HomeMy WebLinkAboutFederal Aid Project No. F-203(6), F-203(9), U-203(10) - West Main INDEX OF SHEETS STATE OF MONTANA
ADT /9108 _ 6802
TITLE PAGE SHEET No. L ADT 199/ -L4/oo FA p
TYPICAL CROSS•SF.CTIONS D H V /S'/�
STATE NUMBER
DEPARTMENT OF HIGHWAYS "� NUMB It/ZQj�l�l
OF IMPROVEMENT SHEET No.1 STA .___________________
SUMMARY SHEET. .SHEET No.1-7 D SS 4S PLANS COMPLETED
----------------
PLAN AND PROFILE.SHEET No.E�-/Q T /2 CONTRACT COMPLETED
--------------
CROSS-SECTION. .SHEET No./1-20 V 3 N
MASS DIAGRAM . . SHEET No. 21 .. PLAN AND PROFILE OF PROPOSED
FEDERAL AID PROJECT NO, F 203(8)PE.
F-203( )PE. &I.C.
U-203(10)CONST.
WEST MAIN-B OZ E MAN
j T ,.D
GALLATIN COUNTY
f »- CONVENTIONAL SIGNS
r; W J 1 • `••�ryre,T,l fl.4Vsay L • a yRq, STATE AND NATIONAL LINE
.fUD[ LENGTH 45 _.._.._
If.
_N.
,..D - ti �; MILES CITY.VI LINE
I"••'• � T L c[• rl- ` ry Dl Trl .v\ �•Mr� —%L s� of� CITY,VILLAGE OR BOROUGH LINE, - -
r l .-•w .[' \--r-� -.♦'- aTiuf [I.ML D!f lVD `�.-fir TOW .—LI N................... ---
""' I wr.!� ... 45 •••••' •.,.rru ` -' SCALES
![CTION LINE..
at
HORIZONTAL: I R[![R NATION LINE.. ,,, —m7m———
cInch=50 Feet
mma
i b �•� - /r, 17 �,``e4 ,.... ..-. —.-�.......tiFENCE LI ............
VERTICAIa 1 Inch— $ Feet GUARD R
» CROSS SECTIONS--HOB. & VERT.: I Inch UNFENCED PROPERTY.. _....,...__....--_
o:o.i -r y`-«-• .�_i """ o.rf. —�� Feet
.[w[F•[D' „- r I flf f. i i .DPDf, REDUCTION PRINTS yE O --------
-� PD ORIGINAL SCALE
•�.•• �� !� L._ L_-.I fWEA RIGHT OF WAY LINE....
..........
SEvfN PCP LFNT 11 • 1i -`a .arw�.J- --- •• RIGNTOFWAYLINEP[NCED.....
'
z -
TFyax•al•.rI[x LR.M.wa
A.r.o-r�r•.,•r. `� �� •r••- , RAVELED WAY SU,PFAC//VG RAILROADS
RETAINING WALLS LSU _LOJ■lo� TO BEFUPN/SHEO .... .. ....
�— _—
A
EwsE oR suev[v ulfc...... ,
.a w•u.a.�..�a.o.oa
Sr CONr ACrO.e BOZEMAN _
LEVEE. .w..............,,..........-..
R. 5 E.
INC.CITY CULV[RTSIN PLACE
(PLAW,,.......;�.,, --_
POP18670 R.6 E. NEW CULVERTS(PLANf...............
-1- I NEW CULVERTS(►ROIELq.................. •
C US
.. I F F 1'--III t I��I� i[—�n ,:/ TROLLEY POLE................................... .
LJ L�IJ L--11�r !J "J �'^. POWER POLE._..................
I I I
1 L_
A
LISP
ONE OR T[LEORARN POLE...... 1
:I ! t
MAN............................................ -
1 I N n r J «..�...� r
• • - .E E
RIAp
❑❑ N ❑a❑ -0 ;.i ❑1 l � ; !RIDGE
�c
I � #Ar, LEGEND OF COMPLETED WORK
T 2 S. ..GL i ,. £"C ! �n GRADED R ... ... -
LiL�-,NN ,. i. -',. TO L/U/N65TON GRAVELED ROAD.........
L�❑❑� ^'��❑❑LJ❑ •❑ r WRR OILEOROAO.................. .... IKRKKI�_.<<-
PAVED ROAD...................................
Sao I Ljo UO❑❑ __ _ __;� � 1,_JI i tl•
II
of ...r... ��o❑a �- .: I :.L_,._�.
I��-7 III�I � �,.•[ z'i';I
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IV ar••a I a .] I h--.,-�... •_
❑��G❑D �' I F__I I Ifill =
-
1Q STATE OF MONTANA
P DEPARTMENT OF HIGHWAYS
APPROVED
n OONT4N4
19 L
JACK R.
H.J.ANDERSON BECKERT
N O O DIRECTOR OF HIGHWAYS i 205 ES •A
BY TC NE. O ?OJ
N ADMINISTRATOR fy�STERf'
G NEER 9�
ENGINEERING DIVISION
� o Wo _
p n1 Fj UFEDERAL HI GH WANT Y ADMINISTRATIONON -
THIS CONT2gGT � h1
APPROVED:
EAIGINEER DA T E
SUMMARY NO. 1 f-
U-203(/O) 2 z/
TYPIZ'RL SECT/ON N0.l
352t00.0 TO 356too.9 TiPFN5.T0TYPSECTNO.2 TO 7-I9L LENGTil 0-003 CIO) CNO BRS) 288 P.B L- =OS45/`7/LES
32.0 FEET TFCK•C_2 RPPL/GATIONS)
EXIST/N6 S(/RFfIC/NG
4 l /N PLpcE
O.25YOMPPL.M/X B/TSURF TYPE 3 - NOTES
CROWN:O.O2%FT. CROWN:0.O2%FT. 5EE STO. SHEET NO.Sr EXCEPT
AS NOTED ON PLANS.
GRAVEL B/TUM.MfIT'L.
!/NITS AL•M/X PL.M/X TRGK MONUMENTS 6 MARKERS STb.OKWr N0.9/a-Ol
a/r. B/7.
bLGPF S U eF.
2 PROuECT MARKERS
RRERSq.FT. 8.0 /y kP/w MONUMENTS
GI/YDS.PERSTR, 29•42 .3 STATION MARKERS
SQ.YOS.PERSM.. 355.G W../
TONS PER STA �rs7/ �7 ROADBED COMPACTION
if/NGLUDES WE/C,NT OFPLRNTM/XO/L
STA.812 f•00.0 TO 97A.384+03.7 - P4.704 CO..Y05.
TOPSOIL TO BE FURNISHED BY CONTRACTOR
35B>00.9 To 3.59/i�:5 T YP/C/9L SECT/ON NO STA.35n2!00.0 TO STA,3Bi 063.7- /,S46 C(I.Y05.
97 wa To386tB37
BORROW
- - ----- - 5Tq.373t60.0 BERMFOQ 1RR.CANAL -4i0 C41.✓O5.
90.0_ TO SE FURNISHED BY CAN TRACTOR
_ 87.0, 5-OE SPEC/AL PROVISIONS
PS.S'PR/ME OrAcK 3G.0'TRGK(2 APPL/CATIONS) 2S.S•PRiMEsTAae MANHOLES IN PLACE
/2.0' 4. /2.0' /2.0' 9.0' 1 V..0, /2.0' /2.0' -_.----.--.�----___-
PROF.GR=F/N.4ir. SEER-SECTS• AO✓UST TO G.PADE dY-t-wrXArr4c-
1
E£XR S110 -4-S
fOR5I 0PE STA.j6Lt2B.O -29'iRT.f0 3 57.4.570 tBB.TOTAL RT.
I
0.25'COMPPL M/X a TS41RF,TYPE 3
020'FV COMP CR YOPSURF TYPE'Y1"GR2(L EVEL/NG CRSE,) -
2.00'C01-/PCR.BRSECRSETYPEW-6695) WATERVALVES IN PLACE
GROWN:O.O�[FT �, _ _ CROWN=0.02%FT. AO✓UST 70 00A0E QY CU.4rM9G711,G.
