I 020• \ C� I / / ' / /' 8 /,� / / (� / l / , /' 'l I I I I ' / I Office (727- 2362) to arrange for construction inspection.
s / _ 20_p / F/ / /-p / / I II I Water and/or Sanitary Sewer:
`\ \ i CO v I (PUBLIDAN) , v/ R AT� DRAl `/ /' I / I 1 I 1 I . 1. The most current edition of the The City of Winston-Salem Technical Specifications and
\ - - - - �� S'�C�- - - - _ - - - - - _ _ _ �iiN x C� / ACCESS E N'gGE/AN / / I N I I I Detail Drawings for Water Line and Sanitary Sewer Line Construction will govern all water
\ . / W � r- - , _ - _ - - - 7 / �a - / ti17 ��/y�,'� ]' - / / / I I I W I . \ and sanitary sewer construction.
\ n n - - - - (� n / / / I (� \ { ( 2. Water and sewer connections shall be beside each other at the center of each lot. Connections
\ (� - - - - I I �\ - _ / / I / I { { a spaced ore an 30" r center and have wooden stakes placed on each
\ Q. ��?0, OHO _ / I sidetStakes should be flogged or ointedtfor tvisibilit
\ " '' "PROP QED.; RILIW L RC) 20 // % _ / / 1 \ 3. Density tests b an independent lab are to be made as directed b the City Inspector
- P 9 Y Y P
/ / / / / / ^ , /' I \ \ \. \ at the Owner'fs expense.
CENTERLINE LINE TABLE
LINE
LENGTH
BEARING
L1
729.93
N23`11'37"W
L2
590.10
S66°48'23"W
L3
300.09
S66°48'55"W
L4
25.00
N23°11'05"W
L5
25.00
S23`11'37"E
L61
296.42
S23'11'37"E
CENTERLINE CURVE TABLE
CURVE
CHORD BEARING
CHORD
LENGTH
RADIUS
C1
S12°24'38"E
177.75
177.81
2000.00
C2
S19°04'32"E
287.24
287.49
2000.00
\ \ 60' - - - - - - -- -/- ' - / / / Ul // j / / / � '. ./ , / I 0 \ \ \ Roadway.
. i \ 5' UTILITY EASEMENT ' 45 �3� 1 I M\ 105 ' _q` UTILIT'' EASEMENT / I Z - , �3>> I/ / � /� / / / / 0 \ \ \ . 1. The most current editions of The North Carolina Department of Transportation Standard
6 O J - ,4 , / / / / J , , p ? / C)l / I { I \ Specifications for Roads and Structures and The North Carolina Department of
\ \ 6 O' � / , 1 I / / 3/ / p \ \ Transportation Roadway Standard Drawings will govern all roadway construction unless
,yj I V Q- / / ;V / �,,,yrl� / S/ / / / /' \ otherwise specified herein.
. i \ U) II o\\ y �' / \ / /, / C� / / / / ". / / / / / F 11 / / V/ / / \C\ •\ . \ \ 2. All storm sewer pipe shall be reinforced concrete pipe (RCP) (15'h min. diameter) unless
\ \ \ \G �� / / O / O / / ,pp 1%71 %O / / / 12 7' / / / / / / / I ' �� \ { \ ' \ otherwise noted. RCP shall be minimum Class III and Joints must have 0-rings or flexible
I n1 I ` I y, o r / / Joint material. Metal pipe shall be corrugated aluminum pipe (CAP). CAP must have
51 I Cl \ o � I 89 / V� / / 19 F � O _ I I 1 / I I / / / / / l 1 { \*
• \ Hugger band connectors with flat gaskets. AASHTO M197 and/or ASTM8744 must be
\ clearly marked on all CAP.
