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NOV . 7 1974 



MLDOCUMENTS 



ROAD CONSTRUCTION 

STANDARDS 



MONTANA 
STATE HIGHWAY COMMISSION 
HELENA MONTANA 



^AOHTAHA STATE LIBRARY 
930 East Lvndo.e Avenoe 
H.len., ^Aon.ano 59601 



MONTANA STATP LIBRARY 
If Avenue 
'Vi.mana 59601 



Rf V 4 - I'! - 4-: 



1 



INDEX 

Note; 

First one or two mxmbers refer to sheet number; remaining 
letters and numbers refer to standard numbers* 

Page Standard No, 
BERMS AT BRIDCS; ENDS 3- Gl* 



CONVENTIONAL SIGNS 

Conventional Signs •• •••••••• 4' Dl 

Conventional Signs 5- Dl 

Conventional Signs ...*.•••••..•.•••• 6- Dl 

Conventional Signs 7- Dl 

Conventional Signs • 8- Dl 

Conventional Signs ••..•••.••••* 9- Dl 

Conventional Signs 10- Dl 



CULVERTS 

Concrete, Reinf. Box *..... 11 - C4 

Concrete, Reinf. Box, Table for 12 - C42 

Concrete, Reinf. Box Dbl 13 - C4a 

Concrete, Reinf, Box Dbl, Table for , 14 - C4a2 

Concrete, Reinf, Box 15- S9 

Concrete, Reinf, Box 16 - SIO 

Concrete, Reinf. Box 17 - Sll 

Concrete, Reinf, Box (Detail for lengthening) , . . . 18 - LBC 

R.C.P. Flared End Term, Sect, (Prefabricated) . . , , 19 - C7 

R.C.P, Flared End Term, Sect, (Prefabricated) .... 19 - C72 

R.C.P. Flared End Term, Sect, (Cast in Place) , . . . 20 - C71 

CM. P. Flared Qid Term. Sect, (Prefabricated) , . , , 20 - C72 

CM. P., Concrete Head Walls , 21- MS 



EMBANKMEOT 

Hand Laid Rock 22- E 



FENCE 

Snow, Wood Slat 23 - SKL 

Right-of-way 24 - EWF 



FURROW DITCH 25 - FD 



GUARD RAIL , 

Laminated Wood (with Wood or Concrete Posts) , , , , • 26 - C2u 
Rustic 27 - GR2 



REV. lO-Zfe-48 



2 



nrosx 

Page Standard No. 