.57A.3Ci t 54.0 -
7'Y1o/C.9L SECT/ON NO 3 359+95.5 ro 37/+7B.G MISC. TO BE ermoi ED dY GO/YTRAGTOR
STA.38G t 43.0 -4 X 4' CO/VC.BOX IN P/.. 40'LT.
9L o APPROACHES
90-01
970' 415E TYPICAL SECT/ON OEPTIr5 OF
BtO'pg/AW<TAc/l 3U,RFACIN45 FOK STKEET APPROACHES.
/2.0' 9.0' 9.0_ /2.O' /2.0' /2.0' FOP ALL OTHE,e APPROACHES USE
/P,O' T 0.Ae5�COMA PL.AfIX B/T. SURF.
SE�oPE�' PROF.GRLESfNC.: O.CO' A✓. COMP. G.P.TOP SUBF.
F/N.4R. 0,50' COMP.Co BASE CRSE,
X_SfCYs
- FORs[oPe OBLITERATE ROADWAY
- 4s'
O25"COMP PLUM/XB/LSURF.TYPE3 .57A.d6/t00..4 TO $TA.3bP0-75t
-- 020'FV POMP.CR.TOP SURF. TYPE'Y/"GR2(LEVEL/NC CRSE) 3 BTAT/ONS('6wek-va--Tr LT!%PT.J
2.00'COMRCR,BASE CRSE.TYPE'R"(GR.SJ
SUPER=0.0.9%FT. PAVEMENT MARKINGS
.STA.35P t 00.0 TO STA.3ai t 83.7
3b 6AL5. YELLOW PAINT 5TR/PE
37 GALS. WHIT--PAINT ST.P/PE
GR19VEL B/TUM MAT'L. SENERAW TYP/C.9L SE[7'/0NN07-T5 G.QAYEL B/T. "AT'L
UNITS PL.M/X TYPE'%?" TYPE w,, PL.M/X EST COMPl,RR VEL WE/Cr//T•-7 70 O L BS PER L'U YD. UNITS PLANT TYPE;4" TYPE A" -ZANT
vrF CR TOP CR.BFSE B/T PR/ME TRGK PL M/X B/T MFTL(/20-/SO PEN gSPN GEM):G.SZ WTOFPL.M/X MRT'L. B /'r C.P.70, C.P.BASE M/X P,P/ME TACK
SURF CRSE. sue",, PR/ME O/L ( lc-70)=0.3 GFL LON PER Sq,YD. SURE fU.PF C:25E S�F
COMP WT OF PL M/XB/T.SURF=/2B-5LBS.PER TENTNPERSQ.YD.
AREH SQ.FT 2/8 /O.2 /0 9 B ^� -�+ -� AREA SO.FT, Z/.B
Cl/YD5.PEAS M.. 190.7 37.8 40G.7 -- B/TMFT'L. =8.5LBS.PERC,A[LON rtL ,rU.YOSPERSTA. B0.7 44.4 67-4 �• �+
SQYDS.PERSTF. 94 G.7 SCe G.7 /3GG.7 T.9CKCORT(SS-/EMUL.)=O./GFL.PER SO.YD.BETWEEN LIFTS OFPL.M/X 9G 6o.7 9bG.7 47
TONS PER STR /SS3 G9.9 76-E 4 /0./ 0.7 /VS PER STA,AF lff6'3 //9./ /245RLS.PER STR /3l0.'/ S PE2 STA.
4:741.9NT/T/ES FOR TYP SECTioN No.2 0U.4N7-/T/ES FOR TYP. SECT. NO.&
8'/NC OF RL.MIX O/L 0 /NCL.W 7. OF PL.MIX 0/4
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�v.No.0 STATE
DI a MONT. v 203610) S I52�rs
3 ID SUMMARY NO. A
3o Csp ,
IS7A,365-00
Note:Drop inlet cover not 5hcw,,For detoi I
see Montolxw Saute Dept.of Hiyhwoys P
Standard Deoavny No.79-OL Q P• "6"
2�8-
G 6 � C _ .6? ,-*c%.�• 7r; �o : 04 Bors of/2"c-lirs.
Bors of/2"ctrs. c- Mow. Spaced s9ua//y
MOX;Spaced e$uo/ly.
fit is meet parking lot
I e
f s A
b •t y
a,
��/ �� I 3=6•m.I�l,
�' o elevation.
30"G.s.P. Note%
6y�F �1a i� Sectional views do nohow
,/D 30�C'nyth skew of pipes.
Q d 3D"G S P./1.
e
� 36-C.S.P
G
SECTION A-A
SECTION B-B
(Scale ti":/=0")
PLPL'I-v e
No fe
L
(Stole 1"•2-0") OP p//reinforcing bor5/=6"
min into floor ono'wo//S,usC'
continuous bons from floor
into vyo//s whenever possible.
C R '4 Reinforcing
Concrete Ounn;ty Bars-,k on.ry
Cu.Yd,. lbs
187
z.2 "-
�a
`Quonfihes ore for eSf,rnotin9 FwpoSeS only.
Reinforcing Steel,5 Yo deW)Cluded/n Ohe
[/�T n/'�p� /� Drop n/et Structui e
un,lPncebidfOrC/gsS'DOConcrete. SECTION �_l.
DESIaHEo
(Sw/e:i:'I I O') DRAWN Q(K 8L'JZ of Sta. 36 �68 APpt'ox.
CHECKED
REVISED
REVISED
REVISED
FED.ROAD I FED.AIO SHEET TOTAL
p1V.NO. STATE FROJ.NO. NO. 9HEET5
8 MONT. U-ZO300) (p ZI
196- 11 (Horizontal Distance
End of Retaining Wall End of Retaining Wall Pipe Rail Post G Vories
Snd of Retaining
Sta. 38G*58.92 Spacing (Hor. Varies,__ Va ies Varies V rie Varies
Fin. Gr.I?Top of Retaining Wal I Fin. Gr C Top of Retaining Wall Distance){See 2-O I�5hop splice G 20.0
Elev.4817.62 "Plan View thin IL End Pipe Po5t 14-%zwholes �e I' min, G+rs. Use 112'" (4l
E I ev.-4517.Z4 P
75-0 75-0 46-11 sheet 6 Dwig. No. ,ram Plugweld t/z`05td. I I i std. pipe, backing 5 rip
tExperosion Joint tExpon5ion Joint 10895 ) A I as required.
to sleeve Pipe sleeve(Typ.)
Pedestrian 25-0 25-0 25-0 25-0 25-0 25-0 23-6 23-� Std. 90' Elbow 5lidingfit(Typ
Pipe Rail s Typ e
�(-.Ontractian �Gontract,on Contraction /6 at this end 2,"�S}d, pipe Rail (Typ.)
5td. 90" Joint Joint Joint End of Retaining
Elbow Wall L L)oint of
t 84+8'(00=7.47
5t585,37.00 Sta.385+62.0o5ta 385+87.oO5ta.386+12A0 Sto.38G+35.50 Note:Field weldng UI I 2"'mStd. Pipe Post(Typ.)
EE,:,:-,4-817.65 ,D U' appraA.center
--- Elev.4817. 817.5� Elev.4817.61 EIev.4817.65 Elev.48t7.66will not be permitted of anel
Fin.Gr.G'(L Rdwv. IFor lReinforcing Steel
Foil Re'rnforcinglSee I Detail°O"' I For Reim orcln \
Profile Grade Near 5ee (Detail°D ' 1 _ Steel Seel DetaiM �- TYPICAL TERMINAL SECTION TYPICAL INTERMEDIATE PANEL, TYPICAL INTERMEDIATE PANEL
Face of Retaining Ele v.4814 0 l -Elev.4815.45 A I (Showing typical field splice) Showing typical shop Splice)
Wall I 1 I l E lev 4814,50 9 �F
I I i I �P.I.5ta.385+70.00 PEDESTRIAN RAIL ELEVATION
I EIev.4818.05 ScoIe f Yz"= I`O"
I I l
Note: Field splices steal I be located in(but Note' All exposed corners
�- Elev.481178 EIev.4811.97 Elev.4812,07� 2'7° -.211'T not limited to) those rail panels l he d of 2'"� Std. Pipe shall be
Elev.4811.66 Elev 4812.03 Elev.4612.Ob +•53 directly over Expansion Joints in the rounded to a %Ic rddius.
