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HomeMy WebLinkAbout20231406 Ver 1_2600 Churchill Rd_IMPACT MAPS_20231016FLQ.M CERTIFICATION I certify thot the subject property (ls/11I located in a special Flood Hazard Area as determined by the Department of Housing and Urban Development. St1RV£YOR'S CERTIFICATE FOR PLOT PLAN This map was drawn under my supervision from an actual survey or documents researched for this project from references as noted on sold map; that the boundaries as drown are from information as fndicated under references; that the structures shown are proposed unless so indicated; and that this map was not was prepared in accordance with G.S_ 47-30 as amended and does not meet the requirements of The Standards of Proctice for Land Surveying in North Carolina V --NCAC 56�1600). Witness original---- sign ur , ration and seall this day.��..yy. Professional Land Surveyor (L-4277) Date CARO SE k-4 7 ., su�.' ' I q M C i��'lt+rrllrl+s`� 4 NOTES 1, Subsurface and environmental conditions were not examined or considered during this survey. All buildings, surface and subsurface improvements on and adjacent to the site are not necessarily shown hereon. No statement is made concerning the existence of underground containers which may affect the use of this tract. 2. The location of underground utilities as shown are based on visible evidence and drawings provided to the surveyor. Location of underground utilities ❑nd structures may vary from locations shown hereon, and additional buried utilities may exist. Contact the appropriate utility companies for information regarding buried utilities. 3. All distances are horizontal ground and area by coordinate computation. 4. This survey was done without a title search and is based on referenced information. There may exist other documents of record which could affect this property 5. Except as specifically stated or shown, this survey does not report any of the fallowing: easements, other than those visible during field examination, building setbacks, restrictive covenants, zoning or land use regulations and any facts which ❑ title search may disclose. 6. Wetlands, jurisdictional waters or other conditions which may be regulated by federal or state or local agencies were not investigated during this survey. Riparian buffers and other restrictions on development may be required. 7. This survey is for loan end title purposes only (not for recordation). Declaration is made to original purchaser of the survey only. It is not transferable to additional owners_ ------------ REID: 0069200 PIN: 0794980509 D.B. 16476, PG 01331 ROM. 1957, PG. 0661 N/F: Brian A. Leden & Amy C Leden S86'02'00"E\F I a' � j.. REID: 0048506 " PIN: 0794980446 I, D.B. 16476, PC 01331 C) ". BOM. 1987, PG, 0661 I N/F: Brian A. LedenDO & Amy C Leden N — — — — — — — — — — — }.. AA DIVERSION DITCH DISSIPATER 1% ANNUAL CHANCE FLOODPLAIN LINE ELEV.-286.8' R i ' ' Lr I It �` REID: 0177033 PIN: 0794980383 p D.B. 09367. PG 02173 BOM. 1987, PG. 0661 N/F: James A. Crouch & Cary E. Crouch DIVERSION DITCH (APPROVED BY NEIGHBOR) M 0 I I A L F\4 760.37' \Q 1 N85'54'00"W LINE TABLE LINE I LENGTH BEARING L1 33.63 S03'28'51"W L2 135.72 N87'43'37"W L3 2.60 S01'33'25"W L4 9.85 S87'43'00"E area = 9,347 sq. ft. CHURCHILL LEGEND FLOOD PLAIN INFORMATION Stream Nome: Southeast Prong RIGHT--OF—WAY LINE N Beaverdam Creek (Basin 18, Strram 30) PROPERTY LINE Regulatory Flood Zone: Zone AE --- EASEMENT LINE 00 1% Annual Floodplain Elev. 289.2 ------ BUILDING SETBACK iV FEMA Flood Map: 3720079400J x WIRE FENCE FEMA Mop Date: 7/19/2C22 — CHAIN FENCE ti WOOD FENCE rn im m ENCROACHMENT ZONE 1 2,111 s.f. o ZONE 2 2,120 s.f. EX. IMPERVIOUS ZONE 1 O EX. IMPERVIOUS ZONE 2 Z L� Lil STORMWATER DISTURBANCE ZONE 2 194 s.f. 0_ STORMWATER DISTURBANCE ZONE 1 1,262 sl l� s O GUTTER DRAIN ROCK SPLASH PAD (typ) y� G 0 13 O O 0) O 0 N CD O � 9 S.F. C.) _ v7 175.00' '5400'W R 0 A D as �8. (EX, VARIABLE WIDTH PUBLIC R/W) Ex. PKNAIL O PIN 0794981382 REID 0068457 D.B./PG.: 18252 / 219 BOM./PG.: 1945 / 28 ZONING R-4 TO MY KNOWLEDGE, NO USGS MON. WITHIN 2000 FT. DRAINAGE PLAN LOTS 180, 207, 208 & 209 BOM. 1945, PG. 28 PROPERTY OF CARL RHINEHART RALEIGH TWSP. WAKE CO., N.C. SCALE: 1 "= 40' OCTOBER 7, 2021 CREDLE ENGINEERING COMPANY, INC. 204 E. MARKHAM AVE., DURHAM, N.C. 27701 (919) 682-2006 PH; (919) 682-2005 FX Licence: C-0254 40 a 20 40 80 1 inch = 40 ft. DWG # \2021\210270\Hose 211005 FLOOD