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Home My WebLink AboutNCC214113_Site Plan or Location Map_20210721 LEGEND: 4Dsite ECM solutions ® ECM-EXISTING CONCRETE MONUMENT EIP O° EIP-EXISTING IRON PIPE N/F - NOW OR FORMERLY civil engineering I land surveying R/W - RIGHT OF WAY 409 Chicago Drive,Suite.U2,Fayetteville,INC 28306 O PROPERTY LINE office 910-426-6777 fax 1910-426-5777 license number I C-2354 O www.4Dsitesolutions.com 0s �J�� -0PL- - - OLD PROPERTY LINE ADJACENT PROPERTY LINE O -- RIGHT-OF-WAY SETBACK LINE w WATER LINE q'♦ `�x\%WIII11 //z SITE RQpO // WETOVELANDS HEAD UTILITY `♦ ``O�'`'�E...... PERMANENT EASEMENT � ♦ �cG',Q�O � �/�� A O�.�• EM 370 MAJOR CONTOUR y v- ` ti MAGNOLIA DRIVE 367 MINOR CONTOUR W ♦ q�g� 457 - �BENCHMARK 11165\� W v (,DO '• sGN SIGN -� v- ♦ .....• J PP• UTILITY POLE N/F 1 ♦♦ C• GUY WIRE RAMON R. GUTIERREZ & WIFE, � W y NORTH WV MELISSA GUTIERREZ /� N WATER VALVE DB 2386, PG 418 W v % m V�'�G- �I ASPHALT ` 41 v % �O� I �`� No 1 1� VICINITY MAP CONCRETE \ h^ `t /\ � 41 WETLAW W , REVISIONS NOT TO SCALE64 ♦ W W W W W W CLAYTON THOMAS THAXTON \ ` W W 4, W v, 4, / DB 3609, PG 668 ♦♦ v41 / PB 20, PG 86 / W v- W ♦♦ �0 6�, 10' UTILITY \ �6� oo. ♦` v W W 4, 149 o. EASEMENT 147 �63\ \ / / 63,091 SF \ I v WELLCO 1.45 AC N/F CONTRACTORS, INC. v W NINA MCNEILL /� DB 863, PG 792 \ R=50.00' v v I DB 2969, PG 80 PB 23, PG 14 L=123.48' ` v W ♦ I CHORD �, v SO4°45'31"W 41 W W \ --.1 \ ♦ 94.41' - // T 148, Gig R35 I ♦, W v W i W ` ,` I N/F \ PG R35' / ` \ W W W t v. W W v v- v W % / WELLCO / 3/4" EIP CONTRACTORS, INC. GO �� 1 W W W v W ,/ ♦ I (PINCHED) DB 863, PG 792 �'� �J// li--.1 N7 96,0�, ► W W W i W v W W u W �` PB 23, PG 14 �0�� 146, 42929 W W u W v- W v v N/F 34 3/4" EIP ° \` �� / /\ WELLCO w v v ♦ v v w s / -� (PINCHED) I Y W / / _ \ CONTRACTORS, INC. v ` v yt/ Cf) PROJECT NAME / N F / �, O DB 863, PG 792 l t v ♦ W WESTERN HARNETT 60, S // I,_ �� PB 23, PG 14 W v W W - // / DEVELOPMENT, LLC R� '9,y� 147 v DB 3565, PG 233 �("' ' �� - v v 41 W 1 0 I I I / \ PB 20, PG 86 / - Ue <'�Ocq" 2 N/F , v 1 I ROLLING / 1�109 4/c R25 WELLCO v v vv ♦ "�CONTRACTORS, INC. W - 00 -0 / / &TQ1 �\ N DB 863, PG 792 . W W Wes^ v W ` UNSUITABLE 1�136 1135 r 134 1133 r I 132; 131 ; 130; \ / WELLCO / Trgc ` PB 23, PG 14 W W v // W v W W 1 I N/F SPRINGS CoNTRACTORS, INC. cFSS ♦� v W ` R=25.00' N F N F N F N F I N/F N/F / / / / 0 / / WELLCO / / DB 863, PG 792 /�--� J \ / v ` WELLCO WELLCO WELLCO WELLCO I ;(] WELLCO WELLCO I CONTRACTORS, INC. I u v L=29.66' CONTRACTORS, INC. CONTRACTORS, INC. / \ PB 23, PG 14 / 1110 v R=55.00' CONTRACTORS, INC. CONTRACTORS, INC. CONTRACTORS, INC. CONTRACTORS, INC. < DB 863, PG 792 SECTION 7 / ,� - _ -` R=55.00' v CHORD m DB 863, PG 792 DB 863, PG 792 / �, v. ♦ DB 863, PG 792 DB 863, PG 792 DB 863, PG 792 DB 863, PG 792 1 .