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Home My WebLink AboutSW6240606_Plansheet - Existing Conditions/Survey_20240830 ° ,00 yF 4Dsite 00, / / solutions SITE100 YF***0*44%000%000 $ civil engineering I land surveying io-�1pp 409 Chicago Drive,Suite 112,Fayetteville,INC 28306 rF office 910-426-6777 fax 1910-426-5777 license number I C-2354 �GN ROPE 00, / / SURVEY CONTROL POINT LIST wwwADsitesolutions.com N�pRR�NC POINT # NORTHING EASTING ELEVATION DESCRIPTION �G oL ,° U 00, / 1 436,872.686 2,041,555.800 89.51 4D PK NAIL N/F / 2 437,072.124 2,042,230.813 88.37 4D PK NAIL �111111111// TOM STARLING RD —100 YF BROADDBWELOLS BROTHERS, LLC / / `'`(`N CARp��////I 3 436,354.010 2,041,812.685 88.74 4D DISK �� Q- •••" ••• / �j roo yF too / �T E `��.•'FES$ •.• i O S SO<G /0/FW —FW —FW —FW FW` FW ° rw AL o FW / 57 _ z / < / f 11 FWD — . . . . . . i �:••� S UR lC,�� °p ,o o° FW /fW _ FW`Fw _ . . \ � R..s��```�� NORTH �, 111111 112.67' �� VICINITY MAP / / F�� Fw z° �/ �` ��\� / g �,�/ 0��' REVISIONS NOT TO SCALE / / N F �� % 2 I-W �f* / SPECIAL FORCES ASSOCIATION, INC. Fµ FK _ FW _ FW O �� / D PB 2570,8PPG G 255 �7/1 FW F" FW / J�) N8236,43„ LEGEND: FA' / N0� %f CREEK ENLO ENL-EXISTING NAIL / �� ROCKFISH ERGO ERB-EXISTING REBAR � / ZONE AE / __ / og o o COMPUTED POINTPIZ 10001, N/F - NOW OR FORMERLY = \, �� _ I °�-I'� ✓ °�� R/W - RIGHT OF WAY F'+' r ___ -✓;=,_;�=��-��-°,,,,__-�1��-�„�,_�__ �_ e PROPERTY LINE Fw -/ - --- PROPERTY LINE NOT SURVEYED FW FW FW FW ADJACENT PROPERTY LINE r ro To - RIGHT-OF-WAY l� � � �11( • 4- CREEK PERMANENT EASEMENT —roe—roe— TOP OF BANK ♦♦ 72 WETLANDS � N8 500 YEAR FLOOD ZONE a 8304,E 14 // � = °� ZONE AE o 00 �� v 100 YEAR FLOOD ZONE ` 1 ////)) 1•S6' _f�� F 80 �� ZONE AE YF FLOODWAY — TREE LINE 75 PROJECT NAME 80 MAJOR CONTOUR 81 MINOR CONTOUR = __ ___ t \- --J = �++ 'o 84 r00 0 VILLAGE AT x 82.28' SPOT ELEVATION BENCHMARK ❑T TELEPHONE PEDESTAL ZONE AE ROCKFISH Oo yF D4 WATER VALVE ° °°-6 70 to° 1pp 69.83 00� FIRE HYDRANT _ f � ❑o WATER METER t° ® CATCH BASIN 7 o \ \ x82 28 — x83.83 N/F o PHASE V SIDS MILL PROPERTIES, LLC o ,00 YF C? SANITARY SEWER MANHOLE a \ _ TRACT ONE OF 80 WETLANDS DB 10831, PG 604 b 83 °°` 'S 7D LOTASPHALT (VARIABLE ) 0 GRAVEL , + + + \ I 83 D � + + �� \ 82 + + + + + + + +� + x 83.21 — I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN + + + + + + + + EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE + + + + + + + + • ` 83 EXISTING EASEMENTS AND DOES NOT CREATE A NEW EXISTING STREET OR CHANGE AN EXISTING STREET. + + + + + + a + + + + + y'� ) x81.78 + + + + + + + + + + �' 84 L.-4, + + + + � + + + � � � � � � �� \ - l010 CONDITIONS . + + + + + + + + + + + + + 0 81 PROFESSI NAL LAND SURVEYOR - L-4571 + + + + W a W + + + J W W W W W W Z + + + + + + + + + + + + + + + + x 81.40 + + + + + + + + + + + + 84 I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN + + + + + + + + + + + + + + +a + + + + + + UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE + + + + Sl + + UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK _____, PAGE _____ OR OTHER REFERENCE ♦' R=5( 00' SOURCE --- ---------); THAT THE BOUNDARIES n a 0 NOT SURVEYED ARE INDICATED AS DRAWN FROM �/ r 83 r L CHORD CLIENT INFORMATION IN BOOK _ _, PAGE _ _ OR OTHER + + + + + + + + + + + + V W W W W _ + + + + + + + + + + Q + + + + + + +♦ . .