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Home My WebLink AboutNCC232188_Site Plan or Location Map_20230721 v �. ./ NOTES n S - AREAS COMPUTED BY COORDINATE CALCULATIONS. ,,fr �`-L� - NO GRID MONUMENT FOUND WITHIN 2000'. i+ 4 - COORDINATES SHOWN ON PLAT ARE HORIZONTAL COORDINATES • \ .,„�,,,,■ UNLESS STATED OTHERWISE. 25s8 ►rpp�t T - ALL DISTANCES SHOWN ARE HORIZONTAL UNLESS NOTED OTHERWISE. -17.39 SITE `++q�� - ALL RIGHTS-OF-WAY ARE PUBLIC UNLESS NOTED OTHERWISE. 18.62 01, L13 (1¢ , l V. - A PORTION OF THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD AREA ,�\ <7S 30,73 PANEL NO. 3720370200K DATED 4/16/2013. -� ;� S It*/ ��.� tk; - THIS PROPERTY IS LOCATED IN THE WS4-P PROTECTED (115 0 N. 43 o gyp• WATERSHED AREA. 6.83 \'� $ `n o" �si ss, '� T o, 42 s �M 44 s `T.9, \ - THIS PROPERTY IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS, - � /�� , RESTRICTIVE COVENANTS AND ORDINANCES. 20.60 Nes? F - Y 12 8 F \ \15. Yi , 8 r. v��-•= - A TITLE REPORT HAS ___ HAS NOT _X_ BEEN SUPPLIED FOR es' c14 28k1 >o`�19, Ij ----- THIS PROPERTY. co 41 0 0, s3� bilk - THERE IS A 5' UTILITY EASEMENT ALONG ALL PUBLIC AND PRIVATE RIGHTS-OF-WAY. / N ` 45 20.04Sr* CONTROL CORNER j ' IA� �` `__ - 25'x25' SITE DISTANCE TRIANGLES ARE REQUIRED AT ALL STREET INTERSECTIONS, AS N=727419.91 (7 Nag. U ,� r SHOWN, WITHIN THE CITY OF WILSON UNLESS OTHERWISE NOTED. E=2304608.43 11�°53 I �36 NO LOTS SHALL HAVE DIRECT DRIVE ACCESS ONTO EVOLVE DRIVE. $ °� / s7 ' LOCATION MAP 3q 83 �! o, '- / 2 58'l t'k C.J NO SCALE - WATER AND SEWER ON TARMAC ROAD & DELTA DRIVE (PRIVATE R/W) TO BE PRIVATE. e co N, 40 . 3 ., 46 e o �� / 20' LANDSCAPE EASEMENT - PHASE 1-A IS BEING TREATED AS A LOW-DENSITY DEVELOPMENT 2�9�1` m 1242s3 f / co . r3. / S�st22o3 ,yy (20' OFF PROPERTY LINE) UNTIL SUCH TIME AS ADDITIONAL DEVELOPMENT EXCEEDS TREATMENT sv 4', / m / w .._ .0�. 383p" V N=727537.42 LOT AREAS THRESHOLD. 6 �ry \ 39 w ,� QJ ^i h / 47 (17 L18 E=2305034.56 LOT NO. SQ.FT. AC. 4. In S� t09.28' / '. f- O 20 S� /7s.q' c,°j p 1 6,300 0.14 -t s383p•\ J h l 8383pM / O 2 6,132 0.14 SITE DATA C/ygRw 00 w � TOTAL AREA: 12.65 AC (550,986 SF) o `� 3 . G19 / 8 48 / q9 S 3 6,316224 0.14 AREA IN R/W: 3.07 AC (133,913 SF) M 9 e R QQ V L S ' 4 6,316 0.14 0 3•Do., o '`� C N"s 38 t6'. L ;:gr) 5 11,108 0.26 h 15 v G SC P 30-- �0 6 13,021 0.30 ZONE: RMX-CD o N1' 3830F// oo Gq1 N 63g3�(/C �� c�613233'E 7 9,006 0.21 MIN. BUILDING LINES: FRONT - 6'/25' (MAX) / 0 8.0 ' oe Fo 8 11,701 0.27 SIDE - 075' (IF DETATCHED) I �.