`� Y��5_ \ s - 3 - 3Q ,// / / II1 1 / // / / / \ \ 3. All drainage structures must meet NCDOT standards. Solid wall, precast concrete structures
X 6v 7c % / / I / conformin to NCDOT 840.45 are acce table no waffle walls . All i e openings in
/ 69 N6N ,� O �O I I I 125 / / 134 1 I I I I I I / / \ 9 P ( > PP
/ S iv 6 iV I ✓ . precast structures must be cast or cored. Catch basins for curb and gutter must conform to
/ �__ / 6 SFy qe S \`9\ F$,�_ y��% W I/ I O' I ItI I I I / / \NCDOT 840.01 or 840.02 and NCDOT 840.03. NCDOT approved precast concrete
F \S SF SIC / I I \ \ \I -± II I I / / , \ \ manholes are accepted as substitutes for catch basins.
/ / \ I \ (� I I I I I I I I v I. I i r 1 \ . \ 4. Frames, grates and hoods shall be manufactured by one of the following:
/ / V I I I I \ I II I I � I \ (A) East Jordan Iron Works, Inc. -Catalog Numbers V-4066-1 (E Grate); V-4066-3 (F
/ / / I \ (n 3� \ C n 1 I I I I II � 1 crate); V- Foundry
(G Grate) l \ I 6 { I V I I I (B) U.S. Foundry &Manufacturing Corp. -Catalog Numbers 5181 -6420 (E Grate);
I _ `� \ cn I I �� I v? I I 1 125' 1 I I I I I / �� ' I 5181-6425 (F Grate); 5181-6430 (G Grate)
./ I I I I S i I i? 22 1 I I 1 1 III-3
A I I Sf- I I F I I / / / I , I The number 840.03 and the name of the manufacturer must be permanently cast on the frame
// ` 80, 6 0' I 6 O' I 6 0' 6 5' (� 12 5' I I I � I 12 9' I S I � I I I / / / / I I I i . 1 I I I. and on the grate.
•/ / / �v I I / / / 1 I / / 5. Double catch basins shall be two separate basins with RCP between the basins. The RCP
1 ~ / / (� / I. . CO shall be greater than or equal to the size of the outlet pipe.
/ ' ' OI 1 I J I 1 I I I I I� / / C�', / / / I I I M- , ' / used:
driveway location conflicts with a catch basin, the following frame and grate shall be
_ Z / / I I I I I /, / / CJl I I .1 / East Jordan Iron Works, Inc. -Catalog Number V-4510
. / L al I / / U / 3 I I I I I I , �' / / , 6/g� / / / / CO I I I / / 7. 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
- - / WI I J (Jl I (Jl I / 5 I V / / S,r/ / / % / , I / % the NCDOT. The final 12'h of subgrade under paved areas and under curb and gutter shall be
,/ U / m (� I ' 6 / / ,Y /, / C I PI.I'B id I / / / / / / I / ( compacted to 100%. Density tests by an independent testing lab are to be made as directed
QI-- I d / �s - /% I1\ I I I I , ' / / , i by the City Inspector at the Owner'fs expense. The subgrade shall be proof rolled (min. 25
ZI D- I -A Q0 I' I / /SF (O / , - CAS 2 128 / / / / I I tons) and witnessed by the Inspector prior to placement of stone or asphalt base. The proof
/ / O �� - C.,J ""�1 / i / / / , S / j- B - �B I / / / / , ,/ I / roll shall provide a non -yielding surface (pumping, rutting, saturated soil, etc. are
/ I 9 O ol" 6 3t j 3 <3 - / 125 / / / / 126 / I I l I I I I / / / / . . / / unacceptable). For subgrade under sidewalk, City Inspector will probe to determine if the
/ U ' Sq 1 , �S O �� �� I / 1 /I I subgrade is sufficiently compacted.
2 C,4 6 ,.fi> C�J 6 O (� I �O / / / / / / / , / / 8. All stone base shall be compacted to an average of 98% of the maximum dry density as
I 'LU o SF FW- (n y "3 ',s3 '�29 �I / / / / / / �I( / / �,�` / / / l determined by AASHTO T180 and the NCDOT. The unit weight and optimum moisture
I: LLJ' SF SF SIC- N / / / / / / / / / I / / I / / / ,�� / / 'I , content will be the latest numbers on file at the quarry from which the ABC stone is obtained.
