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Home My WebLink AboutNCC216857_Site Plan or Location Map_20211210VICINITY MAP NOT TO SCALE. WILLBROOK DR. SITE SYMBOL LEGEND COMPUTED POINT CONTROL POINT O NEW LOT NUMBER O. PROPERTY CORNER FOUND 0 PROPERTY CORNER SET ® 60D NAIL I I I I N/F I N/F pIp DB 15482 PG 1592 PIN. 0657-02-5272 JOYCE A. TEMPLE- I TIMOTHY D. POWELL IMICHAEL W. RHODE9 PROPERTY DATA N/F : - SHEET 3 OF 6 AND JANE S. POWELL JASON LILLEY I DB 9541 PG 1304 I „, .,„.: PIN: 0657-02-9126 I PIN: 0657-12-2190 IrND SUSAN L. -5003 j. AND LAURIE STEELMAN BM 2020 PG2099 1 DB 9541 PG 1304 1 D6 11428 PG2454 1 PIN: 0657-12-5003 I CURRENT OWNER: GCAM BROADWELL, LLC BM 2020 PG 2099 DB 11168 PG 2460 PIN:0697-01-285 1 1 BM2004.PG:1691 I BM2004:PG2381 1 MAILING ADDRESS: 250 GIBRALTAR RD. - HORSHAM, PA 19044 DB 13029PG 136 BM2004 PG 2381 - N/F SITE ADDRESS: 721 COLEY FARM RD. ? BM 1999 PG 324 1-112" EIP 1 _., - T ,. I I GLEN W. SCHWIETERING - _ (2" AG) MIDDLE CREEK TOWNSHIP - NORTH CAROLINA 1" EIP _TSHEET 4 OF 6 I AND -SPIN: L. SC2-6093 RING PIN: 0657-01-8388 ! L1 1" EIP- 1 I I PIN: 0657-12 6083: co - DIB 11200 PG 433 PARCEL ID: 0056717 PETER MFHARRIS j is 1 I; BM 2004 PG 2381 q B -1" EIP C4 1" EIP GROSS PHASE 3 AREA: 994,720 SF 122.835 AC AND MARY P. HARRIS ZONING: RMD-CZD PIN: 0657-01-3744 4" I. 1 EIP ESP "GPS 1 I DB 858B PG 1401 ! �_'+ z' N: 051,35 .74 t I. SUBJECT PARCEL REFERENCES BM 1999 PG,324 I I fi 26 J EE�Ev.: 467 ize I I (�77� 1" EIP _ 3 J,1" EIP DB 17428 PG 2265 f ! j § ~S.88°0923: E-- BM 2020 PG 552-558 N/F I 10, s 29i 196 26' BRYANT, DWIGHT D. ANDI, BM.2021 PG 338-341 ! e TRILBY D. BRYANT � �,,• I � 28 Y PIN:0657-01-3631 ±� DB 15378PG 224 < " a. -^- - - - 3/4" EIP I` LINE LEGEND CONTROL TIE LINE - - • - • - - • - • - - EXISTING EASEMENT ----------------- MINIMUM BUILDING SETBACK - - - NEW. EASEMENT - - - - - - - B/L NOT SURVEYED B/L SURVEYED - - RIGHT-OF-WAY - PHASE LINE BUILDING SETBACKS-.(TYP:),. FRONT: 20° SIDE: 6' SIDE CORNER: 16' REAR: 15' HATCH LEGEND E:1 NEW STORM DRAINAGE EASEMENT EmNEW: SANITARY SEWER EASEMENT NEW UTILITY EASEMENT EX. EASEMENT (WITHIN NEWLY DEDICATED RIGHT OF WAY) -HEREBY. REMOVED* EX. WETLANDS BM 1999 PG 324 0:63' W OF BL (1" AG) OPEN SPACE 23 N/F CLYDE HENRY WEAVER JR. PIN:0657-01-3435 r N r c 1 $ 1 1 1 22 I N/F \ 29 MHB DEVELOPMENT, LLC ESTATE FILE: 09-E PG 299 DB 9000 PG 1336 (1 BACK) BM 1999 PG 324 \ \ \ \\ COMP. POINT I ' g ( 0.97' W OF BL 1 / 1 30 21 PIN: 0657-11-7499 DB 18329,PG 1111` 1 ' 1-3/4" EIP SITE DATA - PHASE 3 TOTAL LOTS 32 RESIDENTIAL LOTS MINIMUM LOT SIZE 6,240 SF 10.143 AC MAXIMUM LOT SIZE 17,553 SF / 0.403 AC AVERAGE LOT SIZE 9,025 SF 10.207 AC GROSS LOT AREA - PHASE 3 288,819 SF / 6.630 AC R/W DEDICATION - PHASE 3 63,445 SF / 1.456 AC OPEN SPACE - PHASE 3 642,456 SF 114.749 AC GROSS SITE AREA i PHASE 3 994,720 SF / 22.835 AC 1, WATTS B. FEARRINGTON JR., PLS, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL GPS SURVEY AND THE FOLLOWING ORIGINAL ESP ASSOCIATES, PA INFORMATION WAS OBSERVED, CONFIRMED AND USED TO PERFORM THE SURVEY. 1. WILBON RD, 2• 3. 4. _.......... _ _.................._. 5. 6. 7. ... ........ ,._.................. "..,...,.._.w 8. FOREST FERN LN. 9. CLASS OF SURVEY: CLASS B POSITIONAL ACCURACY: 0.12' TYPE OF GPS FIELD PROCEDURE: NCGS VRS.NETWORK DATES OF SURVEY: MARCH 22,2016 DATUM/EPOCH: NAD 83 (NSRS 2011) PUBLISHED/FIXED-CONTROL USE: SEE BELOW GEOID MODEL: GEOID 12A COMBINED GRID FACTOR:. 0.9998733826 UNITS: US SURVEY FEET FIXED STATION UTILIZED FOR THIS PROJECT: v DESIGNATION: LILLINGTON 2004 CORS ARP o r CORS ID: NCLI PID: DG5759 NORTHING: 607,894.54' (NAD 83) N EASTING: 2,056,246.71' ELEVATION: 192.7' (NAVD 88) _........,...- _ N/F JENATUS D. WILSON, II ! N/F I AND DASHELK SMITH WADE R TEMPLE ANDI N/F PIN: 0657-02-2106 I JOYCE A. TEMPLE I WADE P. TEMPLE AND I N/F \� I ; 1 31 JQ 20 0.31' SE OF BOUNDARY 1 NICOLET:KARLS\\\• I ! 0 GO' CORNER -ONLINE I PIN:0657-01-1395 \\\ o I 32 �5� Z (FLUSHP (FLUSH)1-3/4"'EIP DB 17520 PG 1811 \ .; Q 19 ) 2" EIP 0.19' W OF BL 5' RIB I BM 1999 PG 324 \�• L;� ( 33 't e'O L7 (6" BG) (6".BG) 518" RB FLUSH 'FLUSH' I \\\ I �O 18 L8 I N ° 3/4" EIP . N,.\ .. ._ _" ° ...._. _. 34 J* Z' ♦ ♦ 16: 1. 1 I I._ 7. � -7- ' 7-' 1 3 ],"" 1.65' W OF BLK I` 1AS . 15 14 13 1 12 1 11 1 70 1 9 I g I 1] 6 1 5{ i I f N/F (1�AG) `_- I I: 35 , . ; 106 ♦ ` _ i _'--- i i _ J _ 4 3 2 1 I I MATTHEW C. EFIRD I, 1 10 - L J I WILLBROOK DRIVE _ g I I:AND JACLYN C. EFIRD I i -, PIN: 0657-01-2098 I 108 pg} \ T �- r _ _ 1 IDS 13927 PG.1277 7/8" EIP �/ 1 1. �. �� T y"� _ 60D NAIL 1 BM 1999 PG 323 `F1 37 110 111. 1 I 1 I 1 1 1 1 (FLUSH) -�. N: 671,089.62' 103- 11 113 1,1141115 1 116 1 117 1 1 20' EX. STORM I✓.J --- E: 2,050,963:80' I 118 11191 120 5/8" RIF DRAINAGE BASEMENT TIE:TO "GPS 1" _I. 1. 1 (FLUSH; BM 1999 PG 324 I j 38 ;. N29°3356 E 102 1 1 314" EIP 869 34 ..,.: , . .,,_ w._.. ,, I _ ....... 1 1. - 92 2.03' W OF BL ' NEW PUBLIC 20' SANITARY 3g� 1.01'�' 9]..1 96 ,1 95 194 93 -L- -- .-.. 74 .I (1 AG) 1...,.. SEWER EASEMENT .: ®,.w"- \ \ ,rC 98 ` I I 1 1 1., > 91 1 ]60 1 _l. N/F ! \ •"°` \ ! \ 99 �e�„-..Y._- i.. _ i Q . ` _,° '-." '^" ,.,.,-, --- .•- 73 1 2" EIP GENE D. FLINN ' WAY p 90 1 77 W/ 1/4" RB AT BASE AND IRIS FLINN I � ` _ ! ♦ y� ♦ i C\G .� � -�T - ��•-�1 LL � .-. �- .".." .._..-m..°I 1 72 1. (1.5' AG) PIN: 0657-00-3806 I e . V' 41 0� e �; \ \�\ 89 I 78 1 1 DB 16219PG 2003 "•I APPARENT g EX. PHASE LINE ��P(/� I 1 1 W, 1;",,,, ,�. � - - ABBREVIATIONS BM 1999 PG 323 I PARCEL GORE IBM 2020 PG 552-558 \�! 42 \OO i" ' 49 1 50 1 51 1 W 1 88 �79 -` 1 O r 71 I AC ACRES 314"EIP !! e ��s 1 \ �� #- .. ®- _ L 2.59' W OF BL I 1 °°C 43 4748 ® $7 80 1 O 1. 