\,� • 14 0 / ,� / 96 �, N=727417.80 9 6,550 0.15 ST SIDE - 6' N7838 / o N' 1 m Ssi'32'33'w E=2305145.43 o / G 10 5,508 0.13 REAR - 3' / c4 10-.00�e1 h o g / 193830E \ 81.08 L19 __T 11 5,508 o.13 /O i3 / `1 / 34 �25'x25' SIGHT 12 5,508 0.13 838' / $ " l N� TRIANGLE (TYP.) RBV 1158 LLC I 13 5,508 0.13 TOTAL No. OF LOTS: 29 LOTS N� P.T. 2 c> N/F RESIDENTIAL: 26 LOTS (196,690 SF) ;3 $ to8 30 F/ h 3 / s383ow COJ �, DB 2892 PG 263 14 5,508 0.13 N/F O +� 00' ^� Q h $ 127.1 e J ✓ M PB 43 PG 8 SCM LOT: 1 LOT (125,429 SF) RBV 1158 LLC 12 / . ^ Z. "� / 3 A ap PIN 3702-47-7219 15 5,676 0.13 DB 2892 PG 263 ry N� . O i) ZONE: RMX-CD TOWN HOME LOTS: 23 LOTS (50,578 SF) PB 43 PG 8 63830" / c$�o /„ .3 o ,� 3 (�� - 107 c� 39 7,274 0.17 I OPEN SPACE: 2 LOTS (44,376 SF) PIN 3702-47-7219 2 $ 1oe0o f l N _$ / t23oF 4, 40 7,243 0.17 ZONE: RMX-CD , / " h' / 9¢• it PIN NO 3702-47-7219 l 38 Pi CLUSTER MAILBOX :LI I 41 8;225 0.19 / Nis. 11 H 4 "' PARKING8, TOWNHOME 30• / / N) 2 OVERFLOWPARKING42 7,920 0.18 li 0 708•0 f / 4' o / 63830, 43 8,325 0.19 v� 0 / 1245 F SEE SHEET 2 OF S OF I /F 44 7,912 0.18 OWNER/DEVELOPER: RBV 1158 LLC r 10 / IIIII c�13 FOR BEARINGIJN3434 KILDAIRE FARM RD, STE 135 APPROX. LOCATION N�63830" l `4 0 5 zo' N TOWNHOMEELOTS DOCREYN LLC 45 12,546 0.29 7) DB 2743 PG 461 CARY, NC 27518 100-YR FLOOD LINE d 10g f / r' LANDSCAPE n I� 46 7,522 0.17 PIN 3702-47-9494 °0 EASEMENT o �, II ZONE: GC 47 6,632 0.15 cr M F 48 6,700 0.15 9 / as I ROP, 30' U �, i. 5'• N61'09'40'E 146.35' 49 6,s17 0.16 ZONE X RI rn �'' N49'45'31"EI I 89.35' �' 1 S61'09'40* 561'09'40"W 1 50.00 REFERENCES: DEED BOOK 2892 PAGE 263 cV 99.53' 1 c "' 1. TARMAC ROAD 25a28 C, o 105 125,429 2.88 o " 106 14,925 0.34 DEED BOOK 2743 PAGE 461 m \ `'� ti° °I/ ESM Q G^ C2 50' PRIVATE R/W L21 107 29,451 0.68 PLAT BOOK 43 PAGE 8 / 8 4), C23 Nsr09'40"E 260.61' - ZONE AE 3 a P 2~ // �� s' s' C3 c 0 115 2,610 0.06 Q -4 4,_ j IVIM d N o ,4i�, , -, 6 w 3 F 0 116 1,980 0.05 • o ° : 0 �Q Ws o g J * • 1 117 1,980 0.05 0 Cg 2^' 7 r_'a 0 :a a , In T , ;_ ;-.= `r O l d- Q. v i > ,p co R.N 6 118 1,980 0.05 / ! 17.09 Z L31 Q J� * 20.08 LLIz 1')^ - I N 0 119 1,980 0.05 LEGEND N5718'27"E 223.28' N67, 20.25 L30. ZY 116.48 50.38 t II. i 0 S 60 ,� 120 2,610 0.06 N/F 52'19"E' 24.12 -5 S57'02'37"W 224.00' S65 20� " �' 121 2,609 0.06 DOCREYN LLC 134. N59'S9'S2"E 5' 3 - 36 �' 257. 106 O EXISTING IRON PIPE DB 2743 PG 461 / 21' �s ;, N 23.27 w -- 53' L23 122 1,980 0.05 EXISTING IRON REBAR PIN 3702-47-9494 126.50' �' 13.79 -10 o s.2a 123 1,980 0.05 • NEW IRON PIPE ZONE: GC n SEWER PROP. 20' �'s 1.0 rn " ,0 L STORM N N 56.10 rn DRAIN 0 0.05 S65 24 35" 201 09' 125 2,6 124 10 0.06 0 COMPUTED POINT LINE ESMT. '� O Oi tV EASEMENT W -R,w- REGULATORY WETLANDS ci / J 2 N � 126 2,610 0.06 3 127 1,980 0.05 M / 105 ��i N/F DOCREYYN LLC 1281 1,980 0.05 If SCM LOT DOCREYN LLC DB 2743 PG 461 129 1,980 0.05 w DB 2743 PG 461 3 PIN 3702-47-9494 Ft o : PIN 3702-47-9494 ' W 130 1,980 0.05 CV o n O 0 ZONE: GC ui ZONE: GC er O Z N CD r0 d 131 2,609 0.06 Nco 71- 132 2,610 0.06 rOj ii N N 133 1,980 0.05 _..._ --�.