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HomeMy WebLinkAboutSW6220902_Plansheet - Existing Conditions_Survey_2022110211J � /` W W W W W W'^ W ♦♦�� ��° W W W ^CQ•" 1 Q� SgOp 100YR FLO 100yR FLD �FeRF p 001R FLo _ _ I0p 185 z 4,11V AREA: (BY COORDINATE COMPUTATION) _ - - - - - �- — PLO SITE Y 3,002,262 SF (68.92 AC) 1 Q I\I\\Il\\II`\\I\\I\\\I\\\l\1\\\\ /_ ,� flD— 1 so G W W W J -17V D W W W W 1 �O W W W W W W W W W W W W W PIN NO: 494550001671, 0 494550001058, N/F 0 494550001062, I W W W W W W W W W W W W W W W W M 494550001199, RAEFORD DEVELOPMENT COMPANY, LLC Z 494550001072 DB t1372, PG 835 \ o0 494550001074, & TBM 494550001017 4D DISK #4 ZONING: RA-20 _ \ I /- -W W W W W W W W W W W IN �E 1,957,824.774 / W W W W W W W W W SSMH #4.98 30' FRONT QQ` ' W W W W W W W W W RIM 174.98 Q•1j CJl W W W W W W W W W W ��J INV IN 169.57 1 ELEV 173.27 CY INV OUT 169.43 SSMH 7 .281NAD 83 10' SIDE W W W W W W W W 1 2' r- ) �oo� � ` / ° 3 RIM 173.26 11 25' REAR --- ��Q � �-v ROCKFISH RD �W W W W W � NO2'37'50"E s NAVD 88 TU 89 44.72'- i 1g5 1 2 1 SOURCE OF TITLE ` i 1yQQ� 0O E B- INV DB 1347, PG 478 °�,�°°_� 1g0 GQ DB 1372, PG 972 1I �� 1165.49 NORTH DB 1336, PG 761 °��ctDQF �� 1/2 3 195 \ n 0 INV EIP 166.71 HOKE COUNTY - r� INV GQ REGISTER OF DEEDS 166. V " VICINITY MAP Q,�atQQ` ' INV 6 T 1 ERB � � Il 165.85 N z 200 �`f S09'11'14"E 98.90' _ S49'30'57"W W 0 NOT TO SCALE NS 205 55.71' y _S02'36'22"W3- 01'40'54"W i \ 65.01'\ 95.86' O NC GRID NAD 83 (2011) EIP 210 LEGEND: (/n ,��`L W p" ECMZ ECM -EXISTING CONCRETE MONUMENT N/F W W W W 1/2' \ EIP EIP-EXISTING IRON PIPE RAEFORD DEVELOPMENT COMPANY, LLC h W ; SRB 0\ EIR / MELVIN NL FWICK & Vi B 1372, PG 835�� W W EPK OO EIR-EXISTING IRON ROD Ob I 6 1/2",* W O EPK-EXISTING PK NAIL DBA940, TPG 1432 EIS # W ERBO ERB-EXISTING REBAR TEE POST N o SSMH 14253 RB W W - �� 3 RIM 176.44 ^v� SRB INV OUT 169.70 W W l 5 O SRB-SET REBAR w ^oh IN IN 170.05 o COMPUTED POINT `s h WA N/F \ N/F - NOW OR FORMERLY J&K GENERAL CONTRACTOR, IN . R/W - RIGHT OF WAY TEEPOST W y1336, PG 761 S I1 PROPERTY LINE ECM ^' W W W RB Y W W W W 4 PROPERTY LINE NOT SURVEYED W W W - 0PL - - - OLD PROPERTY LINE W W W N/F S86°46'05"E ,W W W J&K GENERAL CONTRACTOR, INC: 99.28' TIE EIP W W W DB 1336, PG 761 1/2" ADJACENT PROPERTY LINE 2 `SRB - - RIGHT-OF-WAY -- -SETBACK LINE - S02°14'43"E 799.06' W W W W 1/2" W W W W W 3 //�/ ss SANITARY SEWER LINE 5/8" LNo W •Y SRB WJ W W SD STORM DRAINAGE ERB 220 0�`' h W W �N/F L° J&K GENERAL CONTRACTOR, INC. w WATER LINE DB 1336, PG 761 1 2" OVERHEAD UTILITY ti°° W W 1 1�L� SRB - EDGE OF WATER ^°h ;W W 1/2"' W W W W W WETLANDS ^° SRB W I?fir/ PP PERMANENT EASEMENT 2�5 ti ^oo / W W W W W N/F/ ri W W W ,W J&K GENERAL CONTRACTOR, X FENCE LINE INC rn wo W W W DB 1336, PG 761 9a 1/2" WOODEN FENCE w 22� W 41/2" W W �� Wp 00 /I/ I 1 1 / TREE LINE W W SRB W W W h 220 MAJOR CONTOUR vJ&K GENERA'�'oCGF�rRAG^OR, INC._ g3 0 (\ 217 MINOR CONTOUR 2�5 SSMH #14258 W W DB 1336, PG 761 1 1 x 196.70' SPOT ELEVATION 1 4" N ti� ". / $ NVMIN18172.89 h W W W W I� 12 �°° INV OUT 172.6� SRB I \ EIR o BENCHMARK � - - � _ _ � _ - o ` WSRB 1/2" pp ; • UTILITY POLE HACKNEYLANE y 've W i EIP N/F I Wv \ ♦/�! WOODROW WILSON 1 I C• GUY WIRE 60' PUBLIC R D4 WATER VALVE _ _ = W I ERB' ��5 L�° ^°�' DB 1310, PG 972 1 FIRE HYDRANT - - / h." \ T SANITARY SEWER MANHOLE / I cV o ♦ W o \ GRAVEL o �°' ♦ y,.' W W ', 3/8" ASPHALT ERB w W W W 1 WATER m N/F lee oh ♦ /W W WPP 1/2" WETLANDS RAEFORD DEVELOPMENT COMPANY, LLC_^oh EIP I DB 1429, PG 56 / N F I N/F Q C(] � ° W W W W W W W DARREN PIT MAN & WIFE, 0 / ^�' ALLEN BAREFOOT JR. 1 o TRACEY PITTMAN �22 0`o W W W W W W W W W ` DB 769, PB 532 1 �- RL5 TRACT A OF - P21 4 ^�' W/ W ♦ W l I 27,1 I �\ _% Q DB 976, PG 674 / 2 ir1 \ 28 PC 3, SLIDE 3-47, MAP 007 220 p 22222.2ao 220 ^o s W /W W �80 N W W W W •� 1� N/F - w W 8S EIP S66°58'47"W / i RIS E. BRYSON N/F w i1 / 219 a ^ oy �ti o W Wr �$° 40.28' SSMH ' I 0 , e 3 #9726 `Z ^� r B 785, PG 287 I TEREN J. BRUNNER & WIFE, N P �220.50 0� 215 RIM 267.17 LIDE 2-51, MAP 001 LEIA DAWNE BRUNNER zo / o SHELF 196.08 ♦W W W8, p I DB 300 PG 905 Q J �61 220.15 INV IN 194.60 o ERB 1W? W EIP 73 6°76'25"W N/F PC 2, SLIDE 2-51, MAP 001 0 /„� 6p` ��,z 2�0 -INV OUT 194.50 654.�o S STUART VALEVIS & WIFE c' / 18 k02 °o S06'19'46"E + ♦ W W W oo RHONDA VELEVIS N a — 217 N20 216 ° 218.56 5 8» S 24 pVC —�$SMH #10332 WWW '�� 1 /2" DB 333, PG 1 I / ^ n / 24" pV0 �g6 (/� - RIM 184.84 W EIP S52'01'48"W I L1J/F ERB �O S2+ INV IN 176.14 W ^g5 62.98' I / RAEF�RD DEVELOP 215.T COMPANY o W 1" — 215 216 _ TRACT 2 OF N` � 0 90 S r W EIP NOTES: „` P r. f '� 4•-W W W 178 W W W W I � DB 1347, PG 478 'S 2°� oo � � _ � _ 1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES i PC 3, SLIDE 3-47, MAP 007 0D' N/F SSMH #10337 W W W W W G Y W W W W W o0 oUNLESS OTHERWISE NOTED. '�'' W W W W W =_ W C �W W W W W W V 1/2" 50' BRIDAL PATH EASEMENT "' 0� O�a, JAMES G. WOOD &WIFE, RIM 191.96 W W W W L' W 1 '� W W r S52'04'53"W EIP 2. COMBINED SCALE FACTOR: 0.99988218 �� g`'�' Ln MARGARET B. WOOD SHELF 181.63 24.48' W M LOCALIZATION POINT N: 454,992.231 E: 1,955,744.140 7, 3/g ° PC 2, SLIDE 2-51, MAP 001 �a W W W ,Y-_ Y i W W CWO W 179 7.05' DB 202, PG 12 INV IN 180.16 , �- 180 CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEI EIR 3/$" / "� Il 1 � INV OUT 180.08 W W W W W