SW6111206_APPROVED PLANS_20121212

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
C� APPROVED PLANS
C,
❑ HISTORICAL FILE
DOC DATE
�U`�/all 11
YYYYMMDD

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S:- �- -- - - -- - -- EX. BOC
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I ,_ i�il rl-I)i3PlEWAY TIE; WITH
{ j AT-i3OIidING P.R01-JERTY (}'hrNER �4 FT. CROSS
EX!'-1_'rNG =4 F1', RL _ ACCESS EASEMENT
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S:To LOT fi X
J. �. .25 ACRE
CQ
V1
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.. N, PROPOSTED i I' ' , DELIVERY
I i;i�ftiC.!- r t.'�'_•y�7 ur• c- £ i�� _,ii��. I �'.,..w' ff
;NCRE_:'�70 .'i,'ME!
Dun^;�st� -
-
SEWER
r.E
SANITARY _
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!I j ...':lJP EiOl
O ; FUTURE
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�I 'lirilF JM
--_' liE_S_ r-i\L: ����C�1 ,. .�fSY
13 tC!IfLN, i� i' ,t.".. i. (tiSV .ill i� iilNc
v':I3' tIAAFL=�iY !V_-'_k.. 0 Cape Fear River I5ie Des;in
4II'•n -- C,';_:r' _ a,i. _'R`-ti-is=�".f l ;;O?+�.'_ZrsAA)
4; PkNC EL D: 01958a 00_' `:
8) LAB A(:0i!. (i- - 12.1 ACRE31515, :� . E •
is.$d
4
Li:i = l.ia Pit` (�n.4 55'
7) ;i Hr1L� C,IIs IY
5) 61L4. DIS`s'ANC; S APE
9) AR2�A COP. fT,Eo '-WY i�1G?D:r�n?E
10) No NCCS. ?LORE s%'•' ?C1U_ds� Ws "d
2D0:11' OF $CIISI: 3. a.
(`4(:11 DLt' Ia
�J C
12) DEV .LfiPE'_g(5)'
2919
r rcitil,AUe; INC 2SSic3
P ;a Site is i3: a"ed WitL n an srEa aaviag a tone Lesignation 2L as
snrcra ),i V50c;d Ivsur=a a Rate Pop No, 371Si95PAD L . with a date
of i{enti_L t:CP_ ofr}.. ?' for Camrnuntiy siumher
29j�jL_ in _ t. _Cou_-ty, Stair, of _.Ncrt:i Car�'.ina xhiah is
..a:� carre .t Fo%id Insurance Ruse Map for the community in which
3ropor 7 is situe-Ed.
LOT T
1
1. 2ro ;iCC
LOT
2
1.72 AC
.LOT
3
11.88 AC
i10TE
4
2.1014 1C
' "'
S
2.0 IX
F"07U'WE'
1.19 AC
TI, '�,'i7_ 11.68 AC
IMPERVIOUS
% IMPEWV US
0.97 AC
77%
0.74 AC
43%
1.09 AC
58%
1.98 AC
67%
1-06 AC
36%
0.34 AC
28%
8.1& AC 52%
I I C"I N
- EASEMENF[I -
-- FOR CENTER i
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IqC 24-87 PUBLIC R/W VARIES
OF PAVEMENT
FAG SPACES MQ'D/PR0VM= ` 10 F T. S E ITV F R E A'-) E M E N 7
RMURAW (I SPACI PXR 4 =:&M MID) PA aM SPEC&FICALTIONS
LOT 1 90 SEATS/4 = 23 REQ'D
42 spaces provided Ai3_ SITE PARKING LOTS _-� FIR_ E - LANES
NAIM 2" I-2 PAVEMENT
(I SPACE P 9ui >�Oi3�) 8" AFDC .STONE (COMPACTED)
LOT 2 5685/200 = 29 REQ'D COMPACT SUBGRADE TO 96% STANDARD PROCTOR
46 spaces provided
LOT 3 10100/300 = 34 REQ'D
52 spaces provided
am CR03MG AT KoRrflum
11 EffAM 9W= (I SPA P= ZVfY 300 Imo, IT. R+&1'D)
LOT 4 22400/300 = 75 REQ'D
85 spaces provided
FMARY WAL7JR C®IZ IFeIIny (E PJM MW on I M SQU bia. pT, RUQ'D)
LOT 5 12248/300 = 41 REQ'D
40 BEDS X 2 = 80 REQ'D
101 spaces provided
,].a:1 E�1 AND ,1 OYCf_, P- I�IJ �,�..,
�7 286;
PIN.. ,3n--8=1 E
F)h E111, ]'(' 1 4
L.ONLI'D EA :,()
I HEREBY FORMALLY CONSENT TO THE PROPOSED
DEVELOPMENT SHOWN ON THIS SITE PLAN AND ALL
REGULATIONS AND REQUIREMENTS OF 'IHE HARNETT
COUNTY ORDINANCES.
DATE OWNER/AGENT SIGNATURE
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I it Ejx
N80°17'33"W 1208.41'
GENERAL NOTES:
1) SITE SIGNAGE SHALL HE PERMITTED UNDER SEPAK: -'E APPLICATION AND
THEREFORE NOT SHOWN ON THIS PLAN.
2) ALL TRAFFIC AND HANDICAP PARKING SIGNS SI-ALI CONFORM TO MUTCD
AND ADA STANDARDS.
3) SITE; SIGN AGE AND PAVEMENT MARKINGS SHALT_ bt: IN ACCORDANCE WITH
THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICE'S (MUTCD) AS
APPLICABLE,
4) ALL STATE ENVIRONMENTAL CODES RELATING TO 51'1:1.AGE AND POLLUTION
PREVENTION AND RESPONSE METHODS WILL HE FCr:OWED BY APPLICANTS.
5) NO HAZARDOUS MATERIALS WILL BE STORED ON SITES
SHOWN HEREON.
(3) NO STREET LIGHTS EXIST ALONG HIGHWAY FRONTAL-f_.
7) A SITE LIGHTING PLAN WILL BE SUBMITTED AT A IATE;R DATE,
8) HOURS AND DAYS OF OPERATION VARY
9) DRIVEWAY PERMITS PENDING
10) ALL BUILDING PLANS MUST MEET HARNEIT COUN I ' FACADE
REQUIREMENTS. FRONT FACADES AND EXTERIOR WALLS VISIBLE FROM THE
PUBLIC RIGHTS OF WAY SHALL BE COMPLIANT WPH HWY 87
ARCHITECTURAL STANDARDS.
11) FUTURE LOT MUST MEET HARNI;TT COUNTY REGUTA'AONS-
12) THIS DEVELOPMENT IS WITHIN THE FIVU MILE MD.1TARY CORRIDOR OVERLAY
ZONE, AND MAY BE SUBJECT TO MILITARY TRAINTNL; ACTIVITIES.
13) *NC HWY 87 IS ON THE HARNETf COUNTY COMP) tEHENSIVE
TRANSPORTATION PLAN"
14) MAINTENANCE OF THE PARKING AREAS, DRPiE A1:II;S, AND AL, LANDSCAPE
BUFFERING WEL BE THE RESPONSIBILITY OF THE HOMEOWNER'S
ASSOCIATION,
15) ALL MECHANICAL AREAS LOCATED ON, BESIDE, 01, ADJACENT TO ANY
BUILDING OR DEVELOPMENTS SHALL BE SCREENED FROM THE VIEWS OF
STREETS AND ADJACENT PROPERTY.
16) ALL EXTERIOR LIGHTING, POLES, FIXTURES AND DESIGN SHALL BE IN
ACCORDANCE WITH ARTICLE V11, SECT 7.0. PAGE 163 OF THE LIDO, FOR
EXTERIOR LIGHTING STANDARDS,
17) ALL DUMPSTERS SHALL BE SCREENED WITH GATE
GRAPHIC SCALE
�G 0 �5 50 100
a.....- �,� L
( III FEET )
I inch = 50 ft.
SS10N*%
4° REVISIONS
.41
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''r�fl i111 i11 1ttl ,n -...,
ZU0
! I L LA "0L
�.-�_-'----_-._.-
�i I M_'t= �s Ham.
Sir DE
SUALL SHRUB IP
�.•,lEl.-SC�+�'Ii�t� ;4i,.:i _- ..•:�'� ac1 rx.:.iic)LF, L'i.i_
SEC ION 9.0 OF TE � zAR P' EI l I"OUN"I"Z UDO.
1 Minimum v6 lth of 'S Irat iey;ilics Lc, ,jre , ,: , rea: rr"t
lines),
2. Optio^ 1
A rowof evtrrrasi ,ihr:A,y
six (6), feet epara which wi _ r;`nw is
of at leas. Aix (e) feat :u r; vrth;^ tn's ( :ieNrs of
planting, or
3, Option 2
A masonry Arai l.,cated +ri.th,!,_ the rclqu:^=(i i:'4f'cr
vr1i snail b:t e, mi:iirra;in h,�iFn_ c; sib (S', TCwt :o'-cwe ;ii:i;r_,a
grade l arid, i,• a black s)1. it ahali he p-wi-Aea u1c. -,ides; ; .
an opaque :erce six (3) feet is. height; of
4. Option 3
3 burr, meeting, ine
S11-111 PLAN
s) e•i�'Y1i i i�lpFn i's. 1--cmiol Ai SNOW. N.
Ili 0?INF-R(S) UP .=firENT(S) SK4:1 AaFLf F-On SIGN P=::'ilzT
C) SIM, ?F,11:r2T APPLICATION )OUST BE APPROVED BY 773E i3ARNMT COUNTY
=rL,ti,N):r`G DY9ARI';y .7% PRIOR TO i'NSTAL taTION.
'i p 'f•T l Y SFSi eE'R11MI;733 P'Jl i ZR 1'1I'aS 4 AND C, ANU) -1 k DSCApAG RUST
T.= YC, �C' 10N 9.0 OF THE COUNTY UDO.
01 .i,. 1-1_-T ...,tL 1�3 jF2L ;al pi4" Kr w a betwee❑
,.'
...nt �
of w and o�? ..�:T:g fr,ia_+
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15)10-* gro-Ing zhrubs .o. ev'ct-' _sc.ire.d large
a
TD'rr SHIP: ANDERSON CREH:K GUJNiY: 1Hfi,\RNEI I
STATE: NIOis f I e �C'AROUNA
PRCPER-7` 0F. RALi H KjFF i ll�t_'.�IN", L�-
EXISTING DITCH
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BRANDYWOOD
SEC
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PC#F MAP
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EINGINEERING - SURVEYING a DESIGNING - GRAFTING
ar K'w­ & Associates, R.L.S., P.A.
�_C. Box 53787 NC Firm
} 133-- r Aorgonton Road, Suite 201 License
i �-Qyetievilie: Norte Carolina 28305 C-0887
P. [phone] F. [phone]
V",W.LKcndA.com
i
Dr,TE: ) 0/ 1 0/201 1 SURVEYED HY: LKA FIELD BOOK: N/A
Dkmm BY: MB - FILE REF. P\P11-030\CONSTRUCTION
LL.OSURE BY: NIA j;Rawj Jc avo. CO l Of C l 2

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$.a ,,,-iii t) =,52'�is,",- •f'''I$..'''I.C'c_b,J:,iS
Sf"PIR Vi-"._0 , 251_
I_-e:I'V-'1 7':'..�irT J"i:'i
13'.\SET l:,-,4'x260 d_': :1 :><7;
=Ti - 4' vi�7E SL�.PF-'
pCSf). .-�'.0 C.:EI L _ rli:-t27'e .;:Jt. ', Sp' Ir,y S3+L9'
ci!sl ,,-, '-;mt:r,- rl s ct �'"b6' aaffle spacing (a) 3S
an, );,n t , ,_16'i sf S charnber bofile spacing 's- 3S
vr,lles F ��. -= r,5. cr 3, i� Ilef chamber baffle spacing C�) 21'
I F;rrbn.r•'' 'I'v'ifi) � 5'r71,-t.
iiCCl N.)!51 E
--_ ':?lAi
I ` Oi `,i I- Bl. t! ,1.,h�; A\ ,, D ^/.i-'',, ^.EN TS Si i01- EE C.nMT'AC:T-D i0 ,'S%
': - ,.,I r_-, ::)-,- SFA'17A.00 PRCICT€OF. ASTio r;aura TESL. ALL BEFiIAS ,,AN
r.?''Lt{liJr✓A_'cf ICC:!,I- AINI1-.LM4"101' Olt-AND$CEDD N
PcINI- ..'?' r4r'l AI
i::il"B rnei =�.2 i 4, �.C} o Cr7`� C;: J.V ;J_v.'