__ z to / (A L._ -- 134 1,980 0.05 -,/ 161.03' C33 _ 1351 1,980 0.05 = f S53'13'31"W - 136 1,980 0.05 CONTROL CORNER1 C32137 2,610 0.06 N=726295.98 Li -- -- R/W 133,913 3.07 E=2304589.71 SR 1158 AIRPORT BLVD TOTAL 550,986 12.65 PUBLIC R/W MOTH VARIES .........1A11p1/,I/'/ i--'� �- `,•` \ . CARo "'- -- � -- _ $ ��ss/°N� �- - - 1 PROPERTY OF SEAL RBV 1158 LLC L-3788 = OWNER/DEVELOPER: '<y �-:.'�, RBV 1158 LLC =,�'��\o S10..• "c, 3434 KILDAIRE FARM RD qM "'BPS STE 135 FINAL PLA T -,;''11ji , '1``' 611A CARY, NC 27518 3131120Z3 PST L 4- , B AR TLETT ENGINEERING & SURVEYING, PC 1 15 8 PLACE --'' ,,,,,..-„,e,.,..„,,,,,,,„ 1906 NASH STREET NORTH TELE: (252) 399-0704 GRAPHIC SCALE WILSON, N.C. 27893-1726 FAX: (252) 399-0804 PHASE 1 -A `` License No. C-1551 www.bartletteng.com LEGEND 100 0 50 100 200 400 in ) LOTS 1 -15, 39-49, 105-107 & 115-137 O EXISTING IRON PIPE - Z .. i (a DATE: JAN. 2023 SURVEY BY: PROJECT: c; EXISTING IRON REBAR %y � C�' SCALE: 1" = 100' DRAWN BY: LR 21-407 CITY OF WILSON WILSON COUNTY O COMPUTED POINT FEET `�.� R��\� REVISIONS TRC COMMENTS 3-23-2023 CODE: WINCOM 1 inch 100 ft. F /NC Sc• SO DWG FILE: 21407FP1 NORTH CAROLINA ZONE: SR6 P;\__CADD\_LANDPROJECTS\WINCOM\21407\DWG\21407FP1.0WG 3/31/2023 11:19:00 AM 1�/� A4 , . / PAGE 1 OF 3 j NOTES - AREAS COMPUTED BY COORDINATE CALCULATIONS. Iiij; - NO GRID MONUMENT FOUND WITHIN 2000'. ,iri - COORDINATES SHOWN ON PLAT ARE HORIZONTAL COORDINATES r,\ '\ i %•�1 j UNLESS STATED OTHERWISE. --f� _ i` - ALL DISTANCES SHOWN ARE HORIZONTAL UNLESS NOTED OTHERWISE. SITE '� / `4,i` � _ `p - ALL RIGHTS-OF-WAY ARE PUBLIC UNLESS NOTED OTHERWISE. // ) ��Q�� 7 - A PORTION OF THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD AREA : , PANEL NO. 3720370200K DATED 4/16/2013. V�� i ;' V' - THIS PROPERTY IS LOCATED IN THE WS4-P PROTECTED = � ��( , ik WATERSHED AREA. 't .e +fe \ / 7'�: - THIS PROPERTY IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS, `� *� RESTRICTIVE COVENANTS AND ORDINANCES. (19 cv (/ --..._:-- // .( ',A, - A TITLE REPORT HAS ___ HAS NOT X_ BEEN SUPPLIED FOR �� THIS PROPERTY. !.i.r1�1 sj - - THERE IS A 5' UTILITY EASEMENT ALONG ALL PUBLIC AND PRIVATE RIGHTS-OF-WAY. 107 = r2 �''.► ti - 25'x25' SITE DISTANCE TRIANGLES ARE REQUIRED AT ALL STREET INTERSECTIONS, AS P , , , U� `^\�� ki SHOWN, WITHIN THE CITY OF WILSON UNLESS OTHERWISE NOTED. cai d - NO LOTS SHALL HAVE DIRECT DRIVE ACCESS ONTO EVOLVE DRIVE. N �' LOCATION MAP - WATER AND SEWER ON TARMAC ROAD & DELTA DRIVE (PRIVATE R/W) TO BE PRIVATE. `� NO SCALE / ) 29,00 N61'09'40" ta6.00' 22.00 22.00 ,g, - PHASE 1-A IS BEING TREATED AS A LOW-DENSITY DEVELOPMENT 22.00 22.00 2s00 UNTIL SUCH TIME AS ADDITIONAL DEVELOPMENT EXCEEDS TREATMENT ry I 1 i �0 t� 0 THRESHOLD. u --- _ _.-. I-- - I- - , 4 $ q Io �1 120 __. 