� I PB 23, PG 14 � I \ �` R=25.00' L=238.04' v- ♦ L-2C H CHORD S03°22'1 95 PB 23, PG 14 PB 23, PG 14 PB 23, PG 14 PB 23, PG 14 I 1 PB 23, PG 14 PB 23, PG 14 / N/F \ / WELLCO \ L=29.66' uNsulTag�E ` �CHORD W` N86°37'47"E / CONTRACTORS, INC./ CHORD s s \,( S18°39'15°W, / DB 863, PG 792 1/ �YYY!!` _ 91.21' "`/// ♦ ROAD B _ S71°20'45 E 91.21' �� - -.------w" 40- '0 27 95' 1 _ _ _ 10'UTILITY EASEMENT _ _ _ _ _ Q 60' R W PUBLIC & UTILITY ACCESS 9 PB 23, PG 14 111 J-� -i -- -- V -- -- 1- - - -- fi -- -- / ( ) 12� ♦ EXISTING R/W TO G0 \N/F S• ♦ BE ABANDONED W ROAD AN/F WELLCO o Q / WELLCO CONTRACTORS, INC . v h 60' R/W (PUBLIC & UTILITY ACCESS) INC. DB 863, PG 792 / �� _�07UToTY __ _ 62.50'_ 187.50' 148.37' ��-101.63 _ "s CONTRACTORS, I / � � � _ _ � T ma's. � DB 863, PG 792 / PB 23, PG 14 /�112 EASEMENT - - N37°21'29"W 250.00' TOTALS EI W 1" EIP N3721'29"W 250.00' TOTAL - - - 10, UTILITY EASEMENT WELLCC �/ \ \ PB 23, PG 14 / N/F 0 1�127; I I CONTRACTORS, INC. / �' ��-� �--� o v ` w ,__� ,__� �__\ �__\ 1�128 10' UTILITY / 113 114 115 116 IL 121 122 123 124 125 EASEMENTSITE PLAN DB 863, PG 792 I I I o I r I r N/F � � � � � � � N I � r%) o � � � � � � � � I 1 WELLCO N/F \ PB 23, PG 14 o ,� 0 00 0 1 CONTRACTORS, INC. I WELLCO 7 N/F N/F N/F 52,500 SF o00 � o 52,500 SF r o N/F N/F N/F N/F 1 DB 863, PG 792 CONTRACTORS, INC. WELLCO WELLCO WELLCO , 1.21 AC o :) r o 1.21 AC ,N N WELLCO WELLCO WELLCO WELLCO I I PB 23, PG 14 I DB 863, PG 792 I CONTRACTORS, INC. CONTRACTORS, INC. CONTRACTORS, INC. c� N i i z CONTRACTORS, INC. CONTRACTORS, INC. CONTRACTORS, INC. CONTRACTORS, INC. I PB 23, PG 14 DB 863, PG 792 DB 863, PG 792 DB 863, PG 792 Z N/F N 'r DB 863, PG 792 DB 863, PG 792 DB 863, PG 792 DB 863, PG 792 ` > / PB 23, PG 14 PB 23, PG 14 PB 23, PG 14 LO JAMES W. WANGELIN PB 23, PG 14 PB 23, PG 14 PB 23, PG 14 PB 23, PG 14 1 I In & WIFE, ' 1�126 6 / LINDA LEE WANGELIN 5/8" i 0 a�i,A 3/4"no DB 871, PG 59 I EIR I I I L��/S�, / EIP N37°21'29"W 250.00' TOTAL L (BENT)l �® N/F I c ,Q / �_ 3 4" o o o 1 WELLCO r 125.00 / 125.00' 1 1/4 EIP 1 EIP _ 1" EIP I �O J w EIP (PINCHED) w (P D) Z (PI ) ` CONTRACTORS, PG 792C a V) ��a PB 23, PG 14 J N Mi w UNSUITABLE 7 _ I N/F o Q N w O_ o w N solLs w A I - I I CLIENT DOROTHY J. PHAIR / �`'m N m o I DB 607, PG 276 �� --�1 N o w o I \1 I 99 I 1108 1107 1106 1105 104, 11 0 M o 101 , i I PB 2007, PG 683 / �_ i i � i � i ?M