NCC232471_Site Plan or Location Map_20230816

ao REVISIONS
ne; Description By
NOTES: EROSION CONTROL NOTES: 9-2z-2aNCDOT NOTE EJW
1. TOPOGRAPHY AND TREE SURVEY COMPLETED BY DANFORD AND ASSOC., LAND SURVEYING, P.C. 1. TWIN CULVERT CONSTRUCTION MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES SUCH AS , SW COMMENTS ,,W
2. STREET LIGHTS TO BE INSTALLED. COFFERDAM, DIKE, BY-PASS PUMPING OR OTHER MEASURES NECESSARY TO PROTECT STREAM AND 0-27-22
3. ALL ROADS SHALL BE PUBLIC AND BUILT TO NCDOT STANDARDS. AVOID SEDIMENTATION TO DISCHARGE DOWN STREAM NESS CREEK. 1 SW COMMENTS E1W
4. ALL IMPERVIOUS AREAS ARE TO DRAIN TO THE ENGINEERED STORM DRAINAGE SYSTEM. 2. HOMEBUILDERS AND CONTRACTORS ARE RESPONSIBLE TO KEEP SEDIMENT ONSITE. MAY BE - 2-10-�
a sw COMMENTS E1W
5. 10' NON-MUNICIPAL EASEMENT ALONG ALL STREET FRONTAGE. REQUIRED SUCH AS TEMPORARY SEDIMENT FENCE, GRAVELLED CONSTRUCTION ENTRANCE OR OTHERS ,�`. # a-oe-zs
6. THE HOA WILL BE RESPONSIBLE FOR THE SIDEWALK MAINTENANCE, STORM WATER FACILITIES AND AS NECESSARY. ITE o CFPUA,WSSS
02-21-2aCOMMENTS E.,,,,RECREATION AREA. 1 CFPUA.W&ss
7. SUITABLE MATERIAL SHALL BE USED ON ANY LOTS THAT ARE REQUIRED TO BE FILLED. NEW HANOVER COUNTY ENGINEERING NOTES: 66-14-230oMMENTS EJW
8. 'NO PARKING ON STREET ANYTIME' SIGNAGE SHALL BE PROVIDED. 1. NEW HANOVER COUNTY ENGINEERING SHALL BE CONTACTED PRIOR TO INSTALLATION OF TWIN 9s UPDATE CULVERT EA9. PROJECT LOCATED WITHIN 100-YR FLOOD ZONE PER FIRM MAP NUMBER 3720322000K DATED CULVERTS AT NESS CREEK CROSSING AND 24* RCP BY-PASS PIPE. NEW HANOVER COUNTY o mN "v
AUGUST 28, 2018. ENGINEERING TO BE INCLUDED IN PRE-CONSTRUCTION OBSERVATION AND FINAL ACCEPTANCE. r
10.NO PARKING, OBSTRUCTIONS, OR GATES WILL BE ALLOWED WITHIN THE PUBLIC RIGHTS-OF WAY. 2. EXISTING ON SITE SOILS: WRIGHTSBORO, (SOIL GROUP B) AND ONSLOW (SOIL GROUP A). N
11.PARKING TO BE LOCATED WITHIN PRIVATE DRIVEWAYS. o� LOCATION MAP
M
12.WATER AND SEWER ARE PUBLIC. TO BE PROVIDED BY CFPUA. � ''. �$�
13.THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT-OF-WAY. Nis
14.ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE RIGHT-OF-WAY. NCDOT NOTES:
15.ALL STEEL AND IRON PRODUCTS WHICH ARE PERMANENTLY INCORPORATED INTO THIS PROJECT 20.TRAFFIC CONTROL PLAN TO BE PROVIDED BY TRAFFIC CONTROL CONTRACTOR FOR APPROVAL PRIOR
SHALL BE PRODUCED IN THE UNITED STATES. TO CONSTRUCTION.
16.THIS SUBDIVISION SHALL NOT BE A GATED COMMUNITY.
17.DETACHED SINGLE-FAMILY DWELLING UNITS CANNOT BE CLOSER THAN 10 FEET FROM ANOTHER. H•�
18.SITE LIGHTING TO BE PROVIDED BY DUKE ENERGY.
19.ANY SIGN IS SUBJECT TO SECTION 5.6 OF THE NEW HANOVER COUNTY UDO.