119 118 117 - /14'jI, t., $ Z, $ r11fi 115 o �i I o oSITE DATA / 0 c' Ni3 g $ 1-w F w TOTAL AREA: 12.65 AC (550,986 SF) co NIT___ 01 N N '03 I i j-,n b I AREA IN R/W: 3.07 AC (133,913 SF) j` __I in in E P o - z i T I MIN. BUILDING LINES: FRONT - 6'/25' (MAX) vs 19.28 29.00 z2oo 2 'oo I ss.35N61'09'40'E 146.35' Ki SIDE - 0'/5' (IF DETATCHED) 22,0o 22Joo 2?3ao! ST SIDE - 6' N61'09'40•E so.00 2sa.z6' �,� REAR - 3' o TOTAL No. OF LOTS: 29 LOTS T " TARMAC ROAD RESIDENTIAL: 26 LOTS (196,690 SF) 50' PRiVATF ,R/W SCM LOT: 1 LOT (125,429 SF) c2 TOWNHOME LOTS: 23 LOTS (50,578 SF) c` 24s1 N61'09 40 E so 00 OPEN SPACE: 2 LOTS (44,376 SF) �, i 22'Po ! 22 00 22 00 260.61' _ 1 29 00 2 gTY EASEMENT 21 —— 1'09'40"E PIN NO 3702-47-7219 3 i ! ' ' oo ' 2zoo ! 22;00 22 00 2z.oa i 24J00 ca Q N v 1370 OWNER DEVELOPER: RBV 1158 LLC Q. co :r w• co _ Q; M I. �� - v I __ 1 F J a 3434 KILDAIRE FARM RD, STE 135 O J a; wi wf' °' m- °i 1 _ — 1 ` — 4 _ * I = W N61 O9'40"E CARY, NC 27518 , j I—N i ' R w; w _w o- ; O O Q I � Q 1-11 CO � N = wl a I N o 'ow o w w °p * g N 13: g to jI jcsi m° N 121 y jco N i coCO oo - N in4i W o N61 09'40"E 90.00' w z i 122 124 125 v' y N N j o 0 _ 135 oD REFERENCES: DEED BOOK 2892 PAGE 263 • 123 t26 rn 127 N o N N �L `r I DEED BOOK 2743 PAGE 461 I 128 129 130 "' 131 W _ i� �� i:9-8 o PLAT BOOK 43 PAGE 8 T� y N a NZ $ N61'o9'ao"E so.00 lI �_ 29.00 22.00 22.00 N 134 i 22.00 29\I\ co .00 29.00 _____I r n m S61'09'40"W ` 22.00 22.00 22.00 29.00 0 — N61':EA:SIEMENT 90.00' 270.00' 22.00 5' UTILITY EASEMENT ` k 133 S6520. W 2 _ 1 ' N 36" 106 LEGEND --- _ 57.53' Nsro90.00' o EXISTING IRON PIPE 3 L23 r 132o EXISTING IRON REBAR 8n• NEW IRON PIPE 9.24 „�0 COMPUTED POINT w s' UTILITY = S61 09'40"W 90.00' N z rn rn -co Sfi5 24'35"W 201.09' _1 O) cA M 07 `'? �� 10"q %% PROPERTY OF SEAL L-3788 i - OWNER/DEVELOPER: RBV 1158 LLC �':4y %:�;; RBV 1158 LLC '!��o ��,:' 3434 KILDAIRE FARM RD %,qy. ' g P� STE 135 vi,„„ „„,, CARY, NC 27518 FINAL PLA T '5 j3 , ( /023 P' T L E i, B A R TL E TT ENGINEERING & SURVEYING, PC 1 1 5 8 P L A C E 1906 HASH STREET NORTH TELE: (252) 399-0704 GRAPHIC SCALE WILSON, N.C. 27893-1726 FAX: (252) 399-0804 PHASE 1 -A License No. C-1551 www.bartletteng.com LOTS 1 -15, 39-49, 105-107 & 115-137 LEGEND 40 0 20 ao 80 160 rn , Q DATE: JAN. 2023 SURVEY BY: PROJECT: O EXISTING IRON PIPEM.IIII 0 °`• ' - - • EXISTING IRON REBAR — '1F 4 'Z. �a ()• SCALE: 1" = 40' DRAWN BY: LR 21-407 CITY OF WILSON WILSON COUNTY 0 COMPUTED POINT ( IN FEET ) F'S)� F,y\ REVISIONS TRC COMMENTS 3-23-2023 CODE: WINCOM 1 inch = 40 ft. NC' & S3 DWG FILE: 21 407FP1 NORTH CAROLINA ZONE: SR6 P:\_CADD\_LANDPROJECTS\WINCOM\21407\DWG\21407FP1.DWG 3/3'1/2023 11:21.36 AM �� , . a7 PAGE 2 OF 3 NEUSE RIVER BASIN SCHEDULE WATERSHED IMPERVIOUS ACTUAL IMPERVIOUS CALCULATIONS and OFFSET NITROGEN CREDITS AREA TABLE 1158 PLACE CURVE TABLE 1158 PLACE 6/1/2022 CURVE LENGTH