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Home My WebLink About20231405 Ver 1_Buffer Impact Plans (2)_20231014.R E ND�TS� SITE 'JOHNSlON C1OUVW' WWIlY AIAP NOT TO SCALE LEGEND LINES SURVEYED 'SUBJEC7 PROPERTY) OTHER LINES SURVEYED (1IE-LINES) — — — — — LINES NOT SURVEYED ------- RIGHT-OF-WAYLINE ------- CENTERLINE OF ROAD CC ......- ............. CONTROL CORNER EIP -- .— - .... � • EXIST IRON PIPE FOUND NIP ..................... NEW IRON PIPE SET EIS ---- ------------ EXIST IRON STAKE FOUND NIS ..................... NEW IRON STAKE SET EPKN ................... EXIST. P.K.NAIL FOUND PKN ......... ........ .— NEW P.K. NAIL SET EX. MAG""..... - EXIST. MAG NAIL FOUND MAG -— .......... ... NEW MAG NAIL SET EX. RRS- ............. EXIST. RAILROAD SPIKE FOUND RRS ................... NEW RAILROAD SPIKE SET ECS EXIST. COTTON SPINDLE FOUND CSS ...- .............- NEW COTTON SPINDLE SET ECM ....... - .......... EXIST. CONC. MONUMENT FOUND CP ..................... COMPUTED POINT A. G. .......... ABOVE GROUND U. G.-----•--•-- UNDERGROUND R/W ..................... RIGHT-OF-WAY DB------ DEED BOOK PB ..................... PLATBCOK PG ..................— PAGE PP ---..,-- -....--- EXIST. POWER POLE OH-E- .................. EXIST. OVERHEAD ELECTRICAL LINE LP� .............. EXIST. LIGHT POLE HYO....... ..... - ..... EXIST. FIRE HYDRANT WV � �.................... EXIST. WATER VALVE WM..--------- EXIST. WATER METER CO ...................._ EXIST. CLEANOUT GENERAL NOTES FOR PROPOSED RESDENTIAL SITE PLAN. I. THIS PLAN INDICATES PROPOSED CONDITIONS AND RELEVANT EXISTING CONDITIONS, WITHIN THE EXISTING PROPERTY BOUNDARY. THE EXISTING PROPERTY BOUNDARY SHOWN HEREON IS TAKEN FROM CURRENT DEED OR PLAT REFERENCES AND/OR FIELD VERIFIED BY SURVEYOR. LINES NOT SURVEYED ARE INDICATED BY BROKEN/DASHED LINES (SEE LEGEND). SEE SPECIAL NOTE I BELOW, 2. PORTIONS OF THIS PARCEL OF LAND MAY CONTAIN WETLANDS. THE PARCEL OR PARCELS OF LAND SHOWN HEREON HAVE NOT BEEN CHECKED FOR WETLANDS OR FLOOD HAZARD SOILS UNLESS OTHERWISE CERTIFIED OR SHOWN HEREON. 3. THIS PARCEL OF LAND IS LOCATED IN A BASIN THAT MAY BE SUBJECT TO RIPARIAN STREAM BUFFERS. FORMAL OR FINAL STREAM BUFFER DETERMINATIONS HAVE NOTBEEN MADE BY NCDEQ OR A LOCAL DELEGATED AUTHORITY UNLESS OTHERWISE CERTIFIED OR NOTATED HEREON. OWNER SHOULD VERIFY WITH NCDEQ OR LOCAL DELEGATED AUTHORITY WHETHER ANY DITCHES, STREAMS, CANALS, PONDS ETC. THAT EXIST ON THE PROPERTY ARE BUFFERED" PRIOR TO ANY CONSTRUCTION. 4. THE SURVEYOR DOES NOT TAKE RESPONSIBfLITY FOR ANY UNDERGROUND UTILITIES NOT SHOWN HEREON. THE SURVEYOR DOES NOT AFFIRM THAT ALL ABOVE GROUND UT7LWES ARE SHOWN, UNLESS SPECIFICALLY INSTRUCTED TO DO SO AND SUCH UTILITIES ARE CLEARLY MARKED IN THE FIELD PRIOR TO SURVEYING. SEE SPECIAL NOTE 3 BELOW. 5- THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, RIGHT-OF-WAYS OR AGREEMENTS OF RECORD. CONSULT AN ATTORNEY AT LAW REGARDING A FULL TITLE SEARCH AND ANY POTENTIAL ENCUMBERANCES IN THE CHAIN OF TITLE. 