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HomeMy WebLinkAbout20230501 Ver 1_survey_plat map_20230331SURVEY FOR Vw VG HOLDINGS, INC N LOT 46, ROYAL ACRES SUBDIVISION 9 SITE sryo� 10 110 E. DYNASTY DRIVE a PIN# 0764.06-49-9336 �o A m REF: D.B. 17212, PAGE 118 CO_ REF: B.M. 1988, PAGE 1652 VICINITY MAP TOWN OF CARY LEGEND: g 00 WAKE COUNTY, NORTH CAROLINA EIP - EXISTING IRON PIPE m 0 JANUARY 11, 2023 EIB - EXISTING IRON BAR BEIP - BENT IRON PIPE REVISED FEBRUARY 2, 2023 BEIB - BENT IRON BAR p CM - CONCRETE MONUMENT 40 20 O 40 80 EXISTINGNAIL O CPK- CALCULATEDKPOINT NIP - NEW IRON PIPE SET Q R/W - RIGHT OF WAY SCALE 1 n=40` CACABLE TV EBN ELECTRIC BOX BOX TEL - TELEPHONE PEDESTAL PP - POWER POLE CURVE TABLE OHL - OVERHEAD LINE CURVE ARC LENGTH I RADIUS 1 CHORD LENGTH CHORD BEARING TIE TO THE INTERSECTION LP - LIGHT POLE WM - WATER METER C-1 68.76 85.00 66.90 S 62'11 30 E OF DYNASTY DRIVE AND NORTH HARRISON AVENUE WV - WATER VALVE LINE TABLE __ CO - SEWER CLEAN -OUT LINE BEARING DISTANCE CC - CONCRETE CB - CATCH BASIN L-1 N 5402 O W 46.61' ti ^ INSET+ ` MH - MANHOLE IMPERVIOUS SURFACE ° " e• (NOT TO SCALE) 1 of TABLE FH - FIRE HYDRANT HOUSE 1.322 S.F. yam-�°•y® DWELLING �: E DYNASTY DRIVE DECK (251 S.F.) PATIO 0 S.F. , ° DECK 171 S.F. �s 0 'fps• `� 60' PUBLIC R/®0 DRIVEWAY SIDEWALKS MISC/UTILITIES 1,590 S.F. S "'`1' N� 78 S.F. �. o 78 S.F. PROPOSED DECK (144 S.F.) 0 S.F. \ ~'`� TOTAL IMPERVIOUS AREA 3,292 S.F. 40• SANITARY 37.6•� SEWER TOTAL LOT AREA PERCENTAGE OF IMPERVIOUS 20,908 S.F. 1.5'-/ AREA 15.75% EASEMENT\ PROPOSED - - DECK ,•�,� AbDITION " 19 ANNUAL FEMA FEMA\ FLOOD NIP FLOOD LIMIT ZONE "AE" ZONE \ MAP # 3720-0764-OOK '1� DATED 7/19/2022 �1 . TEL \ 45 IP LP CATV -� • ROYAL OAKS 47.1' 30.6' ETAINING\ \ 3'\ SUBDIVISION \ B.M. 1984, PG. 1688 \ CONCRETE WALL c O0 I / DRIVEWAY & SIDEWALK ,O0 DRAI \ ^ Q INLE \ --•�� 4 DWELLING � /\ q �+ L{.8 AifN DECK A C i / 20,908 S.F. CONCRRE 9 48 \ �Q(PA 40' SANITARY SREASEMENT 0.4.80 AC. ® UNDER nOECK [� � / ROYAL OAKS SUBDIVISION 51.E PER B.M .�-�"- �MH 1.5• B.M. 1985, CV MH PG. 16 PG. 509 / ."-^' �J'/,�.�--• NIP D' STORM `N ''3. $9, ~12R0POSED 2 DECK 52 6 \DRAINAGE NIP / �1° bk I (SEE NS T) VYA N`E / EASEMENT, \ r pp %w EIP 6 0 �'~ 0.2% ANNUA FEMA ' ' $2 N 00 2S>„ gP FLOOD WAY PER FEMA FLOOD PANEL# 3720076400K EFFECTIVE DA 7-19-2022 CP 9. EIP N/F MERIDAN AT HARRISON POINTS, LLC � D.B. 14969, PG. 560 G. 52 PINS' 0764� 6 P 8-9746 I DECLARE THAT THIS SURVEY COMPLIES WITH THE NORTH CAROLINA STANDARDS OF PRACTICE FOR SURVEYING, (SECTION 1600) FOR CLASS A SURVEYS AND THAT THE a.•`,`N CARO ,'',� �IN[.1 CALCULATEDRATIO OFISION BEFORE ADJUSTMENTS O�ESS,/®ti /�"j�,�� � MONUMENTATION FOR THE RE-Q�.». 00ODFUR ERMORE,PROPERTY CORNERS SHOWN ARIMARE PROL •Z�` ESTAB HMENT PROPERTY CORNERS IN THE ABSENCE Professional Land Surveyors �, C-1525 OF ID MONU NTS AND OTHER SUBDIVISION PROPERTY CO ERS. THI SURVEY IS NOT TO BE RECORDED WITH- L-3835 $ i f @ `�'m' 333 S. White Street N Post ox 1253 0 THE WRI N AUTHORIZATION OF THE SURVEYOR. d m^ 9�J1`"O S 0�4 0, UR��4;. Wake Forest, N.C. 27588 B3148 '., („ PAN gyp 91C9f556fice OFESSIONAL LAN S 'RVEYOR L- 63,< ` I