20030536 Ver 1_MAPS_20030502

J \ J
\ J FAYETTEVILLE J
\ 1 \ J 1
\ 1
1
~ 1
~ !
$o
J Ro, J a. ;
~ ~ ~ J
z ~ J
LANDSCAPE ARCZ'II'1FGIQRE
\ Y ~ 1
i i t ' ~ 1 ' ~ HOPE MILLS p F+h1GII~ING
ONF SITE ~ ~ + t t ~ /
, ~ J I ~ e , r
~ ~ ~ \ •.a ! 1R~~AN1!II1~G , , r
i, , ' ' , ~ • ~ 1 !
t~/'~ Jy ~IVr205.09 1% ~ ~ ~ ~ it \ ' ' ' `T ~ ~ 1 J w + i 1 ~ t ~ ' ~ / r t t 5 ' ~ i 1 t 1 ' , I
2 3 ~ f i NV.~201.54 (15' N) ~ j t1 flw+t ` r / 1 ' ~ 914 Ha Stre~ ~ Fa NC 28305 ~ r Y Yettet~llle,
~ i %NYt204.44 (15. OUTN I ~ t I Voice 910-221-0033 ? Fat 910-221-0035
a f' / ' ~ . ' ~ ' sEO. TRAP J t E-mail crawforddso//~~fa etteviae.net TOP¦195.57 + - V Y
\ ( t A NY.¦19242 ~ i EXIST. TEM , I , ! , SED.,TRAP
' NEw a-27 t / 1 / I I i ! All drawings, specifications and designs
VICINITY MAP \ ~ ~ ' % / s , ~ ~ NN•197~7 ~ ~ 1 i~ i --+IEw ' Js ~ ' ~ prepared by Crawford Design Company 4
r , 1 I ~ 4 o = (NOT TO SCALE) ~ , / j . ~ r ' ~ d'~ I v 1 ~ 2 2 r a ¦1 14 ; ~ are instruments of service and shall
~ w / Parro pPo 'i 2 ~ " 18 ~ ~ + YE ~ I ~ i I I ~ ~ / ' / ~ temaia the property of Crawford Design
t srp 9rv.¦203.05 (15' N) I , , ; ~ I i 9N.¦192.29 (15• N) ~ + om 1f' ~ ~ i , •l,ll I , ~ ~ Nv.¦19219 (15• auT) ~ , roP.19S.u , Company. a Owner or any other
t < Nv.•2o2.eo ,6• Nv-203,70 (IS' N) I / I EROSION CONTROL NOTES _ c «m «r. ~ 15• ~ ~ : I ' ! • 2 .¦1N.N 15.Ou parties shall not use the word on this or ! ~ » / } an 'ect ex a eat
` , I , J r ~ , ' ~ R / ~ ~ , o~. ' ~ .v..n¢s, / ~ Y Prof ~ by ProPa 2 a 2 ~ 's and y~,~ry~,~r18tC COry~,,pllSatlOn.
1 INSTALL NEW VELOCITY DISSIPATOR (SEE SHT. C-14) . ~ ` , i ~ ~ i o ~ + 2 J ~ ` AMC ~ ,t I NV.~197.29 (IS• N) n , 2 ' ~ r I , ~ i 1+ ~ ~ ,
New - 2 INSTALL NEW BLOCK A GRAVEL INLET PROTECTION (SEE SHT G14) J ! Al \ 1 1 C , t 'y J , ~ i
1 ~ ` ~ ,L ~ ~ //rs+\~'' ~ 4jp) ~i i i r' w -,I~ «V..i94.25 ~ 3 INSTALL NEW TEMPORARY SEDIMENT FENCE (SEE SHT. C•14} I ~ „ , Ne a I DoT ~ ' ~ •1 1 1 ~ Y CRAWFORD DEBIGN COMPANY NV. 91.2 (S• N) r
. ~ / ~ r ~ «V.~19S•>a (15' N) y~ ~ .TOP w _ , ~ a ~ a ; " N1L.1N.a2 (1s• oun; v " ' ~ ~ COPYRIGHT 2003
J / ' ~ t~ ` - - t ~IV..193.2} (71. OUT) NEW , ~ ~ ~ , / i TOP~1 n 1 _ ;
GENERAL NOTES ~ / ~ ~ - ~ . .,92.40 15• « / ~ ' ~ ` . ~ ~ .191.65 24• e (1S• N) NV.¦191.7~ (1S• N) r' I - Y ! ~ NV.•189. ~ ~ (2~• N) ' '~9 NV.¦190.59 (30• N) r i ! - - r . lp~ 3N11E ' 1
1. THE GENERAL OONTRACTOR SHALL ~.~'.~''Y AND BE RESPONSIBLE ~ I ~ ~ 1 / ' J ~ ` ` ~ ~-m.,5 (ao' 0u>, , (JO' OUT ' ,NV.¦19Q19 (30' OU7) r 1, ~ , t i
ATTHE JOB STTE. ~ / ~ J ~ ` ~ _ ~ ~ ~ . FOR ALL DIMENSKINS J ~ 1 ) J s _ , ~ ad r~ adrk ~ J ! t s ; ~ t 1 ,
y J - ~ h ti ~ ~ 1~ . 1 E N1L¦198JB ~ a ',fie 'g4
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK ( Po ~ - J J , _ t ` ANO M T BE VERIFicD BY THE GENERAL CONTRACTOR. BENCHMARK J A ~ J J ~ . ~ ~f hf , a NV. 190.]0 ('P N) r . 2 v, ~xT ~Jr~ NK¦189.15 (JO. OU7) E NY. 190.56 1S' OUT) i i , 1 ~ ,
IS EXISTING PK NAIL LOCATED AT THE END OF EXIST. PIONEER DRNE ~ J J , t / __1 J J ~~=u S` ,/lam ~ . NV..189.OS (JO' OIIT) , oR 1 I , ~ .1 + r. ~ , i / r ,
APPROXIMATELY 14' FROM SUBDIVISION PROPERTY LINE AND HAS AN ~ ~ ~ ~ ~ J J J + 1, r ` 1~' PP / NV.¦18A2S (1S• N) / ~ r ` !
