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Home My WebLink AboutSW6230602_Plansheet - Existing Conditions/Survey_20230705 IN �l 4Dsite solutions _ 165.85 : (BY 175 1 0, a y ROCKFISH ROAD ( ) _—__ — _ 76 � civil engineering I land surveying AREA BY COORDINATE COMPUTATION 156,959 SF (3.60 AC) m , SR 1406 Y 409 Chicago Drive,Suite 112,Fayetteville,INC 28306 177 \��Q C� O office 910-426-6777 fax 930-426-5777 license number C-2354 175 IN O Q 0 �9 E O wwwADsitesolutions.com SR1406 c INV 166 Qo RoAD _ RCP 172 45 '-A ��oo/r c Rocy%f S R�W (PUBl-IC) 2 4, G � v 6 C' INV so TBM / 173.71 4D NAIL #8 N 451,932.346 E 1,957,749.589 SITE F `��1►IIII11/�,,,. ELEV 174.70 CAR NC GRID(2011)D 83 ��```��ESS/0•. NAVD 88 �:�� •1 i i 180 ' AL i = �5OLIBER57 REL 7 •• O �J'C: Q` —� �iSUR .• l` �� PHILLIPI CHU 1 80 SR 7 422 CH RD NORTH f/111 I I/I�N�A4 Si 1406 _ — I o I b C-40.1•v T 185 V. ,�iS RpCKF1S R%�P�Buc) �— I `z C)co VICINITY MAP 2p 204 203 60 __ /7 lT -cOD,I 0 90 w REVISIONS �' I I 00 o NOT TO SCALE ° o _ EP �� I I I NI c� 009 �l P / 3EIP O \ n O i--1 3/4 I I ��co N /f• EIP I 00 NOTES: 1 1 I I I I � CIO a 1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES 200 1 I � UNLESS OTHERWISE NOTED. 2. COMBINED SCALE FACTOR: 0.99988283 I I I LOCALIZATION POINT N: 451,972.415 E: 1,960,589.521 CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY N/F co VIRTUAL REFERENCE SYSTEM. WILBERT JULIAN BAREFOOT 3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY 1 o I I I DB 329, PG 502 o WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC SURVEY VIRTUAL REFERENCE SYSTEM. ^1 1 1 I 2�i I N/F JAMES R. BAREFOOT I N . 4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM 1 I DB 224, PG 371 INFORMATION REFERENCED ON THE FACE OF THIS MAP. N 1 O N/F N/F 5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY AMY J. KULAC & HUSBAND, I CHARLES FAULKNER I I THIS SURVEY. I CAI OZCAN KULAC DB 1115, PG 330 6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH ^� � o DB 1123, PG 825 PB 4069, PG 3 AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON. ► PB 4069, PG 3 I .50 CALIBER I OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD CA N/F I o o) \ 00 I I I BARREL AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY PATRICK R. D'AMICO & WIFE, 03 o r N N O � THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY JANICE T. D'AMICO EXISTING - � 0 I I AXLE EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS DB 312, PG 874 r^ I BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS, u'1 °' rt► I Leo EASEMENTS, CEMETERIES, AND FLOOD AREAS. o-o X P o I I I 7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS ED m o I MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN. I J N I Q I DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE o SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR 1 O I I I CONTINGENCIES WHICH MIGHT ARISE BY REASON OF z I I I I ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN PROJECT NAME R=450.00' DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY. 91 I I o E L=152.7 m 8 ACCORDING OF THIS MAIP# 37711 09 4 500JS OF THE FLOOD INSURANCE CHORDDOOD B&B LOOP & N00°05'29"W l RATE, DATED OCTOBER 17, 2006. 