-�� S32°47'22"W REFERENCE SOURCE __ THAT THE I O + + + + + + + + + + + V v v v va v v v� w w v v v v 19.83' RATIO OF PRECISION OR POSITIONAL ACCURACY IS . • ` 1:10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS + + + + + + W + + + + + + + + + • + + + �� i• 5/8 ERB 81 SIDS MILL OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN + + + + + + + + + +W W W W W W W W W I ♦ W W W W W W `� • W* W W W W W W �' W W 1 ERB 'J�s S� NORTH CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND + + + �+ + + L� v v �� ( v v v v v v v v rfi 3/8"k v v v v AND SEAL THIS 6 DAY OF M4,Y, 2024. + + + + + + + + + o /� + �+ + + + + + + + + + �+� + + ERB , S7g 52'36„ + + + + + + ♦ c�- �' �/ Q + + + + + + + + + + + + + + + + + + + + + + + + + + + + Q + + + + + W 1-`2.44'+ �, moo.. 0 PROPERTIES, LLC ------------ ----- + + + + + + + + + + + + + 1 ERB ♦ c� ERB� m + + + + + 0) + + + + + + + + + + + + + + + \� o PROFESSI NAL LAND SURVEYOR - L-4571 S I ERB�+ + 69'35'47'W 129.95' + + ENL S8g° `3 11' + w + + + + + + p N]W + + + + + + + + + + + + + + + + + + + + + F /V86o3 u 2856 �. V 3/8 Qlgg30 + +� + + + + + + + + + � 83 + + + + 388.63'' •v + + + + + �.v/�.v v ERB •v .v .v .v v .v .v .v .v .v .v .v .v + + S62°35'44W+ + + + + + + + + + + ENL + S69°50'28"W 125.13' + + + + + + + + + + + + + + S8j24, + + + + + + + I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C" N 437,348.896 / 33 A / + + + + + + + + + + + + + + + + + + + + + + + + + + + + E 2,042,260.671 + + N/F + + + + + + + + + + + k' j> + + + 4, + + } 8000 Corporate Center Drive TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY a NC GRID NAD 83 SSg Os 97 + + + + + + + + + + + + + + + + + + + + v + + + v° + + + VILLAGE AT ROCKFISH + + + + + + + + + + T v + va + / 83 Charlotte North Carolina 28226 PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT � 2011 OT 1 2 , HOMEOWNERS ASSOCIATION, INC. q� • x / " MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE + + + + + + + + + + + + + + + + + + + + + + Y. . . + + + + + W \ + + + + + + + + + + + + + +3/a", + + + + + • ERB S81°07' — v TRACT 3 OF ERB > }SSMH #10463 22"W Phone: (704) 877-1178 CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND �. •vf, + + + + _ _ + 02j' + + + + SEAL THIS 6 DAY OF AY A.D., 2024. RIM 81.50 �� r • DB 10212, PG 331 o D M--� . — PB 139, PG 145 0 ENL 3/a° INV 60.12 .23 - �, • v' v' 'l' ERB ERB + + + + + + + + �l`�C INV 60.14 ■ ♦ _ 12' •� 0 12 -N 437,558 436 0 l + �d N D g€ • — I 1 + + + + D+ + + + 10��/E 2,042,810.278� ------------ ----- _----------- N/F ✓ f /� ERB, 81, NC GRID NAD 83 PROFESSI NAL LAND SURVEYOR - L-4571 + VILLAGE AT ROCKFISH 87 ( / Q + + + + + + + �✓ + + + 23 + �g� (2011) a PROJECT INFORMATION I HOMEOWNERS ASSOCIATION, INC. 1 a NOTES. + + + + + + `'+ Q v D TRACT 3 OF CI 10054 \ 1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES + ERB' DB 10212, PG 331 # SSMH #10058 ' a UNLESS OTHERWISE NOTED. — \ TC 86.52 O SURVEYED BY: AL PB 139, PG 145 RIM 86.32 2. COMBINED SCALE FACTOR: 0.99988635 INV IN 82.95 a i I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS SHELF 75.86 LOCALIZATION POINT N: 436,872.686 E: 2,041,555.800 \ SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY INV OUT 83.07 O INV IN 75.37 CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY DRAWN BY: TYLER UNDER MY SUPERVISION. THIS