NCC221804_Site Plan or Location Map_20220518

PN 11758 S?�°
/s' 0
MELTON ERIC CANNON o`'/•s6,E
DC96. PG 1285)01
s�
91.
THE LIMITS OF DISTURBANCE (LOD)
IS THE PROPERTY LINE AND THE TREE
LINE (EXCLUDES CEMETARY)
ACRES= 21.72
ate:;
r;
N91
CONSTRUCTION SEQUENCE
1. INSTALL CONSTRUCTION ENTRANCE.
2. INSTALL SILT FENCE.
('I 3. INSTALL DROP INLETS, CATCH BASINS, INLET PROTECTION
AND STORM DRAIN PIPING/SWALES.
4. INSTALL UNDERGROUND UTILITIES.
5. PLACE STONE AND CURB AND GUTTER.
'III 6. PAVE THE STREETS.
� M 7. ESTABLISH VEGETATION.
8• EROSION CONTROL MEASURES TO BE REMOVED UPON STABILIZATION
j' WHEN ADEQUATE VEGETATION HAS OCCURRED (80%+/-).
/ E-
PIPE#
TYPE
CLASS
SIZE
LENGTH
SLOPE
INVERTS
P1
RCP
III
18"
56
0.37
NE=61.09
SW=60.92
P2
RCP
III
18"
12
0.3%
E=60.67
W=60.63
P3
RCP
III
18"
23
0.3%
E=60.63
W=60,56
P4
RCP
III
18"
12
0.5%
R=60.56
W=60,50
P5
RCP
III
18"
181
0.3%
N=59.34
S=58.90
P6
RCP
III
18"
28
0.3%
NE=58.90
SW=58.80
P7
RCP
III
24"
117
0.3%
N=58.80
S=58,45
P8
RCP
III
24"
1 16
0.3%
NE=58.45
SW=58.40
P9
RCP
III
18"
23
0.5%
NE=57.22
SW=57.10
Pi
RCP
III
24"
136
0.37.
NE=57.01
SW=56.60
(61 / / z
INV= /
\ 60 ASHBU ION
116,7�8 SF / �'•25 '�, �. \��'` �.�\ / RY SUBDIVISION
/
\ 6 / MB 84, PG 104
5g// I ROCK CH CK \ / (4)
�\ ,, / I / DAM
3
NO2°51'51"W 1 �' �� /
26.54' l /� ' 4
SEME4T/V4
(�
N13°38'09"E-ry % / LWLJ to \ \ti` `��1;
41.19' I;:: I <c cn f� \
� Cr LLJ # / // // / `� :\� �S 70 ° 2
n� l ! / /'� INV=5�00"E l TIE T0� ep THUG / W� p o
cayw I 13 // ,� 62.47 I ,`\`s;, 62� S / EX• Iy��A�e ?� jj O� � �� p�
// I ROCK CHECK \'�_ / �n co
R.
