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Home My WebLink About20010828 Ver 1_Site Plan_20010601 i jYetlands Courses ~ Tryon ltd. a Course Bearing Distance 1370 Site s L- ~ / * ~ b zs 4 1 S 8920 09 E 8.89 / Fq a L-2 S 15°2D 41 E 18.08 B. M. 2000 P .1321 / A ~ r L-3 .S 1T3948 E 19.82 g , m o L-4 S 19'43 53 fl 17.88 ~P ~ 0~ S 89'05 50 E CP w ~ a• L-5 S 32'00 21 " E 40.43 ~ - - - - - ~s3 L-8 S 22'4700 E 49.38 ~ 1'57 ~ %14.70 e~ e ~ q4 2 ~ o~ L-7 S 10"14 48 W 25.93 N 62 t' ~ .4 0 s _ , ~ 12~• ~ yd` ~ti ~ ~ L 8 S 07'20 21 W 38.37 ~ ~ ~ L-9 S 03°19 58' E 41.57 ~ ~ $e q cP _ - - ~ Ana ~ ~ L-10 N 03°19 58 W 41.85 ~ a ~ w i o ~ Qn L-I1 N 07"2U 21 E 7 ~ to 9 / a~ 3 , 32 20 Pry va ~ ~ L-12 N 10°14 48' E 23,78 - - - ~ 4~ L-13 N 22'47 00" W i ~ l 48.36 ~ / r 0 L-14 N 32°00 21 W 43.66 ~ ~ L-15 N 1943 53 E 18.85 ~ ^ B. Af. 2000, P .1321 O ~ L-18 N 17 9 / ~ o ~ g O ~ o 3 46 ti 17.07 0 / U~ ~ ~ m L-17 N 15 2U 41 W 13.38 - - ~ ti ~ L-18 N 00°39 51 E 4.98 i V o ~ ~ d L-19 N 15'20 41 W 13.34 ~ o Lot 8 L-20 N 88°OB 42 E 3.89 100' Neuse Ricer o Wetlands Limit bl L-21 S 00"39 51 W ~ 8.13 Ri arias .Guffe I 47 s , ft. Dell on H. Holt L-22 N 88'08 42 E p r q ) L-2 4.47 Measured 50 each L_20 L_22 3 S 1520 41 E B.83 way from the bank L_2J d D. B. 3633, Pg. 817 VICINITY MAP ~ L-z4 S 03°19 58 E so.os / ~ of stream L - - - 4 B. Al. 1985, Pg. 2267 ~ L-25 S 03"19 58 E 41.98 L-19 L-23 S 89'20'09'E Not to Scale L-28 S 86'4002 W 8.00 ~ o Lot 8 L-18-~ L-1 270.38' CP L-27 N 03°19 58 W 42.38 ~ o Wetlands Limit L_17 L-2 LEGEND. L-za N 03"19 58 W so.13 ~ ~ (z4 sq. ft.) ° L-16 L-3 - - Lines Surveyed TP Telephone Pedestal ~ L-15 L-4 Lines Nat Surveyed MH Manhole Right of H'ay Lines Trans. Electric Transformer Lot 7 OI EIP EIS Extstang Iron Pi e or Stake WM Water Meter Wetlands Limit EC Existing Concrete Monument Esmt. Easement ~ 1 97 s . O EPIC Exsit' ' ' _ t; .l(, 4 q ft.) rng PK. flan R W Right of-Way ~ PKS P.K. Nail Set /L Centerline ~ ~ ISS Iron Stake Set P.C. Plat Cabinet ~ 1 ti CSS Cotton Spindle Set D.B. Deed Book 1.922 Acres ~ RRS Railroad Spike M.B. Map Book ~ , r r ELS Existing Lightwood Stake B.M, Book of Ma s ~ ~ ~ PP Power Pole pp v PIN Parcelldentifier ~ ' LP Light Pole Number ~ ~ ~ 1 OHE Overhead Electric Lines ~ ~ Ac. Acres ° ~ q B. M. 1966, Pg. 2056 CP Computed Point Sq. Ft. square feet o ti 1.351 Acres ~ t -~--L-7 'a NAD 27 North American Datum of 1927 ss• l NAD 83 North American Datum of 1983 L ~~e °e• ~ ti N.C.G.S. North Carolina Geodetic Survey CP ~ ~ ~sf~~ 311 ~ ~ h ~~o ~s k 1 J J 66r~1 ~ ] y . 0 CP NOTES: ms`s • ~ a * s' cP, 9,DA ~ f 3011 102,15') ~'e,, Iron Stakes set at all property corners ~'9 / ( •34'96"r) ~ ii ~`~gb ~ (S 90 . 40' ~ unless noted otherwise. V y ~ ~ c 102 L. 4'36' J h 02.40' g~2 Areas determined by coordinate method CP `2 ~ ~ (124.78') L 5• p0' CP ' All distances/dimensions are Horizontal ' ~ ` ~ ~ C-1 S 89'91 01"~) g = 42 425. 00 CP - - 133.5 ~ ~ ground distances unless otherwise indicated. 1 22.39' = 125. 40' CP Cp N 86'38 34 "W 155.90' L 00' (Total Cp CP R = 365. , Le ~ ~ North Carnlina _ a~an Pl"i V~ L, X t. t e d Harnett County - _ ~I (a Dedlca I, Thomas Lester Stanch ce t' ~ ~ - ROadr?ay ~ ~ Pp b l r c r rfj that this plat was drawn under letlands Iamit 1180 R~ my supervision from (an actual survey made under my supervision) 4B1 s . It. (deed description recorded in Book _ as Page Rte, etc.) (other), - ( 9 that the ratio of precision as calculated by latitudes and departures - is 10,000+, that the boundaries not surveyed are shown as broken lines plotted from information found in Book _ Pa e I I g shaau: I C-2 F O that this plat was prepared in accordance with G. S, 47-30 as I ~ amended. R7tness my original signature, registration number and seal ~ I I I this the 27 t~ day of Ju~___, A.D. 2001. `A B. M. 1957, Pg. 53 ~ 1 ouooouu ooo~ B00° Donald Ra Mason L J Permanent Construction .onstruction °o° ~ CAi~O °°o _ I y & I Wetlands Limit 20 Drainage Easement Te Easement o° 0~.•~$SSI~.••~°oo Surveyor I f(337 sq. ft.) L-28 o ~ • 0 rj o I o . 4' 7+ o L-1512 o a ° SEAL ~ ° Registration Number n 2 L-1512 a ~ ; q p ; 1 hereby certify that this survey is Donald Ray Mason o°o~ ~""o of another category, such as the D. B. 1475, P , 577 o p SUgV ~ p recombination of existing panels, a g °°o~ ~`~oo° division of heirs, a court ordered Curve Radius Length Chord Chord Bear. D. B. 1498, Pg. 288 °°o S L eT ~ survey or other exception to the C-1 385.00 8.01 8.0 o°Dn est 00000 defini ' of sub 'vis'On. _ 1 N 8958'02 N' ououuoa A C-2 425.00 8.01 8.01 S 89"3328 R' NOTE: T - homes Lester Stanch, .L.S, Retail Development of this property will require a unity of development plan be approved by the Planning Director prior to issuance of permits. FEMA FLOOD HAZARD STATEMENT Lots shown on this plat are not located within the FEMA 100 year Flood Hazard Area as shown an FE~11A map No. 37183 G 0533 E Effective Date: March 3, 1992. REFERENCE. DEED BOOK 5636, PAGE 777 DEED BOOK 7474, PAGE 836 BOOK OF MAPS 1985, PAGE 2129 BOOK OF MAPS 1995, PAGE 679 Wetlands Location I'or BOOK OF MAPS 2000, PAGE 1321 BOOK OF MAPS 2000, PAGE 1606 Revisions: Surti°ey For: STANCIL & ASSOCIATES, 08-01-01 1 ar I1 Ves men , n c. Registered Land Surveyor, P.A. 3427 Patterson Ave., ii'inston Salem, NC 27105 96 East Depot Street, P. 0. Box 730, Angier, N.C. 27501 b Phone: 919-639-2133 Fax: 919-639-2602 ~ TOi1'NSNIP: ST. MARY'S COUNTY:• fYAhE ' DA, DATE: 07-27-01 SURVEYED BY. FIELD BOOK 30 o so STATE: NORTH CAROLINA FB-35-C-38 w SCA SCALE: 1 60' DRAWN BY- JMT DRAWING FILE NO. E Horizonte] Scale ZONE: I-1&R-10 PARCEL NUMBER: 1702-40-9254 & 1702-50-2127 C 0-2127 CHECKED & CLOSURE BY. L frSM-1414 -B n,-. , - ~ ~ i ENGINEERING CONSULTIrIG SERVICES, LTD. P.O. BOX 12015 RESEARCH TRIANGLE PARK, NC 27709 (800) 327-5832 (919) 5454-1735 ~T (919) 544-0810 FAX ENGINEERING CONSULTING SERVIC Y S D. P.O. BOX 12015 5 RESEARCH TRIANGLE PARK, NC ~K C 2 09 (800) 327-5832 MILLRIDGE INVESTMENT CORP. 2 909 SOUTH MAIN STREET WAKE FOREST, NC 27587 (919) 544-0810 FAX 919-556-5418 Px01ECT: ST. ANDREVPS PLANTATION DAM WAKE FOREST, NC . NOTES: ST. ANDREWS PLANTA WAKE FOREST, NORTH CARO ECS, LTD. PROJECT NUMBER 81 A A i 0 JUNE 21, 2001 D -.