I �1 1 1OY I / / / / / / / / / / / / , 2 3 / / / / CA / / / / I / / . / . ) On -site tests (at Owner'fs expense) may be required to verify the unit weight and moisture
\ W CY)O 0-1 W I \ ^ 1 `.' / / / /�� , S,y / / • / / , ' numbers. Stone from different quarries shall not be mixed. Density will be tested with a
/ X (n 6/ /�' / / U1 / / qg, / / / / / r / / / . / / nuclear density gauge by the City Inspector. The Inspector'fs results are final. Moisture content
{ y 01 U I \ / bII / (�l �8� / U' / / / $/ / 01 t / / - /-' P 1IV R/AI�AGE ANY I l I,` - / / / (as tested by the Inspector) must be no more than the optimum moisture content prior to
/• paving. The stone base shall also be proof rolled (min. 25 tons) and witnessed by the Inspector
I I I / � y 9 / / / ' Cn' � - - - � / prior to paving. The proof roll shall provide anon-yelding surface (pumping, rutting, saturated
. . 0N a \ 5' UTILITY EASEMENT \ / _ _ / S_F/_2O' P_RIVA E AIN GE ND / / 1 S / I 'ES Y` ') - - . \ / / stone, etc. are unacceptable). If rainfall occurs after testing but nor to avn the Inspector
U. w 106'- 1 60' -- 60' - - 60' - -45' lb UI/ --�- -�-�� - � �_ / - - � \ � / / ., P )• 9 P• P 9, P
/ ACCESS SM .TYP / / and Engineering Field Manager will determine if additional testing and/or proof roll will be.. .
r / 125 ( /) / / 125 / / / / / � _ - - - _ `- I \ .\ \ \ / / required.
- � < / / / / / / / �i -I T - - \ - \• \ I _0 / / /' / 9. The City Inspector reserves the right to test asphalt by core sampling or by nuclear methods
/ / / \ I \ - -p / / / / f at the Owner'fs expense.
r - - f - �- - - T - - - -/ _,L - - - - _ ( \1 - \ \ \ - / / , / /10. Tack coat to be applied to all existing asphalt surfaces prior to placing new asphalt.
\ \ / W _ - ,? / / / / / / 7 / \ CIl ` % �`' \_\ \ \ \ \\ I' �_O//// / /11. Fealt lifteof asphalt to match gutter (maximum Wh above gutter). Asphalt below gutter is
n c / / / - , . \ \. \ \O 0 / acc p ab\ . \ - _ - - _I- PL - E -4�/ Ot _ - I /%,%6' V I / O�, I \ .\ I 7 / / , / unacceptable.
Sub -drains to be constructed as required by City Inspector to stabilize the subgrade.
. \ (PUBLIC) n n � /6/ (11 / / / � \ - ` S,r \ I\ \ I� 1 ' I f / / / Method to be determined by Owner'fs testing lab or Owner'fs Engineer.
\ . - \ 1 (� / , / = (Jl 1 6 ,Q t, \ (n T 11 \ \ \ I - \ I \ I I I I • IS -rl _ Z / / / ' / / / 13. Existing curb and gutter and pavement to be replaced or repaired as required to tie to sound
\ �ryh ``2 y / SF > V I 6 \ \ 1 2 8 1 I 1 I I > I 1 1 . / / / / 777 / ./ Imaterial.