- . - - .- -__.. _ - - - - --- -- -
�\ �,' // is \� rt.:_ :y�Shc��' �iiti a 14A j.��
I G t.a 0; ` i'� E .? Sr---------._.-____.4___------__.-- 7-
't.,11= 0.!: _Q'
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K, !�r�-- _ r / ", _\ .1 fr• _>- .y T '1 rile S -�-i7 "'c: ;� I
1 ',
1 �- � s�;aci^,U `t r ! 1.-.�.\ rr' top of
)- _r I
r 1 J I f .�� 4 f tr
E-u = 341.0O' _
EXFILTRATION BASIN
(NOT TO SCALE)
DROP INLET
EL=34B.50'
INSTALL 2"
SEMLER AT
\�\\\i� 15A RCP
�< [INV 337
StePostsI r
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Fence and fabric6 I3 11
buried it trench.: I 1
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? yam I i I - -__ -�f a•)uira�,100c,ecJ ® I 1
POND 2
DA- 4.48AC
CJ'E,l IN-17.77cfs (Q= C(0.72)*I(5.50)*A`4.48)
VOL REQUIRED=1 B00 W= * 4.480c=8,064cf
VC'_ PRCVIDED= 14,304cf
SA REQUIRED-325sf/cf5 *17,77cfs=5,775sf
SA PROVIDED I6,292sf
CREST DIM. - 72x 600' (EL - 343.00)
BASE DINT. - 35'x570 (EL - 338.00)
DEPTH - 5' (3:1 SIDE SLOPES)
Weer Length � 12'
Battle Spacing
Inlet Zone 5,702 sf Inlet zone baffle spacing '!i 79'
First Chamber = 4,073 sf First chamber baffle spoc!ng 4i 57
Second Chamber = 4,0/3 sf Second chamber baffle spacing 'Q 57'
Outlet Zone = 2,444 sf Outlet chamber baffle spacing Cn) 34'
Ernbank. Width = 5' min.
'S:.E EROSION C ONRTOI. DETAIL SHEET
*'NOTE A'..L BERMS AND EMBANKt,1ENTS SHOULD BE COMPACTED TO 95%
COMPACTION STANDARD PRC?CTQR ASTM D698 TEST, At.[- BERMS AND
EMBANKMENTS SHALL BE COVERED WITH MINIMUM 4" TOPSOIL AND SEEDED
AND MULCHED AS SPECIFIED.
EL=:348.00'
_ TOP OF POND 2
\\i - -- -
--- _ _ _
_...
Anti -Seep \\�\\i\\-,�\ \\,�\\ � '\\S
\''\ \%I ..\� \i)i�i \ FABRIC ANT] 14' CLASS
Collar \�\, \\ \` \ \ \\,.,�%i\ I, .
-i \\ \\_ \ i �\\ i �\ , i5" RCP INV
i i i i „\ i i\. \\ \\ice S RIPRAP
` '.\\�rVEL=335.70'
Cut off �;!A�
Trench ���\% ,
POND l W!Thi 2' SKIMMER
DA=4. I I A�:
Q10!N-18.50cfs (Q`C(0.85)*i(5.3D)*,�(4.I 1)
VOL REQUIRED=1800cf/ac * 4.1 lac=7.398cf
VOL PROVIDED- 13,941 cf
SA REQUIRED=325sf/cfs *18.SOcfs=6,Ot3st
�\ SA PROVIDED- 10,251st
CREST DIM - 73' x 310' (EL 349.M)
�\ BASE Diem-'24'x260 lEL - 341.00)
DEPTH 8' (3:1 SIDE SLOPES)
``«:!1,Weir Length = 12'
�' Baffle Sp'e�c. rig
u"" � \ � - Iniel 7cre == 3588 sf Inlet zone baffle sou trig 4Y'
� '-X ,_ . ,'-1 iEst CY,umber 2,563 sS hrsl ctioniber baffle spa, my s 3ti
L`'"., , \� 2. I site Second Chamber = 2,563 sf Second charnbcr baffle •aacirig `, 35'
cr11 y �% of`<� slopes Outlet Zone = 1,538 sf Outlet chamber barP'e spacing ,r% 2"
1' �1 rW. ,.!! t Embank Width = 5' min- .
# Yp.'I
�a,� '3,t� erg' 1 i ` , *SEE EROSION CONRTOL DPFAil SlyrFl
r
`` / '
�a e,\') ,,,;; : / *'NOT C: !=LL BERMS AND EMI;A t'l<MLN iS Sr!OIJLU BE COMt'ACI D iCD 15 b CO1)�F `• 11G1�
F '' `� LI" STANDARD PROCTOR ASTM ?69BTEST. ALL 8ERMS AND EMBAt,KMEN; ,'A'FRFI) NffH
art ;I,,-� K / r $ SHAI Bf
�o "u1iJ� MINIMUM 4" TOPSOIL AND SEEDED AND MJt..HFb A5 SPECIFIED
\, y I1
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T' ,_�,,-�,� �, i f I� ' - r Ice Same er = - in and 3 doy •:.raw down
M1
f . ..
J 1. i�., inlet Lone
/ /
L1� ,"'"' 35% of Surface Area = 5,7C2 sf
7 _ -'? iti_i„, 1 moos, along Crest = i9'x73'
_%a ,T?j I i
/ l ! � 5.1.i ,, 4 t , _ - FlrstChornber
/� l4f=
7 s / 25� of Surface Area - 2,563 st
/ f I / d Meas. along Crest = 35' x 73'
343.0C'
lYtl�,, i'., I 0
-__L r I ?` ,. -! ice ` I CLEAN'CUT TEN it I �I M I T , / ___1 , ^ CONSTRUCTION SPECIFICATION
�;
i ! 1 r r7ihPEPii F.=lss iiES ; L� Ee f / 7 f
i t # i, I I w-_ :yam .t � Flit' L 'do's / vl1n. 5ill' Crest / Second Chamber I Grade the basin so that the bottom is levei Trrr t to back and side to side.
+ r_•• •.,.y 'J. ,r . - I --„r _.-,_.--_, - / width ! ' ` 2.5% of Surfaca Ar:,-a 2,563 sf 2. Install posts across the widfh of the sedirrlent crap. Reference sediment fence deto:, t ne�dc 1.
-
+-s..i?:!vf @,.- I ; i�• •-L`-.----.--.-.__ i
`"' ' f' S1 ; , ,: , t.:4,. i - - a � Maas. area- Crest = 35' x 73' 3. Steel pasts should be drivnn to a de 1h of 24 inches, s aced a r�•aximum of 4 ft. opart. Bottles s )I, t: ;
r--,_`.. .. __..--__-_ ''- rS "!r �' •gin , J/ �_i SinSfG fed a�OnC' IP1e botlOm Of the pond arni tied 1nt0 file slope Of fine bank. Ensure trial tG�r Ot t7 ii,rl,_ i5 a'i
TRENCHING DETAIL r
Ct f c .) - I ~ / •t'0 PG -ND D 2 !�:nsi 3' above iri vutlorri et the pond,
fob-i( 1h fr /_ Outlet Zone
1 5 of Surfac =, Arer; 153& sf 4. inst,i!f rl hash Three rav-'S c,f battles het\,Jc' n the iri[0 and outlet Clischnrge ,c 0r Bc.' n Icss I ,ri r, t<,,,
f -,ot` ri . i , c �
I i - _ `' N"eas. a:�r _ : Ic.b° -_1' y '3,
I s;a..., i �` �_ - — :,. Vill�rl u,;rlg pus! , Ira;.i a , J,P,;rl -'r- ;_ � r.- E- .'ire'„l` o` ire riw Iti-,rr i) rite i .-d:ell'u.
�� l 6 Wrnp fabric over tho lop vAc�. Ih�O fohric „iol,ld have five to ten percent openings in the rrea . Sec.
i_ _ w ______ _ ._
•..: earl supper. structure with xi- lies, wire or :e sia s.
detail for cut pattern, AIic:C.rl fabric 10 a top p p F
/. Erie t)ollom cnud :ides of the tacxic should '•)u anchored in a trench or pinned with 8-inch erosior' c__riir,)l
NOTE: -7 Perspective Viewmalting Sii)ple5,
6. Do no splice the fain -, bul use o corwriu• '� �iece across the basin.
Ail embankments shall beCampacte� I !,.
95% compaction s :lnaard Proctor As!EI, MAINENTANCE
D698 Test All Embankments shot be
covered with 4" minimurn iepsoll, seed,,ci . rn;pec:l baffles at icast once c) we6K me .. to,,", rl roiniall. Mall aI-y re,aulred rl.paifs ur.rr ecI ;ray,
and mulched as sp�cilieu. . Be sure to mointoin access To the baffles I. . <; tre fabric of a baffle collapse, tea', de_.om�:,. ; or
become ineffective, replace in,rTiedii ite'.••
Remove sediment deposits when it rear i --i 10 provide adequate starage vo.u. i, ID, ,l;
ruin and to reduce pressure on the bofflc •:.< ..,:.r. To avoid damaging fine caffi s cur;ry „�:.c)t.
-Axs, fill,
Sediment depthshould never exceed her '- find, d_.sigrea terage depth.
Ok n P O& ll d I
• Attar the contributing dra}Wage area has Cc�'='C�pOrry stabilized, remove ail ballmnteri'als and
unstable sediment de,�osits, bring the area tc a:ie, aria stabilize it.
Pete!rence: NC Erosion and Sedinnlentation Control Planning and Design Manual - Practice 6.65
`-' NiOtE: fHE DESIGN LIFE OFTHG FABRIC IS 6-12.v10N'. IS, BUT MAY NEED TO :SF. REPLACED h1ORE QFlEIN IF
DAMAGED OR CLOGGED.
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Cut Patie}'n ¢c;r Fa )tic % ,-" ' I _ -------____ _.-_ _-___! Y � T /
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Cut s If in• to , , .n,_:: �' i ENCl�ING DETAIL
fabric- '., a < -_;! r , I />
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r ,
- I
I-
�� ram,
�; it
i I _ _, `� -
/ `-
u
} 114;
1 t / 1 ti?"
/ / / • I �� .
Mil?.5'Crest `-�
width -- ' -
i
Inlet Zone
35%of Su. -face Area m 5,702 sf
��_
meas. along Crest = 79' x 72'
// FlrsChomber
25`,of Surface Area = 4,073 st
Mes. along Crest - 57' x 72
`,"II II II , , , , "
`Z(L' \ C z'Q1/y� r
\_ :oF�SSlpyti
.•Q� SEAL '�•. _ �'
0
v
- 20234 r' - ' %V
f,, S•S.. S?0 ,0
",,fill I WO
I !
3xt,, e: = 1 \4f1,. Erosion and Sedimentation Control Planning and Design Manual Practice 6.65
NOTE: Perspective View
All embankments shall be conipacterl to
957. compaction stancatd Proctor AS i rA
D698 Test, All E mr
: �-t mbcn�enis ,t,-1 I be covered with 4" Minimum TaiDSOil, seer] ,d
and mulched as specified.
CONSTRUCTION SPECIFICATION
1. Grade the basin so that the bottom's levcl front t; -.oc< and side to side.
2. lnlstall posts ocros5 the -widfh of the Sediment IiLirD-;efererlCe sedimen7 fence detail If needed,
3. Steel posts sr'ould be driven to a depth o' 24 inch.-e , spaced a maximum of 4 ft. apart. Baffles;'tics: be
sir.stalled alonc Ilia bottom of the pond cm,: tied i�'e ,tie slone of the bark. Ensura that lop of =Deg is ilt
least 3' above the vottcrr of the pond_
4 install at least three rows of baffles eetv:e'•:n the iri.et anti outlet discharge polni. 5aslns less than 217 le=f
mcy use 2 bullies.
7 1'v hen using posts, add a supp,)rt wire or I. f)c- ac:rnss it -. r, ,aof the measure to prevent s._ 3•,i, i.
