NCC232184_Site Plan or Location Map_20230724

GENERAL NOTES ` ` SITE DATA
1. ALL AREAS CALCULATED BY COORDINATE GEOMETRY. L a/ "..i TOTAL AREA IN TRACT 110.035 ACRES
_ 2. ALL ELEVATIONS ARE RELATIVE TO NORTH AMERICAN VERTICAL DATUM(NAND 88). >w
3. A PORTION OF THIS PROPERTY IS PARTIALLY LOCATED IN A SPECIAL FLOOD HAZARD AREA W 3 xs q Q TOTAL AREA IN SECTION 1,PHASE 2 5.855 ACRES
ECP LEGEND AS DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY.REFERENCE:FIRM /I I N NUMBER OF RESIDENTIAL LOTS 23
3720487200K DATED JULY 7,2014, Y z N m 4 Fl 4 ZONING CLASSIFICATION RMX
PHASE LINE ammo mom* 4. WATER SUPPLY TO BE PROVIDED BY EASTERN PINES WATER CORPORATION. �2 , z AREA IN STREET RAN 1.106 ACRES
5. ELECTRICAL SUPPLY TO BE PROVIDED BY THE TOWN OF AYDEN. c W G J I /� AREA IN COMMON AREA 0.207 ACRES
8, ALL PROPOSED UTILITIES TO BE UNDERGROUND. ��, =± 8/l LINEAR FEET IN STREET __- 772 L.F.
LIMITS OF DISTURBANCE - - 7, THIS PROPERTY IS LOCATED IN THE AYDEN FIRE SERVICE DISTRICT. =- 25'45'
8. THE NEAREST FIRE STATION IS LOCATED 1.8s MILES FROM THIS PROPERTY. o_N I SIGN 10' AVERAGE LOT SIZE 8,985 S.F.
X-X-X- 9. THE NEAREST FIRE HYDRANT IS LOCATED 813's SOUTH OF THE SITE'S PROPOSED ROAD �' EASEMENT - ELECTRIC SMALLEST LOT SIZE 7,200 S.F.
SILT FENCE RN/ =a',major AW -"A ;•: ANT
CENTER LINE(MONTEVALLO LANE).
�•cr... 10. EROSION CONTROL PLAN IS REQUIRED,
RIP RAP APRON i'•�•I;� 11. NCDOT ENCROACHMENT AGREEMENT IS REQUIRED.
ruy�� 12. NCDOT DRIVEWAY PERMIT IS REQUIRED. 4 PUBLIC STREET
�%% 13. LOW-DENSITY STORMWATER MANAGEMENT PLAN IS REQUIRED. I (55'R/W 30'B/B Pu3UD)
STOP TEMPORARY CHECK DAM -: 6,01:;! 14, CONTRACTOR WILL NEED TO COORDINATE CLOSELY WITHKEITHALLIGOOD,ELECTRIC MONTAVLLOLAE
-W-W-W W-W- -W-W- SECTION CONSTRUCTION
SUPERINTENDENT,PRIOR TO STARTING CONSTRUCTION,CONTACT AT(252)4814817. R/w R/4 SECTION 2 PHASE 1
WOODSLINE _ y-'\ 15. SHOP DRAWINGS SHALL BE PROVIDED FOR APPROVAL BY THE TOWN OF AYDEN PRIOR TO Y//T117ZI////TT/�/JJ�f STA.11i40.83
ANY CONSTRUCTION. TEMPORARY BARRICADE
10'INLET PROTECTION 43
WATERLINE NV55.71 MONTEVALLO LANE
EASEMENT
TYPICAL RMX LOT MBL, SIGHT TRIANGLE / �\ (55'R/W 30'BIB PUBLIC)
