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NCC243317_Site Plan or Location Map (5)_20241029
� - - � v / / / N +� �v VICINITY MAP !U \ \ \ / / N \ • • • • • • • . • `� N N (NOT TO SCALE) 1 I -- M i�M- �.. \41 4 \ / / / N • r\N. . .• \ � N ^ \/ �!� M� \ /4 // N N .� sz, • ,,A S �► kr p\SITE / S / '� / / • . \ \ dV S 3 _ v / NN s • IN �- • • B O�� (1 \\ S 4/ N / / 10080 \ eet \•••+•••`•�•\+��•••� > \ \ \ N / / 0.231A� • . . • . NORTH Cr P• m A__ l A v, S \ / / N � ` ` • ` ' ` ` ` ` NC GRID ti� o� o f-_ �� N / / N .�.' ' I y 4` z ?�-� `t V / 4 RAC • .`•`. NAD83(2011) 9N��-Po �P i 3 i \\\ \ �� \ '\ / �paF<g 82T \, • I SCALE: 1"=40' I ��1 I \\ c�L F1 I � v N 2P4 /j4,4C� / \ / ••�••�•� I_. I 3 �I �� // / _ v a / / I .-4-4;:- / ,-' / \ , �.� � I / /`v s� �j� / / N'v \ • 7 d I (I / // 3�18 v S9 Ar ��v / / •= J); / q N / / 10080 Sq aEeet �/ 3 I I / \/A em` \NN \ A� �V / / 0.231 Acres\V / vPER:TOWN OF GRIFTON UDO _ IIII I // / / 0.�ow ® g' � / ' \\ 1 I ZONING:R-10 _ A II I )11 // �/ // °`�yP �&. - ®- / 'if LOT N ��/ �•••�•' FRONT SETBACK 30'MIN \V I I / / `°°ti 04�'42 y \V / /V �� ��19�F�Ni 83 / •• �� 00 CORNER SETBACK 30'MIN \ I I / \ < cP ,-P°�'A / / / o \ ( \ \\ qGF • .0/hi,. //// \ i, \ \� \ . . '�► SIDE SETBACK 10'MIN \ \ 1 I \\ �`c'' ``� / / \ r� \ ra�ohr / / \ A / �- A REAR SETBACK 20'MIN \ 1 i v / / \ \ - / / , v \ ) V � / �� / �� 2�jS� ��\ v • PER:PB91,PG187-188 , �,7 \N NN NN // /' \ i /� \ oA // // gO'o�'�°t �\\\ � �` • • o V LOT \V / Nc'o / o N. / 4 NN 3 � \ 47 �/ 20 oa / fr \ v \ /OF\/ 4 \ \ /\ / °°F. 84 s>\ ® • • • .4 U GENERAL NOTES cA M I \\ // \ \ bo '' �. \N .. 9cT4 // '\ IZ S 3 1 1 ) � / /0 \\ \ YrN a. �oirT / N 1. THIS SURVEY IS NOT TO BE USED FOR RECORDATION, I 1 i / / / / Q2/s N N\�. ) N •g / / N\ \ ©, CONVEYANCES, OR SALES, AND WAS PREPARED FOR THE SOLE I J p / s / / 4. / a/ / / / / /@ 40 �\ \ / / / �p \ USE OF THE PERSON(S) ON ENTITY NAMED HEREON. / I / / /ti° es Qt` N \ // \ b, / /off 0 80 �o 2.PROPERTIES SHOWN HEREON MAY BE SUBJECT TO EASEMENTS 3 ( / LOT / / \\ S ( \ •psi Sq \ AND RESTRICTIONS OF RECORD THAT WOULD BE REVEALED BY / 49 / / / / /� �o�\ // // 4c„��, AV A A THOROUGH TITLE SEARCH. THIS PLAT SHOULD NOT BE / / / / F�Oo off/ / es N. �' RELIED UPON AS A COMPLETE RECORD OF ALL EASEMENTS \ \ i / / / / LOT , 04PgG4 4,;, �/ �`i >\ N � _ \ / LOT N\ AND ENCUMBRANCES THAT MAY BENEFIT AND/OR BURDEN / < 46 oF°q' gy / �// / Fop THESE PROPERTIES. N / / �o � A ' Piq• /1 (FA . 85 - / / 20, 0- v �-- r ♦ ® �/ / . c q . /�A 3.THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR _ A Z \ A y V A �Pq �gvr / NON-EXISTENCE OF ANY UNDER GROUND UTILITIES THAT MAY �� / 11 / FFN \ �/ / / / N I S �1 N\ '� q. / /N OR MAY NOT EXIST WITHIN THE BOUNDARIES SHOWN HEREON. A \ \\\\\ // / //• N N \V o / / y /// / 2 �� ��'� / / N 4.THE UNIT OF MEASUREMENT IS U.S. SURVEY FEET. ALL / / \ \� // �/ ///• ��� AV �� // // Z N DISTANCES AND COORDINATES SHOWN HEREON ARE