6. PIN NUMBERS SHOWN ARE CURRENT AS OF THE DATE OF THIS SURVEY AND ARE SUBJECT TO CHANGE IN THE FUTURE. 7. ANY NAMES OR NOTES IMPLYING OWNERSHIP ON THIS PLATARE TAKEN FROM CURRENT PUBLIC RECORDS. CONSULT AN ATTORNEY AT LAW REGARDING ACTUAL LEGAL OWNERSHIP AND TITLE. 8. SEE FLOOD CERTIFICATION HEREON FOR INFORMATION RFGARDING ANY POTENTIAL FLOODPLAIN IMPACTS ON SUBJECT PROPERTY. 9. STREET RIGHTS -OF -WAY: STREET RIW ON THIS PLAT WAS TAKEN FROM SURVEYOR'S PLAT REFERENCES AS CURRENTLYAND READILY AVAILABLE FROM PUBLIC RECORD, OR ANY RECOVERED FIELD INFORMATION AS INDICATED HEREON. STREET R/W IS SUBJECT TO ALL PLANS, SURVEYS & OTHER LEGAL INSTRUMENTS WHICH MAY BE ARCHIVED WITH NCDOT OR THE LOCAL MUNICIPALITY, AND MAY SUPERSEDE CERTAIN FLATS OF RECORD. STREET R/W MAY ALSO BE RESERVED OR DEDICATED BY PREVIOUS OWNERS IN HISTORICAL RECORDS AND NOT EVIDENT IN CURRENT RECORDS. SEE SPECIAL NOTE 2 BELOW. SPECIAL NOTES: 1. PURPOSE: THE PURPOSE OF THIS PLAT IS TO DEPICT PROPOSED BUILDING CONSTRUCTION RELATIVE TO THE EXISTING PROPERTY BOUNDARY. A CURRENT FIELD SURVEY WAS CONDUCTED IN ORDER TO VERIFY THE EXISTING PROPERTY BOUNDARY WITH CURRENT DEEDS AND/OR RECORDS. 2- STREET RIGHTS -OF -WAY: RIGHT OF WAY INFORMATION HEREON IS TAKEN FROM RECENT & HISTORICAL MAPS OF RECORD: ROAD R/W ON COUNTRY CLUB ROAD (SR 1345) IS SHOWN AS 16' WIDE AS TAKEN FROM DEED BOOK 6125, PAGE 257. NO MONUMENTS OR OTHER R/W EVIDENCE WAS RECOVERED IN THE FIELD: AND RIGHT-OF-WAY AS SHOWN HEREON IS APPROXIMATE ONLY AND HAS BEEN ESTABLISHED AS BEST AS POSSIBLE ACCORDING TO EXISTING CENMERLINES 1N THE FIELD AND/OR PROPERTY CORNERS IN THE FIELD. OWNER SHOULD VERIFY ANY AND ALL RIGHTS -OF -WAY WITH NCDOT OR LOCAL MUNICIPALITY, AND VERIFY ANY LOCAL SETBACKS FROM RIGHT-OF-WAY WITH THE LOCAL PLANNING & ZONING DEPARTMENT, 3. UT7LMES: UTILITIES HAVE BEEN LOCATED BY FIELD OBSERVATION ONLY AS BEST AS POSSIBLE. NO SPECIAL UTILITY LOCATIONS OR MARKINGS (EITHER ABOVE -GROUND OR UNDERGROUND) WERE CONDUCTED PRIOR TO SURVEYING. 4. THE PROPOSED BUILDING FOOTPRINT & LAYOUT AS SHOWN IS A RECOMMENDED LOCATION TO AVOID CONFLICTS WITH KNOWN PHYSICAL FEATURES SEPTIC AREAS, BUILDING SETBACKS, ETC. THIS PLAN SHOULD BE VERFIED WITH ALL APPROPRIATE LOCAL DEPARTMENTS, AGENCIES, AND/OR BANK FOR ALL APPLICABLE SITE REQUIREMENTS. ANY ADJUSTMENTS TO THIS LAYOUT PRIOR TO, OR DURING CONSTRUCTION SHOULD BE VERIFIED. A FOUNDATION SURVEY OR AS BUILT SURVEY MAY BE REQUIRED AFTER CONSTRUCTION TO SATISFY AGENCY OR BANK REQUIREMENTS. 5. PLAT NOT FOR RECORDING: THIS PLAT HAS NOT BEEN PREPARED FOR RECORDING AT THE LOCAL REGISTER OF DEEDS OFFICE. IT IS ONLY FOR THE PURPOSES AS STATED ABOVE NO N.GG.S. GRID MONUMENTS WERE FOUND WITHIN 2000 FEET OF THIS PROPERTY, HOWEVER, TIE LINES) TO OTHER MONUMENTS OR LANDMARKS HAVE BEEN MADF AS INDICATED HEREON, IN ACCORDANCE WITH 21 NCAC 56.1602(g). 6. 700-YEAR FLOODPLAIN. THIS PROPERTY DOES GRAPHICALLY APPEAR TO BE IN AN AREA OF SPECIAL FLOOD HAZARD OR 100-YEAR FLOODPLAIN AS DETERMINED BY FEMA (FEDERAL EMERGENCY MANAGEMENTAGENCY1. REFERENCE FIRM MAP NO: 3720168200L, EFFECTIVE DATE. JUNE 20, 2018. 