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MapNOTES _-----�-- TOTAL NUMBER OF LOTS - 57 N PROPERTY PIN #0644-45-0199.000 o I I PRESENT ZONING - RA -30 TOTAL TRACT AREA - 56.3 ACRES PER DEED co ( I TOTAL LINEAR FOOTAGE OF STREETS - 4,565 SF o AREA IN STREETS - 5.5 ACRES z I I AVERAGE LOT SIZE - 39,113 SF(0.89 AC.) TIE TO EXISTING ALL INTERSECTION RADII = 25' ALL CUL-DE-SAC RADII = 50' s" WATER LINE � `---------��"\\ WATERSHED DISTRICT IV N ---- - ------------------------ WATER TO BE PROVIDED BY HARNETT COUNTY PUBLIC UTILITIES. F506.100' 89.47'S1"W 175,00' END OF EXISTING FOREST TRAILS SUBDIVISION KINSMAN COURT I FOREST TRAIL PROPERTY OWNERS ASSOCIATION P------- RIGHT OF WAY PHASE 3 50' P ELIC R W PIN #0644-46-6160.000 DEVELOPER TO TAP INTO EXISTING 6 WATERLINE LOCATED ON No -125.00'-_ _--MAP 2008_8 D.B. 3180 PG. 750 KINSMAN COURT IN THE FOREST TRAILS SUBDIVISION. ------ - - -- -- -- �•oo( �°--—�----- '�j CALEB &HOLLY WATER SYSTEM TO BE DESIGNED BY A LICENSED N.C. I ADKISSON PROFESSIONAL ENGINEER AND INSTALLED ACCORDING TO LOCAL AND KAZIMIERZ I I D.B. 2905 PG. 407 1 STATE GUIDELINES. / LIGHT { ELANUELA / POLE 1 \' I DANIEL ERDMAN ARLENE JARVELA CHRISTIAN KNOX CAROL DALE JARED COHN BANACH GHIGI-KIZIS \ I WATERLINE SHOWN FOR GRAPHIC PURPOSES ONLY. / \ JENNIFER I I I I CATHERINE KNOX I ROBERT DALE I I I D.B. 3027 I I 1 LOTS TO BE SERVED BY INDIVIDUAL SEPTIC SYSTEMS. P) ;�% \ WEYANT-ERDMAN FOREST TRAILS PROPERTY D.B. 2852 D.B. 2727 D.B. 2716 D.B. 2691 ELENORA BANACH ERICK SIPPEL LOT 107 \ PAMELA THOMPSON PG. 677 PG. 790 D.B. 2748 PG. 985 \t°o D.B. 3136 OWNERS ASSOCIATION PG. 379 PG. 710 TARA SIPPEL $�'\\ PG. 463 I D.B. 3159 PG. 740 I D.B. 3180 PG. 750 I I I I I PG, 137 I I D.B. 2753 \ t PG. 693 I TOPOGRAPHIC LINES SHOWN FOR REFERENCE ONLY. ILOT 116 I LOT 114 I LOT 113 I LOT 112 I LOT 111 I LOT 110 I LOT 109 I \ I , PRESENT LAND USE IN AGRICULTURE/TIMBER. \ \ I LOT 117 DRAINAGE EASEMENTS SHOWN FOR REFERENCE ONLY. FINAL PLACEMENT \\ \ 15' LANDSCAPE E MENT Lor 108 N 89'3'36"E 1626.97' OF EASEMENTS TO BE DETERMINED ON CONSTRUCTION DRAWINGS. � \\\ _� �:_.—.492•J9-. 1.64- — ——'1'�4-' —'—s�— - �. ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE OBTAINED \ \ 5.74' —.—.—. 99 .—.—. 10.00._,. ---'- - --- --- r---- r------- 1 r------- r--- \�.