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HomeMy WebLinkAbout20220128 Ver 2_Determination Survey_20220303FORBES MILL, LLC D.B. 3301, PG. 773-776 PARCEL # 09058 /\ / \\s / QcJV��\ ; / \ // / di / / / /Q.S / ` ' • s/s V 4; NO PT. tv rki NO PT. C. N N0 PT. 5 \9 / IPS \ W/P / ONLINE\ /xx IPS ON LINE C• `\ rn_ \ / / / / / \ \ \ S 53„E 28342 Sq.Ft. 0.651 Ac. * SEE RIPARIAN BUFFER DETAIL FOR DISTURBANCE INTO ZONE 2 36.35' PROPOSED ONE STORY STUCCO DWELLING WITH BASEMENT R20.000 E/P \ RESET C/B / 23.3175 12.0000 1111 S83'10'06"W 64.07' CH. o C/P 50.0' R. / / / \ GREENBA Y ELECTRON/CS, LL C D.B. 3379, PG. 416-421 PARCEL # 18037 ERB APPROXIMATE LOCA 770N PROPOSED SILT FENCE TO BE INSTALLED AS PER CITY OF GREENV/LLE MANUAL OF STANDARD DESIGNS AND DETAILS DETAIL # 310.01 DIRECTION OF WATER FLOW (TYP.) 71 Jo, pc,c / 'e 7 5v / P4? / 4 / J 888 Sq.Ft. / TEMPORARY DISTURBANCE / / INTO ZONE 2. TO BE RESTORED TO / EXISTING CONDITIONS / AFTER CONSTRUCTION. / / / / / / i r 1°' 4:04 1111, tjPAI: r PORCH 443 Sq.Ft. PERMANENT DISTURBANCE INTO ZONE 2 RIPAR/AN BUFFER DETAIL 1 " = 20' PROPOSED ONE STORY STUCCO DWELLING WITH BASEMENT NOTES: 1. CONTRACTOR TO PROVIDE A GRAVEL CONSTRUCTION ENTRANCE AS PER CITY OF GREENVILLE MANUAL OF STANDARD DESIGNS AND DETAILS. DETAIL # 310.11 2. CON TRACTOR TO PROVIDE AN ON SITE CONCRETE WASHOUT AREA AS PER CITY OF GREEN VILLE MANUAL OF STANDARD DESIGNS AND DETAILS. DETAIL # 310.30 3. A POR TION OF THIS L 0 T IS L OCA TED IN FLOOD ZONE AE AS SHOWN. HOWEVER THE MAJORITY IS LOCATED IN ZONE X. COMMUNITY PANEL NUMBER 3720467700K. EFFECTIVE DATE 07-07-2014 REVISED: MARCH 3, 2022 TO SHOW RIPARIAN BUFFER DETAIL LEGEND: E!P - EXISTING IRON PIPE ERB - EXISTING RE -BAR IPS - IRON PIPE SET R/W - RIGHT OF WAY B/B - BACK TO BACK C/B - CATCH BASIN RCP - REINFORCED CONCRETE PIPE W/P - WITNESS POST MBL - MINIMUM BUILDING LINE C/P - CABLE PEDESTAL S/S - SANI TAR Y SEWER M/H - MANHOLE BFE - BASE FLOOD ELEVA TION SURVEYED BY: MCP DRAWN BY BLW REFERENCE: DEED BK. 3943, PG. 88-90 MAP BK. 43, PG. 24 PARCEL NO. 53057 • 1 1, GARY S. MILLER, CERTIFY TO THE FOLLOWING.: THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET; THAT THIS MAP WAS DRAWN UNDER MY SUPER- VISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BK. 3943 , PG. 88-90 OR OTHER REFERENCE SOURCE ); THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION IN BK. PG. OR OTHER REFERENCE SOURCE SEE_ REF. ; THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY IS 1.• 10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600). WITNESS MY HAND AND SEAL THIS 21St DAY OF FEBRUARY , 2022. SIGNED PROFESSIONAL LAND SURVEYOR No. L-2562 1803 South Charles Blvd. Green ville, N.C. 27858 Bar Scale IIIIIIIIIIIIIIIIIII 20 IIIIIIIIIIIIIIIIIII 10 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 20 40 SURVEY FOR HARRY J. DEAN TON/O LOT 8 WESTO VER SUBDIVISION GREEN VILLE, GREEN VILLE TWP. P/TT CO., N.C. SCALE: 1" = 20' FEBRUARY 21, 2022 WO 22030 FB 388 GARY S. MILLER & ASSOCIATES, P.A. LAND SURVEYORS Phone (252)756-7878 Fax (252)756-0785 License # C-0225 22030.dwg/22030.psd