EIev4811.69 retaining wall. For location of Expansion
2-00V.C. Joints see"Elevation"views this sheet �- Note Point 1/2` Std. Pipe Sleeve
Note: For, exponaionand ELEVATION FINISHED GRADE : Finished
rode of top of retaining PROFILE GRADE Dwg. No. 10858 Rail elemeras snail with 2 field coats before
contraction joint details Scale-Horizontal - f"=15=-O' PInn 9 be Corr .r. ous over at least 3 posts erection. Joint must be free
see Dwg. No. 101998. Vertical 3/e"= I-0" wall is O.'c.4 ' below profile No Scale excepr -s otherwise apprcved Dy to move after Paintinq.
grade Shown on Road Plans the E"'9,neer.
O-D 8 S a.@ 8-0 Ctrs. 6q O IS 5 a.0 8-5 Ctrs. 123-9 8-2 O-C. Pipe Rail
x Post Spacing NOTES
End Pipe Erd Pipe (Hor. Distance)
3 i Rail Post Rail Post --t
o PRYMENT: i�destrlan roil steal I be paid for by the lineal foot which shall
Near Face be full compensation for furnishing all materials,equipment and
In labor necessary to complete the item.The number of lineal feet of
l9 b 1 i L Fill Face: of Retc,nlr, wc,;
pedestrian rail for payment shall be compu+ed as the horizontal
t` 6 distance between center lines of end pipe posts.
Face of curb
—Back of curb accordance
for bolts nuts and washers Shall be in
accordance with ASTM Specification A-153.
FAINTING: All rail element5,posts and anchor plates p sna be-given three
0
2"65td Pipe Rail coats of paint o5 called for in the Standard Spec fications excep as
0 _ otherwise noted.
m
2"O5td. Pipe Post ERECTION: Pipe posts steal I be set perpendicular to the top of sidewalk
at post locaTl on,and the rails shall be Set parallel to grade of
roadway-Tonbtoin propsrolignment,onchor bolt assemblies must be
Alignment Tangent PLAN
Bearing N69°41'E held In exact position while pouring retaining wal I concrete.
Scale I"= 15-� 2- 6"x 9"(4 lbs. per sct ft.)
Roadway Leod sheets wth I"IP holes
to match base plate.
Anchor Bolt 9/Ic" Hole
Assembly(See 'u __-' I
m r7-6 Sidewalk -I detail this sheet) k ; 1 fE16x2zx9 _ -
1- 7-6 Sidewalk 4 See 5td. Dwgs. No. 65 ¢ 66) i )�
5ee Stil. (Dwgs. No, 55 9 6 O-G p -- O-6 {�tic x 2/z x g(ASTM A 36
/4 ' /ft. to ct Rdw r— ' Slope down V4 "/ft. to c Rdwy�-- SECTION A-A ANCHOR PLATE
Slope down y
Scale 1" 1'O DETAIL_
Note:Top of retaining wall under each %"'-1=0"
Scale�f z-
N R4 "4C- 1-G ctr3. O S Radius rail post shall be finished to a smooth
�i R2�-R4C' I-6 Ctrs. t uniform surface to assure a proper Hex nut (A S.T.M.325) Y,"'H,ah tensile strength
�,_,, 2"cl -- R3-s4(Zper line) alignment of the post i$a tight Pit 2"Icut or standard stud bolt (A.S.T.M
a 4 Near Near Face between the lend sheets concrete. plate washer(Gale.) A449)(2 per post)(Golv,)
r L, Fi 1 I Face
h 6 . Face Fill Face _� Bush hammering will not be permitted (L3/iGx�2x3Anchor
d �t ti except to remove high s ots. >
� y z 9 p plate(See detail
m r O-2 KO-4 Gontlnuou5 61LL OF REINFORCING STEEL o Threaded washer o ;F p STATE OF MONTANA
(Y�` Shear Key DETAIL E „ ��c"thick 3a O.D. this sheet)
Sta 364+G2.00 to Sta:56C+sesz DEPARTMENT OF HIGHWAYS
FI~ �4�1-5 Ctrs. Sta.38G+12.00 to 5ta.38G+58. 2 t or regular hex.
O N F2--*4@ 1-4ctrs.(2 per line) Scale %z I=o" ye"Steel shim AL nuts (2 required
f£ Ix6x9(ASTM A-36� G (paint with 2 eper assembl BOZEMAN WEST MAIN RETAINING WALL
Drill I"m holes for%i'm 3�3 3 3 shopcoatsafter TYFE I
3"cl.(Ty p, Ft- 4et Gctrs. STA. 384+62.0 TO STA. 386+58.92
4 G High Tensile Strength I fabrication) Regular Hex. nut
Double End Stud Bolt N Note : All dimensions of bent PEDESTRIAN RAIL POST
bars are out to out FEDERAL AID PROJECT NO. U-203(10)
DETAIL"i� ' ar Size No. T cLen th A B ANCHOR BOLT ASSEMBLY
V �� LF1
�+ 32 Str. 3'7`10" Scale I%2=1'-O" GALLATIN COUNTY
Sta.364+&Z.00 to Sta.385+97.00 ^�
Sta.385+97,0o to Sta.536+12.00 Note: contractor shall Purnish - _ w 4 Z04 I 5-9 5= 1'o S` PDRAWN
2-1-72 K.D. RETAINING WALL DETAILS
Sca les%z"""=I=0 shims as required to adjust rail Str. 23-n 5-572to grade.Shims shall beploced �� yp 4 3z I 3-G 2`O" 1`G /aL�72 R•AD. Scale As noted
between lead sheet 6 base plate. RAIL POSTIONB-B SHIM DETAIL 4 210 Str. 4O 10899
r 7-I� DRAWINGNO.-0"" cae:I/z" 0`
FED.ROAD FED.AID TOTAL
240-0 (Horizontal Distance eii- HEET 40-0 151 - 0(Horizontal Distance) DIV,NO. STATE ppO�,NO. NO. SHEETS
End of Retaining Wall End of Retaining Wal I End of Retaining Wall a xMorvT. U-P-03(10) 7 IZI
5ta.380+11.00 & Sta.382+51.00 5to.362+91.00
Fn.Gr,C'Top of Retaining WaI I Fin. Gr.e Top of Retaining Wal I Fin.Gr,e Top of Retaining Wal I End of Retaining Wall
El ev.4818.27 E I ev.481 G.69 Elev.481G.G 3 5ta.384+22.00
90-0 50-0 GIr0 65-6 65-6 Fin, Gr.@Top of Retainin9Wall
Expnnsion Joint Expansion Joint CExpan5ion Joint Elev.4817.02
Std 90`Elbow 50,0 50-0 30-0 30-0 30-0 50-0 30-0 30-0 32-9 32-9 32-9 32-9
�sdestrian
pe Rail 0IGontraction Controc+iol Contraction Contraction vo nt fraction
Joint Joint-�I Joint 5td 90' Elbow
_1 Std. 90` Elbow Joint
5to.380+4f.00 5+o 380+71.00 5to.361+01.00 5to.581+34.0
n.Gr@ Raw 1114816.04 Elev 4817.51 Elev.4817.58 5ta.381+(c1.00 Sta.581+91.0 Ped- Pipe
Y• E lev-4817.35 lev.4817,1 z ev. o. o382+2 Rail 5+
a. 383 +23.75 5ta.383+56.50 5ta.383+89.:,5
Elev 481fv.79 Elev. 48i6.65 Elev. 46f(b72 Elev.481G.85
For �-einPorcing 5teIcl 1 ..........
See IDetai l"A" Fo ReinforcingFor Reiff forcing
I For Reinforcing Steel I 11
Steele l S De+aC i " " Steel 5�e Detail"G
I G i j IF IF See Di toi I"A" I I Profile Grade
I
I For Reinforcing Sfieel I Near Face of Wal
See Detail"B" I
Fill with
concrete--_ Elev.481G.51 Elev 4811 c7 EIev.4511.44
El ev.4811.05 Elev. 4 811.07 Eiev. 4811.14
EIev.4810.b5�
EIev.4810.Ez Elev. 4810.3r7 �Eiev.4810.27
EIev.481059 Elev.4810.16 STRUCTURE EXCAVATION Only That
Elev.4809.93 Elev.4803.7o Elev.4809.51 Core Log No.4-10G7 excavation below natural ground line
�(L Core Log No.4-f068 ELEVATION r +
52'Lt.�5ta.380+50.00 IL Core Log No.4-10G9 I 5cale;Horizontal - 1"= 15'-0" 52.'Lt.rtSta.383 50.00 5hol I be paid for as Structure
52'Lu-'t Sta.38 2*00,00---I Excavation.