DAM, tom` / R1pRApti
�� EXISTING l� / / / / I' \a o,,, 4pR moo, z
/ CEMETAR-Y', / / , / / I ��_ _ �; oN �� / w'ICj Q.W m
Q / 8.54J SF \ _ ON / a
a - IfY1 /.: / 1 01 , 1 49 I �� S 3 C6 �� /� ���
13 1 4s°eeN (10 qw,Q o�
�.:_:.::.� / 1
oo -7 w o
aZOo o, #<C 4 w"' / 40, /� ��\ 65,747 SF '' I I \
\ / 3
10' ACCE, s \\i' / 60.10 1 \ 33,609 SF fo / I'D� / 1 EASEMENT
I;x 6- 11 IV
0p�
186,866 SF i \\ ' \ / I I I ,' \ / + Psi c PN 42210 \�
90 6„SF� SANDRA BRAXTON
CDB3142, PG 629
x ,
--- - - --TE�00o I6q_ o/
6"PVC 1O u o, /''=3 �00
I / PLUG 1 1 / 26.827 SF \ M� X ° \\ S� l
I I I / 0°uj
91
J /� ZX
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I i 1 1 . B9 )' II /� 3 1 / 11 ° S� 279 83 \ I-FES61 w R, l
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30, pl.. I ,'
w V
>c, rn � / \\ /l /� // I l I w TEti1A C / O Cp 62 80X \RcjO, ' 6"X6"CUT-IN-TEE
cr� I.:.'.: I o a
Z) N I I \ / o t , I / a WgSIYN°R I O 2 8 s 1 I 3-6"GATE VALVES
1; -- I I
O� w .. I I \\ ? / \ 33,079 SF / / / I �w 0 �VTFT���''6R' // �`'� / ��/ °°4�`y ~� I Sh0°19'05"W
Zm 4: I 16 17 18 p , z,
6'0. 70'
19 L
wg co II ix , QS'+`\ // / O o¢ 33,271 SF ,� ,' M / Ue�IC /j /y 2 T8, R�3o�. ' 18" RCP
zo No I I 1 \\ / 0 \\ / 25,500 SF 1 25,500 SF 25,500 SF Rlw
Nw /' , �� JO //f ql( _ 2 jl T EXPP 1 '
J� I i \ / / / IDS % pl t//� Ex -I
} o I I \ �� I
(r o Z I I 1
a w �' + 1 25.500 SF I /
\ I / \ I �a ,'/ / / o k NTH 1 R[PRAP APRON
z� WOODED AREA OPEN I I x \n / /,�. `\\ i // /.' �O�pE/�N N ll��ll I �_�, 5
SPACE I S/DACE �3�\ III 1 W=6' C6
0_ �.' , I + I \\ �d� J� ++ 1 _30' MBL- - - - - -- - I DEBBIE DRIVE ,''' - i1,798 SF 3 ��III I TONS 3
---I-- - - - - -- II 1
------------------ I
- . ( 126,231 SF I \ � � -�, i-------------i------�---"' / o I \
�.
�' I ( \ \ lJ O F I(60' PUBLIC R/W - 27' BC/BC) 4C-900 INV=
5' (TYP) '
/ x �� Off\ \\ \\ i WATER FLUSHING 63.75 �,/ �, ��S PN 56165 I i
HYDRANT I , �, qsF F� DEBORAH MERTENS i
1 �� \ T
1. • \ P� i\ ,..- �o/ �i�.�FcT � DB 2559, PG 452
��F \`\ ' �fc I X 6" WATERLINE
\\ 4 \\ \ \`\� \\ 0 5% X \ R. FE 0.5% 3(DBL ' // BAWC )
\ FE 0.5% CB-
�� • \ \ 61 .91 \ _ _ _ _ X 6 2.91 / X F E
Q' ;V, (\l x ` \ \ - _ / 6 3. 3 7
' I i- - - - - - - - - - - - - -
_ Ln \ 105,318 F
>
F \- \-------- - - - - ------------------------ / C� nv I.- o
o >+ n cv l \ \ -- _ 30 MBL s o 1 I I 1 I E-• -+
-a _ N I \ \ \ \ \ �^� 1 1 m
zap ��._- \\ \!� �1� 132,317 SF 1 `� Qo ! �I 3
\ O \ \ co 1 I ° v i/) BEFORE YOU CALL
11 r 1 Q 1 I O - I (�' I Ci NC ONE CALL
(TOLL FREE)
�� /O
m \ OP RIPRAP APRON x� \\ 61" 63� w� T // 11 11 (--� W Il PN 48352 Z U
\ D-1 \\ , 1 1 I I Z
�� x ' EVELYN WILKINS ! T I
1 \\tea\, W=6, \ x- �_ \ Q _ _ _ _ _ F 1
�� C6 \ -29,198 S i� 1 1
\ ----63 � �
'� 1 \ TONS 4 \.61------------ x x _ 1 i o I O
<c 1 O S \ \ \ �wx x x x x x x i/ x 11 „ N 1 I DB 2078, PG 379
®d� SILT FENCE 6 / 1 rn� - I o co
-63-� 1 0 ' 1 j p Nw ! i
\ \ \ 1 1 fp n 1 1 I Q °' I I (OR 1-800-632-4949)
--
11 \ 55 , 346 SF 40,725 SF \ �62\ % 11 11 r� o I
\ \ IT'S THE LAW.
