HomeMy WebLinkAboutSID 487 & 488 JI 7
LEGEND
.01 qpr'4c,, rt
Nerr Combined Curb a Gutter
Ne Co,,lcrelft Akev Avon
Tilm M:r- Ettisting Cone-fits Curb
Eitishng Asphaltic Pavement
Existing Walk
Existing Sonliary Sewer
$SA--
T T FS'SI'fig Water MCI" —WJLL—
E a i sim III Gas Main G,
E a-S1,09 Slo,m Dro-n _SD"'
Egisl,ng
CII . Culv*rl
RFF1
[KSlinq Manhole
New Utility times on other ivwprowermqfmt shtels
New UlAilly Lines
tl� � III I v
New Womhole 0
L
YJ M New -Ale%
liydroni
II T Power Pole
7u Lj Steel Sign
1_FnF_rTL to 1�71_ 0
-w Tree
Hedge
M Wire I�v-cte
-S-I D.488 Wooden Fence
LM�— Centert-1,
L-1 �I - • I - t:_1 If Monument
Uhdrig,ovnd Te,ephorie Cotj#
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GENERAL NOTES
1
1"'I'Vis Aim HUI ri
"I II Sl,eei imersecl.ons curb radii shall be 15'.
Lu All alley tod-i shall be 5 112'.
1 2)
Alley aprons%a be constructed'a b0cli edge of
!,de"olli line at one toot train the properly tire.
1 f I 31 T"e eiLoci localion of o)-isling lilihiles Is to be
deler—tied I,the field ty the Contractor
The owrtet assumes no responsibilitv as lathe
accufocy of the locations shown
SI-D 467 41 All powet,felepherie and other util-ty poles
a,guys wh,Eh villerfere with the cQn10rvcl;on
)
shall be removed or reloColtd 15yoffiers.
HE— 5j Trie exr.c I site and number of trees to be
:91
l 1 -11
removed;
"owed sho-1 be determined do the time of
C 00141ruction
F�F
DRAWINGS IN THIS FOLIO HAVE BEEN
REDUCED TO ONE—HALF THE ORIGINAL
SCALE.
UPI
gcvlsloNs
-&,nr 1968 THOMAS, DEAN S. HOSKINS INC SID LOCATION MAP
BOZEMAN, MONTANA
ill/ky 22 r.0I%I6UL1`0kNT':t GFI FALLS MONTANA � LEGEND & GENERAL NOTES
Parkway TyPica/ Expansion
area to ✓oint Location
uniform/y
graded Wa/k sha//be remooederep/aced
� Ias directed by Me engineer /D' 6
r Tapper 9u}ter to }op of curb (Hardwood rai/guard
_-- rto beP/aced byo}hers
Face of curb to}op
77
/5 PBdiu , m i
' Stre e t sign /o -
-
I S Concrete we/k �� Ex nsion oint° ° " yBot>om ofcurb L ° Gloss tie Existing rai/9uard�
1 nd of curb
y Crushed grave/subbase �andpavement
j Tang en}Point RAILROAD CROSSING DETAIL
h -Typlcol /n/et Loco/ion
.a S � SO'Maximum
,
New Concrete 44'Wid}h use 7""Parabolic Crown
Curb¢Gu}ter 2S.Width use S Parabo/ic Crown
Typical Expansion -� moo"
✓oint Locations
/i Aspha/}ic Concrete Surface Course
TYPICAL INTERSECTION LAYOUT / t2;4spha/f,c Concrete Binder Course
�' r-3"As1,17a/}1c Concre}e Base Course
,9"Qiameterref,'ector I°�o.o..� o °,^a °° °o. o °° ° v ° v •° °°° '° �° ° °oo .° o,o o�' =_O
