HomeMy WebLinkAbout007 R2 ROAD BOGERT E-W ALIGNMENT (3) y OF Boz,
V Z onuninuuui
A P P 05 ,Mf D
CONNECT TO EXISTING TRAIL DATE ,
REMOVE EX SIDEWALK WEST OF REMOVE EXISTING ° PROJECT#ENGINF-674 = 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