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HomeMy WebLinkAboutNCC214272_Site Plan or Location Map_20210727REVIEW SITE CONDITIONS WITH ENGINEER PRIOR TO GRADING DIVERSION DITCH INSTALL ADDITIONAL CHECK DAMS / / I 1 w / GATE \ 1 �1 1 \ I RD ^^ _J w X � � PSC#4 - \ \ GRAVEL 667.4' \ _T ROADWAY UT �dtV�[7T\i - - - - - - UT UT C7TV . ------- — UT TERMINATE GRADING AT RR ROW (TYP.) LIMITS MAY BE ADJUSTED FOR PHASE 1 GRADING. FUTURE COORDINATION/PERMITTING WITH RR REQUIRED. J E E E' - - \6 TERMINATE GRADING AT RR ROW (TYP.) LIMITS MAY BE ADJUSTED FOR PHASE 1 GRADING. FUTURE COORDINATION/PERMITTING WITH RR REQUIRED. SITE DATA OWNER PIN:6713-03-01-7990 McMETALS,LLC JUNIOR ORDER HOME ROAD LINWOOD, NC P: 336.476.3646 ENGINEER ALLIED DESIGN, INC. 4720 KESTER MILL ROAD WINSTON-SALEM, NC 27103 P: 336.765.2377 F: 336.760.8886 SURVEYOR ALLIED ASSOCIATES, P.A. 4720 KESTER MILL ROAD WINSTON-SALEM, NC 27103 P: 336.765.2377 F: 336.760.8886 r 1.16\%%1111111 IIIII '%o9F ssRo .'y'� c4 SEAL 023450 = .N % 1� 'fill iJJ J C \ __ - E € G I _------- G \\ G G G G G G- G / /� G GI G 0 G / c)G� �o NC GRID 1 / / i 1 GV Cn N: 732635.. GRAVEL �i'/' i � \ e \ G \ E:1611025 G rev \ \\ N �L \ FROM REF -675 m " G —675 \ m / G\A N J / / G GV G G l G -----------' / �i J` m / / / / / zzzz INV=661.75' GRAVEL --G 67 TOP=668.58' -- 0 1 \ INV=666.16 DI 1 "RCP 1 DI TOP=668.57' / \ �� /� �' \ \ on \\ \ � DI INV=665.98' \1� \ / ' I_NV=660.61' \ 1 \1,\ J A/ i --A/C 12'RCP — \ GRAVEL / ��� TOP`=662,14' (NO GRATE) I \— INV=660.16' I 1\ \ OP=66 .12' \\ /'� INVj663.65' NV=666 87' 12"R! `�_■�/ �' ,INV=663.18' OPEN THROAT m 10 G ENVELOPE 101101/ 1 / 11 co / \ I clog //Co I cCOp � I I 1 // / ' / PIPE SIZE OUTLET NOT UN FNOO D co(O� // I 660 � \ 11 / co J PIV X CONC m ) / / I I TFE=669.40' o I i I \ 1 EXCAVATED MEASURE SHOWN FOR el.j I i ��� REFERENCE TO FINISHED GRADES. 3 \\ CONC / I BUILDING / 21: 1 l a(o / 1 _ � 1 / I \ O F_ S- 8"PVC \ _ 8" PVC WW I I J /TOP=666.58' I INV=661.13' GRADES TO BE FURTHER DEVELOPED \ 0-) 1 1 I I POND / \ SHOWN HERON BY \ rn I o I \ DESIGN DRAWVINGSATHE DESN TO BLEND TO EXISTING DRIVEWAY \ \\ (� 1\ I I I I I I (D\ DRAWINGS S4iOW PUMP STATION WITH PARKING AREAS TO EITHER SIDE \ � .\ � ` \\ I I \ 50"/- gLOSEF4 TO ROAb, EXACT \ \ I I \ LOCATION OF\'SSFM" IA NOT KN�WN ME) I LLI 667.6' \ \ \ \ \\ \\ \\ `\ \\ y (D II I III IS�F 1 I I m \ `\ \ \ \ \ \ \ �z� L I I IE E I E I M� _ 1 I \ \ \ \ \ \ \ m w I 'z I I I I ��— E 1-- E E �— Er - E E ` E \ E ` \ E\ \ \ 1 I I I I 1 -SSFM I IA/G WATER I / \ \ \ \ \ \ E E E E E E E E r \ VAULT / \ \ 6'6� \ \ \ \ \ \ , \ I I I 1 111 11 I 4 PVC �SSFM� _ I S I I SFlli,� // WV \ I \ 668.5' \ \ 1 \ \ END NOT Div - uTIJTV - a -------------/ RAN - u= TV�-�UTVUVV�T-_ uUTUV LIT VU-v �- - I— UTV -UTVT UUT �lUITV - _ INV=652.24' UTV �U�T UT - UTV — RESTRICTIONS WITHIN THE TRANSMISSION EASEMENT AND/OR RIGHT-OF-WAY. • NO STRUCTURES • NO MOUNDING OR STOCKPILING ANY MATERIAL • NO GRADING THAT IS CLOSER THAN 25 FEET TO TRANSMISSION POLES, TOWERS, GUYS AND ANCHORS AND/OR SLOPES GREATER THAN 4:1 NO MATTER WHERE LOCATED OR THAT OTHERWISE CHANGE CLEARANCES OR TOPOGRAPHY. FOUND -OH _ I O` \ )HUoHU� UT= --SOH OHJT_ --oN-U - - - - `U1'� O ` -- - - _ - - - — H�Q-_UTU EP b1TT-_OHU-=OHU WV —L T� T_� \ / // / - - OHU o UT WV I` UT-L_ \—r -- - `'\\S� NISI GRAPHIC SCALE 40 0 20 40 60 160 ( IN FEET ) 1 inch = 40 ft. M 0 c� Z r- N w i z J U 0 U E Q 0T_ O O o r r N w w(o°O-6 Z J I- O Q _ (o w U) (o r- a)w = 70 0 w U)ZMj � ,a) Y� ��� c _ N Z 0 XCo Q FIRM LICENSE C-1891 N N N l�- M M a 0 tl- z /) N O A a� U O N l�- U F- w _ F- w O w F- U w F_ U Q (0 w U w Q J U Q J w 0 U z Ir w a 0 w w O (n N N w`� O Q N � n Cy) v �O� Z w�N i� LiJ C C 0 �. -06 I—U 5C z_ Q U �Z �7 J L< C C � re) *R N J JOB DATE DRAWN SHEET C4.1 FINAL GRADING PLAN