SW4240401_Plansheet - Grading/Drainage Plan_20240801

REVISIONS
GRADING/EROSION CONTROL NOTE:
REV.:03-03-23;SKETCH PLAN COMMENTS
A GRADING/EROSION CONTROL PERMIT WITH FRO WILL BE
u0 SUBMITTED TO THE CITY OF VVINSTON-SALEM FOR I REV.:03-29-23;SKETCH PLAN COMMENTS
✓ I _
111 REVIEW/APPROVAL PRIOR TO ANY LAND DISTURBANCE. / /{ \ \ \ C~\`\\ ` ��\\ ~')W 1 \r`k�K 4 v\� -`\�\ _- = _ -_ J l ) `
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`I REV.:0&01-23;WALKERTOWN TOWN COUNCIL COMMENTS
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~ / REV.: 04-02-24, NCDEQ COMMENTS
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\ \ J } - I/ 1 REV.: 07 31 24, NCDEQ COMMENTS
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NOTE: / / I/ ST ��b ��/d / 9PROPERTY( LIB TO BE REMOVED-AAA \ \ /� \ J/ ) { ' �I )- 111) III J f l 1 / / R (?` `� / s\ \ i l ll l I N PF PkTY/TO BE INCORPORATF(D INTO \ \ t i ) I I II y ! �/ 1 /� ETo rho q / \/ l \ / r11 / \i7HE V1/I-�ITEHALL VILLAGE M�CSTER ) \ / i\ \(71rl� OWNER'S ASSOCIATION
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JSEX.b D)HATER
D EX
Ti ■■■■■���� ■■■■ S83°2 \ ,a,��l Ica , w II
.... �\ �
4 �� ��` /77 ■■■■■■■Uu./5'■�■■■ ■ _ 1- 1 - , S83° 3'35"E / ✓ \ as��„-a O OPEN S8 �2 1033. / -- \ \ ( T
f�J I 65.3' `S� \ �j 2 '45"E l��\ \\ 7 F .���9 2 \c`o - \r�.J�OI`4 I\\ Y
v/'\ J p� �� 37.7' 37.7' g 1 V\> 83°23'3 �� �q` `\_ _� �1..• f � I X ~�\� \ \ 8 'I
$ 37 f yr f�YfrllT7
MALI�INDR 5/N6H 6HUMMAN 7 - g 10 A - HEO �L J 6\E/ gSTE _ -- __ �\ \ o
N.T.S. / W _ _ I1.00' 5 /LL 4 In I I
RANVIR K 6HUMMAN \ 65.3' \ rn \1 1128' ( 11VNERS-'AS5OC i -- _ � � LU
�� 5�s -� k
121�J ❑ s \ /4T{10N N PIN#6868-1/-796/ •� � F � M
BLOCK 2153 LOT/0/ / { 4 0
Da 3610, FIA 1545 -- N Q 6 \� \ b � � c" ,, S8323'35"E � __ZONINC�R5_OJ m - 7.5 . N aPvc 9 59k{.69' \ _JLJ \ E: \ M8 HT IRON PENCE \ W/B ILK OL Ndr.VB'
/ .7 `+ 11 ., III l II TOP 980.911 0 ) 1
Yr/BRIG COLUMNS ■�,
J 1 FFE: 98 Rs. F \E; 988 / r F - 5 16 2a.3'� 2a' s I INV 97 _ _ i \/ �\✓/ co
FF G D 1 - 17 2a.3' 37.7
� TYPE I\/ N 5 ` - OPEN / E: 9 7.30 85. p �(18( 19 37.7' _ -,, z_ In cv
a BUFFER YARD 55.8' O SPACE I 88 ,\ w 97 F I\ I o J 20 28 `Z 1 4S SCM� 8" 980 , I ry
tb ro ANdfi 18 .,~ r
CONSISTS OF LE-(LAND CYPRESS TREES •' / /f � � 985, � J
65.3' S�:IG..hLALK.t { RELOG TEE . rn l 0- r / n ^ m 28.3' `J _1I
JI PLANTED 8'O.G. ff AT LEAST 6'TALL J /' -,t gg6 LE { S� _` f 1 OPEN M -� FF D F / rn \ J m f()
CUSS ESM'T. y
AT TIME OF PLANTING \/ Z SG��Xpt VALLEY j SPACE 7 9 2.50 13 7 22 23
W 4 ' ti4PG��SS 5 C&G )ACC' M \ • 8 { 34.3' 981.L71 1 f K C 24 25 I I (�/ z W
v H Q m