Vertical ^- 3/8"= 1'-O"
Elev.4515.4 Elev.4813.8 Elev.4814.1 Asphalt $gravel BACK FILL: BackfilI shall beagranular
12t4l
Brown silty clay 12,5 Brown clayey silt 125 Brown silty clay refining material which shall be
f0Brown silty sandy gravel Note: For pedestrian rail details 11.4 9/42/50(1.4) layer placed and compacted in
a ° 50(0.4) see Dwg. No. 10899. ,° 50(0.4) accordancewi+h the 5tandord Specif-
Brown sandy gravel °o Very dense brown 04G D' Very dense gray icatiorI Jincj aecab , this ria15 fling,
02.9 O3.3 ' ° Sandy gravel sandy gravel including all Inbor,materials and
LOG OF BORINGS equipment, anal I be included in the
uni+price bid for structure excavation.
Scales 1"=10L0"
Y O- 18 Spa.@ 8-0 Ctrs.= 144-0 12 Soo.@ 7-11 Ctrs. -95-0 O-6 Pipe Rail 10 5po. @ 8-3= 82-6 6 Soo GP 7-11= 47-ro O-G Pipe Rail
0
End Pipe End Pipe Pos+ SPacln 0-6 IL End Pipe End Pipe�� HortDistance
Rail Post Raii post (Hor. Distuncc� Rail Post Roll Post )
u�
Near Face
'9 I I l I I I
O r 1 Fill Face of Retaining Wall. NOTES
SPECIFICATIONS: MONTANA STATE HIGHWAY COMMISSION STAN-
Face of Curb PLAN DARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,
Ba c k of Curb 1970 EDITION, AND ANY AMENDMENTS THERETO, AND SPECIAL BILL OF R E I N FO R C I N G STEEL
Alignment Tangent Scales 1"= fb'-O' PROVISIONS SMALL GOVERN UNLESS OTHERWISE NOTED, DESIGN 5ta.3b0+11.00 to Sta.382*51.00
Bearir. N b9'41'E PREPARED IN ACCORDANCE WITH A.A.S.H.O, SPECIFICATIONS,
'3 2," 1969 EDITION,AND ANY AMENDMENTS THERETO, 5ta 382+91.00 to 5ta.364+ 22.00
Z (L Roadway APPROVAL: SHOP PLANS SHALL BE APPROVED BY THE STATE OF
FINISHED GRADE' Finished plan grade � z ,For Key dimes:ions MURIA'A, DEPARTMENT OF HIGHWAYS BEFORE FABRICATION IS
at top of retaining wall is 0.24' below see 5=ct,or G-G _ III BEGUN' q
SOILS AND FOUNDATION MATERIALS: BORINGS WERE TAKEN BY B
profile Shown on Road Plans. t-- I ° - THE STATE OF MONTANA, DEPARTMENT OF HIGHWAYS AT THE
N POINT'S SHOWN ON THE GENERAL LAYOUT OR FOOTING PLAN. Y PE
-0,7tog7 250'V.C. +O 5527. °
' 1 I THE SERIES OF NUMBERS SHOWN ON THE LOG DY BORINGS INDI-
Note: All dimensions of ben+
1 CATES THE NUMBER OF BLOWS PER 6" PENETRATION FOR EACH bars are out to out
_ NUMBER OF THE SERIES OF A 2" SAMPLE TUBE WHICH WAS
R.1. Sta. 382+75.00 DRIVEN IN ACCORDANCE WITH THE STANDARD PENETRATION Mork Size No. Type Length A B C
Preformed _I J TEST MADE WITH A 2" SPLIT TUBE SAMPLER USING A 1604 R 1 '4 80 5tr, 30'-9'
Elev. 481G.48 Exp. Jt Filler 'I HAMMER HAVING A 30" DROP. THE TOTAL PENETRATION OF
PROFILE GRADE SECTION F-F - EXPANSION JOINT SECTION G-G-CONTRACTION JOINT EACHSSEERIES ILER PUB6"I PENETRATION WAS NOT S INDICATED ON THE CA ACHIEVORE ED IN so 3 S 122 11 7 8 G I + 0-9
No Scale Scale I"= 1'-O" Scale-' 1"=1`0" BLOWS.
1-0 7-6 3idewolk THE STATE OF MONTANA, DEPARTMENT OF HIGHWAYS DOES NOT
4 4 82 I Co- 7 59 1 O-8
i-O '7-rc Sidewalk I-O 7-6 Ids of k wee Std Ow No. toS E ro6�LASSUMY RESPONSIBILITY FOR ANY VARIATION OAxSINTEA- S 4 32 Str. 3-1
C a OF THE CLASSES OF MATERIALS,AND ADJUSTMENT R G 4 17ro 1 5-e 5- 1 C-g
(5ee 5+d Dw . No. Wc5 E o6 (SEe Std. Dwg_ No. II F�o�o� ICES WILL NOT BE MADE IF THE MATERIALS FOUND
n y Sippe aOY,�n q In. GREE.WITH THOSE SHOWN IN THE LOC OF BORINGS.
Sic, e U-.Tin /ft, to rt I . in At.tc, t 4awy.F' S K O W S I V 1=c J o w n �/'Y. IO E `ttl w I ELEVATIONS SHOWN FOR NOTION OF ETERMINE AREF 1 4 564 5tr. 5-0
ATE ONLY. PINAL ELEVATIONS SO R!ffiTERMINED BYd A. ° NEER. 2 71e .5tr. .3Q-9
L 3 T7r- St r 4 O
2"cl 2„c1 UnL 2"c1• ' 1 2 cI. CAST IN PLACE CONCRETIff•Unle F4 '4 32 5tr 33-4
LL c c 2 c o + otherwise approved, all concrete
z + 2"cl. a , RG� 4�1 G Ctrs Pp
R3-'5e I G Ctrs. u u N Near shall be class "DD" An Air
a R4`4E 1-Gctrs. + o�- Face STATE OF MONTANA
+ Near n Ln �� r e LL II-Fill I Face entraining Agent " shall be added
U Face ° I It7 - Near Face- to all concrete. Chamfer all
li � � �� ' o-zAo-4CantinaauD DEPARTMENT OF HIGHWAYS
Fill Face exposed ed es of concrete with
dl in c9,-. �9 v e Fi I I Face I s p 9
d ti Shear Key
v R2-s4�' " O 2 x 0 4 Gontl nuoua z W enclosed angle less
tl-6ctrs ` ' i ' ° Shear Key ' F9-*4
e1-5t than 1201, 3/4" and BOZEMAN WEST MAIN RETAINING WALL
( O-2x0-4 Continuous C[Z N ' A F4-04e 1-4ctrs fillet entrant angles STA. 380+11 .00 TO STA. 382+51.00
I o. A Shear key F3~ 4e I-2ctrs. 3/4"' unless otherwise STA. 382+91.00 TO STA- 384+22.00
p[� , F1-"4e0 9ctrs. �_ d F2'j14C' 1-4ctrs (2per line) noted.
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DIV.NO. STATE O. NO. ETS
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W6-3 W6-3P
W14-3 /6-3 W6-3P R4-I
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_ 12' _ ------- ----- _ _ 16
12' ------------
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ay 60 R —
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R 2-7
s STA 352t00 BEG CONN TO PTW= / / 1++ STA 358t00.9 BEG U-203(10)=
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1-25' 25'— 1 � — —
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—
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DETAIL AA DETAIL BB
STATE OF MONTANA
DEPARTMENT OF HIGHWAYS
3 U- 203(10)
W. MAIN - BOZEMAN
STRIPING Bi SIGN LAYOUT
DESIGNED
DRAWN 11/15/72 RC
CHECKED
REVISED
REVISED
DRAWING NO.