. = ri I i;.e
,x ;-.� i v Jri;, er-
a�.l'. _J I::a^! C1ii%!_�l, nr _ d;ii'ri�
_`'.:3 i7c:;T:l /lam! ..'?�.4�i.i. - �-,a,wiE 7F:8t
vl:•- '31: the L/i il-ii�.% nxte,si JN`. ti,) rh: ' , _ ::I Silt f?-ii•%-_ ii;s,I:;ii ti„? 'sari
Detall:i L'lFj-lc% 6-/!" CT)c1.", i•,:. 1. r.4' 7i: •l:s j %`. 1rV '!r a
0 f it.. 'h Civr:jlri!)C;, i%a'LUS; 11;g S ]C1 SCl2s1 onone BrlCj� 117r0 t1if;
Y�' '.^.,� U7 %�1t f : f%! si foe I 11ii,"j%vr?iv! 2[il E SG'SUFt?Q U UE l:'eE71 (r18 SIiiBS of Fro float VJlir1 1'j7@
/-
:O,Si %:.' ,r, *'hNi:. i- _h Ylh tiJ n . !'? /+'i:, r i; 'Ci ai i 9 I
c :ii 1 �tlr, irr,;r,i t,,� s,lr', E'nc o fine Irer?f, v intthe?o?f aria+
I 1.: Cf 1 7 s �v is ,!,:; ,- Svf3 '. i_1^., a ? ",' l;r�,aSe so ![ GG:? tie' remjoved Iater'.
h' pe - ,�.J ,i •.., �,s -
Inlet
�
L= S:`h � 0
\fan •__-'�___l;,_`-
-
r.� r i
I
) -Iri ' 1, t err.. r,A! r , ..
/,
r /
t D .�- ,. 0 L a' e'' '' .;[
/ r
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,�"'
_
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}r
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k �4 _'
^�..'�Kir'''.-
I ru-.
i-..'�,:. '4i
S;�rl�rrier SYt�w11 fl1
r
,.,.s': ,_�'< .i1':Ci
4.
�'-�e ",soil i�!'i:
f1C4 riilCg' pOSIZIc)n
I_ . �.lL:i," �Ii� i}' 1Grl- 1:i ;�+.�f'� �ii S:•2.t-r^t 7u 1ilr-7i�t'�r .,ii''_i�''lin i:1:-I :i'1'�, i1i.3SG.
Lief'1f°ti .lM_e `^:r11.rc`-,r_I !,- -1!: /L)t-'v _lift I.�0?N�' i:_r' j n' ,_? it - r I r - r a I, !�
%oFT , :o,, , tYre trot. �f n, �i,r r`� green t;,e iloaf
_. 'Sr rr), ,, a j?E; "n) ;,`-..� "` - , ^;p& , hoot:! iJo ,&),,it 1-4 ";rate's Cl"tc :jep1j? Cf ' ?a basin gp t!?e
! f . ;:did _, ri° J..) , It'a , fit,;� -.' Z,, , M . ?,ii'ir" (':1�t`:i a i�* .$- tilt --ki(lil:7 f' C8••'f i1C% �) !!IBC? IO i7`7P S;(iE-
3 1'1n jhu C,t:'Tei eTk oi tilt Sla T. -r Nn±. SC'' -:KC- ,,:1 ilk-. 'nli r arS(', _.l aTid t°gtTtL.n tre Sci'ov
r r
to ,r,�71,.ttJTI._ _ �,_ F yr; (/e C'.rcr U I11Dr
cXtL)S107
�, L
r r-
Ir r r r CJ - •11 , c _ r 1
l 1. '\ rJ i r f r 1 r? +"1 � 1'
':i ff 1 1 '.,, u
. re.'( _rid v� Iris �S 1,,tu ft7 1 ` !' ' ..1 ., be sin r7� a,! the I r�i y
_1:• U , f, 1_ _(C.]rYr !, _rI ;_3c; ,- -:I,:r .t• I..{; ,L; „ li;qe iJc:), , i:irfuri! 'f ! '? i pipe, IlSeror
_ E' - - oli rrat%e omjE) e.eu trio Hose o the i
r'�t1i C. f „�I";,G- 11C)110-T_I (';e .iC:Tin;',Sv Tr?a .1-��+,?';`?ri. r,' f),� cif- ; :� a 1 l
t J• c )
o :, e�;re i,; ;f �o r.ct have fo✓ ail tine way in.
r Y;,;
S ,-,.?., rni iz, ;� ,., r1,`'i t?,I,.:r"., LWvi 7,b"Y r7., J ;)"-'.:1U,'., i_Ljs& Qf I Sklrt'rT1)er ,'j-tP,r.
ii +,r,:ie1 l..,Gt:�t9: ,, (fd;l C` wrlf i,"I,y-(,c'.,r i:1 >r 00J,✓ , _' 71;,: ,,ram rL) 'r = f y. ,^
r, L.t u r ; 4 ai the , Ight a:;,1t!
'r, Cu, h : Jfiif v'ri sr',c '`t vfi (S,zt _-!'l�}. : f)li r a '::' !I •inn' „,I,,. l r, �. ' I �) the
h C u! C' _ -a r c ,;1 '), put th, - G+sk fE adaptoir, and instal
6r:�i-:Cr ,;r° t` , :::: ,, :and it:`lTc:": i,. _ ...rtv, C.:Ose ,-_ door.
l',11u7, _�'i_v i 2'/2' Skimmer
0
r t I 'C'. 2 , r.�iG;l T: .. , ;-.., !•, t' - - =-t - . . fr ,
i i-.=r.,,tl. i',,. ..;Ili--t-; r,-"G�,e.3'-cf•UF.,iti (', r'eflns_--
i H . _
ISI)e _re,,vC-
I
v e '.r r: , , :°I:i [+, a,_ . -r?`.• Cil,y it ti'"3 ir•,'„ _- 1 i ..°ram_` . 7'-'y �Cr4ly �.f 0:)E3
-}, �..!_]" _ T;- -,-,C , I lacf!.J)jn L)t tr. 'r-?.,., 1 it i =-_-, w \,,fare '�F% sklrr?'r 'N11.
! _ _ .aC '�,.a, rf r.-3„ir: JIUCC {'I c:,t,_vr3 � �{ei „tll',e s\i.m -.,., GT,
I ,t,:!!(ii i 11,^.' 4 .),I 'ir•r, n I, ' c ik- i Il f l I F s 1 u �E 2
r\;-,)(-tl t.'le' iF) ic' Mr-, i-'-,_, C.. t- - ,)' tfrr E-, ...C. , •,C, u Or a-.4 - , ;il'c,
CGS r l
;7 ,. ,'� :I :JT ,.,, 3; '.,)_ --1 C:- �I -[.. .. ,� r r'L r- -!!C. u
I 4j; , --1 i .. i', t..Ciit_, ;, . ;t:,. I'_ r n _ ac;?.
ti'.i1E:i':1'1,:(r nr. ,: r c•r. ,ii.*I _t`,8--,- , `1 C;-.. . ?):'i:-'i
r,c I ')TO .I'f: �lraL !C - OJ» -.t, 0-1 il:e _.Orrz •G.vcly ,Orr- to s- e i ,2 Irv-..
' c_ ll:o,7; .0 ..OIc Tin .- 5`:Irr,l?"� I:, n:� ^i:c,-.. ,A,Io ,e sui-3 I S l-,rJi , -?, :0. 'yr1 sO b':rrte'
C-ate_ nqi f!.7'-.:i ,.r Tn:', pJ `',ra'.". r,'.? r,C,ir, *Ili. �f%r,n�•� , "1 '.J-.7!"? _ ,, ^_i the i 7,�rrel -
Ill fC;t r�rr'^3�tc:;.'1C. V;7eI:I';��_Yn,",,tIES!A f�� -GI\iw. i,
I ,-=n,'i,n�=e-
I
l
11 h ) i II Fri - ) -t T1 C )I 1' ! IhE'.fc IS W7ii:r'ifi Irli! I"lt Iri. it;Li]ing ol'i Inn
Lv. rr' ? wilt ),:.,c. iy v,5ri free irnsn off ,rind restore tio4v. If nol, pull tide
c,T "u NI'-- s1ri�2 "A !tie basin Unto Use cJ sflck to clean the screen. 4-' O} n We
"een ~r >r c ;c1 r;�Elrwe ally trr-sh cr setj. tit inside sc' grass or trees da not
Circ) III;The n!ut.
l D \ r dI AClCl,n',,,LA 11iC)N Al2rOUND THE SKIMMI; R: A sna!low long basin, using
rt 'd o yr in tee ,xosm at the apposite ct,d from the outlet help keep
sear, �.nt ..wc, , ;'to n tin^ skim,rrier. if sediment restricts skimmer movemenf, pull
skirntrer to ,_ne si�_t2 and oxcavale under it -
.Cc:. . t, kae is e bror,'un r,,; ;jt the inlet and around ttie barrel to keep water
f' _v ing, rnuY.n , sure ii less !Ikeiy ine inlet wilt freeze- Spray painting the float
'; a < To, jc o:1> } ct is � e::omin Tended. Use paint ihat will stick to PVC,
C FTAr:1_:'._ING THE SKIM,> tR: The skimmer is make of plastic and will withstand heat,
cold a'la sun!ignt bu` iT needs fo be handled by pond, not grabbed with a
bockhoe bucket c3nd moved c:round, especially in cold weather. To remove the
;Kirr,mer, auc or'nect the hose ilrst, then disconnect the barrel from the inlet
cur',ne:,tion. DO NOT try to pu!l the skimmer loose with a bnckhoe.
5 VAN )A! 1Sn•+', Keep uno.ltharized persons That may do darnage off the site. Do
not provide rocks close fa the skimmer if possible- If possible, taking other
_elf s'lleatio.-Is il:fC, c CCJnt, position The skimmer out In the basin away from the
2",TlK,S fc decre:3;e ?he polerfiol for a successful hit.
6. Wi op fabric over line top wire. The tabric mould have five to tei'i percent openings in the weave. ` et I
r - -
- - , I T Y��-
c etdii far dui pattern. Attach fabric to a rot'„ and support structure with zip ties. mire : , stop'as.
1. The bottom Clrld sides of the fabric should be anal ored in c french or pinned with 8 Inc eTasio: i ccn!ral
,.
�"
.� ,
:_�� � , .
matting staples.
r '_`f"_�-,_�-"
8 Do no splice the fabric, but use a contin-,,)us piece. across the basin- I
� .
i
�1.
,
,
MAINENTdNGE (
i 9f
\ .
ANCHOR''
on rlinta!i. Make an re uirea' repairs immediateay. 1
Inspect Oates at least Of1Ce G week qr}c, alter e y �
h r f b itEe' ;�= r
Should f tabr.- r7�e �I,, a_.�
f .
�," f;�
'r-. 1
.
I
• t . I^ O a a Calla �eGl`.:]::C -!I
Br access ie
. Sure to maintain a �c.,�s to tYie baffle r p
\ -
- -
� G
.11 .
become ineffective, replace irnmediutch'
! _ E u_. � r 1
.
- , ,-,. I
- f r^C e •.OILhl1C IOi i �, l,.f,1
• Remove sediment deposits when it reacl'es halt full to pre; ide aaequa e etc g
I
- , - r
rain and to reduce pressure on the bclffi,'s. Take care fa avoid damaging the balm, durin:y cif:ono 1.
.-, . � i �, ; (-
Sediment depth should never exceed hive the designed storage depth- i
f
• After the contribuiing drainage area hcl, been properly stobNized, remove all bathe ! naler3a6 al id I
�
t
unstable sediment depes'lls, bring the ciwo to grade, and stabilize IT. I
l "
1
r
/ -T,' ' ' I j --
NOTE: 1tiE DESIGN LIFE OF TIME FABRIC IS 6-l; MONTHS. BLJT MAY NEED TO BE REPLACED MORE OFT' 1`' IF
�r : T v ' F
!' , f` .1� I'
� )
_!
DAMAGED OR CLOGGLLg.
f _. �"
. .
POND -- -----
DA__4 48A1,
Q101N 17.7/cfs (Q-C(L: /1)'l(5.30)'Ai4.4l
VOL REQUIRED-1800cf/;.c * 4 48ac=8,064,J
VOL PROVIDED 14,304,.E
SA REQUIRED 325sf cfs' 7.17cls=5 /'Sst
SA PROVIDED- 16,292st
CRFSF DIM. 72' x 6CD' ( I 345.00)
BASE DIM. 35'x570 (EL 3:r8.00) I
DEPTH - 5 (3:1 SiDE SLOPES)
Weir Length = 12'
Baffle Spacing
Inlet Zone = 5,702 s Inlet zone baffle spacing c?' 79'
First Chamber = 4,0/3 sl First cnamber baffle spacing �_aa 67'
Second Chamber - 4,073 st Second chamber baffle spacing %i 57
Outlet Zone = 2,444 sf Outlet chamber baffle spacing �r 34'
Embank Width = 5' min.
