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HomeMy WebLinkAboutRevised 6-16-17 (2)E ISS NC GRID COORDINATES N - 613,621.678 E - 2,050,973.570 NAD 83(2011) i n - 1Q�6 A22k�60 > EN - EXISTING NAIL T _ E - TELEPHONE K-4 N 73'11'S3"W 27.50' C a' ERS - EXISTING RAILROAD SPIKE T - Z F�� I, 2 IPS - IRON PIPE SET FIRE HYDRANT B 6 ISS IRON STAKE SET WM - WATER METER EASEMENT CALL TABLE RSS - RAILROAD SPIKE SET WV - WATER VALVE O��pG 52.0 w 25,830 SF i NS - NAIL SET PKS - PK OR MAG. NAIL SET CO -SEWER CLEANOUT CURVE RADIUS LENGTH DELTA CHORD CH.BEARING Q JgJG � z � � ,tkk 6g1•y► R/W - RIGHT OF WAY TP -TELEPHONE PEDESTAL UP -UTILITY POLE C -E5 50.00' 56.87' 65'09'56" 53.85' S 38.36'14"W LD 00 rrn� m h�5 CL - CENTERLINE EL - ELEVATION 20k i D S B.M. - BOOK OF MAPS MANHOLE COURSE BEARING DISTANCE NC 27 MH - P.B. - PLAT BOOK 29 C) M.B. - MAP BOOK BC - BACK OF CURB E-1 N 56753'190E 46.60' 1\ 6 0 25,168 S.F. D.B. - DEED BOOK HVAC - HEAT/AC UNIT E-2 N 71'18'30"E 55.29° SB - SET BACK CP - COMPUTED POINT E-3 N 75'50'00"E 67.54 RPNPG' EP - EDGE PAVEMENT E-4 S 73'11'53"E 146.29' X31 O2" f1 ,�/� .- 30,378 S.F. kpOk 6, NCGS - NORTH CAROLINA GEODETIC SURVEY h$ L� 9 S e z m I otic r 28 fw �!� 6� 2L3� co o 025.105 S.F. LP STATE OF NORTH CAROLINA COUNTY OF •W / 24 O REVIEW OFFICER OF y 1 8� 36 I' // o f ry,,k 60$� -- REVIEW ria \ COUNTY. CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS M o 27,740 S.F. / ; °o 15 6�y AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. 8 34,059 SF m � O N �(. O p S11 EASE 7 ryryk1� O� a 'SO' ^' 26,592 SF REVIEW OFFICER 33,074 SF -I yS ryoti� g L c` �. DATE EIS k5 \ Z �$ 23 + 1OX70 G,25 s 9 v 26 400 S.F. n G INTERSECTION yTIE US 401 N & NCSR !' 1457 N 10'07 WE 1189.01' 'EI$1 S 05'17'44"E tib f _14- 40.80' 30' LANDSCAPE / STREETSCAPE BUFFER 1 � . f Z O v 1 in 1n A r� Lt \ 36" WATERLINE • N� 'r ry F i C_) \ j ?'1y _.. N 489 k2 N 25,314 SF \ Z q"� \`A G 9 4� "E l 6 1 N 2-80 a ��\ (� Oh C�40 C' 'SIGN O 30° LANDSCAPE / 55+ o " h 3�• ! 1 EASEMENT 1 \ \ STREETSCAPE BUFFER 33,132 SF w C` rV0 N 99 - � ti � j' �.�. N d U ;D 216' "w ✓/ 22 10ST / '� ? ,`ti i0 1 " 5U S 83'33'06"E i w W 5 9x� 16 / e G G O S 24'49'11'E EIS POND BUFFER " / 291.53' _ o -t OPEN SPACE & BUFFER ^ S+� 29,445 SF hb?p 35,626 SF 56.80' d TO BE MAINTAINED BY 1 5 6 y 25,598 SF db �� 0 1 � - HOA O J�. o � .+ \ eh• hb'�`ti / % ait` �' "p a. 2.05 ACRES N 803750.E .0J. �S 31.758 SF g °_ w T, i AXLE EXIST �P. V3 a HOA •Q 128.96°-_ S 82 49'27`E �4, �c g ��1 29"W $ \ ,0 ; ' \ \\ 30.144 SF < N MAINTAINED •k0 - - / `ro POND, ACCESS, k -- 5 9. k� � 3 272.20' -- ,,p � "� " � s '� MAILBOX KIOSK k-5,. ^t� N - '"1G Gi a 1�' 9 EASEMENT .