~v - K a . ~y a1 Q I~~~ ~ , J l~ ~ ~ ~ _ ` ~ ~ ~ 1 ' ~ ~ aO D~ ~ ` • f ~ C G S J ~ ' r .a . . • ~ , i a. r ~ N0. REVISION DATE ? . ~ p. ~ ~ j ' ' 0 i. ~ 0 /1 ~ `K 0' S , u O / r ? \ e ~ '^r 0 a , I ~ ~ o o ~ ~ ~ J. ~ ° I • a ' A 0 ~ ~ i~ r 0 o ~ / J ~ r« Q PROJECT NUl®ER 8168 ~ SCALE ~ .t Q r. , ? . . ~ ~ ~ ~ DRAWN BY DRB 6/21/01 . . « tN APPROVED BY BVW )1 ~ y~~ re O' i ~ ~ i ~a ~ b i ( ~ j 0 / • P ~ ~ i ~t . , ' • ( ~ { SE' ~ ~ r l; 10361 a • 1 ~ ~ < e ~ . ~ y E~ a o ~,4, `ti Q ~h ~ v? o ' , s~Er No: TOPOGRAPHIC SITE MAP A J /'`I l1 T 7 Tl T-1 ~ USGS WAKE FOREST QUAD QUAD I u v v hlc ~ 1 "=x,000' • ~ 5 ~ 1 ~ N s • I 6 1 I t 3 \ 3 I 9 ~J ~ \ 1 w \ 30 Dc I 2 b.75A l ~ / I I ~ / 1 / ~ ~ .BOA / / r t ~ ~ ~ 2 ( ( ) ~ ~ a ,1 I I / ~ 5 2 \ 1 1 / ~ 5 \ ~ N h1 1 ~ a \ \ 9 ~ I 1 1 y ~ ~ ~ ti ~ N • ~ 5 , 1 w ~ 1 ~ ~ ~ 1 1 / \ / ~ ~ NI 4 ~ 9 w 2 ~ •1 1 / ~ U 00 ~ \ i / ~ ( 0.7 i g 0.69A 0.70A N ~ I 1 ~ 1 ~ 2• 'd 0.69A ~ 3'~ I ~ \ / ~ I 1 5 2 ~ / I a z 3~ • ~ ~ ~ I ~ 1 ~r ~ _ / ' ~ , \ w ~ I / / I 1 ~ ~a •Naw I ~ O p ~ ~ N 7A 1 / .P (01 0 ) CA 1 1 f / W c3` • ~ / ~ I \ i o t-o I , ~ ~ 18 .70A 1 1 ~ 1 ~ p 1 I \ 2 i ~ h \ ~ \ ~ / I ( , aii r' ~ ~ ~ N 3 1 v~ CP / 2 5 N 1 / 1 1 v ~ J \ / EA \ \ ~ / ~ / ~ N ~ I 1 ~ I 1 / o~ J / ~ ~ Mo , 9 I o to / ~ \ / \ / . / / 1 \ / \ / ~ z. o \ 0 ~ ~ 0 ~ ~ I 0.7 A / A•1 ~ 1 0.69A W ~ \ / 1 \ ~ 2 r ~ ~ 1 • 1 ~ 0.69A I 1 1 ~ ~ \ \ 161 ~ "OF , / \ / v a wo 1 \ \ / I 1 / o ~ 9 9 0 ~ 1 ~ 1 149 ~ n 3 ~ ~ ~ / 1 \ z x 49 ~ ~ 1 \ / / ! 1 ~ 1 ~ r ~ ~ 9 Ir 1 J O \ w 0 ~ 1 ~ ~ ~ \ 1 / ~ .89A \ ~ N ~ 2 D, ~ / 1.21A G \ s ( ) 2 J / / v ~ 1 ~ i~ w 1~ 180 \ ~ z ~ / \ \ ~ / o ~ i ~ i ~ \ ~ ~ ~ _`Z , ~ N ~ ~ 3.53A ~ \ / z i ~ 0.62A ~I 1 ~ ( ) ~ / 1 w 2 1 c ! ova W / / \ ~ ~ i \ 1 • ~ ( ~ cn ~ ~ 0.69A ~ ~ r- 1 I 1 ~i 0.7 ~ 0.74A' i- / J to 1 / ~ ~ 11 9 ~ I J ~ \ 6 ~ p ~ ~ p ! l ~ ~ 0 1 ~ / ~ r rn / ~ / i ~ / ~ ~ 0.69A / p \ ?J 2 W \ / h ~ 10 \ ~ ~ 2 ( ~ •-•384 I \ 53 ~ ' • 934 ~ 453. ~ / • ~ ..i t ~ ~ t ? ~ (288 \ ~ ~ - 721 - - \ _ / i % ~ / TA URG COURT ~ 23 3 \ DUNS ( . .~t I ry / ~ ~ 1 , / \ m / . 3 ~ ~ , a q 0 ~r ~ / 40 ~ ~ / u \ / / J / c..~ ~ o ~ ~ / 1 r 0.8 Q / ~ 1 / I \ ~ I I 5583 8 ~ ~ ~ ~ / ~ \ 1.05A ~ . / ~ t: I I 0.39A \ \ ~ J ~I 1 ~ I~ / ~ \ z 1 \ • N 1 ~ 1 . ' / ~ ~x a,a 0.. / / / ~ ~ q ~ ~ 66 ~ i ~ / ~ I . ~ • ~ / ~ ~ ~ I v, v, / ~o ~ ~ ~ 641'5,, 1 ~ ~ ~ / / \ / ~ I ~ owr,, ~ / , 1 , / / aa~ ~ o ! 1 ~ • I ~ \ / - / / ~ b o w ~ a waon ~ 1 / ~ / I ~ / / \ o~ W \ I / ~ / t0 O N 3~ / ..s~- ~ 0 ~ 0 • ~ / \ / / I moo a~ 165 ~ I / \ 1 I / 633'6 / ~ I _ - - - ~ I • . / . / \ / _ / / 1 I I ~ 1~ m 0 1 I . ~ - ~ a / N / ~ ~ ~ 1 ~ 1 / t ~ ~ / / , a o.34A 1 \ ~ W n L / ~ \ o ~ ~ ~ 1 1 / / \ I o ~Kq ~ / I ! M kA ~ / I 65.OOA ~ r ~ t 1 \ A ~ ~ ~ RlV~ W ~ • ~e~ \ • / / l ~ / ~ /i ~ / / ~ / I o • ~ J I l 1 / ~ ~ ~ ~ 1 6241 ~ ~ i / 1 ~ W ~ I / / / / ~ I ~ ~ ~ ^ / ~ ~ / 1 a W ~ 0.3M ~ Y ~ / ~ ~ I ~ I / • ~ / \ I ~ \ - / 1 163 ~ Q: ~ ~ gee ° • _ - - ~ 1 I ~ \ ~ ~ ~ ~ / 1 ~ ~ v 1 ~ ~ ? 1 / / / / 1 \ / 6158 ! i _ \ / / / 1 1 \ / ~ i ~ / / / ~ \ / ~ t 0 ~ EXISTING BUILDING p O 162 \ _ _ . / r ~ I TO BE REMOVED / . r I / \ ~t / \ b tN / ~ ~ 8~ / / / / \ / / ~ / q / / ~ / ~ 1 I ~ \ ~ ~ ~ I 1 / / 6170. / 1 1 ~ ~ / \ ~ ~ I I a aa. \ ! ! \ 1 .1 / / / 1 \ / / ~ \ ~ \ 0 0 1 s I I I 1 I 1 ~ / / / ~ 1 qqq w I I 1 1 ~ ~ 1 ~ / \ ~ q~ 1~\_ I \ °•r~ ~ i ~ / I I ~ \ / / ~ o q 1 I I I / / / o v on a 10.46A 1 / i 0 6091 / ~ - - _ \ i I ~ / I 1 / q/ s ~ r , / / I ! \ 1 / i U1 q o.3M 8022 ~ 0.46A . / I • / 1 1 I / ~ • . ,./•l ~ ~ I I I I \ I \ ~N~ o e J _ / \ l \ ~ S - 991 ,g ~ / \ ~ J 160 1 0.46A ? A r- • • / I I I l ~ ~ / \ / ~ Kb . I I \ vw o s I a ~ I \ • ~ / / i I - I 1 o 0 75 0915 0.51A n ~ I / as 1 ~ . / / I I I \ I 1 / ~a / a I ~ I I / ~ q ~ ~ ~ / 6p9 761 f'w 19 o ~ a ~ r / ~ \ I I 1 ~ / I \ \ / I 1 / 1 I \ 5838 as ~ ~ ~ / ~ I I i I / o I / I I ~ I x ' 3 ~ I / / \ 0.3~ ~ ~ 7 Zr 79 r / ~ 1 I \ I I 1 ' I / I I \ ~ / i ~ / ~ ~ o ~ a ~ . / ~ 1 / ti M 36 ~ 1 ~ ~ / / ~ ~ I ~ I ~o ~ ~ / / ! 1 I I ~ / ~ 1 1 ~ / ~ I a r r1 ~O• / ~ ~ 0.4 / ~ / 1 / k 'ti 2t I / ~Y - - 'h 68~ ~ ~ I o y a- 1 1 246 I ' l ~ I 1 l I va I ~Iw' ~ r / 47A F ? _ _ ~ / ~ / / 4~ ? qC ; I 8 4823 / / ~ it 1 t t 48 1 74 N ~ 1 / I / ~ 1 \ ~ / r l / i ~ 1881 ~ " I I / ~ 1 1 ti o.s~A r / 1 1 o ~ I a \ / / 1 73 J 1 ~ ! rss 1 - J \ 1 H 3s i / / ~ J 1 1 1 ~ 1 \ / I 1 1 \ i ~ ~ ~ 1 _ r ~ ?r 78 ~ h , ~ , H ~ / \ \ 1 I REVISIONS \ \ / 1 \ \ ~ ~ ~ I I \ r / 1 ~ 1• 1 ~ 0.4 / I 1 / / / ~ A/ I 6668 ~ .0.63 / • I 81 / / ~ J 1 ~ \ \ / I 1 ~ J ' ~ CSC 6/00 ~ I 36 ~ 4712 I ~ 1 / _ \ \ I / I 1 _ ~ 0.41A N 1 \ I o / ~ ~ 1 / I 1 _ i , \ 1 i \ \ ~ i o. ~ ~ ~ \ I I / / ~ 4 ~ / w ~ I ~ 158 ~ ~ I ~ I - - ~ / ~ \1 ~ ~ ~ I / ~ \ ~ I / / \ ! I I \ ~ 0.55A a / / ~ / ~ / ~ i ~ ~ i ~i ~ ~ ~ I ~ . ~ \ ? I i 1 .61A N I / / / ~ i 151 1631 rsa ~ ~ / ~ ~ I / / / , ~ ~ ~ I / 1 n ~ 82 I 1 / / ~ ~ ~ 7 ~ ~ 1 ~ ~ / ~ 1 / / / / / ~ I / ~ 5 9 I 1 / ~ ~ 1 ! / / a~ 1 1 ~ ! 1 ~ / ~ /1 / / ~ I ~ ~ ~ .SSA I 1 \ I / / / ~ 1 ~ 1 ! 1 I / / / ~ I / / / / ~ • _ ~ \ ~ 7 I i / t 99 ~ is 35 4 1 I / / \ ~ ~ / / / . / ~ I / / / / ~ t 4i l .45A 1 I \ I I / 42A 1 I ~ i tl , 1 \ I r \ ~ ~ ~ I / / ~ / / I , I 2 10571 \ I I 55~ h I ~ ~ / \ I ~ t ~ ` t ' / ~ / ~ / / 1 29 Nj ~ I 0.61A I n \ \ I I \ ~ 1 t t ~ / l / ~ r t ~ / ~ I ? I 4, I~ 1 I I ~ 1 22 ~ I 9436 s~ 0.56A I \ / ~ - ~ / I JOB N0. 8168 0.57A 1 ~ / ~ / 1 I I I I s I I ~ / / / i / I • ~ \ 3453 1 I ~ / / 6453 I 1 I / ~ / / 21 I ti n 1 I 1 ~ 69 ~ ~ ~ ?s / I I I \ / w I I ~ ~3 I / ~ SCALE 1 =:100 / / 1 ~ 1 I I J I I NI / I I / ~ i ~ I ~ 1• I ! 1 / 0 3A i / I I I a ~ k / ~ t24 o / I 1 I 1 / / , t ~ ~ ~ DRAWN CSC 5/00 1 ~ ~ ~ 0.68A I X314 ~ / I / / I I r / ! • ~ I l I I 8 ti 85 1 / 1 / / 0.48A 0.52A 0.5 ~6 3322 I I I _ / :I I r 1~+~, APPROVED ~ l I I / I 1 1 ~ n B / i' J I 1 1 / \ \ aSH 5380 6390 ~ / ! I ~ / / i 8 9 0~ 1 / 1 / / ~ ~ / i ~ / ~ / - ~ ~ / / / / 7 ~ ti ~ o.7oA / / / / E ~ / / / \ ~ 20 I 0 / / / / / / ~ / ~ / / I 2245 / / / L / / / / ~ ~ 100.5 A < DRAWING N0. / / / Jll 1~ i ~ I / / ~,0 ~ ~S 1 l ! 1 / I / ~ n~ / / \ t~3k1 L .}gr 128 Uy / r 9~ 87 /rt / I 1 / / i \ 8250 3501 X05 ~6 -%k 0.66A / ~ ) I 1 1 V 1 12 90 1166 6 /e I l • 04 88 \ e 1 1 I 1 9*7 17 112 8 r \ \ e / I i 1 ~ ~i i i 1 ~ ~ ri ~ . ~ / i ~ ~ i ~ ~n i ~ , ~ ~ ~ / ~Z I ; ` ` / _ i ~ ~ ~~11 3~ SS E~EMEN= ~i i i~~ ~x 30' SS EASEMENT ~ oc i A ~ N / / ~ i~ ~ v W / . i~ & ~I ` \ ~ / V~/ . E . ~ . , ~ 232.5' I / ~ • / I 23 ~ ~ ~ / , ~ ~~o~~SEn 231- ~ ~ ~ ~ ~ / ~ I/ ~ . ~ a / i~ Vti~ / -2~ ~ f z : ~ 9263 ~ - ~ _ / / ~ • 1 i i 1 ~ ~ 4 i q q I ~ ~ , ~ . i \ o r,°4 rn 3 v \ ~ / O / ~ I / ~ ~ a B _ F ~ ~ ~ ~ ~ PROPOSED EMERGENCY SPILLWAY WAY ~ ~ ~ ~ % ~ ~ a ~ ~ ~ ~ ~ ~7~i , ~ ~y ~ ~ ~ ~ PROPOSED 231 . D' _ / r 4~ / i ~ ~ EXISTING BUILDING TO BE REMOVED SOLOPE ~Yfr~l Z~F~` Z/~c~.