7. FLOODPLAIN & FLOODWAY. THE 700-YR FLOODPLAIN LINE SHOWN HEREON IS APPROXIMATED FROM ACTUAL SPOT ELEVATIONS IN THE FIELD, ESP. NEAR THE EXISTING HOUSE THE FLOODWAY WAS APPROXIMATED BY DOWNLOAD & IMPORTFROM JOHNSTON COUNTY GIS (WHICH IS ORIENTED TO THE SAME HORIZONTAL DATUM (NAD 83-201 7) AND SAME NO GRID CQORDINATES AS THIS SURVEY)- 8. ALL CONSTRUCTION SHALL BE PER TOWN OF SMITHFIELD STANDARDS & SPECIFICATIONS. PED ..................... EXIST UTILITY PEDESTAL aKc 610 SERVICE & C---------------- E/P ............ . .. EXIST ACK OF CURS EXIST. EDGE OF PAVEMENT O G ��#` ...................... CENTERLINE Ja >Q� !yam i?off 0 C, ate°° -'a 4 F'OOr h �F�°o `�� o \sFe \s\ \ TOTAL EXISTING AND PROPOSED IMPERVIOUS EXIST HOUSE 2,620S.F. &� RELATED EXISTDRIVE 710S.F. & SIDEWALK NEW PA770 & RELATED 125 S.F. TOTAL fMPFRVIOUS: 3,455 S.F. TOTAL %IMPERVIOUS: 27,2 INCLUDES 290 SQ, FT. EXIST PATIO TO BE COVERED & RAISED TO FFE 1A� RIPARIAN BUFFER IMPACTS ZONE IMPACT DESCRIPTION ZONE I NONE NIA ZONE 2 T25 S.F. PATIO ADDITION & STEPS 0 0 CY z z SURVEY) RENCES DEED BOOK 6135, PAGE 68 00 61P n C' 4, \ �� FAST Ps, A Tt � Lr (a 9C, �Tp�°`I' \ O 0I`i�9F Ao NORTH CAROLINA 9� JOHNSTON COUNTY P� � 1, BRIAN R. LEONARD, certify that this plot was drawn under my supervision from an actual survey made under my supervision (deed/plat references as shown on hereon); that the boundaries not surveyed are clearly indicated Ias drawn from information indicated hereon): that the ratio of precision or positional accuracy is 1:10,000 + for unadjusted field data; and that this map meets the Tequiremenis of "The Standards of Practice for Land Surveying in North Carolina (21 NCAC 56, 1AGO)". Witness my original signature, registration number and seal this 28ih day of September , A. 2023 . si—n r- Rea*- ntion Number L-4368 "PROPOSED RESIDENTIAL SITE PLAN" 'fS>\ OFFOeF'O� Op aF�Irr J?`s.o Fil/T /Rt°p fF �CF FFs��FL O,o�9�P �C�oTF� GRAPHIC SCALE 30 0 15 30 1 inch = 30 ft. sr, � o TO�FIy O\ 9, OL�'pL 5 �o onxpoPF��FO Gum s�o F ¢9, y�+o/ O\ �.� c� °lT cg�pp F ��0 pA'9GC'I'F /lti dry. OF THE PROPERTY OWNED BY.' I DATE: I REVISION: THE CARROLL LIVING TRUST 9/28/23 Q ADDED BUFFER ZONES AND IMPACTS A BRL ENGINEERING BWK & SURVEYING 112 East Johnston Street Smithfield, NC 27577 www.briengineering.com Office: (999) 989-9300 NC9ELS Firm brlengineering@earfhlink.net Field. 019) 631-6934 No: P-0323 DATE: 9/28/2023 SCALE: 1" = 30' SURVEY BY: SRR DRAWN BY: SRR SBL CHECKED BY: BRL PROJECT No: S123006.00 DWG: SitePlotftn—icad PROPERTYISITE INFORMATION TOWNSHIP, COUNTY & STATE: SMITHHELD', JOHNSTON CO., NC CITY OR TOWN LIMITIETJ: SMITHFIELD (ETJ) NC PIN #(s): 165500-44-4652 ZONING: R-20A SITE ADDRESS: 833 COUNTRY CLUB RD: SMITHFIELD, NC CURRENT PROPERTY OWNER INFORMATION OWNER NAME(S): THE CARROLL LIVING TRUST REF: DEED BOOK 6135, PAGE 68 OTHER INFO (PLATISUBDIVISIONILOT): ----- SURVEYED FOR: MIKE & LYNDA CARROLL