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HomeMy WebLinkAboutNCC216511_Site Plan or Location Map_20211118VICINITY MAP NOT TO SCALE CRAVEN THOMAS ROAD SITE 2 co CROgg\NG O ROAD PRO5YU 157 �O (a -7Q O ff i GRATE=803.69 X 803'',,.;.��*_'.`.`-,-�. INV NV. IN O =799.56 7 71 I . IN B =99. 15" RCP INV. OUT=799.4 "„ ,-, ^�:,"„•�?-M„•�?. -<-< .. 803.83 °\ 804.39•x (B) , 7-5,-� \A a 804.54 805.00 _ - 805.14 Curve Table CURVE # RADIUS LENGTH DELTA CHORD BEARING CHORD C1 1255.00' 98.08' 4°28-39" S14°12'17"W 98.08' -RM- _ W- -R NOT TO SCALE QRAPHIC SCALE 20 0 10 20 40 8o GRATE=805.7 INV. IN=802.29 INV. OUT=802. 806. �- UE UE FOUND \ \ CONCRETE 8 0 MONUMENT w � nm -RM 809.94 810.1 810.50 810.. . . 809.96 FOUND 810.40.,. CONCRETE MONUMENT 810.29 FOUND CONCRETES 810.64� MONUMENT FOUND CONCRETE MONUMENT FOUND CONCRETE MONUMENT FOUND (NOT HELD) CONCRETE MONUMENT N29° 36' 07"E 9.91-1 (NOT HELD) N84° 51' 45"E 4.02' FOUND FOUND #4 REBAR #4 REBAR n- co v FOUND FOUND CONCRETE #4 REBAR MONUMENT (NOT HELD) N81 ° 37' 04"E 3.70' END OF - WATERLINE MARKINGS 1 ATER V L� \ 811.13CO 37 O s 81 1.27 27 I 12 8 .4 1,0,10 �10.5 SEE E IL 812.75 i N N ..... ...... ...... ..... ,... .• 812.11 ...-. 810.48 )! 810.61 1 I 1 I I 1812.78 12.74 I 812.," I I A END OF T'h MARKINGS 10 X 812.71 1 0.50 81 ( IN FEET) 1 INCH = 20 FT. REFERENCES 1. MAP TITLED "STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS - MECKLENBURG COUNTY- 1-485 (CHARLOTTE OUTER LOOP) FROM EAST OF 1-77 TO WEST 1-85)" PREPARED BY WILBUR SMITH ASSOCIATES LAST REVISED DECEMBER 14, 2011 BEARING STATE PROJECT REFERENCE NO.R-2248E - SHEETS 12 AND 13. NOT OF PUBLIC RECORD. 2. MAP TITLED "A RECORD MAP FOR PROSPERITY MARKET PHASE 1, MAP 1" PREPARED BY CAROLINA SURVEYORS, INC. DATED JUNE 04, 2001 AND RECORDED IN MAP BOOK 35, PAGE 497 OF THE MECKLENBURG COUNTY PUBLIC REGISTRY. METES AND BOUNDS LEGAL DESCRIPTION PER TITLE COMMITMENT BEGINNING AT AN IRON STAKE AND STONES, CORNER OF W.W. GRAY AND WILLIAM GARRISON (NOW OR FORMERLY), AND RUNS THENCE N. 89-11 N. 364 FEET TO A STAKE IN SAND CLAY ROAD #125, NOW KNOWN AS PROSPERITY CHURCH ROAD; AND RUNS THENCE WITH SAID ROAD AS FOLLOWS: FIRST, S 31-16 W 612.8 FEET, AND SECOND, S. 14-56 W. 213 FEET; THENCE S 85' E. 1128 FEET TO AN IRON STAKE ON THE FIRST LINE OF THE DEED TO R. E. TATUM AND WIFE, RECORDED IN BOOK 1063 AT PAGE 151 IN THE MECKLENHURG REGISTRY; AND THENCE WITH SAID LINE N. 26-44W. 887 FEET TO THE BEGINNING, CONTAINING 14 ACRES, MORE OR LESS, INCLUDING THE TRIANGLE AT THE INTERSECTION OF HIGHWAYS #125 AND #127. LESS THAN CERTAIN 5.466 TRACT OF PROPERTY DEEDED TO THEODORE