Loading...
HomeMy WebLinkAboutR-3829040 0 Y z 8 0 z r;j O W W WLd o � a In v=i `L -i V (D LJ Q V) F— ry <C n ry .Q Q n -1 C E N a � CD Q O E z (�'� o� 4.44 U)c- a -Y-- %-0 0-0 -� Z Z V zW .5 N .N Uz _0 W :3 n N .12 sll c E U z V 0O N W -1 C E N a � CD GRADING AN N RIM=40.83 CB SOLID LID --- �\ 8" D.I. I.E. E=38.36 I RIM=42.01' 8'`D.I. I.E. NW=38.45' I.E. �., 6 PVC .E. � 1 I 24" JPVC I.E. S=29.83' , LOT LIGH \ 1 -- ----------+---- x x x x —T-1 x r — ---WNC ET W ` CONC RET CB D LID .r --' •..- YIIA L'' � RIM=4 1' 7C a u _ x rr 12" ADS I.E. E=36 91as 12 D.I. I.E. S=36.91 X 39.17 -- --- ----- - - =�=--n 1 D.I. CULV x x x -- -%- x 73 37 18" D.I. CULV I. N=37.46' X I.E. N=37.4fi' ��LOT� CO LOT LIG �� E s' CEDAR ® � \ I 01 1 L i X 31L63 ' `42"t.-I. , � Q.1. CULV �• ,, I.E: - 7.74 Xm- X� 37 Know what's below, �� �� 1 STC�FMrMIATO PCS Call before you dig.\ / AICD CONMMCM VEnJWX 39.27 f MONIT06 w'LL X371n ONITOR ...- "'T 1r- _-_-- I II I //� --- ------ _j 1 ! � � jI• � I�0 I -J M I IMI I I -'N SNI CELL 1 I J I 1 N N I II: IM . m to I I a-, M¢ I I I I ISI I I 25A ',"£ `�'•��/D 92 MATCH LINE SEE GR ADING DETAIL SCALE: 1"=10' HORIZONTAL / / / / / / / / / / / / / / I 0 �- N ~ W Uj v Uj VV) U Z U04 0 m "e Uj D a D � W � Z 5 p 0 W Q Ir E z (�'� / s J cn U ®Z Z j -� Z Z V zW .5 N .N Uz N .12 sll MH RI =41.71' U z V 0O N W wN Q w N 00 W J U UCN to� Y Y :) 0 tL p- 0 W I 5E) d in 3: N z t`• U I I i W cn Ln Ln IE =37.91 (12" �) W W 0 m Y .._. r 1 Y Y Cts J X -' --------- - LO LO 1.0o � U Q O WATER rn ti N JE c � l� Q ` ` ` o SO s N = ---------,� to to q- y _ m CB STD GRATE lui �Y oY o IBOX ,yWo WW z v0 -i o W o v a a I I v=i !y IE =38.81 (6- N) 1, IE =38.91 (6 W) ry rh iM n X4tt Ih 1 �- lilt --------------- --------------%E CL) t' Q 0 X - -----t t U SPEE BUMP V) Li ly # X11 F - 1. Q 'J7 ; k �U I o rn IN - - 0 3 r4 t 1 0 1, M 1 r# ,p 1 •CAUTION!!! N 1k OVr RHEAD UTILITIES m 0 0-4N t�D E v 0 cn 3 0 I O cn L N W ry a� a� c v co LO N 0 0 0 N o 71 LZ GRADING AN N RIM=40.83 CB SOLID LID --- �\ 8" D.I. I.E. E=38.36 I RIM=42.01' 8'`D.I. I.E. NW=38.45' I.E. �., 6 PVC .E. � 1 I 24" JPVC I.E. S=29.83' , LOT LIGH \ 1 -- ----------+---- x x x x —T-1 x r — ---WNC ET W ` CONC RET CB D LID .r --' •..- YIIA L'' � RIM=4 1' 7C a u _ x rr 12" ADS I.E. E=36 91as 12 D.I. I.E. S=36.91 X 39.17 -- --- ----- - - =�=--n 1 D.I. CULV x x x -- -%- x 73 37 18" D.I. CULV I. N=37.46' X I.E. N=37.4fi' ��LOT� CO LOT LIG �� E s' CEDAR ® � \ I 01 1 L i X 31L63 ' `42"t.-I. , � Q.1. CULV �• ,, I.E: - 7.74 Xm- X� 37 Know what's below, �� �� 1 STC�FMrMIATO PCS Call before you dig.\ / AICD CONMMCM VEnJWX 39.27 f MONIT06 w'LL X371n ONITOR ...