. .:...... �**
I
FL . •:.... ";..,: : ;•. 1• !••,•,'•` ' O• I/ / �� / rn r/� \ I \ Z _ / / / ' 14. Wheelchair romps are required for standard curb and gutter intersections and at locations
\ '7. / 25 `� r v r I ' \ �� ''� I ` \ \ II I 1 I I I - I / / / / shown on the construction drawings. Each ramp shall have a 24'hx 48'h area of detectable
\ ,..r ' 125 \ / I TZ I.. / / / warning
T T \ \ I I 1 •I I / / / / g domes. This area shall be a one piece panel (no concrete blocks or stamped
.\\ \ >: 28 \ 60 5' UTII ITY EASEMENT 105 �3>> • / / II 1 1 II 1 1 \ \ � \ I \ \ \ I I' I - I I - /' /'' / /'. / / // / concrete). Cast -in -place composite panels shall be ADA Solutions, Armor -Tile, or approved
'ES _ I, `� equal. Color shall be black. Paintingof the products will not be allowed. See NCDOT
\ �10 \ \ I Z 1 \ I uJ / ✓ / / . / . 1 I \ \ (Jl \ \ `� \ I I\ C\ { I I I . I �� I I / / / / / / / / Standard Drawings 848 for ramp cnstructiodetails.
. • • \7. I \ \ y Q 10) I i/jll I / / / / , W W I I \ (1l \ \ I \ � \ I . 1 ( . I / / / , / / / 15. Guardrail to be installed (per NCDOT Standard Drawings) as required by City Inspector and
Ld �� I O \ �V / C11 K� 6' \ I C11 y� ' �32 1 I \ I 1 I I / , .,. / . / / at locations shown on the construction drawings. Reflective end of road markers shall be
\ \\ ,,/� \ \ 1 \ C9 1 % • I CQ 6 4_'
p \ \ S� \ I \ I I I I / / / installed (per NCDOT 1264) behind guardrail at turnarounds and dead end streets.
SITE DATA: Y - ' . / 02o I Q ' �7 I XI I C) X ' I ' V/ \ \ Cn \ I \ I I I . / / / /' / , , / / 16. All expansion joints for concrete to be sealed with silicone or polyurethane per NCDOT
Z 0_ PPP i I I • I I • i specifications. Hot applied joint sealer shall not be used. Color must be gray or a color that
VERNON FARMS PH 3 1 . r \S,C- I C � S S,r \ m m S,r \ \ I \ \ \ 127' �\ I \ \ 1 I I I / / % / / / / matches to concrete (not block).
\. -• _� Di , 1 \ \ , \ J ` J cil \ I I I / /' % / 17. Sidewalks shall be installed in the thicknesses as follows:
SECTION 1, TRACTS 3 8c 4. \ �0 - - I I" 125 \ \ r \ 125 ` I \ \� \ \ \ \ I F M / / / I a. Residential: 4'fi thick
\ 9 I.�\ � � 125 \ \ � \ I I I I 3 �M ON / I I I I 9
{ 1 I I / I. 6'h thick from PC to PT at intersections including HCR.
PIN: 6855-74-7927.00 PART OF �I \\ 1 I 3 F/V / /. /
6'h thick across all driveways
( ) \ r \ \ I ��%* I I II I. %S I I . / b. Commercial 6'b thick
TOTAL AREA: 17.21 AC - 3 ` cSs I �IW \ \ 5 ' 1� D \ Q \ Q \ \ cn I I I I 1 1 '1C / I I: IcS 1 p I 1� \ v) \ d3 tj �I I I Ul I I i. I I .RFS I I I 1 c. Industrial 6'h thick
j \ PU LIC 7 7 I 8'h thick across all drivewaEX. ZONING: RM8- S _7 p 36 /J 2p p S 1 1 w U1 �3 s ` CPi. R W (� \ z \ z �% \ rrl 1 I -I I � I DI Jl I I I I 1 / I I 18. All concrete shall be a minimum of Class A (3000 psi). Class B (2500 psi) shall not be used.