20.INDIVIDUAL SEWER SERVICES TO BE 1-1/2". V
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**NOTE: ALL IMPERVIOUS BUILT ON ALL LOTS SHALL BE DIRECTED TO STREET. M W
/O //K , //7-- --- ....TEMPORARY RETAINING WALL �� �'"^--•-_„ I .�I � ROAI Q �y
TTLE8IRD PROPERT C // 3 i r�� u / r/w 30.0 N �' SWARTVILL _- 0 Ly
PARCEL 11 R02519-0.-012-0000 I _ ,r' q. 11��0'R�� w
zaA o .• •.•BOOK 6355,"AGE 1697 �Wj/� �i•' ` N•28/80800 �,.'" " ._� - - E #�
,so • ZONE: ' 20 ' A No. ,_.. .'_ z PP
U IDENTIAL �y� _ _ W
,I,;� nom ,` :-� �'- _., - -,��J�, '/r/ �� �!�j, .zi�4.+I+��N/ �// 7,,.� R SDNH No.S AQOiO' 6 '9x aeaga�. '�`�I I�7
NOTE CONTRACTOR SHALL PROVIDE-ze. f- V , ' /v �.. /� I-, > PoM 28.5 `�
/�i N Ti ' . ,. I * , 47.g„ y ��� ' , a 3, 4 INv 23.0 t saCPP -4I I 2E"RCP
2ze4' SITE DATA �-I Q
SHORING AS NECESSARY 1 IG�pp 4 / y- ��II 1 LE zaa5
70 PREVENT SLAPEWi '� O.t7 Ac. r 7/� /��>; / �� / •' I; :,p 3:1 OPEN GRAss a PVC
I DEVELOPER/OWNER CAPE FEAR HABITAT FOR HUMANITY V
SLIPPAGE DURING CONSTRUCTOR �� ll 11 �1* • M �'%,'' ' // i/ SWALE No.t I.E.29.66 11
.'i'0 t d )I' eW� / /,� i li' «, 1 °� OWNER ADDRESS 3310 FREDRICKSON RD. (n E-1
AND AVOID DISTURBANCE TO {„ /'. � �� TINE SWALE WITH a .' MATTING SEE DETAIL)
EXISTING DITCH. m 7 7 1 9 SF 715 2 fir' '1're�a ./^= � �� � `' AFTER CONSTRUCTION AND ESTABLISH La WILMINGTON, NC 28401 �J,
.t, VEGEUTON 1M 21 TELY UPON COMPLETION ^
7,1s. �' �'�- " 'A. ,T.25 (�I J ?� ,, SITE ADDRESS 3101 CASTLE HAYNE RD.
o.: Ac. �,�- 0.n �-•Iy, /1�� , ��,, ..9i5 NEWOHANOVER i4UNTY PA
I NHCo. PARCEL No, R02519-001-011-000 W
� to •
{ If AI Po ���I A�► 4,,... ,,,,,,.„. ..z _ TRACT I ZONING R-10 RESIDENTIAL DISTRICT W R'+
/ I 77 I DEED MA SOON 68 'ACE 1
/ N uu+aoaN ea, e n ; I USE RESIDENTIAL
WWIIIIIP m• / ,y�, A ," '„_ • �_/O p+�'���-'4 **/ 1 11.7.0 zME.R-, ^Pc I. I TRACT AREA GROSS 13.93 ACRES 606,739 SF w ="7ril W
RN I'°rill// a I 17
�r/� �/� 1l� /%t IIII/t �I xE/�llil T. 1.� % " Rua 1r.u"D a 'oP :' TRACT AREA(NET) ) 11.51 ACRES (501,527 SF) <4
--" "=ir•,�. auv::sxE,.: •79•27=�+.�8196W 1ri�. .wac =,ue yue��e.. Aae•.---,,,w.q•�-l'751/.1.e:.: 4ree -e..7s�a8/ir"'--t.WILIG:-A.: :' it RIM 24.5 B ,sti DISTURBED AREA 12.5 ACRES
, "4,- .Ew4ipie__..mwr�us� � m swore-NmAIII'&i IIF,<y�rioMIAMINL�I���wE�� ,-:y I.a INV 21.0 4 z i
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1 ���� � // �i� � 11 ,•1 ��� I TOTAL(J OF UNITS PROPOSED 35
---- '�i // _ •
��7, r / -__ _ CHECK # OF BEDROOMS PER UNIT 3
z / T �- __� --- 1 Tr T - Y E:-:- -- I AVERAGE LOT SIZE 7,332 SF(0.17 AC. W h•�
I],.. L.G7yuC=y1 ,1 MC JA i' Il# �T 7 r - y„'!.� EJ,►lam 1/17 G Ji,.`,,. r