*SEE EROSION CONRIOL DETAIL. SHEET
**NOTE: ALL BERMS AND EMBA110MENTS SHOULD BE COMPACTED TO 95%
COMPACTION STANDARD PROCTOR ASTM D698 TEST, A!.l. BERMS AND
EMBANKMENTS SHALL BE COVERED WITH MINIMUM 4" TOPSOIL AND SI I'
AND MULCHED AS SPECIFIED.
I .- -
I
�_� cr C , i... / �' - '-5 1��" :/a1. it F
I e_
I �
Air- -`
FJ ` I-\J I t__ I� U i A L
n l--.
-� -'Y,`V
� , ,,;
I ;�?�-;E;,--E VIEW
�- --'-----.---,.._ __ ..�-.._..,._-_-._..- _----
^per ` �„� and'` .�'w',-'.;'•�,>',r '`- ; I-- ,r�. R - ;'yj1z,41
-------------._--- ---
r - rs;-� i1 : rl�* G SURVEYING DESIGNING DRAFTING
i Larry King & Associates, R.L.S., P.A.
TOE
M �
H ATE.
iIi P.O. Box �378
i 1332 Morganton Roan, Suite 201 NC FIRM
N I57 J7r4, I' AMM COUNTY.. NC
Fayette''./ilie, Nor'rh Carolina 28305 LICENSE
P. [phone] F, [phone] C--0887
TOWNSHIP: AIvDERSC;IV C;RZEJ'
I ��'��v.,,' KandA.cUm
_ ____ �____�_!�—:
S'rATE': NONI'ri C�:'�RO'L,ii\iA
�_ I SURV Y ,D BY: N/A FIELD BOOT{: NIA
I it i � II �ZLf 1 I
--_-__._.-- ___--�.._-_-.-._-_..,,--- __—_.-__---.-�-----'SC
1' I i-))T i-I,-�,1� __ 51 ,�, r,S T 1 r.
PROPIEF TY OF: RAi �_ T-• LW _;.ats _, r•, •�-
__—_..
-ILE: N/,r?- --- I DPLAIKiV B`l : tAL8 f1ILE REF. P11-030 EL&AWOOD SPOUT SPRINGS
fr7 7 -'k-J l;
t,C:FCX_L',I & C,LvSu_c�, �Y: IV A �, ,rr�rn >rn t-I A nr (-I A
1. <E'. T T 1 i V lT 11I V , v , , — . .
I -`) .i n , r', i_ I ) _ t X, ,�, }
; u!-/ 10 r-) Cy (.r L-0

"RAND
CT
VICINITY MAP
NOT TO SCALE
I, W. LARRY ICING, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION
(DESCRIBED IN PLAN / DEED BOOK_7B _ PAGE
THAT THE BOUNDARIES NOT
SURVEYED ARE CLEARLY INDICATED AS DRAWN
FROM INFORMATION FOUND IN PLAT / DEED
BOOK __AS ___, PAGE _ SI-IQMN_; THAT THE
RATIO OF PRECISION AS CALCULATED IS 1:101000;
THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMENDED. WITNESS, MY
ORIGINAL SIGNATURE, REGISTRATION
NUMBER AND SEAL, THIS ------ DAY OF
__ NOVEMBER __, A.D., 2011, C °AA RD
#mil .••••"•..,.h
SURVEYOR __ ____ _ _ I! R_ �.
(W. LARRY KING, P.L.S.) a ":
REGISTRATION YUMHFi,
Ct isela'�''`�'ilitw. tir. .,�!.ily' ,�j�•,''"•.,,. �"
�IP
, 74-T $w1
I, W. LARRY KING, HEREBY CERTIFY THAT THE
CHECKED ITEM(S) BELOW APPLY TO THIS MAP.
THAT THE SURVEY CREATES A SUBDIVISION
OF LAND WITHIN THE AREA OF A COUNTY OR
MUNICIPALITY THAT HAS AN ORDINANCE
THAT REGULATES PARCELS OF LAND;
B. THAT THE SURVEY IS LOCATED IN SUCH
PORTION OF A COUNTY OR MUNICIPALITY
THAT IS UNREGULATED AS TO AN ORDINANCE
THAT REGULATES PARCELS OF LAND;
C. THAT THE SURVEY IS OF AN EXISTING PARCEL
OR PARCELS OF LAND;
D. THAT THE SURVEY IS OF ANOTHER CATEGORY,
SUCH AS THE RECOMBINATION OF EXISTING
PARCELS, A COURT ORDERED SURVEY, OR
OTHER EXCEPTION TO THE DEFINITION OF ---
SUBDIVISION;
E. THAT THE INFORMATION AVAILABLE TO THE
SURVEYOR IS SUCH THAT THE SURVEYOR IS
UNABLE TO MAKE A DETERMINATION TO THE
BEST OF HIS OR HER PROFESSIONAL ABILITY
AS TO PROVISIONS CONTAINED IN (A) THROUGH
(D) ABOVE.
STATE OF NORTH CAROLINA
COUNTY OF CUMBERLAND
1, LORI SIMPSON EPLER, A NOTARY OF THE
COUNTY AND STATE, AFORESAID, CERTIFY THAT ,
--------------------- SUBJECT PROPERTY
a OWNER PERSONALLY APPEARED BEFORE ME
THIS DAY AND ACKNOWLEDGED THE EXECUTION
cn
OF THE FOREGOING INSTRUMENT. WITNESS MY
�vlrlzlmlni►11IJIaE�IL�I II.'yY\�Iti�l:�.`4 1
I THIS -_ DAY OF _--_____ __-_._____._.-, 2011,
NOTARY PUBLIC
11/14f-2014
MY COMMISSION EXPIRES
LEGEND
O DENOTES REBA� OR BREAK IN LINE
® CONTROL CORNER
EIR EXISTING IRON REBAR
SIR SET IRON REBAR
EPK EXISTING PK ` NAIL
AG ABOVE GROUND
BG BELOW GROUND
FWG FLUSH WITH ,GROUND
NOTE - IRON REBAR SET AT ALL PROPERTY
CORNERS UNLESS OTHERWISE NOTED.
N58°42'11
"W 600.49'
TIE LINE
-NOT TO SCALE
R
0.4'
�-r
���
6X TNG�24 FT.
CROSS ACCESS
EASEMENT
'.
PB 2011, PG. 530
N/F
TRI-ARC FOOD
SYSTEMS, INC.
PIN:9584-7B-9533
DB 2799, PG 213
ZONED COMMERCIAL
L"__+
C\2 !
NC 24-87 PUBUC R/W VARIES
SIGN
E EASEMENT
FOR CENTER
-- ��-"tY.LV4- -- -�♦
----_---------�
24 F`T. CROSS �
\ \j
k I I
V
LOT 1 f
I
1.25 ACRES
I
54,348 SQ. FT.
I
I
I
k
I
^ r
11 00
DRAINAGE F. F.NIENT
12.4.9— -- — -
TuiIi
0.20' AG
pp
PUBLIC UTILITY EASE ENT
ND STORM WATER 19
ACCESS EASEMENT w. )Itr ti_ ' i -' ¢ 1
� 20' DRAINAGE EASFbiEI�
z ti�
24 x-,
-- -
. CROSS
- -
CG—
—
LOT 2
1.72 ACRES
d
LO-; 3
d+
\}/
I
I
74,724 SQ. FT.
,.I.� 1 88 ACRES
F u7 BK. 2iii',
c
I F;-.
,1 ;1
I W
81,76E S0. FT.
_�
1� , :Lli t
I
_
r,}f
-� iC15R:1%J1'1vCI(]Df
PC#F
SEC 2
MAP
co`..'�
�;/]
t�14L`
STET1 e'ru.h,�{
i.,
�iF
z I�
-
� z
co
------r-'L_-----------
L7Ll
--r..�—{---�---- �.. _.� V~
- LOT 6
FUTURE T
1.19 ACRES
52,045 SQ. FT. r
it
-231.72' -
0.3' AG
NORTH CAROLINA
HARNE'17 COUNTY
THIS MAY/PLAT WAS PRESENTED FOR RECORDATION AND RECORDED
IN THIS OFFICE AS MAP NUMBER _ --
THIS DAY OF 20
AT O'CLOCK M.
KIMBERLY S. HARGROVE
REGISTER OF DEEDS
(DEPUTY) REGISTER OF DEEDS
CERTIFICATE OF OWNERSHIP AND DEDICATION
STORM WATER !',R#",A,
MAINTENANCE L'ASEMENJ'
z A
AND SANITAR (' SEWER 'i
EASEMENT
N 60'19'15 Viz_,.- 12CS-Al' i" FII'
10 FT. SEWER EASEMENT
`r'rV
I HEREBY CERTIFY "HAT THE yr.,,r;_L0!'i'�':•",' ` 1 ' :'il_ f:r i.( �. .._ �,x �'i.' i.:; : . i'I'ti:�':%?:
IIARNN'1'T COUNTY E -31? ?,_, A"\,G ''ix"
NORTH CAROLINA OEi'aRTI7r NT OF r`,.<°..1?';S
STATED :BELOW AND IS EL.'.3- ILN FOR
30 DAYS OF THE DATE. BELOW
E--911 ADRESSING
PUBLIC UTILITIES
SUBDIVISION ADMINISTRr,TOR
I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN AND DESCRIBED HEREON,
WHICH IS LOCATED IN THE SUBDIVISION JURISDICTION OF HARNETT COUNTY, NORTH CAROLINA AND
THAT I HEREBY ADOPT THIS PLAN OF SUBDMSION WITH MY FREE CONSENT AND ESTABLISH MINIMUM
BUILDING SETBACK LINES AS NOTED, I FURTHER CERTIFY THAT I HAVE NOT BEEN INVOLVED AS AN
OWNER, LEASER, OPTION HOLDER OR HAD ANY LEGAL OR EQUITABLE INTEREST IN ANY PROPERTY
ADJACENT TO OR LOCATED DIRECTLY ACROSS A STREET, EASEMENT, ROAD OR RIGHT-OF-WAY FROM
THE PROPERTY SHOWN AND DESCRIBED HEREON.
OWNER
EXECUTOR
DATE
LEGEND
BOUNDARY LINE
- ADJOINER
— - RIGHT OF WAY
E- - OVERHEAD ELECTRIC
- — -- — -- — — EASEMENT AS NOTED III
CURVE TABLE
CUR'dE , I ENG'i H I RADIUS CHRD BRG ICHRD DIIST
46 4-i 30-00 N14°03'j 9"`6' I 41 .92
J-1'.84 'I 30.00 l S75'56'41'W I 42.93
'A C i
A 4
S+'iE'NTfS", AND `rr `_,I_: 5" 7-•.^;NFi) rRY S.EO. lt::1.
GRAPHIC SCALE
r i re3 :vI r - -s
100 0 56 100 200 �.03 i l i F� *! Ised' L
------- -__, ._-- _-- FOWNSIs13': :1DER S0_' C17 ;;0 NTY: HEAPNE77
( IN FEET ) — --- --- STATE: �NNORTIP CARO!7 iN,i
1 inch = 100 ft. I Fy,,- '_wR; v CI : Ei.MWOOD HOiDIiNGS 1,LC
I RA-LPH 11177F- HOLDINGS LLC
N
CARRY KING & ASSOCIATES,
R.L.S., F.A.
P.O. BOX 53787
1333 MORGANTON ROAD, SUITE 201
14C FIRM FAYETTEVILLE, N. C. 28305
LICENSE TELEPHONE: [phone]
C-0887 FAX: [phone]
ar.T& 11/07/2011 A SURV= BY: LKA FFE:ID BOOK:
SCAI.E:1'=100' 1DRAWN ay: ia1..17/PD!i ME REF. PII-030
C'rML Elo E_ CLM,-URE W: IARW IC1ri- DRAWING Nr) $W I' I OF 2
i
0.3' AG
NORTH CAROLINA
HARNE'17 COUNTY
THIS MAY/PLAT WAS PRESENTED FOR RECORDATION AND RECORDED
IN THIS OFFICE AS MAP NUMBER _ --
THIS DAY OF 20
AT O'CLOCK M.