/ BEGIN PROP. / VALLEY g N / ) D K J KAREN BARRON DILLON v LW O LW X F 5 cO ( co VALLEY FF F\ RETAINING ❑ 65.3, © / C&G ) • ® N J r E: 980° I In tY
PRIVATE) ( C&G 20 J/ \ PIN#6868-2/-9743 z
EX. TW':986.0 BW:981.0 • E g8a OPEN n 14 �/ BLOCK 5171 LOT 005Y Z W
\ Ow 984.0 DNUE OMR k ARWND ! �) / J •! $PAC-=' - r-
--&CEWALK --- I PROP.BIO-CELL lj1 ° ) �15 R ✓ I \ DB. 3064, P6. 3362 z Z _
NCDOTI_C ` K TOP SOD: \p�c is > END OP. 1 ) DISTUR f. .. 15 �Ca Rcp -ZON1N6 R520 { Z (� z
48
RET ING
a \Da ��TE8�E8 ` \ �� ELEV.: 981.0 H o W L f ` / , $ 1 J O J O
NV 97 71 / � -CELL E. 98 � � � r� f 5 GONG.WALK. .O A ES± } ❑ � 1 �r 19 / \ �� I �� � O aj
( 7 O / :4 VALLEY 1 gg� / LW~ z
9 9 \ m o0 1 t0' 1 3 2 \ f f N / C&G C ti j OPEN - W< Q 1
UNUE OVER k AROUNP - I a
SPA
\ h �•�� ��\ PROP.810-CELL I / .�u3 f / a' ° .WALK.: 16 ` I . GE y` I Q D_ 't z co
co I Q /1 ( Q o
) -RcP- _ VAYLEY 1 \ Z
wj�•• OPENS 44 _ I S TYPE I V / I m
\ �8.Pv SPACE ) m� / 43 42 41 r A T 1 ..:�. ✓- C&c I f BUFFER YARD �' O m
\ \�� w \ •• 1 986 C T v ` ok /f / pp� 1 40 39 17 HALk 0 I \ 6ON515T5 OF LEYLAND GYPRE55 TREES Z
EX. 983.58 W \ ••}®�. £sM �I■ g°29'rJ4"N �� `2rl g/ j 1 988.6 Q F E:985. J o
FUT •• ti ■■••� • f FFE: S 0 { / F 981 , ❑Il CD �7��RTIM�,QF PLANTING LEAST 6'TALL I z
O
URF�' �•�� 1 i f � 987.30-- \ � � � 3g 93 u �' 20 I �, �--�-----�\ I Z =
%r�F\ IMEN
1J J I Q-
a FD k \ �/ >1 / Cl - 5 s FF 9
�z \STREET / M off . ssa / 9 .93 / FFE: 2.60 29 28 4
EX. CbNC EX YARDNCDOT Cl �✓ o CO . �REIv1 VE E 990 ® 23 / 1 / `y�,- j 7 26 I I
d 3' rn \
SIDEWALK--lop 985.25 ^�. r�l r� WALLA
ti9�\ r .GRATE 984.60 so, ` i � l w / N
�� V 972.1 k FS /\ / f 124MANJT.M w I� ✓ f \\
/ \ S -gEt4' 1 r r�982
I �' / � / p I AccE�Js ESM'r. ------- 2 f 1
I 1. NEGATIVE ACCt8S ESIV ( I!j ;. M� �r )- SPACE // z �%ti 24 I✓ OPEN r a 4
A )ACEry�f�O OLD HOLLOW ROAD , , n \ j i �••• 'gyp / v ```p�111111U�� ii
LEGEND \ �I P�OPE TY MINES. \\ .T DOT CI �� ♦-•j���M r j ( SPACE �PEN / 2'PVC I EE SPAE LE AINI GPWAL� m pp I ` `'(N CA/���4j��i
o l DRO ESPINOSA ao' •• _ r / -- ti'••2
BOUNDARY CORNER -NEW IRON ROD I o I � �>• TOP 98. `" \ N6g• �/ ,� �.V.� 1•• � > � � ( CC pAt 28 ts• � � OFESS/O
UNLESS NOTED OTHERWISE ! 1 f ATE 9a2.93 F �`� \ • \ / / '•7 L
\ J Z AIDA R5PlN05A 9" PROP. 5' CONC. / C&G =�••' e y
NIP/EIP NEW/EXI5TIN6 IRON PIPE # - - lO `\ NV r " tiNs9 SIDEWALK N)/°�\ /�♦ 11♦ f, \ / t / 34 / r I I ^ I = SEAL
PIN 6868 11 9522 3 •• } DNUE o R a -
NIR/EIR NEW/EXISTING IRON ROD LOCK 5/70 LOT 00/ / \\ 1 w'49 w 8 4 S5"w '�♦•�sMT\ �4-, S. / / GG pROP BIO- aLLND 1 �\ (� 14984
NMN/EMN NEW/EXI5TIN6 MAGNETIC NAIL j DB. 3373, P6. 3012 I Oi` \ \ f\ ��` \ 9�2' •�••1 � \ � )'� / /) � 25 30 I I 1 `\ �y
� I
J ZONING R59 660, \ \ w �� _ ��••• es r / I _ r I I \ �i"9.
