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HomeMy WebLinkAboutDriveway Plan & ProfileLEGEND LOT LINE BUILDING SETBACK EASEMENT EXISTING 1' MINOR CONTOUR EXISTING 5' MAJOR CONTOURS PROPOSED 1' MINOR CONTOURS (631) PROPOSED 5' MAJOR CONTOUR LI U LL W Z } >ia1 00 hi �Oz,.� HC) I' Q02D �� CO o z°ars P"-' 1w >- OO CSI 2 QUTw Z° CSI Z °gyp 2-.2 o T 6 Dir° :ICC O ° WOOZ ° CO O DEr�x --I LLI ' 4 Ca 0 > (.9 Qv co0 `�w<w O d w� 0 R RETAINING WALL EXISTING ASPHALT PROPOSED GRAVEL DRIVEWAY SPOT ELEVATION (ADD 6300') SLOPE :<f.2^.;,:r.::`::?::::'i:':::Nyv:.;;:at!:.;'lati {; ,.:}}• :.X.; vf•{r v ir.@:b'.}. wy.:P;r{ +f..: .:,i..... ? L \..n:; .i}'>.?..� .::.:.'.�. �'�:)2y.. :.�f.0?.'•i'iii?>'•:� `ni}:: is N`.'n,'CY.':.1:.2•.a :{i.��•a. r$. �..t i.�• •{l?::'�(iY.r Y• ::i ��ra��,p,�,p r: ` . •ri`a: DETENTION P 18' GR ND ADS N— TE OVERFL OUT=6363. IFICE FL=636 (SEE DETAIL S GRAPHIC SCALE PLAN VIEW - DRIVEWAY STA: 1+00 - 4+06.81 LOW POINT ELEV = 6369.64 LOW POINT STA = 1+53.06 PVI STA = 1+66 PVI ELEV = 6368.69 A.D. = 8.10 K = 12.35 PVI STA = 2+50 PVI ELEV = 6372.97 A.D. = —3.10 K = 16.15 PVI STA = 3+15 PVI ELEV = 6374.27 A.D. = 3.40 I� 14.71 2' SHOULDER 8' LANE LANE 50.0000' VC 50.0000' VC 100.0000' VC 3% SLOPE 3% SLOPE 2' SHOULDER 3% SLOPE 0 N c0 PROPOSED GRADE 6" CLASS 6 AGGREGATE BASE 12" CLASS 2 AGGREGATE BASE `—COURSE COMPACTED TO 95% COURSE COMPACTED TO 95% STANDARD PROCTOR STANDARD PROCTOR NOTE: TOPSOIL TO BE STRIPPED AND SUBGRADE SCARIFIED AND RECOMPACTTO TO A MINIMUM DEPTH OF 12" TO 95% STANDARD PROCTOR TYPICAL SEN 1 PRIMATIVE DRIVEWAY COSSSECTION N. T.S. 12"0 CMP CULVERT 18"� CMP CULVERT INV. © CL=6378.22' INV. ® 6362.35' ,,,,,,,IIIIII.,..111111111111111111111111111111111111111111111111/11J.H.1 .1.1YNNilh,q.I.'1 W DATUM ELEV 6350.00 HORIZONTAL: 1 "=20' VERTICAL: 1"=10' EXISTING ELEVATION PROPOSED ELEVATION 1+00 2+00 3+00 4+00 PROFILE VIEW - DRIVEWAY STA: 1+00 - 4+06.81 2161813