KIMBERLY S. HARGROVE
REGISTER OF DEEDS
(DEPUTY) REGISTER OF DEEDS
CERTIFICATE OF OWNERSHIP AND DEDICATION
STORM WATER !',R#",A,
MAINTENANCE L'ASEMENJ'
z A
AND SANITAR (' SEWER 'i
EASEMENT
N 60'19'15 Viz_,.- 12CS-Al' i" FII'
10 FT. SEWER EASEMENT
`r'rV
I HEREBY CERTIFY "HAT THE yr.,,r;_L0!'i'�':•",' ` 1 ' :'il_ f:r i.( �. .._ �,x �'i.' i.:; : . i'I'ti:�':%?:
IIARNN'1'T COUNTY E -31? ?,_, A"\,G ''ix"
NORTH CAROLINA OEi'aRTI7r NT OF r`,.<°..1?';S
STATED :BELOW AND IS EL.'.3- ILN FOR
30 DAYS OF THE DATE. BELOW
E--911 ADRESSING
PUBLIC UTILITIES
SUBDIVISION ADMINISTRr,TOR
I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN AND DESCRIBED HEREON,
WHICH IS LOCATED IN THE SUBDIVISION JURISDICTION OF HARNETT COUNTY, NORTH CAROLINA AND
THAT I HEREBY ADOPT THIS PLAN OF SUBDMSION WITH MY FREE CONSENT AND ESTABLISH MINIMUM
BUILDING SETBACK LINES AS NOTED, I FURTHER CERTIFY THAT I HAVE NOT BEEN INVOLVED AS AN
OWNER, LEASER, OPTION HOLDER OR HAD ANY LEGAL OR EQUITABLE INTEREST IN ANY PROPERTY
ADJACENT TO OR LOCATED DIRECTLY ACROSS A STREET, EASEMENT, ROAD OR RIGHT-OF-WAY FROM
THE PROPERTY SHOWN AND DESCRIBED HEREON.
OWNER
EXECUTOR
DATE
LEGEND
BOUNDARY LINE
- ADJOINER
— - RIGHT OF WAY
E- - OVERHEAD ELECTRIC
- — -- — -- — — EASEMENT AS NOTED III
CURVE TABLE
CUR'dE , I ENG'i H I RADIUS CHRD BRG ICHRD DIIST
46 4-i 30-00 N14°03'j 9"`6' I 41 .92
J-1'.84 'I 30.00 l S75'56'41'W I 42.93
'A C i
A 4
S+'iE'NTfS", AND `rr `_,I_: 5" 7-•.^;NFi) rRY S.EO. lt::1.
GRAPHIC SCALE
r i re3 :vI r - -s
100 0 56 100 200 �.03 i l i F� *! Ised' L
------- -__, ._-- _-- FOWNSIs13': :1DER S0_' C17 ;;0 NTY: HEAPNE77
( IN FEET ) — --- --- STATE: �NNORTIP CARO!7 iN,i
1 inch = 100 ft. I Fy,,- '_wR; v CI : Ei.MWOOD HOiDIiNGS 1,LC
I RA-LPH 11177F- HOLDINGS LLC
N
CARRY KING & ASSOCIATES,
R.L.S., F.A.
P.O. BOX 53787
1333 MORGANTON ROAD, SUITE 201
14C FIRM FAYETTEVILLE, N. C. 28305
LICENSE TELEPHONE: [phone]
C-0887 FAX: [phone]
ar.T& 11/07/2011 A SURV= BY: LKA FFE:ID BOOK:
SCAI.E:1'=100' 1DRAWN ay: ia1..17/PD!i ME REF. PII-030
C'rML Elo E_ CLM,-URE W: IARW IC1ri- DRAWING Nr) $W I' I OF 2
i
30 DAYS OF THE DATE. BELOW
E--911 ADRESSING
PUBLIC UTILITIES
SUBDIVISION ADMINISTRr,TOR
I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN AND DESCRIBED HEREON,
WHICH IS LOCATED IN THE SUBDIVISION JURISDICTION OF HARNETT COUNTY, NORTH CAROLINA AND
THAT I HEREBY ADOPT THIS PLAN OF SUBDMSION WITH MY FREE CONSENT AND ESTABLISH MINIMUM
BUILDING SETBACK LINES AS NOTED, I FURTHER CERTIFY THAT I HAVE NOT BEEN INVOLVED AS AN
OWNER, LEASER, OPTION HOLDER OR HAD ANY LEGAL OR EQUITABLE INTEREST IN ANY PROPERTY
ADJACENT TO OR LOCATED DIRECTLY ACROSS A STREET, EASEMENT, ROAD OR RIGHT-OF-WAY FROM
THE PROPERTY SHOWN AND DESCRIBED HEREON.
OWNER
EXECUTOR
DATE
LEGEND
BOUNDARY LINE
- ADJOINER
— - RIGHT OF WAY
E- - OVERHEAD ELECTRIC
- — -- — -- — — EASEMENT AS NOTED III
CURVE TABLE
CUR'dE , I ENG'i H I RADIUS CHRD BRG ICHRD DIIST
46 4-i 30-00 N14°03'j 9"`6' I 41 .92
J-1'.84 'I 30.00 l S75'56'41'W I 42.93
'A C i
A 4
S+'iE'NTfS", AND `rr `_,I_: 5" 7-•.^;NFi) rRY S.EO. lt::1.
GRAPHIC SCALE
r i re3 :vI r - -s
100 0 56 100 200 �.03 i l i F� *! Ised' L
------- -__, ._-- _-- FOWNSIs13': :1DER S0_' C17 ;;0 NTY: HEAPNE77
( IN FEET ) — --- --- STATE: �NNORTIP CARO!7 iN,i
1 inch = 100 ft. I Fy,,- '_wR; v CI : Ei.MWOOD HOiDIiNGS 1,LC
I RA-LPH 11177F- HOLDINGS LLC
N
CARRY KING & ASSOCIATES,
R.L.S., F.A.
P.O. BOX 53787
1333 MORGANTON ROAD, SUITE 201
14C FIRM FAYETTEVILLE, N. C. 28305
LICENSE TELEPHONE: [phone]
C-0887 FAX: [phone]
ar.T& 11/07/2011 A SURV= BY: LKA FFE:ID BOOK:
SCAI.E:1'=100' 1DRAWN ay: ia1..17/PD!i ME REF. PII-030
C'rML Elo E_ CLM,-URE W: IARW IC1ri- DRAWING Nr) $W I' I OF 2
i

1
I
W-411 E �-
Q I
I
S
4-
ev I !
Nc ? I
48 I I
VICINITY MAP
NOT TO SCALE
w
------- _----------EX. BOC
EX. BOC
" -- I- c5 PPi ,,,
1 --
r E
a
r~�- =-=- -� I 10 S AG
"Sc------__ --
LADdOINLNG PROPU
EXISITNG '1'.
ACCESS EASEMENT
PI3 2011, PG. 530 LOT 1
1.25 ACRE
W 4 4 SPACES
E-
j CO
CO
max
' O
d'0)O t ' 1`a- • C0
Cd
D 0) I ' cn
(� LnE-Q
MCQW I W
2WO I '`U�
U
I ZE�Z� QN ! m _ C�
Lt .7t_NU
EXISTING PROPOSED
DENOTES REBAR OR BREAK IN LINE (D
CONCRETE MONUMENT ❑
WATER METER I9
GATE VALVE D4 N
WATER LINE -EX, w- --w-
FIRE HYDRANT
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUT •
SANITARY SEWER LINE -s-
STORM DRAINAGE LINE s�
CATCH BASIN fib
DROP INLET/JUNCTION BOX ❑
STORM DRAIN MANHOLE D 0
UI
_
3,100
F
FIFE 358
NOTE - ALL PROPERTY CORNERS
I
z
w o_
I� Ln
- - -
DISTINGUISHED BY REBAR
NOTED.
�z
I� Q
FIJTURI
j UNLESS OTHERWISE
PROPOSED
�I
,
w -I
10 COVEREO
L'-�-�
IX5005i
DOG RUNS
4' X 6'
-____
---
L
EACH
-
-
-
m
srrE NOTES:
w•TZRMM
a
1}
ZONING COMMERCIAL (HWY 87 CORRIDOR OVERLAY DISTRICT)
Ca Fear River Water Basin
Cape
2)
SETBACKS : FRONT - 50'
SIDE - O'(IF ADJ. PROPERTY IS COMMERCIAL)
25'(IF ADJ. PROPERTY IS RESIDENTIAL)
)MOOD ZONZ
r
REAR - 25'
«
3)
TAX PIN : 9584-88-6178
This Site is located within an area having a Zone Designation X_ as
rn
4)
PARCEL ID: 019594 0036
shown on Flood Insurance Rate Map No._7109684Q01 -. with a date
a
I 5)
8)
DEED REFERENCE DB. 705, PG.100
LAND ACERAGE - 12.14 ACRES (528,905 SQ. FT.)
of identification of October go, 2006 for Communtiy Number
370998 tt ounty, State of North Cgrolina . which is
in
11,88 ACRES (LESS 27' R/R)
the Fl000rdn Insurance Rate Map for the
communityin which
PROPOSED_1 6 LOTS
said property is situated.
9
SMALLEST 1.19 AC (51,344 SF)
'aI
7)
PROPOSEDHATER AND SEVER BY HARNEIT COUNTY
µi
I 8) ALL DISTANCES ARE HORIZONTAL
G
9) AREA COMPUTED BY COORDINATES
8
16) NO NCGS MONUMENT FOUND lIl'T'HIN
2000' OF SUBJECT PROPERTY.
I
HWY (1400 BLOCK)
11) SITE ADDRESS: NC 8
A7/O4MER
12) DEVEIAPER(S): ILUMM
Run NM RMX0. LLC
Z2919
Breezewood Avenue Suite 400
O
Fayetteville, INC 28303 '
U
r'7
0
z
it
o
3
a
�
I
a
0
0
in
0
8
LU
O
M ,;4
o�
SIGN
-P A 0TTIA A'171ATm
� I I
I I I l
1 I I I I
1 I I I 1
I I I I I
I I I i I
I i I i I
I I I I 1
I I I I
I I I 1
I I I I
\ ! I 1 I
1 I !
�-__-_--_---------_-__----L__-___-_--}-_------
NC 24-87 PUBLIC R/W VARIES
EDGE OF PAVEMENT
pAIWNC* EPA= FMD/TR0VMW N20 FT. SEWER EASEMENT
1i�1Lgt.1R (1 F-ACI I = 4 I NWD)
LOT 1 90 SEATS/4 = 23 REQ'D
42 spaces provided
UM (1 NPACM M i4lR> 900 ft IR ROD)
LOT 2 5685/200 = 29 REQ'D
48 spaces provided
8 MTAIL lLR� (1 8PAICS PU >e►W 800 BQ. 7T. 1111111110)
LOT 3 10100/300 = 34 REQ'D
52 spaces provided
OM Cf10IlG AT IADRT90M
U MAL 6'rllflse (1 8PACE I = ~Soo A4 FT. 190)
LOT 4 22400/300 = '?'5 REQ'D
85 spaces provided
Pf00fW 1 KUM I1=111111 FAM1I W (I Plot M aR 1 Ply SW ft 7T. 1LOO)
LOT 5 12248/300 = 41 REQ'D
40 BEDS X 2 = BO REQ'D
98 spaces provided
TOTAL % WERVIOUS
1
1.25 AC
0.99 ACRES
82.6%
2
1.72 AC
0. 159 ACRES
54.9%
3
1.88 AC
1.10 ACRES
62.0%
4
2.94 AC
2.17 ACRES
78.2%
5A
0.96 AC
0.72 ACRES
77.7%
5B
1,06 AC
0.76 ACRES
75.6%
5C
1.03 AC
0.74 ACRES
76.2%
6
1.19 AC
0.68 ACRES
60.4%
N/F
JAMES AND JOYCE P. LUCAS
PIN:9584-87-2861
DB 811, PG 134
ZONED RA-30
OWNER CATE
I HIFiEBY FORMALLY CONSENT TO THE PROPOSED
DEVELOPMENT SHOWN ON THIS SITE PLAN AND ALL
REGULATIONS AND REQUOtEMENTB OF THE }lARNETT
COUNTY ORDINANCES,
DATE OWNER/AGENT SIGNATURE
EDGE OF PAVEMENT
_j -_- _ - - - - - -
N60017'33"W 1206.41'
GENERAL NOTES:
1) SITE SLGNAGE SHALL HE PERMITTED UNDER SEPARATE APPLICATION AND
THEREFORE NOT SHOWN ON THIS PLAN.
2) ALL TRAFFIC AND HANDICAP PARKING SIGNS SHALL CONFORM TO MUTCD
AND ADA STANDARDS.