ELEVATK)N OF 197.09. ~ i J J J J + i ~ / ~`-L J J J 11 ~ o ' _ ' _e i//may/ ' NVrt80.00 (JO' OuT) BOTH r / I, I ! R/Ir \ ~ / /
3. ALL DIMENSIONS AND ALL ELEVATIONS ARE MEASURED TO BACK OF ~ ~ / ~ ~ ~ J J i-~ ' +~+r~ ' x187.50 OUT) si / 1 i \ r , - , ~ NV.¦189.56 (16• N) B07M ~ ~
NOTED. ` ~ ~ ' ~ ~ ~ 'l ~ - ' CURB UNLESS OTHERWISE ~ \ ~ ~ ~ ` p~0 , ` , raw a-12 + , EXIS1, LEAP. aV' ~ r 1~ , ~ , + 18:w Ch12 ~ -16 4 _ - ~ . 1 r , NV.¦10.56 (JO• ~ 1 !BERM w/ CRAV0. ! r ~ _ _ I , ,
~ i - , VEER lTEMP. 4. PR LIMITS FOLLOW PROPOSED RIGHT OF WAY SHOWN AND LIMITS OF ~ ~ ~ ~ ~ 60' L~RTVE +a~ ~'1~'~ NV¦19250 ~ , , % NV. 191.10 {13• N) t - _ r 1 A„ r NIL¦189.85 JO• N ~ ~ + ~ ~~e r ~ '
CONSTRUCTION LINES AS SHOWN. ~ ~ ~ ss •e=!ae - >a ROq( 6AAf ( ) ~ , , -EXIST. I SEAL % wv.¦1a.7s (JO' OUT) J ` y w GRAVEL ~ / 3, ,
~ ~ as~a~s _ t tt a"- , CI-1'.~ ' ~ IIR-- ~ _r 4 a ~ N' BI9) ~ ~ ! ~ i - _ xn ~ ~ X19 f
5. LOCATIONS OF EXISTING UTILITY LINES HAVE BEEN TAKEN FROM UTILITY ~ i ~ ~ ~e~== AND SHOULD INDICATE IN RECORDS SUPPLEMENTED BY FIELD INSPECTIONS 1 ~ 1` ~ V.¦191 i _ ~ ~
GENERAL THE TYPE OF UNDERGROUND FACILITIES NOW IN SERVICE. ! J - - 180. NV.¦t8Jd2 (30' OUT).
D. DEVELOPERS OR CONTRACTORS J ~ -13 - LOCATIONS SHOWN ARE NOT GUARANTEE ~ J J L. 13 ~ ~ Nv.¦1e~.a - PRELIMINARY
SHALL NOT ONLY MAKE SUBSURFACE INVESTIGATIONS BUT SHALL ALSO J W NV.~19z.36 (,5' N) . ' ~C ~ J _ INV..191.66 (24. OL7) ~ ALLOW FOR CONTINGENCIES WHICH MIGHT ARISE BY REASON OF J Q J a !.36 (t5• N) i ' e 1 ~ TOP¦180.63 ` ~ ~ r- ~ 4• , , g ~ ~ NV.¦182.82 (30• N) ~ ~ ~ •a c2 01n ~ = ,I ' ~~e1 r Nv•,az.J2 (36• olni`~,_ ~ NOT FOR SALE OR CONSTRUCTION
ENCOUNTERING UNRECORDED LINES OR LINES BEING INDIFFERENT LOCATIONS J O J ~ , J O V '
THAN INDICATED ON THIS PLAN. PRIOR TO ANY CONSTRUCTION ACTNITY OR J ! ~ -u' ~ ,t t ~ f 79. ~ N~q~~ , ~ f TaP=a.a ~ tt 1 I9~ ; r I MEk rES-1 1 , . z ~,,~11V..1B2.o2 36• N r E ~ ( ) ~
EXCAVATKN~ ON THE SITE, THE GENERAL CONTRACTOR SHALL NOTIFY ALL I ~4 UTILITY COMPANIES TO VERIFY AND/OR FlELD~OCATE THEIR RESPECTNE J 90.E 30.OU t4•N) -I ~ ~ ~ °1MY.•181.92 Ja• ~'1 + 30. OUT) r~ r,k ~ ~ r ,l/,I , ~
( >7 UTILITIES. ALL DAMAGE INCURRED TO EXISTING UTILITY LINES DURING I ~ ~ 11 I HEw ,B-18A ' j ~ / ! I 1 1 ? 6 , ~ ' r' 1 r rte, •~I ~ ~ r
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRACTORS EXPENSE. `-z~, \ \ I + 1 1 r ' 01451PATOR-3 - ' ~ I~', t ~ + lily
~ + 6. ALL WASTE MhTCRiAL SHALL BE LEGALLY DISPOSED OF OFFSITE. 1 r ~ _-~S B RP RAP d¦67 EXIST. TEMP. / ~~J tl pp,, 9y, p ,
r • - o~---- 4 i , 1 j a ' 2 . 10 i SED. TRAP At , tt , iil 1 1 A r _ r• \ ~ ~ _ REVISIONS
1 ` IMENTATION CONTROL PERMIT WAS ~ ` . ~ 'ti 1 7. A FORMAL EROSION AND SED r
R THIS SITE UNDER THE REGULATIONS OF THE NORTH / ; ~ y t ~ \ REQUIRED FO ~ ~ CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES ~ ~ J \ , ~ ! ' 4 I ' ~ ~ r S7 ~i y ~
I ~ , W IRED TO AND SHALL ~ (NCDENR). THE GENERAL CONTRACTOR IS REQU
TIONS TO MINIMIZE ~ ` ~ ~ ' i' '-~i r ' ~ FOLLOW ALL LOLL, STATE AND FEDERAL REGULA • f ( r ~ ~ ' r : t ~ 1 1 1 ~ ~ cf
Q THE TRANSPORT OF SEDIMENT OFFSITE DURING \ ' r ~ " ~ EROSIONAND ~ CONSTRUCTION. ~ + - '