1 AG ABOVE GROUND ! C' \ Z✓ 1 53. -- - - _ _ 70 .1 (1„ AG) I EX. OPEN O BG BELOW GROUND I SPACE! 44 �e G�j e� r d I 1 86 81 1 W " "- BL BOUNDARY LINE 1 . \ ! 46 54 1 h - --»:.- r y -� 1 69 O BM BOOK OF MAPS 1-112 EIP .01 I : CGF COMBINED GRID FACTOR / W/ TAC \! ^' ..- 85 j -- DB DEED BOOK N/F (1.5 AG) PHASE 1 1 55 ,r 82 / -I DIST. DISTANCE AND HRISTINE D. _ - - y 1 1 45 1 �i �5 1 �f 68 EIP EXISTING IRON PIPE PIN: 0667-00-2578 314" EIP __� - • d, .' 84 s+ '� DB 9218 PG 1435 2.72' W OF BL L19 ` `' - - - • -i' " \"`e83 7ESPACENEL EASEMENT LINE EX. EXISTING BM 1999 PG 32a•` "(1" AG) g EXISTING PUBLIC 20' 56 �. \ / 67 ! - HOA HOME OWNERS ASSOCIATION I p SANITARY SEWER EASEMENT 2 BENT.EIP. IPF IRON PIPE FOUND 10, BM BM 2020 PG 552-558 (FLUSH) + ♦ e`/s a♦ N/F NOW OR FORMERLY ✓ I EX. PUBLIC 20 SANITARY 1! 57 \ , / \ y PB PLAT BOOK N/F SEWER EASEMENT Ir 58 PG PAGE JEFFERY M. ZIMMER I BM 2021 PG 348-341 1 s \ 65 PIN: 0657-00-2380,I 1 °� ' P/L PROPERTY LINE �' 59 ( �, 64 \ / 1 DB 17584 PG 174 I N/F t0 1 / 1 RB REBAR BM 1999 PG 323 '' RUPERT LEONARD VAUGHAN JR: AND -' I 63 \ Y RBS REBAR SET 1 I- SHEET 5 OF 6 \ ! 1-112" EIP µ:, w.. A. ,. . KATHY T. VAUGHAN. -- \ y 0.64' W OF BL RIF REFERENCE IRON FOUND `" ""- 1 `m""`"` ,""" " �'"`",1 """"` "�`"`.� .""'" '"„"`` "�""„ _"µ""` � _"" PIN: 0656-i9-4343 1 60 �' \ '� 1-1/2" EIP (3^ gG) R/W RIGHT-OF-WAY 1 1, DB 12173 PG 1124 # I (2" AG) . SE SOUTHEAST �- - "' ~ - - - -I TRACT 1 1 -N: 670,099.55'_ SF SQUARE FEET EX. OPEN TYP. TYPICAL 10.0 I 61 I 62 ` SPACE E:2,052,2 GPS /1 TIE TO ESP GPS 1 3-1/2" EIP I 1 ! I N 27"10'03" W W/ WITH h m W/ NAIL AT BASE --....-» - - - L_ .! 1,962.75'{GROUND) W WEST 1 3'5 AG $rn Y () EX. OPEN L17 1 SPACE FLOOD CERTIFICATION ISIf UPON EXAMINATION OF FLOOD INSURANCE RATE.MAP 1 RUPERT EONARD # 3720065700J WITH AN REVISED DATE OF MAY 02, 2006: I Na 1 VAUGHAN JR. AND NO PORTION OF SUBJECT PROPERTY LIES. IN ZONE AE. 1 - CO c0e) KATHY T. VAUGHAN 1 0 � U' PIN:.0656-29-1897 1 Z rn O \ DB 12173 31124 w H *EIP.a'. ✓" SURVEYOR'S NOTES . ^U �.0 1. THE PURPOSE OF THIS PLAT IS TO PERFORM A SUBDIVISION OF THE PROPERTY OF GCAM BROADWELL, LLC IN ORDER TO CREATE 32 RESIDENTIAL LOTS IN THE BROADWELL TRACE SUBDIVISION - PHASE 3 (DB 17428 PG 2265) BEARING PARCEL PIN: 0657-01-8388 & PARCEL ID:6056717, LOCATED IN THE MIDDLE CREEK TOWNSHIP - WAKE COUNTY - NORTH. CAROLINA. 2. BOUNDARY INFORMATION PER DEEDS AND PLATS OF THE WAKE COUNTY REGISTRY AS SHOWN. 3. AREA(S) CALCULATED BY THE COORDINATE METHOD. 1, WATTS B. FEARRINGTON JR., PLS, .CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION, 4. ALL DISTANCES AND COORDINATES SHOWN HEREON ARE LOCALIZED, GROUND INFORMATION, UNLESS SPECIFICALLY NOTED AS FROM AN ACTUAL GROUND SURVEY MADE UNDER_ MY SUPERVISION (DEED DESCRIPTION RECORDED "GRID". IN BOOK 17428 PAGE' 2265; THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS SUCH 5. HORIZONTAL AND VERTICAL DATUM FOR THIS SURVEY ARE AS FOLLOWS: NAD 83 / NAVD 88 (US SURVEY FEET). AND ARE BASED UPON THE DEEDSAND PLATS REPORTED HEREON; THAT THE RATIO OF PRECISION 6. THE SURVEY CONTROL WAS PERFORMED TO CLASS C 2-11 FGCC SPECIFICATIONS USING NC.VRS GNSS FIELD PROCEDURES AS CALCULATED IS 1;88;668; THAT THE GLOBAL POSITIONING SYSTEM: (GPS) OBSERVATIONS WERE "GPS I"- NORTHHING: 671,845:766' FASTING: 2,051,392.748' ELEV. 467:12` (NAVD 88) 7. SITE CONTROL BASED ON "GPS 1" HAVING THE FOLLOWING LOCALIZED GROUND COORDINATES (NAD 83/2011): PERFORMED TO THE GEOSPATIAL POSITIONING ACCURACY STANDARDS',' 'PART 2: STANDARDS FOR. 8. PROJECT COMBINED GRID FACTOR USED IS 0.9998733826 (GROUND TO GRID): GEODETIC NETWORKS. AT THE 0.12'. ACCURACY CLASSIFICATION (95% CONFIDENCE) USING NC VRS 9. ALL PROPERTY CORNERS SET DURING THE COURSE OF THIS SURVEY WERE FIELD MONUMENTED USING 7/8".IRON PIPES GPS PROCEDURES;, THAT THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF.A (OUTSIDE DIAMETER) UNLESS NOTED OTHERWISE. COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES- PARCELS OF LAND THAT THIS 10. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE REPORT, AND IS SUBJECT TO ALL FACTS AND EASEMENTS WHICH PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED: WITNESS; MY ORIGINAL MAYBE DISCLOSED WITHIN THE TITLE REPORT. REFERENCE THE ALTA SURVEY ENTITLED "BOUNDARY.SURVEY OF THE: MTS RAL, SIGNATURE, REGISTRATION NUMBER AND SEAL THIS DAY AUGUST; 2021. LLC PROPERTY BY ESP ASSOCIATES PA, DATED APRIL 30, 2019, FOR ADDITIONAL INFORMATION: 11 STATE LAW REQUIRES 811 BE CONTACTED PRIOR TO ANY EXCAVATION WORK BEING PERFORMED ON SITE ' `+ N/F BAZZELL CREEK. BAPTIST CHURCH I PIN:0657-21-4323 I D13-1000 PG 1 1 BAZZELL CREEK p BAPTIST CHURCH ➢ { PIN:0657-21-5139. 1.. •SB 2696 PG 165 A N/F c 31 LINDA BROWN POWELL 01 PIN:6657-20-5949: n 1 DB 17706 PG 22 1 3" EIPL 1 y(3' BG) 1 5 N/F 705 COLEY FARM ROAD, LLC 1/ PIN:0657-20-3525 DB 11650 PG 1107 1 1 } I a aja 1I 0 fL uj m y 1 w'� 3 1 1 I 1 }I 1 1 12. THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR NON EXISTENCE OFANY UNDERGROUND UTILITIES THAT'MAY OR MAY WAKE . C0(IM;TY ■ NC.;. 