W W W � o Y _ � 369.37' ` EIR N01'33'04"E 422.03'- 210 24" Pvc / \�\^^^������11 I ,� , .r W W W `W 'W W W W W W 185 VIRTUAL REFERENCE SYSTEM. S01°32'54"W 756.42' QQ o S N01'46'41"E�U1 �` \\, W W W W W W W W W W W W W �o I 3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY p ` O �W WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC I p 1/2 141.98 NO3°05'49"E 676.87' W W W �' `' SURVEY VIRTUAL REFERENCE SYSTEM. SSMH '205 s EIP ��b°° �s I 4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM RIM 2iv.ii SSMH #9730 1 ,W W W W W W ERB I W SHELF 0 52 RIM 20 .755 W W W W ti° W = INFORMATION REFERENCED ON THE FACE OF THIS MAP. INV IN2005.21 SHELF 196.37 ` •Y •Y W •Y � COUNTY OF HOKE NO2'57't7"E 672.56' o°'o o ♦ 1/2" 5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY co 22 IN OUT 195.14 INV IN 1194.9 N F 1 1 W •� 30' UTILITY EASEMENT Z <v �, W INV OUT 194.90 � / EIP THIS SURVEY. 1„ JAMES G. WOOD & WIFE, W DB 885, PG 710 �'o o 6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH 197 \11�11111 MARGARET B. WOOD PC 3, SLIDE 3-99, MAP 001 AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON. COUNTY OF HOKE DB 214, PG 540 OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD \\ 30' UTILITY EASEMENT ��� \ AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY Leo N 4 DB 885, PG 710 \ I J THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY / �v a ti " PC 3, SLIDE 3-99, MAP 003 EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS, EASEMENTS, CEMETERIES, AND FLOOD AREAS. \ ` ` 7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS J I OLMAPPED AREA MAY NOT BE SHOWN ON THIS PLAN. JAMES WOOD & WIFE, I LUMBEE QUALITY BUILDERS INCORPORATED DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE \ / U MARGARET B. WOOD DB 1228, PG 714 SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR CA\ DB 112, PG 114 I CONTINGENCIES WHICH MIGHT ARISE BY REASON OF ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN SSMH #9986 "1 N/F DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY. \\ / RIM 205.43 JAMES G. WOOD, JR. 8. THIS PROPERTY LIES WITHIN FLOOD ZONE "X" ACCORDING TO SHELF 197.31 1i' cr DB 200, PG 25 MAP# 3710945500J OF THE FLOOD INSURANCE RATE, DATED i INV IN 195.90 W / 0 0 o INV OUT II19I5I.184I N I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN ��\\'ICAR/7�/ 9. THE WETLANDS DELINEATION WAS PROVIDED BY: \ w ? / �lI\1\�\\�\ EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE ����Q�N•""'••��//�/i SOIL & ENVIRONMENTAL CONSULTANTS, PA PHASE 1 rya N N \ 2'W 1g3 65' 1 2„ EXISTING EASEMENTS AND DOES NOT CREATE A NEW =O,.