~ 8. ALL SITE IMPROVEMENTS SHALL BE INSTAUFD PER CITY OF FAYETTEVILLE - \ ~ N ~ , , k,~' / d'' 1 ~ ~ f I .a `F. PROJECT NAME
8 STATE REQUIREMENTS. ~ / .i ~ ~
~ ~ / '~9 9. DISTURBED AREAS NOT COVERED BY ASPHALT OR OTHER IMPERMEABLE / T ~ ; ~ ; ' , "
~ SURFACES SHALL BE SEEDED AND STABLIZED PER SPECIFICATIONS. T - J - 0 / t ~ ; ' _ 9~_____ ~ ~ J , < I ~ _ _ ~ ' 186.1 I ~ { i J
\ 10. BASE MAP INFORMATION & SUSDNISION LAYOUT PROVIDED BY M.A.P.S. 6~ r ~ / - 1 `I t f
l J 1 i , NG A STAKING SERVICES. / , ~ , ~ ~ ~ DRAFTI , 4+ ,"?LAC ~ .1 ~~BY
i ' ' / ~ " ~ - Y~L6gTY dSSPATdR-4 ~ ' ~ " j ' k ;
11 ALL WATER AND SEWER UTILITIES BY PWC. INSTALLATION OF ALL WATER / J ~ f . J ` Of , f , ~ AND SEWER SHALL MEET PWC REQUIREMENTS. J `
• ~ J , , ~ NEw a~1 rJ J f ' 'l~l¢y__-'T -'b~a121x18'0 _ ~ x`16 `t
~ ~ ~ ~ J .~9a- ' i~ / % NEW a-4 O 12. ALL SEWER LINES SHALL BE AIR TESTED. ~ 'L ~ _ Nv.ta9.6s ,8• N) i , Z Laa+e _~-~-1 NV.-169J6 (24.0u i ,
~ ( ~ / , NV.=185.76 (30• N) 0 I R ~~EER s~~~,~ " ~ ~ - - NV.•165.68 (30. OUT Nv. 185.76 (JO• N) _ ' V0.0pTY assPAr01r-~ ~ - - , , I OWNER NV.¦185.68 (30. OUT) TOP¦186.08 / 1> g t ~ CLASS B RIP RAP d=6 1 R - s. , 1
a 13. WATER LATERALS OVER 50 IN LENGTH SHALL BE INSTALLED WfTH TRACE ~ ~ ~_~s DNj11h ~sare,~'.~ _ ~ • ~ , ~ I N WIRE. sss. _R ~ ,1NV.¦182J9 (15• N) . , ~~?0 x201 x, t6b 1 1 ~'•rT _ \ / ; y NV..181.11 (JO• N) 1 / ~ ~ ~ ~ _ ~ 8 _ \ J ( , i
a- ~ ~ y ~ , / a! T . ~ .`s.~ P!D!~EEIq / ,~Y.,~,.a (30.OUT, 7 _ - ~ I r r W B M LLC
a J! J T•w~.,~ :lo
J ~ ~ ~ J J ; ~ _
~ " ~ J TOP~19i.F9 ,I - ' , ~ ~ ' ~ , I .1dQa I 1 E . • ~ , ~SPATOIt-1 r ~._1 w ~ 1
J ' J -'NV.=188.61 (24~ IN) 5 Ek15T. V. , - ~ " ~ 1 qtr; r _ ~ , - w , ~ ( ~ , ' 'i _ ` )064 71st School Road
~ cJ ry4 J -J_,ea' ' NV.-,88.51 (24 fNT! a]ws~. eN7RMICE~ - roP=1son ! ~ 1 ! . ; -'Am - _ Fayetteville, NC 28314
~ ' ~ ~ ` - - J i / i ~ i ' i , INYr,86.S3 (24' N) N ~ ~ , ~ INV.~188.03 (JO' OUT Nv..les.s3 (24• N) , + I X. EXIST. Roar Bw , ~ 'rc T ~ ~ ~ Phone: [phone] NV.¦186.03 (JO. OUT) + , ' ~ ~ J ! , ~ ' ,t ( )
f . ~ . .HEW a-s._ , - 1 . ! f (443 S _ ~ ~ , t ,1 ,S Fax: [phone]
TOP~188.82 TOP¦186.82 , ~ , + - f r r ~ , t~/,~ ~ , ~ _ 1 w 1 V..183.25 t, 4 I ) 3~ 1 7 AC
t y :.'3 , q ~ 1 J , [ J J I ~f i ~ , ~`t , I ~ 'ti ` ~
J J J , ~ 'y ~ , 1 1 ,q~ ` + , , , , ~ 1 + , PROJECT DETAIL
J J 1 1 ; ~ ~ ; ~ ~ ! ~ ~ ; ~ ,t ' PROJECT MANAGER: PSB
J J ' J' ~ t J 'i J J / f f 1
~ r J J' %rl J J J.' : o . , , _ DRAWN BY: RGM ! , ~ ~ J f r
L J J J J • ~ J J J r ' i `.s` 3- ' ' ~ ~ , t ~ ~ f ~ APPROVED BY: PSB ~ ~ ' R 11 , ~ 1 ~ !'!ir 1 '
[ J ' f I~ 0 1 I~ mm ~ ~ ~ r PROJECT NUMBER: 02018
O ~ J ` ~ a ~Ek 1 J ~L ~ r r ~'1
_ ~ wooo D a RTyE J 1 1 . , t 1 , r` T NAME
1 L^ ~ f 1 i i / i ,
LL `1 ~ i i ~ _ J GRADI G RA
U ~ M W \ ~ x ~ 3 ~ ' ~ EROSION CONTROL
1"I / 0 1
N ~ 1 ~ O J~ i i PLAN n - ~ i i s ~
~ ,0 1 ,Q J
~a J o ` ~ ~ `~lA>` ` ~ ~ ~ I SCALE \ \ I ~
0) U J L JQ \ ~ a ~ ! ~ ~ ~ !r ~ ~ ~ ~ n- ~
(n J ~ J2 \ ~ ~ 1 -100
W J J Q
' J IA J \ ~ ~ i \ ~ /
\ ~ , , ~ ~ DATE
~ ~ e , E U 2003 \ ~ `C /
~ GRAPHIC SCALE ~ ~ ~ ~
~ ~ i MENtna Ciiii Ti T NiTMRTi!
W 100 o 50 too 20 low n \ couffi ` L - Ulll'JAL 1 1 \ V 111LL i\
0
a' a
c i ( IN FEET ) C=2 OF 15
1 inch a 100 ft.
i i
I!