3) SITE SIGN AGE AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH
THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MU'TCD) AS
APPLICABLE.
4) ALL STATE ENVIRONMENTAL CODES RELATING TO SPILLAGE AND POLLUTION
PREVENTION AND RESPONSE METHODS WILL BE FOLLOWED BY APPLICANTS.
5) NO HAZARDOUS MATERIALS WELL BE STORED ON SITES
SHOWN HEREON,
6) NO STREET LIGHTS EXIST ALONG HIGHWAY FRONTAGE.
7) A SITE LIGHTING Plata WILL BE SUBMITTED AT A LATER DATE.
8) HOURS AND DAYS OF OPERATION VARY
9) DRIVEWAY PERMITS PENDING
10) ALL BUILDING PLANS MUST MEET HARNEIT COUNTY FACADE
REQUIREMENTS. FRONT FACADES AND EXTERIOR WALLS VISIBLE FROM THE
PUBLIC RIGHTS OF WAY SHALL BE COMPLIANT WITH HWY 87
ARCHITECTURAL STANDARDS.
il) FUTURE LOT MUST MEET HARNETT COUNTY REGULATIONS.
12) THIS DEVELOPMENT IS WITHIN THE FIVE MILE MILITARY CORRIDOR OVERLAY
ZONE, AND MAY BE SUBJECT TO MILITARY TRAINING ACTIVITIES.
13) "NC HWY 67 IS ON THE HARNEIT COUNTY COMPREHENSIVE
TRANSPORTATION PLAN"
14) MAINTENANCE OF THE PARKING AREAS, DRIVE AISLES, AND ALL LANDSCAPE
BUFFERING WILL BE THE RESPONSIBILITY OF THE HOMEOWNER'S
ASSOCIATION.
15) ALL MECHANICAL AREAS LOCATED ON, BESIDE, OR ADJACENT TO ANY
BUILDING OR DEVELOPMENTS SHAH. BE SCREENED FROM THE VIEWS OF
STREETS AND ADJACENT PROPERTY.
16) ALL K TERIOR LIGHTING, POLES, FIXTURES AND DESIGN SHAH. BE IN
ACCORDANCE WITH ARTICLE VII, SECT 7.0, PAGE 163 OF THE UDO, FOR
EXTERIOR LIGHTING STANDARDS.
17) ALL DUMPSTERS SHALL BE SCREEM WITH GATES.
INDEX
1
ISITE LAYOUT
C01
ITY Za70uT- - - - - - --
- c02
UTILITY NOTES
CO2A
STORM LAYOUT -PROFILE
CO3
EROSION CONTROL AND SEDIMENTATION
C04
PROFILE SHEET--8" SANITARY SEWER
C05
PROFILE SHEET- 8" WATER LINE
C06
PROFILE SHEET- 4" FORCE MAIN
C07
DETAIL SHEET -DRAINAGE
C0B
DETAIL SHEET -UTILITIES
C09
DETAIL SHEET- UTILITIES- MISC
C10
DETAIL SHEET-LIFTSTATION
C11
DETAIL SHEET-LIFTSTATION
C12
DETAIL SHEET -EROSION
C13
DETAIL SHEET -EROSION
C14
DETAIL SHEET -EROSION
C15
TYPE A BUFFER
1. Minimum width of 15 feet (applies to side and rear property
lines).
2. Option 1
A row of evergreen shrubs placed not more than four (4) to
six (6) feet apart which will grow to form a continuous hedge
of at least six (6) feet in height within two (2) years of
planting, or
3. Option 2
A masonry wall located within the required buffer area; such
wall shall be a minimum height of six (8) feet (above finished
grade) and, if a block wall, it shall be painted on all sides; or
an opaque fence six (8) feet in height; or
4. Option 3
A berm meeting the requirements of this L andncape Section.
-EXISTING DITCH
II \\
l
\
I
'
I
\
\\
II
iA�
\
�I
\
wl
z I
\\
4
�I
�I
W
zlll
`16 )
44 II
BRANDYWOOD SEC 2
PC#F MAP 338C
E- I
z
wli
III
w �
3
� I i
X �
r4
I
of 4
z1 ,
W ! t15
a I
QI I
E- I
w
I I �
1) SIGN(S)
a) APPROXIMATE LOCATION AS SHOWN.
b) OWNER(S) OR AGENT(S) SHAD, APPLY FOR SIGN PERMIT
C) SIGN PERMIT APPLICATION MUST BE APPROVED BY THE HARNEIT COUNTY
PLANNING DEPARTMENT PRIOR TO INSTALLATION.
3) PARKING AND PERIMItTER BUFFER TYPES A AND C. AND LANDSCAPING MUST
CONFORM TO ARTICLE VA, SECTION 9.0 OF THE HARNEIT COUNTY UDO.
1. Minimum width of 10 feet (applies to area between
right of way and building front)
2. Five (5) low growing shrubs for every required large
maturing tree.
REVISIONS SITE PLAN
01/10i2013 NORTHGATE
NC 24-87, HARNEIT COUNTY, NC
GRAPHIC SCALE
50 0 25 50 100 200 TOWNSHIP: ANDERSON CREEK COUNTY:
HARNEIT
IN FEET STATE: NORTH CAROLINA
1 inch = 50 ft.
PROPERTY OF: RALPH HUFF HOLDINGS LLC
'�Is�FtT�riw+I ue,pprr,;.;;te.. ::-r,ip Iit)CUfTleiilk
i-onstructi0n tr7 �Cr:_;:'C ,.r, _° 'r,iYil @S t7CURlLfti5 K
rOquit8d by ille sto,
,ales require that th, rm;.a:., •^ys;e;.� decigaier
r....,- -- �� �; 4;ImPhance with the
r srr"+Water rules 4 n ckk 2�1 1(408 j?)
NicS+, r. of i4frE r t Er cittr:
•ham t ..- - L. � f - '�`'`s1^T?:xrP
i
ENGINEERING - SURVEYING - DESIGNING - DRAFTING
ILJ Larry King & Associates, R.L.S., P.A.
P.O. Box 53787 NC Firm
1333 Morganton Road, Suite 201 License
Fayetteville, North Carolina 28305 C-0887
P. [phone] F. [phone]
www.LKandA.com
DATE: 02/07/2012 suRvEYED BY: LKA FIELD BOOK: N/A
sc&E: 1" = 50' DRAWN BY: MB FILE REF, P\P11-030\CONSTRUCTION
CHECKED do CLOSURE BY: N/A DRAWING NO. C01 Of C15

8
I, W. LARRY KING, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION
(DESCRIBED IN P6kT--/ DEED B00K_705 _ PAGE
THAT THE BOUNDARIES NOT
SURVEYED ARE CLEARLY INDICATED AS DRAWN
FROM INFORMATION FOUND IN PLAT / DEED
BOOK A�_PAGE _ S5IQW_N ; THAT THE
RATIO OF PRECISION AS CALCULATED IS 1:10,000;
THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S, 47-30 AS AMENDED. WITNESS, MY
ORIGINAL SIGNATURE, REGISTRATION
NUMBER AN EAL, THIS 1@T1i__DAY OF
--NQ1 A.D., 2012. EIP
i FWC
lop oO777.&�
SURVEYOR 1. , ' tzr!�,�
(W. LARRY KING, P.L.S.)
REGISTRATION NUMBER L-1339
1"'11 111ti��i
1, W. LARRY KING, HEREBY CERTIFY THAT THE
CHECKED ITEM(S) BELOW APPLY TO THIS MAP.
OTHAT THE SURVEY CREATES A SUBDIVISION
OF LAND WITHIN THE AREA OF A COUNTY OR
MUNICIPALITY THAT HAS AN ORDINANCE
THAT REGULATES PARCELS OF LAND;
B. THAT THE SURVEY IS LOCATED IN SUCH
PORTION OF A COUNTY OR MUNICIPALITY
THAT IS UNREGULATED AS TO AN ORDINANCE
THAT REGULATES PARCELS OF LAND:
C. THAT THE SURVEY IS OF AN EXISTING PARCEL
OR PARCELS OF LAND;
D. THAT THE SURVEY IS OF ANOTHER CATEGORY,
SUCH AS THE RECOMBINATION OF EXISTING
PARCELS, A COURT ORDERED SURVEY, OR
OTHER EXCEPTION TO THE DEFINITION OF
SUBDIVISION;
E. THAT THE INFORMATION AVAILABLE TO THE
SURVEYOR IS SUCH THAT THE SURVEYOR IS
UNABLE TO MAKE A DETERMINATION TO THE
BEST OF HIS OR HER PROFESSIONAL ABILITY
AS TO PROVISIONS CONTAINED IN (A) THROUGH
(D) ABOVE.
LEGEND
BOUNDARY LINE
ADJOINER
- - RIGHT OF WAY
E ­� OVERHEAD ELECTRIC
- - - - - - - - EASEMENT AS NOTED
LEGEND
Q DENOTES REBAR OR BREAK IN LINE
® CONTROL CORNER
EIR EXISTING IRON REBAR
SIR SET IRON REBAR
EPK EXISTING PK NAIL
AG ABOVE GROUND
BG BELOW GROUND
FWG FLUSH WITH GROUND
PROPOSED FIRE HYDRANT
EXISITNG FIRE HYDRANT
PP POWER POLE
NOTE -- IRON REBAR SET AT ALL PROPERTY
CORNERS UNLESS OTHERWISE NOTED.
PUBLIC UTILITY EASEMENT DETAIL {LOT 2)
0.04 acres 1,877 sq. ft.
(NOT TO SCAI.F)
a N58°22'32"II'
\ L1 15` 16 TIE
v� LOT 2
P.B. 2012, PG. 150
V
i
N58°42'11"W 600.49'
TIE LINE -NOT TO SCALE
EIR
0. 4' A
N/F
TRI--ARC
FOOD
SYSTEMS,
INC.
PIN,9584-78-9533
DB 2799,
PG 213
ZONED COMMERCIAL
EIP
0.3' AG
PUBLIC UTILITY EASEMENT
(LOT 4)
(NOT TO '32"W
L11 34.98 TIE
+a� �j
d LOT 5
A LOT 4 s la P.B. 2012, PG. 150
V PLAT BK. 2011, PAGE 641 a
O
r_4
.--I
Ems-,,
NC 24-87 PUBLIC R/W VARIES
IM EPK
�A21$
LOT 1
o
PLAT BOOK 2012,
d
PAGE 150
RALPH HUFF
w HOLDINGS LLC
U
ELMWOOD
HOLDINGS LLC
F LOT 6
PLAT BOOK 2012,
PAGE 150
THE UNDERSIGNED HEREBY ACKNOWLEDGE THAT
THE LAND SHOWN ON THIS PLAT IS WITHIN THE
SUBDIVISION REGULATION JURISDICTION OF
HARNETT COUNTY AND THAT THIS PLAT
IIS OUR FREE ACT AND DEED. I DO HEREBY
F ALL RIGHTS-
01 A'. 0140 A69EMESTEAS0�iiM Ok THa JA
SEE PUBLIC UTILITY
EASEMENT
DETAIL (LOT 2) ABOVE
20' PUBLIC UTILITIES AND
T/ NCDOT AND DRAINAGE EA$
SPOUT SPRINGS
LOT 2 HOLDINGS LLC
PLAT BOOK 2012, LOT 3
PAGE 150 PLAT BOOK 2012,
RAI-PH HUFF PAGE 150
HOLDINGS LLC PUBLIC UTILITY
L19 EASEMENT
i23 L27
ao o Cu t0 m
-_- 7 5L21�L
5
, - 40c C41
EXISTING 20 FT. SEWER
EASEMENT (PB 2012, PG 150)
THE UNDERSIGNED HEREBY ACKNOWL®GE THAT
THE LAND SHOWN ON 'PHIS PLAT IS WITHIN THE
SUBDIVISION REGULATION JURISDICTION OF
HARNETT COUNTY AND THAT THIS PLAT
*-OW FIDE ACT AND DEED, I DO HEREBY
SEE PUBLIC UTILITY
EASEMENT
DETAIL (LOT 4) ABOVE
LOT 4
PLAT BK. 2011, PAGE 641
CURVE TABLE
CURVE
LENGTH
RADIUS
CHRD BRG
CHRD DIST
C1
46.41
30.00
N14'03'18"W
41.92
T
4
30.00
S75°56'41 "W
42.93
o
i1 RRov. 0
Cswnty, , M the I>E i0 br plat to "ick
t all ary,us for nwouns `
JA
Ali d"60
EIR
0.20' AG
100.00, 110.00' 109.90'
24
LOT 5A
0.9826 ACRES
CO 42,635 SQ. FT.
