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NCC241382_Site Plan or Location Map_20240506
Ln `N O N 111 BUA TABLE ,,z , AREA(SF) AREA(AC) TOTAL SITE %BUA �/ L \•NO w E N I 0 EXISTING 3,100 0.07 4.72 1.5% V p1 1— Y n REMOVED 3,100 0.07 4.72 1.5% — - N j_^O PROPOSED 22,192 0.51 4.72 10.8% 1`rY v 6 , V bp'Q NET 19,092 0.44 4.72 8.3% SITE •T N I w I W P / >- 1 cAF-rm / �'�� \ \ \ \ \ \ \\ \ \ /' \ 832- / �i \ / \•� ...... / I • \ / \ \ \ \ \ N / \ f\ / VICINITY MAP \ 6. N 1'=2000' / / \ i' ` SITE DATA: N 1068 JONESTOWN RD l ) I I I pi'ry / �- N. ' SLIPPERY ELM PROPERTIES,LLC / / / / '\\ \ \ — J -- PIN:6804-33-2882 ) / I / \ \ �� \ D.B.3fi32 PG.1934 / / r / II / / �. / 0 A. p.1\ NUMBER OF LOTS: 9 �/ / / / l N N y V N WISHBONE REALITY,LLC TOTAL AREA: 4.715ACRES \ I \ / l I / "" / N PIN:6804-34-5059 / I `/ `1 DENSITY:9UNITS/4.715 ACRES=1.90 DU/AC \ I / / I ` ` D.B.2807 PG.1572 -\ /// \\ \ \ / / / / `/ ��� , ' — �\ / �"2 N — / r ' DISTURBED AREA:1.33 ACRES \ I / ( I ( / I I \ /� / f \/ \\N / /// FINAL PLAT CASE#2022066 MINOR SUBDIVISION-FINAL PLAT J / N / / NOTES w J \ \ \ \ I 1 I I I / EXISTING GRAVEL \832/ \ , ( \ \ // A' Z l / `�� \ // / 1. THIS MAP IS NOT FOR RECORDING AND DOES NOT MEET J < N OBE REMOVED GS4].30 STANDARDS. Oa \ \ 830 \ \I .)� 2. ALL TOPOGRAPHY IS FROM NCDOT LIDAR.ALL LOCATIONS ARECIL 0 m,04 0 FROM SURVEY PROVIDED BY FEI.CONTRACTOR TO VERIFY O ` \ I \ \\ \ \ \ \ \ \ / ( _ \ \ /� �O aR LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. Al Z \ -/ EXISTING \ \ \/ \ .`' '� / /p w K c0 \ / DRIVEWAY / - 74, \ / 3. ALL CONSTRUCTION IS TO BE TO CCUC,NCDOT,AND COWS/FC ///y��y//� a m cw \ \ / \ \ \ \ \ CMP CULVERT J / \ \/ N \ STANDARDS AND SPECIFICATIONS,LATEST EDITION. ` O y a K\ \ ))\1 \ Y \ \\ —/ o l / l \ \ \ \ \ \ \ \ /7 J ` 828� .----,////Q / \ 4. CONTRACTOR TO LOCATE EXISTING SANITARY SEWER W Z \ \ \ MC� \ \ \ \ \ �� ) \ N �- v \ MANHOLE 101 PRIOR TO BEGINNING CONSTRUCTION.W(./ ♦A LO \ \ N / J \ i �/ j n, \`/`� / 5. CONTRACTOR TO ENSURE POSITIVE DRAINAGE FOR VQ N. \\ / Z. / \ \ \ \ // / , \ / PROPOSED CLEANOUTS FOR ALL LOTS. V \ N / N \ \ f / / / // Z P \ / \ 6. ALL MANHOLES ARE TO BE BUILT TO FINISHED YARD GRADE. J \ EXISTING GRAVEL I �� " / \ N \ \ J / 6/ I N \ ��(fO BE REMOVED) �� / / APPROX EX.B"WATERMAIN,iI —9 / ]. ENCROACHMENT AGREEMENT MUST BE OBTAINED PRIOR TO > O \ / / / -- a CONTRACTOR TO FIELD WORK COMMENCING IN NCDOT RIGHTAF-WAY. \ \ / \ I = VERIFY LOCATION AND '(// / Z 0 \ \ \ \ ✓ ' � -- N.._ �� DEPTH 8. CONTRACTOR TO SETUP MEETINGS)WITH CCUC INSPECTOR / / // \ / /1 �- / / /-- PRIOR AND DURING CONSTRUCTION PROCESS. Ce \ \ SPINE GR�/E UNITED / / ///^ / / / / S w W FPS% / r O W \ \ \ \METHODIST CHURCH' / ,\ / / / / �"—w—w w / — m\1```/ . mil'=� I / // / 9. ALL SANITARY SEWER MANHOLE RINGS AND COVERS SHALL BE O (\ -" - TYPE 2 SEE DETAIL SHEET \ \ \ PIN:6804-2323-8412 / � / N. / /I ✓ �..v�'" - �yR . r- n- \ D.B.2220 PG.18 / // \ / w _ _ N. _\ -� // / / -/ — PUBLICSRNJ VARIE _ ___J/�- � / / W / S II — / J \82 \ / / / / —�w w— ---- --P.B.38PG.184 ---- / f0 / Z 8\N. / _—— _ --- — _� O G/ II _EXISTING 18" 7a / In / C CONCRETE \ z • r� "-rr ---'\ °z 1L / \ / I laro�D til Kg 1 � — \ 1/ / / / � �\\�� jam\ / 7 (n a��N —J — - - / I / \a3 7� \ / / v � � � � 7I 7/ // ) /I vv v_ �. / ig o iZ Z p W i i LI 1 g za®®A©a9 DRAWN BY: ADY/TS CHECKED BY:BN DATE:09/20/2023 PROJECT NO.:16032.011 REF.NO.:- SCALE: 1"=40' -ST\ RD ..FEssi". �•-.-- 9 S JLYTP� �1 _ "'lib SCALE 1"=40' SHEET BEFORE YOU DIG! CONTACT ONE-CALL CENTER 40 0 20 40 80 160 M = ME — � 1OF2 `N �N ( - v1 Z BUA TABLE L �'N� w E NJ o AREA(SF) AREA(AC) TOTAL SITE %BUA L V F O EXISTING 3,100 0.07 4.72 1.5% 1 r n U REMOVED 3,100 0.07 4.72 1.5% SITE `-Y fill 1$ PROPOSED • • ¢yT NET19,092 0.44 4.72 9.3% Fr .--(---/----__ \ / \ \ - - - N. \,�• VICINITY MAP //` 6;q \ N. ems\ \\ -7 \ I \ \ I- - \ \ \ \ r / / / 1 \\ \ N \ \ I 1 ) \ \ \ \ / / \ \ \ \ \ .\,,,_,.., 1 N 2 -� /\ SITE DATA:TASTOWN RD / //// l / I \ \I I 1 I I /\ p"' \ \ I/ / I�- �\ II II N\ " I\ \I I ' ' _C N / / J SLIPPERY ELM PROPERTIES,LLC VPIN:6804-33-2882 /( N /\ \ yA, \/ D.B.3fi32 PG.1934 / ( / / \ / II I/ I / I \ I I I \ I I I .k}0 ---�\ / NUMBER OF LOTS: 9 \ �! / / / / / / \ / I ,n1/ \ I I \ I I I I I \ 4CJ�;`'J`\ I -II--'�I N WISHBONE REALITY,LLC TOTAL AREA: 4.715 ACRES \ / I \\ l \ / / I I I /� �I \ \ PIN:6804-34-5059 DENSITY, UNITS/4.715 ACRES DU/AC 1 / / /\ I / I I I I / I I I I I I \ I EX SSMH-102 \ -,,,,N D.B.2807 PG.1572 -� / \ \ \ S I / \ / / ` I I I ��\ / / x �"2\ / r DISTURBED AREA:1.33 ACRES \` I N I / \ I \I I I I I \ I I I I / I / �� ' N \\ / //�� FINAL PLAT CASE#2022066 MINOR SUBDIVISION-FINAL PLAT J _`.� J N\ \ \ \ I I\ \/ �DL� I I \ / I I \ \ ZI I I ER ESMT \l\ Z - 20'PUBLIC SANIT SS \ .`� \\ w \ e o l I 1 I SEW /I ■ SS o E TQEX.SN SM 101," \\ /Z.,' (/'-- NOTES1. THIS MAP IS NOT FOR RECORDING AND DOES NOT MEET a Z w \\ \ \ ` 1 \ I I� I \ I I \ �! I I J/ SS SE �82.5]' ` � / - / GS-4].30 STANDARDS. J O ,n EX.RIM A < a L EX.INV OUxn2].01' 1.� \1\ \ ��, \\ \ © I \ I `.. SS 0 \ \ /�/ 2. ALL TOPOGRAPHY IS FROM NCDOT LIDAR.ALL LOCATIONS ARE r�^y 0.6 A I I � I 0 CL INV:826.81 \ �\I '7 / p S O �y FROM SURVEY PROVIDED BV FEI.CONTRACTOR TO VERIFY �i PROP.INV ji.vy' / 5P. 1 \ \ \ \ E SSMH-• SS /� O aR OCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION z _ \\ 0. N \ \ I \I - m - EX S-MH-03, I �% \ / - ,< � / P O W tY x xU, N. o I \\ \ \\\\\ , ,I -------1___--------------."