I FAYETTENILLE
I I
50.00• 3,64' 57875'4a•E (2111.99' Totd)
187.61' 120.03' 113.91' 92,42' 3p,00' 141.02 145.97' 145.97' 144.14 254x' 120. 144.14 14585• 1.72' 102.10' .63.22' x2.96 10421 36,79' 147.34
°uck ~ ' 78 79 s S $ 84 85 90 91 91 96 97 0 0 0 0 114 15
~c_ r '"1 ^ AC
' ~ 1%221 ff ~ 9.235 Sf a2) AC x23 AC x23 AC x24 AC ~0 I 10.071 SF 1x199 SF 10.192 Sf 10.309 SF 0.24 AC a24 AC a24 AC 0.24 AC a24 AC 0:21 AC 0.24 AC 0.25 AC 0.25 AC ,0.309 SF 1Q303 Sf 10,407 Sf 10,3x3 SF 10.4x5 SF 10.462 Si 1x573 Sr ,0,x15 SF 11,Ofa SF i`
E Ti W • ~ ~ ~ ~ 86 89 1 c n
~ ~ 83 ~ ~ 77 80 1 92 95 c6 1 98 101 C52 s1 0 0 c, 41 110 11 116 I,ANIDSCA,pE AR
~ AC 111 ~ m • ^ 0.21 AC 0.23 AC R37' x24 AC Q2/ AC C73 R3 0.2 a~ n aI ~ 10,176 SF 10.337 SF -10.254 ff 10.4 13 0.24 AC x24 AC p x24 AC 0.24 AC R 0.21 AC x24 AC R x24 AC 0.24 AC 0,29 AC 10.104 SF 10.320 Sf ~ 1x463 SF 10.37x Sf 10.510 SF 1x124 SF C4 40 10.559 SF 10,4,0 5r R 12,618 SF
P~ SIh 13.902 SF it b ~ N 9'214 SF N7r48'02'W 190.00' T~~td) N7 HE ~ • ( . o N77'Ix'02•W (19x00' Totd) N7748'02"W (19x00' Totd) N77'48'02'17 (,90.00' Told) N7718'02'W 191.OD' Told) 7i
0.R, zI N ~ 12x02' 94.62' r I 95.36' 94.62' 93 ~ L21 n n ' T HOPE MILLS ~ ~ N7e'23'22'w 214.64 ma) n• 95.3D' 94.62' I 953x' 94.67 ~ I 95.38' 94.62' I 15.37' 95.93' ~ E- ~ I
R3 37 ~ 76 < g a+ ~ 37 37''a 9 r,R ~ r,~ g o• • R
WI W F ay a ~ Z ~ Z 81 82 ~ ~ 87 88 S ~'q C a ^ 0.10 AC ~ ~ W WI ~ n C6S p C55 WI n f ~CLlIL~L~aa\V 93 94 99 ~ 0 cos ~ 111 1 c2e~ 1 t N „ o:
C : ~ M 17.169 Si q a 0.30 AC x26 AC 026 AC Q2B AC 11~ 0.2 ~ l3>~ ~ V iQ ~ p 0: d ; o.2e we o.2e ,rc ~ oae rw o.2a ~c an nc a2a ~c o.2e we a 2e ~c t2 Ir; 23 • x32 AC ~
: c - 12.995 SF 12,226 sF ~ ~ ~ 12,300 SF 11226 SF ~ ~ 12,3 12.300 sr 122za sv t2,3oo sF 12226 sF < ~ ~ 12.ioo sr 52,226 sr ~ ~ t2,3oo sF ,2.376 sf~ $ 13.x82 sr ~
C69 ~ I N76'It'4s (1>~.63' TMd) ~ - N7611'45 (169.99' iota) 7 N L3 7 N78'11'4S (189.99' Told) ~ 7 N7611'4 1x9.99' Tdd) ~ 7 i'4 1 T U ~ ~ ~ ( N7e'1 (8999' otd) N7x'It'45• (19x92' iotd) V 7 2 ~ ~ 914 Hay Street ~ Fayetteville. YC 28305
RJ R2 ' R25 ~ ---1 - - ~ sle't1'4s't 2o16.xt• Tors) R25 Voice 910-221-0033 ? Fa>< 910-221-0035 J---------- ---~1 - + ' ---L--
147.22' 269.N 1 289.99 R37' 1 2°s.~ 2x9.99 ~ --i5g.7~- - 8 lrmailcrawforddsn@fayetttvl~e.net 1 0 5' ~ 1 0
w w 4131 72.34 72.1 72.1 721 72.1 72.1 72.1 721. 72.1 72.1 72.1 721 72.1 72.1 721 721 72.1 721 721 72.1 76.69 ~ 81.19' x0.00' x0.00' x0.00' 79.41'
. ~ C9 POND DRIVE SO' R/W o_ POND 50' R/W
Z 75 74 W 73 W 72 W 71 W 70 69 68 67 66 W 65 64 a All drawings, specifications and designs 64 63 W 62 61 60 W 59 58 57 56 55 54 F I 53 W 52 51 50 49 prepared by Crawford Design Co1~1y
VICINITY MAP ~ n • n • ~ • n o.rt Ac ~ ' x24 Ac ' g a2s Ac ' $ o.2s Ac ~ $ a2s Ac ~ $ 0.25 Ac ~ $ a2s Ac ~ 8 o.2s Ac ~ $ o.2s Ac - 8 a2s Ac ~ 8 o.n Ac - 8 a2s Ac - rc - 8 a2s we - 8 a2s ~c 8 a2s ~c o 8x25 we - 8 x25 ~c - $ x25 r>c - 8 azs we - 8 a2s rk ~ 8 a2s ~c o 8 a2s ac - g x36 we 8 ~ oae we ~ g ate ~c " g o.2a we " g ate we ~ • x27 we ' are instruments of service aad shall
o = NOT TO SCALE) .796 s;• gtaa92 sF. $ta79e sFg Rto.6rs sF~ $ taa2s SF~ ~ 1o,a2s sF: gto112s sc. gto,e25 SiS gtoa2s sv~ gra.e2s SF~ ~1oe2s glaez5 sF~ t aP • ~ sr~ glaezs sr~ g1oa2s sr f g1oe2s srf 81o.62s srg ~1oa2s sr• R1~ sr g ~5o,az5 sF~ ~1o.62s sr f ~1o,x2s sr f 810,825 s 15.1+9 SF ^ •I 15791 Si 12000 Sr g • 12000 Sr g • 12000 Sr • 8 n,955 SF remain the to m- of CreS>rford Desrm? ~ ~ ~ 8 ~ 8 .g P Pe
~ -~'--f'-- - - ~ ^ :b• rrc cAS>:~oa (06 2x1. ?c np - - - - - s - - s - - - - - - - - - - ~ - ~ - - _ ~ - _ _ Com The Owner or arly other - e~ a - - - - - - ~ - - >r - sr r,rc - - oe zN~+. rn) - - - - - may'
n-! !!-u u- a-u !i-! n--! u-! n-! na; roe 2491, ?c aa) ~ parties shall not US'. the work os ,111.5 or aaaon n, n-/ / /-1 / ~1 a-1 u- -r a-*-/ n-i n i ii--~i ; / `"'97"-/i a-/ a--u //-u a-a an 'octex a t
r'- .tr - - - - -----U7 u ------1.1 PP Y Prot ~ by 1?~ - S~„~ ~1 _ _ - ---T-T - -->t6ejD--- andapptopriateco~pensatton.