GUIDE POSTS 

?/ood • 28 - CEPl 

xtound l^ood 28 - GP2 

Concrete 29 - GP2 

IRRIGATION STRUCTURES 

Head Gate, Wood 30 - HG 

Metal Ditch Lining (Lennon Type) , 31 - MDLl 

Metal Ditch Lining (Sinplex Type) 32 - MDL2 

Pipe Supports, Concrete 33 *" S2 

Inlet & Outlet Headwalls ..... ..... 34 - S3 

Syphon, Cornigated Metal 35 - Si 

Syphon, Converted Culvert 36 - 1.6a 

Syphon, Wells 37 - MSb 

MARKERS 

Project and Station 3S - ML 

MDNUMENTS 

Right-of-J^ay 38 - ML 

NOTES 

Standard Sunanary Notes • 53 - SN 

RETAINING mLS 

Qj±»anl<ment (Hand Laid Rock) 22-E 

Dry Rubble I&sonry 22 - E 

Rubble I-fesonry or Concrete 39 - R 

Riprap (Hand Laid) 22 - E 

Riprap at Culvert Ends (Grouted) • 40 - CRRl 

Riprap (Grouted) for Corr. Sect. Plate Culverts , , , 41 - GCRR 

SEIVERS 

Combination l&inhole Sc. Catch Basin 42 - S£ 

Drop Inlet 43 - SE2 

SHRINKAGE. FACTORS 

For Grading Quantities 54 - SF 

SIGNS 

Danger 44 - CS5 

Detour « . • • 45 - CS4 

Drive Slow 46 - CS7 

Ref lectorized R.R. Advance Warning Sign 47 - RCSl 

50° Ref lectorized R.R. Crossing Protective Sign ... 47 - RCS2 

90ORefl«ctorized R.R, Grossing Protective Sign. ... 47 - RCS3 

Road Closed 43 - CS2 

Slow 49 - CS3 

Slow 50 - CS6 

Warning 51 - CSl 

Reflectorized - Warning, Road Closed, Slow & Detoiu? . 52 - CSl, 2, 3 & 4(R) 

STOCK GUARD 55 - SG 



REV, I - Z4- 49 



BRIDGE BERMS 

/\^or£ ^ee Sfcf. Dre5 winds for re/<^^/an 
of pro//7e ^raae to f/'n. ^rsae. 





TYPE A TYPE B 

BERM AT PILE BRIDGE ENDS 




BERM AT CONCRETE BRIDGE ENDS 



AOM/AJ/Sr/SA T/V£ A/D 



CONVENTIONAL SIGNS 



pe/MAey eoAos.oe //^c» w/ot 

ALL OT^£eS .03 /A/^>/ VV/DC 
Pe/M/T/V£ JeOAD3 



ceADBo eoAO 

G/BAVALSD /eOAO 
0/L&D /eOAD 

PAV£D eOAD ^3^/C/< OjS COA/C.) 
F£0. A/D /SOUT/S/S (sfOA/-£X/MTe^/T moAo) . 

FtD. A/D eoUT/MS Co^ Mx/sr/sfa jeoAn) 
w woo Of a / sr£AL, c » co/^c*mtm ^^sova) 

neAwse/paes 
Aec^aje/DG£3 
pje£& P£/eje/£.s 

TOLL. Pe /££!/£ 3 
P/GNWAy TU/sfSf£L3 
PA33 

U.3. /^/SPWAyj 
^TATB P/GPyVAy.3 

P£D. A/D ^y3Te/^ 

PSD. A/D 3ECo^^DAey 3y3reM. 

DAM W/TP /eoAD 
DAAf VV/TPOUT /eOAa 
/eA/L/eOAO (L^JitaM ^CALe /Vf^^^). 
/PA/L jeOAD(^/^LL 3C^L£ AlAAs). 
jBA/L/eOAD 3TAT/0/</3 



I I I ' I I I I I I I 1 I II 



PIPtSTO NE PASS 



P. A. 
PA3. 
M 



Montana 5taie Hi 



Commission 



CONVENTIONAL SIGNS 



JBA/LeOAD Cje033/Kf3 
/BA/LeOAD A30V£ 
jeA/LeOAD B&LOW 

CATTLA Si^A'B'OS 
/~3/G^3 C/^L.A/^^) 
^/G/^3 (/e3PL3CTO^ . 

^ 3e.LL3 

L/s^r3 (STAT/oMAey^ . 

^ USMT3 C^LA3M/^<S) 
^ L /<S^T3(3 TOP / Cfo) . 
^ WAG 

WATCH MA^f 
Q GATt3CA^OT CLA33/F/&D) 

^ C;ATe3 (AUTOMAT/C) . 

\ 3Aee/£e3 (manual) 

3Aee/&/e3 (4UTOMAT/C) . 

\ 

APPeOACH iVAe/s//\/ff (?='la/n) 
^ APPROACH WAe^^/NS 3/CjA/3(Je£PL£Cro^). 
3TATe f NAT/ONAL L/NB 
COUNTY LINO. 

c/rr, v/LLAGS oje 30/eouGH l/nb 



^lie 



CD 



s 

0 



y 



Montana Stale HiftWwa^ Commission 




1 



CONVENTIONAL SIGNS 



//////// ///////// ////////// /////// //// 



-n — 1>4 1 



F£NC£ L/Sf£ 
eA/L F£S/C£ 

3U/0£ P03T3 
3NOW F'£A/C£ 
USfF£S^C£0 F'/eo/o>£MrY 

e/^ L/S^£ (f£^C£D) 

Mt.e. j^Av(F&sfeao) 
M. s. e/^ (Uf>mNe£D) 



HHuaaiiiuiiMaiiia 

Givm 3]^. 