® NON-MONUMENTEDPOINT 1 / Low \ �W �3` C • •• \ F E: l \ � � '•.,GINE�..��``��
� �\_ �_ � /�i�•� yes � �r� � - 9�19.00 I I � �� '' v �•
NCGS CONTROL MONUMENT ) IC rO
❑ RNV DISC ( 1 f I l�" ,/ \ , 8gs ^ �\ r� �21 \\ 1•�• MT \ \ )� E�97 u ovo 3 S' b I I PROP. \�I '''''� oil
P
RN1 RIGHT OF WAY t I � / ) I - s6J p0„w \ FUTR J ♦�.. .T� \D 33 I.• �/ " BIOZ ELL J I I WALL
1
DB DEED BOOK \\ 1 r} \ �' \�I OLD 5T/LL VENTUh?.E'5, LLG m S� , �` �� } FRM'tvoTVFTI � •••�� 1 � (• �� 07/31/24
\ \ ,- 1 PIN#6868-2�//l r0436 / _ E EV:9 3.00 I I K�4RN BAl<'IOIN DIL L ON
PB PLAT BOOK \\ / 1 BLOCK S�Q�LOT 003E l/ o Q \\ � � } IRFO °: 43 21' A!1,� 32 ITl
oP D:
CENTERLINE DB.�V9/,P6. 407 { � / �_ _ \ PROP. COI 4 .1 f FF r✓ ` I°'I PIN#6663-31-0512
28.3' 28' 28.3' J A / \ • SMT BLOCK 5/7/LOT 032E
AC. ACRE , ZONING R59 \ SIDE ALK �• 1 I I
Jl ` \ w �' \ �• DB. 3064, P6. 3366
SOFT. SQUARE FEET } \ / fi� /� �\ \
DIST. DISTANCE K D K \ I > q \ PROP.