, --~•~Y nara~ I \ / I I I l i I N7611'45 1613.54'T - - S 41619_ i41
KEY CHatD IEARiNG DIST. RAD]US ARC LGTH. KEY CHDRD BEARING DIST. RADIUS ARC LGTIi \ / \ ( I I ,g I
I I I I I I I C! s56.57'13'E 1827' 251Kr 16.70' cal N5633'S7'V 37x18' 50.00' \ / \ W • ~ " le~ ' CRAWFO1tD DESIGN C011IPA1\~ I I 36 37 38 39 ~ « 40 " 41 ~ 42 43 ~ n 44 1• 45 46 1. 47 w g n r S I a i` 481
Is.3r c3z S79'20'S9'V 371r 50.60' 38arr I \ I I I I I I rz sss'1r42'E 33b4' soarr \ / a - N a ' ~ s„ ~ ~ $ ~ I. 8 COPYRIGHT 2002 • ~1a23 ~ oa4 ~ . ~ a22 sc ~ ' a21 r>e : s a2o r~ - ~ 0.20 ~c a2o k : ~ a2a a2a we ~ a21 we • e a2+ k a21 ~c : ? alt ~a I I xOS4 - -1QS21 9.771 sF 1.112 SF 1,745 SF i x.589 SF i R71e SF - 11.168 SF 12.000 SF = 9,142 SF = 9.,42 Sf = 9,,42 SF 9,167 56
c3 N82'~'23'E 37x15' SOHO' 33.47' C33 S34.43'41'V 38b9' SOHO' 39.73' I \ / \ I I I I I I ~ ~ iarsd I
u N14'14'S9'E 12.46' soaa' 69br c31 s1z'17'26'E Ilan soar 4239' I \ / \ I I I I I I C5 N76'42'37'E 1x13' 50.00' 83.19' C33 S12'23'14'E 20.49' 25aKr 2LU' Y , / ~ I I I I I I I I cgs L4 I s e1.19' 80.00' 80,00' e0.D0' S' i
C6 S80'10'39'V 1826' 25Ar 18b9' C36 S56.4875'V 3S3i' 2511' 3BYr ~ \ / ~C ~ i l I I N7671,67 T•Id B ~ ea4, ) N7e'11'IS'w (401.64' Told) OTHER
392x' C37 ICI<3'IY45'V 353i' tar' 9Btr ~ ~ ~ ' \ y - -1 - - - -1- - - - - - ..I_ - - - - , c7 N33'21'17'V 33.33' 25.00' I ~ ~ ----1----1--- Nra+af'm-w 785.00 _ - - - 571'N'~~736.a2' Total) - - - - - 7a00' 1.69 -IM -1 - - -
sl6r 2511r slbr tae N35'42'Bl'E l1.A' ti11' 1y+q' t8 MI7'3115'E I ITA ~ / C9 N28'42'S4'E 45.16' 23x00' 45.93' C39 Ig5.42'21'E 11.11' 5111' 1216' I R ~ / PIONEER ORIVE assssssas:s:sssssss - ~ 16'w 226.53 211.87 IS1,95' INFORMATION- - Oi ~ Na3 k s76'n•ISt /7au
27,95' 251Kr 29.66' CIO R12'22'16'V 4814' sllr 11116' I COURT / / 60 R/W clo N67'S7'S0'E sass:sssas:sszsa 3 CZ4 '11i,1C_ . ~ , / 1 110.00 8x00' x0.00' 80.94' Base Mi Information Prodded Bv: - °=a' Nlaro3'o1'w ~ I qr~t ggvE ' • ~ . i ~ R~ I p
C11 S53'S779'E 2x11' 25A0' 21.03' Cq N5T2276'V 37fafT S0A0' 36b8' I ~ ~ , - - - - - - - - - - . - - - - - - K.>~ , / I M.A.P.S. Dra ' & Staid S~rtices
a9' Saor s4sl' c4z 180'35'33'V 35.8r soon' 36b8' / a2 S61'19'20'E sz 31.58' C43 S35'33'33'V IOb4' S0.Or 41.86' - - - ~ / C13 567'2478'V 33.89' 50.00' ~ ~"°O1 1 °I 23 P n 2 ' / / I \ 25 I Ph: (910) 481-050{ I ~ ~ I ~ _ aP , / 1 26 27 28
7 34b9' SOHO' 35.43' C44 S12'29'o3'E 40.82' 50.00' 4zA6' ~ ~ I I C11 Nz7.1 'so'E ~ ~ / g 35 ~ p . 22 . I ~ , / I ~ I I f No 0.29 AC ~ a AC I I I 1.68 14
C13 NI3'47'04'V 35.19' 50.00' 3628' C45 SIr29'03'E 2x41' 25.00' 2113' ~ I I ' $ ~iv , iv i ~ 0.34 AC 10,x79 SF = X19 015 Sr / / I 7 • 2 AC 5.42 AC 1.44 ACI I I In 0.23 ~ 0: a n 14,922 SF rn gal I / a I 3,371 61.881 Si Bt,e86 SF 62.793 SF L 1x223 SF d ~ 10 , , a I
W6 NSS':R'3S'V 36.42' 5010' 3728' C16 S56.18'1S'V 33.36' 25.Or 3927' •43'V 33.36' 25.00' 392r - - - - - - I Y ~ I . "I _ n I I P
C17 S78'11'18'V 41.13' SOHO' 42.72' C47 N33'll IC3S'4P'20'E 20.41' 2SA0' 2113' ~ ~ ~ I ~ ~ i C18 S77'S1'18'V 20.11' 25,00' 21A3' CIB I N a N7e03'01'W (315. ~ „ i I
C19 N2875'21'V 38x9' 25.00' 43.15' L19 N33'12'20'E 10.82' SO.OD' 42x13' ~ U I I I I ~ n ~ 2t ~.~----------r----- I I SEAL
C20 Ni6'S6'IS'E 56.05' 330.00' 56.11' CSO N12'2r16'V 10.64; SOHO' 41.86' I - - ----1----Z ° 0.19 AC ''P 18 ; i w4w°w~a° + I aw ~c 19 ' . i
