HomeMy WebLinkAboutHighland Boulevard - 1987 i
E'M
u //t PROJECT 4N ST,
/ LOCATION
/ SAWCUT 8 REMOVE EXISTING
' EXIST. DRAIN INLET \ ASPHALT SURFACE 8 BASE COURSES
TO BE RELOCATED Q�vQ. �/ TO PROVIDE A MINIMUM 10 WIDTH
AS SHOWN n^\ V /•\ OF NEW PAVING ADJACENT TO
/ ,.-r`V� I j PROPOSED CURB 8 GUTTER'o I
EXIST. CURB 8 GUTTER
EXIST. 12"RCPnv
G VICINITY MAP
No Scale
10*50
S TA. II+62.73 = P.T. STA. 10+00 = P.C.
/ 3
END CONSTRUCTION 11,50 ` _ — ! �� _ _ ` BEGIN CONSTRUCTION q
POWER POLE �• "—_ T.5'
/ / / i•^. l To be relocated(by others) 10*00 \ SAWCUT a REMOVE
TEL CLOSURE))) `•_ _•_ ` ` EXISTING CURB MIN.WIDTH PRIOR
15 i PROPOSED CURB a GUTTER TO BE REMOVED
VARIES TO PAVING
A EX. GRATE ELEV. = 02.96 i sllcu7 2-+ VARIESUO MIN
a EX. 12" INV. = 00.30 A,p
-2%-� VARIES I�%MIN.) _---
' PROP. GRATE ELEV. = 02.90
R.p\ `F\`1
EXTEND EXIST. 12 RCP PROP. 12" INV. = 00.30 a 31
WITH NEW 12 RCP 8
RECONNECT WITH NOTES: CONTRACTOR SHALL OBLITERATE 3"ASPHALT CONCRETE SURFACE
DRAIN INLET EXISTING DOUBLE YELLOW CENTERLINE 3"ASPHALT CONCRETE BASE
B.M. 4814.53 STRIPING 8 RESTRIPE WITH NEW 8"-11/2"MINUS GRAVEL BASE
DOUBLE YELLOW LINES CENTERED
SPIKE IN POWER POLE 14' FROM THE PROPOSED EAST BACK
PROPOSED BACK OF CURB DATA OF CURB.
TYPICAL SECTION
R = 286.00
CONTRACTOR TO FIELD VERIFY ALL
4 32°36'00" UTILITIES PRIOR TO EXCAVATION. NO SCALE
L = 162.73
T = 83.63 —'—-—• A.P. =AERIAL POWER
———— T.U.G.= TELEPHONE UNDERGROUND
SCALE: I" = 10' HOR.
I" = I' VERT.
Imo- 65' V.C. I I� - 100' V.C.
4805 4805
00�_
EXIST T.O.C.�_ _ — — _ - — —
4804 _ —
_ 4804
PROPOSED TOP OF CURB
4803 _'
4803
m v
o m o 0
1� I,,
H1 !V N ISO rV (i
_ O
M Q O O O V N +I
O In II,,��yy n`n`TT
`o o� N a o L' o 0 C) v iI's CO{W 1�TO
0
+U IO W H: u V F O ♦ m +3 a:q n o0 0 C,U
Q
a +
H a R N
lo
� o
w~ on w a y 1987 STREET IMPROVEMENTS
N
HIGHLAND BLVD.
a:aa
DESIGN
CD TTATTT
O CDDRAWNED ASK— SCHEDULE M RE VET DATE
Ir�i a N v CHECKED PJF STREET RADIUS GRANGE
N O A < 2 DATE 6/22/8T
Z O U O O O O
� II II II II U
2 F O O O O O w
CITY OF BOZEMAN
w IIF � � m
11+50 11+00 10+50 10+00 ENGINEERING DEPARTMENT