� g '• At+f FH ? �� ry1 ,a L 4 35.039 SF cr 4 o � N >31j' a , QC p e t - 30,639 SF RICKY & SONYA 5311 - N n o 32,021 SF -H Q G� WIL IFORD u `I E� 23q,26, Z 'a o 4 MAP 2015-383 a 35,676 SF > 10X70 ST/� Q G 6 o A f K ASPI♦q(T X20 46.00' FH �� 10X70 ST G'� �,� VST phi OR/VE 3 � 252.50'♦`ti0• � 2 _ 50' INGRESS/EGRESS �� t�2 VARIABLE f-4 v n "PVC o0 N 0' g Pvc wnrER UNE G'IN C' � � G'3 G REGRESS/UTILITY �F WIDTH I X16 81'52'32"W g EE 32,946 SF 21.33' _ RUBEN & FRANCES YORK & ACCESS EASEMENT 1 rT p 69.57' C-4 G-13 n D.B. 926 PG. 976 wv z'Bo A 120.00' 0 A SS GIN i --- C_`1438.22' C - i5- 5 'o. ; 68,354 SF C� 18 — - N 00'58618"W ��F / 1 © p 33.300 SF �`r�k IS I ? 20° SLOPE, /� 1 0 Q DRAINAGE. �t, N 2 023 SF N`r k� �A f' m J ,W I & UTILITY 7 3 S o. e� �L ^� 1 ry O p w EASEMENT rn N O, �. N , N 30,726 SF m -* !n c� o.e. 3495 Ln N 0� k6 o N 31,555 SF N o 3 Pc, to 0 $ 34,312 SF a L, c^ 5 N 20'29'56"W Q/`� 34,122 SF N 300 cy o 0 � N '-L 'fl 164.23' N m ,y0 N o iv N N r ,o •a , rn z ® - sy rd 112• ECM 34,636 SF , 9 , 16 / 36 '12196 244.92' -- �- 1 N \L 3,74 EIS 5 1 �"9 8 N 82'51'01"W 1.00' 120.00' 935.61' 9s.5p' 115/ 50"WEIS S 76'13'00"W 668.71' 41.35' S -j2 r -7A 76.89' LINDA MORGAN EIS Is EIS 1 N6.0\(C\ RUBEN & FRANCES YORK D.B. 476 PG. 34 0 D.B. 926 PG. 976 I, BENTON W. DEWAR. PROFESSIONAL LAND SURVEYOR N 82'51'02"1N N0. 3040, CERTIFY: THAT THIS PLAT IS OF A SURVEY THAT CREATES A 57.85'total ORBMUNI IPALLIITY ORDINANCE THAT ITHATG EGULAA EULATED 5 COUNTY PARCELS OF LAND. BENTON W. DEWAR NCPLS - 3040 I, BENTON W. DEWAR CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION- THAT THE RATIO OF PRECISION IS 1:_-__-__--: THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED FROM INFORMATION FOUND IN BOOK PAGE _ _ _, THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMMENDED. WITNESS MY ORIGINAL SIGNATURE __-_ 20__ LICENCE NUMBER AND SEAL THIS ------ DAY OF---------- BENTON W. DEWAR, NCPLS - 3040 HARNETT COUNTY NORTH CAROLINA FILED DATE TIME MAP NUMBER KIMBERLY S. HARGROVE REGISTER OF DEEDS BY : DEPUTY RECORDED MAP # 2017 —------- HARNE17 CO. REG. OF DEEDS SUBDIVISION SURVEY OF MORGAN FARM SOUTHERN LIVING INVESTMENT PROPERTIES, LLC 1187 N. RALEIGH STREET, ANGIER, NC 27501 DEED BOOK 3364 PAGE 666 MAP # 2015-383 PIN # 0651-02-0713.000 HECTOR'S CREEK TOWNSHIP HARNETT COUNTY — NORTH CAROLINA SCALE : 1" = 100' — APRIL 4, 2017 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 SEE SHEET 1 FOR CERTIFICATES AND SHE0I OTHER PERTINENT INFORMATION F2 OF LEGEND CALL TABLE FOR HOA ACCESS & o CMS -CONCRETE MONUMENT SET ECS - EXISTING COTTON SPINDLE MAILBOX KIOSK EASEMENT ECM - EXISTING CONCRETE MONUMENT CSS -COTTON SPINDLE SET m EIP - EXISTING IRON PIPE D -DRAINAGE COURSE BEARING DISTANCE o Q EIS - EXISTING IRON STAKE G - GAS LINE z ERB - EXISTING REBAR S - SANITARY SEWER K-1 S 18'41'30"E 20.00' ECS - EXISTING COTTON SPIKE W - WATER K-2 N 74'37'47"E 25.51' EPK - EXISTING PK NAIL ELECTRIC K 3 N 39'13'24"E 57.15' ISS NC GRID COORDINATES N - 613,621.678 E - 2,050,973.570 NAD 83(2011) i n - 1Q�6 A22k�60 > EN - EXISTING NAIL T _ E - TELEPHONE K-4 N 73'11'S3"W 27.50' C a' ERS - EXISTING RAILROAD SPIKE T - Z F�� I, 2 IPS - IRON PIPE SET FIRE HYDRANT B 6 ISS IRON STAKE SET WM - WATER METER EASEMENT CALL TABLE RSS - RAILROAD SPIKE SET WV - WATER VALVE O��pG 52.0 w 25,830 SF i NS - NAIL SET PKS - PK OR MAG. NAIL SET CO -SEWER CLEANOUT CURVE RADIUS LENGTH DELTA CHORD CH.BEARING Q JgJG � z � � ,tkk 6g1•y► R/W - RIGHT OF WAY TP -TELEPHONE PEDESTAL UP -UTILITY POLE C -E5 50.00' 56.87' 65'09'56" 53.85' S 38.36'14"W LD 00 rrn� m h�5 CL - CENTERLINE EL - ELEVATION 20k i D S B.M. - BOOK OF MAPS MANHOLE COURSE BEARING DISTANCE NC 27 MH - P.B. - PLAT BOOK 29 C) M.B. - MAP BOOK BC - BACK OF CURB E-1 N 56753'190E 46.60' 1\ 6 0 25,168 S.F. D.B. - DEED BOOK HVAC - HEAT/AC UNIT E-2 N 71'18'30"E 55.29° SB - SET BACK CP - COMPUTED POINT E-3 N 75'50'00"E 67.54 RPNPG' EP - EDGE PAVEMENT E-4 S 73'11'53"E 146.29' X31 O2" f1 ,�/� .- 30,378 S.F. kpOk 6, NCGS - NORTH CAROLINA GEODETIC SURVEY h$ L� 9 S e z m I otic r 28 fw �!� 6� 2L3� co o 025.105 S.F. LP STATE OF NORTH CAROLINA COUNTY OF •W / 24 O REVIEW OFFICER OF y 1 8� 36 I' // o f ry,,k 60$� -- REVIEW ria \ COUNTY. CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS M o 27,740 S.F. / ; °o 15 6�y AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. 8 34,059 SF m � O N �(. O p S11 EASE 7 ryryk1� O� a 'SO' ^' 26,592 SF REVIEW OFFICER 33,074 SF -I yS ryoti� g L c` �. DATE EIS k5 \ Z �$ 23 + 1OX70 G,25 s 9 v 26 400 S.F. n G INTERSECTION yTIE US 401 N & NCSR !' 1457 N 10'07 WE 1189.01' 'EI$1 S 05'17'44"E tib f _14- 40.80' 30' LANDSCAPE / STREETSCAPE BUFFER 1 � . f Z O v 1 in 1n A r� Lt \ 36" WATERLINE • N� 'r ry F i C_) \ j ?'1y _.. N 489 k2 N 25,314 SF \ Z q"� \`A G 9 4� "E l 6 1 N 2-80 a ��\ (� Oh C�40 C' 'SIGN O 30° LANDSCAPE / 55+ o " h 3�• ! 1 EASEMENT 1 \ \ STREETSCAPE BUFFER 33,132 SF w C` rV0 N 99 - � ti � j' �.�. N d U ;D 216' "w ✓/ 22 10ST / '� ? ,`ti i0 1 " 5U S 83'33'06"E i w W 5 9x� 16 / e G G O S 24'49'11'E EIS POND BUFFER " / 291.53' _ o -t OPEN SPACE & BUFFER ^ S+� 29,445 SF hb?p 35,626 SF 56.80' d TO BE MAINTAINED BY 1 5 6 y 25,598 SF db �� 0 1 � - HOA O J�. o � .