L38
1,31 L35 L39 ! 3
C,
N L33 L37 � - -L45- - v
o ET MiWOOD
' HOLDINGS LLC
.41
296.92'
JEAIMENT
5' TYPE D
LANDSCAPE
UFFER
L[C UTILITY
�--
co LOT 5B LOT 5C
1.06 ACRES 1.03 ACRES
146,512 SQ. FT. 145,055 SQ. FT.
20' PUBLIC
UTILITY
EASEMENT~
20 FT. IN SS,
EGRESS U LITY
EASEMENT OR PUMP
STATION L
PALPH HUFF ..
iOLDINGS
RALPH HUFF
RALPH HUFF HOLDINGS LLC
IOLDINGS LLC
PUBLIC
UTILITY
9 � ASEMU
3
N31037'28'
70.13' TIE
N/F
JAMES AND JOYCE P. LUCAS
PIN:9584-67-2861
DB 811, PG 134
ZONED RA-30
100.06' 1 110.06' 1 56.90,
EXISITNG '
PUMP STATION LOT
(0.08 AC 3,600 SQ. FT.)
TO BE CONVEYED TO
HARNETT COUNTY
D FOR PUBLIC USE OF ALL RIGHTS -
OF AND AS 0 ON THIS YAP,
RALPH HU HOLDINGS LLC ri simp.1�#n Apl�r
STATE OF NORTH CAROLINA :: m r; R o a t ySPO s GS HOLBWG I HEREBY CERTIFY THAT THE DEVELOPMENT HEREON HAS BEEN
COUNTY OF CUMBERiAND
,' GRANTED PRELIMINARY APPROVAL BY THE HARNETT COUNTY
I, ' 1 r- -t- A NOiItR�`#� TxE =_ - OF 0� DEVELOPMENT REVIEW BOARD PURSUANT TO THE REGULATIONS SET
wCQU D RESAID, CERTIFY THAT , I, S A NOTARY OF THE FORTH BY E-911 ADDRESSING, ENVIRONMENTAL HEALTH, FIRE
1 SUBJECT PROPERTY
OWNER ERSONALLED BEFORE ME CO 0 CERTIFY THAT , FOR REGISTRATION MARSHAL, PLANNING, AND PUBLIC UTILITIES OF HARNETT COUNTY,
SUBJECT PROPERTY N.C., SUBJECT TO RECORDATION IN THE HARNETT COUNTY OFFICE
THIS DAY AND ACKNOWLEDGED THE EXECUTION Kimberly S. Hargrove
OF THE FOREGOING INSTRUMENT. WITNESS MY 0 ONALLY APPEARED BEFORE WE REGISTER OF DEEDS
HAND AND OFFICIAL STAMP ORS THIS DAY AND ACKNOWLEDGED THE EXECUTION Harnett County NC OF RE ISTER 0 DEEDS WITHIN THIRTY DAYS OF THE DATE BELOW.
OF THE FOREGOING INSTRUMENT. WITNESS MY 2012 DEC 18 04:45:11 PM
THIS l!"4 DAY OF _ ] - �_, 2012. gK : 2012 PG :595-595
. ! HAND D OFFICIAL ST R S .
t THIS DAY OF _ �Q12 FEE: $21.00 '
V"v_ -_._ 0 ---� INSTRUMENT # 2012020587-���---------_ _ - _------ '- -
NOT�A - P� Jill
-- DEVELOPMENT REVIEW BOARD CHAIRMAN ---- D
,r TUESTER
11'1' •� !'� Lori ,.Srr„ r,� �plerTO.
MY C0MMISSI0N EXPIRES (� n �` - -� SITE NOTES:
COMMISSION EXPIRES 1) PROPERTY IS WITHIN THE HIGHWAY CORRIDOR OVERLAY DISTRICT
THE UNDERSIGNED HEREBY ACKN0WLEDGE MY' 2) PROPERTY IS WITHIN THE MILITARY CORRIDOR OVERLAY DISTRICT
THE LAND SHOWN ON THIS PLAT IS WITHIN THE NORTH CAROLINA
SUBDIVISION REGULATION JURISDICTION OF 2012020587 3) NC 24-87 IS ON THE NCDOT THOROUGHFARE PLAN
HARNET UNTY AND THAT THIS PLAT HARNM COUNTY 4) LAND USE (COMPACT MIXED USE)
i5 UR DEED. DO HEREBY 5) GROSS AREA OF DEVELOPMENT - 3.15 AC (528,905 SQ. FT.)
D i F C US �oF: XIG - THIS MAP/PLAT WAS PRESENTED F REC0RDAT;aN�, AND RECORDED 6) SETBACKS: FRONT 50 F T., REAR 25 FT., SIDE --NONE IF ADJACENT
0 WA �S A�4 OWN I IN THIS AS MAP UMBER =�"i ZONED COMMERCIAL, 20 FT. IF ZONED RESIDENTIAL
THI DAY OF 20,E 7) PIN FOR SUBJECT PARCEL 9584-•87-9961.000
ELMWOOD HOLDING LLC 1 AT O'CLOCKM. 8) DEED REFERENCE FOR SUBJECT PARCEL - HOOK 2927, PAGE 406.
STATE OF NORTH CAROLINA KIMBE ILOGR0VE
COUNTY OF CUMBERLAND REGISTER DEEDS
I, LaeA vmPw)4_F0°_A NOTARY OF THE Y L�,l? L�` � REVISIONS NORTHGATE
C U A$ 0 SAID, CERTIFY THAT B I
zr� SUBJECT PROPERTY , ��) RE ISTER OF DEEDS 7� SUBDIVISION FOR LOTS 5A,
OWNER PE ONALLY PEAKED BEFORE ME , - AND 5C AND REVISION OF
THIS DAY AND ACKNOWLEDGED THE EXECUTION 1,fri 15'inp t)n .Vplei GRAPHIC SCALE
OF THE FOREGOING INSTRUMENT. WITNESS MY ',; EASEMENTS LOTS 1, 2, 3, 5,
HAND OFFICIAL 3T ORS �ti
THIS i�- BAY OF �__-, 2018, nmargoo r o sa too zoo 400
_ -- TOWNSHIP:ANDERSON CREEK COUNTY:HARNETT
NOT Y P STATE: NORTH CAROLINA
Vt - E�-- (�- ( IN FEET )
MY COMMISSION EXPIRES 1 inch = 100 ft.PROPERTY OF: ELMW0OD HOLDINGS LLC &
RALPH HUFF HOLDINGS LLC
5580 22' 32"E
33.07
EXIS'PING DIT,� -
IR`FIItG-� ---�
z
W 1
w
w 1
1� 1
�z m
PA z W li61
=" a 0 BRANDYWOO SEC €
LonPC�[�' MAP SC
cow z
x Ci., a
W U
L)
i x r\5i
�o
� � I
ca
z
w l:
1" EIP
FWG
LINE TABLE
LINE BEARING LENGTH
Ll
S58.22'32"E
20.01
L2
S30'16'00"W
48.70
L3
S75-16'00"W
54.07
L4
N30°16'00"E
28.28
L5
N75°16'00"E
25.79
LB
N3 ' 6'00"E
19.46
L7
N58'22'32"W
18,24
LB
N30.16,00"E
10.00
L9
S 8'22'32"E
18.24
L10
N30'16'00"E
11.43
L11
558.22'32"E
20.01
L12
S29'35'17"W
35.74
L13
S 5'24' 3"E
3..86
L14
S31°31'02"W
27,38
L15
S15924'43"E
30.64
L16
N29'35'17"E
44.74
L17
N58'22'32"W
135.11'
L18
531034'10"W
9.64'
L19
S6 001,0911E
11, 77'
L20
N29'58'51"E
9.98'
L21
N58'22'32"W
58.47'
L22
S31653'25"W
8.58'
L23
N57°55'07"W
12.09'
L24
N31044'49"E
8.49'
L25
N58022'32"W
18,99'
L26
S31'37'28"W
7.62'
L27
N59'10'36"W
10.26'
L28
N31'37'28"E
7.77'
L29
N58'22'32"W
73.49'
L30
S35'14'39"W
31,40'
L31
N '45'21"W
10.00'
L32
S35'14'39"W
34.40'
L33
N52'2l'45 W
23.49'
L34
S31°53'25"W
37.09'
L35
No8'06'35"M►W
15.00,
L36
N31'53'25"E
38.60'
L37
N52021'45"W
9.67'
L38
538033'51"W
40.32'
L39
N51626'09"W
10.00'
L40
S38'33'51"W
40.16'
L41
N52.21'45W
10.11'
L42
S29'2228"W
41.57'
L43
560037'32"E
10.00'
144
S 9'22'28"W
40.25'
L45
S58022'43"E
131,20'
146
S76037'28"W
18.96'
147
N53033'43"W
12.95'
L48
N36'26'17"E
10.00'
L49
S53033'43"E
13.79'
PUMP STATION
LOT DETAIL
(NOT TO SCALE)
VV.VV
o PUMP
oo STATION
m LOT
V) 60.00'
N60'17'33'
1)
Cq
V3 N60'17'33"W
J5.48' TIE
DEVELOPER:
ELMWOOD HOLDINGS, LLC
RALPH HUFF HOLDINGS, LLC
SPOUT SPRINGS HOLDINGS LLC
2919 BREEZEWOOD AVENUE, STE 400
FAYETTEVILLE, NC 28303
910-486-4864

8
PUBLIC UTILITY EASEMENT DETAIL (LOT 2)
0,04 acres 1,877 sq. ft.
(NOT TO SCALE)
0
N58°22'32' W
Li \15.16' TIE
I�
r LOT 2
P.B. 2012, PG. 150
V
I, W. LARRY KING, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION
(DESCRIBED IN PLAT/ DEED BOOK_705 - PAGE
100 --); THAT THE BOUNDARIES NOT
SURVEYED ARE CLEARLY INDICATED AS DRAWN
FROM INFORMATION FOUND IN PLAT / DEED
BOOK ��__ _, PAGE _ SiOWN THAT THE
RATIO OF PRECISION AS CALCULATED IS 1:10,000;
THAT THIS PLAT WAS PREPARED IN ACCORDANCE N58°42'11 "W 600.49'
WITH G.S. 47-30 AS AMENDED. WITNESS, MY TIE LINE -NOT TO SCALE P
ORIGINAL SIGNATURE, REGISTRATION
NUMBER AN EAL, THIS 1OTH-_.DAY OF FIR
l�Q _> A.D., 2012. EIP 0.4' A
FWG
yi `Jj
SURVEYOR------°o's,.
(W. LARRY KING, P.L.S.) y
REGISTRATION NUMBER L-1339
rr�rrr�trttttts
I, W. LARRY KING, HEREBY CERTIFY THAT THE
CHECKED ITEM(S) BELOW APPLY TO THIS MAP.
AO THAT THE SURVEY CREATES A SUBDIVISION
OF LAND WITHIN THE AREA OF A COUNTY OR
MUNICIPALITY THAT HAS AN ORDINANCE
THAT REGULATES PARCELS OF LAND;
B. THAT THE SURVEY IS LOCATED IN SUCH
PORTION OF A COUNTY OR MUNICIPALITY
THAT IS UNREGULATED AS TO AN ORDINANCE
THAT REGULATES PARCELS OF LAND;
C. THAT THE SURVEY IS OF AN EXISTING PARCEL
OR PARCELS OF LAND;
D. THAT THE SURVEY IS OF ANOTHER CATEGORY,
SUCH AS THE RECOMBINATION OF EXISTING
PARCELS, A COURT ORDERED SURVEY, OR
OTHER EXCEPTION TO THE DEFINITION OF
SUBDIVISION;
E. THAT THE INFORMATION AVAILABLE TO THE
SURVEYOR IS SUCH THAT THE SURVEYOR IS
UNABLE TO MAKE A DETERMINATION TO THE
BEST OF HIS OR HER PROFESSIONAL ABILITY
AS TO PROVISIONS CONTAINED IN (A) THROUGH
(D) ABOVE.