& UTILITY EASEMENT DETAIL •45.28 6? •
(tf /
's- SM FS / �, NV TEMPORARY
-- 1 jN.T.S.) 10,5J8 S.F. \ 00. '* b' 4' S8.77 CLASS"A"STONE
\6�� \ q� 4, ggg / / -, \ , - CONSTRUCTION
\ \ \\ 0I7• i.\ ® § ` NTRANCE/EXIT
g`��. \ NV S2.10 \ .a`k'\ • ,[3 BS135.F}�'Pi �\
11 (165)\\ S \+\ j/V1641 \ wi 3d \\ 'CD
3.21'� �k'\ �/-: -IpE R2 -'�� START CONSTRUCTION
11 / I\ J \\\ ;•_ DRAINAGE \\ 18 \\ \ ! V' �.�\'30"�0.5% �� MONTAVELLO LANE
12.e00 S.F. EASEMENT
1\ (166) \ ., 12,800 S.F. \\ \ '_L8�' .\ 8,017 S.F. \ \�W SMHI1 �♦'�Ir\ - 7.GED Jj\ SECTION
8.45 PHASE 7
"' \ 72,729 S.F. 1 \ �� (� \ \ \ 17 \S �, l/ �� / S
\ 1 S. \ 4. 0. Q FES633 F-..,,
\ e\ J- 1.P. \ 7,000 S.F. \00' '�I \
\ 1 /\ x '�� •� \ \ 8, (`/\, \ , ♦ INN 54.77 IMITS OF \"
\ 1 • Sly \ 1 \\ A/A + •�5 `iv -IPE#7 120 �'// DISTURBANCE��`
\\ 1 \\ 1\ 'Y? 6 44\7p" \�I/• -,,,P.,' ,. 30"�0.5% 7,719 S.F. 5.SAC
1 30' � \ 'Si \\ 7,500 S.F. �5.�' \ \ � // c�
\ 1 DRAINAGE' ♦ 13.86' •rs/ R y cspza \NI. / 11 g
EASEMENT
_-_� \\\ \\\ �, ��M�/++\\ HEPORARY 1CK \ Off` 5 �� +:70, \\ INV \ t��,`c /AF \` �`,%, 9.848 S.F. /l 53.54 vY \`�\ \ �1\��w \\ ♦DAM \ \,* yc4 \ O Z `,- �oI8,88375.F. III \ - Ri u`\\\\\ \\`T1 \\\ \\ ^ + 7,50055.F�//♦. FE.:'25` "� -S* ,,,T8\`'\,. / •i
INV 49.0 / - •,` ♦\ t1� \\ \ \ \ \ 30' / '/pF '1 � _ H_ 3/
/ ::.. \\ \\\ \\ \\ \\ DRAINAGE y3 •k74 �� / 1 \,` �S'i /.. \S
TEMPORARY 1 \\ \ \ \\ ,EASEMENT _ b,�y W --`C�1�/'. /AV �•
- / CHECK \ N' 161 \\ i� \\ 26.10 � A / 14 3 (�\b __`_ -
]111G 1 ]]ILL 1 1 I i I/ ,1'I\i:,
/ / 24,B®F\ ..... 1 \ -�� AL10HT9WALE AINAGEiw 1 \ ISEMENT / / DAM / �' \ \ \ ♦- ♦ '�
___I 1 20.282 S.F. \\\ \\\ \\ \ 04 +7+ //:V. ---\ Wes• + * 4 ���
I I \\ 1 1 L B 1 I1 I I , � T /-' nIMITS OF \\ q 1 ♦ \\ \\ •
y \ / ` I\ + + M >
\ 11 I\ \ 1 / I 'WALE-.4690 I I / \ .� DISTURBANCE \ ``+ 5.'1\\ \ ♦ 33 - ��I `NV 54.0 NV / 3 `` , W \ ,��
\ 1 ' - �. 5.5 AC \ ` ` 115. 53.24 �
AL I I �1114 s.F v:/ I ',o' / �� \ s ' yyy4; ' ` / ,` \
1 11 \ IL/ It �� 20'DRAINAGE ./'� y j\ 1 �0p. ._ 3 N. 13 ® ��, ! /,