~lE / i i ~ ; ~ ~ 0. Ro' OF 24" DIP, 2~ SLOPE 1 ~fMENT ~ I `n 4' I ~ 2_n~ f A`` ~ ~ N ~ ~ ~ ~ 1 , ~ ICU ~1~ SPILL~~Ibt'~ ~~~G,.lA-C~~ T~ DAM # 1 ~ ~Vlt~~ ~ ~ , ~ ~ , ~ ~ ~ ~ / ~ _ 1 ' \ STONE CHECK DAM ~ ~ 20 / . 1 SS Eq_ ~ ~ ~MEN~ ~ i l i l i i l ~ ~ 1 TEMPORARY DIVE Y DIVERSION ~i / ; / % ~ i / ~ ~ ~ z ~ / \ v 6' DEEP l i I ~ l ~ w C5 / ~ , ~ . 0 8' WIDE X 6' D ~ ~ ~ \ ~ 230_ ~ ~ 35' WIDE TOP :TOP OF DAM=2~3~.0 / i I ' ~ ~ l ~ ' ~ ~ ~ 2.5H:1 V S / ~ 1~~, V SLOPE ~ . ~ ~ ~ ; ~ . ~ . \ ~ 20Sq`AR` ~~JTO C~~I-iFLCK .DAM #2 ~ J / j~~ ~ o.. \ \ , ~ / ~ ( ~ I ~ ' ~ REVISIONS a : , / N o ~ I I I 1 ` CSC 6/00 ~ ~ ~ tee. ~ , N ~ ~ ~ I ~ ` ~ DRB 6/01 j ~ ~ ~ ~ 1 j 1 X ~ I ~ ' / OPEN SPACE ~ \ ~ A / ~ ~ ( j 1 `i I ~j ~ ~ / T ~ ~ ~ ~ ~ \ ~ ~ ~ 1 ~9~~ ~ ~ i SILT FENCE'S / ~ / ~ , ~ \ ~ \ ~ ; ~ ` ~ I ~ ' JOH N0. 8168 ~ (246) \ SCALE 1°=40~ ~ ~ ~ /X148 11 ~ ~ \ nxnwx csc shoo i ~ \ \ ~ 1 1` \ \ ~~«a \t APPROVED 1 \ \ ~ ~atH CAgp~ ~ \ X85 / ~ I ~ ~B ' / / ~ \ ~ ~ - J \ \ ~~E~Fj ~ G~/° I DRAWING N0. $f ~ . \ 1 / ~ ~ ~t 1 \ t X01 v u, U. . 1 / \ 1 ( / / I \ 1 i 245 ~,5,~, W ~ C7 .7 p V1 t` W N U 5 ~ a z ~ •c~aw O ~~p X02 W.~..r x+0.1 10 240 ~ - ~ a~ ~•r I ]o~cn~ ~ oa c~ ~ M 0 / U~ EXISTING TOP DAM' = 233.51 r ~ ~ U ~ W 235 ~ - - ~ W w ~ _ N t9 w z a EXIS~'ING CHANNEL SPILLWAY w 230 - - - = l.D - - 3Z~~ ~ - - a ~ G s. ~ A 225 - - ~ - - o a; oo ~ U ti~ ~ ~ ENCH BACKFlLL INTO D(ISTING )EXISTING ~ ~ o ~ INS q~N m ; a~ V ~ of ' z ~ t~ ma'y` I ~ o v ,~C~-~ E ~R.~, l,L ~ l~ Co a~ - ~ ~ a ' y v ;n 220 = f~~ D-~~-,A.11~~- - ~ ~o rn ~ a f A, Al O W o b~ u w ~ ~ ~o~~ ~ ~ ~ ~ a 215 0 w a ~ w ~ a w - - TEMPORARY DNERSION CHANNEL JNEL a 210 CROSS-SECTION A-A, PROFILE OF IMAM LO VERTICAL SCALE 1 "=4' a~ ~ w 0 HORIZONTAL SCALE 1 "=40' 0 Aa em ~ ~ ~ x ~ = 5 0 'a • U 240 A~ v 0 . _ w w o 235 a o z REVISIONS 230 ~ ~ DRB 6/01 ~`~E =2~ .o' $ o of 3 225 220 JOB N0. 8168 . - SCALE As Shown 215 DRAWN CSC 5 00 / APPROVED ,,,,1u~nh,, CA ~H RO a ~ l~ A H ~ E ~ • ~ ~ DRAWING N0. CROSS-SECTION B-B, PROFILE OF EMER S Ill o I . ti V GEC I II.HL J4,Hl_C I ='t y~ 6r1~ 5 HORIZONTAL SCALE 1 "=40' Y 35' ,-~35o PROPOSED TOP OF DAM SLOPE ~ 1.5H:1 V ALL AROUND EXCAVi4TI0N FOR DUCTILE IRON PIPE ~ ~ z ny. c~,Y ~n c~~. ~N MiN~~ 240 240 . ~a~w~ 2.5 z ~ r~ arc ~v~~ - 2~~. a ~ ` ~ a 220 ~ - ~ - - ' _ . _ ~ 220 ~ , ; - 210 - d ~ ~ Q EXCAVATE TO ROCK N L.' E ~y~ ~ 0 V SURFACE v ~ V a ~ .C ~ z q o >~v ~ a z o~, ~ ~ v ~ ~ DAM CROSS-SECTION THRU SPILLWAY ~ ~ ~ VERTICAL SCALE 1 "=10' 0 HORIZONTAL SCALE 1 °=10' ~a a VIEW WEST-EAST a 35, ~-Z PROPOSED TOP OF DAM I X234.0 EXISTING TOP OF DAM d 2.40 240 a 1 ° C, • U 0 ~ w U 220 220 x 1 O REVISIONS BENCH NEW FILL INTO EXISTING DRB 8/01 FILL OR SOIL - SEE DETAIL BELOW ' NEW CORE TRENCH, 1 ENCH, 1:1 SIDESLOPES g ~~.f 8/3% ~ TO 5' DEEP OR TO R )R TO ROCK 0 BENCH NEW FILL INTO EXISTING WITH SHEEPSFOOT ROLLER DAM CROSS-SECTION THRU EMBANKMENT VERTICAL SCALE 1 "=10' JOB N0. 8168 HORIZONTAL SCALE 1 "=10' ~ SCALE As Shown VIEW WEST-EAST ~ NEW FILL 2.5 ~i\\ ~ nxnwrr csc s/oo SLOPE 2.5H:1 V ~~i \ \ APPROVED EXISTING FILL OR SOIL i~/i~/i~//~//~/~„„,.,„,,,,, / ~O~~H ~A~~~ N DRAWING N0. uL.l`IVI Iil`IV V1... I /"11L vL ML I 0 10361 2 ~y Fy a o NOT TO SCALE c l1y Y, ~ o 0 4 D ENGINEERING CONSULTING SERVICES, LTD. P.O. BOX 12015 ' RESEARCH TRIANGLE PARK. NC 27709 (800) 327-5832 (919) 5454-1735 8' MAXIMUM (919) 544-0810 FAX SILT FENCE CLIENT: MIIZRIDGE INVESTMENT CORP. 909 SOUTH MAIN STREET WAKE FOREST, NC 27587 919 556-5418 PROJECT: MIN 10 GAUGE ST. ANDREVYS PLANTATION DAM > SILT FENCE 3 -0 LINE WIRES WAKE FOREST, NC MIN 12 1/2 INCH GAUGE EROSION AND SEDAIEENT INTERMEDIATE WIRES CONTROL DETAIIS NOTES: GROUND SURFACE t n 2 -0 MIN NOTE: SILT FENCE T 0 HAVE MINIMUM 12" ° COVER TEMPORARY SILT FENCE DETAIL NOT TO SCALE od NOTE: HEIGHT AND WIDTH OF CHECK DAM BASED ON EXISTING TOPOGRAPHY AND REQUIRED SEDIMENT STORAGE N0. REVISION DATE JI WIDTH VARIES #1 RIPRAP 0 ~H:1V MAXIMUM STORMWATER ELEV 1' MIN PROJECT NUl®ER 8168 SCALE AS NOTED EXISTING BOTTOM WIDTH VARIES DRA1fN BY DRB 6/01 ' (STING GRADE APPROVED BY BVW . SERI, 1 RIPRAP EXISTING GRADE _ . IIIMh/ STONE CHECK DAM DETAIL / SPIFFY N0: CA "'~r - ~~H Rp a - p • NOT TO SCALE • ~ E . ~ ~ %#L ML a, 10361 ~~i ~CtpEE~' o _ IYetlands Cou]•ses _ - - " e 'st ce Tryon Rd. q Course B aring Di an ~ / I370 Site ~ a zss4 L-1 S 89'20 09 E 0.89' / ~ A , o L-2 S 15°20 41 E' 16.08 B. M. 2000, P .1321 / 0 L-3 S 17°39 46 E 19.62 g / ~ - - ~ a ro o L-4 S 19'43'53 W 17.68 CP S 89 05 50 E CP - _ wg ~ ° L-5 S 32"0021' E 40.43 ~ ---,57 114.70' ~ ~ - - - ~ ~s L-6 S 22'47'00 E 49.38 i 21 ~ ~ Q o N 7~ t~ ~ ~s L-7 S 10°14 48 25.93 i 124.62 / yfi ~ / ~0 m } L-8 S 07'20 21 W 36.37 ~ / e ~ ° L-9 S 03°19 58 E 41.57 ~ ~ Cp - - , ~ a~ / _ i- 8~ / L 10 N 03'19 5B W 41.85 , 9i / a~ L-11 N Ui 20 21 E 37.32 ~ 20 Private b q o L-12 N 10°14 48 E 23.76 ~ i- - - /l 4 L- 3 N 22'47 00 ' W 46.36' ~ ~ ~ G L 14 N 32°UO 21 W 43.66 / v _ ~ ~ r ~ ~ B. 61. 20011, Pg. 1321 0 y L Iv N 1943 v3 E' 18.8 ~ / ~ ~ ~ ~ ~ 7 L 16 N173946 R' !i0 o $ ~ a ~ L-17 N 15'20 41 W 13.36 ~ " ~1~~ L-[8 N UO'39 5I F' 2917x- r N e ~ ~ L-19 N 15' 47 W t3.:14~- ~ I ~i Lot B ~ I b ~ L-20 N 86'U8 4~ h' 3.09- ~ 100' NPUSe Rirer o Wetlands Lim1t L 21 S 00.39 al W 8.13 Riparian Buffer Dell on 11. Holt L-22 N 86"OB 42 E 4.47 Measured 50' each L-20 -L-22 D. B. 3633, Pg. 017 L-23 S 15"20 41 E 8.83 way from the bank L-2J L-24 S 03'1958 E 60.06 ~ ~ of stream -L-23 S 89'20'09'E q B. Al. 1905, Pg. 2267 VICINITY MAP ~ L-25 S 03"1958 E 41.98 L-19-- CP v Not to Scale ~ ~ Lot 8 L-18-~ L-1 270.36' L-26 S 88'40 02 W 8.00 ° Wetlands Limit a L-27 N 03"!9 58 W 42.38' ~ o ~ 2¢ s . ft. L-17 --L-2 LEGEND: L-28 N 03"19 58 W 60.13 ( q ~ _ --L-3 o L I8 Lines Surveyed TP Telepphone Pedestal ~ L-15- L-4 - - - Lines Not Surve red dIH Alanhole Lot 7 OI O Ri ht, of R'ay Lines Trans. Electric Trqusformer Weth~uds Lima EIP EIS Ez stin Irvn Pi e or Stake WM Water Meter 1,974 sq. ft.J g ~ ( EC~1 Existin Concrete Monument Esmt. Easement g 3 EPX Exciting P.K. Nail R W Right-of-Ray Q p S P.K. Nail Set L Centerline 8 ~A PK / ~ O o n ISS Iron Stake Set P.C. Plat Cabinet CSS Cotton Spindle Set D.B. Deed Bonk 1.5'?.2 Acres ~ RRS Railroad Spike b1.B. bla Rook ~ ~ r r ti P ~ rn ~ rn ° 3 5 ELS Existing Lightwood Stake B.M. Book of Maps ~ PP Power Pole PIN Parcel Identifier o, ~ w t LP Light Pole Numbex ~ N Q B. M. 1906, Pg. 2056 OHE Overhead Electric Lines Ac. Acres o ~ 1.351 Acres CP Computed Point Sq. Ft. square feet ~ I ~---L-7 ~ y 9 ~1. NAD 27 North American Datum of 1927 s°o ~ ~s~ NAD 83 North American Datum of 1983 L 6e}I~'• ~ I ~~~o u N.C,G.S. North Carolina Geodetic Survey CP ~ ~ 6~@1 j311] y I ~ f •s • ~ q64 j301] (102.15') J~ NOTES: s. ~ ,Q /1 .34'36"%) 02.15) * Iron Stakes set at all ro ert corners ii `59y~ ~ ~ ~s 80 , 40' p p y ~ 9 ~ ~ 102 102. 