REVISED
• r
FCD.ROAD FEO.AIO .-LET TOTAL
Dw NO. STATE FROJ.NO. NNo. SHEETS
8 MONT. U-20300) (� /0
O PI. +23.2 RI-I
0 Lo
to
R
R2-1
STA 3584.00.9 BEGU-20300)- - 10``Z
STA 3584 00.9 ON F203(5)81(7)
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W4-2 °i � ' III _ _ _ - - - - - - - - _ _ `-__ �� _
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M2-I v MI-8cn195'ot W 95'L____ __ _ _ _ _ ___ _ __1_ ___ _ ____ __ _ _ __ __ __-� d __ _ _________ _ __ _ - ,12' _ _ _ 1• 5012' 1-50'--.1-40'—I 100� i — —I — _ — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -
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1 I 1
RI-I STATE OF MONTANA
1� Win a DEPARTMENT OF HIGHWAYS
+ STA 386+ 63.7U-Z03(10)
ti W= R2-1 i 1200' - U- 203(10)
f.� W MAIN BOZEMAN
01
a YI STRIPING & SIGN LAYOUT
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DRAWN 11/15/72 RC
CHECKED
REVISED
REVISED
REvlseo
DRAWING NO.
FED ROAD STATE FED.AID SHEET TOTAL
OIV.NO. PROJ.NO. NO. 9HEET5
B MorvT. U-203(10) 7 /Q
QUANTITY SUMMARY
ITEM N0. MATERIAL TOTAL
RURAL AN RURAL RA AN TOTAL UNIT
401010000 CLASS. A CONCRETE 14 14 CU. YDS.
851011001 CONDUIT STEEL 1 IN. RIGID 3758 851 011 5 01 CONDUIT STEEL I-1/2 IN. RIGID 1893 3 LIN FT
758 758 .
851012001 CONDUIT STEEL 2 IN. RIGID 893 893 FT
LIN LIN. FT
851013001 CONDUIT STEEL 3 IN. RIGID
851101000 CONDUIT PLASTIC I IN.
LIN. FT.
851101004 CONDUIT PLASTIC I IN, CON C. ENCASED LIN.qEACH
851101500 CONDUIT PLASTIC I-I/2 IN.
851102004 CONDUIT PLASTIC 2 IN. CONC, ENCASED
853010001 PULL BOX METAL TYPE I
853200001 PULL BOX CONCRETE TYPE I
853200002 PULL BO% CONCRETE TYPE 2
871000080 ELECTRICAL INSTALLATION-WEIGH HOUSE
EACH
871091409 CABLE COPPER 9AWG 14-600V MESS +
871091412 CABLE COPPER 12 AWG 14-600V MESS
N. FT.
871100602 CABLE COPPER 2 AWG IS -600 V
LIN. FT.
871101002 CABLE COPPER 2AWG10 -600V
LIN. FT.
871 1 0 1 2 02 CABLE COPPER 2AWG 12-600V LIN. FT
671101402 CABLE COPPER 2 AWG 14-600V
LIN FT
071101403 CABLE COPPER 3 AWG 14-600V LIN. FT
871101409 CABLE COPPER 9 AWG 14-600V LIN. FT
8 71101 4 12 CABLE COPPER 12 AW014-600V LIN. FT.
871 1 2 0402 CABLE ALUM. ACSR 2 AWG-600 V LIN. FT.
LIN. FT.
871200200 CONDUCTOR COPPER AWG 2-600 V
871200400 LI N. FT.CONDUCTOR COPPER AWG 4-600V 3770 3770 LIN, FT 871200600 CONDUCTOR COPPER AWG 6-600V 5504 3770 LIN. FT
871200800 CONDUCTOR COPPER AWG 8-Goo V 2015 2015 LIN. F 871201000 CONDUCTOR COPPER AWG 10-600V 2508 2508 LIN. FT
871220400 CONDUCTOR ACSR AWG 4-BARE
871600001 FIXTURES FLUORESCENT I TUBE
LIN,
FT
871600002 FIXTURES FLUORESCENT 2 TUBE
EACH
872202501 SIGNAL STANDARD TYPE 2-A-500-I
EACH
872202502 SIGNAL STANDARD TYPE 2-A-500-2
EACH
872202503 SIGNAL STANDARD TYPE 2-A-500-3 EACH '
872202504 SIGNAL STANDARD TYPE 2-A-500-4
EACH
STANDARD STEEL TYPE 10-A- 0-
EACH
871301052 STANDARD STEEL TYPE 10-A-500-2
EACH
871301053 STANDARD STEEL TYPE 10-A-500-3
EACH
87130(054 STANDARD STEEL TYPE 10-A-500-4
EACH
EACH
871301141 STANDARD STEEL TYPE 10-A-1400-1
871301161 STANDARD STEEL TYPE 10-A-1600-I
EACH
871311401 STANDARD ALUMINUM TYPE 10-A-400-1
EACH
EACH
871311454 STANDARD ALUMINUN TYPE 10-4-450-4 20 20
871320040 CONTROLLER CABINET PEDESTAL TYPE D --�- --
871340002 GUY B ANCHOR ASSEMBLY NO. 2
EACH
EACH
87134 010 OVERHEAD GUY ASSEMBLY
871360040 LIGHTING BRACKET 4 FT. EACH
871360060 LIGHTING BRACKET 8 FT.
EACH
871360100 EACH
LIGHTING BRACKET 10 FT.
871360120 LIGHTING BRACKET 12 FT
EACH
EACH
871400400 LUMINAIRE ASSEMBLY -400 W MERC. VAPOR
871401000 LUMINAIRE ASSEMBLY -1000 W MERC. VAPOR 20 EACH
2 EACH 871410400 LUMINAIRE ASSEMBLY -400 W SODIUM VAPOR
871500010 ELECTRICAL SERVICE ASSEMBLY TYPE A EACH
871500020 ELECTRICAL SERVICE ASSEMBLY TYPE B
EACH
- JEACH
871520401 SERVICE d CONTROL ASSEMBLY-40 AMP I I-871520501 SERVICE B CONTR OI ASSEMBLY-50 AMP I I ,
871520601 SERVICE 8 CONTROL ASSEMBLY-60 AMP I I 871540010 PHOTO-ELECTRIC CONTROL 3 I 872013140 TRAFFIC SIGNAL 3 COLOR I WAY 8 -8 -B W/8P
872013110 TRAFFIC SIGNAL 3 COLOR I WAY 12 -8 -8 W/BP
872013120 TRAFFIC SIGNAL 3 COLOR I WAY 12 -8'-12 W/BP
872020010 PEDESTRIAN SIGNAL TYPE I
EACH
EACH 872020020 PEDESTRIAN SIGNAL TYPE 2 EA '
872090060 ADVANCE FLASHING BEACON
EACH
EACH STATE OF MONTANA
871700250 SIGN FIXTURE ASSEMBLY MERC. VAPOR 250 W.872110020 CONTROLLER SS TRAFFIC ACTUATED TYPE 2 EACH
872110021 CONTROLLER SS TRAFFIC ACTUATED TYPE 2A EACH STATE HIGHWAY COMMISSION
872110030 CONTROLLER SS TRAFFIC ACTUATED TYPE 3 EACH
872HO 031 CONTROLLER SS TRAFFIC ACTUATED TYPE 3A EACH
872120261 CONTROLLER PRE-TIMED TYPE 26 - EACH
872120271 CONTROLLER PRE-TIMED TYPE 27 EACH TRAFFIC ENGINEER +
EACH
872410010 DETECTOR LOOP --- EACH QUANTITY SUMMARY
872410020 DETECTOR LOOP UNIT
EACH
872900250 PUSH BUTTON PEDESTRIAN EACH PROJECT NO. U —203 00)
872420000 REMOVE B SALVAGEim-- I LUMP SUM WEST MAIN