WILLIAM TAYLOR, JR., AND LILLIAN A. TAYLOR, BY DEED RECORDED IN BOOK 3156, PAGE 255, OF THE MECKLENBURG COUNTY REGISTRY, AND LESS ALSO THAT .848 ACRE TRACT DEEDED TO OSCAR D. PRYOR AND WIFE, MARTHA TAO DOBBS PRYOR, RECORDED IN BOOK 2455, PAGE 378, OF SAID REGISTRY, LEAVING THE APPROXIMATELY 7.686 ACRE TRACT THAT IS GRANTED HEREIN. I-485 VARIABLE WIDTH CONTROLLED ACCESS SCHEDULE B-II EXCEPTIONS PER THAT FIRST AMER C INSURANCE I AN TITLE IN URAN E COMPANY, COMMITMENT NUMBER 16 0626, WITH EFFECTIVE DATE OF FEBRUARY 14, 2016 AT 8:00 AM. NUMBERS BELOW CORRESPOND TO SCHEDULE B, SECTION II, ITEM NUMBERS. ITEM NUMBERS 1, 29 & 59 ARE NOT ADDRESSABLE BY THIS SURVEY 3. NOTICE OF ADOPTION OF ROADWAY CORRIDOR OFFICIAL MAP RECORDED IN BOOK 7772, PAGE(S) 505, RE -RECORDED IN BOOK 7845, PAGE 67, AND SHOWN ON MAP RECORDED IN ROADWAY CORRIDOR BOOK 2, PAGE 585, MECKLENBURG COUNTY REGISTRY. REFERS TO THE CONSTRUCTION OF 1-485 AND IS SHOWN HEREON. 4. DEEDS FOR HIGHWAY RIGHT OF WAY RECORDED IN BOOK 22531, PAGE(S) 309 AND BOOK 26896, PAGE 148, MECKLENBURG COUNTY REGISTRY. FEE SIMPLE TAKING IN BOOK 22531, PAGE 309 IS NOT SITUATED ON OR TOUCHING THE SUBJECT PARCEL. FEE SIMPLE TAKING IN BOOK 26896, PAGE 148 IS SHOWN HEREON. EASEMENT 1 IN BOOK 26896, PAGE 148 IS SITUATED ON SUBJECT PARCEL, AND IS SHOWN HEREON. EASEMENT 2 IN BOOK 26896, PAGE 148 IS SITUATED ON SUBJECT PARCELAND IS SHOWN HEREON. 6. SUCH STATE OF FACTS AS WOULD BE DISCLOSED BY A SURVEY AND INSPECTION OF THE LAND. SHOWN HEREON. a U RIM=801.492 INV. IN (A)=795.13 INV. IN (B)=795.37 INV. OUT=795.02 f C (A) 18" RCP GENERAL NOTES 1. ALL DISTANCES ARE HORIZONTAL MEASUREMENTS UNLESS OTHERWISE NOTED. 2. ALL AREAS ARE CALCULATED BY THE COORDINATE COMPUTATION METHOD. 3. THIS PLAT IS NOT FOR RECORDATION AS PER G.S. 47-30 AS AMENDED. 4. ALL CORNERS MONUMENTED AS SHOWN. 5. SUBJECT PROPERTY IS LOCATED WITHIN FLOODZONE(X) AS DEFINED BY FEMA-FIRM COMMUNITY PANEL NO. 3710456900J BEARING AN EFFECTIVE DATE OF MARCH 2, 2009. 6. BASIS OF HORIZONTAL DATUM IS NAD83 CORS (VRS DERIVED) BASIS OF VERTICAL DATUM IS NAVD88 (VRS DERIVED) 7. NO ZONING REPORT WAS PROVIDED AT THE TIME OF THE SURVEY. 8. THE DISTANCE TO THE NEAREST INTERSECTION IS APPROXIMATELY 35' FROM THE SOUTHWEST PROPERTY CORNER TO THE CENTER OF THE INTERSECTION OF PROSPERITY CROSSING DR. AND DOCIA CROSSING RD. 13' `•" '": ' '':'" '••"� M ��' ' ?' "? .? .'� �� .��'.�� �' �_ ?' ' M ''*=` =y' "" :y?: '.'�' :y; ..:� '?=' ' 804.24 E � '" T :',��,.'