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HomeMy WebLinkAboutNCC221729_Site Plan or Location Map_20220504-NOW OR FORMERLY- 1 fj f j1 ! HOPEDALE PROPER77ES LLC , -NOW OR FORMERLY - DR 13927/302 WESTERN LIGH75 LLC SMH f a LOT 157A, MB 63/551 1 ! DB 310561315 RIM. •68A46 -NOW OR FORMERLY ! PID 08306821 !!! PID 08306819 !NV INWESTERN LIGHTS LLC (OLD STEEL PIPE):581.16 j INV IN: 679 36 DB 314921765 NV OUT.6s71s PID 0830s823 -NOW OR FORMERLY' �- �i DRAKAS INVESTMENTS LLC DB 304021875 oelrINV.,676.2 - 1- REBAR r PID 08306817 ^ NOW OR FORMERLY - if, - - s2 (FOUND) NOPEDALE PROPERTIES LLC -7CP �%.7u '49 E (FOUND) �` s �s DB 18696/73��� 9 + EXPOSED ~-�S LOT 162, MB 63/551S+� i4 - ��,- - i^^ STEEL SEWERPID 08JO6816 SNOW OR FORMERLY(D� 4/1JNE (APPEARSu "/ r "� -- J .... ,�� SHANNON C HARlNGX $ROKE`)DB 21314129- �P!D 08306815 SNOW OR FORMERLYd- .:; ` - ~ - ��� - a _ REBAR 5�--��� rHEATHER D RUSHER GP (FOUND) s �DB 29694 711 ;1 REBAR ~ l�e� w -� r. �"v0'r\6j9 ` �� _ (FOUND) �`' �" �5�� PID 08306814 (p FOUND ( )\?13 _ LLJ --X`" 1 .�_ St , �32'f9-E 5� g sow. _.r �,: —�-- = •� CP 4717:__ \�s � �+ � 1 � ` � == = � ,� � ,� � � ! �S-�•e�S S` 1 Qrs 'j; BENCHMARK' 1 1 \ \ . _ ''' •� _ '' —�~ _�— =_�_ — - — MARK IN xEaDW$c� r--� f9� f \ \ 2 X Y����X \ \ ssi�J •%� s��} ro�. ~` �6g`a,� —!�1 77�—` �+ (NAVD88Z RIMS,. U1.97 —_ _ �., S7 D1 ~ 1 �` +•� INV IN: 683.27 _,gam+ "'� r y .� v�r` 4 - 1 ' — ` INV OU7 683.07 'z° �—, = - = ` ; sow 9 44.21—�— 1 / I i aWr40 6.4 1�X`'~,$&3�: ` - •�,!� .rNWBB0.2--� 'a au r THIS IS TO CERTIFY TO.• \\ \\ \\\\ \\\ lQ\ \\\\ \ \\\ \ \\\ \\\\ \\\\ \\\ \ \ ,� �\ \ FxL &B8„23 a° / �` ~ / GW CB i a \\\ \\ \\\\ \\\ \\�\ \\\\ \ \\\\ \\ \\\ \\\\ \\\ \\ \ \ \\ \ w GRA1'L.•669.65 m AMERICAN LAND nTLE ASSOCIATION,- \\ 42.2INV OUT685.65 NODA-MYERS, LLC; MYERS PARK PROPER71E5 INC. / ' BYFIORENZA POE NODA, LLC, A NORTH CAROLINA LIMITED LIABILITY COMPANY, �� �r LOT SP 11 LLC A DELAWARE LIMITED LIABILITY COMPANY, 17S SUCCESSORS AND ASSIGJVS• 7.11 889 ; I CNICAGO TITLE INSURANCE COMPANY 43t.