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NCC243317_Site Plan or Location Map (2)_20241029
/ / ,/ /' / / / F ` ;9 0�/ / B.`�Y N / \ N 4,p��F4 / VICINITY MAP / / / / LOT C�9���Fyy/y �/ '• � < 41P ) s� �9� yy (NOT TO SCALE) / < CT / V J l \I n'p1,< Cr �i'' � / // /� °O \\ 45 �Tt � ��'f,�! / / 7 \ N\ LOT // / / LOT \ __ \\ G �S6.Oy 1,/ / 2 / / O O / \ 5/ / / \ N 27 / / S 26 ,c/ /• JL.,, t� / / F N / / N / / V� // // '/ / / / /'\ N \ y / / NV A / /if / / N A \ / / V N / / /` t0_ s \ 4 it\ / / 4' JV' i / \ / N \ ', O 9 P O c/ / / \ \ N / N \ / / / / \r° ?3 S \ / /�o:• . / / / OP SITE / / / // LOT \V N // / / / NN \ N / / / N S9. / � ,^oA / / 4o„D.. ��%' O / 44 \ ./ // / z / ---- / \ / /, \ esN t , / o• �� // / / / /% e.A\ N. N // /j �� / NV / S� /ryo� N �� / ��O � / / //ry \N // // '� / CF��F V / // �100 NNv �2 n NORTH G4/ �P m �o/ // / / F��F 5 / aP9���ePso / / / F(F F(• A ® A NC GRID y �` z 2°�o� // / / / °gpq�a�eps yob/ J� / 'F P; e° / / < Cq��q�e�i > �, 9 Q /�o / , °lf• :o / < Yak Cy•r / N gCF°Y .9t. / �; \ NAD 83(2011) [ / / 1 • �' /i p 5P = / / \cep < OOjB f 'CyB' / �� / \ / / N N ^T1' / A. LOT / / 20 °O \N 2Tj 99 peo / / N N\ LOT // / 5 / / \N o. / J 77‘ /� \ SCALE: 1"=40' x e e / N N / / / N \� o NN\0 /// / / / / �N N N vNv�et / / / �/ / / Nv vN / / / vN N / z \ / / / V / �/ N / N A / / / / �o N N % / N / y / / N. v / / 0& v N / / / N w 1 Cj514 Sq. Fed t / / 0.241 Acres \ NNN / \ \ / // / / NVN / / 4S \N A ,/ / / q A \ / �' s,,, w Ca / / & \ N. J / / / / �00 \ / S / /off c^eseet \N N /// /o N N / F F \ / / ry >/ / \ PER:TOWN OF GRIFTON UDO j ç / // // NvN / ,, / // !F 6 / / / LOT Cq�Gq�'q / t0 ZONING:R-10 ti / / �i yob/ / /off -44 / / < 25 'P4 44),/ / / / `SS sP qt r O R o. S © / F / LOT / N. N •qZ q°y / \ �R2 S9 N N co FRONT SETBACK 30'MIN / 43 cq��q q " N' 2s / v Gyp ' / N ../ F CORNER SETBACK 30'MIN 1q% 4 // // \,,° / / S / � N - / N N °^es`et SIDE SETBACK 10'MIN -Y���i`''›-I / ® p�`'° / \ N N N N / / /`N`L v N / / / / // v REAR SETBACK 20'MIN °e N $ / V A / / / / / ‹),..- / - C/ / A r \ / S \ / C 00 N F-+ N A/ / \ N / / / N N / / / / Y F�F F W / / // / N N / / / t00 N AN / NC9Pyk9IjgsyT \\ w '� / v N / / / o eo N N / / Y • oy v PER:PB 91,PG 187-188 V / / / S / / ,\ N N. ry°� / / ��t S9. V /�o� yo 4'iB• • V / A V / / `' / -,,ee e N T ® / z - NN / // / NN'' / / es \ V N O W / // // ��F• 30T N / •°i. / \ i / 8 N // / a N / / Cgy9/, e+'N N\��N� O �F�/ // FFc�6 /� S \ \NN o. / W i V / � ,CT� / / ryo� LOT C9,PL•q�F4yZ / d/ / N A / GENERAL NOTES )2/ /y° 1P�T 24 qy7 / V N / , / > 1 < \ / S� \ • 4:44-4�9' / 5 700 N N / / / P, 1. THIS SURVEY IS NOT TO BE USED FOR RECORDATION �4L� �// Na. / / / R vNa• / r ' o�°S o N✓ry°% / CONVEYANCES, OR SALES, AND WAS PREPARED FOR THE �' / N \v // / / / N / /j �� St q� �N N / / SOLE USE OF THE PERSON(S) ON ENTITY NAMED HEREON. Q / /• N N / / / A \ ��� es et N / / 2.PROPERTIES SHOWN HEREON MAY BE SUBJECT TO EASEMENTS / �� / N N v / / / t v v N N / // // F4/00 • v / // AND RESTRICTIONS OF RECORD THAT WOULD BE REVEALED BY / / Nv / / / o N / �F� < ® / , A THOROUGH TITLE SEARCH. THIS PLAT SHOULD NOT BE c �" /� / / >NN N / / ,, / 0% v N N /,/o% ( e,_ �/ / Cq�4q4 eP/� / / N RELIED UPON AS A COMPLETE RECORD OF ALL EASEMENTS / CNN N NN ry°/ S / / 2it S9. fr ,<;, / /�/ cFgoF // / // AND ENCUMBRANCES THAT MAY BENEFIT AND/OR BURDEN / / �, / \ \ � / //� 9Q^esPPt \N \\ / / / / THESE PROPERTIES. \ / °o */ / 3.THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR / //z/NN / N c 20 ° / F��bN �/ \ / / / / / \ \/ / !FF. > \ 5NON-EXISTENCE OF ANY UNDER GROUND UTILITIES THAT MAY FlF00c�j. Oup- F C9 G"/ 6 / N e / / e / OR MAY NOT EXIST WITHIN THE BOUNDARIES SHOWN HEREON. / / G9p�g/ BP/s o- ••,/. c1• 4co / / ' / \ �� / / O / 9 C / / ry LOT / N / / c i m v v 4.THE UNIT OF MEASUREMENT IS U.S. SURVEY FEET. ALL / /off' 4, O / / S� < 23 •-1��'oy* / / t N N / / z DISTANCES AND COORDINATES SHOWN HEREON ARE LOCALIZED ti k 4r 4. r / oo \ N / / �' / N l O 80 oN N /, / & GROUND, UNLESS OTHERWISE NOTED AS "GRID". / ��\ �/ / <V N N' S •� s rs \ & / �i • J \ 5.ALL AREA(S) ON THIS PLAT WERE CALCULATED BY THE d \ N N / / \� / t q9 P \ �l�ryo // , COORDINATE METHOD. O7'C2 / / \ \\ / / �\ / / 4% es et N 6.UPON EXAMINATION OF FLOOD INSURANCE RATE MAP, PANEL / \ \ / / / /, \ N N , / F�,G 6F • \\ S // / / #4660 (PITY COUNTY), FRIS MAP#3720466000L EFFECTIVE // NN \ \\ // / // 20 NN N\ /�o@ / / C9yg0NyiyCT ® / , / DATE OF 07/07/2014; THE SUBJECT PARCEL LIES IN ZONE / / \ \ / / S / Si Sq. N NN / / � g.Oy / / „X» �// /'' N N \ \N ryo� / / 9o^eseet \ ./ S </ // i/ 7.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL / i N ,/ / / N / . / / CITY COUNTY & NCDOT STANDARDS AND SPECIFICATIONS. // / / NZ v �v�o / / N vN / / / / / F��F N / �o °O / # v //,' / \ / ,S / i 64 �9 \ �/ / \ / / / / / 0 / / �P404TOy LOT F o / F�bF• / [ /�N NN // / 'Pi 9• # 32 / / ry/ LOT C Gq q / s N // /off tf f T / / < 22 9G�k�g% / // 7 0, N N N / / EROSION & SEDIMENTATION CONTROL NOTES: e \ o� N o. / / ANo / a dj Sq g N Nam/ / / 1. IF NEEDED, TREE PROTECTION FENCING SHOULD BE N N� / / \� ♦ / P y / qo^e eet N S / / INSTALLED ALONG THE BUFFER ZONE, WETLAND N N / / /'\` N / '�cm s NN / / BOUNDARY AND/OR AROUND PROTECTED TREES, /^NN NN // / // \\ \\ / ,, / °gp�agsy \ // /� / PROVIDED A RADIUS OF AT LEAST 1.25 FEET FOR EACH / \ \ \ / / / N \N / / 9c °1 rgti / INCH OF TRUNK DIAMETER / 4° \ N / / / oo N \ /y6� s°�/ • e' Oa / / `fl c�v 2. INSTALL SILT FENCE ON THE LOW ELEVATION SIDES / �v N N NN�� / // o��os� w - / / </ / // / / / o OF EACH LOT. INSTALL SILT FENCE OUTLETS SHOWN ON 11136 Sq.