-=- co $ \ \--------- ^'. �- -�------ � C------1 rn BEFORE CONSTRUCTION BEGINS. \ n�9� r\ ---57 "��� \ \.. \ \ \ \ \ \ !. ALL STATE AND LOCAL EROSION CONTROL MEASURES SHALL BE \45 \ $, \ \ \ \ �, \ \,, COMPLIED WITH DURING CONSTRUCTION. \\ q\\ \.26,044 F �N 6�2A�1, i'. \. \.S \ \ co c� 25 101 SF m N \'.. 44 { s \ 1 \ O o. tO d N \ { a MINIMUM BUILDING SETBACKS \ �° 56 1 `�+ \ 49 a� ��°• 47 26,961 S o b N b \ 45, 72., \ >rj \ \ ,9. i 1 5 �? �' F� o �. o. N o o TEMP. \' . i \ \ �y1.6 $'F --\ 143,239 SF 25,318 SF\\ i �' N �N FRO DONT 1035 S. \ ° TURN A UND\ { tn� 32,706 SF Ego , r \ \ F \ - - J J L _ 50' RA _ \ >. 1' u > REAR - 25 �'N A15g { �� \ \ 25,876 \\, A 38.19't� ----- {`rnr" . JOSEPH K. REVELS \ �3 BRENDA H. REVELS \ .S> o \ �' �' 1 i^ S� 6S \ \ \ l _ 61.84' 125.00' \ 2 .63' { CORNER SIDE - 20 PIN U0644-25-8924 000 \\ �\ \\ \\N• � � � 55 / �` � �!' \\ `� \ ' - -- \ \ � �' � � iAD3.1 — —�• OPOS D WA ? _I E- BOW �F �,. MINIMUM LOT SIZE - 25,000 SF WITH WATER MAP #2004-389 d �. \ O� % i �. J, 15 ____--FALIA_N__1Y_AY_--------- --A SEMBL -_. .. D.B. 2298 PG. 255 a \\ \ \ \ y{ 38�615S §F. 0�"�i.� , \.\ UNSUITABLE SOILS AS'I.NDENTIFIED 010% -�- 50' PU R/W N 8933'36"E 4 �dd { �W �'� y/ / 'Oj \BY SOUTHEASTERN' SOIL& ENVIRO ENTAL i'�' -t "i 1 { 1 r 0� \ / i 13' 110.00' 1 1 1 ASSOCIATES, INC, I I 253.56 W { y '?\ �^U / ,' \ / 19 j� . �. o LIG I I co �.. / �- N y i yk - LE----- r- ---1 - -� 1 LEGEND: W o1 � \ 1 \ l 78 / . 1 / /og2 I 25,002 SFy \� mo \ y , / ! 27I / 1r o� % P -' (TYP) CMS - CONCRETE MONUMENT SET \\�\ \•o \ i �, i. /-/-_ -.� 0 \ I JONATHAN & KATHERINE GRIFFIN ECM - EXISTING CONCRETE MONUMENTN� �� i' 153, -N 83'01,'42 io 0 v 10 \. / / / /20`' "Y1� 9 / ' \ I I I I I PIN #0644-65-1818.000 EIP EXISTING IRON PIPE I"1 W\\�\ i,. / / / INA Grr EAS ---125.88'- D.B. 1137 PG. 456 EIS - EXISTING IRON STAKE d' \ cb. / EM i. I vu \ 54 \ h y / n EN7 FYi / y / I I I . (y/�� n ERB - EXISTING REBAR O 1g' < 41 I I \ ECS - EXISTING COTTON SPIKE O A2• "E �\ S '/ / 50 ! 36,591 SFI o EPK - EXISTING PK NAIL 19 41 ` \ 'S,• �` / . ,'h / f / �� ' \ EN - EXISTING NAIL Z pt 14 \ r, \� \ 47,394 \x/' y. >0 / / / y�/ f/ /T�� `'.� 73 4$8 '$F M' rn f o N.� ERS - EXISTING RAILROAD SPIKE I �cA• \'� , �\ , , / / Oo, / / /.. \ S 6 �'. ' r1 �.\ 43 I IPS - IRON PIPE SET \ ? \` \� / / \\ ptr�'y /! 