fem�piAr'sers�-• .mwu s ra v .•.rplpElslailEswlmo..• I� ��1 ,i MINIMUM LOT SIZE N/Aj '["'��
'' 1 1 - .-. ��1T �%_�T ��. LI ._._ r� i'� 1' 24' P / I a ,v M Q w F-1
\ / U...- _ Q v _► Bf-- PIPE ' OPEN SPACE REQUIRED (130,672 20%) 2,79 Ac. 121,348 SF E
.,-� /��.. . 21.6 ; ������ i' 1 ,r /' 20e ' �� �� /' OPEN SPACE PROVIDED 5.61 Ac. (24'4,230 SF) .4
o.,
..� 11k 111 � 3 d No 1
=�y' ...: -... tAporits,
/ / 11 7r•ifi SF� 21.8 II' 1 1 1 13- SF
8o4.. z 0611 n F Y, I ,.31 A. -� II 46 CI No.7 IMPERVIOUS AREA z V
15 1' Izi 111 AR
i6 :. �► 0 0.r Ac.� . idl (�;� 1 f
II N BOXES) I ,v I LOTS (35 x 4,000 SF/LOT) 140,000 SF -1
g d. 2.4@ A' 18"'� ". my I 0 , \ ry 0. l 4611 , _‘ L 810 !, 7 : zs cc• R1M 29.� �41 3 S DEWALKS 1ROADS 9 898 SF548 SF 2 V 1 .-^,I
- �• o,i Ac. Pueuc oaanAc INV 24J) 18,000 SF 0
1 'EASEMENT - - - FUTURE
ti N T •
MN 10.10. S B65TIB' Ate' I �I
z 10:- IIIli 4 `gETNLgo �yq ik:^, I III ..r _me -. - - �IIYIIY1IIt/'' 15 TOTAL IMPERVIOUS AREA 236,446 SF(39%) rn T
� � �r> r 2D'SETBACK I o
SDMH No. • + _,L 20 REAR -(=� r ` s l '' I 3 � �,_ A^aAlanas J' ""o`i _ CLASS IV SOILS (WETLANDS) 2.42 Ac. (105,212 SF)
INV 14, No ° -I� �-�� G /
RIM 22, � .... -_. ' \I.7 � , N� / .,•
1..:At
� / 621 [ �\ �\� 23EIa03YE Sa. �I �+
I0.�›� _- ^g���l�� ,� � �IIAII ������ q/I �• �/�li N� �� 7,199 sF " DENSITY -
30 RCPI ��.�' -S�1Po '# 1 II�+ Ny,\ /Y ! , RIMN24.5 0.17 Aa I d'I(`1,"r_
FES Nod IT�CR y / ,, L�
• � � .INV 21.
w/1o'z1s.1e'E9 1 "k,;.�-„� �!"' ( 7 w 4:kJ*
I, .K , ,F 0.�P 93 Ac 2_-1 / '- .�q f� OFLOTSr w),>11NV ts. a h �M y+' Ace 'U•EW � 1Q r\M i *IOPEN AREA REQUIRED (13. O%)121,348 SF(2.78 Ac.)
( /" �".�"tt i I " . '''If" I' ,.it ,a �`. I f �5 ,j'�1' �� iS Y i I - OPEN SPACE PROVIDE ( ) ^
SEE DEiN / G \��� ', aN- ( .• " i] '1pry�� �. �« r SE .S" �, �.-„- _- -- D 238,402 SF 5.47 Ac. I,.i �I
NOTE:CONTRACTTIR.SHALL PROVIDE C■■■� � � /F"" -�Jrra Ili I 1�0 # 'i.'I?'.: T T� a WSHORING NEC2•'t 1RL' �V.`�h y ��� �.�.. � J ' ) �„ �l/e. /I� �/i--i.7 `y I I / r, '�r_ TO PR a , ,� �y4A� ``� ./ -�Ille�• 1.. lI , j �1 Li I I I I GRO o a'" '"I 1 (NET TRACTIAREA* DENSITY FACTOR) ham# etSLIPPAGE DURING CON `�� � ,,, I TBM 1 11.51 AC. * 3.3 37.98 UNITS W +, UAND AVOID DISfUR• « �I�'� \` ��/ ,.. �} PoM Z6JS I I , I1 [ : �,, 1-�
ADJACENT.PROP . �}'I �.�:.�••, '�' r 8 AcF q N0.2 I � � I � 0 34 ELEV.R31 76 � I Z 01 O'
d.--' u: �I 't " No. / I MN20.0 I� 29 7,20• s NAVD...__...........- il ii I - WATER FLOW 14,000 GPD y '-I cp
pdw z x ✓ 0.17 Acill i ?d2� SEWER 0 GPD \J T/J 0 1�tna
ro -
1 /
��r - / .' I� I 7,200 FLOW 12 60
t �1 �'f� "1 ,°�� CIE ( 'R4 c� /��' s I �� ,ia : 3 M W L`isi.