&A3£ o/e 3umv£y l/a^£ 
r/eA^£L£o ^AY 

L£y££ 

CUL V£eT3 /A/ F»L^C£ 
Sf£W Ci/LVM/eT3 ^/»LA/^) 
N£W CULV£eT3 (/e»/eo^/L£) . 

T/eou.£y 

T£L£P/^0/Sf£ fi>OL£- 



liiiii I mil 1 1 1 1 1 1 1 1 1 1 1 ■ I • <M><i**<>*lll*< 



Montana 5iate HV^hwag CommiftV>on. 




7'DJ 



CONVENTIONAL SIGNS 



GUY POL& 
MAiM3H, 3WAMP 
DITCH 

OeOP /NL£T O/e CATCU BA3/N 

CONC. BOX cuLV£er 

MAM HOLE 

3CAL£3 

3TO/Sf& WALL 

roOT/^AT^ 

CO/^C. ^/DBWALK 
CONC. CUje3 

HEAVY T/MBSe, \t^OOS 
^tPA/BATB TJe3M3 

oecHA/eo 

3Pe/NS 

IhJreeM/TTBNT 3T03Ahf 
SMALL Ce3£K 
I/BB/OAy/On CASUAL 



Jit— A'A ^ 




CS/ve 3/<9.) 



tzzzzxzzzzi 
W f^l mf it 



o 



• 




(Si (S CB> Sb 

i£ a> 9 (S 
e ® oi « 



/l^/kCneeA 



Montana 5tatg H\<<hwau Gommiftsk^n 



CONVENTIONAL SIGNS 



j^oT£ ■■ sh^cf/h^ for /ar;ge r/verj 
be /n p«nci7 op 

GULCH 




MifSOUM/ 



fSWAN' LAKE 



S/YC^am* 

C/V/L A££0/^AUT/CS AUTHOe/rY /^TBBMEDA T£ AJE F/e.LP "O" 



COAfMteC/AL OJe MUSf/C/PAL A/e F/£LD 

/^AeK&D Aux/LfAer A/e p-zbld 

L£TT£e 'a' //^D/CAT£3 HOOS/NS /^C/LJT/£S 

C^OLF (jeouND o/e couNTey club 
C£/^£r£eY 

//s/coepojeAT£D yov^N 

3rAT£ CAP/TAL 
COU/sfTY ^£AT 

or/^£e TowA/s 

PA/BM UNIT 
DW£LL//^3 

GjeoOPJ OP D^£LL/S/a^ 

3MALL aU3/N£33 £3rA3L./SH/yf£/^T 

Geo UP OFJ/\MLL 3 U3 /A/e 3 3 £3TA3L /3HMes/T3 
TOWSf HALL 



I I Cor 



o 



i 



Montana State Highway Commi&5\on 



CONVENTIONAL SIGNS 




CHUBCH 




3CHOOL HOU3£ 


1 


CoeeSCT/ONAL /NST/TUr/ON 


m 


/NDU3T/e/^L PLANT 


J 


nS.BT DUMP 




CAMP Oje LODGE. 




eAS/G£e OiS GUAI3P 3TAT/ON 




LOOKOUT 3TAT/0/S/ 


m 


3AWAi/LL 




CAMPCSeOU/s/D ^ 

3£A30S/AL Oe 3UMM&IZ COLOA/Y DWELL /NG ^ 
CEOUP OP SeASOhlAL Oe 3UM^fBe COLOMY DWSLL/NG 
M/NS. , QUASBY OJS. OA'E/Y CUT ^ 