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N for barrier pos/s \\ry radeushed Gravel Subbase Courser
ourse D
TYPICAL SECTION, NEW CONSTRUCTION
ASPHALTIC BASE, S.I.D. 487
,J
i 8 O"_ 37-0"Width use 7"Parabolic Crown l/aries S"O"
124"As
p 1 4sha/tt c e cCorncrete B Wider Course - - t
R.0-/ Tack coat I
/ �MC / Prime cots
I
h� wrapped with /S
1 wirecm 3 Crushed Grave/Base Course
l S'
e � ��o ZL Z
���P• , � �' , 24"Concrete
oe o 0 0
0 Curb fi Gutter
1 1 Concrete m posts
shs//be C/ass D /2'0-41shed Gravel Subbase Course /
strength oregua/ '�ubgrode ;,
BARRIER POST TYPICAL SECTION, NEW CONSTRUCTION
TYPICAL DETAIL CRUSHED GRAVEL BASE, S.I.D. 488
New Cdnc,Pte Curb
'--New concrete curb f'yutter ! I I E Gutter
III 11 I -J New Aspha/tic Pa<ement ,I {
x
New Aspha/fic f'avernent -Cbnc walk { -,eel? L existing concrete curb
Eemo've east ng ssyhHhty ` Existing concrete curb
- - ---- - _ -f.. - - /: r-•newts p�(t OPaQ
use ih p/ace
wily
- /
approximate/y f/iese
',Perricve existing �spha�t,,e�oavement ,� � C �' {/units � C
f'rep/ace with new as/�ha/t c paverrle�t
.to apProximofe/y these../i nits, L _1 -
'/sting Aspha/tic Pavemer�t
0 New
Stdr Oran Maijho% "
. rY�
INTERSECTION RECONSTRUCTION
E%Y1st1129 c�spha/tic Pavement
INTERSECTION RECONSTRUCTION S.I.D. 488
S.I.D. 487
REVISIONS 6!p THOMAS, DEAN & HOSKINS INC. S.I.D. 487&488 PAVING SECTIONS & SPECIAL DETAILS 8 SHEET NO
BY DATE DESCR. __ -._ DATE`June /968 DRAWN-. G'/� - - JOB NO -�JC.J -
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REVISIONS. I� eeAA U THOMAS. DEAN & HOSKINS INC. S.I.D. 487 SOUTH SEVENTH AVENUE Q SHEET nO
er- r. DAZE ,/?�DEscR "b - •i.4�-r DA- .'ve /968 DRAWN G//. IDBNU. Sii-68 _
- DATE DESCR DESIGNED wFu P 9 ND 87 BOZEMAN, MONTANA PAVING 3
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REVISIONS G. 4/ SII-69 THOMAS, DEAN & HOSKINS INC. S.1.D. 487 SOUTH SEVENTH AVENUE
May /968 V(
Y DATE - --5� c�DESCR. �L+ (-Lrl1� DATE DRAWN _ JOB ND.
DESIGNED cv Fu F.B.NO. BOZEMAN, MONTANA PAVING SHEETS
v onre oast R. _(- 1�(/1�(, B7 ENGINEERING CONSULTANTS GREAT FALLS. MONTANA
GATE DESCR. SCALE �„-✓O - APPROVED ✓V�✓✓ . FILE ND.
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REVISIONS Ma /968 THOMAS, DEAN & HOSKINS INC.
y ° OF NO 87 KAGY BOULEVARD 5
RV . DATE _ _ DESCR. - °ATE FAWN G./-/ S//-68 S.I.D. pqV I N G
er DATE DESCR. APPROVED
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REVISIONS Z /
DESCR.. � - DATE May /966 DRAWN G.H Jos No., .Si/-68 THOMAS, DEAN & HOSKINS INC. S.I,D. 487 SOUTH SEVENTH AVENUE AND 8 SHEET No.