60,954 SF // 4�, / f ./ ? �\ �'2y. td o.\ M �_ ��� O \ / / \ �. r _,_____-Y- -- 3 f / /� ./ o 3>. �� o "' \ "' a 788 SF ISS - IRON STAKE SET \ Vii. \� fir. \ / / �'� � _-�- /�/t'-Y /^� OR '' RSS - RAILROAD SPIKE SET \ sof, ggoF 40 \z..II o / NS - NAIL SET _I 25,885 $F \,�f.FgS PKS - PK OR MAG. NAIL SET �1 'S \ / 4j• / \ 5�,, / / �,. \�, .� \ /. I V) tT ccs CIL - RIGHT OF WAY.�\ \ 42,658 SF/O ?iS ei / p / / / f \ O \� \\ �.\ �` CL - CENTERLINE � •�� 0, / \ � ' / / 51 9 / / B.M. — BOOK OF MAPS •gy 16 \�\ ''�\ \\ '\ \ j '7A• 3c�'\ / P 0 // \ \ \ 74,43 F / ` 1 \ \ J II, P.B. - PLAT BOOK 1a i \ \ \ / /�7 i M.B. - MAP BOOK I i \ �\ \ \ \ / �/ /� \ 30,821 $F \\ \\ / /./ / \\ y. / ".j�0'.� '.` i I i, .60 D.B. - DEED BOOK i Z \ �• \ `T \ / ° \ \ ! ! S < \ / SB - SET BACK 00 ^ \ \ \\ 00, rye• \ %• C / / / 4'> I'... EP -EDGE PAVEMENT S \ \ \ \ \ / ` ? y // /o \\ \\ \ i / / T 1 "F �1 I � BC - BACK OF CURB --- � 25,571 SF ii \I MH - MANHOLE /\ I � R8• 9 O ELEV - ELEVATION LIGHTS Ip" \ / $ E i� i i P / 3 SO• �S. \. / j. y9, i i� �� .>�� 0p0�. r �\ I tr• a \ \ / 15' LANDSCAPE EASEMENT—O-POLE UP - UTILITY POLE /\\ %b' n <\ `rtY \\ ��,, '�.,• . / �..L/ �/ .' \ 1•`'/ /8 I' ;•_ryTP -TELEPHONE PEDESTAL ,� \ \ C 0 - SEWER CLEAN OUT Pr) II 42 87' jj , 11: 25.9 7 $F - WATER VALVEiJ 9- 00 i i 0 / • \ \ y2� 11L ,� / I' 'I. o WM - WATER METER < / w VG L�Ja �.\\\ \ , 1n �. HYD - FIRE HYDRANT c0 28,724 SF / A, �• �0 0 \X00 O�' /' > ti1a•�'L T - TELEPHONE BLOW O Q '�'� \� O i i/ '� ",� �. .,I /f i / T_ _ r \ E - ELECTRIC OFF �• `fib\ 1��, 0 / 38 O / ti. / / I _ 7 \' W - WATER I I �. J SSM/. / $' f \ '�.\ \� FH � 8E /1ti \ \ . X ' n.��oy' 'S55 /i ✓ / I z . 'os �,;•`�? \ S - SANITARY SEWER W I 19ah2/• sa e, w• / \ \c1 1100''' i+jb�/ \y \ 26,530 SF / h0 .� y �! �r 1 �ijr ji n . rn \ °9•RF )' G - GAS LINE D - DRAINAGE N1z0 \ A.4L15 / \�\ .,i./ 24 O \�c9• Nu., �� p L1 \ \ 37 ASS,\ // // //v4 // 31 g l i� ❑ - LIGHT POLE d0' %--�'\ \ \ \ \\� // \\ \\ !k \ /'1^ tr'w ����.��'' ."!' . \ \ 25 z m 61,721 SF RUTH M. JOHNSON / \ \ 32.93 SIF \ \ j u N / \ z ' • , ®- FIRE HYDRANT PIN 0644-15-5318.000 O I / / , \ \ XY. 