`O i
w.: I N \ 26,596 SF
1 1 \ \ I
\\26,516 SF O 1 i .fl O--------------I
INSTALL INLET POTECTION x 1 1 0 \ I
1 v \ \ 26,441 SF 1 26,659 SF
AT EACH BASIN (TYP) � 1 1/' \\ PN 37557 R E V I $ I 0 N S
o :.I �� \ \ I Y N0. DATE D CR I F
z m O \ \\ r , 1 \
�P \es � -� � M 0, BOBBY & T
JEAN TRIPPcp
i
Zx 1 s // 1 \Poi / DB 4174, PG 295 i
33,564 SF 11 it o� /
EASEMENTNAGE \\ \ \ ` \ INV= \ 11 G / = 11 n \ // , \I
ROCK CFI�CK ROCK CHECK \ \ n NCDOT 5
I - - - - - \ \DAM DAM �0\6\ 0 \` yyq E #3 @ 0. 3% TO DAYLIGHT` ACCESS
EASEMENT
INV= ��/ 1 // EASEMENT-
�.; - - - - - - - - - - - - - 1 - 58L 40 / S89102' 40' E199. 82' \ L\� II _
t- - - -- - 1 z�I
0 I I
_ 4° 2 20 E
LOD _--- --_ �---_-�� _ --- - - - - - - - -_- = ' _ ---- - _ _- - i1 20.277
im
LOD - - - --
N88°43 23"W - 1683.05' 4 / C�NSTRUCO�LdiI I* '
Nss.p43'13"w ESTABLISH VEGETATION AND uSE EXISTING SWALE FES-5 II
- - • _.,�5.,00, _ \ RiPRAP APRON
',, ; _ • I INV=58.40 W_6; 5 GENERAL GRADING. DRAINAGE. EROSION
AND SEDIMENTATION CONTROL PLAN
60' R/W R/W
60' R/W
-6'
16. 5' 27' B-B 16.5'
1
6' 27' 6'
6'
2:I
i4"
PAVING SECTION TO BE
DITCH
SHOULDE
PAVEMENT
SHOULDE
DITCH
-- --� PER FT DETERMINED BY CBR TEST ,
4 PER FT. SLOPE
2;1
Turr�mll 1 1I r- m =m=1 - _r_u -�
SF 9. 5 A
'
P R FT.
3'-6" X 0'-4"
2:
3;�
CABC UNDER CURB
6" CABC
30" CONCRETE CURB & GUTTER
28
( ROLL TYPE)
r STONE
r
DETERMINED BY CBR
TYPICAL STREET SECTION
TYPICAL 27' B/B STREET SECTION
NO/SIDEWALK
(ROLL TYPE)
N.T.S.
PROJECT NO.: P1743-001
DRAWING NO.: 003
(INEZ PLACE DRIVE ONLY)
60 30 0 60 120
GRAPHIC SCALE: 1"= 60'
PN 03354
SAMUEL CANNON
TINA CANNON
DB 805, PG 669
TONS 4 C6
MANVING FARM
°®may®C® P I TT COUNTY NORTH CAROL I NA-P ,0
AYDEN
<'2? OWNER: PLEASANT PLAIN, LLC
36 L v ADDRESS: Po BOX 128
845 AYDEN, NC 28513
e' �.M PHONE: [phone]
'Q/IVEEA. R.
®lBEulOiildV°Ae1'g DESIGNED: RAB DATE
2/8/22
AASTROUD ENGINEERING, P.A. DRAWN: LHU I� SCALE: 1 "= 60'
i� 10T-S COMMERCE STREETGREENlvl
(252) i56-56-9352 NORTH CARtxINA 2i858 APPROVED: R A B SHEET C2 of 7
t 252 I
RICHARD A. BROWN, PE. LICENSE NO.C-0647