The URL can be used to link to this page

Home My WebLink AboutNCC214111_Site Plan or Location Map_20210720 SITE NOTES 4Dsite HOPE LANE BENJAMINE / � GRAPHIC SCALE TRIPP LANE 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE -A solutions U�. 60 0 30 60 120 240 Z EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO � r, CURVE TABLE CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL r'- �= civil engineering land surveying CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO / CURVE LENGTH RADIUS BEARING CHORD 409 Chicago Drive,Suite 112,Fayetteville,NC28306 Z VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL officel910-426-6777 fax I910-426-5777 license number I C-2354 SON LPN CDAMAGE ONSTRUCTION INCURRED TO BE EXISTING UTILITIES DURING THE GENERAL ( IN FEET ) Cl 39.27 25.00 S67°22'15"E 35.36 www.4Dsitesolutions.com JR W\\ SITE / 1 inch = 60 ft. C2 106.34 325.00 S77°00'09"W 105.87 CONTRACTOR'S EXPENSE. 82 0 2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. `��, / C3 39.27 25.00 N41°22'34"E 35.36 3. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR TO THE FACE OF SIDEWALK UNLESS OTHERWISE NOTED. U\ o o / C4 39.27 25.00 N48°37'26"W 35.36 JOHN ANO E 4. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. � �'- F. N/F ��IIIIIIII//�/� ESZHER BAN 5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN / ♦ RON DIEBRA L NNMILTON &HAMIL HAMILTON / C5 39.27 25.00 S41°22'34"W 35.36 `(N CARO��// ACCORDANCE WITH STATE AND LOCAL LAWS AND ••••' ••• REGULATIONS. N \\ PARCEL ONE OF ��QQ,•'FESS/0•.�ili�� 6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER TOWN / N/F • ��5, DB 1113, PG 634 / C6 39.27 25.00 N48°37'26"W 35.36 ` Z�Q�Q rL<•.`y OF ERWIN AND STATE REGULATIONS. BENJAMIN ARTHUR TRIPP & WIFE, 2p, N28°56'24"W N04°16'3 87' `9 OLD HAMILTON ROAD PATRICIA NORRIS TRIPP S23)S6� 32.81' 22.87 C7 89.98 275.00 S77°00'09"W 89.58 _ 02EA SR 17 / LOT 2 OF N / 35 DB 2050, PG 367 003 51'S3 W N17°56'S3"W C8 39.27 25.00 S22°37'45"W 35.36 S TREE LANE / � 4 O'73,F N42°00'52"W N32.3021"W N20°02'46"W N30• W 31.57' W NOSE / C9 39.27 25.00 S48°37'26"E 35.36 .•GINS..••'• OAK S2 N0 47.64' 52.87' , 6' .....• ♦ HOMERS 8 W SS >53 W N21°58'16"W W IV 68.37' W 38/4�2 F N13°43'45"E C10 39.27 25.00 S41°22'34"W 35.36 ''''�%O 11111��```` CgNE / 69' 32.81' NORTH W 38.37' C11 39.27 25.00 N48°37'26"W 35.36 / �L .1• C12 39.27 25.00 N41°22'34"E 35.36 VICINITY MAP UNSUITABLE � solLs � REVISIONS NOT TO SCALE No3• 26� _ 10 3 W 101) ♦ RONNIE CARL HAMILTON & WIFE, ?DQ00' 2SQoO 0 0 `� �' �S9 �S� DEBRA LYNN HAMILTON / \` o TOTq h' AS. F DB 1113, PG 634 / o / C ^ `Q PB4, PG11 �0 100,00, SD.Op• o � DNS \ / . ^h' J 20,000 SF / / ll 1 .1. C� N F \ 0.46 AC /o / to r l l \ 1•,00 0 Np / / /d / 0' ,3' • . A / LU / \ ARTHUR TRIPP & WIFE, \ o' /"^� 26" 2, H ERB' PATRICIA NORRIS TRIPP l 2p0.0 / o 0o w / / <u / >lp 0 N ROAR/ \ \ DB 731, PG 989 0 / N033>2s, . \ J ` o/= , 11 / o , / / \ \ 10Q00 0' TOTq`i F N22°10'45"E / 01 OIV, \ oo W / 21,866 SF .N p/ / u 43.25' 0.50 AC I o / , 20,000 SF /.NN oo/ l > t }`10 Q po• N°4 \ 20,000 SF / ��' \ v/ / 0.46 AC /= N/ ,"� / / ,� \ ' • �8>2 sF / \ 0.46 AC / o/ �� / O /w o / \ �X 100'00' , O 3 4„ EIR \ ��/ �� / 20,000 SF c/ / ♦ .