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%
_ *. %i�- ray 9F / 2, _ q
a �. / �o 7,zs, �/ 35 1
81 " ". . Rw ` ; ,.d 0.17 - ! ze I 6,2 SF ri tY TON EXIST. T"A r�. 0 Oo
rxc I I
jit
!Yi # 1 + n � 6,12. s0" CI • a o19 Ao �T GRADE 4o w
°.o ,!.. '� W> . �j�„ ro 0.19 Ac. Po BA :'..6 f- ° ' I' _
I\. . . r), y "4,:•�f4 ./j I, # Rv 23,8 I NV 2., M ' DI N.1
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>-"� .�� �` -A,.1. ,x� q) 1/4��, .1`�,,1 ' I I _ P •E__1 L _ �f N.31.52 g 'F p �R
/ �e� W i s 1µ ;� �"•�",.", .s .6- At ���.=-_ l a�i1Ali_ // _ f \i 4. ) T--�� _''I� svd,��C, �V@�T•.:.;� �_�d ©�- LEGEND E'I d~' Gam.,T��
` '� . T , 11,10F -�- -► RUN OFF AR
�0 P w, , 'I ti. 11
,. ., - >r- "rz"k I• . ...' . / OLD MDl,RD.- 3 • 0 Puauc unulr E .1,,,,-..:.,r4 i� i I i ,�ES� ,4d s.e ROWS
¢ F '"1 - d / _-_.. •� ( *sr1r '
4111:0
Amimenommitel,lwt.
PP
F _
ill 6,356 SF 6,374 SF 6,39 SF w , DI ( Q"' `x�111111111//1j1
j ,. �E`. CRlEN P'� �. _ /„/�/ //' 8.0
(sEE�DETNL) � I -- o.i5 Ac. 0.15 Ac. 0.1 Ac, 0.15 Ac. d ` / T.R.31.s5' I Sp STORM WATER .``‘^(N F. '''.
f.
��� ,wtEST FOR BEE �/ /"I!�_ r. �/ ,', 7 _ . . SF p Na 6 _ v ;49-
FSSI •.
jags (C - -�__�- `�� RIM 10 I� o.ta Ac. _ I, \ °4I I •- ••••• �� LIMITS OF DISTURBAN SEAL lf'
6 '�((,�0���'(( ,aaA00o-,�n6E6 INV 0.19 Ac. __ /� INV 21A "YS - _
Y
II
�y r 4 � I _ X TEMPORARY SILT FENCE ❑ _-
ir RCP
�eo/ 9'My,. ,� f//, �." ' �I���. IM 31N0IIIII
RBM 2, �~ --- v . t£7� _ -�0[y:: 17374 ;.
1.^'� '7S BQ rrrr . . ICI / t ~- a" ,.,� -. .a'I.r"cz^.-.'>• A- �' A, f 4 D'L;.. I .,!LA J ''`�/•'• IN.�.` iaY1 fe ' �i. r/, _Ism ,'J•1� ?' r ^". y�u� �r 111111.01 - 20'REAR SET; K .. _ •'-, - 1. a $M •, . . . EXISTING WETLAND �q G �`��
,,..: ti_ • , .-. ICI W Iq II1111N
e,b J5'F/P ro RE - .06," T.. 7 1a1-. EIP- �• ,y ti,
,,�,//I� fir' _, N w I.
�rE ^ r RNANDE DE CASTRO DAVID ARNOLD PP•TER PEG* PORTER WILLIAM H. HUFF BLUE WATERINVESTMENTS OF WILMING (m m a116 I6 .. ggB DATE 0 -09- 2
/ , m' •" R025• -0 C000 & JULIE Po' R & MARY D. HUFF PARCEL ID:R02518-001-015-000 TON, LLCOF eAv ..NOS; 9 2
N0.1 D:R025`-001-007-000 PARCEL ID:R025<-001-008+00 --"-"P R02519-001-009-001 PARCEL ID:R02519-001-009-000 DEED BOCK 2342,PAGE 0926 C't5 OAKLt � 1) CONTRACTOR SHALL FIELD VERIFY SIZE, MATERIAL, INVERTS AND DESIGN PGT
21 BOOK 6::1,PAGE 636 DEED BOOK 631,PAGE 6 DEED BOOK 1615,PAGE 1697 DEED BOOK 1829,PAGE 0904 ZONE,B-1 I I LOCATION OF ALL EXISTING UTILRIES PRIOR TO INSTALLATION OF DRAWN F_JW
ZON R-20 Z.E:R-20 ZONE:R-20 ZONE:R-20 USE:UNUSED LAND I d PROPOSED CONNECTIONS.
USE:R'SIDENTIAL USE.RESIDER , USE:RESIDENTIAL USE:RESIDENTIAL Lo to l o-i /�/\,
6 Ihl.a,o N C2
` - - - NOTE: "•'' - • :. PROVIDE SHORING AS NECESSARY U')'$ 1 SITE PLLiIV
U
cc 5
TO _ NLURE DURING CONSTRUCTOR AND ZZ S� Z BAR SCALE 7"=50'
AVOID '.. RBANCE TO ADJACENT PROPERTY. O 2 PP
3 Q J ti „ 1I ,a 50' 25' 0' 50' 100' 150•
20017