\\ \\ \\ 1 11 I / TEMPORARY I 6, ' q yv \1 \\ 8.884 S.F. / ---y \ 4 ♦ 1 __ 8,370 S.F./ �� EASEMENT \\+\\ ++.Sq / ` __-- �`�I i CHECK :.I`� 2S' ♦y`4. 27` 4"X4"TEE �� 72.800 S.F. `,/ 3 ` __ `�I I \\ 1 1 1I / NV 45.0 I TEMPORARY �� �� 82.6 .�,`�jl` :A.59\ 4"X2"TAPPED PLUG v°� I �� `` HASSEMBLY ®•/'`� M\ \ 1 1 �11 1 / /� / I DAM e.27 iii TOH . \ /lir
2"GV G' I 1 / :�� -- ,T\./ / CHECK ' I 1 ,`�j 1 B"XB"LHTAL I 1 \\ \ \ 1 IIIl / / I / '`, R d I t I .�.. 11.842 S.F.I 3IIIG \ ]11tL I ]�(2 / I1 I / / _ II / DAM NV48.0 ,'fl, /6" r •SMH13 2"POST FLUSHING _'.' 1 / q-_!\ e"OV
1 rA ..1. 1•w HYDRANT + 3+
1 1 I 1 /�/ / / I 1 g /J 1 1.4 1, /� ?• yF 4"PLUG ��` TEMPORARY 7S0 ` EX.8"PLUG(TBR)
1 Ft I \('z / t` 11 / / o' /% INN ` .07- T.C- .76 H `-IPE p4 CHECK 00 ,•
I / / 1 / / ®/ / /' i "X4"TEE - --48.39 �`? HC CB 28� 159 y\ DAM ` O\ <AL ,
SI((.(L 1 / / / t7,527 S.F. / �148� PIPE-: f RAMP IN 04 I.� FES.. �o
j I 1 1 / / / 4"X2"TAPPED PLUG l _-'_ D I TOH •7'� 18.847 S.F.++++ I I /� \ \
AZ �I)IL\ .di.l N. ,II1\ / / / / / 10,539 2"GV 'PIPEN yjJ YT (TVP.w / L-;.JS INV 20'DRAINAGE I 157 _v 8 \ \
\ 10 LF SWALE I4� / ' / / /� 2.POSTFLUSHING '•3' \ C3 " t• /� �'� �, 4 �,
/ / 5'DRAINAGE / / J+ �4 EASEMENT 40'DRAINAGE
T��� 37%W/4:iSIDE HYDRANT +- � 'z /.5F \ RA 12,800 S.F. _ M35 130
_L///I SLOPES (41,4f:::'''.'\
I - // , /
\ /� / / EASEMENT `\'1'4� / 4"PLUG �i totNN- ' ,�. ` / I 1 , //-_\\\ EASEMENT /
/ 4.�/.' // I T71 / \ 70.773 S.F. \, \
iT i / ESINv42.ez /�yo ° 8 + ► S").< . \ ♦�� L Rr� - /
`'', I __.,.���� / / - ,` \/ / / PIPE#7 /A n111% \ �150) ® 1$2 i -[6n < VARIABLE WIDTH -1_ ...,9 / g'� I ISO \ ;� I _��W�/yW- �IIIL / , / ��\:l\a_/ / �` S \ 77,471 S.F. 12,757 S.F. A ,r / \ .`/� w /// /
/$1,/ F ,1�1�� ,. \;13.500 S.F. 12.750 S.F. CC EASEMENT
R ••�\\ j 00• \\ ` �' -U ; i 0� 15.89' /
II \ `' 1 5'WIDE CONC. / \ �- 7 \ / /
I I J /-/H 27'<I � ,� 1 I. I WIDE CONC� 1 S /4. '`BB, / /
I / M•• SIDEWALK ,I SIDEWALK(7\'PJ/ + / 1 ;� 0• /--- /
7�-/T 1 SWALE \ 5'WIDE CONC. 9� / 31.31') ,\ // /
�1' / / OH4 8a ) I\ ?S .(TYPJ I 65.6' 97 5+ I�I 156 /� /
LIIIL I y `lux I / // 8,. ♦�, re \`r0 7 .0'04: �'7 F0�i�i _ BS.5' tia C753� 1 INVERT TO I 12,800^•.F. SIDEWALK `�+ ® / \\/i/ /
I �I[ �IIIG / I\� �. \/ •T. (TYP.)�.• per+/ / -