/ `� 6 ) 1 ,�F I I C� O - I /� \ I I I I I The contractor shall provide test results for slum AASHTO T-119 ASTM C-143 , air
9 o U 6 O \ �. \ M 1 6 �/ \� ccnn \ 8 ID Cn I\ I I l n \ I \ I i I / I P P( / )
PROP. ZONING: R M 8- S � 1 / O 1 U % \ BC \ Cn Z , C4 \ rNTI 1 fr7 I I I 1 -0 \ \ �O \ I I I I / content by pressure air meter (AASHTO T-152/ASTM C-231), temperature (ASTM -10 4)
N Q V �' BC y SF - { , 1 (n 70l { _ I / /I I and test specimens (AASHTO T 23/ASTMC 31) for concrete sidewalks. Perform one set of
• - % O / / "I 1 SF \ \ \3 \ \ D I I (nl - ' \ \ I / / / I I tests within the first 10 cubic yards poured on the project. City Inspector may request
PROPOSED USE. RESIDENTIAL - ,,) , \ I I \ , SF __ � _� 20=�RIVATE RAINAGE ANDZ_I 8 m I 127 I. \ I \ V\ I 1 . / i I ( I I
-7 Madditional testing thereafter.
PROP. N0. OF LOTS: 62 i . w y)SF _ / /1Z / I I 125 \ \ \ 125 ACCESS ES TYP IK I I K M I I I 1 I 'I i �8 I I i I Roadway Final Inspection Procedure:
C 1 / / I \ \ r�1 I I I �I rTl I I I I I I �,' I ' I 1. Owner puts down 2'b asphalt and raises structures to final grade (including concrete collars
LF OF STREET: 2,432 LF �2� (n / / / \ \ \ � \ � { 125' I M I I I I Flo I I I )' I f I. I I I I 1 1'h below final grade). Asphalt is to be placed around structures to prevent damage.
/ - L \ \ \ ,. ^ I 1 II I 2. Owner submits Record Drawings and Engineer'fs Certification to the Engineering Division'fs
AREA IN LOTS: 10.49 AC. \ -\ I // ,/ ,/ \ \ \ I \ \ '� \ -- O -O ---7 _\_-----�\ . \ �n 6 Z I I I - I I / / . j I I \ I I I Record Center.
/ \ \ \ (n 1 9 1 - / I I I I I \ 3. Upon approval by the Record Center, Owner may request final inspection for water and/or
AREA IN ROW: 2.88 AC. 9 1 I / / / (n U1 1 \\`�� � \ �9 \I I II II/ D' //II/ I' I IIIIsantary sewer. Owner shall then submR the construction checklist for water and/or sanitary
N ELEMENTS: 3.84 ACf / / / `� U? 6Sa��%�� U? U' \ L W \ o I \ ANb I / I I / I N I I I I sewer to the City Inspector.
6 Ul 6 Cn \ ??�0' RIVAT DRAIN G III-5
/ , , r r - 1 1 I I : I I I i� 1 1 4. Prior to the placement of the final 1'fi of asphalt, the following must occur:
EX.BUILT UPON AREA = 0.18 ACO. / , 0)/ / S SF I � I �' \0 S \ O \ \ I \ CCE�S ESMT.(T, .) I I 1- I I . I 100 %of houses must be built or one year has lapsed since the approval of the
/ / _ \ -" F , \ \ iF { I . I I I. , I I I 2'b asphalt.
BUA IN STREETS: 1.64 AC. 60' 125' 0 \ - 125' \ 125' \ \ 126' I I / � I I � I I I. 5. a final asphalt must placed a t years have lapsed sine approval of the Th
' / rTl \ \ - -F - - - -,- - - - / I I I' I I I I as
alt (layer. S Surety mustbeapproved by the (City to cover the 2 year period.
BUA IN SIDEWALK: 0.27 AC. /' / ter/ D \ \ I I� / I I I . I I 1 I 1 1 6. After placement of the final asphalt, the Owner may request final inspection for the roadway.
/ 65 / ff l \ \ \ \ \ \ I I I 1 / / I I I I 1 I { I I I I 1 Owner must also submit the construction checklist for roadway to the City Inspector.
BUA IN LOTS: 62 LOTS C�? 2,000 SF BUA PER LOT = 2.85 AC . / / 80, m I \1 \ I \ \ \ \ \ \ \ \ I I ol I 6 27 1 / I Cn I 1 1 I... 1 1 I I .I I I . I
TOTAL BUILT UPON AREA: 4.75 ACf (27.60%) / v, �s Z v, \ \ U, \ \ \ I I I - I ,8 I I I C1 I I I I
/ (n 6 O (n 1\ �, �? 8 '2 I \ (n \ 6 r 19 Cn I I ,> F I I I' I I I. .I I \. I 1 I.