RADIUS DELTA CHD BRG CHORDlikl 1-Jun-22 C1 18.562 15.00 70'54'08" N8'40'24"E 17.40 \Ve LOT AREA MAX.4 MAX.AREA IMPERVIOUS Lot# Acres Act. Act. NO3 LoadingActual Undisturbed NO,LoadingActual Managed NO TOTAL NO3 Actual NO TOTAL NO3 TOTAL Excess Excess NO3 NO3 DISTRIBUTED REQ'D NO C2 4.460 15.00 17'02'12" N52'38'34"E 4.44 LOT# 9 (SF) IMPERVIOUS AREA SURFACE ALLOWED(SF) - , 3 Undisturbed Managed \VVVw 1.104 702,881 5586585 Imperv. Imperv. Open Space Open Loading Loading w/o Reduction Loading NO3 NO3 DISTRIBUTION NO3 CREDITS C3 5.098 15.00 19'28'16" N70'53'48"E 5.07 Open Space Open Space 105 125.433 0 0 Area(4) Area (ac) (Ibs)(21.2) AREA(%) (ac) (Ibs)(0.6) AREA(%) Space(ac) (Ibs)(1.2) BMP's(lbs) BMP'S Factor with BMP's lbs/aclyr lbslaclyr lbs lbs lbs lbs C4 18.464 15.00 70'31'44" 564'06'12"E 17.32 106 52,922 50 26461 1-104(S.F) 16.136 55.00 8.875 188.150 0.000 0.000 0.000 45.000 7 261 8.713 196 863 A 0.700 137 804 8 540 4 940 79.712 0.00 79-71 2391.36 107 42,591 40 17036 105(SCM) 2.880 0.00 0.000 0.000 0.000 0 000 0 000 100 000 2 880 3.456 3.456 A 0.700 2.419 0.840 -2 760 -7.949 0.00 -7.95 -238.47 C5 35.625 470.00 4'20'35" N1 T32'55"W 35.62 \1`+ 108 22,886 60 13732 106(TH) 1.215 50.00 0.608 12 890 0.000 0.000 0 000 50 000 0 608 0 730 13.620 A 0.700 9 534 7.847 4 247 5.160 0 00 5.16 154.80 C6 20.068 15.00 76'39'12" N23'12'57"E 18.60 109 30,223 55 16623 107(TH) 0.978 40,00 0 391 8,289 0.000 0 000 0.000 60.000 0 587 0.704 8.993 A 0.700 6.295 6.437 2 837 2.775 0 00 218 83.25 108(TH) 0.525 60 00 0.315 6.678 0-000 0 000 0.000 40.000 0.210 0.252 6.930 A 0,700 4,851 9.240 5 640 2.961 0.00 2.96 88.83 110 7,040 0 0 C7 27.491 15.00 105'00'29" N65'57'13"W 23.80 109(TH) 0.694 55.00 0.382 8.098 0 000 0.000 0.000 45.000 0.312 0.374 8.472 A 0.700 5.930 8.545 0 000 0.000 0.00 0.00 0.00 111 7,589 0 0 110(OS) 0 162 0.00 0.000 0 000 0 000 0 000 0.000 100.000 0.162 0.194 0.194 A 0.700 0 136 0.840 -2.760 -0.447 0.00 -0.45 -1341 C8 95.512 470.00 11'38'36" N7'37'40"W 95.35 112 430,813 35 150785 111(OS) 0 174 0.00 0.000 0.000 0.000 0.000 0,000 100.000 0 174 0.209 0.209 A 0.700 0 146 0.839 -2 761 -0.480 0 00 -0 48 -14 40 112(TH) 9.890 35.00 3.462 73.394 0.000 0.000 0.000 65 000 6 429 7 715 81.109 A 0.700 56.776 5 741 2.141 21.174 0 00 21 17 635.22 C9 56.367 530.00 6'05'37" S703'08"E 56.34 113 143,041 0 0 113(SCAM 3 284 0.00 0-000 0.000 0 000 0.000 0.000 100.000 3 284 3.941 3.941 A 0.700 2 759 0.840 -2.760 -9.064 0 00 -9 06 -271,92 114 501.239 0 0 114(OS) 11 507 0.00 0 000 0.000 100.000 11.507 6,904 0,000 0 000 0.000 6.904 1.000 6 904 0.600 -3.000 -34 521 0 00 -34 52 -1035 63 C10 23.944 15.00 91'27'29" S30'54'45"W 21.48 STREET RAN 404,783 93 376448 STREET RM- 9 293 93 00 8 642 183.210 0.000 0.000 0 000 7 000 0 651 0.781 183 991 A 0.700 128.794 13.859 10.259 95 337 0.00 95 34 2860,11 