�set / q v � N o. # / / <11 W N Z cv 0.256 Acres N �Vc30° / // a^eseet N N ° / / , A' / '> / i W N Z SCHEMATIC/DIAGRAM AND FIELD ADJUSTED, IF N / �ov / / E-, NECESSARY, FOR PLACEMENT AT LOW POINTS. IF LOTS Vbec LOT NJ S<, FV/ // # �e+c . /> // /. NNN / // / / W a `O w o ARE CONTIGOUS AND HAVE DIFFERENT LAND OWNERS OR Oi gg7i0yP�O 33 / / �� LOT Cgpggj/ yjC // °j/ N\ NN // / // / d BUILDERS, EACH LOT SHOULD HAVE INDIVIDUAL SILT CF0U o w FENCES. �F� // / N 21 ,qt% qT4 / // 700 �N NN I. �( / �/OV / >.. O a 3. INSTALL REQUIRED SILT FENCE WITHIN 10 FEET OF / / NNo qYT �° •23t s'9 N \J 5 L / a O PROPERTY LINE TO ENSURE THERE IS NO CONFLICT WITH Q// / / / e%et NN _ �� Z THE SEPTIC SYSTEM. IT IS THE RESPONSIBILITY OF THE �� / / NN NN' / �V q�se Nv �� Z U BUILDER TO ENSURE THE INSTALLAITON OF SEDIMENT // /� / LOT \� N\ / / FycbF • > / II / / W d H CONTROL MEASURES DOES NOT IMPACT THE SEPTIC / / / 20 NN N / / C,q�G,q�,a, ® / J , / C U a oo �, SYSTEM AND REPAIR AREA(S). �/ / // \ /@ / q sc / Ir"1 °O o / 0o N /s°' / � °4 ,o / / /' 4. AT LEAST ONE CONSTRUCTION ENTERANCE/EXIT IS ry/ / 0 o N / < / - e' / / / / �/� „� C7 O \ / / ? s' \ N �+ yT / , / / / V1 Z oo Z TO BE INSTALL PER LOT / \�° / / y v v� / °° 5. WASTE BINS AND OTHER AREAS DEDICATED FOR \/ / 20 °0- / // F+0,, c^eseet \> // NN / / // Q Q H / / Z a I MANGING BUILDING MATERIAL WASTE SHALL BE AT LEAST \ / F �F� < /, / / , / rx Q 50 FEET AWAY FROM STORM DRAIN INLETS OR DRAINAGE / ryo,/ CyPq� psc // / \\ \\ / / / / d a -, DITCHES UNLESS IT CAN BE SHOWN THAT NO OTHER < ' ` q.� / 's / N N / // / / A" °1 O ALTERNATIVE EXISTS. IF THIS SEPARATION CANNOT BE \ Ns / / '°o \ \\ ry°� S / / / C U ACHIEVED, THESE AREAS MUST BE CONTAINED BEHIND / �/ ��� / °,DJ s�`Nv N // // / / °- , , SILT FENCE. / / N / 'q� N N / / 6. INLETS DOWNSTREAM OF DISTURBANCES SHOULD BE S / / \ \\ -- E00F< es et \ / // / a PROTECTED; STREETS SHOULD BE SWEPT WHEN / \�� N / / c44geFN • \ 2 / / / C SEDIMENT FROM THE CONSTRUCTION ACTIVITY IS / / 'o N N / / �gcF�ONy/�oT > ` / // ���//��� PRESENT. / // OfOs NN vN./�o� �-�/ \ P// • �4 q/> // S // / / V1 7. DETAILS FOR SILT FENCE, SILT FENCE OUTLETS, (4,/ 'q9 r N < / / // CONSTRUCTION ENTERANCES AND OTHER MEASURES ARE / n,/ '/� °^es"et N\ 2 / \ . / / / 0 / PROVIDED ON ADDITIONAL SHEETS. EROSION AND N> \ �/ ) v�N // // / / SEDIMENT CONTROL DETAILS ARE NOT DRAWN TO SCALE. cF��F // / /is \\ / r:4 / / // 9 q '9 , P N / /' / / y4T / / , A 4gY / / 0°9 A N N ryo�s/ S / // E T 'Pi:,4.#/ / '2, , �\N N V / / / / / // / / F��F °^eseet \\ / // 6�� G N % / i N // / ..1qt l TgY e/ 14 > / // / \N.//�o% / / // y/ T e // // /f A / LEGEND @ JUNCTION BOX LC FLARED END SECTION N/F NOW OR FORMERLY CLF CHAIN LINK FENCE ❑® DRAINAGE INLET ® WATER MANHOLE R/W RIGHT-OF-WAY FFE FINISHED FLOOR ELEVATION PROVIDING SERVICES FOR O PROP. COR. FOUND ® POWER POLE ro FIBER OPTIC BOX OTP OPEN TOP PIPE BFE BASEMENT FLOOR ELEVATION METRO ATLANTA, • 5/8" REBAR SET LIGHT POLE O TELEPHONE MANHOLE CTP CLOSED TOP PIPE GFE GARAGE FLOOR ELEVATION B&JN DAIY RALEIGH-&CEN RALDURHA , RPROJOCO O COMPUTED POINT g POWER POLE O POWER MANHOLE RB REBAR SUBJECT PROPERTY LINE D R/W MONUMENT W/LIGHT o OUTFLOW STRUCTURE CONC. CONCRETE ADJOINING PROPERTY LINE zone IncLAND SURVEYING SERVICES 8024 GLENWOOD AVENUE A. 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