IMPERVIOUS SURFACE AREA: 4.75 ACRES / / - 8�S _11
\ - I �S I 1 - \ '8� \ U' I I 1j I I I I I I .I i I
DENSITY: 3.60 UNITS/AC l l I SF \ I I SF I SF \ II 1 125 1 I I I. I �\ \\ \ I I I I
' ' I \ I 1 I. I I \. 1
I I I I 1 I \ O I. I I .. I I
WATERSHED: WS III - SALEM LAKE WATERSHED PROTECTION / 125 � 125 I I 125 I I I I I � -, \ \ I III I j \ \ . 1
DEED REFERENCES.•
D.B. 3424 PG. 2568
LEGEND:
EIP
EXISTING IRON PIPE
P.O.B
POINT OF BEGINNING
S.F.
SQUARE FOOT
P.B.
PLAT BOOK
PG.
PAGE
R/W
RIGHT OF WAY
WV
WATER VALVE
MH
MANHOLE
W.M.
WATER METER
B/C
BACK OF CURB
D.B.
DEED BOOK
D.M.D.
DOUBLE MERIDIAN DISTANCE
N.C.G.S.
NORTH CAROLINA GEODETIC SURVEY
NIP
NEW IRON PIN
P.T.P.
PRECISE TRAVERSE POINT
TYP
TYPICAL
PROP
PROPOSED
SAN.
SANITARY
INV.
INVERT
FFE
FINISHED FLOOR ELEVATION
DOT
DEPARTMENT OF TRANSPORTATION
EX.
EXISTING
. 1 . I \ 3� / ) �, I I ��(69;0_' ' I cn I 66�I- -1 4Cn � \\� � \ l I / I .I \\\ \\ \ \ \ \
-_ -11 . \ � - I I I . \ \ . -�
\ Cn 6 0 Cri I/ Cn 6 �� I I I 6 C YI I I w I ��- I I C'' . . 1 r I 1 ,� / I 1. \ \\ \
I � I , � \\
w 62 iv w 56 I l i 6 w I I\,---
\ I I , SF l SF / / `3 SF / -124' :PHASE 3 SECTION 1 TRACT 3. 213' \ �, ..\ \* \\ \,. I
I\ .: \ \ I N � 125' PHASE 3 SECTION 1 TRACT 4 -- ' '� ','� = ' ' " I' .' I ' / / I \ . , .I {
\ \ \ o \ \ / - - 125 - � I / / �125 .,: / / I I I I I / . /. I 1. \ \ \ \
\ I I I I I I I I .I I I I I 1 1 1 I Q/Ii I \\ \\
\I .. 1 \\ \ \\ ^ \ //1 , --- oI II I� I I 1 I II . Ilyec Bc1u /I I \ I I I I I.II I IIII I. III i i . �n��'�� II \ \ \
\ k �.� I I I hx \ \ oI : 11 / I �� I III IIII IIII I 1 I. 1� / I
/ \ \ \ V_ z � tl��) &' I :• I II I '1� �s) PHASE 3 �3;s f r(II.
e I PUBLIClll I \ I I III 1 1 1 I I `III I /. / ; ; .I ' \I. '\
I \ \ w I :�� III III cn \) 0 1 III R)`W I 1 I I I I 11 1 IIII /
z \ // III I III (� , SECTION 1 TRACT 2 �I III f II i 111 I I. 1 I I i I i I r� I / . I I `\
\1 \ \ \\ O - / II \ "1 / V III III I I I I �\
--_ , .::' II) 1 ( -- P. B. PG. u 1h I I I III I I I I. I III I I I I i ..I / I f \. .