., `� � 01.53 - 801 8 GRATE-804 16 803.10 17 8 �102 801.70 804.31 INV. OUT=800.06 I 802.44 - 01 70 803.38 GRATE-801.61 14 1 806 2.1 80 .53 801 88 80 5 - INV. IN A=797.62 --� -o INV. IN B=797.52 ° 804.63 80482 804.85 804.53 803.90 803.75 803.23 802.64 802.39 802.21 801.99 INV.OUT)797.46 801.78 801.85 802 802.22 802.25 ° I- 804.79 ° ° ° a a a a a a a a a° a 804.32 804.76 ° ° ° o ° ° a qq ° Qa a 04.86 a 803.�9 °803.78 ° 803.24 a a s a a Q a a\ ° - - - - 802 o 802.37 an2.50_ o.6§- 804.95 804.70 2 5- _$Q2.49 802 4 802.04 801.85 801.97 802.26 - - - - - r„ - - - 05.0 1 � - 4.9 0 5 - 03 - - 0 3. 8 8 - 9 7 - 0� - 5. UT UT 0 r 5 _ 804 0 u T \ UT U T a UT - U --D- UT - - UT U - � � UT T UT T - UT U �1 UZ- -- --- T --- UT - _ UT � T _ U U - T UT T - T - 1 ur - - 805 - - - - - 805 _ 805 � - - - �1T - - -ur - - - - TJfi ur 804.83 a -- 65 f`u - -7i>- �r T _ - UT ---UT -UT T 805.19 \ U = 1 - 3 - 5 - 8 � 0 w 805. 41 J 8 - 805.71 - - - - 5000 - - - -so - X 8 5. - - - - - - - - - - - - - - --o - - - - - - - - - So8 - VRS TRAY H&T 0 7 - ~ - - - - - - - - - - - - - - 00 - N: 593676.2799 - 0 - 8 GRATE-805.07 - - -80 - - 9 - - - - NV T= 2 77' INV. OU 80 1 \ E: 1467866.6293 � WATERLINE /0 5. 6 7 J I 8 -F D- / 72 05. so \ 805. 8 WATERLINE FLAG / EL: 808.66 / \ D KE I CONCRETE FLAG � i� _ n 7 / �v NET BOX / SU6-1 � � 3g �:a'�� � MONUMENT G / X 24 s 07. z v 6. X o 8 �/ 7. 7 o $ s 7. r 0 U u 8 r UT UT UX� U UT U T T U T U U / UT T U T T UT U T T U T UT U U UT l N86° 34' 4 "W 42 ur u T 6 5.95' uT l -RM/- U UE UE UE UE UE UE UE UE ple UE UE UE UE UE U UE E SUE UE UE - �,_y: �1 UE UE UE UE�IE UE UE UE UE UE UE UE UE UE U UE UE UE E UE UE UE �U r� 807.6 UT U uru / U / UT --86�G- .1 T a 08 UT UT %� UT X 8 08 7 T U � / X T UT- / J � UT X 80 7.5 FOUND ur-/ UT J U' MARK T BENCH #5 REBAR 6 PERMANENT UTILITY EASEMENT 8 0 8. N 2°1'1"W1 7 S 8 6 9 8.85' X 5° s o 7 8 1 2 6 X / 0 2 7 RAILROAD SPIKE 0 7 / 7 0 8 q 3 � X 6 W (REFERENCE 1 EXCEPTION N 4 �2 C # C O # ELEV.: 809.59' 10 4' G RI D I r\ S J G T F- - . - .. - .. - . 0 .9 7 - 9 E F - - � 8 � 3 0 7 FOUND 3 7 9" HA BOLE J / F BE PT \ 80 I OPTIC N RETE o T ' . CO C b ARDWOOD MAR ER \ 1 1 MONUMENT \ J \ / l / 0 7. s � X s X 80 9 .3 I - _ NCGS STATION "FIRE" J l - - X 808 .7 O N:590461.0828 -8 0 8" D I 8 0 7 .9 E: 1480149.6512 8 0 � X z - 8 08 .1 aos � 0 J � X � \ X 4 / 1 1 1 8. \ s 0 EL: 746.2748 9 Stf 7 .9 0 7 $ 80 X R X c� \ 1 i X 8 0 8. " HA BOLE 8" D 9" D 9 O _ I L.20 8� X 80 8.1 8. 1 1 �, I - o s" HA BOLE "HA B LE 8 0 3 8 O X / 0 9 8 \ � 8.3 1 D X 8 80 X - 1 I } / i / 4 80 8.7 8. 7 08. X S X i t J $ 2 a 09 2 8.3 ao X O X SO X - 1 D e 5 o / X 8 0 2 _ X E 9. 6 - s' SO 3 7 9 a. s. s. 0 0 � o $ 8 a 8" D X X X X 80 8. 4 1 OLE 1 „ 8 0 9. 808. X � 1 80 8. 