GPS SURVEY WAS INV CI 10020 VIRTUAL REFERENCE SYSTEM. — PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH 20' DRAINAGE EASEMENT 5" RCP # 3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY -�� D CHECKED BY: JIMMY 82.62 3/a" TC 86.51 — — . . — VRS FIELD PROCEDURES WERE USED. THE COORDINATES ERB PB 139, PG 145 T INV 83.18 WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT -- T SURVEY VIRTUAL REFERENCE SYSTEM. -�� D 0 PROJECT NUMBER: 2050 N USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS 4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM \/ SURVEY WAS PERFORMED ON JULY 11, 2023 USING TWO z I I INFORMATION REFERENCED ON THE FACE OF THIS MAP. N TRIMBLE 5700 RECEIVERS. w 5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY \ w I I I THIS SURVEY. AREA: (BY COORDINATE COMPUTATION) i DRAWING SCALE x _ cn N �__� �__� �__� �__� 6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH W �- < 2,299,102 SF (52.78 AC) f w 173 175 \ 178 180 AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON. U ______ 171 a \___i �,_�i I I / �,_�i �,_�i I OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD HORIZONTAL: 1" = 50' PROFESSI NAL LAND SURVEYOR - L-4571 <ai _ N/F N/F I N/F N/F AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY PIN: 0443-37-0551 Z r7 _ _ 3 _ THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY z RODERICK M. WILLIAMS �� BRIAN C DUTTON & SPOUSE, LU BARRY LAMONT CLARK & WIFE �' MICHELLE SHOPE HALLERAN, i �� o EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS w ��```IIICA '//// o dOf MI o \1�?/ NEKESHA R. WILLIAMS174 MELANIE 0408, PGDONOALD v KYDDBRA 29NUEL PG 707RK 179 KEVINB AN8D50WPGA509RAN BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS, ZONING: R15 (CUD) ��N• Rp� ///j o I N/F DB 10384, PG 170 N/F PB 139, PG 145 I m PB 139, PG 145 N/F PB 139, PG 145 EASEMENTS, CEMETERIES, AND FLOOD AREAS. DATE SURVEYED K / / 7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS N `��Q.�FES$/�••� �� t� N IMBERLY A PINCHBECK PB 139, PG 145 CURTIS RICHARDSON I J I ANTHONY THOMPSON 30' FRONT MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN. 10' SIDE 1 STORY) GRAPHIC SCALE c� N TRUSTEE OF & WIFE, Q - & SPOUSE, ( _ DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE HENRY LEE MCCOLLUM LISA RICHARDSON V Lo TIANA THOMPSON 15' SIDE (2 STORY) JULY 11, 2023 o • � AL < • I I � I I SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR so 0 25 so 100 zoo " 57 DB 11811, PG 492 DB 10441, PG 321 DB 10546, PG 843 CONTINGENCIES WHICH MIGHT ARISE BY REASON OF 35' REAR > '< PB 139, PG 145 PB 139, PG 145 TBMPB 139, PG 145 ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN > '• O �� 4D PK NAIL #2 `� DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY. SOURCE OF TITLE �i •. SUR•. 1 � - SSMH #851� N 437,072.124 -- -- -- -- -- -- 8. A PORTION OF THIS PROPERTY LIES WITHIN FLOOD ZONE "AE" DB 10831, PG 604 IN FEET SHEET NUMBER a // N E 2,042,230.813 ACCORDING TO MAP# 3720044300J OF THE FLOOD INSURANCE CUMBERLAND COUNTY > /// R S �� RIM 87.35 NCEGR D NAD 83 RATE, DATED JANUARY 5, 2007. REGISTER OF DEEDS I inch = 50 ft. /lll l I111X g€ INV IN 75.33 HARRINGTON ROAD (SR 4536) -S8 CI #8515 50' PUBLIC R/W NAVD188 VS'b�'14 2a TC 87.26 INV IN 83.65 C - 1 -- -- 0 "IV OUT 63.44- -- -- -- -- -- -- -- -- -- -- -- -- --- • a