HomeMy WebLinkAboutSID 598 & 607 CITY OF BOZEMAN
BOZEMAN , MONTANA
PLANS FOR
STREET IMPROVEMENTS
SPECIAL IMPROVEMENT DISTRICT NUMBERS 598 & 607
INDEX OF SHEETS
COVER SHEET I
5.1.D. df 607 Pt AN AND PROFILE Mc CHESNEY ROf OS 2
S I D !F 598 PLAN AND PROFILE WHEAT ROADS 3
PREPARED BY PROJECT NUMBER SET NUMBER APPROVED BY _
MORRISON - MAIERLE, INC. 417-09-01-46 CITY OF BOZEMAN
CONSULTING ENGINEERS
MAYOR
BOZEMAN MONTANA
CITY ENGINEER
II
III _
TBM•k l BENCHMARK$ 0 ELEV 4705.59 5.00 G/LKERSON OR
h'M 4�1 f GRIFFIN -. _ - -- -
; 4705.59 Nai/in pose NE Corner a'Meodav Lone B Griffin Or �
(Post closest to Gardner Send B Grove/moil boa) GRII'F/N DRIVE END CURB & R/W LINE O
BMa<5 4709.00 20d Nall In power pok 30"NW Of Int. Nik/es Or B County Rood Ne7°l1d'22"E
CONT/NUE SURFACING TO
8M>46 472389 Prop. of Wheal Subdivision 5'+ North of KW. loots Car Cemeley
EDGE OF EXIST OIL
BM�067 4706.07 Top of Robor B Cop Between Front Lot Corner/3 B/4 Mc CAeaney
I BM;FB 470733 R/W P.C.in Lot /4 McChesney p
J
BM;119 4729.87 Steel Pin Near Fence On South Line of Cemetery Approx.A 30 `^ I
'
North of Ste.22 QUO
BM O�)O 4727.34 Telephone Pole 50'+ N.W, of P T Ni*/es Or.of Toe of Fill for eo 3 c°. �^ _
Niphwoy/0 SRT Spike in Pole (North Side) W m Q. h
W Q 4
° Q "� END CURB @ R/W L.INC
WHEAT SUBDIVISION c° N CONT/NUE SURFACING TO
6 CURVE DA TA
F C WuW o v EDGE OF EXIST OIL I
mLw O I I Lu CURVE O
35°55'3/" 36' /3'3/'
r 48.63' 6542'
2 L 94.05' 126 45'
R 150,00' 200.00,
20.083 EM:OF Y 3 li I W o
N/KLES,7R,'VE �� �v o
I a O \ V m I b
0
r8me 7
ELEV.4 0607
Bit Surloce Course _
18.5' -_ /B.S' _ BEGIN CURB RETURN LT B ITT 7.66.3
BiJ. Base Course ErvsJinq MOJ/. Compacted 2 END CURB SURFACING TURNLT B STRAIGHT CURB RT-O.38 5 — -
20'R fTyp.1 Hehine Header
END
TLEV47 c�ACE CONCRETE READER(.SEE DETA/U
I bELEV470733 Crushed Box CourseZf . �
-
5616°4820 g_ -2•/J00 END
r Pre" Grade- Top of CurO E/ev/Typ/ NIKLES DR. R/W
T / F;n;,A.dG,ad. ,\ — --- SECTION A—A
2.55% 2.53%-- ,6ti / o B•05 GIL KE.RSON OR NO SCALE
t \� N "NI 8,05 N/KL ES DR wESr
0'00 N/KLES DR EAST
if
sn rc G.eve. 9a se � J
ti
J" Bituminous surface Course—
\\ R
\ U
ock Coot--- --- -- \
4" Bituminous Bore Course-
2
MC-70 8/luminous Prime Cool 33'
6-2"Minus Crushed Bose Course,Compocled to 95%T-99--- \\ -- - - ------ ----- - - - r
Subgrode,Compacted to 95%7-99-- ------- \
TYPICAL ROADWAY SECTION °
NO SCALE
b
13""Minimum Concre to Reader-
O
C, � O 2� N FfusA w/Pavement Scr'ace
CONCRETE HEADER DETAIL
200' T .. ---- - v, NO SCALE
O PROF'/L F GRADE L JNF -- ! 'v� '� W SCALE HORZ ! l00'
k W O .� w W F �W� ti
47/0 W p Lr I VERT ;O'
U -EXIST GROUND I - V 4O0 f
-
Z % 11 Op �,/00'_ (E' PROFILE GRACE LIME y,_
4700 vv,,, ( r, v ,3 ..� `EX/S7-/,N6 ¢ROUND
°j-
4690 v ppOM� 6/LKERSON DRIVE �N/KLES DRIVEI ROAD /MP T o ROVEMENJ S
0100 00 2.00 3.00 4•CO 5.00 6.00 7.00 e•Oo ° , m CITY OF BOZEMAN MONTANA
a
PLAN AND PROF/LE
N/K ,"OR.WEST'N/KL£S DR1�FAsr MORRISON-MAIERLE, INC.
