NCC241600_Site Plan or Location Map_20240528

EROSION
CONTROL
PLAN
111,31,13Arya.031(M.mend.av
CIVOYH3nuOrHSb'N-Loa usoN FINAL PLANS
N
FOR REVIEW ONLY Z w <
W
NOT FOR CONSTRUCTION Lu J- 2 a E. Z
6g 0 � ~ W Wa
ll' Z �
is J I I _ — -_7_ - = Y �_ Z
IOK- (49! ---I ".I. \\ 9 o / 0 H v
li - o/
I I
- — l'/i \ ��\ e \ \ \ /� //% \ / ITS OF // SYH dViA 399'e'W I VJ —
--
S - +> I I �. / /I // , F<5 3N3/N S�V3 XOYNIVNO I
m 1 `i i PO2 r . , NYE �J3>r1IHM I
I S ✓n I \ 9 / / II Z8 68L 3£L,0&LO S— - ,ZL"LPL 3„94,04.00 S I , •
I (C) {'1 s . / rR;, - • 't6� 1 r on c6t_ V
III @ / / /Oil Y�/ I \ / / .66 AC'a'S SEE'[f /
PIPE z 1_ '1 -� / / /O' //A / / 010=4.37 CF6 /
DA 1.3 AC J I 1 a� ��� 1ak6 / /V ///I \ w/ •'� V10=1.g2 FP�11 1 ,/ , A
p10-=3.42 CFs I �T / .Irf I !p�`, I c 1 /�O / / I I . .^ 1 Ll`J p /
V10=2.91 FPS b 1 / I. I W iS e�'ee 1 ,\ /. �•� SWALET L'7'
I� 6rDNEAPR$„ \�t4_. a ti
11 i \ IN. • IETING OUTLET DITCH
A cpNSTNCrION IMIiQ10 PIPE2 I (T I B9 Fa
I TRANCE \99 a 10=4 P `F�'� V l / /.0°j�/. I i • � �e i m 1
a's asroo J"
/' D V10-4.81 FPS ! 1 // EXISTING OUTLET DITCH /
E%
/ I / . to Z \ / •/// I i(• // l'a 9L9'¢E / •
:... j �� K ^i
E p10-8.16CFS I a�a
,.... AST 1 Irvv i23 �I / / ./ PIPE 4 I %+ / / ♦ \ FryiuNUIrE oaL
_ 9. / / t)A=9.36 AC / 6 '`�\y NCB5 ANI;PAO DW TI
\ / 3 ti / .:/ Ip10=20 CF6 / ,� / /A' / �a`� -I
'^4Y _ - ��•?a• !n S 09,'ze \/ /' ` V10=6.37 FPS I / (O / • ♦1 ��'\\ nND
�j L�'..S$,-SS-L-O N. . w��� 1•e, a� / • 0a' / A�' \�1 1
ch
_ e1. I I ` ..f. —�_ -796y,0£ [/L��, O rZ71QFP5____1
/: �..QYy,M, � C /.._��11 _ r Elk=742 AC 61LT FENCE iy. ENV� _-�-------J �- W / a6 ) /
1` cs.-6§� �� -- 5ZO LE
s.
e � 752,..83FpCrz� � 70� PIPE 5� 4'/ '/
�.v�QQ/1 i >. r� - � - / OIL 1 /Vr£ • Caii \ !� ��.i - •86 40 `J/ /D10.559 CF6 �I 1 ri/ • \. /11 (l tl11 OT3NO2tl)
' • �1 -_ V10=3.]0 FPS / . /EOIFoIfe^ \11 N.>(5 Fo,fe^RCP I 1� / 1- i / � L`\ .n/ 7 / I ea'9'WRCP,e:,x I �''' .I I* , ,, �� - ill:-... 11,... 111(141/4,4
�Ib'Q 3INN0?J
�\.. / r' /� • �' Saes a
I t82i I uA,�es1 ��� ':� o '-o�ia� -� � ••
/,� / � 4 X $
I D 1I 443 ,%' �� .1i` 4— s/ /a
sxloxle^ s ,/, 1 xsoa x..nrry ��I �_ 4:451,40:T /� .y� t'� •— - ,I /. �-I' �'STONER e _ SToryE RSB I V3br N0•IYOJ / ,�� C /^/ �' -- S� ' /Q� �^ �•e --__--- s4gvIIII 'i ' • �,/ham ow �� --�,,t. -1� llV -- / e� /n .y 1 02
-u1 Y111 Pu.E ��0 �+ • l '7 81N•o£ .>q. e �� < '
1 .