DATE DESCR DESIGNED W/CC.u F R NO. 97
CIATE
DESCR SCALE i"=SO' AFFFI-ED WWQ - FILE NO, ENGINEERING CONSULTANTS GREAT FALLS. MONTANA BOZEMAN, MONTANA F KAGY BOULEVARD STORM DRAINS 6
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REVISIONS
DATE DESCR DATE✓une /968 DR.wN I^G/H ,Da No S//-6B A DEAN & HOSKINS INC.
S.I, D. 488 SOUTH WALLACE AND SHEET NO.
+t 'AT: DESCR. DE5IGNED YY WD F R.NO. By
w-F(/ ENGINEERING CONSULTANTS GREAT FALLS, MONTANA BOZ EMAN, MONTANA EAST BABCOCK PAVING SNEET4
DATE DESCR GALE ApPROV EO FILE NO. I
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REVISIONS
D— - DESCR. -_ -. GATE Ju/7e /96B DPAWN KDB. ,OR N,>. S"//-68 THOMAS, DEAN & HOSKINS INC. S.I.D. 488 A SHEET NO.
oA,E �ESCP F 6 N., 89 SOUTH WALLACE AND EAST BABCOCK /vim
APPROVE wwo BOZ E MAN,MONTANA 8
oaTE DESCP scAEE, /'-`-�0/ APPROVED W w0 ENGINEERING CONSULTANTS GREAT FALLS. MONTANA STORM DRAINS FILE N
SHEETS
\��(`\y` LEGEND
r I
r = H Guitar
I u New Combined Curb 9 Gult
1{ t New Ccn,rete Alley Apron
I 4. EIsting concrete Guro _
-� £.isling Asphaltic Pavement
EE rh q walk
� p !Sanitary Sewer Ss.. sfin Walero -w '=-
1 4 I G
I �I I Go% Main L
ICLI - `}p f. st n Star O -
T T ER�%I nym Culvert ran
11 .L
I 14 - 1' I E-vinq Manhole
I I f I I>�r New Utility Lines on other mponvement sheets
1 I I New Utility Lines
I(rr( I l 1
h� 1 I ��� 11 ! �I II••••� � I— New wlannol
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New Inlet
Fite Hydrant
�flJO� ]Jall �r��-T It r_L_ I �_Lf1 -L- �I SreetSlln
11 �y *Ire
I Tree �
fteo- I F I— H e age
�,] S.LD.488 wort oden Fence "
m — x
I hIL�I_ Centerl.ne Mnnuen•
Il= r - - � Undergro�na etepnone Coble
f�_I 1 I► I I I �,_I U�LJJ hc` I I 1 I I I -
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41 -
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�• GENERAL NOTES
Ir _ .
L' J I 1 I} Stteet int r
IJJ � e secllons curb rod.. snarl be 15'.
�I - - � All alley radii shall be 5 I/2'
fl_7
.
Alley aprons to be constructed to bock edge of
T I
Sidewalk line at one tool !,on,the property hne-I I 1I,r1r11 3) The e.oU locot,nn of @Atsi,hg uttll.ts sit Ge
I �.�I _ aeteim.ned rn the tlela by 1 e Conl+ccior.
�I I ;i� ti, �t I // Tne owner assumes no tesoonslbo-ly asrothe
5 1.0. 487 ~ _ �_ /� �7.' acr„ocy of the locations shown
41 All powet,lelephonn and other II polies
• 0 �. II 'sue,}'I f or guts which Interfere with the constt c•ion
,hall be rernoved or reiocored Dy others
�y ' - / �l';CIE 51 Th► ekaC Stet and number of bees+o oe
removes Shall be determined of the time of
i
I,r'
�
l
�I
� 4
i.
11.4 - - -
DRAWINGS IN THIS FOLIO HAVE BEEN
REDUCED M ONE—HALF THE ORIGINAL
Q i
ae�* SCALE.
v.w.. i�.'-nv 'fHOMAS. QEAN & NQ �-
n••. n•<� ��. .o.I-. � -,- SKINS ING -
....,,�. ;vt4 �? . ..� <a: '�sa SID LOCATION MAP •��-
Jam' �"" - =•_• '1'e�� �.r.a.'rn_ yy ;, _ .,�E Ha - - trt•:INECrir..,7 rC P45ULTANTEi GREAT FAH Z N9NTANw B OZ E M A N, M 0 N T A N A S
LEGEND B GENERAL NOTES ....,.