C21 NS1'S4.12'E 32.82' 251Kr 35x10' CSl N57.2276'V 35.87 SOHO' 36b8' 12x72' CS2 580'35'33'V 35.87' _ SOHO' 36b8' I I C22 NB5'03'S8'V 12x70 1733.Or I U 6,09, sr Cip a 6.225 SF , 1.57 AC 'r/ • ~ I N7803'01•N~ 118,x0' g~' M7~ ~ 0.32 AC ~a}'' 64246 SF ~ / b ~ ~ ~ • I
C23 NB!'34'S6'V 9026' 173S1q' 9027' C53 S35'35'33'V 10.64' 50a1r 41x16'
C21 S79'08'37'E 57.11' 173SA0' 57.42' C54 SIr29'03'E 10.82' 30.00' 42.05' 33 c1a e I i g il't ~ I a2s~c , , I PRELIMINARY
C23 S33'11'43'E 35.36' 25.00' 3927' CSS S12'29'03'E 20.41' 2SA0' 21.03' 2510' 39.27' ~ ~ - - - - 36' 2510' 3927' C56 S56.46'15'V 35.36' a~" ~ I o.2o~c ~ 1ae12sc c 6 , , _ f1 ~ 12 x•300 ~ 9t~ ttouaT I ~3.s1• I i NOT FOR SALE OR CONSTRUCTION
C26 N56.4873'E 35, C27 N33'11'IS'V 35.36' 2510' 3927' CS7 N33'U'4S'V 35.36' 2510' 3927' I I N760301•W 122.81• R Z1'S3'E ` 3I I 1 ~ s say u1 a / , 81 kl
C28 N33.48'08'E 20.31' 25.00' 20.94' C58 N33.42'2rE 20.41' 25.Or 2113' 1 . 1 \ / " ~ / / I I 32 - -~I / / ~ I
C29 N35'12'S2'E 40.81' Sa00' 42.04' L59 N3S 42'20'E 10.82' Sa0r 42115' . I ~ ~ I \ L1 0.20 AC ~ N7a03'm'w 837 4 / r ~ ~ I
C30 NU'20'17N 3912' 50.00' 4016' C60 N12'22'16N 10.64' 50.00' 41116' ' - I ` 1 ~ ~ ~ ~ •w....; . I 1 I \ ~ 8,67a SF ~ 0 90.6' i i ~ I / /k 17 i I
~ I ! I 7603'01'17 ,24.0x' SO R
I 1 DIST, RADIUS ARC LGTH • I 1 ~ ~ 3t .4-P 14 / / a I 2/ x24 AC ° ~ . , , 61.576 SF I b ; ; I ;
KEY LHRtD BEARING DIST. RADIUS ARC LGTH. KEY GQtD BEARING 1 5000' 112b5' ~ C61 Ns7.2z'16'v 35.87' soon' 36be' cm S49.39'31'E 9029' PHASE TWO \ 4656 si ~ ^ ta2s4 sr i 15 16 ` ` ' ` I ~ ~ n ~ n I ~ a REVISIONS
rbz sao'3s'33'1+ 3sai7' 50.00' 36.68' C92 Ns9's3'21'E 1x29' SOHO' 1x31' 1 L S76l3'S7•E 1 ~ 1• ~ w ~ ri I •,X n ~ N7603'011N 124.01 ^b ~ 0.25 AC 0.37 AC ~ I n : n - n I ~ n
~ C63 S3S'35'33'V 10b4' 50.00' 41.86' C93 N77 48'30'E 2x33' 25.00' 20.94' ~ 1 i s 8 13 ; 10.921 Sr 15.957 SF / ~ I ~ in ~ I - ~ n~$ ~ / / . . I ~ I
'4 35.36' 251KP 3927 ` ~ 1 I 1 ~ - - - - - - S12'29'03'E 4x82' Sa00' 42115' C94 S33'll S'E - I 1 I 1 1 _ p C61 1 C ~ _r T ~ LLJ S12'29'03'E 2x41' 25.00' 2113' C95 S56'18'15'V 35.36' 25.00' 3927' 1. ~lLlyy 1 ~ 1 _ T c1 / / ~ I ; ' 9" ~ x25 ~c i~ , / I I x20 AC a: 9.066 SF ~ 47.82 tt~.27 , , 8561 Pi------
C63 I y ~ I I 'V 35.36' 25.00' 3927' c% N79.00'S4'V 51.33' 1795.00' 51.34' f'~~ +.L C66 536'48'13 ~ 1 I I 0.846 o c 74.66 70.D0 Le 54.64 103. r
Q 7 N3371'IS'V 35.36' 25.00' 3927' C97 N81'01'S8'V 7519' 1795.00' 75ar 1 c~ I N7803'01'17 1,424' ls7e~3'S~E (80&36 Totd) ~ - I 0107 o~N / , ~naaowwawwrt ~ ~p
~ t6e N35.12'20'E za41' 251Kr 21.03' C9B N83'26'Ot'V 75.31' 1795aa' 73.32' 1 ' ~ ~ I I ~ N 9 / ~ " ~ t - 1t j ~ UVET NDS
4os2' sa.or 421b' c99 N83'SO'36'V 75.61• n9sao' 7sbs' N C69 N3s•42'20'E I I N C70 NI2'2276'V 40b4' 50.00' 41.86' 0100 N87'15 03'V 12.51' 1795,Or 12.51' ~ ~ ~ I I I 29 ~ 2 . 8 . 8 10 8 . / I d d d x42 Ac / , (443,1 SO FT~
7' 50.00' 36.68' LI01 N83.17'31'V 62.90' 133.66' 62.95' ~ I x27 ~c ~ u ago ac - ~ atb ac ~ ~ ata ~c _ z 1ea66 Sr ~ ~ ; ~ PROJECT \iA: ,1,1x5 sF N~1, brn ~ " 7.700 ~ / 10.17 ACRES
cT "s'~16" ~ 38110' fr r PHASE ONE ~ C72 seo'35'33'v 3s87' 50,00' 36b8' 0102 S33'35'Ol'E 3so2~ 25.00' !1, I , rr„m„ qoe nl PIOI~ER 1t0' R/w ~ _ 1- _ _ sle'23'S7'E . . I
• 4 c1o3 s1r22'12'V 15.37' 300.00' 15.37' ' 4 soaa' 11i6 l1 ---L---1- rh c73 s3s'3s 33v ob1 y o Ioer saoo' 4zos' c1a S20'38'OS'V 7ael' 3aaar 7x98' _ TiRTL• 9x00' R --~-i~ I z N16RSb8~ 201.07 T 1L n