'y45.165 s \ 25 082 SF \ \ \ g f \ SF I D.B. 96E PG. 447 O O �'Wa°c� \\ /� \ 36 ZS �' \ 'y j� e� / n \:t ------may % J� cPS 42,151 FINAL LOCATION OF STREET LIGHTS, MAP #2015-115 Z 01 I a°j . �'S /� s \ ) / \\ /. ° S 10. ry WATERLINES, HYDRANTS AND VALVES TO 34,481 SF © , \ �° °. \ \ / `� \ J \ � \ 30 962 SIF °s• O. / l / \ /. n \�o, 1., r . BE SHOWN ON CONSTRUCTION DRAWINGS. N \ / q O a / / °° / \ / /¢ h , �k \ ? 11y FIRE HYDRANTS TO BE PLACED NO L' \ �\ \ \ \ �/ . v4 $ / / 4 O / n \ 26 3 41 / I 1 / 30,429 SF ✓ 5 G �, , l / �. m r o O \ \ y2 /s / FARTHER THAN 500' APART. STREET \ Y \ C+\ \ \ \ /%.,ry �h' 'o N 93103 SF LIGHTS TO PLACED NO FARTHER THAN / > • \ A\ " \ \ \ / ° �' . / H'g 746 SF v m 300' APART. 4•j3 J / Oh �\ \ \ \ 6B /', / / 3 O� yy / \\ �� _ //6 ah < -,�. \ \ 56 / / �s \\ o �. �i hF /poo \9r 6,574 SF ., N 73.4 / w �� T .�, oQ -'\ �. - _ -- - ypo � . / / / o \ .•a, ?� n � /ih • \ \ N / �\ i\ __N 85.25'41E S g$6 / / 30,18 SF P l 1 25,25 $F / \� °o. 4x r1 9 \ \ a --r,� \ ,11 \ BLOW _ 32 /115.42'- - .w / ��h \ 17 / ` 7 `'�, a \ / f' OF I / ¢ �t7 32• / •�v \ \\ 2A' D&AMlA6E EAS`EMEN yh a I I ' S. / / \ c^ / --N 85 . 1 . I 6• •Oh ^ 1 \ op 88.21_ o ,! \ °o�\ \ o S 76'123 S 78' / pBLOW On �' am 487 $F1 o� 00 i� 2 9 1--'-.7 \\\°s \\ 35 N r 3"f i "E OFF ^ ( \ cio cp i 0y%dry ,1°j N // ? 3 550 SF, // s ' II Assts. n / el a O co" , / \ \\ \ 44,705 SF I I1 J1 \ o, \ / N-7 / cj.e oh O i \� \ r; �y to P 25,650 \ ,�^>`O ^'/ /qtr°. / \ 70775 SF. o i / h ��° 27,943 SF/ /^\ i, \\ \ / w „ c4 i O I o ` \ P1p <v // \ \ A. ON j/ / 9x �\\ \i \\ / /25,4 SF�ty 27,518 SFI olUlN /I O mf I 6 .� ��_. \\ 'A FF/ / o N ^ I� 29 \ \ �� / f �a�' �\ 21 Z // // 6aph°h 11 \�\��'� �I� 'i I 125,624 SF\ \� �e� /�7f /n\ \ 8,077 SF\ \ / I 1 1°/ / / �"\i \ /\ 26,716 Sp// °� \\R \ i -J I _____J I I L____,Fp� Pte..y.�A � qOp \o1s4.67 A I 1A y00 6 \ / •�v O o \ 00• \� 125.00' 2$.00' A=118• o'S'li 0• 3n \ / / t»h ,{ \ ?93 ----a/ I h6 2 \\ sy.,,, — _ i _ po2g LARRY & EMILY WESTER •2j," (� ?S' �\ `V P qo� _-- 17_5.00____ -75.00' / / \ \ \ { I BILLY & DOLLIE STUART \ / 088\ S 89'44'05"E 25 .00' 00'� \ \ S ., PIN #0644-54-7530.000 PIN #0644-33-4890.000 O / B' __ _ s1 44 57 SF\ { \, $. MAP #2007-556 M / gl: \ f/� ,145 SIF M ��\\ Aa� 9' 101.00' 1.00' t A= 6. P i11 1 19 \`� \\ , 13 % — r----, --- 1' r/ { { w ro J ^� � 20.51 1 1 { 51,366 S 25,108 SFS ' (1 el I O I 16 II I 1 { 1 1 z / ou. �•a1i \ \ \�''� ''' p� 1s ^ 0 I o 128,014 > \ �i.CN '' \ \ \ o N 0 , e N of 2 729 $ 9 �.. 