-' O 59 AC / / 3. OWS/FC 1///L�iyi// _ c_ \ - \ \\ -/ / , O \* \ °! \ O ` _,., `--'------- ul /- 7/ DL 0 a I :/ ,�' CUOL j/ \/\ STANDARDS AND SPEC F CAE ONS,LATEST ED TIOND C ` O 0 a K �41'�/ I WAY \/\\\. j \ -- - - - - I I DL AC : G 4. CONTRACTOR TO LOCATE EXISTING SANITARY SEWER W �l \ \ \ \ 1.01 AC '` _ V \ `I . II ` $ ✓__ �i \. MANHOLE 101 PRIOR TO BEGINNING CONSTRUCTION. ♦A LO /M V \ N \ / i \ \\ DL DL 0 0.35 AC / ilik �, O/ i / \ • `�.‘ / 5. CONTRACTOR TO ENSURE POSITIVE DRAINAGE FOR < \ \ N. / '� O \ I 0.43 AC % `• / / PROPOSED CLEANOUTS FORALL LOTS. J V \ \ /v q,0/ \ ^ \\l \q I O a / f ���4 � / \ // i/�/// 6. ALL MANHOLES ARE TO BE BUILT TO FINISHED YARD GRADE. J Z \ \ \ N. / / / \I ` N I\ 0.43 AC I l0 ' 1` '// APPRO%E%8"WATERMAIN��� �� 7. ENCROACHMENT AGREEMENTMUSTBE OBTAINED PRIOR TO ` O WORK COMMENCINGINNCDOTRIGHTAF-WAV. / �/�\ \ \ / �g01 EI I� , , 'c - CONTRACTORTOFIELD / (n\ \ \ \ /\ \ I I 1w1 • PROPOSED 10'GRAVEL A' VERIFY LOCATION AND '( / 8. CONTRACTOR TO SETUP MEETINGS)WITH CCUC INSPECTORZO\ / lilla w _--- p --- �• DRIVEWAY LOCATION DEPTH / \ \ ^ \ ■ 1 TO ma /1ttp-- �__) I TO BE ON THE WEST ..(� / / , PRIOR AND DURING CONSTRUCTION PROCESS. \ SPINE GR�/�NITED / / / _-w ' SIDE OF PROPERTY 1'Y w p I 'I'�' 9. ALL SANITARY SEWER MANHOLE RINGS AND COVERS SHALL BE 0 Lid \ \ METHODIST CHURCH4%1 �O �. / \ \ PIN:6804-23-8412 �/� \ \ J �I t\ _ ,�_ � �-ip CULVERT 18'RCP rt-Q`-_ --I- 7 / / TVPE'2'.SEE DETAIL SHEET. H O O • co \ �- / / ` ■�I w '� _ - JONESTO VARE __ ----- \ / / \ \ / - �// / `_` \ ■ ' PUBLIC RNJ S _ -_ _-__ / /,� �- L_ // / ' �` __� --- P.B.38 PG.184_ __ __ _-1-� �1�- f� / z J \Bz� \ / / / / _��w �` / _--__- -- J`u- u n �' EX.SSMH 100 1``G p / O _ �- `- ~-------- -� f_ ` INV IN 82fi.36'(DROP)(S) 7 i/ /� / \ \ �/ / -- -�-` - _ -li - RIM 832.36' \ --/ - \ INV IN 824.76' / \ - �--rr \/ ___-- _-_ c -II- -II-_ __ il `- '- �- �\ INV OUT 824.66' `Ps / ,i III �� \ � � � .s� / o�_2 • '�-'--X ---_� OA /- ---- / 7 \ ` / I W �S o �830 � _?--_J-= 1=1�. 0 Zm�l_[I /� \ � ` �` \ � �. / / / UZ?Nx 1 - - \ l / / � �\\\� jam\ / / (n ao8 -J - - - - / I / / \ate �� / / / -0+50 0+50 1+50 z0 z 1 840 o a 8 W i mso i MIN.12"OF COVER, ,,i c j r^'-D DRAWN BY: ADY/TS RCP IV CHECKED BY:BN �^0.]5% DATE:09/20/2023 830 - 3EE 18, PROJECT NO.:16032.011 -�, @ass% REF.NO.:- 2'SEPARATION SCALE: 1"=40' : EA •9= ,co MDsrp_ _ . +uT\L ITY p o '� 'm Yi 820 SCALE 1"=40' SHEET BEFORE YOU DIOI CONTACTONWCALL CENTER 40 0 20 40 60 160 M = MN - \ 2 0 F 2