O/L O/e C/^S WELL 




TAS//<S 




POWE/e PLANT 


B 


PO/BT 




^AO/O 3TAT/ON 




a^jBSAGE OUMP 


m 


3TAT3 eOAD (SAVAGE 


■ 


GAME PA/BAf oe P/3/^ HATCHE/Sy 


ft 


U. 3. PoeT3 OP ENTSY 




3TATE COU&TESY 3TAT/ON 




STATE COUSTESY STAT/ON 
WITH P/T SCALES 




Wonlana State Hi^hwaq Comm\ssion 







/O'OJ 



CONVENTIONAL SIGNS 

C.C.C. CTy^MP JLccc 



JZ,3SO 



PeOM/MENT PSAK 
OLAC/£,e 

jBE^ssevo/e with dam 

P/eojECT MA^K£/Z S 

3TAT/OSf MA^/C£JZ % 

/eos/ pisfj /eosf P/PE o/s j^U3 4 T/^^^- •i.roph.t. 

L/CSHT CABLE LC. LjC. 

TBLEPHOME CJZ TELEGJBAPH CASLE --TeLePHOh/e-<Mt-T£LE6. 

WATBS L/N£ »V 

3£V^E/e L/NE 3 3 

NATURAL GAS LINE HG. MS. 

SASOL/NE Oje O/L LINE —GASOLINE O/E OIL 



Montana State H\ghway Corr\rT\\55\on 



ADM/A 



~A7zr 



REV. -4-1- 48 



J 



REINFORCED CONCRETE CULVERTS 



0 



1 



o 
o 



I 




2 



i 




I 




/7a/ /if^^ //bo/ 



"^r: 



3_ 




LC?/VO/TL/£^/A//7Z. ^£^T/aA/ 



i 



/TP/- ^:/y/7/^/7Jf/iP/z^ ,5y7<^ 



/b jv///p//7 S^O* C!/yif/7£://o/7 C!/ 

M<ff// /-(^//y/orcr/rT^ /a /o Aa i/^a^f. 

C/a^^^ ca/7<:mr/ff 

Vt- /7//ax/xx^i/ cor/7er^ /c 



IV 



/6LBC. 



/2 - C4Z 



DIMENSIONS AND QUANTITIES 

FOR REINFORCED CONCRETE BOX CULVERTS 

WITH WING HEADWALLS 





l^DMJA//SrS^rJ^A. AID 



o 
o 



i 



REINFORCED CONCRETE DOUBLE BOX CULVERT 





T 




//ore.:- LE^fGTHaNiNG — See SfJ. /S L0C 




DIMENSIONS AND QUANTITIES FOR REINFORCED CONCRETE DOUBLE BOX CULVERTS 

WITH WING HEADWALLS 



o 
3 
r* 
ft 



sr 



I 

O 





T//£'c/^jEr/c>^^ My^/a^/r « /^/r /^c?ot 

QUANTIT/ES ^/S£ PO/S. £ST//^ATtNG /=>Uf3f>aSE.S ONLY- 



Impoc/- 7ap*r-aa' fi-o/n SO % an ianr 
yo*i /ir /?//y otvr /O /Se»3^ 




us* sarrt* ^/-rw/ S*c//on /A-wty/W/ 

Sector}, aoc^ si^c^^/r^ s^f^o^ Sm>^ 
r/7* /ffno/As af//}tr ^ar/£>i/s s^cz^/ans /r>erii/ 

' /-^/ $ 



/h* so/T?* OS ^ s^uonr ana's a-jecapfn^ as 

f/ta /ffngAhs £^ /h^ fy/zw ii^//s. JSs»» '2^^»-tsr» 
fir- /ffr>y/Z7s of >Vzn^ >^//S 'on Z*»jr Afo. Jv/ 



TYPICAL LONGITUDINAL SECTION 





™=1 


[■ ■ 




































TYPICAL SECTION OF BAHREL 



HALF PLAN AND HALF SECTION 

DIMENSIONS a QUANTITIES FOR BARREL SECTIONS ^ ""^^ ^ ^ n^hg ^uonmnj 




SPECIFICATIONS -Mo^fhna SfaZv zy/pfymx/ C£>mmz3Sia^ SftanaiS'V' 