40' g~~ - - unless noted otherwise. Cp ~ y~'t / i i (124.78') L 425, 00' CP 428.00' CP * Areas determined by coordinate method. ~ ` ~ ~ C_ g 8391'01 ) R * ~ 133.5 ' 1 ( 0' AI] distances/dimensions are Horizontal ~g _ 1 22.39' L 125, 4 CP ground distances unless otherwise indicated. I Cp N 86'3834"W 155.90'(Total .365.00 ~ C.' Cp I I R Leagal] Ul'1 ~~e at e d ) North Carolina ~ EXt, ~ ~ d~c Horn un y ~ 1 _ ~ Roadway ~ ~ W (Pu b - letlands Limit ~ ~ 80 R~ I, Thomas Lester Stanch, certify that this plat was drawn under my supervision from (an actual survey made under my supervision) _ _ ~ (481 sq. ft.~ (deed description recorded in Book _ ~s Page _Ret._, etc.) (other), \ that the ratio of precision as calculated by latitudes and departures v es \ is 10,000+, that the boundaries not cur eyed ar hown as broken I I ~ C_2 , o lines plotted from information found in Book _~s__, Page Shawn.; \ that this plat was prepared in accordance with C. S. 47-30 as II B. M 1957, Pg. 53 e e . ff"t ess on anal si not re re fstration number and seal I I am nd d i n my g g u g ~ this the ,~7 t~ day of Ju~___, A.D. 2001. ( \ ~ / 1 ~ Permanent Construction t Construction °pppp00ppg°0° ~ Donald Ray Mason & 20' Draina a Easement nage Easement o°° CA °oo ( I Wetlands Limit / g o° RO oo - _ J o~ l f oo Surve or ? (337 sq, fit.) L 26 0 0 .•E5S1•. ~o y I I ~ 0 o o 'S .Q~ . 9 o L-1512 o ~ o SEAL ; Registration Number a S L-1512 o o Donald Ray Mason or3 •y 0 • o° I hereby certify that this surrey is U. B. 1475, Pk'. 577 0 of o of another category, such as the ooh ••.•SUR`1,:~ fi o° recombination of existing parcels, a Curve Radius Length Chord Chord Bear. D, B. 1496, Pg. 286 o~ k`b oo division of heirs, a court ordered °ooa5 ~ 5 po° survey or other exception to the C-1 365.00 8.01 8.01 N 8958 02 t1' o°° Leste pp0 defini ' of sub 'vis' n. NOTE: °°apppuucoo C-2 425.00 8.01' 8.01 S 89'3326 R' Retail Development of this property _ ~ • homas Lester Stanch, .L.S. will require a unity of development plan be approved by the Planning Director prior to issuance of permits. FEMA FLOOD IIAZARD STATEMENT Lots shown on this plat are not located within the FEb1A 100 year flood Hazard Area as shown on FEMA map No. 3718.3 C 0533 E Effective Date: Alarch 3, 1992. REFERENCE: DEED BOOK 5636, PAGE 777 DEED BOOK 7474, PAGE 836 BOOK OF MAPS 1,985, PAGE 2129 BOOK OF MAPS 1995, PAGE 679 ~~Yetlands ~oca~iol~ For BOOK OF MAPS 2000, PAGE 1321 BOOK OF MAPS 2000, PAGE 1606 Rerislons: Survey For; STANCIL & ASSOCIATES.1 Registered Land Surveyor, P.A. _ _ L'. 08 DI 01 1 ar nVes men , n 3427 Patterson Ave., t~inston Salem, NC 27105 98 East Depot Street, P. 0. Box 730, Angier, N.C. 27501 b Phone: 919-639-2133 Fax: 919-639-2602 ~ TO?YNSHIP: ST. MARY'S COUNTY: tfAhE DATE. 07-27-01 SURVEYED BY: FIELD BOOK ~jj FB-35-C-38 u 30 o so STATE: NORTH CAROLINA SCALE: I" = 60' DRAWN BY.• JMT DRATING FILE NO. Ilorizoutal Seale ZONE: I-1&R-10 PARCEL NCIMBER: 1702-40-9254 & 1702-50-2127 ?-50-2127 CHECKED & CLOSURE BY.- L yYSM-.1414 -B Ie iYetlands Courses - - - ~ Tryon Ra. a Course Bearing Distance 5 / 1370 Site a zsaa L-1 S 89°20 09 R 6.89 / ~ ~ m o L-2 S 15"20 41 L' 16.08 B. D1. 2000, Pg. 1321 / i - ~A ~ L-3 S 1T3940" E 19.62 /cP S 89°05'50 E cP Wy A Po o L-4 S 19°43 53 Pr" 17.68 i - _ _ _ ~ a L-5 S 32°OU 21 " F,' 40.43 ~--,^'E~ 114.70' _ ~ / 1 57 / - -7 ti ~s3 L-6 S 22"47'00 F' 49.38 / 74`2 ~ ti, ~ ,q ~ ~ L-7 S 10°14 48 W 25.93 / N 24.62 / 6~ ~ / s - S 7'20 21 W 36.37 ~ / / e ~ 4~ 3 L_8 0 ~ a~ / w o L 9 S 03°19'58 Is' 41.57 , Cp ~ ~ ~ ~ ~ w~ L-10 N 03°19 58 N' 41.85 / eta / a~ / _ 7. / 20 Private , ;ti~co r`I L I1 N 07°20 21 I' 3 32 , ~ ~ S .7s - - ~ 4 ~ L-12 N 1014 48 E 23 / L-13 N 2247 00 A 46.36 ~ / / / ~ L-14 N 32'00 21 N" 43.66 ~ / ~ N. M. 2000, Pg. 1321 L-15 N 19'43 53 I' 18.85 / / ~ ~ MM y i ~ x L-16 N 17°39 40' II' 17.07 _ _ ~ / °o N a ~ ~ L-17 N 15°20 41 N' 13.36 / ~ ~ ~ti ~ L-18 N 00'39 51 F.' 4.98 / / N ~ o I Lof 6 d L-19 N 15°20 41 13.34 / o Wetlands Limit L-20 N 86°08 42 E 3.69 r 100' Neuse River I ~r ~(4q sq. ft.) Dell on H. Holt ro D. B. 3633, Pg. 817 L-21 S 00 39 51 W 8.13' Riparian Buffer L-22 N 06'08 42 E 4.47 Measured 50' each L_20 L-22 B. Al. 1985, Pg. 2267 _ ,83 way from the bank L-2~ L 23 S 15°20 41 E 8 q L-24 S 03°19 58 E 00.06 / ~ of stream t- - L-23 S 89'20'09"E VICINITY MAP ~ - °1958 E 41.98 0~ ' L 270.36' CP ~ L 25 S 03 Lot B L 18 L-1 Not to Scale L-26 S 86'40 02 W 8.00 ~ ° Wetlands Limit L-17 L-2 L-27 N 03°19 58 W 42.38 ~ o ~ (24 sq. ft.) LEGEND: L-28 N 03°1958 W 00.13 0 L-16-' `L-3 ve ed TP Tele hone Pedestal ~ L-15 L-4 Lines Sur y Lot 7 OI - - - ve ed MH Manhole >1'etlands Limit Lines Not Sur y Right of }Y'ay Lines Trans. Electric Transformer ~ x(1,974 sq. ft.) EIP EIS Extsting Iron Pipe or Stake WM Water Meter EC Existin Concrete Monument Esmt. Easement g Q EPK Exciting P.K. Nail R W Right-of-Way U O O ~ PKS F.K. Nail Set /L Centerline ISS Iron Stake Set P.C. Plat Cabinet 1.922 Acres P ~ CS.S Cotton S indle Set D.B. Deed Book ~ " r r RRS Railroad Spike hI.B. Map Book ~ ~ ~ p ~ ~ ~ ELS Existin Lightwood Stake B.M. Book of Ma .s V Power Pole PIN Parcel Identifier ~ PP v~ N B. M. 1986, Pg. 2058 q LP Light Pole Number o ti 1.351 Acres OHE Overhead Electric Litres Ac. Acres ' t S. Ft. s uare feet ~ I L-7 CP Computed Potn q 9 ~ ~ ~ ~ ~s sib ~ ti ~ , NAD 27 North American Daturn of 1927 L ~ ass m f / ~ h NAD 83 North American Datum of 1983 ~ °s'~qa 311 I I e CP CP r J ~ 6,.~1 j ] v N.C.G.S. North Carolina Geodetic Survey ~s 6 j301] (102.15~),~, a ~ ~ ) (102.1 s' c9. `~~q~, / S 80 34'36 NOTES: h~ / f , 102, 40 80'34 r~ 102. 