a` I ° q es ` I I ZONING R520
> STREET MTV 078 ING UEO14R AROUN
L " ROP.BI cELL
P.S.D.E. PRIVATE STORM DRAINAGE EASEMENT ( / // r \ ~`` \ q�� 7 \� 74
M ,n \ I / \\ ~\ �� GRATE98. \�\ \ 3 \ \ J/ ■ 974 /
�I HH
MBL MINIMUM BUILDING LINE \\ GUY) �� \ \ : °.:■.. .. 9 / \\ 9j m _J
U.E. UTILITY EASEMENT 34.3' 28 34.3 C UNIT HEIGHT:32'± \- \ ( /� I J ' \\\ S J \ \- ■ m ■ FSMT�2 9�\ I I ?J y
rL. D UNIT HEIGHT:31'± I\ ( ( EARTH JO�of \ -\ ■ �4 I
HGR HANDICAP RAMP CONC. ? /� I C ' '/r \ PYN#6866-T'-2483 \ \ \ � � �� : ne s s. 9j6 /
SIDEWALK E UNIT HEIGHT:23'± \ \ / ) \ \ EX. SAN MH \ \ N� ■ o /
DRAINAGE EASEMENT F UNIT HEIGHT:22'± \ / \ ( ✓ \ \ NV 975. 5J„� 1 �( ,19A7NT { i\ g
D.E. I l , ( BLOCK 5/70 LOT 0058 \ \ r 133• \ �■ I L
F G '+ 1 I D8 33P�3 P1 �63/ - E �I RE
I KAREN_BARROW DILLON O
/ FACE OF CURB K UNIT HEIGHT:30 _ \ ' l / Y \ 1 4S6 NgNO Q 7I � `
( ZONING R 9 0 \ \ f R/W / 24 Tj / PIN#6868-2/-949�/ \ �J
I / 1.0'NEGATIVE AC ES�S SM'T. tea• L/
nnnnn STREET NUMBER MAX. HEIGHT:45' O 1 l n \ \3 ■ ■ \ YARD RCP � BLOGK 5J7 LOT 358 V ■S.S.E. TYPICAL BUILDING \ I ) ( I I ADJACENT TO OLD HOLLOW ROAD \ �'° � ■ \�� L � RIP-RAP RON \ C '3
SANITARY SEINER EASEMENT NOT TO SCALE I
t I I 1 �\ PROPOS SIDEWALK ALON OLD HOLL y I I ! PRO��RTY LINES. \ \ ���as� a IN END EX.15'� �� x5',v=5'• _ DB. 3084 P6. 336E
SURVEYED LINE I \ RD. (HWl( 66) WILL BE PROVIDED BY NCDOT ! \ \ ` ��Nma� =11 ■
t 1t 970.77\ ■ \X6 I. � \�cuss 1 aP�F\ ■ N r \ ZONING R520 � 4
\ sa ■ a ■ i R � Z■
i r\ \1 )l/1 GHR/STOPHBT� KEr \ k 1 --z■..�rP
WITHIN TIP PROJECT U-5824. Q \ PROP. 5' coNc. \ O 4-
REZONING NOTE: \ PIN#6868-2/-43,4 \ f Ex. DI N t O
LINE NOT SURVEYED a o SIDEWALK ENDS
/ \ \ � 1r� ,� \ 7 ,, I f J '�`�., BLOCK 5/70 LOT 006. \ \ � �- � TOP 972.53 ��� w � "' �•T PROPERTY LINE Z
EASEMENT LINE E E t ) DB. 3654, P6. 3294 1 \ EX.DI fX l5 II \ ,
CONDITIONS FROM WHITEHALL VILLAGE(WA-024)THAT ARE STILL I TOP 975.03 EX �AAN M \ \
1 ZONING R59 \ } / INV 972.32
RELEVANT WILL CARRY FORWARD TO THIS REZONING. SEE BELOW. �I I I J I T �I \ I / TOP 95.16 aa� ` �
flRAII A&E CAL.CoU .A I IOI 5 \ _ I I / INV965.16 � �`t9 >\ /
# ...INDICATES RGP PIPE STORM STRUGTURE INFORMATION \ I 6�4RRETT L. BODSFdRD �_ , EX.DI �� \
RATIONAL METHOD: Q = GIA(10 YEAR STORM) ...INDICATES NYLO-PEAST(PVC) ) MARIAH M. HUTGHlNS� I -�� \INV 96 97 \
WALKERTOWN-SPECIALUSEDISTRICTPERMIT STRUEL STYPE TOP INVERT IN INVERT OUT / I / I I/ 1 `�'�� �\\ � � � f"- ` � � L ■(1
PIPE AREA TOTAL GOEF. RAIN G x RUNOFF PIPE SIZE NEEDED PIPE SIZE USED LABEL TYPE ELEV. ELEV. ELEV. I PIN#6868-2/-6226 � V J
MOnUm6ntatlOn Notes: SPECIAL USE DISTRICT PERMIT # AREA FALL (GFS) SIZE SLOPE GAP SIZE SLOPE LENGTH I / BLOCK 5170 LOT 008E ZAGHARY W. M4'TlN `` __92D
In order to enhance drawing clarity, labeled or unlabeled Circles may A D.I. 981.50 985.00 J / ,_ \ .