6 X ti 7 X o 8 _ X 8 - 81 0.0 0 a 08 8 / X 5 - a - 8 0 _ X / X - � } U / i X 808.5 X 808.4 \ 80 S.6 / X - - VACANT WOODED LOT - \ 8 0 9. 1 9 i 8 10. 5 09 s" D 8 0 S X 8 'S 09. 0 3 X X X \ / a09.1 809.5 � / X X - / - / 9" HA Lam- � LEGEND \ s 0 a s 1 9"- D / 10.2 a X - s X s 0 s. / X \ - 91 X 80 / HARDWOOD" / / 1 809.1 / .1 808.8 s° D / X X \ / X \ 809.9 9" D - M��.X 808.9 \ \ I - � SEE DETAIL \ -D B09 X 809.1 / 0"H OLE 9 D / 0. J / / 810.2 43 809.0 \ 810.5 X 0s X / / X \ 809.2 X 0 E 8" D t FOUND 809.7 8 FOUND #4 REBAR #4 REBAR X 8p9'3 8" Dl2 MARTHA TAO PRYOR, GUY NATHAN X s10 _� / X 8 10.3 8 1 0 2 X so9 X - - - DOBBS JR. AND SYBLE KAY BUCHANAN - - a1o.7 " HA B L/E X 9 6 - • S19° 58' 48"W 7.89'X 80 / � / I" DEED BOOK 7970 PAGE 698 .4 1 TAX PARCEL 2 - 21- } C 0 9 3 08 / / J / FOUND / / X ao9.2 #4 REBAR 2.540 ACRES / / X $11.1 MO ue X 809.4 /� (110,660.27 SQ. FT.) - / / X 811. - -�14 D <v X 809.5 - j i / X 8# z 11.4 / N�0° 29' 46"W 15.08' so9.s - 1 / M X 10.2 X 810.4 X 811.3 1 O s1o{za X e / I 809.7 / / \ N 9" D PERMANENT UTILITY EASEMENT s ° - - - - - - - 1.0 / y„ D 811.5 \ 809.8 J � - �81 X � X �. �- - 810 X 810.3 - _ \ REFERENCE #1, EXCEPTION #4 - _ - / NE ( ) - - 811.2 X 812.0 \ /1 D / X / s D 809.2 812.5 - 810.7 X J 8„ \ / / X X •* / X 810.5 _�_# #1/ X 812.8 I / I a1o.z / X 811.4 / / - \ X 8121 I THE TAYLOR FAMILY TRUST 810.5 X / / \ X 811.4 \ DEED BOOK 17586 PAGE 607 813.2 I X 810.3 / / X 812.5 X \ I / TAX PARCEL 2 - 21-17 X 1/ C 0 9 3 X810.9 ,a1 X811.9, \ / X804.4 X 810.4 / / 812.2 / I X811.3 X I I XB10.2 I I I J CDj X /HA BOLE X$11.3 810.71D ��1.0 / X 813.381 5 / -/ X811.2 / / _ \ / X813.4 1-1 X812.$ / / A X 812,,9- 40 1 w / \ X810.5 / X811.6 / 812.E / / \ XB13.3 / X X811.5 / X� a11.0 812.8 / X81 / $12/ X812.2 X / / X813.1 I / X810.7 / X 811.3 X 811.5 / / i X B12.6 / X X 813.4 J 813.4 ' s ID / X 813.2 I I X 808.7 8" D I / D 8' D / I81 .36 / 1 - - X 812.3 / I I JI %2/ / X813.2 / X812.3 _ 811 / $" D / X813.2 X810.7 L. X �� X811.7 / / / X 811.1 X 812.4 O 7 X 811.$ X $13.6 X 811.7 / / / / J/ 1 X 813.6 X 812.8 ` / C X 812.1 - / - / I ) X 809.1 8„ p L X813.2 \ X 611.9 X 812.1 X 813.8 �) - _ X 812.1 X X 812.6 X 812.9 / X 12.0 X811.4 I X 813.8 / X812.E / X8134 �/ \ - k I `\_ � / / X 812.0 - X 812.4 / X 811.2 I I I \ / I I X 813.7\ _ 814 \ I ' � I ( P/ X 812.4 I � � X812.1 812.1 / M l.r Xa11.6 I X X8124 I - / _ X813.3 N30\23' 03"W 3.31' � 1 - I 7 X 809.3 FOUND' /T'I'�t1�i� -xp'9 X 8124 / _ .) _ ' / #4 REBAR f I / � X 811.9 / / FOUND X 810.3 X g09.9 `Yz=: 1 .z5 _ - = S85_37' 17"E 374.33' .