111 NOT EXIST WITHIN THE BOUNDARIES AS SHOWN HEREON. N NNN 13. THE EXISTING WETLANDS AND STREAM BUFFERS SHOWN HEREON ARE PRELIMINARY AND BASED ON A DELINEATION BY BENTON N CARS NGg7�4� TAMMY L . BRUNHER W. DEWAR AND ASSOCIATES, SEE REPORT DATED FEBRUARY 20, 2017. �� '............. ••• ��. F............ ti REGISTER OF DEEDS: 14. ALL PROPOSED ROADWAYS IN -PHASE 3 TO BE SUBJECT TO A 10' x 70' SIGHT TRIANGLE PER APPROVED CONSTRUCTION PLANS O O E ENTITLED "BROADWELL TRACE "BY ESP ASSOCIATES, INC. DATED MARCH 13, 2019: • •''9 r�Q�O N9�•' p PRESEM TED `& 15. PIPE SYSTEMS, CHANNELS, OR RETAINING WALLS LOCATED IN COMMON OPEWSPACE AREAS ARE THE MAINTENANCE LICENSE NO LICENSE N0. I$121RECORDED,; ON �'2821 ;1 R18 ■ ®1 RESPONSIBILITY OF THE HOMEOWNERS. ASSOCIATION. ■ 16. THE TOWN OF FUQUAY-VARINA WILL BE RESPONSIBLE FOR ALL STREET DRAINAGE WITHIN R/W AND DEDICATED PUBLIC DRAINAGE_ ` L' F-1407 z L-3468: + N EASEMENTS. ALL STORMWATER SYSTEM DRAINAGE BEHIND LOTS IN PRIVATE EASEMENTS WILL BE. OWNED AND MAINTAINED BY �L I:IIIIIII,'IIII'Il�il�,l�i1l�,lj�il!I I THE HOA. STORMWATER CONTROL MEASURES WILL BE MAINTAINED BY THE HOA. (n ?• Cs%' �9 �1�� 1 ICI; IIII N ALL LOTS WILL BE SERVED BY TOWN OF FUQUAY-VARINA PUBLIC WATER AND PUBLIC SANITARY SEWER. S \� % �'•• v0 y :' B0'OK : BM21121 �A,G'Ed_'A 1'$S:4 17 CENTERLINESSTREAM FIELD LOCATION STREAMSE STREAMS FALL OUTSIDE THE LIMITS OF DEVELOPMENT. THIS PROJECT DID NOTREQUIRE THEIELD LOCATION O A gSSIxIPFEARR\\�' 18. THIS SITE IS WITHIN THE CAPE FEAR RIVER BASIN; THERE IS NO 100 YEAR FLOOD ZONE AND NO RIPARIAN BUFFERS ONSITE. @NeNe 19. THERE ARE NO NORTH CAROLINA GEODETIC MONUMENTS WITHIN 2000' OF THE SUBJECT PROPERTY. 20. SEE SHEET 6 OF 6 FOR INSET INFORMATION. WATTS B. FEARRINGTON JR., PLS C REG. NO:: L-3468 9 v o n OD CD m O r:'1 xm r o = V n N_ -nCD f11r�l N m C-) V J -nm �m v,. m FINAL PLAT: BROADWELL TRACE SUBDIVISION PHASE 3 MIDDLE CREEK TOWNSHIP WAKE COUNTY - NORTH CAROLINA SURVEYED` BY - ESP Associates. Inc 2200 Gateway Centre Blvd. Suite 216 Morrisville, NC 27560 phone 919.678.1070 fax 919.677.1252 LICENSE NO. F-1407 www.espassociates.com PREPARED FOR: EASTWOOD HOMES 6601 SIX FORKS ROAD, SUITE 10.0 RALEIGH, NC 27615 919.758.8208' N O N 0 O O CB Review Officer Certification: STATE OF NORTH CAROLINA, COUNTY OF WAKE k'iSYY I, YW6 71�t�� REVIEW OFFICER OF THE TOWN OF FUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY LOCAL REQUIREMENTS FOR RECORDATION. REVIE QQFFICER-TOWN OA�F FU UAY-VARINA THISt DAY OF `Jr mE, 20P-1. STATE OF NORTH CAROLINA, COUNTY OF I CERTIFY THAT THIS (THESE) PERSON(S) PERS NALLY APPF,,RED BEFORE ME THIS DAY OF: AfAft if 2'? 20 '34 EACH ACKhOWLEDGING TO ME THAT HE AND/OR SHE VOLUNTARILY SIGNED THE FOREGOING DOCUMENT Ell FOR THE PURPOSE STATED HEREIN AND IN THE tI CAPACITY INDICATED: R' SEAL p rl t- (twt 1 NOTARY PUBLICg�,WMC es d MY COMMISSION EXPIRES: Dt l 120 dR 3 Owner Certification (Major Subdivision): I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF THE PROPERTY SHOWN AND DESCRIBED HEREIN, AND THAT I (WE) HEREBY ADOPTED THIS PLAT OF SUBDIVISION WITH MY (OUR) FREE CONSENT, ESTABLISHING THE MINIMUM BUILDING LINES, LOT SIZES AND DEDICATING ALL STREETS, RIGHTS -OF -WAY, ALLEYS, SIDEWALKS, PUBLIC WATER AND SEWER WITH ASSOCIATED EASEMENTS, PARKS AND/OR GREENWAYS, AND OPEN SPACE FOR PUBLIC OR PRIVATE USE AS NOTED ON THIS PLAT. .20 OWNER �l,a �(e 57� Z1I4120 7V Major Subdivision Certification Infrastructure: WE HEREBY CERTIFY THAT (I).ALL STREETS, UTILITIES, STORM DRAINAGE, STORMWATER MANAGEMENT AND ALL OTHER IMPROVEMENTS AND APPURTENANCES HAVE BEEN INSTALLED IN AN ACCEPTABLE MANNER AND IN ACCORDANCE TO THE TOWN'S STANDARD SPECIFICATIONS & CONSTRLICTION DETAILS; AND THE APPROVED SUBDIVISION PLAN ENTITLED: 91LQ A0W6LL I a- AC-C elf 5, OR (II) THAT A SURETY IN THE AMOUNT OF $ , OR A CASH BOND IN THE AMOUNT OF $ , HAS BEEN POSTED WITH THE TOWN OF FUQUAY-VARINA TO ASSURE COMPLETION OF ALL REQUIRED IMPROVEMENTS IN CASE OF DEFAULT. REFERENCE THE UNDERLYING AGREEMENT PLACED FOR STORMWATER CONTROL MEASURE (SCM), WAKE COUNTY REGISTER OF DEED BOOK — PAGE — AS�NSTANT TOWN. MANAGER, TOWN OF FUQUAY-VARINA eEAM{O- TOWN OF FUQUAY-VARINA Major Subdivision - Dedications: THE TOWN OF FUQUAY-VARINA HEREBY CERTIFIES THAT THE TOWN BOARD OF COMMISSIONERS APPROVED THIS PLAT AND ACCEPTED DEDICATION OF THE STREETS, SIDEWALKS, RIGHTS -OF -WAY, PUBLIC EASEMENTS WITH PUBLIC WATER AND/OR SEWER, AND PUBLIC PARKS AND/OR GREENWAYS SHOWN ON THIS PLAT, BUT ASSUMES NO RESPONSIBILITY TO OPEN OR MAINTAIN THE SAME UNTIL, IN THE OPINION OF THE TOWN BOARD OF COMMISSIONERS OF THE TOWN OF FUQUAY-VARINA, IT IS IN THE PUBLIC INTEREST TO DO SO. � is :e- E 20 � OR ASSISTAW TOWN MANAGER, TOWN OF TOWN CLERK, TOWN OF FUQUAY-VARINA v `n o 00 A Mi N m _ O N v c') N T ■ � —mi O Z cn m N r+ i rn -n v' Z n N m !`Y-VARINA Major Subdivision - Plan Approval:"`"` r WE HEREBY CERTIFY THAT THIS SUBDIVISION PLAT SHOWN HEREON COMPLIES WITH GENERAL STATUES §160D, ARTICLE S. SUBDIVISION REGULATION AND THE SUBDIVISION REGULATIONS OF THE TOWN OF FUQUAY-VARINA, NORTH CAROLINA, AND WAS APPROVED BY THE TOWN BOARD OF COMMISSIONERS WITH ANY EXCEPTIONS OR CONDITIONS AS NOTED IN THE MINUTES BY THE TOWN BOARD OF COMMISSIONERS, AND THAT THIS PLAT HAS BEEN APPROVED FOR RECORDING IN THE OFFICE OF THE WAKE COUNTY R_ EGISTE�JO�F DEEDS. 