40' R~ - - • es set at all ro ert corners ti.9 / Iron Stak P p y Cp y h / ~ (124.78') L 425. p0, z 425.00 CP unless noted otherwise. / ~ S 8g91'Ol"~) R ' Areas determined by coordinate method. ~ 133.51' / C-1 ( , 40~ CP All distances dimensions are Horizontal ~',5' 22.39' L ' 125 0' / ound distances unless otherwise indicated. I CP N 86'3834"!f 155.90 (Total Cp Cp R m 365° 0 gr I I Lea a'aIl ' ~ ~ at e d ) ed) _ t, Ilse EXt. ~ w edlc ~ ~ ~ ~ ~ • c D Korth Carolina Aarnett County / Roadwaq ~ y / Publ1 - - 1160 R/~ Wetlands IJmrt I, Thomas Lester Stancil, certify that this plat was drawn under ~ (481 sq. It.) my supervision from (an actual survey made under my supervision) - - dred description recorded in Book _ a_s__, Page _Re[_, etc.) (other), ~ that the ratio of precision as calculated 6y latitudes and departures ( \ I O 's 10 000+ that the 6ottndartes not stuveyed are shown as broken I C-2 t 1 ook s Pa e shtttfn.; \ ~ lines plotted from information found m B g I I I B. M. 1957, Pg. 53 that this plat was prepared in accordance w4th G. S. 47-30 as I amended. R3tness my original signature, registration number and seal this the ~7 tl~. day of Ju~__, A.D. 2001. I ~ J L Permanent Construct; tent Construction 1 Donald Ray Mason & 20' Dt•ainage Easem °°°°p°~~AgQOp I I Wetlands Limit rainage Easement °o°° ~ CARQ o000 x/(337 sq. ft.) L-26 o° ~ if oo Surve or o°'~ ~ 0~E IQ~•: °o - 512 ~ I4, 9• ° L 1 - o SEAL o Registration Number Donald Ra T Mason L-1512 3 ° a' a: ~ ° ! hereb certif that this survey is D. B. 1475, Pg. 577 D. B. 1496, Pg. 286 o '"'4 of another category, such as the o~ ~ • ~'o existin arcels a adius Len th Chord Chord Bear. 000 SURQ a~o° recombination of g p Curve R g NOTE: o~ o division of heirs, a court ordered °o a5 5 0° survey or other exception to the C-1 365.00 8.01 8.01 N 89"58 02 N' 0000 Lester defini ' of sub 'vis'an. C-2 425.00 8.01 8.01 S 89°33 26' Fl' °Qaoaoua°6° Retail Development of this property { ~ , will require a unity of development plan be approved by the Planning homas Lester Stancil, .L.S• Director prior to issuance of permits. FEMA FLOOD HAZARD STATEMENT Lots shorvn on this plat are not located trithin the FEMA 100 year Flood Hazard Axea as shown on FEMA map No. 37183 C 0533 E REFERENCE: Effective Date: March 3, 1992• DEED BOOK 5636, PAGE 777 DEED BOOK 7474, PAGE 836 BOOK OF MAPS 1985, PAGE 2129 BOOK OF MAPS 1995, PAGE 679 BOOK OF MAPS 2000, PAGE 1321 ZYetIands Location For BOOK OF MAPS 2000, PAGE 1606 Survey For: Revisions: STANCIL & ASSO CIA TES, n ves men n c. 1 ar Registered Land Surveyor, P.A. 08-01-01 98 East Depot Street, P. 0. Box 730, Angier, N.C. 27501 3427 Patterson Ave., 11'inston Salem, NC 27105 05 Phone: 919-639-2133 Fax: 919-639-2602 TOiYNSIfIP: ST. MARY''S COUNTY.• WAhE E DATE: 07-27-01 SURVEYED BY.• FIELD BOOK t1ull FR-35-C-38 v ' 30 o so STATE: NORTH CAROLINA SCALE: 1 60' DRA JVN BY.• JMT DRAWING FILE NO. E ZUNE: I-1&R-10 PARCEL NUMBER: 1702-40-9254 & 1702-50-212. horizontal Seale (702-50-2127 CHECKED & CLOSURE BY. / j L FrSM-1414 -B v jYetlands Courses ^ . - Tryon ea. a Course Bearing Distance F / 1370 Site ~ ro zsaa L-1 S 89°20 09 E 6.89 / ~ ~ a L-2 S 15°20 "41 E 16.08 B. M. 2000, Pg. 1321 / _ _ w' ~ L-3 S 17:39'46 E 19.62' /p ° ,r ~ a Po o L-4 S 19 43'53 W 17.68 C S 89 05 00 E CP _ ~ ` _ - ` ~ ° L-5 S 32'0021 E 40.43 ~ ---,5~ E-" 114.70' ~s - ° 7 00 E 49.38 i 21 ~ ~ o ati 3B L 6 S 224 N 74 t• ~ .R a L-7 S 10"f4 48 W 25.93 ~ 124.62 / yfi a~ ~ / s} L-8 S 07'20 21 ' W 36.37 ~ / e q L-9 S 03`1958 E 41.57 ~ iCp , _ _ .~a~ / ~ a~ ~ o ~ o0 L-10 N 03°19 58 W 41.85 ~ 9i / a~ L-11 N Oi°20 21 E 37.32 20 Private ~ti b ~ O L-12 N 10'14 48 E 23.76' ~ - ^ /1 R i i t V ° L-13 N 22'47 00 W 46.36 i ~ / ~ ~~0 / L-14 N 32°00 21 W 43.66 , / ~ y L-15 N 19'43 53 E' 18.85 ~ ~ / ~ ~ / B. M. 2000, Pg. 1321 ~ ~ ~ L-16 N 17°39 46 R' 17.07 _ _ J/ ~o ~ ° rv a ~ L-17 N 15'2U 41 W 13.36 ( ~ " ~ti0 ~ L-18 N 00°39 51 E 4.98 ~ ~ °j o i I N an d L-19 N 15°20 41 W 13.34 i Lot B b L-20 N 86'08 42 E 3.69 100' Neuse River o Wetlands Limit r I x(47 sq. ft.) L-21 S 00'39 51 W 8.13 Riparian Duffer ro Dell on H. Holt L-22 N 86'08 42 E 4.47 Measured 50' each L-20 L-22 D. B. 3633, Pg. 817 L-23 S 15°2041 E 8.83 way from the bank L-21~ q B. M. 1985, Pg. 2267 L-24 S 03'1958' E 60.06 ~ ~ of stream i_-19 L-23 S 89°20'09"E VICINITY MAP ~ L-25 S 03°1958 E 41.98 M~ L CP Not to Seale I v, ~ Lot 8 L-18 L-1 270.36 L-26 S 88'40 02 W 8.00 ~ ° Wetlands Limit L-17 L-2 L-27 N 03°19 58 W 42.38 ~ o ? 24 s , ft.) L-28 N 03°19 58 W 60.13 °j ( q L-3 LEGEND: o L-1 s Lines Surveyed TP Telephone Pedestal ~ L-15 L-4 - - - lanes Not Surve °ed MH Manhole Lot 7 °I Ri ht of N'ay Lines Trans. Electric Transforrner Wetlands Limit g r" EIP EIS Existing Iron Pi e or Stake WM Water Meter ~ ~ ?(1,974 sq. ft.) p s t. asement ~ ~ EC f Existtn Concrete Monument E m E g EPK Exsiting P.X. Nail R W Right-of-Way 8 ° O O n PKS P.K. Nail Set /L Centerline ~ ISS Iron Stake Set P. C. Plat Cabinet M p CSS Cotton Spindle Set D.$. Deed Book 1.922 Acres ~ , r RRS Railroad Spike M.B. Map Book ~ r ELS Existing Lightwood Stake B.M. Book of Maps ~ ry PP Power Yole Parcel Identifier ~ i ~ r PIN ~ ~ LP la'ght Pole Number o ~ 1.351 Acres q B. M. 1986, Pg. 2056 OHE Overhead Electric Lines Ac. Acres o CP Coon uted Point S . Ft. s ware feet ~ i L-7 P q 9 cc RS 9 y NAD 27 North American Datum of 1927 s~ o ~ 6oe, ~ ~ NAD 83 North American Datum of 1983 L ` r ~ ~ A• ` e>. a.. / i I ~ o CP t o 'na Geodetic Surve CP ,per }f / ~J 6,~1 (311] y s~~ r N.C.G.S. Nor h Cax lr y s ~ 96^ ~ ~ 1301] ( 15) J< NOTES: s ~ ,a toz. 0 ,l ~ S 8U•34 38 , " Iron Stakes set at all property corners ~i `~gb ~ ( 102.40 ~ , ~ , 30'34,36 1y) J 102.40 R, - - unless noted otherwise. CP ~ y2~' ~ , (124.78) L 425.00 Ci 425. 00 CP ' Areas determined by coordinate method. ~ ` ~ ~ G_I g Bg31'01~~) R 139.51 ( 0~ `All distances/dimensions are Horizontal 22.39 _ 125.4 CP ' L ground distances unless otherwise indicated. I s' Cp N 86'3834"W 155.90' Total c 365. 00 ~ ( CP Cp R II Leato'an Drive at e d - .~'X t. o ~ d 1 c NortL Carolina ~ ~r I I ~ D E Harnett County / Roadway a ~ Pu b i i c - 60 R~ ~ . Wetlands Limit I I 1, Thomas Lester Stancil, certify that this plat was drawn under m su ervisivn from (an actual survey made under my supervision) _ (481 sq. ft.) y P (deed description recorded in Dook _ a_s__, Page _Ref._, etc.) (other), ~ ' 1 that the ratio of precision as calculated by latitudes and departures \ I is 1: 10,000+, that the boundaries not surveyed are shown as broken I O lines lotted from information found m Book _~s ,Page ahawn; ~ ~ ~C-2 P ~I I~ B. M. 1957, Pg. 53 that this plat was prepared in accordance with G. 5. 