DB. 3597, P6. 790 ) / A3HLE7-M. MAR / EX.DI \ ELK
be placed at the terminus of lines and at points of curvature, Issued by the Town Council B D.I. 986.00 g83.50 g83.40 / / )
0.05 0.05 0.60 6.84 4.10 0.21 8" 0.03 0.21 8" 1.23 122' �f ZDIV�l l6 R59 f # / TOP N967.32
965.
tangency and intersection. When said points form a property or PIN 6868-2/-722.� �� INV IN 965.39
boundarycorner the existingmonumentotion discovered at that point oftheTownofWalkertown G D.I. g86.00 g83.00 g82.g0 / /}
2 0.10 0.15 0.62 8" 0.25 0.62 8" o.so eo' �E l 1 / BLOCK 5/7o LOT 0�98 / � �� v our 965.24
is shown Circles labeled "NIIR" or unlabeled empty Circles are 5/8" D G.I. 984.80 982.00(3)(6) 98I.9O DB.23b7 P6. I6;4 /JAIVA 1NH/ �R Bl�//NG7 � � � � O
p y 3 0.05 0.20 0.82 8" 0.43 0.82 8" 0.53 169' / I 1
New Iron Rods (rebor). Circles with on "X" are placed at points that E D.I. 98b.00 983.80 1 ZON/N6 RSA l /� P/N#686�-2/-
The Town of Walkertown Council issues a Special Use District Permit for the site 4 0.12 0.12 0.411 8" O.I6 0.49 8" 0.52 134' * 't E EX.PIPE
are either not required to be monumented, such as meander points p F D.I. 986.00 983.10 983.00 ` f BLOCK 5/7P LOT 0/0 /'
referencinga water course boundary, or points inaccessible due to shown on the site plan included in this / J / N 964.75 `
y p p p g petition of George Sowers(Zoning 5 0.07 0.19 0.18 8" 0.40 0.18 8" 0.60 61' �E // r D13 2022�t,P6.2607)
G D.I. 986.00 g82.60 982.50 / r
obstruction, the latter case beingreferenced as shown. ZON/N6 R59 / Ltu
physical Docket WA-024).The site shall be developed in accordance with the plan approved by 6 0.01 0.20 0.82 8" 0.44 0.82 8" 1.35 37' � H _ _ 1 �
F.E.S. 981.00 /ti, ` J / / EX.SAN 18 0-
the Council and bearing the inscription: "Attachment A,Special Use District Permit for 1 0.91 1.31 5.37 15" 0.67 5.31 15" 18.0 5' # I D.I. 981.00 - 984.50 ,1 l// J/ \ rT0V9 8.1 ') r
f NV 958.§1 (I
Whitehall Village approved by the Town of Walkertown Council the 28`"day of July, 8 0.05 0.05 0.21 8" 0.03 0.21 8" 3.33 105' �E J END PIPE - - 981.00 , INV 958r52(�) _ '
SITE INFORMATION: 2005"and signed,provided the property is developed in accordance with requirements of 9 1.56 1.56 6.40 I5" OA 5 6.40 I5" 0.50 60' # THROAT g76.go eoxl LEGEND INV 4.43 ) -
K Y.I. gg3.50 g16.90(6"PVC) g76.60(Is')
the RM-8-S zoning district ofthe Zoning Ordinance oftheUniitedDevelopment 10 0.03 0.03 0.12 8" 0.02 0.12 8" 1.81 12T ',IE L EX.G.I. 983.48 918.48(EX.)918.50(9) 918.48 _q54- - - EXISTING CONTOUR V
1.ADDRESS:3201 OLD HOLLOW ROAD
Ordinances of the Town Code,the Erosion Control Ordinance,and other applicable laws, 11 0.14 0.11 0.10 8" 0.33 0.10 8" 2.00 120' �E M D.I. 986.30 - g83.80
2.COUNTY:FORSYTH COUNTY and the following conditions be met: 12 0.12 0.29 Liq 8" OA2 1.19 8" 1.26 III' �E N D.I. 984.00 981.50 981.40 984 . . . . PROPOSED CONTOUR
MUNICIPALITY:WALKERTOWN 13 0.10 0.39 1.60 12" 0.20 1.60 12" 0.60 6T �E O D.I. 98I.50 g19.00 918.90 ■■■■■■■■■■ . . . . DISTURBED LIMITS
• PRIOR TO ISSUANCE OF GRADING PERMITS: P D.I. 980.00 911.50 g11.20
a. Developer shall have a storm water management study submitted for 14 0.03 0.03 0.12 15" 0.01 0.12 15" 1.30 23' # 24 . . . . STORM DRAINAGE PIPE NUMBER