TOTAL 56.7 39.97 22.675 480.709 11.507 6.904 22.558 27.069 514.682 362.348 6.387 2.787 154.66 0.00 154.66 4639.74 C11 23.562 15.00 90'00'00" N58'21'30"W 21.21 DEVELOPER RESERVE 0 Total Development Acreage 56.7(ac) NO3 Reduction from BMP's(lbs) 152.334 C12 35.336 50.00 40'29'31" N37'16'34"W 34.61 TOTAL 2,471,441 39.96 987,669 BMP TYPE TN REMOVAL RATE NOTES. EXCESS NITROGEN PREVIOUSLY PAID FOR ORIGINAL DEVELOPER OF HERITAGE PLACE BY PREVIOUS DOCUMENTATION C13 36.669 50.00 42'01'11" N78'31'55"W 35.85 A WET DETENTION POND 30% PROVIDED FOR ENTIRE HERITAGE PLACE PROJECT 747 LBS OF NITROGEN HAVE BEEN PAID FOR LOT 50 AND LOT 50A WHICH B STORMWATER WETLANDS 40% COMPRISE THIS TOTAL DEVELOPMENT. C14 36.667 50.00 42'01'01" S59'26'59"W 35.85 C SAND FILTER 35% ID BIORETENT1ON 35% C15 36.667 50.00 42'01'01" S17'25'58"W 35.85 E GRASS SWALE 20% F VEGETATED FILTER STRIPS 20% C16 70.085 50.00 80'18'42" S43'43'53"E 64.49 I hereby certify that I (we) am (are the owner(s) of the WITH LEVEL SPREADER property shown and described hereon and that I (we) do G 50'RESTORED REPARIAN BUFF 30% C17 2.980 25.00 6'49'49" S80'28'19"E 2.98 adopt this plan of subdivision with my (our) free consent, WITH LEVEL SPREADER establish minimum building lines, and dedicate all streets, H DRY DETENTION 10% C18 27.794 25.00 63'41'54" S45'12'27"E 26.38 alleys, walks and other sites to public or private use as noted. I (we) further understand that such public dedication C19 23.562 15.00 90'00'00" S31'38'30"W 21.21 may any other public use authorized by the City Charter C20 23.562 15.00 90'00'00" S58'21'30"E 21.21 or any general, local, or special law pertaining to the City of Wilson when such use is approved the City Council in C21 23.460 50.00 26'53'00" S26'47'59"E 23.25 the public interest. Further, I (we) certify that the land as shown hereon is within the platting jurisdiction of the THIS AREA IS WITHIN THE WS4-P WATERSHED DISTRICT AND IS Line Table Line Table C22 45.341 50.00 51'57'24" S66'13'11"E 43.80 City of Wiorth((,,//// li a. 3�/23 UTILIZING THE HIGH DENSITY OPTION OF 707 WITH THE ADDITION OF STORMWATER CONTROLS.KO' Line # Length Direction Line # Length Direction C23 44.550 50.00 51'03'04" N62'16'35"E 43.09 CERTIFICATE OF APPROVAL UNDER WATERSHED PROTECTION REGULATIONS Owner a ate I CERTIFY THAT THE DEVELOPMENT PLAN SHOWN HEREON COMPLIES L1 16.02 564'56'45"W L17 62.98 N69'21'12"E C24 56.372 50.00 64'35'51" N4'27'08"E 53.43 WITH THE WATERSHED PROTECTION REGULATIONS FOR THE CITY OF C25 48.905 50.00 56'02'26" N55'52'01"W 46.98 WILSON, NORTH CAROUNA. L2 62.33 S18'47'35"E L18 41.78 N61'32'33"E L • ��a"7/a 3 L3 61.47 N23'44'22"E L19 39.42 N61'32'33"E C26 30.774 25.00 70'31'44" N48'37'22"W 28.87 I certify that I (we) am (are) the owner(s) of the property shown JAL/ and described hereon and that I (we) do dedicate unto the City WATERSHED ADMINISTRATOR/PUB�iC S VICES DATE L4 51.67 N22'35'18"W L20 42.72 S28'50'20"E C27 23.562 15.00 90'00'00" N31'38'30"E 21.21 of Wilson, Wilson County, North Carolina, its successors and assigns the right, privilege, and easement to enter upon the property shown L5 52.58 N31'22'16"W L21 113.15 N61'09'40"E C28 23.033 15.00 87'58'53" S59'22'04"E 20.84 and described hereon, and from time to time, to erect, repair, remove and reconstruct upon, along, across, over and under said L6 117.97 N13'21'30"W L22 30.21 S24'33'09"E C29 4.759 530.00 0'30'52" S15'38'03"E 4.76 property, a line or lines for the distribution of electrical power, CERTIFICATION OF APPROVAL UNDER NEUSE RIVER BASIN L7 42.65 S76'40'53"W L23 50.00 N61'09'40"E C30 81.122 530.00 8'46'11" 520'16'35"E 81.04 telephone, and signal lines including without limitation, all necessary STORM WATER PROGRAM FOR NITROGEN REMOVAL REGULATIONS: and convenient wires, cables, transformers, ground connections, C31 19.579 530.00 2'07'00" S25'43'10"E 19.58 service lines, underground conduit and cable, support pads, secondary L8 56.27 N13'19'07"W L24 51.85 S38'57'19"E pedestals, and any other items deemed necessary to the construction, I CERTIFY THAT THE (PLAT/DEVELOPMENT PLAN) SHOWN HEREON L9 27.43 N04'37'S9"E L25 60.38 N75'13'43"W C32 63.989 3869.72 0'56'51" S63'28'26"W 63.99 operation, and maintenance of the underground power system together COMPLIES WITH THE NEUSE RIVER STORMWATER PROGRAM FOR with all rights and privileges necessary or convenient for the full NITROGEN REMOVAL REGULATIONS FOR THE CITY OF WILSON. L10 42.77 N16'11'59"E L26 28.70 N75'13'43"W C33 382.721 3869.72 5'40'00" S57'03'25"W 382.56 enjoyment or use of said lines including, without limitation of the right _ to trim, cut, and keep clear all trees, limbs, bushes, flora, fauna and i/ �1 / '3 L11 46.64 N24'22'20"E L27 35.41 502'11'53"E C34 22.581 530.00 2'26'28" S4'13'21"W 22.58 undergrowth within five feet of any transformer, and along and on "I!01.77A the property shown hereon that may, in any way, endanger the PUBLIC SERVICES/STORMWA7 DATE L12 44.60 N32'25'08"E L28 0.37 S20'59'59"E C35 3.204 50.00 3'40'19" N1511'39"W 3.20 proper operation of the same, or obstruct the maintenance or repair of undergrounddl line to ated on this easement. L13 39.58 N51'15'09"E L29 1.32 N32'28'50"W C36 43.636 530.00 4'43'02" S12'27'28"E 43.62 �Pe,. ✓ S ?I 2.3 I CERTIFY THAT THE (PLAT/DEVELOPMENT PLAN) SHOWN HEREON L14 34.74 N70.53'00"E L30 23.13 S57'31'01"W C37 23.562 15.00 90'00'00" S16'09'40"W 21.21 Owner �Dat� COMPLIES WITH PEAK FLOW REGULATIONS FOR THE CITY OF WILSON. L15 48.11 S89'02'05"E L31 9.44 557'31'01"W C38 25.949 15.00 99'07'09" N69'16'46"W 22.83 7 /-z --r� ��7/a 3 L16 47.49 S05'26'35"W C39 64.819 530.00 7'00'26" SO'30'07"E 