20 PLAN NG DIRECT Ft T _WN OF FUQUAY-VARINA N OF F UAY-VARINA L more FINAL PLAT: BROADWELL TRACE SUBDIVISION PHASE 3 MIDDLE CREEK TOWNSHIP WAKE COUNTY - NORTH CAROLINA Note: THE STREET ADDRESS NUMBER DESIGNATED ON THE PLAT MAP SHALL NOT BE USED AS THE IDENTIFYING' NUMBER ON THE CLOSING DOCUMENTS. THE WAKE COUNTY PIN NUMBER IS THE OFFICIAL IDENTIFYING NUMBER. THE STREET ADDRESS NUMBER IS SUBJECT TO CHANGE IN THE FUTURE. Note: RIPARIAN BUFFER: ALL AREAS DELINEATED AS A RIPARIAN BUFFER SHALL BE MAINTAINED AND REMAIN IN ITS NATURAL STATE IN PERPETUITY BASED ON STATE AND LOCAL REGULATIONS THAT ARE IN FORCE THAT MAY BE AMENDED FROM TIME TO TIME. THE OWNER(S), HEIRS, SUCCESSOR, ADMINISTRATOR, EXECUTOR AND ANY AND ALL ASSIGNEES WITH PROPERTY IMPACTED BY THE RIPARIAN BUFFER MAY NOT DISTURB SUCH BUFFER AND SHALL PROTECT AND PRESERVE SAID AREA(S) ACCORDING TO EXISTING REGULATIONS BY THE TOWN AND/OR THE STATE OF NORTH CAROLINA. Note: BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED BY (-) ON THE SUBDIVISION PLAT, THE BUILDER SHALL OBTAIN A FLOOD HAZARD PERMIT FROM THE TOWN OF FUQUAY-VARINA. TOWN ENGINEER, ARCHITECT OR SURVEYOR SHALL CERTIFY THAT ALL FLOOD HAZARD SOILS ARE IDENTIFIED ON THE PLOT PLAN AND NO STRUCTURE IS WITHIN FLOOD HAZARD SOILS. NO REFILLING OR THE ERECTION OF PERMANENT STRUCTURES IS PERMITTED IN AREAS OF FLOOD HAZARD SOILS (PER WAKE COUNTY SOIL MAPS OR FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ZONES) UNTIL A FLOOD STUDY IS COMPLETED AND APPROVED BY THE TOWN OF FUQUAY-VARINA OR FEMA. Note: BY SUBMISSION OF THIS PLAT MAP OR APPROVAL BY THE TOWN OF FUQUAY-VARINA, THE OWNER(S) DEDICATES TO THE TOWN FOR PUBLIC USE ALL STREETS, EASEMENTS, RIGHTS -OF -WAY, WATER AND SEWER UTILITIES, PARKS AND/OR GREENWAYS SHOWN HEREON FOR ALL LAWFUL PURPOSES TO WHICH THE TOWN MAY DEVOTE OR ALLOW THE SAME TO BE USED, AND UPON ACCEPTANCE THEREOF AND IN ACCORDANCE WITH TOWN POLICIES, ORDINANCES, REGULATIONS OR CONDITIONS OF THE TOWN FOR THE BENEFIT OF THE PUBLIC, SAID DEDICATION SHALL BE IRREVOCABLE, EXCEPT DEDICATIONS OF EASEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY FOR STORM DRAINAGE ARE NOT MADE TO THE TOWN, BUT ARE IRREVOCABLY MADE FOR THE SUBSEQUENT OWNER(S) OF ANY AND ALL PROPERTIES SHOWN HEREON FOR THEIR USE AND BENEFIT. Note: OWNER(S) (AND ANY SUCCESSOR -IN -INTEREST) HEREBY WARRANTS AND AGREES TO MAKE REPAIR(S) TO ANY AND ALL STREETS, CURB, GUTTER, STORM DRAINAGE, STORM WATER FACILITIES, UTILITIES, AND APPURTENANCES, REFERRED TO HEREIN AS "IMPROVEMENTS(S)", INSTALLED BY THE OWNER(S) WITHIN THE DEDICATED RIGHTS -OF -WAY OR EASEMENT(S) DUE TO DEFECTIVE MATERIALS OR FAULTY WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR BEGINNING FROM THE DATE OF RECORDATION OF THIS PLAT MAP. 1N THE EVENT THE OWNER(S) POSTS A BOND FOR CONSTRUCTION OF FUTURE IMPROVEMENTS, THEN THE OWNER'S WARRANTY AND AGREEMENT SHALL BEGIN FROM THE DATE SAID BOND 1S RELEASED. OWNER'S OBLIGATION TO REPAIR(S) SHALL BE TRIGGERED WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING OR PUBLIC WORKS DIRECTOR, A.DEFECT IN SAID IMPROVEMENTS OCCURS. Note: PER CONDITIONAL CASE NUMBER REZ-2016-15 THE FOLLOWING CONDITION IS LISTED: 1_. THAT DUPLEXES NOT TO BE PERMITTED ON THE SUBJECT PROPERTIES MORE PARTICULARLY KNOWN AS WAKE COUNTY PIN #0656-29-1897, 0656-19-4343, 0657-10-2904. Open Space: BY RECORDING THIS SUBDIVISION PLAT AS AN OPEN SPACE DEVELOPMENT AND MEETING ALL CONDITIONS AND REGULATIONS SET FORTH BY THE TOWN OF FUQUAY-VARINA LAND DEVELOPMENT ORDINANCE, THIS PLAT IS BINDING UPON THE OWNERS, RESPECTIVE HEIRS, SUCCESSORS, ADMINISTRATORS, EXECUTORS, BUYERS AND ASSIGNS HERETO AND SHALL MEET ALL CONDITIONS AS FOLLOWS: 1. ALL DEDICATED OPEN SPACE, COMMON GREEN AREAS AND CONSERVATION EASEMENTS SHALL BE MAINTAINED AS OPEN SPACE AND SHALL NOT BE SOLD, DIVIDED OR DISPOSED OF IN ANY MANNER THAT WOULD ALLOW CONSTRUCTION OF BUILDINGS OR DEVELOPMENT WHICH COMPROMISES THE EXISTENCE OF THE OPEN SPACE. 2. THE DEDICATED OPEN SPACE AREAS AND CONSERVATION EASEMENTS SHALL REMAIN IN ITS NATURAL STATE, MAINTAIN EXISTING VEGETATION AND NO LAND DISTURBING ACTIVITY EXCEPT FOR UTILITIES, GREENWAY TRAILS AND EROSION CONTROUSTORMWATER MANAGEMENT AND, IN SUCH CASES, SHALL BE ADDRESSED IN A SPECIFIC MANNER TO MINIMIZE DISTURBANCES AND/OR DISTURBANCE SHALL BE LIMITED ONLY TO THE EXTENT NECESSARY FOR CONSTRUCTION THEREOF. 3. CONSERVATION EASEMENTS THAT ARE PART OF A LOT SHALL NOT BE DISTURBED, CLEARED OR BUILT ON EXCEPT FOR THE INTENTION OF INCREASING OR ESTABLISHING PLANTED VEGETATION AS A NATURAL AREA. 4. COMMON GREEN AREAS ARE FOR THE PURPOSE OF ENJOYMENT OF THE DEVELOPMENT AND SHALL BE MAINTAINED IN ITS NATURAL STATE WITH MINIMAL DISTURBANCE OTHER THAN TO ENHANCE THE COMMON GREEN AREA AS PART OF THE OVERALL OPEN SPACE PLAN, AS APPROVED BY THE TOWN BOARD OF COMMISSIONERS OF THE TOWN OF FUQUAY-VARINA. 5. ALL PERSONS OR ENTITIES TAKING TITLE TO ANY.LOT OR PROPERTY WITHIN THE SUBJECT DEVELOPMENT SHALL BE SUBJECT TO THIS CERTIFICATION. SAID CERTIFICATION IS PERPETUAL AND SHALL RUN WITH THE LAND. I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF THE PROPERTY SHOWN AND DESCRIBED HEREINANDTHAT-1-(WE) HEREBY ADOPTED THIS PLAN -OF SUBDIVISION WITH MY (OUR) FREE CONSENT, AND ESTABLISH THE DEDICATED OPEN SPACE, COMMON GREEN AREAS AND CONSERVATION EASEMENTS AND ANY OTHER OPEN SPACE FOR PUBLIC OR PRIVATE USE IN ACCORDANCE WITH THE STANDARDS OF THE OPEN SPACE DEVELOPMENT. o't3t�tr� l '67 �20 r I '%� N CARO LICENSE N0. F-1407 SSOCIP�E WAKE COUNTY, NC 112 TAMMY L. BRUNNER REGISTER Of DEEDS PRESENTED & RECORDED ON 10?2112021 14:18:01 I�III III IIIII�I��II�IIII IINI IINhI�I�aIIIsIIIIINI BOOK:BM2021 PAGE:81855 CARp4 Oc�:'FFESS/p• I �� •QED �'q •.-9 l LICENS N L- 3 SUR�Ey�Q.`O� FARR\N��•.E .lsili �. al •. EASTWOOD HOMES. 6601 SIX FORKS ROAD} SUITE 100 RALEIGH, NC 27615 919.758.8208 ■ FUQUAY-VARINA ■ CORPORATE LIMITS GRAPHIC SCALE JENATUS D. WILSON, II ■ 50' 0' 50' 100, AND DASHELK SMITH ■ WADE P. TEMPLE AND N/F PIN: 0657-02-2106 I JOYCE A. TEMPLE JOYWADE P. TEMPLE AND DB 15482 PG 1592 ■ PIN: 0657-02-5272 PIN: 0 A. TEMPLE SCALE: 1" = 50' ■ DB 9541 PG 1304 PIN: 541 P 2-91 4 ' BM 2020 PG 2099 DB 202 PG 2099 f BM 2020 PG 2099 1-1/2" EIP . (10.00') I N:671,961.99' (10.00.) . �... - - - - - - �..� .. �... � .....