� / l 20p 0 / o/ Zy 8S.p�, \ / 0.46 ACIVO o / 33 '/ / ' �� \ L / 20 000 SFoo / l l l \ \ . \ 10000' � SITE DATA l / oo� / / 0.46 AC - � / O V, / DEVELOPER STOUT LAND DEVELOPMENT, LLC / / 14 2/ fO11' \' 1,Upt/T 20,000 SF MAILING ADDRESS 409 CHICAGO DRIVE - SUITE 103 10p EASE / 0.46 AC o / > PROJECT NAME 20,000 SF / � \°o' ANT l � CITY, STATE FAYETTEVILLE, NORTH CAROLINA 28306 / 0.46 AC �� / J / NUMBER 0596-94-5428 4- PIN TOWNSHIP DUKE / 2 J o/ N\ 10 20,000 SF o/ r 00.0 l �` / / 033 0'00 / 0.46 AC "� SCHABERT "Q <J Q TOTAL SITE ACREAGE 30.57 AC /V03. > 0' J J ` >26' \ \ J / /2 N/ 3 O5 /o � - 0 9• ACREAGE TO BE DEVELOPED 30.57 AC / o / 3 26"W / l / r W 685.00� ` / 20,000 SF / o �o � Q ZONING RD o S ARy T TA o' �s. / ,hQ h / , / °' /WRgF ° oo / o.4s AC , o �" CROSSING EXISTING USE UNDEVELOPED Q o , \ (pUeC/CRTSON \ _j l oPROPOSED USE RESIDENTIAL �o /^� l /,� \ & UT/ STRF \ DISTURBED/DENUDED AREA 6.30 AC / ro / 15 / Ab, v / , 29 -) , / / GlT FT c�, j � /� ,:�C�ESS l0000 , M� SUBDIVISION SETBACKS REQUIRED: co, \ 20,000 SF / / Z�? / , 20,000 SF a'/ / / \ J w / \ 0.46 AC , Rl Q\ 0.46 AC /= N /,4, \ \ :v FRONT 40 FT = A �Q/ / / 30r1 ' USIDE 12 FT 20� \ , J hp/ / /w o / / \ T1ClTy �\ \ 100 00. \\�Xx 2 cv 3>'00 / 20.46 0ACF REAR 40 FT > NO3. l:v � ` o 0 co 20,000 SF Fat; N/F ' Y \ / 0.46 AC , . / _0\ 0 293,352 SF PP/ 2 32 /,� , �� 40 6.73 ACTROY HENRY BEASLEY / 16 / � o 110 00' \ J l d DB 2302, PG 260 / / p / L / 20,000 SF /iV p / / \ is 00' N/F / ` 20,000 SF / o/ ��' \ / / 0.46 AC �o o MARY MARGARET TRIPP NETHER & HUSBAND, \ o/ 1 0 \ / /2 �/ 33 { 3160 ` JOSHUA LEE NETHER / o / 0 00' O /"��" / / / \ S03• >2 .0 • r l 20p / / 20,000 SF o / / 6 0 \ DB 3714, PG 875 R033> 00. J / //o / / / 0.46 AC 'v o/ / / l l F"Soo, SITE PLAN T l `L 26 W w ^h l l / \ \ 10p o033"26»W \ � J l /= N, 34 / o/,�� 61300, \ / 21,621 SF / moo./N /w"�/ / �` ►� TOTAC \ / / 0.50 AC / o / 4 _ / N/F / WEEKS FARMS, INC. 21,866 SF '�� o / / \ \ 10000' \ \ J / / /? / 21,866 SF DB 764, PG 724 /N o / / 0.50 AC �o o•, / / > ` . \ / / ` \ 0.50 AC oo rn N/ S74°20'02"E cli v 10p 21.19' c> / 20,000 SF /N o l 00 <v 200Op l �o p. \ 0\ / 0.46 AC co o/ / N86'22'34"E /� N033> J m 1ER6 \ / !�'� \ V / /= N/ 26 / / r \ 25.00' /CO h oo Q / 26 Iy < • /. \ i1 ��' \ ` / / 20,000 SF / o / / , 103 00, / �/=2 o / ' CLIENT / 0.46 AC � o•/ 25 , � /= N ,,cam N86°22'34"E J / 20,000 SF cr / 25.00' - \ 0.46 AC M o / / �Q/� Q o \ 1/2" / 1p / / /�� o / 24 / , /m 20,000 SF 0.46 AC o ERe \ 00' / w �, N67°05'10"E / � /_ o N/F -�� \ 10, / _ / 20,000 SF /� 21.19' o o/ 2 -, o Q - Construction BARBARA JEAN GRAY & f ^� l 40 / r 20 THOMAS E. WAGONER / CA2 i S0 O \ \ �TICITY L \ / , 0.46 AC /� oo / R03° 0 00' . \ l- �o DB 3496, PG 932 03 00, 0 8218' 106 �SEM , o oo'/ 23 / / d/o / 3�26„ ,/ - 1/2" 128,721 SF3 , \00' ENT /cn N W o ERB \ / 2.96 AC `1' ; ` >26"W R033j26 \ \ J 0.501 AC / N/�/ / . �.' �o l \ TOTAC\ / /w / / O �/\ N 1786 Metromedical Drive / j ' �1QR�33> / /�� 20,000 SF / (0 Fayetteville, North Carolina 28304 l , l 0' UTIClTy00, `\W S>0 , S0, R w ), A \1o0 0 \ 0.46 AC oo �� P Phone: (910) 779-0019 AXLE \ 'IV UNSUITABLE o / l ? EASEMENT �ToTA� (pUeCl�yM0Np \; / / r . 