- P - POWER LINE (OVERHEAD) - - -� - ' - �. ` I I I 11 I I 1
O - - - ,---- -- _ - \� =- -----_ I ----------1-- III III' I I . I J / /.
"" WATER VALVE _ __ _ _ _-\ ___ __ ___=- _ \ ___--- --- %� ``�'1==-I---- _� - _ 1== 11 I I 3 � 1 1 11� �P I I I �. I I I I I //� l 0�� �M-
�a U I ti � I �� 11 1 .PER
POWER/LIGHT POLE -- _- -_- - ---= w F- w - -_----------___ ___ = -0� -�-- �__ _- --=--= �-W =---=== I I I \ / I 1 � \ -
1 - - _ �N _ \ P TQIIA DRIVE- _ ON v,_ 1M I 1 11 1 I IIII I 1 1 I I( \
FIRE HYDRANT - - - (%� U > - - W o 1- / - - - - W q `----------J I I I I I I III 1 \.. \
Y / /_ /_ Q w_ _/ / 0 1h I I I I
_ === =� =_= -=== _ _====_===_ ===- O/===____-- __------------ -� -- _ II 20' PRIVATE DRAINAGE EASEMENT 11 I. 1 I I I I 1 \I. -
S SANITARY SEWER MANHOLE IL Q %`� r---.�---�" --- _ _ _ _ _ _ _ _ _ _ _ _ _ = , , I II -� I 1 III 1 1 , . I I 1
Q EXISTING IRON PIPE w � .. ----0 - : I L�• - :'E9(:._S1' LK r�. ..« _.
WN!
X WATER METER
(D TELEPHONE MANHOLE NOTE: THE VERNON FARMS MASTER PLAN ALLOWS FOR
(Gv Gv GAS VALVE 30% BUA TOTAL FOR THE ENTIRE DEVELOPMENT. PHASE
3 LOTS WERE ASSIGNED A MAXIMUM OF 2000 SF/PER
LOT. USING THAT NUMBER AND THE CALCULATED BUA
FROM THE ROADWAYS & SIDEWALKS IN THIS SECTION,
THIS PHASE IS CURRENTLY AT 27.6% BUA WHICH IS
LESS THAN THE 30% BUA MAXIMUM.
GRAPHIC SCALE OWNER/DEVELOPER
STREET DESIGN APPROVED 50 0 25 50 100 200
SUDBURY DEVELOPMENT, LLC
STREETS & DRAINAGE P.O. BOX 16168
HIGH POINT N.C. 27261
( IN FEET ) PHONE: [phone]
CITY ENGINEER DATE 1 inch = 50 ft. CONTACT: BARRY SIEGAL
PROJECT TITLE: � TERNON FARM�7
PHASE 3, SECTION 1, TRACTS 3 & 4.
ABBOTTS CREEK TOWNSHIP FORSYTH COUNTY
WINSTON SALEM, NORTH CAROLINA
APPLICANT/OWNER/OPERATOR: SUDBURY DEVELOPMENT, LLC
P.O. BOX 16168
HIGH POINT N.C. 27261
PHONE: [phone]
CONTACT: BARRY SIEGAL
I
�'pn 11111i8`�
+E ngineering, Inc'.
2./
_ EAL9 -
-Since 1974-
= 19773
1 Engineers Surveyors Planners
01/2-7/2.2 t
4609 Dwndas Drive Greensboro, NC 27407
�/ ft
�,v FNG I N EF R � / .
Phone [phone] Fax [phone]
!Oj ��
FIRM LICENSE #C-0168
�i*,, �„\- ,,,,,
PROJECT: 106-13 DESIGN BY: ADL DRAWN BY: DLY
H:\DRAWINGS\MOUNT VERNON\Vernon Farms phose3-sections-tract1-3-07-07-21.DWG
SHEET DESCRIPTION:
SUBDIVISION PLAN
SCALE: 1"= 50' SEPTEMBER 17, 2021
REVISIONS:
SHEET NO.:
OCTOBER 28, 2021
DECEMBER 08, 2021
3 /20
JANUARY 27, 2022