6.03=10•00 -_-2Igo CONSULTING ENGINEERS
HELENA,BILLINGS,BOZEMAN,KALISPELL,MvNTA NA
h IH
0.00 N/KL ES DR.
58,04.4 GRIFFIN DR
END CURB AT R/W LINE
_ P/oce Thickened End
To Match Exi Grove/ GRIFFIN DRIVE --- --- ---- - - -- L__ --r -
See Oeloi/ a TB_M 06
3 EL EV 4723.89
TB M.iS 0.275 END CURBS _
ELEV470900 I GUTTER P PROP LINE 2
CONTINUE SURFACING BLO NDELL CEME7ER Y�,
3 TO EDGE OF EXIST
o GRAVEL SURFACE R2
Q c WW
a,
O 04 O
BEG/N CLRB RFTURN
PC 2.3?SO
LEFT B RIGHT O
h o WW Z
of
v 04 O
n•B9°/B`40" . Mc ChesneY Property
er/y/
R a 150.00' EL EV 4729 87 N Q
L-253.82
N/KLES_ DRIVE i i - _•_ _ ---� -___—._�+--�
N 88°28'56`E
m
~ MATCN TO EXISTING J PAVEMENT BY OTHERS 37,
C
1 /8.5' 18.5'
O
2' 2,
C
W
f Ekv=
Profile Grade= � Top of Curb E/ev(7yo./
/J d' 2/ F-coshed Grade
/ Top of pavement �// ,e •.:e-..:b -4.:. *.•d: .: .a:
NOTE Nlmman 6"?"At,,-Crushed
FOR BENCHMARK DESCRIPTIONS AND Grove/ Bose
- ppp Plant Nix ELEvAT/oNS SEE SHEET 2
.k Cushion 3"Bituminous Surface Course—
,
Base Tock Cool—
Grove/ - -_
4"Bilum/sous Bose Course --.- - '
MC-70 Bituminous Prime Cool
2 C, 6"2"Minus Crushed Bose Course,Compocled to 95%T-99"Minus Select -
Borrow----Thickened End Shot/Be installed /2"4 -At End of New Povinq Where Subgrode, Compacted to 95%T-99- - -
/nd/coled on Plan B Profile Sheets
TYPICAL ROADWAY SECTION
THICKENED END DETAIL
NO Sr AtF
NO SCALE 3
2W
Lu �
Diu
ma�2 °o
x�oh
1 tk7':'C �I� j SCALE/ HORZ
oY
r,
W ,c ROAD IMPROVEMENTS
- - S. L D. No 598
1 CITY OF 80ZEMAN MONTANA
m
N/KL ES DRIVE R P PLAN AIVO PROF/LE
3
.. 9-19-T 3
a•; s•o; ,, 14goc 15100 MORRISON-MAIERLE, INC.
r, .'• CONSULTING ENGINEERS
-- HELENA,BILLINGS,BOZEMAN,KALISPELL,MONTANA