/S- /Y/<g/>u^ S'hzcA'/w J^//^OM»m t^inhss e^Aartyrs^ /wW 
yyE_LOAp- H/5 or, ^or^ s/oS, z^£0 anf//. Sa^z^oM o6e"v 
DEAD LOAD -^/-/^ /^iP^perc^z./? i^fZ> Je''/?ct^/>nrssi^ or> s>o(». 
CONCRETE -^// concnr^ ^aA'JMt C^ss>in '/tkt /iS -/OO^/oifa^ 

!^ f/'/'/s Oi^fr- /C C' i^^^T^n '/SiX!W/ez^ sZ)<^Z/ t^fyxih o s^^vnarA 



Stppor-fs pf c^pr-ayO'C^ rrta^. J^a^/zy of mo.'n /W/-7/&/-KV/-y 
pffrrwf/ecZ o.'j/v as sAo**rr. Sana's /n nr/nn^cvna Acrs 

^ ri*)a bar: /^aa/i^ sAa^/ can^hr-rr^ fe> O-irrjans^ffns sAo>vr> 
//7 fhs ^//ati^/T^ S-i'a^A. 



a'' okTTtai^i' a/" ^ar- 



COWSTRUCTIQ N JOINTS - Caisfr^on jozn^fs s/>a// Ar /twb*- <*t^ 
O,' /ocohipns 3''ioi*.n /ha p/a.-ff, or- as ojspny^aa'^ 07^ ,if>y//*i»r 
^a^i/a'i^ A'ays sAa// Aa pr^fC^fC *?/ a// consA-i^Aon jof/^i^ 
as rto^a' on ff'ra p/^s or- i^/ifrYTf/ziiK^ Ay /Aa £?7^/Aaa/r 



OCllMfP 






MA»N 


/iVM 






Z.iVH. 




CtCCKCD 












■tVIEM* 







STATE OF MONTANA 
STATE HIGHWAY COMMISSION 



STANDARD REINFORCED CONCRETE 
BOX CULVERTS 
SHEET NS I or 3 SHEETS 

FOR OTHER OCTAILS 

SEE owes. Na s-io a s-ii 



MBOM PLMM MrMCni 

MAWMO Na S-9 



r 



Nore - for culver/ hei^h 

of i'&;?'o; 3-0' w 4'<)' 

omit ban 5 



HtlOHT 


DIMENSIONS OF TYPE XWING WALLS 


LENGTH 
WING WAU 


(t 
u 

i 


DISTANCE 1 


I DISTANCE ■ 


1 DISTANCE 1 


\ DISTANCE 1 


BAJ 
R ■ 


5 


BAI 

C 




1 DISTANCE 


SIZE 


i 

P 


Sl« 


% 




1 


A 


X 


Y 


D 


S 






None 






?r 






\r 


t** 


\r 




2" 










r-5 




r 


\T 




I?- 




y 








IS 




Mi 


V* 


w 




ir 




4' 


5'-l' 








3-r 




r 


fi- 




w 




5 






yy 






rr 


f"* 


ll' 




8" 




u 


T-y 














ii" 




f 




T 


8-I- 




tr 




3'-» 


w 


it 


II' 






2-6.- 












ft 






\r 




5' 





Top and , [S^a^^ 



Normal spc . 




auANTne n wing wMis°5jr 


s 

? 




TYPE"X 


rrpt XWITH 
APnON SLAB 


CLEAR 

smN 


CONC. 
CUYDS 


REINE 
STEEL 
LBS? 


CONC 


REMF- 
ST^D- 
LS5.» 