� .. .. �� 2'� ...09' / (20.00') (150.65') EX. 5/8„1 x.. REBAR L1 (TOTAL) (503.38') NEW 10' w w w PRIVATE LANDSCAPE w w EASEMENT a,.y:... .. •+ .w;�: The Landscape Easement is to be left undisturbed in perpetuity or w w w t '�'�•�.,-� if an improved buffer, maintained as approved. JASON LILLEY AND'LAURIE STEELMAN g PIN:0657-01-2856�``�= w g - w w w •\�'�' \ Z w u' j wa. DB 13029 PG 1367 w �'v�;�°;w .0 w w w w w BM 1999 PG 324,x- 4vY,` w w W w w-.,,�• = W W w' -.- 4w . w +:%Fil% -.w w w w w w w •i W \ Q, pp as:+ p� Q Oz,.^, � 8$ ,v �:•':w;';; t w ,.. . w' w w w ,v w w w w w\ I w w w W p �� ..,•<N' w 0? I"P yL U' �! O w w w w w u w w w w W w / w w t• v ?\f; v w w-STREAM* Z U N/F CEN•TERkINE PETER M. HARRIS '��'•''` w w w W w w w w W' w .r w w w ��. ' w w w w W' w w w w w• ,t. � I � .e. a,' ,y w` y:i'2'.•:...: s AND MARY P. HARRIS IN�k`'�p;;,,; w w W w, .;' +a, w w w w• � .,. w w .. PIN: 0657-01-3744 �✓ DB 8588 PG 1401 BM 1999 PG 324 ,,+ •� wµ. .. .. `\ w' V` w w w W +b' j/ w W' w w w o� � V+M. •::.....' \ °i' w w W w W w w\ ) � ,k" w Ji w W `^*,''Sq..--yy T! �:::":r''..t;•::a' `Vy ,,, w W W W ,b• w w w' v. .w,.°,.. ..`°.®'® `"'""'°'"°' ..o.'°'°°•'°'°' .......�- .+.�....a ....�._.. m. •...a..® .:� � ti' w w w w w" w w w w" w �„„„. . � w w w w\w W w � �•d, w w V." w 3/4" EIP w W w W .63' W OF BL i; w w w w w s• ! w w w '^"f .: k�.4wT<`i ,, w w• w w \ ii ,., w w w N/F :s : r BRYANT, DWIGHT D. AND_� TRILBY D. BRYANT ="` ">s° " w �'•` I w w w u �• PIN: 0657-01-3631 �� •<.A ' DB 15378 PG 224 y3R�"''' � u, w w w •:' .;' BM 1999 PG 324'=i:,: `'.",?, w w w w "`� .� w,� W •, w w w ". y @. "°e. I •s�'::r ,"'''W W 4• V' w W w' S w w OPEN SPACE (L1-L7, L77, L91, L90, L114, L113, L112, L111 L110, L109, L108, L107, L106, L105, L104, L103, L102, L101, L100, C8, C7, L31, C6, L143, L142, w .�j / v• w V w V, \ \ N/F ^_-' L141, L140, L139, L138, L137, L136, L135, L134, w w .� ' L133, L132, L131, L130, L129, L128, L127, L126, w w L w w w w "• CLYDE HENRY WEAVER JR. "°"�.. = � " - r \ \ ;;Y,:a;rF \ PIN: 0657-01-3435 �^ __�>;:_,:, L125, L124, L123, 209.88, 20.07, 10.02, 10.02, L20) w • w v � w ,:, ,W w w w w " `� 639,325 SF 114.677 AC \ ESTATE FILE: 09-E PG 299 ` B; ``T-= . 11 DB 9000 PG 1336 (1 BACK) \ i Np \ BM 1999 PG 324 C�+ Cj p `Rqz \ COMP. POINT s ,� w W V• w w w �w v w w ^L .i . w w" •w v ,v 0•\ �^ . .� \ N.' :,�,; \ \ � `*,>r,?: ;'''"'�'/ w w w w ,., w w w• w .. W .. ,,, w w v LICENSE NO j:s-v?�..?;; .;a w w w w J+ w w .• w u, w� w W w W r a;. F-1407 \ The Landscape Easement is to be left undisturbed in perpetuity or \\ if an improved buffer, m aintai ned as a pproved. '•�� \ \,,� NEW 10' y:.. � w ,�+ w w w W w w w w w w w w °• •� ''s: ;%':, �' •,` W' w w w J^ w w w' V` w W w ^&' W w W A \ PRIVATE LANDSCAPE :x NEW PUBLIC 20' ',.. w w w w W w" w w „ w w w w{ w w v- ,s• EASEMENT 10+P'� fa SANITARY SEWER EASEMENT w w v �' w, II �• w W " W (L147-L148, L150, 20.07', L151-L152, 20.07', L146, 20.00') NEW 10' TEMPORARY w w w w w Iw w W w w w w w w w \ 10''' 32;395 SF f 0.743 AC II \ CONSTRUCTION EASEMENT w w w w w w w w s w w w W au� \ L145, 10.00', L146, 10.02° `' w �y.d I w w ww w w .W w• W w w W w w w w CAR r \ ( ; N,.........�� \ \ 14,067 SF / 0.323 AC c I w w w W w W w w w. w w • u' www' w �• F ON 9 I,�y��'�. •�� w w w w w W u. w .,' w ti w w � w w ... w 1--EN N "Ce \ i::•e :� "v"c w ,r u. V, ,k w w. •,i. :• k v- v, w w W v, w 4, N/F \ ,.'y. '.":- W w w ur w• u• w' w w w w w w w NICOLE T. KARLS - � ) DB 170520 PG 1895 \\ M w w N� suR O \ APPARENT PARCEL GORE ' N s ' FEARR\ �f" � BM 1999 PG 324 •�( I';�`�'`'''~' � w w w w w^ w w w .w W W w +a' W . W w w w r'�; ' '° w w w w r• w w w W �• X i9 '�;I.•:�Rlic::?'. w V, w w W w r µ' Vr' w ,✓ w w, WAKE COUNTY NC' j w w w w• w �. w w w w w 113 .a ��: ! TAMMY L. BRUMNER I rig::,; i f/ w w w w w w w .L w w w .. w w ; I DEEDS ..,;w OF !'; z REGISTER \ �<. �;��;�:' w w w �• w w .:" w w � w' w' } ON ^.� w PRESENTED &RECORDED" w w w w 18:61 IIAIII \ .s:•t w w w w W w w w w w w w EX. FLOOD PRONE SOIL i BOOK:BM2021 PAGE:01856 BOUNDARY (TYP.) ` v �i -X.a,`'_>'YiJx? •W W W w w w w w w w w t W w w W M 3/4"EIP \L0 - w _,.. 1.65' W OF BL BUILDING SETBACKS (TYP.) FRONT: 20' SIDE: 6' SIDE CORNER: 16' REAR: 15' T v � D o OO 00 I CD rn O V m -� = -# N T • O c cr Z N _ m W D co 20' EXISTING STORM I DRAINAGE EASEMENT I BM 1999 PG 323/324 NIF MATTHEW C. EFIRD AND JACLYN C. EFIRD 20� I' PIN:0657-01-2098 DB 13927 PG 1277 MATCHLINE BM 1999 PG 323 SHEET 5 m .f 7 FINAL PLAT: BROADWELL TRACE SUBDIVISION PHASE 3 MIDDLE CREEK TOWNSHIP WAKE COUNTY - NORTH CAROLINA w w EX. WETLANDS (TYP.) \w w w w w V• ,t' W V, w ^. w w w w w V• J r w w w W w w w W W v �w w +, w w w J` W •'• "'mily \j W W w w w V^ v'. �' •w w W ,a^ w/��" /a, w W w w W w w �v ,a„ w w ^t' w• �' I f` � i / J w w W w w w' w w V' w <� J f w w W w V• w W Ns V, w` W W V' V' tF{ w w „ W w w w w w w w' .v .:, .> J • EASTWOOD HOMES 6601 SIX FORKS ROAD, SUITE 100 RALEIGH, NC 27615 919.758.8208 Ll (TOTAL) (503.38') 1" EIP (8.06') (10.00.) % jj'.. .................. � 2 k-, 17- �1 EIP N/F TIMOTHY D. POWELL N/F perpetuity or The Landscape Ea'sement is to be 'Ieft undisturbed in AND JANE S. POWELL if a n improved buffer, maintained as approved., �NEW,10' PIN: 0657-12-2190 1" EIP MICHAEL W. RHODES 77 Th�\L, PRIVATE,LANDSCAPE DB 11428 PG 2454 N: 671,880.36' AND SUSAN L. RHODES 20' -;;'n E: 2,051,400.84- PIN: 0657-12-5003 EASEMENT. BM 2004 PG 1691 -10, TIE TO ESP "GPS 1" DB 11168 PG 2460 7/8" NIP BM 2004 PIS 2381 N: 671,865.24' 1 EIP S 1311013" W BM 2004 PG 2381 -7 L4 35.53'(GROUND) tit E: 2,051,130.61' - - - - - - - - 7 ra z V 01 _\ . .. . . .............. 2K .......... ............. L ............ A, L161 F- rri (A -C . ........... 