+ \ eh• hb'�`ti / % ait` �' "p a. 2.05 ACRES N 803750.E .0J. �S 31.758 SF g °_ w T, i AXLE EXIST �P. V3 a HOA •Q 128.96°-_ S 82 49'27`E �4, �c g ��1 29"W $ \ ,0 ; ' \ \\ 30.144 SF < N MAINTAINED •k0 - - / `ro POND, ACCESS, k -- 5 9. k� � 3 272.20' -- ,,p � "� " � s '� MAILBOX KIOSK k-5,. ^t� N - '"1G Gi a 1�' 9 EASEMENT .� g '• At+f FH ? �� ry1 ,a L 4 35.039 SF cr 4 o � N >31j' a , QC p e t - 30,639 SF RICKY & SONYA 5311 - N n o 32,021 SF -H Q G� WIL IFORD u `I E� 23q,26, Z 'a o 4 MAP 2015-383 a 35,676 SF > 10X70 ST/� Q G 6 o A f K ASPI♦q(T X20 46.00' FH �� 10X70 ST G'� �,� VST phi OR/VE 3 � 252.50'♦`ti0• � 2 _ 50' INGRESS/EGRESS �� t�2 VARIABLE f-4 v n "PVC o0 N 0' g Pvc wnrER UNE G'IN C' � � G'3 G REGRESS/UTILITY �F WIDTH I X16 81'52'32"W g EE 32,946 SF 21.33' _ RUBEN & FRANCES YORK & ACCESS EASEMENT 1 rT p 69.57' C-4 G-13 n D.B. 926 PG. 976 wv z'Bo A 120.00' 0 A SS GIN i --- C_`1438.22' C - i5- 5 'o. ; 68,354 SF C� 18 — - N 00'58618"W ��F / 1 © p 33.300 SF �`r�k IS I ? 20° SLOPE, /� 1 0 Q DRAINAGE. �t, N 2 023 SF N`r k� �A f' m J ,W I & UTILITY 7 3 S o. e� �L ^� 1 ry O p w EASEMENT rn N O, �. N , N 30,726 SF m -* !n c� o.e. 3495 Ln N 0� k6 o N 31,555 SF N o 3 Pc, to 0 $ 34,312 SF a L, c^ 5 N 20'29'56"W Q/`� 34,122 SF N 300 cy o 0 � N '-L 'fl 164.23' N m ,y0 N o iv N N r ,o •a , rn z ® - sy rd 112• ECM 34,636 SF , 9 , 16 / 36 '12196 244.92' -- �- 1 N \L 3,74 EIS 5 1 �"9 8 N 82'51'01"W 1.00' 120.00' 935.61' 9s.5p' 115/ 50"WEIS S 76'13'00"W 668.71' 41.35' S -j2 r -7A 76.89' LINDA MORGAN EIS Is EIS 1 N6.0\(C\ RUBEN & FRANCES YORK D.B. 476 PG. 34 0 D.B. 926 PG. 976 I, BENTON W. DEWAR. PROFESSIONAL LAND SURVEYOR N 82'51'02"1N N0. 3040, CERTIFY: THAT THIS PLAT IS OF A SURVEY THAT CREATES A 57.85'total ORBMUNI IPALLIITY ORDINANCE THAT ITHATG EGULAA EULATED 5 COUNTY PARCELS OF LAND. BENTON W. DEWAR NCPLS - 3040 I, BENTON W. DEWAR CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION- THAT THE RATIO OF PRECISION IS 1:_-__-__--: THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED FROM INFORMATION FOUND IN BOOK PAGE _ _ _, THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMMENDED. WITNESS MY ORIGINAL SIGNATURE __-_ 20__ LICENCE NUMBER AND SEAL THIS ------ DAY OF---------- BENTON W. DEWAR, NCPLS - 3040 HARNETT COUNTY NORTH CAROLINA FILED DATE TIME MAP NUMBER KIMBERLY S. HARGROVE REGISTER OF DEEDS BY : DEPUTY RECORDED MAP # 2017 —------- HARNE17 CO. REG. OF DEEDS SUBDIVISION SURVEY OF MORGAN FARM SOUTHERN LIVING INVESTMENT PROPERTIES, LLC 1187 N. RALEIGH STREET, ANGIER, NC 27501 DEED BOOK 3364 PAGE 666 MAP # 2015-383 PIN # 0651-02-0713.000 HECTOR'S CREEK TOWNSHIP HARNETT COUNTY — NORTH CAROLINA SCALE : 1" = 100' — APRIL 4, 2017 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 SEE SHEET 1 FOR CERTIFICATES AND SHE0I OTHER PERTINENT INFORMATION F2 OF