DESIGNED
872900500 FIRE PRE-EMPTION SYSTEM DRAWN BOZ E M A N
872900510 RAILROAD PRE-EMPTION SYSTEM EACH
EACH CHECKED GALLATIN COUNTY
000304 POLES TREATED TIMBER CLASS 4 LIN. FT. REVISED
REVISED
REVISED DRAWING NO.TEE 907
FFn ROAD FED.AID SHEET TOTAL
DIV.NO. STATE pROJ.NO. SHEETS
e; MONT. U-2 05 (10) 10 /0
WATERTIGHT CONNECTORS
IDENTITY DESCRIPTIVE SYMBOL
NO. a WIRE SIZE
I I IO 9 B 7 6 5 r IDENTITY N0. 2 _ —
12 13 13 13 y 12
12 IS ly 13 13 HV
9
SO AMP �� 3 10 _
SERVICE B CONTROL
ASSEMBLY
a
e PHOTO ELECTRIC
PULLBOK 4 CONTROL
�y INSULATED CLEVIS
20 19 I8 17 �'15. 14 13 12 T _ 120SERV VOLT
SERVICE
7
T e e :AM
e e e e T 6 EXISTING POWER CO. POLE
B b—to
16
J ENTRANCE FITTING
60
SERVICENTROL' 6
ASS NO.10 AWG 9 �_ 6. 1!12" STEEL CONDUIT
6 3 NO.4 AWG
PHOTO—ELECTRIC
STEEL CONDUIT & —\
4 3 2 12 I� , 3 NO /4 AWG /� CONTROL
z y y METER BASE, IF
z y y 4S.P. REQUIRED
30 AMP S. 120/240 VOLT
1 13 10 CIRCUIT BREAKER SERVICE NO. /4 AWG
40 AMP 4 AND METER BASE
SERVICE B CONTROL SPRINKLER _ __ _ --- - - -
ASSEMBLY N0.10 AWG S TEM SERVICE a CONTROL _I�WEATHER TIGHT
q 1 —� �/ASSEMBLY CABINET NEMA 3R
14 4 SPRINKLER SYSTEM cl LIGHTNING
q CONTROLLER %p"STEEL CONDUIT B ARRESTORS 1
LIGHT WIRING DIAGRAM NOTE:SEE SPR/NKLEA-SYST£AI BARE NO. 6 AWG i i AUTO—OFF—MANUAL SW TCH
MANUAL
PLANS E R/W CIRCUIT BREAKER '
2 POLE
I RELAY
i a- —�— -- ----i�;�2 POLE
L-I 3" MIN. I i i
II____ -___J
1%2" STEEL CONDUIT 8 IL_����
2NO 4 AWG
POLE SCHEDULE ry/ Ic 8' GROUND ROD a" BARE NO 6 AWG TO LUMINAIRES
N0. TYPE ITEM N0. STATION OFFSET MAST ARM FOUNDATION � "5/B K 8' GROUND ROD
LENGTH DIA.X DEPTH
I 10-A-450-4 871 311 454 386+40 IE6' LT. 12' 2' X 6'
2 383+43
3 3e0+4e SERVICE POLE DETAIL SERVICE WIRING DIAGRAM
4 377+67
o"
5 374+74
6 371+54
7 368+80
g 366+05 PHOTO-CONTROL
\
g 363+34 y
361+98
101 359+25 INSULATED CLEVIS—�
12 384+93 9' RT.
I
13 381+9 6
1 - ALUMINUM OR
4 379t00
STEEL POLE
15 376+44 /� ENTRANCE FITTING
16 373+10
17 370+13 f6' e
18 367+43
19 364+70 0
20 10-A-450-4 871 311 454 360+60 # 6' RT. 12' 2' X 6'
C '1
METER BASE, IF
REQUIRED \
y' SERVICE 6 CONTROL
ANCHOR BASE �� ASSEMBLY
* NOTE. 6'OFFSET IS FROM THE FACE OF THE CURB
5 STATE OF MONTANA
77
3°M1". DEPARTMENT OF HIGHWAYS
T 18"
2'-0" DIA.
PROJECT N0. U'-203 (10)
STREET LIGHTING
CONCRETE 5/8"X 8' GROUND ROD
FOUNDATION DETAIL SHEET
WEST MAIN SREET
CITY OF BOZEMAN
COUNTY OF GALLATIN
DESIGNED
DRAWN 11/2/72 A.P. SCALE- NONE
POLE a FOUNDATION DETAIL SERVICE POLE DETAIL CHECKED
REVISED
POLE NO'S 181 16
REVISED
DRAWING NO.TE-E 908
REVISED
FED.ROAD FED.AID SHEET TOTAL
DIV.NO. STATE FROJ.NO. NO. SHEETS
120/240 VOLT SERVICE DON NOREM
e T. U-203(10) 9 /0
50 AMP ON EXISTING CNEVROLET I SHOPPING CENTER
POWER CO. POLE - BUICK
120 VOLT METERED 30AMP SERVICE w
FOR SPRINKLER SYSTEM -
Q
NOTE.'PCANS,SEE SPR/NRCER SYSTEM -
c
h
1-1/2" CONDUIT 0 -
0
o_
2 OF NO. AWG 4 + I" CONDUIT
8
O 2 OF NO. AWG 8 In a
Q
O 0 * 120/240 VOLT SERVICE
- �- - -- - - R/W m
O 40 AMP
OI" CONDUIT STUB O I O
1
I-1/2"CONDUIT STUB I ------------ ----=-------
--------- ----- ---- --------- --------- ------ ----- - - - - - I CONDUIT STUB
TYPE I PULL BOX REMOVE
REMOVE
W. MAIN ST.
REMOVE
REMOVE -�jREMOVE
---- ----- -------------=------------ ---- -- ------- --- ----------------- -- ---- -- _ _
R/W
I" CONDUIT STUB
16. 160 AMP 20/240 VOLT SERVICE BOZEMAN 15 14 WESTERN BANK
MOTORS COUNTRY
BOOKSHELF
m a I" CONDUIT
m 5 2 OF NO AWG 6
+
N o•
M VI
8 W
n t
m
^ I-I/2" CONDUIT =
w -
egBC00k 2 OF N0. AWG 4 °
C.
0
358+00.9 BEG. f-203 (8) = 10' ---------- -------------- O o
358+00.9 FORM.F-203 5 C --- --- 7 \ r.kj
00
0 r _
IN
VAS S.colk
I" CONDUIT `\�
2 OF N0.ANG 6
N GONOU
i
/ STATE OF'MONTANA
DEPARTMENT OF HIGHWAYS
PROJECT NO. U-203 (10)
STREET LIGHTING
WEST MAIN STREET
CITY OF BOZEMAN
COUNTY OF GALLATIN
DESIGNED SCALE 1" = 50'
DRAWN A. P. 9/5/72
CNECKED
REVISED
REVISED
DRAWING NO.TIE-E 902
REVISED
FEO.ROAD FED.AID SHEET TOTAL
DIV.NO. STATE pROJ.NO. NO. SHEETS
8 MONT. U-203 00) 1 /Q 1 /0
u'Sp
Y
V�
MAP
/ STANDARD m
STATION
M �
W.BAB000K
W. BABCOCK QJw i�pl
1 �JJ
W. MAIN
/ I
2"CONDUIT WITH PULL WIRE B
3
SO CAPPED ENDS.
I
� I FORD
�� GARAGE
D
w
�I
0
W
/ CONDUIT SIZE STATION LENGTH LT. RT.
A 2 372+24 105 55' 50'
2O� H�• !�P a 372+60 70 '* 50'-
O
0
•�,s, �\�� C 360t80 75 83� #
\\ D 360+20 110 60 50
V
E a QJ E 388t 47 90 58' iIF
F 366+50 110 60' 50'
# STATION FROM CENTER OF CONDUIT
G -
J `
NOTE.' ALL CONDUIT SHALL BE 2"
i
RIGID STEEL, GALVANIZED.
CONDUIT SHALL BE BURIED STATE OF MONTANA
F TO A MINIMUM DEPTH OF 24" DEPARTMENT OF HIGHWAYS
BELOW THE SURFACE.
CONDUITS SHALL HAVE PULL PROJECT NO. U— 203 (10)
WIRES INSTALLED AND THE
ENDS CAPPED BEFORE THE CONDUIT INSTALLATION DRAWING
INSTALLATION IS COMPLETED.
i
WEST MAIN STREET
CITY OF BOZEMAN
/ DESIGNED 3i31172 A.P. COUNTY 'OF GALLATIN
DRAWN 4/5/72 A.P.