Parkway TyPjca/ Expansion
area to _ Joint Location
uniform/y
graded Well,sha//be rernocedErep/aced 6
' 1as directed by the engineer /O a
Tapper gutter to top of curb Hardwood rai/guard
to bep/aced by others
FiY/>o top
7171
i
2' Streets/gn /oCai`ion
_i
Cr-_ — -- - - - --
S Concrete walk Exapnsion Joint �� B subbo/tom ofcurbCross tie �iandpweme�tard
j Crushed grave/ ase End of' urb
i
I
Tang ent Poir,t
RAILROAD CROSSING DETAIL
Typical /n/et Location
N
I
1 New Concrete 9 -_ - 44'Width use 7'"parabo%c Crown _
Curb¢Gutter 2S Width use S'"ParaboLic Crown
Typical Expar,Sion
✓omt Locations
/--/2'Aspha/tic Concrete Surface Course
C
TYPICAL INTERSECTION LAYOUT "4spha/tic C
; -,3pha/tic a crete
Binder Course
-` r-3oncrete Base Course
/arrJeter reF.'eC/Lr e O p D J ^ee °n^t^ ° o o e vec o V o ee 0. `0 0 .° 0 e D ° [0 Do p ^p^p�� �p eee°^^ eo0 eep °0 °0
o ° e p°° - 8 Crushed Gravel Subbase Course p
v for barrier pos7s e -,ub rade
�ti
r , TYPICAL ECTION, NEW CONSTRUCTION
ASPHALTIC BASE, S.I.D. 487
vti 8 / " _
b - B O" 37=O'"Width use 7"Parabolic Crown liaries S=0'
L.. - ►� -- - -
9„ 2,0„ 33, G„ -- - - , a 9„
1.';4spha/ttc Concrete Surface Course
73ck
C
Co oa
h L wra. wed with si - L/Z 4sPha/tic nccrete B/hderCourse AMC-/ Prime Co.
a I a 8 ire /Opitch �� " er ft. , j 3'Crushed Grave/Base Course
° � 0 24"Concrete
2 ° ° p ° ° o o ° n° ° ° ° ° a 1Curb 4 Gutter
1 Concrete in pos/s °�
shy//be C/ass D t2"G,,,517ed Gravel Subbase Course
strength or egos/ Subgraoe-
BARRIER POST TYPICAL SECTION, NEW CONSTRUCTION
TYPICAL DETAIL CRUSHED GRAVEL BASE, S.I.D. 488
I �
� �-New concrete curb y`^9atter � � >`'butter
New Asphaltic Paj,emen L_-
--- +
New Aspha//ic Pavement
S'Conc. walk l"j; —,Femove existing concrete curb
kernoVe.e t t,rq asptx�r%v Existing concrete curb
Pa✓eme'nt 6 red/cg with
--, -- -. r-- :. -- -.--
n e i p/ace
new
s
rmste/y these Q
E'eniove. �xistin9 asphaltic R verr sn1• C C /iinits C
¢`replace with new as/
a/t c pavement- - °oL C
..'to dpProximateLy these../units,,AAsp/7a/tic Pavements ��
'
O'tVew Sfdrrh Oiarn.Msilho% .
INTERSECTION RECONSTRUCTION
Eristrnq asphaltic paYergent
INTERSECTION RECONSTRUCTION S.I.D. 488
S.I.D. 487
REVISIONS THOMAS, DEAN & HOSKINS INC. S.I.D. 48711488 _ 8 NEETLG.