LOCALIZED /\ /(/ / & GROUND, UNLESS OTHERWISE NOTED AS "GRID". v i AV / / 0°19 A A / ,J"w /,/ / / / A x V �� N �// /;�� 5.ALL AREA(S) ON THIS PLAT WERE CALCULATED BY THE ----_ V A / / 2si�� oV N \ / �� A\ �S\ �� o A / / Fee, COORDINATE METHOD. / I / / /� o eP i. N \ - / / 4 \ \i \ ra N / / c c' 6.UPON EXAMINATION OF FLOOD INSURANCE RATE MAP, PANEL / / I \� \ / /ti Ps F \ L, / ,p / °O� \ \ / o^' #4660 (PITT COUNTY), FRIS MAP#3720466000L , EFFECTIVE / / / / // .4, \� O ` 4 / /, C44)""/ N,1Z� \�� N,, // ^ooti"' �'Oo DATE OF 07/07/2014; THE SUBJECT PARCEL LIES IN ZONE / / / °OF \ / °� °r \ / � �. X» / / / / / // C9�L<eFy t / ` / / Zt 4� ^T• B•4Y \ C\ 0 Lq�• 7.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL / / LOT Pq �0�DiNc / � s� \ q�tR / / 45 r� / ! % N v LOT / v CITY/COUNTY & NCDOT STANDARDS AND SPECIFICATIONS. I / Fo \ 4` / / Z / / // / 20."0. / \\ © s / \ \\ 27 / / SF LOBT \ \\x � o\ �� / / S \ / N X. 0 / / % // /// / vv v Ni� // vv vv // 'ji 102i v EROSION & SEDIMENTATION CONTROL NOTES: // / / v vv / / / // vv N vv // // N v� 2sss� 1. IF NEEDED, TREE PROTECTION FENCING SHOULD BE / / / LOT vvA vim/ \` / / vv N / N q��s��� \ INSTALLED ALONG THE BUFFER ZONE, WETLAND / // / /� 44 �vN v N /�/� vv ' / �4, /tit, vv �,- en BOUNDARY AND/OR AROUND PROTECTED TREES, / / / /$ v / // // boo v: / / vv co / V -. / 0 P Q• / �1 PROVIDED A RADIUS OF AT LEAST 1.25 FEET FOR EACH / / \ INCH OF TRUNK DIAMETER / p / / / / °F�F�F• { / gpgc3Ypsco / / `��F<a \\ ® ••� 1 00 7r 2�% E / / qp qj�Bpj °/ / / / < '445.1 'f'/S > N 2. INSTALL SILT FENCE ON THE LOW ELEVATION SIDES / /d o / / goF°k Soo �/ \ .-,eye• \ 4 ° `� °� o OF EACH LOT. INSTALL SILT FENCE OUTLETS SHOWN ON cv I. // /<\�o < 'p°o�e4'%fie* / � � / \ / \\ ��q' / o Z ..ie c� 20• a \ 23 S `' N LOT / s<, / z V / W O SCHEMATIC/DIAGRAM AND FIELD ADJUSTED, IF \ LOT / / \ , 9 / \ \ / NECESSARY, FOR PLACEMENT AT LOW POINTS. IF LOTS \ 50 / / FF� v 90 e If► N /' v v 28 / // / /�v/ vN # 1' A` a ARE OFO AND HAVE DIFFERENT LAND OWNERS OR V / v v 0 "F ® /i vv \ / / v // /, / vNv // // Nv Nv C7 BUILDERS, EACH LOT SHOULD HAVE INDIVIDUAL SILT \ / \ \o• N `' d FENCES. \ \./ / / N A / \ \ `H1 'p \ O 1 d514 Sq. Felt \ / / V A / / O N U N Z \ / 0.241 Acres V A\ / �//// / �\ V A V / / 0 0 S \ \`/ q \ ct O :l 3. INSTALL REQUIRED SILT FENCE WITHIN 10 FEET OF / v / v v / 9 v s \ H O PROPERTY LINE TO ENSURE THERE IS NO CONFLICT WITH v./ A 5 z,/ / /1 v 2 s 4 / / oy A // >> / + v ` /k °����� \ �/THE SEPTIC SYSTEM. IT IS THE RESPONSIBILITY OF THE /Sv v / // / / °oe, v / xBUILDER TO ENSURE THE INSTALLAITON OF SEDIMENT z.� � / $ 6?-/ 9v / / // // 0 000NTROL MEASURES DOES NOT IMPACT THE SEPTIC ,10 —9 / / \ / '' 04 °a' / / 4 • // \ ' / / t / \ U 00 E-I SYSTEM AND REPAIR AREA(S). / s � ) / �, �o�/ /oe �r��� • / < LOT °q�qc�Ry �4 / / v�� o�R °° 4. AT LEAST ONE CONSTRUCTION ENTERANCE/EXIT IS / LOT F�F`�Q• / q5 < LOT / v �, q, / / / / A2 s9 4 O x O TO BE INSTALL PER LOT 43 c4Pq�gy�Yro� // / v�� 29 // �� v� •,-,,4.