• CHECKED
REVISED SCALE I"= 50'
REVISED
DRAWING NO.TE-E 850
REVISED
D.ROgO STATE FED_A.- SHEET TOTAL
E DI V.NO. PROJ.NO. NO. SHEETS
SUMMARY
SIGNING & DELINEATION QUANTITIES
0,545Miles 0.545 Miles
ITEM MATERIAL 4—LANE TOTAL UNIT
NUMBER URBAN
SIGNS — SHEET ALUMINUM 144.2 144.2 SQ. FOOT
SIGNS — ALUMINUM SHEET INCREMENT SQ. FOOT
OVERLAY — SHEET ALUMINUM SQ. FOOT
POSTS — STRUCTUAL STEEL POUNDS
POSTS — TUBULAR STEEL 1453 1453 POUNDS
POSTS — STEEL V POUNDS
POLES — TREATED TIMBER — BARN —3° TOP 0 LINEAL FT.
POLES — TREATED TIMBER — BARN —4" TOP 0 LINEAL FT.
POLES — TREATED TIMBER — BARN —5° TOP 0 LINEAL FT.
POLES — TREATED TIMBER — BARN —6" TOP 0 LINEAL FT.
POLES — TREATED TIMBER — CLASS I LINEAL FT.
POLES — TREATED TIMBER — CLASS 2 LINEAL FT.
POLES — TREATED TIMBER — CLASS 3
LINEAL FT,
POLES — TREATED I IMBLH — CL ASS 4 LINEAL FT.
OVERHEAD STRUCTURE — METAL — CANTILEVER LUMP SUM
OVERHEAD STRUCTURE— METAL — BRIDGE LUMP SUM NOTE.'
OVERHEAD MOUNTING BRACKETS —METAL LUMP SUM SIGN NUMBERS ON THIS PROJECT
ARE IN COMPLIANCE WITH THE
GUIDE POSTS — WOOD —5° TOP 0 EACH (1971) MUTCD AS APPROVED
GUIDE POSTS — SPECIAL DESIGN EACH BY THE FEDERAL HIGHWAY
HIGHWAY TRAFFIC STRIPING — WHITE GAL. (S) ADMINISTRATION.
HIGHWAY TRAFFIC STRIPING — YELLOW GAL. (S)
DELINEATORS — DESIGN HA" EACH
DELINEATORS — DESIGN HB" EACH
DELINEATORS — DESIGN HC" EACH
DELINEATORS — DESIGN HD" EACH
DELINEATORS — DESIGN H E" EACH
DELINEATORS — DESIGN °F° EACH
RESET SIGNS EACH
RESET SIGNS — GUIDE EACH
REMOVE SIGNS 4 4 EACH
REMOVE SIGNS — GUIDE EACH
MISCELLANEOUS REMOVAL LUMP SUM
MISCELLANEOUS WORK LUMP SUM
BARRICADE — TYPE I LINEAL FT.
BARRICADE — TYPE III LINEAL FT.
STATE PROJECT NO. "HEETN
ONTAN U-2n(10) L10F11
SUMMARY
PLANT MATERIAL MISCELLANEOUS ITEMS
QUANTITY BOTANICAL NAME COMMON NAME SIZE PREPARATION HOLE SIZE FERT. TAB REMARKS ITEM UNIT QUANTITY REMARKS
21 YUCCA GLAUCA YUCCA 12-18'SP COLL, 16'14' 0 BARK CHIP MULCH CU. YDS. 16
3 PINUS SYLVESTRIS SCOTCH PINE 4-6'TL 7GAL• 18X'36" 2 STEEL EDGING LIN.FT. 252 3/16"X 4" , 16'- 20' LENGTHS.
12 PINUSMUGHO MUGHO PINE 18'-24$P 5GAL. 18"X36" 2 POLYETHYLENE SHEETING SQ. YDS, 350 4 MIL BLACK POLYETHYLENE SHEETING
50 JUNIPERUSCHINENSISPFITZE PFITZER JUNIPER I8�L24SP 5GAL. IB'X24" 2 FERTILIZER GRANULAR Lbs 204
7 ACER GINNALA AMUR MAPLE 4-6'TL 5GAL. 18"X 24" 2 GRASS SEED-LAWN MIX Lbs 255
13 COTONEASTERACUTIFOLIA PEKING COTONEASTER 4-6'TL 5GAL. IB"X24" 2 5 CANES 4ft AND UP FERTILIZER TABLETS EA. 665 EACH TABLET 20-30 grams.
II VIBURNUM TRILOBUM AMERICAN CRANBERRY 3L4TL 5 GAL. 18'X 24 2 4 CANES 3ft AND UP PEAT MOSS CU YDS I 15
6 ELAEAGNUS ANGUSTIFOLIA RUSSIAN OLIVE 4-4TL 7 GAL. 18"X 36" 2
LAWN SEEDING 4ESTABLISHING SQ. Y 95 5,653 SEE SPECIAL PROVISIONS
13 JUNIPERUS HORIZONTALIS PLUM ANDORRA JUNIPER 18-2dSP 5GAL. 18"X 24" 2
38 JUNIPERUS SABINA SCANDIA SAVIN JUNIPER 14-24'SP 5GAL. 18"X 24" 2
12 TRICANTHAS INERMI HONEY LOCUST 10'-12�TL 1 1 18K36' 2 LAWN SEED MIXTURE
LEDITSIA /4� I�CAL,7-ID GA
MIX e
405 SEDUM ACRE GOLDMOSS STONECROP 4'SP.MIN. 4'POT N.A. 0 BOTANICAL NAME COMMON NAME BY WT, PURITY GERM PLANTING RATE
6 SYMPHORICARPOS ALBUS COMMON SNOWBERRY 3'-4TL 5GAL. 18"X 24" I 4 CANES 3 ft AND UP POA PRATENSIS PARK PARK KENTUCKY BLUEGRASS 55 % 90%_ 85%
PDA TRIVIALLAS ROUGH STALK BLUEGRASS 10% 90% 85%
9 EUONYMJS ALATA WINGED SPINDLE TREE 4-5 TL 5GAL. I8
.X24 1. 2 4CANES Oft AND UP 5 Lbs/1000 SQ.FT.
FESTUCA RUBRUA CREEPING RED FESCUE 32% 90% 90%
700 POTENTILLA VERNA SPRING CINQUEFOIL 4"SP.MIN. POTTED I N.A. 0 10MAIN ROOTS NOT LESS THAN 3"LONG
TRIFOLIUM REPENS WHITE DUTCH CLOVER 3% 90% 90
15 PRUNUS TENELLA ALBA RUSSIAN ALMOND 3-4TL 3-5GAL. 18"K24" 2. 4 CANES 3ft AND UP
100 POTENTILLAFRUTICOSA SHRUBBY CINQUEFOIL 18=247L 3-GAL. IB"XIW I 5 CANES IB��ANDUP GRANULAR FERTILIZER
10 RIBIES ALPINUM ALPINE CURRANT I5'=14"T 3 GAL. 18''X18° 1 4 CANES 15° AND UP FERTILIZER % BY WT. REMARKS
NITROGEN 6% 2 Lbs/1000 SQFT APPLIED DUPING SEED BED PREPARATION
160 PHLOX PROCUMBENS TRAILING PHLOX 4'SP.MIN. 4'POT N.A. 0 PHOSPHORUS 10%
9 SAMBLICUSCANADENSISAUREA AMERICAN ELDER 3-4!TL 5 GAL. 14'X24" 2 4 CANES 3ft AND UP POTASH 4% 2 Lbs/IOJO SQ FT APPLIED 30DAYS FOLLOWING COMPLETION OF
8 CARAGANAPYGMAEA PYGMY CARAGANA 18t-247L 3GAL 18"/,24" 1 5 CANES OR MORE 18"AND UP IRO 3% INTIAL SEEDING OF GRASS MIXTURE.