„ ..SCR pgTE.."une i96a DRAWN �IH Jp9ND sir-6e PAVING SECTIONS & SPECIAL DETAILS 22-
DESIGNED wwo. - IF B,NG. BOZEMAN, MONTANA =NEST=
D.- DESCR ENGINEERING CONSULTANTS GREAT FALLS. MONTANA
iS, DATE DESCR SCALE'4s Shown APPROVED VI' W 10 - FILE NG,
0 w N 0 a
JD
0 � 1 30 of � � h qj
o I b ! 0 Heating P/art � i b
o j Forestry Pesearch
6,6
4/4,34 - - - O 90 7750'
s s 6.. _ - 3 - 4 - - - 6 7 -- 8 --= 19 - 10- - 11_ 112 -
SOUTH SEVENTH AVENUE
I
Vim• F-
ro
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0 V
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a ate° a C fb ° � a
trqQI
I n �lj Gatfon Fie
ParAring Lot v
CN
n ua v i �j -o, V) rn
1. /LL ort b on Fre ydr t - -- - - - - -- - - -- -- -- -- -- -- - - -
df
So th -eve- th 4ve,71le -
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- - .-
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-
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T - _ _ - - - -
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77
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_ _ 4900
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- — -
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- - -
4890
-- - - - - + _ 0
- -
-- - - - -
REVISIONS 5 6 7 8 9 1 D 11 /2
C� DRAWN loR No
-5//-68 THOMAS, DEAN & HOSKINS INC. S.I. D. 487 SOUTH SEVENTH AVENUE 8 eEfN
DESCR /I� (,,,J�:.Yr •V"Lc l� DATE M��y /968 IG^./h' '/ �l
• DATE DESCR DESIGNED W. F U. F B NO. 8/
DATE DescR. scn�E / es� FPR — W W D FILE Ro. ENGINEERING CONSULTANTS GREAT FALLS. MONTANA BOZ E MAN, MONTANA PAVING
sRe
3
RESEARCH P RK �
v
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47,5.42'
0 - a
W 1,2 �: 1,3 - _ 114 115 _116 117
SOUTH SEVENTH AVENUE
o
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p0 � >I
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4910 - - - - -- - - _ -- - -- -- - - - - - - -- _ - - - - - - - -
4900
4900 -- - -- - - - - - - - - - - -
- - - -
- -- - -- - _ - ---- - - -- - -
_- - - -- _� -_if
il 48 0
4890
- --- - z - - -J, - -- - - - - - - - - - _
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-
489
- -
-C:
4890 - - -_ _- - - --- - - - - - -- - -
- - 12 -13 - 14 - -- 15 _-- 16 17 18 19 20
THOMAS, DEAN & HOSKINS INC. 487 SOUTH SEVENTH AVENUE 8 SHEETN
J REVISIONS May 1968 S.I'D.
BY I1. DATE .�`�U��c�DESCR ��15 �UII_.�I D4TE DRAWN 1^G/.H _ ,oBNI,. S�/Q/-6B
DATE / DESCR. - OESIGNE❑ 1YAV/FU F.W NO.. `�7 ENGINEERING CONSULTANTS GREAT FALLS, MONTANA BOZ EMAN, MONTANA PAVING GHEETs
O ATE DESCR, SCALE �"DSO' APPROVED ✓✓ W D. - FILE Nt>. - —
6
I`I
Ql�l
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D ti a o a Q v -0 s v v 4 0 ° S 25' Ili C }
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u voom . i � °�' � v E� 3
w - h c, � u � $ �� ` Q �i w
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I -- -- _ — -
n_n. b —
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- -
io
n ❑ a n_ ` ° -DDD KA Y BOULEVARG� --— - 7.5.