0 ...... ESP "GPS 1" i .7 -1 ri L 73 L --I M r, 0 N: 671,845.766' :: -:� - �76�9 ru FU AV NEW PRIVATE 51 ru t2 E: 2,051,392.748' C30 to co STORM DRAINAGE EASEMENT 10-00') ELEV.: 467.12' CO 00 (L166--173,21.50 M -q -C 3,393 SF 0.078 AC M111 EW PUBLIC L163 M:� 0 OPEN SPACE 0) 1.- 20' zz -T rn n rn r1l n o) (L1 -LT L77, L91, L90, Ll 14, Ll 13, Ll 12, Ll 11 0 S cl 0) SA�ITARY SEWER EASEMENT M t 6 z L110, L109, L108, L107, L179, L106, L105, L104, L103, .'t2v ;;� 126) 30 us 4110 to I-& 7 L102, L101, L100, C8, C7, L31, C6, L143, L142 Z (1-156-1-157,11.94, 8.06, NEW 10' TEMPORARY 0 17,553 SF L158-L159, C14, C13) LLcv L141, L140, L139, L138, L137, L136, L135 CONSTRUCTION EASEMENT Ul to z (5 X L134, 0 3,798 SF 0.087 AC C,4 L133, L132, L131, L130, L129, L128, L127 0.403 AC L163, L165, L162) . . . . . . . to L126, \1, ��:k (10.00 41 4, L125, L124, L123, 209.88', 20.07', 10.02', 10.02', L20) 279 SF 0.006 AC 639,325 SF 114.677 AC NEW PUBLIC 20' 1" EIP 13,266 SF 'SANITARY SEWER EAS E14IENT N/F 0.305 AC (1-160-1-161, 10.00', L16, MHB DEVELOPMENT, LLC L164, C17, C16) cis PIN: 0657-11-7499 C16 3,871 SF 0.089 AC DB 18329 PG 1111 EX. FLOOD PRONE SOIL C17 0) 25� 06608 BOUNDARY (TYP.) \ (2 j C10 - 15,245 SFCA \�\ (28' 'I, 0.350 AC W 41 C11 11,025 SFINSET A L32 4NL153. 0.253 AC L33• --3 .. L154LICENSE NO : F-1407 NEW PRIVATE 20' L155 ISTORM DRAINAGE EASEMENT <,\, % (10.00')-- (106.66') (9 (L153-1-155, L34, L33, L32) % X L I Off (T) 400 SF 10.089 AC ............ 10' REFERENCE IRON SET 6,719 SIF 004 0.154AC ", * -u9c. -- -."- -, - 1 gr- CAR L 94 I - - - - - - - - ,, ,, .41 41 1 of F E S$/o' -*V 4, -4, LICENS (223 1 : 34 EX. WETLANDS (TYP.),, 7,432 SF 0.171 AC SUR40 .......... AR (4;� 38,) C11 L97 EAR L 143 (7\�. li, 4, '1, '1, CD I -j 1�1 (34. 76 0 1 1 1�, 11 21) (2 0 8,956 SF EX. PRIVATE 20'STORM DRAINAGE EASEMENT 0.206 AC BM 2020 PG 552-558 BUILDING SETBACKS (TYP.) FRONT: 20' SIDE: 6. SIDE CORNER: 16, REAR: 15' 10,109 SF 0.�32 AC• /EX. 20' PUBLIC SANITARY GRAPHIC SCALE Uj SEWER EASEMENT (30) .20* BM PG 552-558 50' 01 50' 100,Z 1 0 0 M 0 IN 7,799 SF *HEREBY REMOVED- Z: LLJ w w w W 1. 4, 1, 11, 00 0.179AC 1, i (1) E N N N N 0 LLJ 't, 10. SCALE: 1 50' < col 11,946 SF 0.274 AC J NEW 10' : ;" PRIVATE LANDSCAPE 31 20 i 0 / EASEMENT 11 "1 - 1177-� �2 7,820 SF13 390 SIF The Landscape Easement is to be left undisturbed in perpetuity . or if an improved buffer, maintained as approved. q. 7 0180 AC 0.307 AC 0 66� 0 Ln A EX. 10' 0 eb, (32' L27 1-3/4" EIP (FLUSH) PRIVATE LANDSCAPE lzr EX. PRIVATE 20'STORM N: 671,307.62' 7,800 SF > - DRAINAGE EASEMENT E: 2,051,382.46' EASEMENT 0.179AC 15' BM 2020 PG 552-558 N 1 *05'43"E 538.25'(GROUND) BM 2020-PG 552-558 TIE TO "GPS; 1 < 6,240 SIF 2"EIP 0.143 AC \ -j 1-3/4" EIP (FLUSH) 33 i 4 (13" BG) .31'SE OF BOUNDARY - 41 C23 1-3/4" EIP CORNER - ONLINE .19'SW OF BIL 18 8,137 SF L40 \11 0.187 AC INSET B 6,540 SF 4 (9126) L7(TOTAL) (16.06') (6" BG) 0.150 AC B89 , / \ L77 /2" EIP L90 < C35 SIGHT TRIANGLE L 91 T- -T- --T- (17i� X 70' (TYP.) 10 34, X ci 0 k GP 7,618 SIF 8,243 SF 0.175AC (16) 0.189AC 7,764 SIF 0, 0 E SOIL 7 P/ 0.178AC EX. FLOOD PRONE r j 7,398 SF 6,419 SF 13 12 BOUNDARY (TYP.) �1 05) �0, C, I (� C t 1 1 0.170AC 1 7,923 SF I C 4 1A 0.147 AC �16 (35 0.182AC EX. PUBLIL, UTILITY EASEMENT 8,245 SF F7107 I F1 7061 1-11 �:- i � �<, -/ (106) /, \ 2020 PG 552-558 0.189 AC L rH , - \ \ ll,4) NEW PUBLIC 5STREET 6,290 SIF f 0.144 AC TREE EASEMENT (TYP.) C727 --------- L43 L44 20107, 7/8" NIP JYP�) /EX. 20' PUBLIC SANITAR ILO WILLBROOK DRIVE 8,407 SIF 36) SEWER EASEMENT BOUNDARY LINE EX. 52'PUBLIC R/W 0.193 AC 0 HEREBY REMOVED 8,241 SF BM 2020 PG 552-558 BM 2020 PIS 552-558 *HEREBY REMOVED' 081 0.189 AC 4) 29 IC) 8 L46 EX. PUBLIC SSTREET 04) 12,076 SF 0.277AC TREE L 1 BM 2020 PG 552-558�4 DEASEMENT 9,8" SF 0.226 AC 111091 LO 24 F1 711-1 L j 1707 5 - L 57 9,169 SIF BOUNDARY LINE 0.210 AC HEREBY 7/8" EIP REMOVED 37 N: 671,089.62' 7,760 SF 111 103 ;1 i (�1)2 co E: 2,050,963.80' 0.178AC co 7,046 SF -j 113 TIE TO "GPS I" 6,399 SIF N29'33'56"E 869.34' (GROUND) 0.162 AC W CU In 7� 0.147AC > co W Lo LO al 4 Z Lo 0 :3 Q Lo W :3 to w G) 0 EX. PRIVATE 20' STORM DRAINAGE EASEMENT L72 L68 (TOTAL) < U) 38 cT, o rn BM 2020 PG 552-558 L71 L70 L69(11.11') (%77') L6 L66 Z CD �n 4 cli 2 ' 1 -0 102 Cn W ID Ll 80 0 W C4 W 00- C o do 00 J. r') == C) C- X0 -4 M M M C:) rri M C) CD V) 4 C=) cyl M C-) (n -n M 00 ;1K >.. ?P -n M Q'I r- C) FINAL PLAT: SURVEYED BY: PREPARED FOR: & ESP Associates, Inc. BROADWELL TRACE 2200 Gateway centre B.M. EASTWOOD HOMES SUBDIVISION Suite 216 Moi-i-isville, NC 27560 PHASE 3 Aj 6601 SIX FORKS ROAD, SUITE 100 MIDDLE CREEK TOWNSHIP phone 919..678.1070 RALEIGH, NC 27615 fax 919-.677.1252 A'' WAKE COUNTY - NORTH CAROLINA LICENSE NO. F-1407 www.espassociates.com 919.758.8208 _ MATCHLINE SHEET 3` 3/4" EIP 1.65' W OF BL BUILDING SETBACKS (TYP.) FRONT: 20' SIDE: 6' SIDE CORNER: 16, REAR: 15' GRAPH 50' 0' 10011111111100 SCAL ��aaa a N CARC. � -0 .9 LICENSE NO. F-1407 �SOCIP�� 20' EXISTING STORM ••-•• DRAINAGE EASEMENT BM 1999 PG 323/324 I J� -.. 20' w �a;,;,;. e ., w v. w' ... w ,s• w w w � ^a. ,i w. EX. FLOOD PRONE SOIL BOUNDARY (TYP.) t wr„�� 4• w .c• v w W w v, w w w v• w .. .. w u, � � i a _oA�.' \\\ w w w w w w w w ,,• w' w w w w° w d �p ` f W^ w w w {J•r;�y ��y«,!-� \w w w w w w w w w ,. .s• w W w w w w - ''^y �' ``� • \w w w w w w w w w � v. ww w w w w / EX. WETLANDS (TYP.) w w w w w w y�..,j;Ati:»:�;'<'„�'''. •` *✓' w W V' ,., +y V W W. Yr w W v w v w i n'`. e;=qz,•.:,.y� w •Y w W W w w w� ,:^ w u w w w w w t `'��n \ w W w w w w w a•' w v' w w w w w W w' � d v `w�• `z' } w w w w w w W w. v' w Y m y/ ' /I[ W :. <^... . ( w w ,L w w w w *'v w V. w w `a• •J• ';; "; A/ p of . �a..i'N><"K. W.,Y w ^Y W W •2. �L• Vw w W V• v.,., w .:' w w�- w +t• .,, w v w •x. W w w w w w w w. ,.