Z' 


1.20 


136 


1.13 


154 


I.S4 


no 


176 


n6 


z 

3- 


3 




178 


192 


212 


lit 


ni 


3.26 


326 


? 
J 

4' 


4' 


nis 


1*9 


2.08 


226 


2T3 


283 


3.46 


350 


}7t 


3T5 


4T4 


457 


4' 

TT 


5 


j.m 


292 


362 


370 




Mi 


4-92 


47a 




485 


646 


599 


3' 
4' 
5' 


& 




301 


IM 


389 


3.% 


391 


512 


500 


5.15 


495 


6.69 


felT 


6.79 


652 


S75 


789 


a 10 


93g 


10.37 


1059 


J 
4' 
5 
&' 


5 


3.1? 


321 


4.16 


426 


'<l.ll 


4l4 


}.4l 


541 


5.31 


515 


712 


650 




6T2 


866 


832 


IO.M 


1173 


1585 


1425 



- NOTES - 

QUANTITIES'- 

Puai/ifKi m iving wa/ls fabuloM tire fx one 
end cf 0 square cofvcrf inc/udt : 
/prJff xA' ■ VJing and fhdr pofing^, cuf-ojf 
wa/l, and curb- 

r<3r T ype 'tfwifhftomnSf^ : Mho nofe atd ffte'ir 
foohnp, curb, efrw ihb and cuf-aff v^l. 
For ^Msd ojfyerh these ^uatflfies musf be 
compuM. 

OTHER NOTES --A>- oftcr /wte sop Aw No. S-9. 



STATE OF MONTANA 
STATE HIGHWAY COMMISSION 



FOR SKE T 13'OR LESS 



STANDARD REIMT>RCED CONCRETE 
BOX CULVERTS 
SHEET NB2 OF 3 SHEETS 
FOR OTHES DETAILS 
SEE DWCS. NO. 5-9 AND S-ll 



BOTTOM SLAB WITH APRON 



SECTION R-R 



TOR SKEWS IS' OR LESS 
SLAB REINF FOR SKEWED ENDS -TYPE A WING WALLS. 



DRAWING NO S" 10 



I 



'4 ( V-tf ''^-^J. 



OS /n CKf/ac»/7/^ 




SECTION G-G 



TYPE "B- WING VWLLS 

fhingno/h fXffvJkl b barrel) 



SECTION ALONG 1 CULVERT 



QUANTITIES IN WING WALLS "S.^;" 


5 
* 




TyPE B' 

FILL5 UNKR 3 FT 


TYPfB* 

FILL5 3 » 10 FT, 


1 


CLEAR 


CONC. 

euros 


STEEL 
UBS* 


CONC. 
CUYOS 


REINP 
STEEL 
LBS* 




2 


0.45 


93 


0.4 3 


93 


r 


0.5(t 


106 


a 56 


106 


^' 


3 


0.69 


127 


069 


127 




1.06 


178 


1.06 


176 


z 




0.83 


)44 


ass 


144 


3' 


A 


1 2* 


209 


t.S7 


202 


4- 




I.&3 


?84 


1.68 


277 


3 




1.45 


241 


J-49 


243 


4- 


5 


1.90 


319 


I.9B 


321 


S 




2.48 


396 


2.56 


408 


y 




1. 71 


f63 


1.76 


289 


4- 




?. 23 


345 


2.Z9 


386 


5' 


Q> 


2-81 


425 


2.88 


472 


c- 




3.57 


504 


3.67 


562 


r 




4 36 


636 


4.4S 


694 


3- 




2.36 


340 


2.33 


375 


4- 




aoT 


407 


3.31 


477 




6 


3.8i 


515 


4. 16 


58© 






4.72 


642 


5.09 


662 


6' 




666 


960 


7.17 


1030 



Safs h'ona't 




PLAN 




* ^ ^ jtHn^yaoiZ-ns' f»rm^7/hnt^ ^^wV^J** 



FDft WEW3 OVER IJ* 



DIMENSIONS OF 
TYPE 'B" WtNG WALLS 



HCICHT 


f g 

1 1 


1 SPACING I 




H 


M 


J 


iL w 


I-6' 