- -. _ 011.52 811.54 - #4 REBAR - 4" X 4" W RETAINING WALL 812.19 \ 812.1 INC FOU ND 45 REBAR 812.21 FOUND #5 REBAR 1.80 NOT TO SCAL 812.4 .. I 12.47 (A) .. N . 12'� RIM=810.137 ° 2� N1l 60, 52- INV. IN A=802.24' s ( ) INV. IN (B)=802.24' z;=�'=~z 1 Ss INV. OUT=801.99' z- S N Y,. 8 2.38 RIM=806.236 \(B) 810.61 1 2 8 0. 3 -8 10 809.78 809.6 R8 - AN - - - -R/W- - - - -RNV- - 810.21 810.52 810.13 PROSPERITY SHOPPING PLAZA, LLC DEED BOOK 21669, PAGE 417 TAX PARCEL 029-321-34 808.72' 13 808.31 -R/W- - -RNV - - --RA"/-- -809.41 SURVEYORS ALTA CERTIFICATION TO MARTHA TAO PRYOR, GUY NATHAN DOBBS, JR., AND SYBLE KAY BUCHANAN, AYER DESIGN GROUP, LLC, MOREHEAD TITLE COMPANY, FIRST AMERICAN TITLE COMPANY. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTAAND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6(a), 6(b), 7(a), 8, 9, 11, 13, 14, 16, 17, 19, OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON MAY 3, 2016 NC STANDARD SURVEYORS CERTIFICATION I CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK 7970, PAGE 698 OF THE MECKLENBURG COUNTY REGISTRY); THAT THE RATIO OF PRECISION IS GREATER THAN 1:10,000; AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600). THIS 11 th DAY OF May 2016 ,- 05/11/2016 RAP/ STORM DRAIN CURB PROPERTY LINE SURVEYED - PROPERTY LINE NOT SURVEYED - --R/W RIGHT-OF-WAY LINE EASEMENT LINE - - SETBACK LINE E OVERHEAD POWER LINE UE UNDERGROUND ELECTRIC T OVERHEAD TELEPHONE UT UNDERGROUND TELEPHONE G UNDERGROUND NATURAL GAS W WATER LINE SS SANITARY SEWER LINE X FENCE LINE SYMBOLS USED © STORM MANHOLE DROP INLET 8 CATCH BASIN FLARED END SECTION �. FOUND PROPERTY CORNER SET 5/8" REBAR OR PK NAIL O CALCULATED POINT /G FOUND R/W MONUMENT ❑E ELECTRIC METER LIGHT POLE �f POWER POLE GUY ANCHOR ® ELECTRIC TRANSFORMER NATURAL GAS VALVE © NATURAL GAS METER SEWER CLEANOUT O SANITARY SEWER MANHOLE ❑T TELEPHONE PEDESTAL © CABLE PEDESTAL WATER VALVE 0 WATER METER VL WATER VAULT FIRE HYDRANT © WATER MANHOLE BORE HOLE ® PARKING COUNT T TELEPHONE MANHOLE E ELECTRIC MANHOLE SIGN HANDICAPPED PARKING FDC FIRE DEPT. CONNECTION MB MAP BOOK PG PAGE DB DEED BOOK ASPHALT >1 CV R WZ �00 CD �~ �N �0�� �� M V�w z 0 Lu �z 9 Loc)z� 8Luoz w �,�-. az 0 �04 �=O ZO O �,� HV � �0 1%0 W 'Ilk �V N COPYRIGHT OHE SURVEY COMPANY, INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF THE SURVEY COMPANY, INC. IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES. W co H� ® 0 V 1 `° 2 W O H rr 0 V V 1 ll L \ � w PROPERTY OWNER: MARTHA TAO PRYOR, GUY NATHAN DOBBS, JR., AND SYBLE KAY BUCHANAN 7300 WOODCOCK TRAIL STANLEY, NC 28164 PROJECT NUMBER: ADG 02 SURVEYED BY: DRAWN BY: CCG CHECKED BY: CSL ISSUE DATE: 05/11/16 CAD FILE: ADG02.dwg