-�1- LIMITS OF '�,J �T- 40 A FE I 4.85 1 -"\•-.��F. � P y INVERT .: \`S� ` +1J,574 S.F. / / / \/
I / •.44 NI `_ ����-11 7 ,295 S.F. 1 MATCH PIPE Q1 8.22' /i
., 1 25425'SIGHT NV 51,0 \ ,\,,,J
/ \ DISTURBANCE y / 47•�\ 1 MH 29 / ` ♦`- / \'. /
y I ssnc/I j * ��%� . \ _'LTO LPZNE h Fa1% j�' N 1 _ He I ( �rnIANGLEmP.) 1 /sD \\ /\ �� l
\ / / / Y �� \q\ SMH�28 0.49% '+_ 6 a RAMP FE x Al:,19.26' I / \\ 00' \ 7�S \ I I J
/ l� / ,/ / �� ' \ �-8"SANITARY SEWE= 1 �s< 49.00 �- f ` 1 \,l
_ ) / / p,� FE 47.8• 55''1' 30'B/B PUBLIC 1 (TYP.) ` 24.99' I 1 \ \ 'Z+. . 0 20/
�/ i /. DAYLIGHT INV 42.0 / p 1 47.47 ---�., s `� /1 �•_ \ \ r `� J
I -I-- \ / i / ,6g. l \��'�. - �s /K C I (154� / \ ', Q /
1 i \' /"r / / / / y 18"RCP `/�✓ q0 i \ s //\'..CBA25 RAMP 1 12.883 S.F. 155 /•
, _/,8 r�9s6 /rr
1 SV'/� ' 6." /• / // j ,8C as% 9� \�� ,4.36" \ 80.00'‘`���i���80.00'‘`�� �' ����J������! \MH#'30`/ 15•RC-�dN BLE (Typ,) I 14.140 S.F. �-++�132� / +I"'e,
I m_ / / l 00• j 11 28 In`• ) �\ 14,404 S.F. //•' l fl,x I
/-r- �___/' •/ / / / / �i �� �� ,r H �/A�- \A \ N N `� /31.01' M
' / / / \\\"` '49 \%�`. 1�� �� a x4 TE r -IPE MB/ 1 �9 \ m �' [� /f- I )I
/ 1 _ _. 8"GV ♦ IPE B9 \ I
4 1 A4 -' , 6 / / / / • 1 +. --- 4"GV (DOUBLE)
\ \s h' \8 WIDE CONC. \ / �`� -� "•I
I 1 / / // / / \ I LIMITS OF `73' 4y \ SIDEWALK \ `_ 1 20•
/ / / \ \\4j ILT FENCE -FH ASSEMBLY Bq' Q ` \ \\ ,`�
/ / / \ \ ` DISTURBANCE, I (TYP.). n VARIABLE WIDTH �//� I"ry
I \ •� 8"z8"LHT �• t \• \ I W2
/ / 6 // \\ \\ \ 5.5 AC \\\ B"X4"RED CB W/ -,. \ \ \_W I qy�. •
\ \\ \/ M♦' EAEIMENT ♦�NAGE ^FII II / E
1 I I / 1 44,SS1 S.F. ( \ INLET B• W ....IN,
1 I / / Pr / /' \ \ /145 \ \ (.144� �743� \\\+ ® \ 14,457 S.F. PROTECTION / FESY 63/Y,yly �R• \\ /4 �`� \ /�3,Z,,, //� /\ '�,III
/ / /� / \ \ \ \ \ 14,107 S.F. + 14,842 S.F. 4�• 4 t `
/ \ /+14,77•S.F. 14,077 S.F. ++ I ---
+ - --\ _________ _
\---- \ INV"5.89 •7 11 1♦ \ b \
k° 30'DRAINAGE
P ��9• ♦./� / �\ / \
20.573 S.F.\ ` _ Q. </ ,A� 1 f--�
/ �, / \ \ \ y EASEMENT \ •
\ �/\ \� / \ _ / _- /
SMH 32
` + [[ - DRAINAGEBEFCONEu/ / Fmp \\ f co \ \ `` '!'\ / � \ � 16.922 S.F. / fI N / \\ �\N O \+ N 75,2®.F. 138 $ a /6.• \. EXIN ORE YOU OIGI1 / 6 / / 011. S.