.S —
h -w6,,
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� °
E sti�9 road �- IV
surface Subbase °� Q C H Rl U \
Ex sling gourx� _� w
N 110 n w
Com�scted
� 0 � u
Transition Section Kagy Boulevard
-- -
20
10 - - - - - - - - - - _ -- - -- -- - -
4900 - - - - -- — - --
-
4900
__, -- --- - - --f -- - - - - -- - -- - - - _ -
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-- - v - — - -- - - - —
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10 - — - - - - - -- - - - -- -- -_ -- - -- _. - —
10
4900
jF-
4-t -4 _-
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- -- - - -, --
- - - - - - -
fli-E
- - - i - p - - --- - - --
REVISIONS 4 5 6 7 8 9 X)
".E DESCR DATE May /969 DRAWN JOB NO G. S 371-68 THOMAS, DEAN & HOSKINS INC.
UA- DESCR F.R.NO S.I.D. 487 KAGY BOULEVARD SHEET NO.
'A, // .
OESIGNEU ✓✓F U. B7
DESCR SCALE =S0' AppROVED WWD FILE NO, ENGINEERING CONSULTANTS GREAT FALLS, MONTANA IBOZEMAN, MONTANA PAVING cj
SHEETS
w N
N Z
v
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V p�0ei� 25.•25"
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-
k-
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KAGY BOULEVARD = -- -
77
0. G , 3 j 2t I GRANT STREET
Exrst/n9 rl-1 171
N � _ ' Grad ditch to motch pipe
Ed9eofccve. �G b; Easement' j 55. bl ,Q.
ma
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66, _, Heating P/an1 !�
w to 6 a -
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- -- - --
85 - - - -- - - - - - - - - - - - - - 85 - 95 95
- - - -
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_4$$0 -- - - - - 0 90
88
0 2
REVISIONS S.I.D. 487 SOUTH SEVENTH AVENUE AND Q SHEET NO.
nAre. DESCR - F-Erl'7ay �9d6 DRAWN . ,oRNo.. -//-6-8 THOMAS. DEAN & HOSKINS INC.DEScR DESIGNED wFu — F RNO. 87 BOZEMAN, MONTANA KAGY BOULEVARD STORM DRAINSDESCR CALE A—R-1. w w0 __. FILE ENGINEERING CONSULTANTS GREAT FALLS, MONTANA SHEETS
OD lb
It
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Q m O" � a Ah + � � a� �, � �� R� � u �b W q aim on q o �� 0� 0 v o o $ a I m o �'�j o � u � � c° 4( a ° Q e 1,112 g o
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w _ '5 .3+30 to 3+85Remove l� -- J-J'90-'T � — - Z4 - -- _LLJ3355.5 5•9 ft 5,d walk,B�,id - w
> { - so- -_ Wia'iio - - ��- 155.0 5,q ft 5 dewa/A 4 1 2 3 4 a. _
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- - — - - .- - -
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4780 _ a q §. - - - --- - - - - 4780
1
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-
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p- ! --- - - 2 3 �4 5 0 ! 2 3 4 5
n4TE DFS REVISIONS DA,E..une /968 nRAwR GA/ oD no S//-68 THOMAS, DEAN & HOSKINS INC. S.I. D. 488 SOUTH WALLACE AND 8 SHEET ND.
v UA1F DESCR DESIGNED wwo FR.LD a9 BOZ EMAN MON TANA EAST BABCOCK PAVING SHEETS 7
DESCR SCALE //'—`SO, PPPROVED I/1!FU FILE n0 ENGINEERING CONSULTANTS GREAT FALLS. MONTA NA
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14 _ L
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- --
REVISIONS
DES R _ E ✓une /96B DRAWN �K��^/B oa N.> S// 68 THOMAS, DEAN & HOSKINS INC. S.I. D. 488 SOUTH WALLACE AND EAST BABCOC K $
Dn�l DES�H DESIGNED ✓✓WQ F.B.NUJ. 89
nir OescR scncr /�=50 PROVED WWD ENGINEERING CONSULTANTS GREAT FALLS. MONTANA BOZ E MAN,MONTANA STORM DRAINS - $
Errs