44 JUNIPER US HORIZONTALIS. HORIZONTAL JUNIPER 18°24"SP 5 GAL, IB"X24" 2
15 J UNIPERUS SCOPULORUM ROCKY MT. JUNIPER 4E6'TL 7 GAL. 16'X36" 2 BUTTE HILL VARIETY ITEM UNIT QUANTITY REMARKS
17 RHUS AROMATICA SKUNKSUSH SUMAC 2=3'TL 3 GAL. 18"X 24" 1 3 CANES 2ft AND UP SODDING SO YDS. 5,653 SEE SPECIAL PROVISIONS AND BID PROPOSAL
400 AJUGA REPTANS CARPET BJGLE 4'MINS POTTED N.A. 0
7v�— - �c%POUNQ L/NE ED A D NEE T EEO.ROAD STATE OTAL
_ DIV.NO. PROD NO SNO.T SNEETS
8 MONT. U-203�IO� t� DF II
A,-If"MANUAL ANGLE VALVE-USE�P.9/NBI,POM/9✓-/{•;B�C,rdE�P53KopEQLNVALENT.
T Q-IF6.46eFLOVy PREVENTOR-USE BEECOML2F66-C;CLAz7-CW3-0eEQU1VACENT.
rr G-1FPRESSURE REDUCING VALVE-USECLArON90SZei6-G,OR6QU/V U-N7.
'✓6PE6XrP 6"EAd/VY9Y 4 pl
ALL SPrP/NKLE,e HE40S .4,PE TO 41�f /OOP-(JP
J SPRINKLER HE40S-
), o
5HRU88ERY HEAD RISER PIPES ARE To 8E Vs" FVG. �
6.5.P. ANQ EXTENO APPPDX. I'-O"ABOVE G,2CXIND p
e C17Y*#TEK 4,' :h WHEREPIS6,PS ARE USED; SWIN6 JO//VTS RRE NO'r N
/ ` e PEQU/REQ• It
- - •�T aaaaa- aaaoc�C NOTES; PVC LATERAL '
i �, LAP•PE/NFO,PC/NG B<flP/'6"M<N. ` r�
•• /Ma MPAND V✓,9LLS,U$E Cb/�/T/NUOUS
NOTE: USE TE FL ON TAPE ON ALL J-�PVC TEE OR E L L
4 8,9.PS )Ceo4J TOP INTO W*4S W,yEN-
r SEE MANUAL D,FA/N £vE,P FOSS/BEE•
/ O'NIIN CA'AVEL VALVE DETAIL Cb$T OF�E/NFOfPC/NO STEEL CL19SSLY7 THREADED CONNECT/O/Y5.
'70- ,PETE,,91v4'Y19N<yoLE co�E,P SNSI<L
Be/NCCULIED/NTHELUMPSUM B/OFOe ELE VAT�ON VIEW DE TAIL A THE see/NrcEesys7E,�,.
ALL PIPING TO BE NO SCALE
ME TFiR
•1 11„.•, SNAKED/N TRENCHES ,
AS SHOWN (5EE
�uECIAC °RCV1$/ON$) MP SEE SPECGL PPOVISIO/NS
5mlVoARD reIN6 AND 6rPRTE SEE MONTANA SHELTER
4 RE&9?/aQOP DEPT OFH/6HWAY5 ST,9/VDAkD Dk'AW1NG NO.67 STATION GOVJ1ROlLER FOR AUTOMATIC
t CONTROL SPECIFICATIONS
fF
TPENCH11)(9 DETAIL
�_--�
v192LEh S�IT2EET ELLS
PVC ECL Ull
,9 oer/2 SPACED ' ZYPICAL W IMP/NC DIAGEAM POUND w42E
�i 90uT/2"CENTERS �� ' .)
RE&fe/5TYPIOgL f (ONLY E16HT STATIONS SHOWN)
01c SATIeF sr ej rnfr /FLAN VIEW
-- - — --_- -- -- - -- NOTES_
I COPPED CO/VDUCT0/2 .;HAL/-BE DIRECT 8bP.I aL- W1f2F_ TYPE /IPRFOVED, S WING JOIN T DE T A/L S
PC A/'V V/f W 3.SEE FtECTRI CAIN CONTRO VALVE DETAIL. NO SCAL E
n!G SCALE 4 ->FC SWIN6 JOINT DETAIL _
5.ELLf-T.PIC CONTROLLEE,.P,9/N8/PDRC-23;BUCKEKICM-24E; OPEQU/VA[ENT-
V//(VE/✓/fw C'k H4/PrC//G'�/"n; 6.SEE DETi9/LA-
BlIcCNL%P<24;Orf-EgU/V,9[EIVT. 7}'QUICK COUPECR SHALL 8Ef1 RAN✓,91R0 33;13UCKNE,P/3;OREOUIVfiLE7VT, 0Z v'£MAAA1lC1__-//w/:%/I(. n -1 ^,8JCr1VE,E'74,•
/?SEE SPECIAL PROV/S/ONS. OF CW'U/VyLENT.
- /v N/ 'ice / -rr r /, �� r Il
c�2' PVC PIPE SL E EVE
N,F /VF, SE NG
y,4 TF I/✓ TAI_4/1 i.'/v CiFf INS/N TI/E
.l� LF-6FIVEJ �� tN/N6,fL/r/AV' BUC.tNER �n/v"rovr -♦ f/r-N
p d-SOU"h^E 8V88L ER-R.91N8/RCtjk
2600B;BUCKNEP 402 OR EQUIVA�.ENT D'/rHr/N TA6 E//V NE.)/FTf
ULL C/PCCE,POP-UP.PA/NB/PD l7/HPFt3UCKNEP4o3HFF: /E' SS T <i'FTHEFNTEEO—l4'A-Al/IJS,F .
OR EQUIVALENT.
_ N —W PAI)/U�,,HALFCIRCLE,FUP.UP,kg11V81,PD/71 HPH;,BUCKNE,F 403HPH.-,
OP FOL,IVALENT.
W// E lO % 14',PAD1US,QU9PTE,e CG,PCLE,PoP•UPRAINSI,PC/7/HPQ,8VCKA/EP40jNPQ; �( /
C_'r'JNTI%OG ' — 1 - - CrP ECiU l✓AGENT r:'ryn l i r- --_ q. -�:_
—FULL C/PCLE,SHRUB HEAD,,PA/NBIRD 2900FG7,-F,gdCKNE,e 403 SJf;
CK EQUIVALENT. • /
—H,9 / CIRCLE SHRU8 NEAO,PAINBIP_O240OFG Ty 4`-!/Z%✓/EPEE
BUC',fNER 40�_�H
f LEC r2/,f- (,O/VTlaoC VAL VE OR EQUIVALENT.
— f_1-PTE,2 GJPCLE SHPL/BHEAD,PA/NBIkD 240CELT-Q;dUCKNEP4C ErQ, .,,;
NO 51fAL E y +<2/c/✓7 S/L/ /�
GI EQL/VAIL ENT. R a �,
MANI/AI DIPAI IV IAI VE-
' (NO SCALE)
SUMMARY-(WEST MAIN ST) -BOZEMAN
PVC-160 PIPE(8.) 'IA A` Yff. W 1l i; =
r\ VAI VES 'ELECTRIC GP(a)E TKx/EP VALVE (6')
C
COfPER 4'C (A (e) ( )
'M`JNUA l BACKE IiMAVUAL 1t'Pk<'.,'_;UPE rIJ ELL ONTEt?Lr�V7ftXLCP 55 CLI.YUS. SiiECTE'E MyNHOLE SERVICE
l(8) fCl 6 ((G.) E
' N Pkc'EVENTU ANGLE RfDUCER COUP. Ij 4" 2" (Al) A5 6wBLY
F520 /OE70/070 450 /35 2090 /7J200 330 354 // _ 37 I /86 30 Z 14 /2/ 27 / /35 27
::4-1
/l/1 %y,l r/TIES LISTED AeF FOR EST/MAT/N6 PliePOSE5 ONLY. DESIGNED
' DRAWN
CHECKED
R".SED
" REVILED
DRAWING NO.
REVISED
STATE PROJECT NO. SHEET NO.
MONTAN U-203()O) L.3 OF 11
(WEST MAIN ST)- BOZEMAN
ClTr WA7TP#9,91N SEE DET91L A
10
re
4_>
LEG END
A-sueFAcE bue&ce-eA1,ve1,pq ?600a,aqce1vep, 4o2j 6Q 111446-NT
I cy? (-/
0- 14',-AD1U!5,F_01_L CIRCLE,POP-UP,RMNSIRD 171HP.-,,611C&N,-1e4o31ypF;
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