o0 102 N N I N/F N/F N/F N/F N/F N N Z N/F N/F 1 I 97�i I I WELLCO 0 52,500 SF GEORGE R. COLLAR I TROY DOUGLAS m GEORGE RUSSELL COLLAR, JR. 1 WELLCO WELLCO WELLCO WELLCO N In 1.21 AC & SUSAN C. COLLAR 1 N/F CONTRACTORS, INC. CONTRACTORS, INC. CONTRACTORS, INC. CONTRACTORS, INC. SCH6, PG & WIFE, DB 1972, PG 420 WELLCO CONTRACTORS DB 3666, PG 547 SUSAN CAROLINE COLLAR DB 863 PG 792 DB 863, PG 792 DB 863, PG 792 DB 863, PG 792 _ CONTRACTORS, INC. PB 23, PG 14 PB 23, PG 14 PB 23, PG 14 PB 23, PG 14 PB 23, PG 14 DB 1450, PG 661 DB 863, PG 792 3/4" ANGLE 1" EIP 1 I PB 23, PG 14 I N C 3/4" 3/4„ _-�__ __ __ -_ __ EIP 0 _ RON (PINCHED) EIP s _ -_ _ _I_ EIP �- ��::�L - __ __ _- -- O __ __ _ __ O __ __ -- - -- --y �__ __ -__ __ - _- --- EIP° ° SR 1116 (DOCS ROAD) _ - - -W'� \ 60' PUBLIC R/W ® 211 Highway 210 North - Spring Lake, North Carolina 28390 - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- --- Phone: (910) 436-3131 TBM Fax: (910) 436-2242 4D DISK #1 N 563,528.214 E 2,005,198.484 SITE DATA NC GE D3NAD683 (2011) PROJECT INFORMATION IL DEVELOPER WELLCO CONTRACTORS, INC NAVD 88 MAILING ADDRESS 211 HIGHWAY 210 NORTH CITY, STATE SPRING LAKE, NORTH CAROLINA 28390 DESIGNED BY: CALEB PIN NUMBER 0506-32-0407.000 DRAWN BY: CALEB 0506-43-4846.000 w 0506-43-5726.000 CHECKED BY: SCOTT N 0506-44-1263.000 PROJECT NUMBER: 1736 0 Q 0506-44-2143.000 3 0506-44-3352.000 z 0506-44-4205.000 SITE NOTES DRAWING SCALE w TOWNSHIP ANDERSON CREEK/ BARBECUE 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE TOTAL SITE ACREAGE 23.80 AC EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO HORIZONTAL: 1"=100' 6 ACREAGE TO BE DEVELOPED 23.80 AC CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO o ZONING RA-20R VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL EXISTING USE RESIDENTIAL DAMAGE INCURRED TO EXISTING UTILITIES DURING PROPOSED USE RESIDENTIAL CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL DATE RELEASED NTRACTOR'S EXPENSE. DISTURBED/DENUDED AREA 5.89 AC 2. ASSPHALT AND BASE TYPE SHALL BE PER THE DETAILS. GRAPHIC SCALE o SETBACKS REQUIRED: 3. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR TO MARCH 22, 2021 FRONT 35 FT THE FACE OF SIDEWALK UNLESS OTHERWISE NOTED. 100 0 50 100 200 400 4. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. CORNER SIDE 20 FT 5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN SIDE 10 FT ACCORDANCE WITH STATE AND LOCAL LAWS AND SHEET NUMBER REAR 25 FT REGULATIONS. ( IN FEET ) 6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER M HARNETT COUNTY AND STATE REGULATIONS. 1 inch = 100 ft. 63 e -200 0 0