* \ \\\\ ;\\\ ` \\� \\\\ �\\\ \\ \ \ \\\\\\\ _E 2a71, AJm DAWDSON / r \ \ \\ \ \ \ ( THE PER 1 ATAX RECORDS) �� \ •. \ \\�\� �\\\\\\\\`\\\\ \\\\ �\ `\\\ \\\\\\\\ \\ \ �\\ \ \ s� \\\ \\ \ —NOW OR FORMERLY NODA—MYERS LLC DB 331031856 PID 08306809 1.305 AC. rIL O��Jo\ 1_508 AC. \\ TOTAL, NET GAP 1.520 AC" (TOTAL, INCLUDING AP) \\ `!NV IN(NW): 7?8.12 \ \\ \ \ \ \ \\ \ } CONCRETe \ \ MONUMENT \ \ \ colt GgAO k / LINE TABLE LINE BEARING LENGTH L 1 N26 *51 '42 "E 15.29 L2 N26'16'45 "E 14.90 L3 N267542T 11.68 L4 S19 43'18"W 5.32 \ INV OUT:710.12 \ \\ \ \\ \ \ \\ � \\\ \\\\ \\ � \ (FOUND) \ \ CON D � y �� PA REBAR � 'Jj N. (FOUND) WM r REBAR 9 (FOUND) TE PAD " 7 5'j0 4 74q 60 a L5 N76 04 54 W 33.5fi • \ \ \♦ \ \\\\ \\\ \\\ \\\ \ \ \\ \\ \ \� � \ � \ \ PAD - -- \ APPARENT GAP \\ \ \\ \ \\ \ \ \\\ \ \ \ \ (540 SQ. FT. \ \ \ \\ \\ \ \ \ \ \ \ \ D CURVE TABLE CURVE RADIUS LENGTH BEARING CHORD Cl 605.81 135 30 S35.1729"W 135 02 C2 10 (CONVEYED BY DEED RECORDED IN ' 1`b0 PG / 111 71. Q6 144.52 S23'S6'04 "W 144.41 / 1 MECKLENBURG u COUNTY PUBLIC f l #2701 N. DA WDSON 1 \ \\ \\ \\ \\\ \ \\\ \\\ \\ \\ \ \\ CONCREI'L \ \\ \ x - - \\ � -NOW OR FORMERLY / l\ MYER5 PARK PROPERTIES INC 'p DB J01081436 PID 08306812 1 0.203 AC. COMPOSITE' SURVEYED LEGAL DESCRIP770N: BEGINNING AT AN EXIS77NG PIPE ON THE WESTERLY MARGIN OF THE RIGHT —OF— WAY OF N DAVIDSON ST; THENCE WITH A BEARING OF N 76174'54" W AND A DISTANCE OF 3,156' TO \ \\ NO TES. AN EXISTING MATHESON AIT CONCRETE THENCE FOLLOWING THE ARGIN�OF SAID RIGHRLY MARGIN �O� WAYTHREE(3)Y \ \ \\ "\ \\ \\\\ \\ //\\ `B\ \\\\ \\\ / / 1 �` '+ 1 \ { L IRON PINS SET AT ALL CORNERS UNLESS OTHERWISE NOTED. CALLS: (1) WITH A BEARING OF N 3077'O1" W AND A DISTANCE OF 245.36' (PASSING AN \ \ \ \\ \ \\\ �\ \\ \\`\ \\ � \\ \� \\ \ I ' - EX1S77NG REBAR AT 24.19) 7O AN EXIS77NG CONCRETE MONUMENT (2) WITH A BEARING \ \\ \ \\ �� \ \\ \\\ \ �\ \ \\ \ \ / .PROPERTY ZONING MA ARE SUBJECT TO lNTERPRETA170N 8Y OF N 227351" W AND A DISTANCE OF 140.31' TO AN EXI577NG CONCRETE MONUMENT• (3) (SETBACKSWITH A BEARING OF N 145235" E AND A DISTANCE OF 64.96' (PASSING AN EXIS77NG LOCAL MUNICIPAL177ES) REBAR AT 44.95) TO A POINT ON THE COMMON LINE OF THE PROPERTY OF HOPEDALE \ \ \\ \\ \\ \ \\`\ \ \ _ J / �f '- PROPER77ES LLC (NOW OR FORMERLY) RECORDED IN DEED BOOK 13927 PAGE 302\\\ \\ \ \\ \ - -86 i J x _-- - X J. TAX PARCEL NUMBER 08306809 & 08306612. \\ 69a5 THENCE FOLLOWING THE COMMON LINE THEREOF WITH A BEARING Of S 77;33'49" E AND A � \ \\ � \ \ \\\ \\ \\\ \ \\\ \\•` X J� 4. DEED REFERENCE DB 33103 PG 856 & DB 30108 PG 436. DISTANCE OF 42.72' TO AN EXISTING REBAR, THE COMMON CORNER OF THE PROPERTY OF \ \\\ \ \\ \\\ \\ \\\ \ \\\ \\\ j WESTERN