~ cu sl2'z9'o3'E r ~ _ AO' 2L03' 0105 S30'11'43'V 34.36' 300,Or 3438' 1 =-_=====sas=ssaa=e=j ~ c7s s12'29'o3'E 2x41' 25 ! I I 'IONEER DRIVE 60 R/W :sssaasaa- \ ~ 60 R/W l - , ; _ _s7en5'ob'E ~ s~ tw~_ ,1 - ~ I i3~.94 31x13' \ 8 I
r a=sss===:=:ss==:=~ N 76 S56.18'IS'V 35.36' 25.00' 3927' 0106 S26'S9'41'V 72.91' 30010' 7312' ssszsz~ :z zss I - - ~ - 57 OB'E (316,91' Told) ~ , I
~ 7 SIS'18'01'V 41.07' 30010' 4110' 1 I I ~ C77 N3371'4S'V 3x36' 251p' 3927' G10 lj 1 1 - - - - - ~ - o I` T T T eaoo' 70.00' 7x00 laoo' 7x00 n.47 ~ ~ g I
C78 N3S'4r20'E 2011' 2510' 2113' 0108 S56.35'13'V 33.36' 25.00' 3927 1y11 I ? 1 ! ! ' ~ •4r20'E 40.82' 50.00 42.05 ~ I C79 N35 , ~•L~C~ ! j ! I 1 I
3 CBO NI2'22'16'V 4pb4' SOHO' 41.86' A ~ ~ X35.
0 ! I .(vl . I I I I te1 Ns7.22'16'v 3ssr soar 36bs• ~ ` ~ ! I ~ h ` I I 1 g 2 3 ~ 4 5. 8 ~ ~
Z C82 SBO'35'33'V 35.87' Sa0r 36.68' KEY BEARING DIST. KEY BEARING DIST. `v ! I I ` y • : : ~ ' : I OWNER I - x26 AC - .x23 AC _x23 AC _ - 0.23 AC _ _x23 ~c _ - 6 ~ , I I 11,42s sr ,x009 sr - 1x026 sr - 1x03, sr laoze sr ~ I
a C83 S33'3S'33'1! IOb4' SOAO' 41.86' LI N11'35'22'E 33b1' L35 N78'09'IS'V 4.T1; ~ `y I I ~ C84 Sl2'29'03'E 40.82' 50,00' 4215' ~ N33'S8'It'E 17.18' L36 NIB'12'45'V 4.41 ` ass ec a3o ~c ~ I
L~ I y C85 S12'29'03'E 2x41 25.00' 21x13' L3 N7B'11'IS'V 4L13' L37 N78'11'07'V 9.37' - . - I I I N7814'0TM 11.'361 ! 13.257 sr 1 a I _ _ _ N79'2i'15'W N7812'45•w N I W 6 M LL (6559' Told) , ~
Cl L4 N7871'15'V 23b7' L36 N78'34'00'V 10b3' EASEIENT~ r ~ C86 S36.48'15'V 35.36' 2510' 3927' _ _ _ - - - (74.65'Told) (7x44' Told LJe UO . , o I - - N7a'16'21'Yi Nle'09'49'W 7 N78'16'13•W l41 l12 N7x10'ta'N N76'10'1 ~ ~
C87 N3371'IS'V 33.56' 23Ar 3927' L5 S33'S8'41'V /x11' L39 N78'34'11'V IOaC' { ~ 1 % C88 53371'IS'V 33.36' 25.00' 3927' L: S?i".4'ti'V 7514' 141 M/6'3/'M'Y 4.72' _ . 19: 4au• >a 117.10' 64.21' n n.62' 77.93' 77.77 1 ~ / 05.25' 80.00' 81.40' ~ r3
~ C99 R53'S6'39'V 2x41' 25,00' 2113' L7 SIl'3Y22'V 33.7N Lq Mlr'1i77'Y 3116' I I I I I I 1 / I / I I I s~ / I I I I I I I I 1 1 / 1 Ill
36' SO1Kr 117.73' L12 1176.1o'11'v N.95' I I I ~ c9o S82.33'32'V 92 L8 NIl'3S'22'E 36.e1' / i ~
L9 N33'30'20'E ,5,96• I I I ' I L30 N33'S8'41'E 31.91' I I I I I I I I I I 1 1 / I l l/ / j 1064 71st School R / I ~ I I I I I 1 I / I Ill / j Fayetteville, NC _831
N Lll N32'S/'2S'E 4328' I I I I 1 I / I 1 I Phone: [phone] I I I I I I I 1 I ~ j O ~
~ L12 N32'S4'25'E 9.77' / I _ ~ _ _ - L - - 1 I 1 1 1 ~ j Fax: [phone]
~----L--~----- ~ L13 N22'22'36'E 2x97' -~---J----1---1--- I I L_ • 1 1 I II ~
~ L14 S7B'II'/S'E 16.59' ~ L1S S78'II'4S'E IB2e' ALEXW 1 I ~ I , j At.EZwoo~ oRivE ~ 1 1 11~ \ ~ 1 i I
C ll6 S7B•11'45'E 15.48' p 1 I 1 \ i - - - - - - - _ - _ _ - - ,l 1 ~ , PROJECT DETAILS 1 I \ I j
jp L17 S7B'1145'E 12.62'
L18 S78'11'45'E 9,79' ~ U9 S78'11'45'E 6.36' I 1 PROJECT MANAGER: PSB \ I 11 \ l~ i ~y 1 l
3 L20 S78'11'45'E 113' - ~ ~ / 1 y ~ DRAWN BY: RGM to I ~ 1 ~ ~
(l) L21 NOB'26'17'E 272!' I ~ ` I ~ ~ ~ MENTOR - APPROVED BY: PSB
~ L22 S78'33'S1'V 11111' J ~ \ o I ~ ~ ~ 0 \ ~ COURT j ~ ~ ~ PROJECT NUMBER: 02018
~ L23 Nll'1875'E 29.35' 0 d L24 Sll•48'15'v 29.33' I Q I ~ ~ ~ j ~ ~ ~
u1 L25 Nt1.48'15'E 29.3s' S78'25'OS"E I z I \ j
~ L26 Sl1'4e'1S'V 29.35• 20.00 a ~ \ \ SHEET NA~'IE I I ~ \ j
Cl L27 N11•IB'15'E 29.33' U L28 S11.18'ISN 29 SETBACI( ' 1 ~ ~
L29 Nll•48'15'E 29.35' 3 r . LOT SUMMARY
~ L30 S11'4875'V 29.35' N , m ~ a ~ YI PHASE I. & II.