47-30 as amended. Witness m on final si nature, re istration number and seal \ this the ~7 tlZ dayyof g _ Jul A.D. 2001. ~ ~ ~ J 1 Permanent Constructior. it Construction 9ppOppppeo , Donald Ray Mason & 20' Draina a Easemen oo° ~Op I ~ Wetlands Limit g inage Easement ~ CARD 0°0 / 337 s . ft. L-26 o o lr o Surve or ~ ( 9 ) o , o y I 00 0~ ~ESSIO.,•rG~ o0 o ~1r :'Y °o L-1512 o . q • o - o ; SEAL ~ ; Registration Number ' o : L-1512 4 Donald Ray Mason o r~ ~ ~ ;r o° 1 hereby certify that this survey is D. B, 1475, Pg. 577 pry f ~ o of another category, such as the D. B. 1496, P . 286 000 •.•sURQ•.• ~~oo recombination of existing parcels, a Curve Radius Length Chord Chord Bear. g oo~ oo division of heirs, a court ordered oo`4S ~ 5 po survey or other exception to the C-1 365.00 8.01 8.01 N 89"58'02 i1' , 00o Leste o0o definit' of sub 'r7s' n. C-2 425.00 8.01 8.01 S 89°33 26 Il' NOTE: ~pppppODe09 Retail Development of this property homas Lester Stancil, .L.S, will require a unity of development plan be approved by the Planning Director prior to issuance of permits. FEMA FLOOD HAZARD STATEMENT Lots shown on this plat are not located within the FEMA 100 year Flood Ifazard Area as shown on FERIA map No. 37183 C 0533 E Effective Date: March 3, 1992. REFERENCE: DEED BOOK 5636, PAGE 777 DEED BOOK 7474, PAGE 836 BOOK OF MAPS 1985, PAGE 2129 BOOK OF MAPS 1995, PAGE 679 BOOK OF MAPS 2000, PAGE 1321 Wetla~ids Location For BOOK OF MAPS 2000, PAGE 1606 Survey For: Revisions: STANCIL & ASSO CIA TES, en nc. 08-O1-01 1 ar n yes m , Registered Land Surveyor, P.A. + 98 East Depot Street, P. 0. Box 730, Angier, N.C. 27501 3427 Patterson Ave., Winston Salem, NC 27105 Phone: 919-639-2133 Fax: 919-639-2602 4L TO?YNSHIP: ST. MARY'S COUNTY: HAKE DATE: 07-27-01 SURVEYED BY: FIELD BOOK U 30 o so STATE: NORTH CAROLINA FB-35-C-38 v SCALE: I" = 60' DRAWN BY.• JMT DRAWING FILE NO. 6 L jYSM ?2-50-2127 CHECKED & CLOSURE BY. -1414 -B horizontal Scale 7,ONE: I-1&R-10 PARCEL NUMBER: 1702-40-9254 & 1702-50-2127 v Wetlands Courses ! _ J _ Tryon Rd. q Course Bearing Distance 5 ~ 1370 Site ~ a zssa L-1 S 89"20.09' E 6.89 ~ ~ . o L-2 S 15'20 41 E 16.08 ~ B. M. 2000, F 132.1 ~ _ w' SQ ~ L-3 S 17"39 46 E 19.62 g' ~ L 4 S 19"43'53 W 17.68 S 89°05'50 E CP w ~ ~ L-5 S 32°0021" E 40.43 ~ ~---,y7 114,70' _ ti ' ` ` oti `~~'O L-8 S 22'47 OU E 49.3B i 2 t ~ ~ y _ --r- N 7 2 ti. ,a ~ L 7 S 10'14 4B W 25.93 ~ 14.6 ~ y~+ ti ~ L-8 S 07'20 21 W 36.37 ~ ~ / ~ 4~ so / e q L-9 S 03`19 58 E 41.57 ~ Cp ` ^ _ ~ , ~a~ / ~ L-70 N 03°19 5B 41.85 ~1 ~ O~ 4D L I1 N 07°2021 ' E 37.32 20 Prtvat ~ 4~ L 12 N !0'14 48 E 23.76 - - - 4 ~l ~ L-13 N 22'47 00 W' 46.36 , ~ / ~ ~ 6 L-14 N 32°OU 21 W 43.66 ~ ~ . C\2 ~ L-15 N 19'43 53 E 8. 5 ~ ~ ~ ~ t ~ - 1 8 ~ ~ ~ ~ ~ B. , f. 2000, Pg. 1321 ~ ~ ~ Z L 16 N 17°39 46 W 17.07 / O ~ 0 o ~ ~ g ~ L-17 N 15'20 41 W 13.36 _ ° ~ ~ t+j ~ i ~ ~ N o L-18 N DO'39 51 ' E 4.98 ~ ~ N V I b L-19 N 15"20 41 W 13.34 I Lot 6 L-20 N 86'0842 E 3.69 ~ 100' a se R've o Wetlands Limit L-2 r N u ~ r y, 1 5003951 W 8.13 R'a' 8fe I (47s. ft.J tprtan.ufr ? q ro Dell on H. Holt L_22 N 86'08 42' E 4.47 Measuxed 50' each L_2D L-22 L 23 S 15"20 41 E 8.B3 why from the bank L-2J D. B. 3633, Pg. 817 VICINITY MAP L-z4 S 03°19 58 E so.os ~ ~ of stream L. - ~-z3 q B. bf. 1985, Pg. 2267 ~ L-25 S 03"19 5B E 41.98 ~ , L-19 S 89'20'09'E Not to Scale L-28 S 86'4002 W 8.00' ~ o Lot 8 L-18 L-1 270.36 CP r L-27 N 03°19 58 W 42.38' ~ m Wetlands Limit L-17 -L-2 LEGEND: L-2B N 03'19 58 W 60.13 ~ r°a ? f24 sq. ft.) ~ L-!ti L-3 Lines Surveyed TP Telephone Pedestal ~ - - - Lines Not Surveyed MII Manhole L-15 -L-4 Lot 7 OI S Right of say Lines Trans. Electric Transformer Wetlands Limit EIP EI Ext tang Iron Ptpe or Stake WM Water Meter O EC Existing Concrete Monument Esmt. Easement ~ ~ ?(1,974 sq. ft.J EPS Exsiting P.X. Nail R W Right-of-Way o PK P.K 1~atl Set /L Centerline 8 O O ~ ISS Iron Stake Set F.C. Plat Cabinet ~ CSS Cotton Spindle Set D,B. Deed Book 1.922 Acres ~ RRS Railroad Spike M.B. Afap Book ~ ~ r, ~ ELS Existing Lightwood Stake B.M. Book of Ma s PP Power Nole pp ~ ~ ~ PIN Parcelldentifier ~ w ~ ~ f LP Light Pole Number ~ ~ OHE Overhead Electric I,~'nes Ac. Acres o 1.351 Acres Q B. M. 1986, Pg. 2058 CP Computed Point Sq. Ft. square feet ~ -•-L-7 ~ t e7 U NAD 27 North American Datum of 1927 sso ~ ~s C\\ NAD 83 North American Datum of 1983 L ~~~se er ~ N.C.G.S. North Carolina Geodetic Survey CP ~r~yJ 'J 6 1 (311] / t t °w,~s CP ~°s 6~~ " 301 le') x~~r~,~ NOTES: s. 9,0 ~ (!oz 34'311 1 J h • Iron Stakes set at all ro err corners ~ r~~59'~ / 80'3436 R) J ~ unless noted otherwise. b A / ~ 1 102. 40' R.~ - - 'Areas determined b coordinate method. CP b~ l~ / (124'76) L 425.00' CP 425.00 CP All distances d' a s'o s e I ` / / C-1 (S 6531'61 •w) R ' / tin n t n ar Horizontal 13351 zz 5 4p' CP ground distances unless otherwise indicated. 5 CP 88'38'34 "W 15 39 L 12 0' 5.90 (Total = 65. 0 CP Cp ~ R 3 II Lea~'an Dr1Ve ed) North Carolina , _ Ext. ~ i c at Barnett County _ Icy _ Red _ ~ RoadRa.Y ~ , Pu b ~ 1 ~ I Thomas Lester Stanch certif that 's 1 t was We vI 160 R/„ , y tht p a drawn under Hands Lrlnlt my supervision from (an actual survey made under my supervision) _ ~ (481 sq. ft.) (deed description recorded in Dook _ ~s Page _Ref._, err..) (other), ~ - ~ that the ratio of precision as calculated by latitudes and departures is 1: 10,000+, that the boundaries not surve ed are shown as broken \ y I " es e I I - !m plott d from information found in Dook _~s ,Page ~houn; \ ~ C 2 O that this plat was prepared in accordance with C. S. 47-30 as ~I I~ amended. Ritness my original signature„ re istration number and seal I I B. M. 1957, Pg. 53 g \ this the ~7 tll. da of Jul A.D. 2001. Y I 1 I \ , pauoooou° ~ Donald Ra aso L J Permanent Construction Construction o°o~ °00o y M n & 20' o CA.j~ o I I Wetlands Limit Drainage Easement tge Easement o~ of oo - - oo°~~'•,•••~s ••,•1 °oo Surveyor f {337 sq. ft,) L-26 o° r~ ~ ~ °o L-1512 ° ' Q SEAL Registration Number o S L-1512 Donald Ray Mason o ~i ^r o° I hereby certify that this survey is oaf ~ o of another category, such as the U. B. 1475, Pg. 577 ° 