200 ,1� o. AXLE SOILS o/ 17 /o ,3/ l \ \ 1p0\ & UT1C1jY'q^lF \ \ 00 � J ^o o d 00' A � 8 0 / LEGEND: ,M / / C S / �26" OO EIP-EXISTING IRON PIPE N/F 11 0.49 AC o N/ / \ o . \ X EIP / 21,303 SF o CESS �� o W PROJECT INFORMATION EIR Oo EIR-EXISTING IRON ROD JOHN MARK TRIPP & WIFE, / Cp l `1' , / c� , / \ \` ��69r o / DARLINE G. TRIPP P / , SRBO SRB-SET REBAR DB 731, PG 601 \ \ / �/ 18 /ooN / /l , \ \ 10p\\`` / O o COMPUTED POINT 20,000 SF / / a N/F - NOW OR FORMERLY / 0.46 AC / 19 / \ 20,000 SF DESIGNED BY: SEAN/CALEB / mow, O / ? / \ 8\ 0.46 AC M R/W - RIGHT OF WAY / / 20,000 SF / o ,"° / / \ �82 . `� Zg' / \ 60° / o DRAWN BY: SEAN/CALEB PROPERTY LINE / N \ 10> / / 0.46 AC w w/ / ` R ` OAK oo' M CHECKED BY: SCOTT N ADJACENT PROPERTY LINE l \ S� 18 / 20 / 3 / . \ ou�i o /� 2p0 00'\ l 00 RIGHT-OF-WAY \ S2� J ` / / O o d / / / �03 3�26„ _/ „�� °c�4 PROJECT NUMBER: 1750 _ l l \ pj, E`�` \ \ 20,000 SF /o• W SETBACK LINE 1 / �, / SD STORM DRAINAGE N/F / \ 36 �� 10p00 / 0.46 AC / C\, SI/ 21 , z w WATER LINE HARVEY KEITH TRIPP co, \ 888, J / �cb/ O /o ;� / DB 2260, PG 891 N/ ;r, \ ro \ \ ` / 20,00o SF / o ,��/ / 20, DRAWING SCALE OVERHEAD UTILITY \ 0.46 AC o ti / N / / UNSUITABLE WETLANDS / / 36 ^ to I \2\p2� \ �033>?6„ 10Q00, \ \ . \ l / `V J/ 22 I I SOILS Cn NI HORIZONTAL: 1 -60 uj PERMANENT EASEMENT / / 20,796 SF = V) 35 \ W S0 .18, T J L / �/ 21,340 SF I U I� \ TREE LINE / 0.48 AC 20,780 SF \\ OTAC 100 \ / , 0.49 AC 1 1 o sicN SIGN N 565,095.807 0.48 AC \ \ '00, MB MAILBOX E 2,o9S,725.531 L - - - - - -I L- - - - - - - - - - L / DATE RELEASED o PPS UTILITY POLE NC GRID NAD 83 \ MILL 2" AT TIE POINT (2011) / 10'X70' SIGHT 10'X70' SIGHT c C• GUY WIRE 1 1201 EIP �� & FEATHER OUT TO 0" 10 0 TRIANGLE MILL 2" AT TIE POINT y WITH NAIL AT 25' INTO OVERLAY 0, 0 TRIANGLE & FEATHER OUT TO 0 APR IL 26, 2021 ❑T TELEPHONE PEDESTAL C� D4wv AT BASE -- -- 136.61_ -- -- -- 250.12' -- -- -- -- - 431.23' 102.49' 100.00' � 415.76' WATER VALVE -- -- -- -- -- -- -- -- -- - _ -- �'� 00 �8. -- -- -- 6' -- -- AT 25' INTO OVERLAY -- -- -- -- S22°22'17"E 1436.20' TOTAL 1' Ps } SHEET NUMBER ,�, FIRE HYDRANT � �� PS o U WATER METER wa NC 82 we W8 W8 w WHITE EDGE LINE WHITE EDGE LINE \ is;== 1-7 HARDWOOD TREE - o o GRAVEL 60' PUBLIC R/W \ \ WHITE MINI SKIP cb Q� s 0 - - WHITE EDGE LINE WHITE EDGE LINE ASPHALT ® ® WHITE TURN 1' PS OWETLANDS - O -- -- o - -- =/ o -- - �L-- _--- =1�--�L-- -� =/��=��-- -- --- - -- -- -------------LANE LINE --- - -- -- -- -- - -- -- - -- --- - -- -- 0 1 1/2" EIP �1 1/2" EIP 1 IP 1 1/2" EIP \ 1/2" 1 1/2" FLAT STEEL (PINCHED) (PINCHED) EIP (PINCHED)\ ERB DIP STAKE C -200 200' TAPER 100' BAY TAPER 50' FULL 300' TAPER m % I STORAGE