•�FESS /Or/,�•;�� 8412 FALLS OF THE NEUSE ROAD -SUITE 104 / \ \ COUNTY OF HOKE ` \ N125A, ERB STREET OR CHANGE AN EXISTING STREET. Q� AL `9<�• RALEIGH, NORTH CAROLINA 27615 / Jul UTILITY EASEMENT 11 1/2' y 457 FAXO:: 919 -8464946700 o DB 885, PG 710 ✓�-- r DATED MARCH 26, 2020 PC 3, SLIDE 3-99, MAP 001 ERB N84°42'44"W so----------------------------------- SSMH #9990 l 1/2>, 50.09' PROFESSIONAL LAND SURVEYOR - L-4571 �i��'�'• SURv.: Jl�,`��� L R RIM 207.14 ERB gyp= I'',9� ......•<` `�� � 5`L y05 SHELF 197.77 � �r1 ''RIIIIS\G``V``� INV IN 196.32 200.V OUT 196.29 N44°16'53"W bL4411s•2.2. e`Ic 130.37' o I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN q� BOOK -----, PAGE ----- OR OTHER REFERENCE ERB 3/8" SOURCE ------- ---------- ); THAT THE BOUNDARIES I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS NOT SURVEYED ARE INDICATED AS DRAWN FROM SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY S N/F ��� ERB INFORMATION IN BOOK -----, PAGE ----- OR OTHER UNDER MY SUPERVISION. THIS GPS SURVEY WAS �o RAEFORD DEVELOPMENT COMPANY /�� N37'13'44"W 3/8 / REFERENCE SOURCE -----------------; THAT THE PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C" ti SSMH #10161 ^ TRACT 1 OF \ 25.52' ERB/ RATIO OF PRECISION OR POSITIONAL ACCURACY IS VRS FIELD PROCEDURES WERE USED. THE COORDINATES TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY RIM 209.22 DB 1347, PG 478 �� 1:10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT GRAPHIC SCALE +°e / SHELF 198.29 i 1 OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE INV IN 196.78 1/2„ ���^�1 i EIP NORTH CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND SURVEY WAS PERFORMED ON MARCH 9, 2020 USING TWO CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND 00 o so 100 200 INV OUT 196.75 % EIR �,3AND SEAL THIS S DAY OF APP-IL, 2022. TRIMBLE 5700 RECEIVERS. SEAL THIS S DAY OF APP-IL, A.D., 2022. N/F o �9 \ PC 4, SLIDE 4-108, MAP 006 /� '� . ( IN FEET ) y^0---------------- -..Y���-www------------------------~~~-►►►"'---------------------------------- ------------------------------ �g PROF SSIONAL LAND SURVEYOR - L-4571 PROFESSIONAL LAND SURVEYOR - L-4571 PROF SSIONAL LAND SURVEYOR - L-4571 1 inch = 100 ft. W _ W 1/2" �1\�L ERN08°52'24"E 153.5o' 1 /2" \ 400 4 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com `N!, \A \ICA NC) z��� AL 457 - b�•bs•22 REVISIONS PROJECT NAME WOOD LAKE II PHASE II SUBDIVISION EXISTING CONDITIONS CLIENT RAEFORD DEVELOPMENT COMPANY, LLC 645 Laurinburg Highway Raeford, North Carolina 28376 Phone: (910) 638-6102 PROJECT INFORMATION SURVEYED BY: CLIFF DRAWN BY: SEAN CHECKED BY: JIMMY PROJECT NUMBER: 1632 DRAWING SCALE HORIZONTAL: 1 "=100' DATE SURVEYED MARCH 9, 2020 SHEET NUMBER C-1 no