0 SUg~1 o recombination of extsting parcels, a °oo+l ~`b o~ division of heirs, a court ordered Cutve Radius Length Chord Chord Bea:. D. B. 1496, Pg. 286 00o S ~ 5 poi survey or other exception to the C-1 385.00 8.01 8.01 N 89°58 02 IY o° LeSte p04 defini ' ~ of sub 'vis'an. °OOOOOUOB99 C-2 425.00 8.01 8.0! S 89°33 28 W NOTE: Retail Development of this property homes Lester Stencil, ,L.S, will require a unity of development plan be approved by the Planning Director prior to issuance of permits. FEMA FLDOD HAZARD STATEMENT Lots shown on this plat are not located within the FERIA 100 year Flood Hazard Area as shown on FEhfA map No. 37183 C 0533E Effective Date: March 3, 1992. REFERENCE: DEED BOOK 5636, PAGE 777 DEED BOOK 7474, PAGE 836 BOOK OF MAPS 1985, PAGE 2129 BOOK OF MAPS 1995, PAGE 679 jYetlands Location For BOOK OF MAPS 2000, PAGE 1321 BOOK OF MAPS 2000, PAGE 1606 Revisions: Survey For: STANCIL & ASSO CIA TES, os-ot-01 1 ar n ves men , n c. Registered Land Surveyor, P.A. 98 East Depot Street, P. 0. Box 730, Angier, N.C. 27501 3427 Patterson Ave., Winston Salem, NC 27105 Phone: 919-639-2133 Fax: 919-639-2602 TOiYNSHIP: ST. MARY'S COUNTY: WAKE Dr DATE: 07-27-01 SURVEYED BY. FIELD BOOK U° 30 o so STATE: NORTH CAROLINA SC FB-35-C-38 SCALE. I" = 60' DRAIrN BY - JMT DRAWING FILE NO. Horizontal scale ZONE: 1-1&R-10 PARCEL NUMBER: 1702-40-9254 & 1702-50-2127 50-2127 CHECKED & CLOSURE BY. LTVSM-1414-B 1Yetlands Courses _ _ _ ~ _ Tryon sd. a Course Bearing Distance 5 / 1370 Site* ~ b 2884 L-! S 89°20 09 E 6.89 / a , o L-2 S 15°20 41 E 16.08 B. M. 2000, Pg. 1321 / _ ~ L-3 S 17^39 46 E 19.62 / ,f - 17` A ~ o L-4 5 19 43'53 W 17.08 CP S 89 05 50'$ CP ~,°j ~ ~ L-5 S 32°00'21 ' E 40.43 114.70' - ~ _ ti ~sa L-6 S 22°4700 E 49,38 i ~ ~°21 57 ~ ~ ~ ro~ 0 o N 7 i. ~ .a ~ L-7 S 10'14 48 W 25,93 124.62 / 9fi ~ti ~ L 8 S 07'20 21 W 36.37 ~ / e q ~ L-9 S 03`19'58 E 41.57 -~Cp ` - - ~ .~a~ / ~ ~ a~ / w L-!0 N 03°1958 W 41.85 i 9i / n~ / L-I1 N 07°2021 E 37.32 ~ 20 Private ti b~o _ . ~ / ~ L 12 N 1014 48 E 23.76 ~ - - /J 4 ° L-13 N 224700 W 46.36 ~ ~ ~ 4!V~Q~ L 14 N 32°UO 21 W 3.66 4 / L-15 N 19'43 53 ' E' ~ ~ g B. A1. 2000, Pg. 1321 O 18.85 f / ~ o ~ ~ o ~ L-16 N 17°39 46 W 17.07 ~ ~ t+~ a ~ - ~ o ~ ~ g L 17 N 15'20 41 W 13.36 ~ ~ ~ " ~ti o L-I8 N 00'39 51' E 4.98 ~ ~ q N d ~ L-19 N 15°20 41 19.34 ~ ~ Lot 6 L-20 N 86'08 42 E 3.69 ~ o Wetlands Limit r 100 Neuse Ricer y, Dell on H. Holt ro L-21 S 00°39 51 W 8.13' ~ x(47 sq. ft.J Rtpartan Buffer L-22 N 86'08 42 E 4.47 Measured 50' each L_20 L-22 D. B. 3633, Pg. 817 L-23 S 15°20 41 E 8.83 way from the bank L-21~ q B. M. 1985, Pg. 2267 VICINITY MAP L-24 S 03°1958 E 60,06 / ~ of stream L_ - L-23 5' 89'20'09'E L-25 S 0319 58 E 41.98 ~ , L-19 CP M Not to Scale L-26 S 86'40 02 W 8.00 ~ o Lof. 8 L-18 L-1 270.36' L-27 N 03'19 58 W 42.38 M m Wetlands Limit L-17 L-2 LEGEND: L-ze N 03°19 58 W i+~ ~ ~ (24 sg. ft.) 00,13 o L-16 L-3 Lt'nes Surveyed TP Telephone Pedestal ~ L-15- L-4 of - - - lanes Not Surve ed MH Manhole Lot 7 Ri ht of 0'ay Li es Trans. Electric Transformer Wetlands Limit EIP EIS Extstin Iron Pi e or Stake WM Water Meter ~ s . ft. EC Existing Concrete Monument Esmt. Easement ~ x(1,974 q ) g ~ ~ EPK Exsiting P.K Nail R W Right-of-Way ~ Qp p O O ~ PKS P.K. Earl Set L Centerline U ~ ISS Iron Stake Set P.C. Plat Cabinet ~ CSS Cotton Spindle Set D.B. Deed Book 1.9.22 Acres RRS Railroad Spike M.B. bfap Book ~ N ~ r ~ ti o ~ rn ELS Existin Lightwood Stake B.bL Book of Maps a PP Pgwer ~ole PIN Parcel Identifier w o ~ f LP Light Pole Number ~ ~ B. M. 1966, Pg. 2056 q OHE Overhead Electric IJnos Ac. Acres o ti 1.351 Acres CP Computed Point Sq. Ft. square feet t L-7 Q ~ y v ~ NAD 27 North American Datum of 1927 (so ~ ti NAD B3 North American Datum of .1983 L . she r~,, / i ~o ~~~o CP NC.G.S. North Carolina Geodetic Survey CP k~ ~f yJ 6,,~1 (311J ~ v t J s ~s cv a6~1 N (3~1 J (102.15') %A s ~ I NOTES: / 80'34 a6"~) J f 36.,x) J h ~ /ron Stakes set at all property corners i~ 'S'9h~ / (S , 102, 40' / ~ ~ ~ unless noted otherwise. Cp y h~~ / ~ ~ (124,78) L 425 p0' Cp p2. 40' 25. 00 CP Areas determined by coordinate method. ~ ~ ` , / / C_1 S 8W91'Ol"~)~ R ' ces a s' s e t I 133.51 ( All dtstan /dtm n ton ar Horizon al A5. - 22.39, L ~ 125° 40 CP ground distances unless otherwise indicated. I Cp " 86"3834"W 155°90'(Tctat ~ - 305.00 CP CP I I R Lea~~~n Drzve ,area) Ext. ~ ~ d,~ North Carolina Harnett Count ~ - NI I~ ~ •c pe Y ~ Roadway ~ y (Pub 1 t Wetlands Limit ~ ~ 80 R/W f, Thomas Lester Stanch, certify that this plat was drawn under my supervision from (an actual survey made under my supervision) _ _ f (481 sq° ft.) (deed descriptt'on recorded In Book _ as page _Ref_, etc.) (other), ~ that the ratio of precision as calculated by latitudes and departures \ is 1: 10,000+, that the boundaries nof, surveyed are shown as broken I ~ ~ c-2 lines plotted from information found in Book _.~s Page ~hawa; ~ ~i O that this plat was prepared in accordance with G. S. 47-30 as II I~ e. R" ess ' i s' t o a 'st a se amend d ttn my ortgnal tgna ur , r gr ratton numb r and al ~ B. M. 1957, Pg. 53 this the 27 t6 day of ___~1u~-_, A.P. 2001. I \ 1 ~ LJ Permanent Construction o9paoouuuB°°° Donald Ray Mason & 20' Draina e Easement .onstruction o~ C oo ~ Wetlands Limit g 00o Z~ ARO °o° - ~e Easement o° 4' l f °o Surveyor f (337 sq. ft,) L-26 o0.'ESSI•.~a ~ 0 , o° :nn~~ ~y °o L-1512 C •Y ~ O • . O ° , SEAL ° Registration A'umber ° L-1512 i o o 4 Donald Ray Mason o r3 ~ ~ ^r o 1 hereby certify that this survey is o ~ ~ ; ~ o of another category, such as the D. B, 1475, Pg. 577 °oo~ '•.