CERTIFICATION I certify that the subject property (ls,40mi located in a special Flood Hazard Area as determined by the Department of Housing and Urban Development, SU VE OR'S CERTIFICATE FOR PLOT PLAN This map was drawn under my supervision from on actual survey or documents researched for this project from references as noted on said mop; that the boundaries as drawn are from information as indicated under references; that the structures shown are proposed unless so indicated; and that this map was not was prepared in accordance with G.S. 47-30 as amended and does not meet the requirements of The Stand❑rds f Practice for Land Surveying in North Carol no 1 NCAC 56, 1600). Witness my original s}gn troll and seal this day. A/ 7r' Professional Land Surveyor (L-4277) Date ``,`t 1111f11/l��,/' 10%�N..CARO��,,� pQ'.•'• ESS / :Q S • —4 77 ? _ .< �•: 'r�zr+rfflll�5��� NOTES 1. Subsurface and environmental conditions were not examined or considered during this survey. All buildings, surface and subsurface improvements on and adjacent to the site are not necessarily shown hereon. No statement is made concerning the existence of underground containers which may affect the use of this tract. 2. The location of underground utilities as shown are based on visible evidence and drowings provided to the surveyor. Location of underground utilities and structures may vary from locations shown hereon, and additional buried utilities may exist. Contact the appropriate utility companies for information regording buried utilities. 3. All distances are horizontal ground and area by coordinate computation. 4. This survey was done without a title search and is based on referenced information. There may exist other documents of record which could affect this property 5. Except as specifically stated or shown, this survey does not report any of the following: easements, other than those visible during field examination, bu'ddinq setbacks, restrictive covenants, zoning or land use regulations and any facts which ❑ title search may disclose. 6. Wetlands, jurisdictional waters or other conditions which may he regulated by federal or state or local agencies were not investigated during this survey - Rlparian buffers and other restrictions on development may be required. 7. This survey is for loan and title purposes only (not for recordation). Declaration Is made to original purchaser of the survey only. it is not transferable to additional owners. ------------ 1 0\' I REID: 0069200 PIN: 0794980509 D.B. 16476, PG 01331 BCM. 1987, PG. 0661 N/F: Brian A. Leden & Amy C Leden S86'02'00" E REID: 0048506 I PIN: 0794980446 00 I{ D.B. 16476, PG 01331 BOM. 1987. PG. 0661 j Brian A. Leden I, & Amy C Leden N j - - - - - - - - - - - I DIVERSION DITCH DISSIPATER 1% ANNUAL CHANCE FLOODPLAIN LINE LLEV.=286.8' l.0 r, qpREiAINII cG WALL CN I REID: 0177033 I\ PIN: 0794980383 D.B. 09367. PG 02173 I \Q Il 1987, PG. 0661 N/F: James A. Crouch & Cary E. Crouch I I I DIVERSION DITCH (APPROVED BY NEIGHBOR) EL00D PLAIN INFORMATION LEGEND Stream Name: Southeast Prong RIGHT-OF-WAY LINE N Beaverdam Creek (Basin 18, Steram 30) PROPERTY LINE Regulatory Flood Zone: Zone AE EASEMENT LINE 00 17 Annual Floodplain EIeV. 289.2 - - - - - - BUILDING SETBACK N FEMA Flood Map: 3720079400J WIRE FENCE FEMA Map Date: 7/19/2022 -0`-- - - - - 0— CHAIN FENCE CD u p— WOOD FENCE L6 0) ENCROACHMENT ZONE 1 2,111 s.f. ZONE 2 2,120 s.f_ EX. IMPERVIOUS ZONE 1 EX. IMPERVIOUS ZONE 2 STORMWATER DIST. IN ZONE 1 1,262 s.f. STORMWATER DIST. IN ZONE 2194 s.f. r 1� s p GUTTER DRAIN ROCK SPLASH PAD (typ) �2G, gg1DG� 101 01 la\/\/\V\/\:'�` area — 9,347 sq. ft. '' X 10.7 � I I LOTS 180, 207, 208,& 209 BOM. 1945, PG 28 AREA: 31,299 S_F. �\P 160.37' (0.72 Ac.) ��e � � 1 I �a - -:- -1;;, - - N85.54'00"W 175. 00, F '54'00"W C LINE TABLE LINE I LENGTH BEARING L1 33.63 S03'28'51"W L2 135.72 N87'43'37"W L3 2.60 S01'33'25"W L4 9.85 S87'43'00"E C� CHURCHILL ROAD ss8 s28. (EX VARIABLE WIDTH PUBLIC O R/WlJ EX. PKNAIL 1:2 O m PIN 0794981382 REID 0068457 D.B./PG.: 18252 / 219 BOM./PG.: 1945 / 28 ZONING R-4 TO MY KNOWLEDGE, NO USGS MON. WITHIN 2000 FT. DRAINAGE PLAN LOTS 180, 207, 208 & 209 BOM. 1945, PG. 28 PROPERTY OF CARL RHINEHART RALEIGH TWSP. WAKE CO., N.C. SCALE: 1 "= 40' OCTOBER 7, 2021 CREDLE ENGINEERING COMPANY, INC 204 E. MARKHAM AVE., DURHAM, N.C. 27701 (919) 682-2006 PH; (919) 682-2005 FX Licence: C-0254 40 0 20 40 8o 1 inch = 40 ft, DWG # \2021\210270\Base 211005