1g6 I � 152.01' 9. THE CONTOURS SHOWN ARE FROM A PARTIAL GROUND SURVEY 'ERB I ROCKFISH PROPERTY, LLP AND TAKEN FROM THE NORTH C FLO D SPATIAL DATA I DOWNLOAD WEBSITE, VIA THE NC FLOODPLAIN MAPPING BLUEBERRY I DB 1279, PG 433 PROGRAM. THE CONTOURS WERE ACHIEVED VIA LIDAR MAPPING 1/2" ERB I SYSTEMS AND ARE PART OF THE PHASE 3, 2015 QL2—NC DATA (BENT) N SET. THESE CONTOURS ARE 1' CONTOURS AND ARE IN NC GRID LANE ROADWAY \� T � NAD 83/2011 AND NAVD 88 DATUMS. O N 1/2" a ERB Q N ccy I 2" 1QP�—t,� 3/4 I I El p EIP O m f _j LEGEND: _ _ IMPROVEMENTS --� �� E"Z ECM-EXISTING CONCRETE MONUMENT i 1 (BENT) , �\3�i I I J j EIP (0EIP—EXISTING IRON PIPE 192 RN/F I' 10^1 EPKOO EIR-EXISTING IRON ROD JEREMY HICKS & SPOUSE, I `�_�� /1 O EPK-EXISTING PK NAIL 1 TARYN HICKS N/F / ERBO ERB-EXISTING REBAR 1 J & K GENERAL C) SRB-SET REBAR 1 R=450.00' DB 1352, PG 660 / R=510.00' sR6 o I L=151.00' PB 4069, PG 3 Q 0 CHORD � CONTRACTORS, INC. L=440.65' � DB 1374, PG 252 CHORD o COMPUTED POINT 189 S19°41'14"E I I PB 4162, PG 6 N14°56'13"E N/F - NOW OR FORMERLY E�"R=510.00' 150.29' 427.07' R/W - RIGHT OF WAY L=1C60.R2D�;\ 'Ra � _ _ — — — — — — — — — PROPERTY LINE EXISTING ri-IS18*30'39"ECHORD \ 1/2" —OPL— — — OLD PROPERTY LINE o SQUARE METAL PLATE ERB N/F 160.15' \ WITH "X" ON TOP I ^ _ ADJACENT PROPERTY LINE CONDITIONS JOSEPH WALTER PARADIS & WIFE, �--� 1`' RIGHT-OF-WAY VANESSA JANET PARADIS Aso 1, 9 DB 1235, PG 762 1/2„ - SETBACK LINE o O R 3EIP ' �__\ / ERB I N/F ss SANITARY SEWER LINE a \\ o 4�� 1/2" CONTRACTORS, INC. ' wo WATER LLIINEINAGE 1 1/2" \ N/F ERB \ DB 1374, PG 252 EIP o \ J & K GENERAL / \ PB 4162, PG 6 �/ // OVERHEAD UTILITY CONTRACTORS, INC. / I \ / — — — —EDGE OF WATER p° DB 1374, PG 252 / / \ \ — — WETLANDS \ PB 4166, PG 8 / \ PERMANENT EASEMENT o / / / \ \ /' X FENCE LINE CLIENT ` ♦ 1/2° 'ERe / WOODEN FENCE / ERB(BENT) i--� I ,8/ a TOP OF BANK soL if 5 i / I v TREE LINE 0�� T/O J&K GENERAL I N F 220 MAJOR CONTOUR O 2 �90 p� ♦ N/F J & K GENERAL / N o ♦♦ ♦ J & K GENERAL / I CONTRACTORS, INC. / 217 MINOR CONTOUR CONTRACTOR INC CONTRACTORS, INC. / __ 0 1 1/4" x 196.70'SPOT ELEVATION 7 p I DB 1374, PG 252 a ♦ DB 1374, PG 252 I PB 4162, PG 6 ¢ ♦ PB 4166, PG 8 / � / BENCHMARK / 1EIP 79 ♦♦ \\7 % I / ^1� A• PP• UTILITY POLE I, SEAN R. SEEVER, CERTIFY THAT A PORTION OF THIS ♦ / T ^� o a RA3 C GUY WIRE ^ CLASS "C" TOPOGRAPHIC MAP WAS DRAWN FROM AN o ♦ \6�� I J & K GE N GENERAL �i� fly D4 WATER VALVE ♦ � � o ACTUAL SURVEY PERFORMED UNDER MY DIRECT ♦ 0 \ / N/F CONTRACTORS, INC. �4g FIRE HYDRANT SUPERVISION AND THAT IT MEETS OR EXCEEDS THE NORTH a ♦ I o 3 co ♦ J & K GENERAL DB 1374, PG 252 CAROLINA ADMINISTRATIVE CODE 21.56.1605 AND 177 e � S SANITARY SEWER MANHOLE 00 21.56.1606. WITNESS MY HAND AND SEAL THIS 20 DAY OF o ♦ \ 1/2" CONTRACTORS, INC. PB 4162, PG 6 0 1184 Fayetteville Road ERB DB 1374, PG 252 1�3 1" EIP ♦ R=470.40' GRAVEL z MAY, A.D., 2023. C I G� PB 4166, PG 8 / 1 WI �� L=366.47' E ASPHALT o