3.RE I D:6868-21-0813,6868-213669,&6868-21-6590 review by the Public Works Department of the City of Winston-Salem # o G.I. 98030 916.80(I5)916.50(14) 916.00
b. Developer shall provide a 15'wide undisturbed buffer along both sides 15 0.07 0.49 0.60 6.84 4.10 2.01 15" 0.10 2.01 15" 0.13 41'
ofthe existing stream,measured from the top ofbank. This undisturbed R G.I. 980.30 - 916.80 CC . . . . STORM DRAINAGE STRUCTURE LABEL
4.SITE ACREAGE:±6.874 Ac.TOTAL 16 0.62 1.11 4.55 15" 0.47 4.55 I5" L25 24' #
.. buffer shall be clearly flagged on site. 5 G.I. 980.00 915.10 915.60
C. Developer shall obtain water quality approval from the NCDENR. I1 0.61 L-72 1.05 18" 0.45 7.05 I8" 0.41 191' $$ mL . . . . BIO-CELL CLEAN OUT
T G.I. 919.90 g15.30 915.00
Q 5.DEED REFERENCE:DB 3492,PG 261 PRIORTOSIGNINGOFPLATS: 18 0.08 0.05 0.35 8" 0.07 0.33 8" 0.55 126, �E GENERAL NOTES:
v U G.I. 911.g0 114.10(11)915.10(19) 914.00 FFE: 979.00 . FINISH FLOOR ELEVATION
N a. All documents including
sshallcovenants,
be
restrictions,
eofficho the Register
19 O,Oq O,II 0.10 8" 0.33 0.70 8" 0.52 114' 1.ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.
6.PLAT REFERENCE:NA association agreements shall be recorded in the office of the Register of V D.I. 919.00 - g16.50
Deeds.Final plats must show common open space declazations.
v b. Applicant shall record appropriate Declarations and Covenants, 20 0.41 2.3E 9.68 I8" 0.80 9.68 18" 0.85 53' # W D.1. 919.00 915.80 g15.10
7.ZONING:RS-20&RM8-S Conditions and Restrictions to establish a Homeowners Association 2.ALL BEARINGS ARE GRID BEARINGS.
0 21 0.02 2.38 9.7E S" 0.51 9.1E IS" 0.134 48' # X D.I. 911.00 913.55 913.48
t�l responsible for the maintenance,and if necessary,replacement of all
buffervardnlanti-s. 22 0.03 0.03 0.12 8" 0.02 0.12 8" 2.91 118, �E Y END PIPE - - 913.00 3.AREA COMPUTED BY COORDINATE GEOMETRY.
co 8.EXASTING LAND USE:VACANT C. Developer shall dedicate a40'greenway easement measured from the
d top of bank along the south side of West Belews Creek. 23 0.11 0.20 0.82 8" 0.44 0.82 8" 0.80 138, �E Z D.I. 981.50 - g85.00
c9 9.PROPERTY IS LOCATED WITHIN A SPECIAL 24 0.24 0.44 1.80 12" 0.25 1.80 12" 6.12 85' �E AA D.I. 984.00 981.50 g81.40 4.THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON ABOVE GROUND 6R,4D I N6
m PRIOR TO ISSUANCE OF BUILDING PERMITS: STRUCTURES AND RECORD DRAWINGS PROVIDED TO THE SURVEYOR. LOCATIONS OF UNDERGROUND /� /�
� FLOOD HAZARD AREA AS DESIGNATED BY FEMA. a. On-site fire hydrant locations shall be approved by the County Fire 25 0.04 0.04 0.16 8" 0.03 0.16 8" 0.56 11' �E BB D.I. 982.80 980.30 980.00 UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/ DR/41 NAGE
Department in writing to the Inspections Division. STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS
M (REFERENCE:FIRM MAP NUMBER 3710686800J, Cl- D.I. 911.80 914.80(24)915.10(25) g14.10 pJnW� DEVEL.OPEi?: PLAN
r b. Developer shall obtain a driveway permit from NCDOT;additional 26 0.14 0.62 2.54 12" 0.49 2.54 12" 0.5E 125'
DATED 1-2-2009). improvements may be required prior to issuance of driveway permits. # DD D.I. 918.00 - 915.50 SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES.