I'.icr 


IZ' 




r 


2-9' 


\V 




3' 


418* 


w 




4' 


6 




\z 




5' 


7 


a 


12* 


e' r'-* 


6' 


9 




ir 


6- i-e 


T 


10 


4- 


10' 


5- 


ff 


12 


2' 




"^3^0 



/ Normal ^xxing^ i Norma/ Sfltxwjf-y 
•Jama/ifiociy V ^ Norma/ sfiocin^ / 





Jt?/'* ibr Tifie '3' mg no/h) 



■/Normol ipaein^ 

/i Normal spacn 

PLAN FOR SKEWS IST OR LESS 

SLAB REIhF. FPR SKEWED ENDS-TYPE 'B' WING WLLS 



-NOTES - 
QUANTITIES - 

Oaanfifm >f> wm? »*ioto btuJoM arv for one vdof square cu/verf 

and inchxk '- 

Jhr Ti^oe B '- viaih, holhm slab befimen fhem, cuf-cff wo// 

and Ci/rb. 

^ ^yyed culver/a ■ //kx tjuorr/il/n mjsl be compukd 
OTHER NOTES --/ey o/herno/e^ see Drto. /■*>. S-9. 



STATE OF MONTANA 
S TATE HIGHWAY COMMISSION 

STANDARD REtl^ORCED CONCRETE 

BOX CULVERTS 



SHEET Ns 3 or 3 SHEETS 

ran OTHER DCTAILS 
SEE DWOa NO. S-9 « B-IO 



J6'L3C 



OETAvlL FOR L.e.V4QTH^MmQ 
EX\ST»MG Rt-COKC. BOX. CULVERT 



£>e removec/ 




/^ew Sox 



^4''^x Z4''c:/oive/s 



ho//o/T? o/ new Sox jo/h rh^r 
o/ ^he o/a. Curo to 6^ 



W/DAl/A//3r/eAT/V£ A/P 



Monlaaa Stale Hijuhwavi Comm\g5<orv. 



o 

-+- 

3 



0» 

— 

91- 

a 

3- 

Ql 

o 
3 

3. 
» 
«'». 
5 
3 



FLARED END TERMINAL SECTION 
FOR REINFORCED SECTIONAL CONCRETE PIPE 

(PREFABRICATED) 

Hub end on ouHei end- 5ec4 ions. 
f5pigo+ end on inle'Vcnd scc+i'i 




* ■ Mormal sKoulder 
slope- 



PLAN 



SLOPE DETAIL 




■3:1 Slope 



^Bar or sfeel fabric 
) -reinforcement. 




SECTION X-X 



END VIEW 



END- SECTION DIMENSIONS 



DIAM. 


A 


B 


C 


D 


E 


tz" 


4-" 


I'-O' 


A'-Oj" 




2-0" 


IS" 


6" 


z'-3" 


5'- 10" 


G'-r 




18' 


9" 


2-5" 


3'- 10" 


d'-r 


5-0 


24" 


94' 




2'- 6" 


6 -it 


4'-o" 


30" 


r-0" 


4'-6" 




6-.| 


5-0" 


56" 


r- 9" 


5-3" 


2'-l0i- 


8'- 4 


fc'-O" 


AZ' 


1-3" 


s'-a" 


Z'-ll" 


8'- 2" 


C'-6' 


46" 


z'-o" 


6'-0" 


r-z" 


8-2 


7-0" 


« 60" 




5'-0" 


3'- 3" 


8'- 3" 


6'-0" 


■♦ to" Specia 
on the sloj 


end section baseo 
>e of a wi'n^ 2 to \ . 