30,318 `6F M25,202 SF N 27,417 SAN N rn a \ \ \ \) cV V' N bo \ \ a cWi ° w P \ \ \ \ cn `3i3 / 1 11 z a z\ \ J 1 \ \ 1\ \ d+ LARRY & EMILY WESTER \9r > \ I \ 1� •, { { �{ { \ 1- \ \ .a PIN #0644-34-6276.000 'aj _ _ _ _ - J L - \ '\ \, �.. _ ,0 d• .., D.B. 616 PG. 365 �5�0 0 . — �!1 fi� x'16 T5` —., '7T o, 14NO APE EASEMENT _—�� N 8 '14'42"W 990.71' -- --I • SC -- BENTON W. DEWAR, NCPLS - 3040 VICINITY MAP NTS DITCH 4.0x z.uo., •.moo., -y <.ox, J.7 y PI 2„ 59.5 qI y.1 ASPHALT 8" CABC SEED, STRAW AND TACK W/RS OR CRS LIQUID ASPHALT AT RATE EQUAL TO 10G PER 1000 SF. TYPICAL CROSS SECTION (NTS) PLACE STAW WITH NET PUBLIC R/W WHERE APPLICABLE. PRELIMINARY PLAN WHITE OAK SUBDIVISION JONATHAN & KATHERINE GRIFFIN DEED BOOK 919 PAGE 589 PIN #0644-45-0199.000 HECTOR'S CREEK TOWNSHIP HARNETT COUNTY - NORTH CAROLINA SCALE: 1" = 100' JUNE 23, 2015 100 0 100 200 300 GRAPHIC SCALE - FEET BENTON W. DEWAR AND ASSOCIATES PROFESSIONAL LAND SURVEYOR 5920 HONEYCUTT ROAD HOLLY SPRINGS, NC 27540 PH. # (919) 552-9813 FAX # (919) 557-2255 GRIFFIN/15/650 I, BENTON W. DEWAR CERTIFY THAT THIS PLAT WAS DRAWN UNDER ' MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY �� O 0 SUPERVISION; THAT THE RATIO OF PRECISION IS 1:_________: �`') O THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED FROM INFORMATION FOUND IN BOOK ----------; O O JAMES T_ADAMS III P ADAMS PAGE __; THAT THIS PLAT WAS PREPARED IN ACCORDANCE LINDA WITH G.S. 47-30 AS AMMENDED. WITNESS MY ORIGINAL SIGNATURE 1 M PIN #0644-43-5956.000 LICENCE NUMBER AND SEAL THIS ------ DAY OF --------------- 20-__. D.B. 2929 PG. 2008-643 BENTON W. DEWAR, NCPLS - 3040 VICINITY MAP NTS DITCH 4.0x z.uo., •.moo., -y <.ox, J.7 y PI 2„ 59.5 qI y.1 ASPHALT 8" CABC SEED, STRAW AND TACK W/RS OR CRS LIQUID ASPHALT AT RATE EQUAL TO 10G PER 1000 SF. TYPICAL CROSS SECTION (NTS) PLACE STAW WITH NET PUBLIC R/W WHERE APPLICABLE. PRELIMINARY PLAN WHITE OAK SUBDIVISION JONATHAN & KATHERINE GRIFFIN DEED BOOK 919 PAGE 589 PIN #0644-45-0199.000 HECTOR'S CREEK TOWNSHIP HARNETT COUNTY - NORTH CAROLINA SCALE: 1" = 100' JUNE 23, 2015 100 0 100 200 300 GRAPHIC SCALE - FEET BENTON W. DEWAR AND ASSOCIATES PROFESSIONAL LAND SURVEYOR 5920 HONEYCUTT ROAD HOLLY SPRINGS, NC 27540 PH. # (919) 552-9813 FAX # (919) 557-2255 GRIFFIN/15/650