�I c. Developer shall record a final plat in the Office of the Register of Deeds. 21 0.51 0.51 2.34 12" 0.43 2.34 12" 0.57 106' KEYSTONE GROUP, ING
I Final Plat shall show lots,common areas,public streets,easements EE D.I. 918.00 914.00(26)913.10(21) 913.65
10.VERTICAL DATUM: NAD 83 28 0.03 22 s.00 s" o.sa s.00 s" o.sa 94' # 5.UNDERGROUND UTILITIES WERE MARKED BY SUPERIOR LOCATE. THIS SURVEYOR ASSUMES NO 3108 ALLIANCE DRIVE
1 (including a negative access easement along Old Salem Road),and FF G.I. 911.10 - 914.30
N utilities. 29 4.04 4.04 0.60 6.84 4.10 16.5E 24" 0.50 16.5E 24" 0.50 50' #
RESPONSIBILITY FOR LOCATION OF THE UTILITIES. ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN. 6REEN5BORO,NC,21401 SGALE: III _ r,Ol
11.SITE IS NOT LOCATED IN A WATER SUPPLY 66 END PIPE 913.00
HRonr qbe.o eox CONTACT: Scott Wallace
N PRIOR TOISSUANCEOFOCCUPANCYPERMIacc HH Y.1. q-,g.gp g68.10(6"PVC) q(�q,25(24') 6.ALL BUILDINGS,AND SURFACE AND SUBSURFACE IMPROVEMENTS ON AND ADJACENT TO THE SITE ARE WATERSHED. a. All required fire hydrants shall be installed in accordance with the PHONE: (336)856-OI I I
�I County Fire Department. NOTE: PIPE 015TANGE5 ARE CENTER OF STRUCTURE TO CENTER OF 5TRUGTURE. I I F.E.S. 969.00 NOT NECESSARILY SHOWN HEREON. FAX: (336)36q-I336 DATE: I-4-202�
DJ b. Applicant sbal install a Type IV bufferyard consisting of Leyland
OI Cyprus trees planted eight feet on center,to be at least six feet tall at NOTES:(IF APPLIGABLE) e-mall! 5Wa I [e-mail]
W planting. -ALL GURB INLETS(G.I.)ARE NGDOT STYLE(5TD.840.01) 7.SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS A PART OF
ALL CURB INLET TOPS ARE TOP OF CURB. THIS SURVEY. NO STATEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND OR OVERHEAD �I�= PROJEGT: Q
ao GRAPHICA • OTHER REQUIREMENTS: Irt88-22
ao ALL DROP INLET(D.1.)TOPS ARE TOP OF 62ArE. CONTAINERS OR FACILITIES THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS TRACT.
a. R applixtoncant
Drive shall be constructed as shown t t the site plan,but -ALL DROP INLET(D.I.)ARE NGDOT STYLE(STD.840.14) GPT EN61 NEERIN6 8 SURVEYI N6, NG.
applicant will install a gate across the street at the property line NOTE:
6 50 0 50 50 100 200 restricting traffic to emergency vehicles and pedestrian traffic only, F.E.5.:FLARED END 5EGTION 4400 TYNI N6 STREET
Q g g y P y 8.THERE IS NO U.S.0&G.S.OR N.C.G.S.CONTROL MONUMENT LOCATED WITHIN 2000'OF THIS PROPERTY. JES, M 7
until such time as the Town Council authorizes,by appropriate THE TOWNHOUSE UNITS DRAWN BY: V
N ordinance,the full opening of Ruxton Drive. H16H POINT,NC, 27265
N WILL HAVE A MAXIMUM OF 9.THERE ARE NO WETLANDS ON THIS SITE ACCORDING TO MICHAEL BRAME WITH PILOT ENVIRONMENTAL,INC. GONTAGT: GHARLES P. TRUBY,JR. P.E.,P.L.S.
00 THREE BEDROOMS PER PHONE: (336)bl2-8800 ext:304
Y ( IN FEET ) UNIT FAX: [phone] SHEET C - 4
" 1 inch = 50 ft. -TRASH PICK UP BY PUBLIC CURB SIDE PICK UP. P g, 9
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