LIGHTS LLC (NOW OR FORMERLY) RECORDED 1N DEED BOOK 31056, PAGE 315,' 5. BOUNDARY SURVEY ONLY THROUGH POINTS AS SHOWN. THENCE FOLLOWING THE COMMON LINE THEREOF WITH A BEARING OF S 534031" E AND A DISTANCE OF 57.52' TO A POINT, BEING THE COMMON CORNER OF THE PROPERTY OF CB \ \\ \ \\ \\\ \\ \\\ \ \\\ \\\ 1 6. THIS PROPERTY IS LOCATED W17HIN AN AREA HAVING A ZONE WESTERN LIGHTS LLC (NOW OR FORMERLY) RECORDED IN DEED BOOK 31492, PAGE 165• GRAIE•720.51 \ \\ \ \\ \\\ \\ \\\ \ \\\ \\\ DESIGNA77ON X BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), THENCE FOLLOWING THE COMMON LINE THEREOF WITH A BEARING OF S 567227' E AND A INV IN(NW):716.66 ON FLOOD INSURANCE RA7E MAP (FIRM) NO. 3710455400K, WITH A DATE DISTANCE OF 57.13' TO A POINT, BEING THE COMMON CORNER OF THE PROPERTY OF INV IN(SE): 715. 01 \\\ \ \\ \\\ \\ \\\ \ \\\ \\ 1 DRAKAS INVESTMENTS LLC NOW OR FORMERLY RECORDED 1N DEED BOOK J0402, PAGE INV OUT:715.01 \ \\ \ \\ \\ OF IDEN7TF1CA770N OF 02/19/2014. ( ) \ \ \ \ 875,• THENCE FOLLOWNG THE COMMON LINE THEREOF NTH A BEARING OF S 6932'19' E \ \\\ \ \\ \\\ \\ \\\ \ \\\ \\ III 1 7. THIS PROPERTY MAY BE SUBJECT TO ADD177ONAL RECORDED OR AND A DISTANCE OF 5B05' TO A POINT, BEING THE COMMON LINE OF THE PROPERTY OF UNRECORDED EASEMENTS, RIGHTS -OF -WAY OR RESTRICTIVE COVENANTS; HOPEDALE PROPER77ES LLC (NOW OR FORMERLY) RECORDED IN DEED BOOK 18696, PAGE \ \ \\\ \ \\ \\\ \\ \\\ \ \\\ IN OTHER THAN SHOWN. 73,- THENCE FOLLOWNG THE COMMON LINE THEREOF WITH A BEARING OF S 5973'18" E \ \ \\ \ \\ \\\\ \\ \\\ \ \\\ \\ AND A DISTANCE OF 56.11' TO A POINT, BEING THE COMMON CORNER OF THE PROPERTY.- H. AREA COMPUTED 8Y COORDINATED METHOD. OF SHANNON C HARINGX (NOW OR FORMERLY) RECORDER IN DEED BOOK 21314, PAGE 29; �� \ ' \\ \\ \ \\\ \` \\ \\ \ \\\ 6985 THENCE FOLLOWING THE COMMON LINE THEREOF WITH A BEARING OF S 65765'7" E AND A 9. NO NCG5 MONUMENT FOUND WITHIN 2000: DISTANCE OF 57.81' TO A POINT BEING THE COMMON CORNER OF THE PROPERTY OF SEA C & HEATHER D BUSHER (NOW OR FORMERLY) RECORDED IN DEED BOOK 29694, PAGE M \ \\ \ \\ \� \\ \ \\ \\ REBAR 10. UI]LIIY LOCATIONS SHOWN ARE LOCATED BASED ON SITE CONDITIONS 711, THENCE FOLLOWING THE COMMON LINE THEREOF WITH A BEARING OF S 67Y19'33" E \ \ \\ `\ \\ \ \\\\ \ \\\ \\ (FOUN01 z PIPE AND MARKINGS AT THE 77ME OF SURVEY. CONTRACTORS ARE TO HAVE ALL AND A DISTANCE OF 44.2r' TO A POINT ON THE WSlERLY MARGIN OF THE \ \ \ �� \ \ \\` \ \\\ \ \\� '.