W pm W °.5" q ` EASEMENT _/I/ / / \ \ mk G+\ Gf i?°+, 17,768 S.F. I -_ i'8 / , / / 4 \\ I a�
,< `' I \ ^ \ - ? '71 . �_ SSMH3= \\ j 12.03' EXm/ \ 'Sj. \ 1\ \ N\ /'\ VARIABLE WIDT v a/// / %(/,/.I \ N -- \- DRAINAGE\\ - 3 `,` U. DRAINAGE
1 / VARIABLEWIDTH --- '\ EASEMENT --_ \,.► \ � ,' ``�``` 4 \\\ J,? \\ EASEMENT ���I \ 11.12' 18.83'\ /'� \15.08' -\ \ 1 \\ le. ::.__=• \ \\\III"'DRAINAGE 1 \_ \ \ / (�' \ \ I 78,509 S.F. AAII_-�� EASEMENT \ 15.28' I 1 \ \ 22.28' + \ _ 19.92\\\ \ 137 .��'rr`�\\\��i �� \\ 44;
\ foxirs rNE uwl
/ I \ 28.78'- 18.30' \ 16.96' _8.00' R• I �/� ��� � a
/ I \ \ �� •AVLIGHT INV 45.0 1 0 18,153 S.F. \ �'� / / \\ / / i�`+\\\
+ 1 I ' / + I \ 26.35' x S-�'.-_ \. \ rvA' 1 I _ .. / / If \
/ -c F'y.. Q�'t 9'3 ' s '-,• . -- - ' __7 � ` �` �� �.I 11 \\ 11 \\\ 1 135 _ // - ' �/% %'�``��\``
_I . +w►v►�-'W ter= -__ __-;' ___,.-- t^ /- ----_"-_=-_\_' - _`Z,5!S a:,. -__ __ -:-= -,. "1, ;.y 1 \\ 11 `\`136 21.571 S.F'--- • 8.47'�../ )i REVISIONS
_y`-- -�- _ ( --- -- '/ - _ -- _- = 2a 71' 23 S.F. IMITS DISTURBANCE
F y�//_ BY NO. DATE DESCRIPTION
111; _ / - - =-�4�' „ \\ \\ .344 . DISTURBANCE +----1745�,N•�(Oi RAB 1. 7/11/23 WETLANDS LINE
I01/'// L76 / llfl / +V'/ �87 - ---- -- WOODSLINE __i+ 7 +-Ir % \ \ , �\\ 5,5 AC - /
IIII / / / L74'� •4 4�2.25' \\ \ 0 •\.y/ :I:::IRRIPARWN55FE
/L51 \ .4. N \
L50L48 \ 1 \ 1212IR /
L46 \\ I 6.00' m 50'FROM TOP OF BANK / / / /'
x '�(�,��,� , /3 A PORTION OF PARCELS 86745
NOTE: 4\ 4, , +\�+ VARIABLEWIDT 2614�� /L24 TAX MAP#4672-88-2564
g,74• DRAINAGE y
N CATCH BASIN +++ �` +\1 EASEMENT / /// /* / L25 SELTMONTEVALLOION 2,PHASE 1-COMPOSITE LAN
THIS DESIGN HAS BEEN COPIED FROM AN .
L42 \..•- : \
ORIGINAL DESIGN BY BALDWIN DESIGN \\
\ ,_y4• "/ /y28 SECTION 2,PHASE 1
CONSULTANTS, PA. STROUD ENGINEERING HAS L4o \ \\\ 1.83' '1 9.E _' j /'//• REFERENCE:DEED BOOK 2132,PAGE 1950 THE PITT
I-/ F
\_\\\. _ - / ,F COUNTY REGISTER OF DEEDS
TYPICAL INLET \• = , \ `1. .,7 K_- �/ 1 ° TFH C,q°%4� TOWN OF AYDEN,AYDEN TOWNSHIP,PITT COUNTY,N.C.
PROTECTION CHECKED AND VERIFIED THE DESIGN. L39 \;,' ;�_-z! - FFF a-Ytr 44.•��\�p OFE842)90
+.�```==tom.•'_-s,' �� / Gi,-. OWNER: A.T.VENTERS DEVELOPER MONTEVALLO
TYPICAL CB & DI W/ INLET ------ _ /
PROTECTION -- - 3 6844 ''',y' PROPERTIES,LLC CORPORATION
__- _� 8q8 ADDRESS: 1700 TOTTENHAM COURT ADDRESS: 1700 TOTTENHAM COURT
L34 $'.,F /' WINTERVILLE,NC 28590 WINTERVILLE,NC 28590
SD 2$ D 50 100
��' 1;SMEE?, J4 PHONE: [phone] PHONE: [phone]
- L35 "'x�"q•BRw;:•`•`,,,, DESIGNED: RAB DATE: 6/12/23
PROJECT NO.:
P1784-001 STROUD ENGINEERING,P.A. DRAWN: SCALE:
DRAWING NO.: 002 GRAPHIC SCALE:1"=5D' �qI/�J - �I 107-BCGREENVILLE,NC27858 APPROVED: LH7
"'- {I ZI7i✓�' 107-8 COMMERCE STREET
RICHARD A.BROWN,P.E. [phone] LICENSE NO.C-0647 RAB SHEET C2 OF 13