0 131 Nll'48'15'E 29.35' ~ O Z < ry
N L32 S11'1875'V 29.33' ~ C7 ml O ~ L33 NI1'48'15'E 29.35' M N ~ ~
L L34 SII•IB'13'V 2933• ~ in I •h~ ~ N ~ SCALE
y I~ ~ h6
a! ~ 1"=100'
E a
v
a " a~ ~ DATE
MARCH 2003
GRAPHIC SCALE INSET ~ to ~ (N.T,S.)
i t - - .M .n, fgiT1,TT 11T t- L*1T11
W 100 0 70 w av anr,~ i ~ a vus~x
r9 0
i IN FEED ) M
1 inch = 100 It. } THIS SHEET INDICATES GENERAL STREET AND LOT LAYOUT, AND SHALL NOT BE USED FOR PLATTING PURPOSED OR FOR RE RDATION.
E i OF
i

_ .,u _ 1
, 1 r , ~ , _ ~ f - ,

~ - 1 ~ I~ ~ . J a'igl y~yA ~ ~ r ~ l ~ ~ ,t 1
L ~ ~ ' 1 ~ ~ - ? • • i ...z - , ~ '
t t ~ ~ ~ 'i • • ~ f- - Lir
~ • ~ 't '4. ~ i ~
~ 1 _ S
r ? ~ a
~ `r, ~ 4 f :f' ~ s .'1
• M •
1 1 ~ s_
, , ~ ~ ~ ~7, " . ~ ~J ` , f ~ ` ti • ` f • ff ~ . 1~ fit, ~1 f ~ ~
a ~ - , r. f ~ - s ~ .
,r " ~ a / :a , ~.a
x'1 'l..r . ~ ~ + ~ ~ t s 1 f~~ ~ . . r ~ ` ^ 4
,t/~ / icy .,r3" ~ - J ~~i- _..V ? - ~ ~ r ;r ~ • ~
~ ~ i "k • i ~J
•s' ' ~ - t ~ ~ v r~ , J
t? f
1 .4, l _ j j c r` . r y r - ' r
A. ` - • ~ , J ~ r ~ ~ f ~
Al J~.!/ \f ti. 5 r^
k I • ? ~ ,t J ~ ~ ~ ? ~ ; t ~ t . . ~ + f
- ~ f •
11 ~ . • t, , r - ~ ~ r `-r.J. r /1 4A
~L~ t - J r 4 ~
~ J
- ~/yl,./ " V 4 119,. ~ 1 I 1 ~ a
- . 1r T, 1 I } ~ 1 n
~ r ~ d r • j ~ 1~ f

r ~S '"w ~ ~ •y ~ 1
y ~ / i a ~ ,
• ti i ~ 4 ' Jr I f • ~
~ Z ~ ~f ~ R t
t n • _ ..r ~ ~ • r . • / . ',4 u~ • • P •
• ~ - i ~ •f
C
i`~ ~ f d ~
. ~r ?Lx
~ ~
O ;h? .1 7 - - _
GLtlt~ - r" • ~ t -
- ~ a. -
t ~ ~ f ti y i f ~ s a •
~ • ~ ? •
f ~ ~ i~__ ...J ~ ~1 ~ 4 j f ~ l f t t ~ r ~ yin- ~
;i ~ ~ . . ~ ~ ~ ~ t r
QOQ OSb ~ \ t W i _ I+~,~ ~ti
! ,,f .qtr"'-". l , JI f•'~ .:-r ! ~ li~ j
_ _ , _ ~ + - ~ 1 1 l w.. f ~
~`--f _ , ` t' ~ • t..: ~ 1. ' r /..--fir - 1. ~.~a~.
~ t _ ~ - ~ _ .~w-• r ~w,~~•. ; r
~Unw I art r x ~ i~ i 1 "til ± ~ •
't ~ r ,~..,a- _ ~ ~ ti, ~ ~ M
~ ~ ~ 1: ~ 1 - • ~ r ~ f~
1 I f _ ~ _ ~ ~.,I _ ~ f
r", ~ :
'tae r w. , A + ~ ,I _ f
~ r ~ ; .f 1 /1 J' 444 } 1
f i ~ f a r ~.r'~ .r' ,r..,'" I ~ 1
. r! ~1~~- . ~ ~
~ ' f t , r
- 1 r t": a ~ ~ ~ E _
1, ~ J ~ I .r

~.I ~ ` ~ ~ 3. rte. ~ \i:. f, ` UT.. • ; yy
k .
~7~ 1~ I f Ufa f ~ a w' F5
1 / • • f • f ; r ~ t
~ ~ ~ ~ L t # ? IJ ti ~ ~ f~k ~ ff ~ f ~ ,
,r I W
aS r00 ~ i~3~ o00 oeo z ids r~s ~~9 ~i~ Ir 68~ ~3~i~/13L13~i ass r~s
a~E 1 S ogL {yIf f ~71Ut3lt~ilt~,~ ~i 191 . .
~d ,LNYS NMM 1W fft ~QdrM
1
{
i