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HomeMy WebLinkAbout007 R2 ROAD BOGERT E-W ALIGNMENT y OF Boz, V Z onuninuuui A P P 06 ,Mf D CONNECT TO EXISTING TRAIL DATE , REMOVE EX SIDEWALK WEST OF REMOVE EXISTING PROJECT#ENGINF-732 = KELLEN M. 8'WIDE TRAIL REMOVE EXISTING BOLLARDS BOZEMAN" =b No.40 RADT THE PEDESTRIAN RAMP SEE DETAIL 02529-18,SHEET D1 TYP.OF 63 STEEL GATE GAMRADT 7 STA 4+32 N� o� 5'WIDE PED RAMP PER COB MATCH EXISTING CURB or orate STD DWG 02529-8 CP#3 h ••••,�0�0mm...... oo #4 `"n. CP 2- DRAWN BY:KAd .'r::`y'e / °j- �• - {829.13 STA 1+24 3 CHECKED BY: ' 4829. F a N W APPROVED BY: 4829 94 Adam I FG "' I FG FG a -- Scale: 1 20 DATE:03/07/2023 RESIDENTIAL DRIVEWAY PER FG o 10 20 ao COB STD DWG 02529-11 _ - - _- - - 4830.07 BOGERT PLAC ---- -- --- ---- - - -�- INSTALL 14'GATE AT 0+00 FG 1 1+ 2+00 / 3+00 a+Do 4B29.E6 a+5o =N F THROAT OF APPROACH 4829.90 - � o 4a1o.1a I rl Fc oaxi49 ¢ SEE DETAIL,SHEET D2 MATCH EXISTING FG FG FG I ! Fc VALLEY GUTTER w w - w ----W w-----w w-- - 0 -- -STA1+16 f r1 W � _ ' " u STA 4+28 (y' 4832 48 INSTALL 30 LF 4 SCH.40 PVC UTILITY CONDUIT MARK G 4830.06 I ENDS WITH#4 REBAR FG PIED RAMP PER COB STD DWG 02529-8 RESIDENTIAL D EWAY PER STA 4+31 w MATCH EXISTING CURB vc EXCLUDE WEST RAMP COB STD DW 02529-11 3 z RESIDENTIAL DRIVEWAY PER COB STD DWG 02529-11 REMOVE AND REPLACE RESIDENTIAL DRIVEWAY PER M N MATCH LINE, SEE SHEET R1 EXISTING SIDEWALK COB STD DWG 02529-11 m 0 WF � N � TOP BACK OF CURB LEFT N w i E- HORIZ.SCALE:1"=20' VERT.SCALE:1"=2' a o 10 w Q 0. 6 z Z 4836 ZZ 4836 a w 0 GRAD BREA STA 0+31.0 ELEV 4830.40 N I�-1 C7 p to GRADE BREAK STA=0+38.0 G1 LADEB EAK S A=3+1.00 G1 ADEB EAK S A=4+2.00 w Pi N ELEV 4830.30 ELE =483.620 ELE =482.920 4834 o p o W N 4834 GRA EBR KST =4+0800 WGRADE REAK TA 4 18.00 GRAD BREA STA=1+23.0 I�I�-II z z ELEV 4829.40 EL V=48 9.590 ELEV 4829. 0 x = G DEB EAK A=4 1.00 0. U 4832 ~ ELE =48 .94014832 1� b`Vb G DE REAK TA=1 16.00 GRAD BREA STA 1+24.0 (�" J"" EL =48 9.610 ELEV 4829.004830 -0.7 0Q - % \ 4830 -.00% -2 00% C�� 1.40% 4828 EXISTING RADE N 0 aaza 4827 AT GENTE RLINE W 4827 �O �� tN00 nOOi NO ON NV [aO O VM NW V O�W O NW AO �� n0N Wn WV .?2 ON ON �M O'n �� MO �� �h Nv tOOM �N OV O MOOi N� Om WN N !�� 01 V O vn VO VYJ VYJ VY1 V O VO Nn V O T l�Oni N V l7V N V Y) O nv V V O 01 O r Oi N Oi0 C N tO+J Oi Oi Oi ni 'Oi Oi Oi Oi ni Oi N Oi Oi ni Oi Oi Oi Oi Oi 1 1 I m 1 Oi Oi Oi0 OiG OiG Oi G N O N O N O O N O N O N O N O N O N O N O N O N O N N N m M N N ni Oi N N a N NM NO t+J NN NN NN NN NN NON N NN NN NN NON NN NN NN mN NM N NM Nfn m�+J rl M N N NN (O�OI a a av ve ve ae ae ve ve va va va va ve va va av va vv va av as as as ve va ve ve va vv va vv va ve ve ve ve va va ve va vv a 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 H TOP BACK OF CURB RIGHT Z W W HORIZ.SCALE:1"=20' Q W Z VERT.SCALE:1"=2' ® z E- > CJ 4836 4836 rT, N GRA E BREAK STA 0+45.0 a ELEV=4830 440 z H ~ ply O GRADE BREAK ETA=0 1.00 GRAD BRE K STA 1+16.0 GRADE BR AK ST =3+31 00 G DE BREAK STA=4+31.00 N r7"' 4834 < E EV=4 30.310 ELEV 4829.70 ELEV 4830.20 ELEV 4830.00 O N 4834 Q E- G DEB EAK STA=0+0.00 EL V=48 0.170Li O W Z J 4832 = 4832 C� a 53% 4830 _ W 4830 -2.171 Z_ aaza aaza E ISTIN 3 G DE rn to T CE TERL NE 14X1 z SHEET No. 7 4827 4827 m� unto "N v>o v:n v m vv I non m< m N� mn ;nN n ai°o mo m� w°' ` v oN "Ln o o,��n v,�< M� nn �n u'oi'o oniM NN cN mN n ,=�n ;n v,m v,�o v�n a v, v,in v,�o v,�o v,n in n m v,m m r`rn o �n ry v, v, �n v�n ;n,o m v, v,v v,�n N N N O NM NM NN NN NN NN WN NN NN NN N°' -N N NN NN NM NM NM NM MM MM MM O IW1 quo �� �o �g MM �� �� No o,�I I 1.1 MM NM N W N N N N N W M M M O O O O Iv MO MN o20 MO OO O MO Vv vv OO O OO MO o2N O MN MO OJO MO W. W. W. O _ W. MO OO W. oJN MO MO OO MO OJN OJN OJN MO M v v v V v V v V v v v V v v v V v V v V v V v V v v V V v V V V v v v V v v v V v v v V v v v v v v v V v v v v V v v v V v v V v v v v v v V v v v v v v v v v v v R2 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 OF 10