rryl / �' 74 • �ii�. ,_.,ice
•
•
1 IAIp / / giU�, Y - 'a'S EBL'Le , /\ 6, ,t> ` i i A SeSE'a0 \ b
!it'
..A' -ate / _,'.2dk i WATTLE9lTYP) aE EOE OE ♦\ / `.,
I 62i � 1 ;/ :�X.A. ! 6L / i :
_ I!IJ� SILT F�Ne J • \ / �(,� N A lI
i— __ 1y9�P; 1�zn.e^E ,-t'Sk1� '' y / Ld' I� / �\ ` \ /II 1
__— �I'rf' "en D � /'ro �Lti �` �'64'/ //�°IY T of i��/ - ���� l
•
I �a 11T4 //� i �: I' �qG �� n srE67£iNBNDE ,
I (06i - wml 73-------'A.S.O N/D!'r' AKi ���o� `� �s'o� /64�/ `.oem V� / 1 i �', vv ,,y' ,,,- x
/ S C.-ET DITCH i. .i / p -� �• EXISTING OUTLET DITCH I v 1�• � r� -I'
=b 1Ntia - �/ / // �4b' . \\\ • ?6�_ _ ��\ // \ i"\ i \\ \��. 1 'AS aes'zE / 1 lok
w111�a 71 -- ..'"'// / 11S _ rcr a4ao.��s __ .N / s@ �¢c� 1 tl
ii£) m / x%yam / v •./ / o • F------ --
� / v 1x 1
I L '✓ �*. tea.
D1 % 1� 2' ^ sass i i ® �_ .\ it / 9 \ rl _
/ .� of / \ `a9raza :t
it / _ SZ , / -��i- 76--------\ \ \
.4� - pPi'wll , /,a fs•ce ''s < vv aa9G i lr ,1_ vI v
(X`•,'1 >\\y� 17t P1 DO ,// ' l i '�� ,`� \ 6WALEB •�1 U 1p.
�L/. / , - .I7:TSOT _ { ,SLZ 9f- -- _ V10/1/54 F�• p
• /I \ 1
-----_.[Z"089! 15,80.U� ,4Ti8.9f' .,.�\ _ _'',,, i/ / \ft�
ss esass W Egd NOIBD ON SITE DATA: -
------- \ w it J�
GRADE NEN SWALE TO
TOTAL ACREAGE IN TRACT 28.42 AC EXISTING OUTLET DrccH \
NO. OF LOTS 22
LINEAR FEET IN STREET ±2,542 LF
ACREAGE IN R/W 3.76 AC Owner/Contact Info:
ACREAGE IN COMMON AREA 492 SF TAX PARCEL # 90897
AVERAGE LOT SIZE 43560 SF UNSHAKEABLE BUILDERS, INC
60' ] EXISTING ZONING RA 1750 N GREENE STREET
CURRENT LAND USE AGRICULTURAL
PROPOSED LAND USE SINGLE FAMILY Greenville, NC 27834 `o
TAX PARCEL NUMBER(S) 90897 -
NC PIN 4646934088 '•.F1 CAO��-i,--
A'
North North Carolina DITCH SHOULDER PAEMENT 6„DetOER WON • INNER BANKS ENGINEERING, PC
One-Call Center TOTAL DISTURBED ACREAGE 7 AC .1 _ Q y P. 0. BOX 1 54
a"PER ET. EXISTING GRAD TOTAL IMPERVIOUS AREA 196020 SF � IAEAL
5'OR e'ABC-/' 1 `2'SF 9.5 B ANDDSI SITES
INCLUDINGS= 6530680 SF y !S Z Washington, NC 27889
HOME SITES DRIVE 1t i�, ,70; 252-945-2983 g.
811
tSi41 INO� 's.
® NOTE:STONE DEPTH To NOTE � n„�H�Et�,.-° MUrEEDINOIeXENGINEERING.COM
BE DETERMINED BY A HOMEOWNERS ASSOCIATION SHALL BE INCORPORATED TO PROVIDE FOR THE LICENSE NO. C-4111
SUBGRADE SOIL TYPE. MAINTENANCE OF THE STREETS.APPROPRIATE BYLAWS SHALL BE PREPARED,AND File No.
PROPOSED COVENANTS OR DEED RESTRICTIONS WHICH ADDRESS MAINTENANCE, 23036
APPORTIONMENT OF FINANCIAL RESPONSIBILITY,AND ENFORCEMENT SHALL BE PROVIDED.
Know what's MOW. FINAL
STREET CROSS SECTION Surveyor: THE COUNTY ATTORNEY SHALL APPROVE THE ADEQUACY OF THESE MATERIALS PRIOR TO
N.T.S. FINAL PLAT REVIEW.THESE MATERIALS SHALL BE RECORDED AT THE SAME TIME AS THE Scale: -II„_8O,
Call before you dig. ORIGINAL BOUNDARY AND TOPOGRAPHIC FINAL PLAT AND SHALL BE APPROPRIATELY CROSS-REFERENCED IN THE COUNTY ‘Ls EN031,t,
BEN PURVIS LAND SURVEYING REGISTER OF DEEDS OFFICE. 80' 40' 0' 80' P 4 �F,
Graphic Scale: 1•'=80'-0" q1 j Pr Sheet No.
f C4.0