<.- U77LI77ES ACCURATELY MARKED PRIOR TO CONSTRUCTION. \\ (FOUND) RIGHT-OF-WAY OF N DAVIDSON ST THENCE FOLLOWING THE MARGIN OF SAID\\\ \\ 11. ANY CONSTRUCTON OR USE WITHIN ANY DELINEA17q FLOOD AREA 15 RIGHT-OF-WAY THREE (3) CALLS.• (1) WITH A CURVE TO THE LEFT HAVNG A RADIUS OF 605.81' AND AN ARC LENGTH OF 135.3R; AND BEING CHORDED BY A BEARING OF S 13 �s \ \\ \\ \ \\` \ \\ \ _ SUBJECT TO THE RESTRIC77ONS IMPOSED BY ANY APPLICABLE ORDINANCES ' \ \\ \ \ \\ \ \ \ OR REGULATIONS 3577*29" W AND A DISTANCE' OF 135.02' TO A POINT,• (2) WITH A CURVE' TO THE LEFT 'ACID \\ \ \\\ \\� \\\\`\\ \\\ �\ C�CREIE s PIPE HAVING A RADIUS OF 1071.06' AND AN ARC LENGTH OF 144.52, AND BEING CHORDED BY \\\ \ \\ \\\\ \\\ \\\\ .\\M NUND)T � (FOUND) 12. AT THE 77ME OF SURVEY, NO EVIDENCE OF RECENT EAR774 MOVING A BEARING OF S 2356'04 W AND A DISTANCE OF 144.41' TO AN EXISTING PIPE; (3) WITH \ \\\ \ \ \\\ \\ \\ \ \ . WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS OBSERVED 1N THE A BEARING OF S 19 43 18 W AND A DISTANCE OF 5.32' 70 AN EXISTING PIPE BEING THE e PROCESS OF CONDUC77NG 1TiE FIELDWORK. POINT OF SURVEY BYEGINNING, HAWNG AN CAROLINA SURVEYORS. INC. REA OF 1.520 ACRES MORE OR LESS A5 SHOWN ON A \ _ 13. AT THE 77ME OF SURVEY; NO PROPOSED CHANGES IN STREET RIGHT OF WAY LINES, EVIDENCE OF STREET OR SIDEWALK CONSTRUCTION OR REPAIRS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK. CHICAGO 777LE INSURANCE COMPANYam COMMITMENT NO.: 19-21231CH \ \ \\ \ \\ \ \ \ \ 14. THIS PROPERTY HAS ACCESS TO THE PUBLIC RIGHT OF WAY OF N DAVIDSON STREET AS SHOWN. COMMITMENT DATE• DULY 19. 2019 at 08:00 AM \\\`\ SCHEDULE B, PART II - EXCEP770NS \ \ \\\ \ \\ \\\� \\\ \\\\ \ \ FH l{{ I ow Pp THE FOLLOWING WAS USED TO ESTABLISH N.C.SP.C. INFORMATION: (1) CLASS OF SURVEY: A -URBAN LAND SURVEY 4• ANY RIGHT, EASEMENT, SETBACK, INTEREST, CLAIM, (1) CLASS ACCURACY. 0.2' ENCROACHMENT ENCUMBRANCE, WOLA77M VARIA7701VS OR GRAPHIC SCALE ` \ �� �\\`�\\`` { GV 07HER ADVERSE CIRCUMSTANCE AFFEC77NG THE 777LE �\ (3) TYPE OF GPS FIELD PROCEDURE; STATIC, ONLINE POS77ION USER SERVICE DISCLOSED BY FLA7(S) RECORDED IN MAP BOOK 6, PAGE 20 o 10 20 40 60 \ ti (4) DA 72:5' OF SURVEY• 7/29/19 895 (5) DA7IJM/EPOCH.' NAD 83 (2011), EPOCH 2O10 \ . (6) PUBLISHED/f'IXED-CONTROL USE: COTS S17ES DG5755, DG7402, DM6192 5. ANY