• W� J W�, ' '^,y-.�;� v .y w w w .y, w v. W „• W .. w ew w .�.,w<: 1 (33 �l ,'��ti-=.a"::;r� w v' w .[. w W w w w w F77 c• w w .i• I i �-Y:<:!w.; w w w w w w w W .s• W w w w w w t r 37 I 'z.§:�•.. W w 'V w W E W. W V^ w f W W W :• I 00 p�" �l'`�)j ,��.yyl w W W w ,:• V• w w w v:. W w w w w ` LU •1' w "f `��r 1�• �w w w •L' •Y v w V- w• v. w V+ w w t•f 1 :;: axe !,sf w w w •Y w w a, w w w w w wl �. !, N v w 1 _ F- I J x.: 38 ^x',� kc'i f .y w +tr .y w v w v.• w v,\. l a' ;�.1�.7'; lw w V• � w w +✓ w V. W w w�/ .r•+ x w• w w V• V• W w w w W\ / •d.;,,'^'h>7;�," w w ,w W w• w W w w w• � w / lid p :� W w W I w w w w w W ! 39 NEW PUBLIC 20' w w w ! w w w w w v W SANITARY SEWER EASEMENT (L147-L148, L150, 20.07'. } w w w w w w I L151-L152, 20.07', L146, 20.00') 32,395 SF ! 0.743 AC w w w w w w w 1J 1rLA ��e� r ;�1 w w' w w• w w w w w I/ �' 11, 3; is%�^t'K'. BMP „A„ i EX. PRIVATE .�� q:�r.` t •. w w w ... w I w w STORMWATER CONTROL MEASURE ACCESS OPEN SPACE w w w w I. AND MAINTENANCE EASEMENT (L1-L7, L77, L91, L90, L114, L113, L112, L111 d W } BM 2020 PG 552-558 % L110, L109, L108, L107, L106, L105, L104, L103, W w/ L102, L101,1-100, C8, C7, L31, C6, L143, L142, L141, L140, L139, L138, L137, L136, L135, L134, L133, L132, L131, L130, L129, L128, L127, L126, ! L125, L124, L123; 209.88', 20.07'. 10.02', 10.02', L20) w 639,325 SF ! 14.677 AC \ \ CN OO LO 11 04 w'.r �.�. V , w' w w w w w �• ,� v W w w w w w EX. OPEN SPACE w w w w w w w BM 2020 PG 552-558 Y. NEW 10' TEMPORARY ;f CONSTRUCTION EASEMENT v W w w w a !) (L150, L148-L149,10.03') f EX. TEMPORARY 2,096 SF / 0.323 AC - w w W w w w CONSTRUCTION EASEMENT ��« ' V. w W w• w w w BM 2020 PG 552-558 f \ w�a•^• • y ;:. .�� /049 w w w w w w Kk 1 SI•r°�. v w sw u� µ(20.07') 07') j (209.88') - - � NEW 10' % o L19 (TOTAL IVATE LANDSCAPE )11 EASEMENT j (674.74') ape Easement is to be left undisturbed in perpetuor STREAM o ity CENTERLINE '- proved buffer, maintained as approved. r�`• ��N CAR. t p , aFFEssi N/F 0 =.'Q� ��'• ✓ w RUPERT LEONARD VAUGHAN JR. AND KATHY LICEN = � T. VAUGHAN L- ry N bi PIN: 0656-19-4343 co Gt X.o DB 12173 PG 1124 w ;n � TRACT 1 rN°0i r` rn rn u U N/F MATTHEW C. EFIRD w AND JACLYN C. EFIRD PIN: 0657-01-2098 w DB 13927 PG 1277 w , .• BM 1999' PG 323 w a I i 3/4" EIP The Landscape Easement is to be left undisturbed in perpetuity or 2.03' W OF BL if an improved buffer, maintained as approved. NEW 10' PRIVATE LANDSCAPE 10° I EASEMENT NEW 10' TEMPORARY 10 CONSTRUCTION EASEMENT (L145, 10.00', L146, 10.02' ! 14,067 SF / 0.323 AC N/F GENE D. FLINN AND IRIS FLINN ! Cl PIN:0657-00-3806 j O DB 1621.9 PG 2003 BM 1999 PG 323 -tg s' w w ra>, 3/4" EIP 2.59' W OF BL !.z st^ w Ij l;kM1is. IC SCALE h•�: 50' '! 00, •r: APPARENT PARCEL GORE µ w I�w w i4I K'• N/FiJ'?t 16n4"' ANTHONY G. HEIB AND CHRISTINE D. w PIN:0657-00-2578 .....__v DB 9218 PG 1435 BM 1999 PG 323 1-1/2" EIP W/ TAC ONLINE (20. [[ 0 .02') 9 (10.02') f / j PR _ 3/4" EIP 2.72' W OF BL �¢ The Landsc _ if an im B EX. PUBLIC 20' SANITARY SEWER EASEMENT BM 2020 PG 552-558 i EX. 10' PRIVATE LANDSCAPE EASEMENT BM 2020 PG 552-558 •9�aSURv�y••O� �� Ocn �s6 FEARR�NG� ��! ( w 00014 N/F JEFFERY M. ZIMMER WAKE COUNTY, N'C 115 PIN:0657-00-2380 TAMMY L. DRUMMER DB 17584 PG 174 REGISTER OF DEEDS BM 1999 PG 323 PRESENTED & RECORDED ON 1V21/2921 14:18:01 h:I�I�:IIIIIIII��IIhI�II�I�IIMI�I�I�a�I�INI°INI DOOK:DM2921 PAGE:918 B v p do V s I Z D IV M" Ox O < C:)m QNvQ r*' N T r= co C)Z O -m1 cn N D m II Wm 0 Cm 0.. FINAL PLAT::, SURVEYED BY: PREPARED FOR: ESP Associates, Inc. BROADW E L L TRACE 2200 Gateway' Centre Blvd. Suite Ce EASTWOOD HOMES SUBDIVISION Morrisville, NC 27560 PHASE 3 6601 SIX FORKS ROAD, SUITE 100 phone 919.678.1070 RALEIGH, NC 27615 MIDDLE CREEK TOWNSHIP fax 919:677.1252 WAKE COUNTY - NORTH. CAROLINA LICENSE No. F-1407 www.espassociates.com 919.75$.820$ N O N 0 O O L7 O INSET A SCALE: 1 °' = 10' 2% 492 n28V NEW PUBLIC V �G UTILITY EASEMENT (L174-L176, C11, C10) `'�4 G �oQJ 102 SF 10.002 AC � �o /U s7 GRAPHIC SCALE 10, 0' 10, 20' MEN SCALE: 1" = 10' Parcel Line Table Line # Direction 'Length L1 S 88'11'23" E 705.97 L2 S 89'50'14" E 18.06 L3 S 1'56'08" W 52.64 L4 S 88*10'53" E 209.96 L5 S 1'49'41" W 99.89 L6 S 1'50'27" W 473.15 L7 S 82*47'12" E 107.32 L8 S 87*27'19" E 784.77 L15 N 88*34'32" E 26.17 L16 N 0'43'48" E 754.53 L17 N 89'36'19" W 943.90 L18 N 1'06'43" E 356.17 L19 N 8 4114 8" W 924.73 L20 N 1'30'43" E 1406.81 L21 S 337'02" E 161.34 L22 S 3'37'02" E 52.07 L23 S 3'37'02" E 192.67 L24 N 88'57'25" W 52.33 L25 N 4226'57" E 9.78 L26 N 42'26'57" E 24.43 L27 S 47'33'03" E 1.00 L28 N 42'26'57" E 40.57 L29 N 42'26'57" E 65.00 L30 N 42'26'57" E 50.57 L31 N 1'49'57" E 74.34 L32 S 1 *49'57" W 3.20 L33 S 1'49'57" W 10.00 L34 S 1'49'57" W 10.00 L35 S 1'49'57" W 46.00 L36 S 1'49'57" W 61.94 L37 S 1'49'57" W 12.23 L38 S 42'26'57" W 36.14 L39 S 42'26'57" W 95.00 L40 S 47'33'03" E 2.35 L41 S 47'33'03" E 52.00 L42 S 47'33'03" E 38.41 L43 S 87*27'19" E 13.90 L44 S 8727'19" E 26.73 L45 S 2'32' 41 " W 52.00 L46 N 87*27'19" W 40.64 L47 N 47'33'03" W 47.90 L48 N 47'33'03" W 44.86 L49 S 42'26'57" W 22.29 L50 S 47'33'03" E 60.32 L51 S 47'33'03" E 53.04 v Co V J � � Z N � �� W C5 �N = ~ < - T 1 -ml o z Z Parcel Line Table Line # Direction Length " L52 S 47'33'03" E 12.27 L53 S 6'32'28" E 43.26 L54 S 6'32'28" E 37.51 L55 S 6'32'28" E 6.38 L56 S 6'32'28" E 42.07 L57 N 82'03'18" W 135.41 L58 S 42'26'57" W 120.00 L59 S 41'51'20" W 120.03 L60 S 34*19'35" W 178.56 L61 S 26'47'50" W 