64.78 PUBLIC SERVICES/STORM WATE DATE I do hereby certify (1) that streets, utilities and other required improvements have been installed in an acceptable manner and according to specifications and standards of the City of Wilson in the subdivision entitled (2) that a guarantee of the installation of the required improve- OF w/� ments in an amount or manner satisfactoryto the Cityof �.t'�'� O Wilson has been received. improve- (CO_ \ THE PROPERTY IS LOCATED WITHIN THE MUNICIPAL BOUNDARIES OR THE ETJ THAT HAS AN 14/A7/2 3 ( -*- } OR 1 . 4NCE THAT REGULATED PARCELS OF ND, REQUIRES LOCAL AGENCY APPROVAL I IF flit FIED AS 47-30(f)(11) a, d, or e.LrfCert' cation for Approval LINo approval Required City Engineer r Date C��,�1849�i� ♦,. ,� • ) 5-�-23 • (�+�VN�y Cit,•f Wilson Subdivision Administrator Date I, Tonya A. West, City Clerk of the City of Wilson, North Carolina do Y hereby certify that the foregoing plat hang b�napprroved bythe Technical Revew Commi AP on L . • Uji.F- Ss•) CO City ler Date tNo tuns,,,,,,,,,, I, William A. Bartlett, certify that this survey creates a ```Nt �� Ol ��';� subdivision of land within an area of a county or municipality / that has an ordinance that regulates parcels of land. l SEAL I, William A. Bartlett, certify that this plat was drawn under = L-3788 = my supervision from an actual survey mode under my supervision '_� �, (deed description recorded in Book 2892.. Page 263 .); that '� .:0 sug �&- PROPERTY OF the boundaries not surveyed are clearly indicated as drawn from �'',�� • \' information found in Book SHOWN. Page QN PLAT• that the ratio 'iti,�'40(/��A. g •,� .`. of precision or positional accuracy as calculated is 1/ 10.000+ : t,,,,,,, ,,,,,, OWNER/DEVELOPER: R B V 1158 LLC that this plat was preyypared in accordance with G.S. 47-30 as 1 RBV 1158 LLC this°monied.I day e sM A original signature, license number and seal �{ /2 5 3434 KILDAIRE FARM RD STE 135 (Aia c( AI- CARY, NC 27518 FINAL PLA T Professions Land Surveyor L-3788 P ST L Ei, B AR TLETT North Carolina 1158 P L A C E Wilson count ,r ENGINEERING & SURVEYING, PC 1,SQre. $• T1<o eview Officer of 1906 NASH STREET NORTH TELE: (252) 399-0704 Wils•- ounty, certify that the map or plat to which WILSON, N.C. 27893-1726 FAX: (252) 399-0804 PHASE 1 -A thi- ification is affixed meets all statutory re. ents for record• 'on. License No. C-1551 www.bartletteng.com LOTS 1 -15, 39-49, 105-107 & 115-137 A , I or 5_'_ y :'rpi4n4t a DATE: JAN. 2023 SURVEY BY: PROJECT: ;,,) �� Revii Officer Date 2 C' SCALE: 1" = 100' DRAWN BY: LR _ 21-407 CITY OF WILSON WILSON COUNTY �F '�� REVISIONS TRC COMMENTS 3-23-2023 CODE: WINCOM NG & SURD DWG FILE: 21407FP1 NORTH CAROLINA ZONE: SR6 P:\_CADD\._LANDPROJECTS\WINCOM\21407\DWG\21407FP1.DWG 3/31/2023 11:24:'13 AM x. Ate/ Q6• 60 PAGE 3 OF 3