Raeford, North Carolina 28376 o o � / Ss� a CHORD it Phone: (910) 638-6102 R=510.00' R=450.00' AR 3/4 N77°13'24"W E WATER L=400.01' ' 1ERB , A \ EIP 357.28' E WETLANDS z L/'I----------------------------------------- CHORD \ - CHORD a O F PROFESSIONAL LAND SURVEYOR - L-4571 S50°18'20"E ♦� 4 N80°13'42"E 2\� 389.84' o q 848.05' EO% o ` 1EIP PROJECT INFORMATION 1/2" O 174 R=510.00' �' \ I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN o - CHORD 5' e p � 175 _ � Q � � a -- -- a �� CHORD o �� N80°10'30"E a EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE O n ` Q Fg EXISTING EASEMENTS AND DOES NOT CREATE A NEW B& B LOOP 175 174 N57°55'10"E \ ��'R FRRy 14.82' TIE SURVEYED BY: CLIFF STREET OR CHANGE AN EXISTING STREET. o �° E 60• R/w EXTENSION O 200.14' n �^ �� 74�5(pUe`�l/VF -�° DRAWN BY: SEAN o p8 1445 (PUg�IC) o a K \ pG, /1 3/4„ 0 PG 844 I �CE 844 EIP CHECKED BY: JIMMY p /` 3/4" D \r N09°32'31"W } ----------------------------------------- a " 113 ERB a I - 1j3 30.00' PROJECT NUMBER: 1649 PROFESSIONAL LAND SURVEYOR — L-4571 N/F 3/4" I ERB 174 o RAEFORD DEVELOPMENT, LLC _ o _ 1" o TRACT 1 OF O I 0 173 %� � o P' D /� N/F R=530.40' ` 17p S10°28'03"E ERB W DB 1462, PG 681 R=510.00' O \ GLORY GUTIERREZ I L=413.77' tea. 30.05' TIEIII 170 DRAWING SCALE I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN d I 172 �� L=338.46' o DB 477, PG 797 CHORD a 7>7 _ 5/8" 6 UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE CHORD S77°12'40"E -_ __ D _ __ —- ERB UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN �� 170�_N87°51'26"E I 403.36' N/F 7T2 ° HORIZONTAL: 1"-50 BOOK _____, PAGE _____ OR OTHER REFERENCE �s 332.28'�� _ 170 DAVID T. MASON & WIFE, \ SOURCE _________); THAT THE BOUNDARIES I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS C� a z 1^- �IIIII111/ KELLY C. MASON o NOT SURVEYED ARE INDICATED AS DRAWN FROM SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY `�� CA // DB 1159, PG 844 z REFERENCE SOURCE INFORMATION IN OTHER 12� BOOK PAGE PAGE _____, OR THE PERFORMED UNDER MY STOEC-2110N.FGCC IS GPS SURVEY WASSPECFICATIIONS RTK GPS WITH �N . .. RO��;i goo Flo DATE SURVEYED ...... Cn RATIO OF PRECISION OR POSITIONAL ACCURACY IS VRS FIELD PROCEDURES WERE USED. THE COORDINATES �pFESS • ii 0 1:10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT GRAPHIC SCALE OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS AL _ • \ I OCTOBER 26, 2020 NORTH CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND SURVEY WAS PERFORMED ON NOVEMBER 5, 2020 USING 457 _ ARI to ippYR PLO 167 s so 0 25 so 100 zoo o AND SEAL THIS 20 DAY OF MAY, 2023. TWO TRIMBLE 5700 RECEIVERS. '' :•O v�•• �` ' ,�°�• # � � •• ��fpp>R F . ■� ��'� ••SUR•. � ••� .l' .l' .l' .l' .l' `'/� .l' .l' .l' � .l'♦ I N�` RAEFORD DEVELOPMENT LLC F IN FEET SHEET NUMBER PROFESSIONAL LAND SURVEYOR - L-4571 PROFESSIONAL LAND SURVEYOR - L-4571 '///�/111111►��` `1 `1 `1 `1 TRACT 2 OF I 1 inch = 50 )ft. 23 DB 1462, PG 681 06 m bs•2b• 00 .l' .l' .l' .l' .l' .l' .l' .l' .l' .l' .l' .l' .l' .l' .l' .l' • I Ch Im l l l l l l l l l l l l l l l l l 1i0 o Y