- "'T 1r- _-_-- I II I //� --- ------ _j 1 ! � � jI• � I�0 I -J M I IMI I I -'N SNI CELL 1 I J I 1 N N I II: IM . m to I I a-, M¢ I I I I ISI I I 25A ',"£ `�'•��/D 92 MATCH LINE SEE GR ADING DETAIL SCALE: 1"=10' HORIZONTAL / / / / / / / / / / / / / / I 0 �- N ~ W Uj v Uj VV) U Z U04 0 m "e Uj D a D � W � Z 5 p 0 W Q ,# r 14 1 r r 1 I# ' MATCHI EX. GRADES AT SA CUT LINE r# 1 �# r t# r r# r POWER VAULT i CBS RIM 11 t ! NC I.E.3�►�# )NC I.E. S %48�/ ', n !4i , s1 k! 41CL h P I 1 X ,31 1 2 ti 9 a I# M T � ;4 61 70 04 UND BAR/CAP , g (AAY 14) 09 1 443° MATCH LINE SEE SET C3 1' 6' SIDEWALK 1' a 4' CONCRETE �EX. GROUND 4" CRUSHED SURFACING (5/8" MINUS) OR BANKRUN GRAVEL COMPACTED AT 95% SIDEWALK SECTION NOT TO SCALE Ol TRANSITION TO FULL HEIGHT CURB IN 5' QSIDEWALK TO BE FLUSH WITH ASPHALT O3 SINGLE DIRECTION CURB RAMP. END CURB/SIDEWALK TRANSITION TO FLUSH SIDEWALK. O4 SLOPE SIDEWALK TOWARDS RAIN GARDEN By: By: By: By: ION Dote: Dote: Dote Dote 11 r.I �Okl GUY oj wAsy� cn z 38950 0 1 S T t�� IONA L 6/19/2015 Ir E z (�'� / H cn U ®Z Z j U Q 0 ° V zW .5 N .N Uz N .12 sll MH RI =41.71' - r wN Q w N 00 z Z CD UCN to� Y Y U I I 5E) d in 3: N Ln N z CaZ �F— Ln Ln IE =37.91 (12" �) W W 0 m Y .._. r 1 Y Y Cts J -' --------- - LO LO 1.0o � U Q O WATER rn N N JE c � l� MANHOLE ` ` ` o SO s N = ---------,� to to q- ° TEL. �� CB STD GRATE z IBOX ;" RIM=41.16' !y IE =38.81 (6- N) 1, IE =38.91 (6 W) rh iM X4tt Ih 1 �- lilt --------------- --------------%E t' X - -----t t SPEE BUMP ly # X11 1. 'J7 ; k �U I IN - - 3 r4 t 1 1, M 1 r# ,p 1 •CAUTION!!! N 1k OVr RHEAD UTILITIES ,# r 14 1 r r 1 I# ' MATCHI EX. GRADES AT SA CUT LINE r# 1 �# r t# r r# r POWER VAULT i CBS RIM 11 t ! NC I.E.3�►�# )NC I.E. S %48�/ ', n !4i , s1 k! 41CL h P I 1 X ,31 1 2 ti 9 a I# M T � ;4 61 70 04 UND BAR/CAP , g (AAY 14) 09 1 443° MATCH LINE SEE SET C3 1' 6' SIDEWALK 1' a 4' CONCRETE �EX. GROUND 4" CRUSHED SURFACING (5/8" MINUS) OR BANKRUN GRAVEL COMPACTED AT 95% SIDEWALK SECTION NOT TO SCALE Ol TRANSITION TO FULL HEIGHT CURB IN 5' QSIDEWALK TO BE FLUSH WITH ASPHALT O3 SINGLE DIRECTION CURB RAMP. END CURB/SIDEWALK TRANSITION TO FLUSH SIDEWALK. O4 SLOPE SIDEWALK TOWARDS RAIN GARDEN By: By: By: By: ION Dote: Dote: Dote Dote 11 r.I �Okl GUY oj wAsy� cn z 38950 0 1 S T t�� IONA L 6/19/2015 E z (�'� (n C; U H cn U ®Z Z j U Q 0 ° V zW .5 N .N Uz N a � sll Y r wN Q N M N N 00 z Z = E z (�'� (n C; U H cn U ®Z Z j O V) zW .5 N w N a � Z Y w wN Q N M N N 00 z Z CD UCN to� m Z� Z I I w LZ d in 3: N Ln N z CaZ �F— Ln Ln W W 00 LLJ > > Y .._. U to �(i s J D � U Q O = E z (�'� (n C; U H cn U ®Z Z j O V) zW .5 N w Q a � Z w wN Q N M N N 00 z Z CD UCN to� m Z� Z I I w LZ d in 3: N Ln N z CaZ �F— Ln Ln W W 00 LLJ > > Y .._. U to �(i s J z Oil:, Z W k v �► l� Gp�J cn D n 0 CD C7 Cn • z s c z z F1, cn 0 D 0 cn E z (�'� �- = 0 ° N cn U cn D n 0 CD C7 Cn • z s c z z F1, cn 0 D 0 cn z o. ®Z z 0 0 c ri m n- CD m c m �0 m m 7 0 D cn D n 0 CD C7 Cn • z s c z z F1, cn 0 D 0 cn D 0 0 0 T m CD c �0 �c 7