RIGHT, EASEMENT SETBACK, INTEREST, CLAIM, CB \\ . (7) GOOD MODEL- GEOID 126; NA VD 88 ENCROACHMENT, ENCUMBRANCE, WOLA710N, VARIA77ONS OR r.W GRATE:720.51 (8) cOMBNEo GRID FAC70R(s): a99984446 OTHER ADVERSE CIRCUMSTANCE AFFEC77NG THE 777LE { IN FEET } CINV.4715.94 �pGACp (9) UNITS: US SURVEY FEET DISCLOSED BY PLAT(S) RECORDED IN MAO BOOK 59, PAGE 1 inch = 20 ft. 784. (AS TO T77ACT 1) � r \ i I \ ` 69 1 SSMH RIM: 697.77 INV IN.- 691.77 INV OUL•691.67 (HOLDING WATER) n 698 LE f GAS THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH 1T IS BASED WERE MADE IN Tl ACCORDANCE NTH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TTTLE SURVEY-, JONTLY EST48LISHED AND ADOPTED BY ALTA AND NSPS AND INCLUDES 17WS 1,2,34,6(a),7(a)( ),�9,1J,J3,1S,&17 OF TABLE A THEREOF. THE FIELD T l , WORK WAS gUMPLETED ON AUGU 2, 2019, I THOMAS E. WHITE DA7E LEGEND: 512dBOL LEGEND SET MONUMENT (TYPE INDICATED) E1P = EXISTING IRON PIN OIP = OLD IRON PIPE EXISTING MONUMENT (TYPE INDICATED) SIP = SET IRON PIN CP C� R/W = RIGHT OF WAY G� CALCULATED POINT AC = AIR CONDITIONING UNIT GV GAS VALVE PWR = POWER PAD PM = POWER METER wV WA TER VAL VE PP = POWER POLE LP = LIGHT POLE MB g MAIL BOX GM = GAS METER *y o WATER METER TFLE = TELEPHONE PEDESTAL CATV = CABLE TELEVISION WELL WM = WATER METER FH FIRE HYDRANT FES = FLARED END SEC77ON RCP = REINFORCED CONCRETE PIPE SSMH OS SANITARY SEWER MANHOLE CMP = CORRUGATE METAL PIPE SDMH [} 0 CPP = CORRUGATED PLAS77C PIPE STORM DRAIN MANHOLE PVC = POLYVINYL CHLORIDE PIPE a" LOCATED DECIDUOUS TREE DU = DES77NA77pN UNKNOWN SDE = STORM DRAINAGE EASEMENT LOCATED EVERGREEN TREE SDMH = STORM DRAIN MANHOLE CB = CATCH BASIN LP LIGHT POLE W = YARD INLET PP POWER POLE DI = DROP INLET SSE T SANITARY SEWER EASEMENT BFP ea BACK FLOW PREVENTOR SSMH = SANITARY SEWER MANHOLE CO = SEWER CLEAN OUT G y y GUY WIRE BC = BACK OF CURB CB CATCH BASIN D! ❑ DROP INLET Yl ❑ YARD INLET C� y ARL ES A V >v wv PUBLIC RIGHT OF WAY X I< ❑L' LIfyjF_TYPE L£r,END BOUNDARY LINE - - - 77E LINE RIGHT OF WAY ADJOINING LINE (NOT SURVEYED) x----X—x—x FENCE -- ---- -- --- STORM DRAIN PIPE DE OVERHEAD ELECTRIC s s SANITARY SEWER PIPE uE U- UNDERGROUND ELECTRIC GA.r rAr UNDERGROUND GAS r r UNDERGROUND TELECOMMUNICA77ONS v v UNDERGROUND WATER 'i 3 S N k Q) 4 as Lo W yy LIl i i rn 0) N i SEAL fir. 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