•SUR~,:~ ti`°o° recombination of existing parcels, a Curve Radius Length Chord Chord $eat'. D. B. 1496, Pg. 286 o°~ ~~°o division of heirs, a court ordered o°aS e~ 5 0o survey or other exception to the C-1 365.00 8.01 8.01 N 89°58'02 lY NOTE: Lest poo definit' of sub 'vis' n. C-2 425.00 8.01 8.01 S 8933'20 °°°uooooaao Retail Development of this property homas Lester Stanch, .L.S, will require a unity of development plan be approved by the Planning Director prior to issuance of permits. F'EMA FLOOD HAZARD STATEMENT Lots shown on this plat are not located within the FEbfA 100 year Flood hazard Area as shown on FEMA map No. 37183 C 0533 E REFERENCE: Effective Date: March 3, 1992. DEED BOOK 5636, PAGE 777 DEED BOOK 7474, PAGE 836 BOOK OF MAPS 1985, PAGE 2129 BOOK OF MAPS 1995, PAGE 679 BOOK OF MAPS 2000, PAGE 1321 Wetlands Location I'or BOOK OF MAPS 2000, PAGE 1606 Revisions: Survey For: STANCIL & ASSO CIA TES, nc. 08.01.01 1 ar n yes men , Registered Land Surveyor, P.A. + 3427 Patterson Ave., i~'inston Salem, NC 27105 98 East Depot Street, P. 0. Box 730, Angier, N.C. 27501 b Phone: 919-639-2133 Fax: 919-639-2602 + T0IYNSIiIP: ST. MARY'S COUNTY: 1~AkE' DA DATE: 07-27-01 SURVEYED B1. FIELD BOOK U FB-35-C-38 30 o so STATE: NORTH CAROLINA SC x SCALE: I" = 60' DRAFVN BY. JMT DRAWING FILE NO. E Horizontal scale 7,011'E: 1-1&R-10 PARCEL NUMBER: 1702-40-9254 & 1702-50-2127 50-2127 CHECKED & CLOSURE BY- ~ ~ ~ ~ L TVSM-1414 -B ~ Courses J {Yetlands ~ Course Bearing Distance 5 / 9yyon Rd. ~ '20 09 E 6.89 / L-1 S 89 / - 1370 Site ~ e 2884 L_2 S 15'20 41 E 16.08 B. D1. 2000, Pg. 1321 - ~ ° • o - S 1 T39 46 E 19.62 /CP S 89°85'50 E f CP - - - ~ L-3 W 17.68 - q ~ L 4 S 19'43 53 ~ 114.70 ~ Q~ N m o L-5 S 32'UO 21 E 40.43 ~ .21 y7 / ~ ~ ~ L-6 S 22'47'OU E 49.38 ~ N 74 62 ~ tit o ao s ~ 4. 5 ~ 38 -7 S 1014 48 W 2.93 ~ ~ 12 ~ a L .37 ~ / e s L-8 S 0T20 21 R~ 36 ~ ,nab ~ wo, . T--3~-- ~ - / I N o ti }o L-9 S 0319 58 L 41.57 , CP ~ - - iati ~ Am 41.85 i ~ 9 ti L-10 N 03'19 58 N' , 20 private / / _ 0T20 21 E' 37.32 4 L 11 N ~ /1 v ~ a L-12 N 10°14 48 E 23.76 i ~ / ~ o L-13 N 22'47'00' 8' 46.36 / II, ~1f, 2000, Pg. 1321 u O aj L-14 N 32°00 21 8' 43.66 / / ~ ~ ~ kf) r ,85 ~ ~ l ~ L-15 N 19°93 v3 E' 18 ~ ~ ti y °39 46 8" 17.07 - ~ ` V L-16 N 17 ~ ~ o ~ n L-17 N 15'20 41 W 13.36 ~ Lot 6 ° ~ 1° ~ ~ L-18 N 00"39 51 E' 4.98 i ~ ~ c Limit ° ~ n ~ti o Wetland Dellon 11. Holt N d ti L-19 N 15°20 41 W 13.34 i 100' Neuse River II ~ j(47 sq. ft.) n °08 42 L' 3.69 1 L-2U N 86 r Ri arian linffer D. B. 3633, Pg. 817 ti B. Al. 1985, Pg. 2267 L-21 S 00"39 51 R 8.13 p L-22 Measured 50' each L_20 m q - N 86°OB 42' h.' 4.47 bank L-2~ L 22 way from the CP N L-23 S 15"20 41 Is' 8.83 of strearx? L-23 S 89°20'09 E - 4 S 03°19 56 E 60.06 / ~ L-19 L 2 - t 8 L-1 270.36' VICINITY MAP ~ L-25 S 0319 58 h,' 41.98 ~ Lo L-18 ~ L-28 S 86'40 02 H' 8.00 ° `;'e.?aands Limit L-17 -L-2 Not to Scale ~ ~ "z4 s , ft,) L-27 N 03°19 58 N' 42.38 ~ • ~ q L-1 ti L-3 "I L-28 N 0319 58 N' 6U.13 0 Q LECEND: ~ L_15 L-4 Lot 7 ve ed TP Telephone Pedestal Wetlands Limit Lines Sur y g Manhole - - - 'nes Not Surveyed M ~ f (1,974 sq. ft.) -Right of Way Lines Trans. Electric Transformer ~ ~ ~ ~ Existin Iron Pi e or Stake WM Water Dieter ~ EIP EIS g ~ 'stin Concrete Monument Esmt. Easement v EC Ext g R W Ri ht-of-Way EPK Exsiting P.K. Nail Centerline t /L PKS P.K. Nail Se l,ft?2 Acres ~ ~ r r; ~i ISS Iron Stake Set P. C. Plat Cabinet ~ ° II- CSS Cotton Spindle Set D.B. Deed Book ~ ° r1 B. Af. 1986, Pg. 2058 q RRS Railroad Spike M.B. Map Book ~ ~ Existing Li htwood Stake B.M. Book of Maps M ~ ELS g Parcel Identifier pp Power Yole PIN o ~ 1.351 Acres LP Light Pole Number ° j L-7 OHE Overhead Electric Lines Ac. Acres ~ U ~ 1 ro) CP Computed Point Sq. Ft. square feet ~s 9 s , ~ ti CP L .~s~,o6' / I ~~~c NAD 27 North American Datum of 1927 `,'ayf~;~. 6 ~ (311] I 3017 15') r~ 536 of 1983 CP ~ / ~ ,,d+ y ~ I (102• , „ty) ~ NAD 83 North American Datum S 8034 38 °s'~ 04 102• 1,. ) / W N.C.G.S. North Carolina Geodetic Survey s. p, ~0 / / ( 102, 40' l 5 60 '-34 - - 102. 40 R~ 124.'8,) L 425.00 NOTES: ay / o ert corners Cp V 0 ~ / I I ( 'p! "R) R Z 425.00' CUP * Iron Stakes set at all pr p y ~ / (S 8391 un1 133.51 i 1 Fy, 40 CP - ess noted otherwise. / C-1 ethod. ~ ~ 22.39' L * Areas determined by coordinate m 86°38'34"W 155.90' Total R = 3h5. 0 * All distances/dimensions are Horizontal I CP ( CP CP 'cated. 1 I ` ed~ ground distances unless otherwise tndt cat ed) Lea,, ^n Drive Ext. ~ ~ edi D ~ N _ u b l i c th Carolina Roadway a a RAN ~ P Nor / tt 1160 Harnett County - Wetlands Lim amt under , _ ~ (481 sq. ft.) I, Thomas Lester Stencil, certify that this plat was dr O actual surve made under my supervision) my supervision from (an y \ , deed description recorded in Book _ ~s__, Page _Ref._, etc.) (other), C-2 that the ratio of precision as calculated by latitudes and departures \ ( ~ ~ t the boundaries not surveyed are shown as broken I, I N B. M. 1957, Pg. 53 is 1: 10,000+, the lines lotted from information found in Book _~s ,Page shlzwa! I \ P that thts plat was prepared in accordance with G. S~numberaand seal amended Y I I L. J Permanent Construct . {Fitness m original signature, registration rent Construction 7 t da of Tu~_, A.D. 2001. 1 onald Ra Mason & 20' Drainage Easen this the _ ~ y D y 7rainage Easement Wetlands Limit °°p0~0 0 0 0 00000 a~(337 sq. ft.) L-26 oo°° ~ CARO °°o - 00 ~`S lj °oo Surveyor o ~ ;~o : ~ a L-1512 t+ Mason ° h, a umber Donald R y o SEAL , a Registration N , o D. B. 147!, Pg. 577 ' L-1512 ;e" w I hereby certify that this survey is D. B. 149ti, Pg. 286 o'a '^"o of another category, such as the Curve Radius Length Chord Chord Beat', NOTE: °o~ Q~',~ U ~ recombination of emsting parcels, a 0°0 SUR~~,, ~fioo diti~sion of heirs, a court. ordered C-1 365.00 8.01 8.01 N 89"58'02 if Retail Development of this property °o~ oo e or other exce tion to the 8.01 8.01 S 89`33'26,_. W °°ds ~ ~J oo surv y P C-2 425.00 will require a unity of development 000 Lf'Ste °°o° defini ' "n of sub 'vis'gn. OOOOp0000° plan be approved by the Planning homes Lester Stanch, .L.S. Director prior to issuance of permits. FEMA FLOOD HAZARD STATEMENT hots shown on this plat are not located withi? the FEMA 100 year REFERENCE: Flood Hazard Area as shown on FEDfA map No. 37183 C 0533 E DEED BOOK 5636, PAGE 777 Effective Date: March 3, 1992. DEED BOOK 7474, PAGE 836 BOOK OF MAPS 1985, PAGE 2129 BOOK OF MAPS 1995, PAGE 679 BOOK OF MAPS 2000, PAGE 1321 s Location For Wetland BOOK OF MAPS 2000, PAGE 1606 Survey For: STANCIL & ASSO CIA TES, Revisions: ves men , n c. 1 ar n C. Registered Land Surveyor, P.A. oe-ol-ol NC 27105 3427 Patterson Ave., Winston Salem, 1105 98 East Depot Street, P. 0. Box 730, Angier, N.C. 27501 a Phone: 919-639-2133 Fax: 919-63..9-2602 FIELD BOOK d ST. MARY'S COUNTY: WAKE TOiYNSHIP: IKE DATE: 07-27-01 SURVEYED BI': 4j FB-35-C-38 ( SCALE. 1 60' DRAWN BY. JMT DRAWING FILE NO. E 30 0 6o STATE: NORTH CAROLINA 1702-50-2127 CHECKED & CLOSURE BY• /(I" LJVSM-1414-B M - - ARCEL NUM6ER: 1702-40-9254 & 1702-50-21 Horizontal Scale ZONE: 1 1&R 10 P