LEGEND
BOUNDARY LINE
ADJOINER
- RIGHT OF WAY
-E OVERHEAD ELECTRIC
- - - - - - - EASEMENT AS NOTEDIi
LEGEND
0 DENOTES REBAR OR BREAK IN LINE
® CONTROL CORNER
EIR EXISTING IRON REBAR
SIR SET IRON REBAR
EPK EXISTING PK NAIL
AG ABOVE GROUND
BG BELOW GROUND
FWG FLUSH WITH GROUND
,41
PROPOSED FIRE HYDRANT
EXISITNG FIRE HYDRANT
PP POWER POLE
NOTE - IRON REBAR SET AT ALL PROPERTY
CORNERS UNLESS OTHERWISE NOTED.
N/F
TRI-ARC
FOOD
SYSTEMS,
INC.
PIN:9584-78-9533
DB 2799,
PG 213
ZONED COMMERCIAL
EIP
0.3' AG
,1
�10
�i
114
NC 24-87 PUBLIC R/W VARIES
EPK
a
LOT 1
PLAT BOOK 2012,
PAGE 150
RALPH HUFF
HOLDINGS LLC
ELMWOOD
HOLDINGS LLC
LOT 6
PLAT BOOK 2012,
f j PAGE 150
i
1
PUBLIC UTILITY EASEMENT
(LOT 4)
(NOT TOI1@9, 2LO2"9
m�I
wI�
LOT 4 �\ i
PLAT BK. 2011, PAGE 641 `s V
SEE PUBLIC UTILITY
EASEMENT
DETAIL (LOT 2') ABOVE
20' PUBLIC UTILITIES AND
NCDOT AND DRAINAGE EA.
SPOUT SPRINGS
LOT 2 : `OLDINGS LLC
PLAT BOOK 2012, LOT 3
PAGE 150 PLAT BOOK 2012,
RALPH HUFF PAGE 150
HOLDINGS LLC PUBLIC UTILITY
L19 EASEMENT
L23 L27
}IN /L21.as
L
L25
I Ioa a 4 1
LOT 5
P.B. 2012, PG. 150
SEE PUBLIC UTILITY
EASEMENT
DETAIL (LOT 4) ABOVE
- 2$5.50' - -�
LOT 4
PLAT BK. 2011, PAc;E 641
L3a
L31 L35 L39 L43
a
I33
o ELMWOOD
�' `CI HOLDINGS LLC
296.92'
CURVE TABLE
CURVE
LENGTH
RADIUS
CHRD BRG
CHRD DIST
C1
46.41
30.00
NI4'O3'18"W
41.92
*, n
� 4
30.00
575°5B'41'"W
42.93
y
County, J £ at Eire M4pi'br plat to irrltic� tW
t M r r r fat � ccn�tias.
►A
.. »._ ...__.. �.......w�. .� ..W4
, .x� """
EIR
0.20' AG
100.000 110.00, 109.90,
15' TYPE D
LANDSCAPE
24 P LIC UTILITY EA BUFFER
MENT
� m
� h
LOT 5A LOT 5B LOT 5C
0.9826 ACRES 1.06 ACRES 1.03 ACRES
42,635 SO. FT. 146,512 SQ. FT. 145,055 SQ, FT,
20' PUBLIC
PUBLIC UTILITY
UTILITY EASEMENT
L43 �EASEMEN 20 FT, IN ESS,
L4 EGRESS U LITY �I
L47 EASEMENT OR PUMP
N31'37'28" STATION L
70.13' TIE
RALPH HUFF
HOLDINGS LLC
RALPH HUFF
RALPH HUFF HOLDINGS LLC
IOLDINGS LLC
100.06' 1 110.06' 1 56.90'
THE UNDERSIGNED HEREBY ACKNOWLEDGE THAT EXISTING 20 FT. SEWER N/F
EASEMENT (PB 2012, PG 150) JAMES AND JOYCE P. LUCAS PUMPEXISING
THE LAND SHOWN ON THIS PLAT IS WITHIN THE PUMP STATION LOT
SUBDIVISION REGULATION JURISDICTION OF DB 81 , PG 134 1 (0.08 AC 3,600 SQ. FT.)
HARNETT COUNTY AND THAT THIS PLAT THE UNDERSIGNED HEREBY ACKNOWLEDGE THAT DB 811, PG 134 TO BE CONVEYED TO
I8 OUR FREE ACT AND DEED. I DO HEREBY THE LAND SHOWN ON THIS PLAT IS WITHIN THE ZONED RA-30
ED E. FOR PUBLI U E OF ALL RIGHTS- 5U>�IVISION REGULATION J17RI$DICTION OF HARNETT COUNTY
0 A EM T AS HARNETT COUNTY AND THAT THIS PLAT
- � FREE ACT AND DEED. I AO HEREBY
a r v Y u b l i c D FOR PUBLIC USE OF ALL RIGHTS-
RALPH HU HOLDINGS LLC OF AND MENT A3 0 ON THIS 10Y.
rr Srrrypsn� EEpler 00,
STATE OF NORTH CAROLINA u m ";tan { Q u n t ySPO SP GS HOLDING LLC -- I HEREBY CERTIFY THAT THE DEVELOPMENT HEREON HAS BEEN
COUNTY OF CUMBERiAND
} ! :� ; GRANTED PRELIMINARY APPROVAL BY THE HARNETT COUNTY
A No NORTH 0 DEVELOPMENT REVIEW BOARD PURSUANT TO THE REGULATIONS SET
CAU D40RESAID, CERTIFY THAT I OS A NOTARY OF THE FORTH BY E-911 ADDRESSING, ENVIRONMENTAL HEALTH, FIRE
SBJECT PROPERTY
OWNER ERSDNAP BEFORE ME CO 0 CERTIFY THAT FOR REGISTRATION MARSHAL, PLANNING, AND PUBLIC UTILITIES OF HARNETT COUNTY,
SUBJECT PROPERTY N.C., SUBJECT TO RECORDATION IN THE HARNETT COUNTY OFFICE
THIS DAY AND ACKNOWLEDGED THE EXECUTION Kimberly S. Hargrove
OF THE FOREGOING INSTRUMENT. WITNESS MY 0 P NALLY APPEARED BEFORE ME REGISTER OF DEEDS OF RE ISTER 0)1 DEEDS WITHIN THIRTY DAYS OF THE DATE BELOW.
HAND AND OFFICIAL STAMP OR S THIS DAY AND ACKNOWLEDGED THE EXECUTION Harnett Count yy NC
THIS DAY OF _ �.iOF THE FOREGOING INSTRUMENT. WITNESS MY 2012 DEC IS O4:45r:9 PM
2012. BK:2012 PG:595-595
. HAND D OFFICIAL ST R S FEE:$21.@0
DAY OF _ �012. INSTRUMENT ## 2012020587 ____
------------------
NOT P r .,;' v ,. • -� TWESTER DEVELMENT REVIEW BOARD CHAIRMAN D E
It' I`C- i Lori
"pled Y
MY COMMISSION EXPIRES f I n i o?
n=� ��� SITE NOTES:
COMMISSION EXPIRES 1) PROPERTY IS WITHIN THE HIGHWAY CORRIDOR OVERLAY DISTRICT
THE UNDERSIGNED HEREBY ACKNOVLME THAT -= 2) PROPERTY IS WITHIN THE MILITARY CORRIDOR OVERLAY DISTRICT
THE LAND SHOWN ON THIS PLAT IS WITHIN THE NORTH CAROLINA 2012020587 3) NC 24-87 IS ON THE NCDOT THOROUGHFARE PLAN
SUBDIVISION REGULATION JURISDICTION OF HARNETT COUNTY 4) LAND USE (COMPACT MIXED USE)
HARNETT LINTY AND THAT'THIS PLAT
IS UR DEED. DO HEREBY 5) GROSS AREA OF DEVELOPMENT - 3.15 AC (528,905 SQ. FT.)
D I FO B C USE F FIGH - THIS MAP/PLAT WAS PRESENTED F EC RDAT�AND RECORDED 6) SETBACKS: FRONT 50 FT., REAR 25 FT., SIDE -NONE IF ADJACENT
0 WA �. OWN. IN THIS 94W AS MAP UMBER S7 ZONED COMMERCIAL, 20 FT. IF ZONED RESIDENTIAL
THI�1 DAY OF 20 1 7) PIN FOR SUBJECT PARCEL 9584-87-9961.000
ELMWOOD HOLDING(LLC AT O'CLOCK M. 8) DEED REFERENCE FOR SUBJECT PARCEL - BOOK 2927, PAGE 406,
STATE OF NORTH CAR013NA KINBE�RLI. GROVE
COUNTY OF CUYIERLAND REGISTER F DEEDS %i
I, �'� ti�flfi96*J 90 'LA NOTARY OF THE BY C �1 REVISIONS NORTHGATE
_- ___
c U D s 0 s SUBJECT CERTIFY THAT . SUBDIVISION FOR LOTS 5A, 5I
D� SUBJECT PROPERTY .. l'.: a �`) REISTER OF DEEDS
OWNER PE ONALLY FEARED BEFORE MEI'll-,
AND 5C AND REVISION OF
THIS DAY AND ACKNOWLEDGED THE EXECUTION ; 1, ._F np ojt 1 plel GRAPHIC SCALE
OF THE FOREGOING INSTRUMENT. WITNESS MY i� EASEMENTS LOTS 1, 2, 3, 5, &
TIES OFFICIAL O ST ORS
` 100 0 1�a 2G] 400
THIS DAY OF _ ___, 2015, ,r .,� TOWNSHIP:ANDERSON CREEK COUNTY:HARNETT
N T Y P STATE: NORTH CAROLINA
ttyt��-4 ( IN FEET) ELM1f00D HOLDINGS LLC &
MY COMMISSION EXPIRES 1 inch = 100 ft. PROPERTY OF: RALPH HUFF HOLDINGS LLC
S58'22'32"E
33.07 _
EXIS4 NC DI'I'Cti
IR_e �
z
w 1 w
G? \ (17 ) .
w 1
1
o
oa \
U
W
�Z
0 BRANDYWOO SEC c
S W PC#F MAP 8C
evw z
z 0.
a �
Q z
3 /
zl r` 4 i
F /
w
I" EIP
FWG
LINE TABLE
LINE BEARING LENGTH
LI
S58.22'32"E
20.01
L2
S30'16'00"W
48.70
L3
S75'16'00"W
54.07
L4
N30.16'00"E
26.28
L5
N75.16'00"E
25.79
L6
N30. 6' 0"E
19.46
L7
N58'22'32"W
18.24
LB
N30016'00"E
10.00
L9
S58'22'32"E
18.24
L10
N30'16'00"E
11.43
L11
S58.22'32"E
20.01
L12
S29.35'17"W
36.74
L13
S15'24'43"E
3.66
L14
S31.31'02"W
27.38
L15
S15°24'43"E
30.64
L16
N29'35'17"E
4.4.74
136.11'
L17
N58.22'32"W
L18
S31'34'10"W
9.64'
L19
SB '01'09"E
11.77'
L20
N29'5B'51"E
9.98'
56:47'
L21
N58.22'32"W
L22
S31.53'25"W
8.58'
L23
N57855'07"W
12 09'
L24
N31'44'49"E
8.49'
L25
N58.22'32W
16.99'
L26
S31.37'28"W
7.62'
L27
N59010'36"W
10.26'
L28
N31037'28"E
7.77'
L29
N58'22'32W
73.49'
L30
S35'14'39"W
3140'
L31
N54'45'21"W
10.00'
L32
S35014'39"W
34.40'
L33
N52'21'45"W
23.49'
L34
S31053'25W
37,09'
LuU j
NDb uo'3b"ii I
15.UO'
L36
N31'53'25"E
38,80'
L37
N52'21'45W
9.67'
L38
S38.33'51 "W
40.32'
L39
N51'26'09"W
10,00'
L40
S38.33'51 "W
40.16'
L41
N5e21'45" W
10.11'
L42
S29.22'28"W
41.57'
L43
S60'37'32"E
10,00'
L44
S29'22'28"W
40.25'
L45
S58°22'43"E
131.20'
L46
S76'37'28"W
18.96'
147
N53033'43"W
12.95'
L48
I N36'25'17"E
10.00'
L49
I S53'33'43"E
13.79'
PUMP STATION
LOT DETAIL
(NOT TO SCALE)
cv.vv �
o PULP u�
In 0 STATION 0
LOT CQ
cv w N60617'33"W
9) 60.00' .48' TIE
N6O'17'33"W
DEVELOPER:
ELMWOOD HOLDINGS, LLC
RALPH HUFF HOLDINGS, LLC
SPOUT SPRINGS HOLDINGS LLC
2919 BREEZEWOOD AVENUE, STE 400
FAYETTEVILLE, NC 28303
910-486--4864