168.01 L62 S 19'16'05" W 141.90 L63 S 11 '44' 20" W 126.46 L64 S 4*12'36" W 120.21 L65 S 2'32'41" W 120.00 L66 N 87'27'19" W 52.00 L67 N 87*27'19" W 3.06 L68 N 87*27'19" W 61.88 L69 N 87*27'19" W 3.99 L70 N 8727'19" W 63.79 L71 N 87*27'19" W 4.96 L72 N 87'27'19" W 67.72 L73 N 87*27'19" W 6.71 L74 S 70*12'35" W 65.01 L75 N 87*27'19" W 25.27 I L76 S 2'32'41" W 121.34 L77 N 7*12'48" E 10.00 L78 N 2'32'41" E 125.59 L79 N 12'18'37" E 126.60 L80 N 25'38'28" E 128.68 L81 N 38*58'19" E 120.00 L82 N 42'26'57" E 120.00 L83 N 42'26'57" E 120.00 L84 S 47'33'03" E 27.35 L85 S 47'33'03" E 52.00 L86 S 47'58'28" E 50.79 L87 S 68'13'32" E 47.14 L88 S 68*13'32" E 45.01 L89 S 82*47'12" E 0.65 L90 S 82'47'12" E 47.55 L91 S 82'47'12" E 52.17 L92 S 67'56'42" E 129.23 L93 S 15'30'01" E 124.42 L94 S 46'51'20" W• 190.32 L95 S 88'09'41" E 120.01 L96 S 88'10'03" E 120.00 10' X 70' SIGHT TRIANGLE A0 � G OPEN SPACE N U NEW PUBLIC UTILITY EASEMENT q`5 �\ (L177-L178, 7.70', L40, C23) 76 SF / 0.002 AC 1 � Ge�C.OQ�O fQ \ INSET B "�'G - , \ SCALE: 1 = 10' Parcel Line Table Line # Direction Length L97 S 88'10'03" E 119.99 L98 S 73'28'00" E 129.98 L99 S 55'1O'l9" E 176.71 L100 S 55'28'01 " W 20.00 L101 S 87'52'09" W 11.6.66 L102 N 4'57'05" W 62.48 L103 N 15'23'56" E 50.90 L104 N 28'44'18" E 47.53 L105 N 49'37'03" E 77.07 L106 N 76'24'04" E 39.05 L107 S 88*10'53" E 209.98 L108 S 1'49'41" W 89.89 L109 S 1'50'41" W 94.88 L110 S 1'50'41" W 55.99 L111 S 1'50"I9" W 61.94 L112 S 1'50'19" W 89.64 L113 S 1'50'19" W 114.14 L114 S 1'50'27" W 65.66 L115 S 83'01'46" E 120.00 L116 S 73'47'33" E 120.00 L117 S 64'33'21" E 120.00 L118 S 55*19'08" E 120.00 L119 S 47'33'03" E 120.00 L120 S 47'33'03" E 120.00 L121 S 47'33'03" E 120.00 L122 S 47'33'03" E 119.98 L123 N 1 *10'24" E 293.15 L124 N 54'01'13" E 149.05 L125 N 12'52'27" W 39.19 L126 N 10*07'57" W 39.19 L127 N 338'57" W 39.19 L128 N 0'53'01" W 39.19 L129 N 5'34'26" E 39.19 L130 N 8'22'01" E 39.19 L131 N 14'47'42" E 39.17 L132 N 17'37'04" E 39.21 L133 N 24'00'54" E 39.19 L134 N 26'52'24" E 39.19 L135 N 33'14'03" E 39.19 L136 N 34'43'06" E 32.72 L137 N 42'21'25" E 43.13 L138 N 42'26'57" E 65.00 L139 N 42'26'57" E 24.43 L140 N 43'51'40" E 40.58 L141 N 42*28'10" E 65.00 Parcel Line Table Line # Direction Length L142 N 4228'10" E 53.44 L143 S 77'15'19" E 119.20 L144 N 42'26'57" E 65.00 L145 S 1'30'43" W 1407.51 L146 N 1'30'43" E 1408.21 L147 S 1'30'43" W 1369.49 L148 S 1'30'43" W 10.03 L149 S 8411'55" E 209.64 L150 S 84'11'55" E 209.70 L151 N 84-11'55" W 209.82 L152 S 1'30'43" W 10.03 L153 S 88'09'41" E 20.00 L154 S 1'50'19" W 20.00 L155 S 88'09'41" E 20.00 L156 N 15'30'01" W 120.34 L157 N 1'56'08" E 73.27 L158 N 1'56'08" E 70.48 L159 N 15'30'01" W 117.27 L160 N 46'51'20" E 171.32 L161 S 88'1O'19" E 31.23 L162 N 88'10'19" W 22.95 L163 S 88*1O'19" E 32.96 L164 S 46'51'14" W 148.89 L165 S 46'52'24" W 14.15 L166 N 76'24'04" E 18.29 L167 N 84'42'24" E 83.58 L168 S 84'06'07" E 87.25 L169 S 56*03'19" E 38.55 L170 S 46'51'12" W 15.39 L171 N 56*03'19" W 31.36 L172 N 84'06'07" W 82.04 L173 S 84'42'24" W 117.79 L174 N 67'56'42" W 10.40 L175 N 22*03'18" E 10.00 L176 S 67'56'42" E 10.40 L177 S 42'26'57" W 6.38 L178 S 47'33'03" E 10.36 L179 N 76'24'04" E 12.44 L180 S 27'18'04" E 1.67 AKE COUNTY, MC 116 AMMY L . BRUM DER EGISTER OF DEEDS PRESENTED 8 RECORDED ON 10r21/2021 14:18:e1 1�1�111►1�114111�IIHI�II�IINI�IINIIINIlI�IiIIIIIEIHI�INI BOOK:BN2021 PAGE:91859 ' ESN CAR<il� LICENSE NO. F-1407 �sA ..... S\�U "9SSOCIP�� SURVEYED BY: ` qoqk ESP Associates, Inc. LICENSE NO. E-1407 2200 Gateway Centre Blvd. Suite 216 Morrisville, NC 27560 phone 919.678.1070 fax 919.677.1252 www.espassociates.com BUILDING SETBACKS (TYP.) FRONT: 20' SIDE: 6' SIDE CORNER: 16' REAR: 15' Parcel Curve Table Curve # Radius Length Bearing Chord Delta C1 366.00 59.00 N 11'34'43" E 58.93 9*14'09" C2 366.00 59.00 N 20'48'52" E 58.94 9'14'10" C3 366.00 59.00 N 30'03'03" E 58.94 9*14'11" C4 366.00 49.70 N 3833'33" E 49.66 7'46'49" C5 125.00 64.80 N 2735'49" E 64.08 29*42'16" C6 125.00 23.81 N 7'17'19" E 23.77 10*54'45" C7 25.00 30.77 N 33'25'26" W 28.86 70'30'46" C8 50.01 29.80 N 51'36'24" W 29.36 34'08'50" C9 50.01 44.38 N 9'06'30" W 42.94 50'50'58" C10 50.01 5.01 N 19*11'08" E 5.01 5*44'18" 9 C11 50.01 5.01 N 24'55'27" E 5.01 5'44'18" C12 50.01 30.70 N 45'22'43" E 30.22 35*1O'15" C13 50.01 10.07 N 68'43'55" E 10.05 11'32'08" C14 50.01 10.07 N 8016'02" E 10.05 11'32'08" C15 50.01 34.29 S 74'19'25" E 33.62 39*16'58" C16 50.01 10.07 S 48'54'52" E 10.05 11'32'08" C17 50.01 10.07 S 37'22'44" E 10.05 11'32'08" C18 50.01 30.88 S 13-55'19" E 30.39 35'22'43" C19 175.00 44.92 S 9'11'10" W 44.80 14'42'27" C20 175.00 55.88 S 25*41'15" W 55.64 18'17'44" C21 175.00 23.26 S 38'38'32" W 23.24 7'36'50" C22 25.00 31.11 S 6'47'39" W 29.15 71 *18'36" C23 25.00 8.16 S 38*12'21" E 8.12 18'41'24" C24 324.00 19.66 S 49*17'22" E 19.66 3'28'38" C25 324.00 75.38 S 57'41'36" E 75.21 13*19'51" C26 324.00 75.38 S 71'01'27" E 75.21 1319'51" C27 324.00 55.22 S 82'34'21" E 55.16 9'45'56" C28 : 376.00 10.93 N 86'37'22" W 10.93 1'39'54" C29 376.00 49.41 N 82'01'32" W 49.37 7'31'45" C30 376.00 49.41 N 74'29'47" W 49.37 7'31'45" C31 376.00 49.41 N 66'58'02" W 49.37 7'31'45" C32 376.00 49.41 N 59'26'18" W 49.37 7'31'45" C33 376.00 49.41 N 51'54'33" W 49.37 7'31'45" C34 376.00 3.90 N 47'50'52" W 3.90 0'35'38" C35 25.00 38.29 S 86*16'48" W 34.66 87'45'12" C36 314.00 73.38 S 35'44'26" W 73.21 13'23'21" C37 314.00 115.64 S 18'29'44" W 114.99 21'06'03" ,e-N GARpC,, VESS/p . LICENS 3 o. ............SUR e FARF M" EASTWOOD HOMES 6601 SIX FORKS ROAD, SUITE 100 RALEIGH, NC 27615. 919.758.8208