�1 / vv 4oe��o�,f V1 w Q- Z 5. WASTE BINS AND OTHER AREAS DEDICATED FOR \ #` 4. / ® /yo \ N / / N\, / \\ Q MANGING BUILDING MATERIAL WASTE SHALL BE AT LEAST ��V • v a' ��/ / \ I /` N N / / / N 'e� / �/ / / �� vv �j Z p E" 50 FEET AWAY FROM STORM DRAIN INLETS OR DRAINAGE v /// / / v / P ‹. vDITCHES UNLESS IT CAN BE SHOWN THAT NO OTHER \ / / / / \ \ \ / / / '°o N \\ / c4P4�4n qT \ 11"�� p" z °` O / Vv / v v / / 0 80 N / °N lb* v W Ga ALTERNATIVE EXISTS. IF THIS SEPARATION CANNOT BE , N \� / / o\ \ \ 0 2s s \ \ % �/ ; 0 U ACHIEVED, THESE AREAS MUST BE CONTAINED BEHIND v / /[ / v N / q, A• /`° _ / N �e �°f \ / / S< V / - H SILT FENCE. / v NN / / / // / / �, LOT N e� / s N v / 6. INLETS DOWNSTREAM OF DISTURBANCES SHOULD BE // vv / i / /// �/ / ���� 30 vv 2°� / // I�� v� ��/';/� / vv // PROTECTED; STREETS SHOULD BE SWEPT WHEN v / / q Q F F•/ / �P d tii / F < / A SEDIMENT FROM THE CONSTRUCTION ACTIVITY IS / LOT v v V / 4oFgk pc� o o�� eF / / N �o• / 42 N N @ •.p, ,,, / / 'I;/ LOT 4Pg4/l Yip / / N / PRESENT. /o / < °K . / / v 7. DETAILS FOR SILT FENCE, SILT FENCE OUTLETS, 12963 Sq. Feet / / 1 / < // �� � / S� v 24 �ie,c3y / °o vv vv // /N 0.298 Acres / ' / A1. 6 N & CONSTRUCTION ENTERANCES AND OTHER MEASURES ARE 0 �� /j Q/ / N. / // • // r ���s o v Jti° PROVIDED ON ADDITIONAL SHEETS. EROSION AND Q+' ' 9 o / \ SEDIMENT CONTROL DETAILS ARE NOT DRAWN TO SCALE. ° / 4 / / / \ \ \ \\ // / /�\ \\ �' /�� q�,Ps"f \\ / // �/ 2 / A /f/ / \ \ N / -% 'y \ r24 / / , �/ \� // // \V N NN // / / '° \VN / / / F��F� / S / V N / / p°60 N A\ to ,/ / p�P P 49,p / / / / / o\ N \ rya, s / / •2,i/s o ,/ \ ,y6/ cFgY of / 4 / / / / // \V A \v/ / / 9�ee IsA\ \ 4 <\ e. // / / \ \ (\c' / es V / \ / / S / / \ 2 / \ / \ / / / 2 / / /' / F(F°Oc2. LO1 \ F�/ // c4P 4�eI'i /> // / �\ \\ o / AI(' �FG� ' / c0 // `' < 0N ' 4 4;6: / S / N N / \ / 1i \ 9 �.�4• / 11 T N / /On N / LEGEND @ JUNCTION BOX I (l FLARED END SECTION N/F NOW OR FORMERLY CLF CHAIN LINK FENCE I] DRAINAGE INLET Ni) WATER MANHOLE R/W RIGHT-OF-WAY FFE FINISHED FLOOR ELEVATION PROVIDING SERVICES FOR 00 PROP. COR. FOUND ® POWER POLE El FIBER OPTIC BOX OTP OPEN TOP PIPE BFE BASEMENT FLOOR ELEVATION METRO ATLANTA, • 5/8" REBAR SET _4 LIGHT POLE Q TELEPHONE MANHOLE CTP CLOSED TOP PIPE GFE GARAGE FLOOR ELEVATION BOJ DAJ' 'Y1 RALEIG -DURHAM, FLORIDAL RROJ60-1 O COMPUTED POINT POWER POLE OO POWER MANHOLE RB REBAR SUBJECT PROPERTY LINE O R/W MONUMENT W/LIGHT • OUTFLOW STRUCTURE CONC. CONCRETE ADJOINING PROPERTY LINE zone IncLAND SURVEYING SERVICES 8024 GLENWOOD AVENUE A. FIRE HYDRANT -c GUY WIRE © CABLE BOX EOP EDGE OF PAVEMENT -W- WATER LINE , • &LAND PLANNING SERVICES #109,RALEIGH,NC 27612 ❑w WATER METER E❑ POWER METER m TELEPHONE BOX OH OVERHANG -S- SEWER LINE BSL BUILDING I (919)363-9226 cgo WATER VALVE 111 ELECTRIC BOX RCP REINFORCED CONC. PIPE CNT. 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