Note. Reinforc\n^ 5\ce\ ^ Concrete shall conform lo 
Specifications for Reinforced Cone. Pipe. 



z 

0 

a 
-*- 

Ot 
3 
(k 

0> 
Qj 

n 

X 
& 

c 

o 
o 
3 
3. 
tt 

o' 
3 



HUB END ON Ol/TLET ENO-SCCTlON$ 
SPIGOT CNO ON INLET END- 
SECTIONS 




R OAD SURFACE 



I 



CULVERT - 




NORMAL SHOULDER 
SLOPE 



END SECTION 



5^ 



PLAN 



PLANNED CULVERT LENGTH 

SLOPE DETAIL 



y77//>«\W////AVV//W 




BAR OR STEEL FABRIC 
REINFORCEMENT 




END SEa 


•ION 


:}IMCNS10NS 


P)AM 


A 










«' 


« 

4- 










15' 


6" 


Z J" 


3'I0' 


*'-/- 




la' 




2-3" 


3-10' 




3-0 


24' 






— i — :r 
Z-b 




4-0" 


30- 






/-rV 




5-0- 


36' 


1 m 

i'3 


t )• 

5-3 








42' 




— * " 




S-z." 




4S' 






a-r 


e'-i" 


7-0' 



SECTION X-X 



END VIEW 



Mote:- Rejnforciv4C3 steel 4 concrete sha.l.1. conform to 
specifications for reinforced conc. pipe. 

FLARED EK40 TERMINAL SECTiON 
FOR RtIK4FORCED SECTIOMAL COMC. PIPE 
(PREFABRICATED) . 




9 



1 

I: 




L 



i 



€> 



o 
3 

Qi 
-* 
n 

■X. 
f 

n 

o 

3 
3 

m 

o 

3 



FLARED END TERMINAL SECTION FOR REINFORCED SECTIONAL CONC. PIPE 

(CAST IN PLACE), 



I s c. Culvert LentjiH gtiown in WatwdncWAes tnA Section len^^s"ft') 




PLAN 

^howin^ Reinforcing in invert of Apron. 
SidtwaU Rein^orcmg no+ shown. 




Shape o^ Apron 
back face 





q. CulverV 



LONGITUDINAL SECT. ALONG t OF S.C. CULV. 




-tni Section 



ESI 


•IMATE 01 


ANTITIES 


GENERAL Dl 


MENS IONS 


CULV. 
OIA. 


CONG. 


STL. 


NO. RCin 


IF.P 


kRS. 


A 


B 


c 


0 


E 


T 


<? 


L 


s 


V 


Il- 


0.1C.Y 






3 




i 




10 „ 




-1 -I 
z-o 






ls" 


Qi ' 


35 - 




4, 




4 




z-si 


l'.6i" 


z'-c' 




ft' 


15" 


0.4 " 


42 - 




4 




4 


9" 




t'-«t 










0.6 " 




1 


4 


(# 


5 




3'- 9". 


2'- 5'. 




\ZV4 




ao- 


10 • 


n • 




4 


6 




15 






5-0 


(5V4 




36' 


14 " 


67 


1 


4 


0 


a 




5-<i', 


a'-4;. 


t'-oj 


19 




At' 


1.9 " 


107 " 


1 


4 




1 




(i'-4i 










48' 


Z.4 " 


1^ ■ 


1 


5 




6 


24" 


7-3" 


4-5" 


T-o* 






»C0" 


3.0 •• 




1 


5 


6 


a 


50" 






-1-4' 


30" 





5V 




cuiv. 4 



Mvn. 



SECTION X-X 



ELEVATION 



^4oTE The ReinWcemeni 6teel \je 
t" deformed bars . Concrete lo be 
Cia»9 "D" 




SECTION 2-Z 



zo - ciz 



FLARED END TERMINAL SECTION (PREFABRICATED) 
FOR CORRUGATED METAL PIPE 



GALVANIZED 
METAL- "Z 




V-\ HOLES ON »2."CCNTtR5- MAX-J-J^ 
|<aALV. TOE PLATE SAME GA.AS SKlR-pv 

.1 



ELEVATION. 



CULV. 
blA. 


DIMENSIONS 


"A" 

(MIN.) 


"B" 
(MAX.) 


(•Z" TOL) 


W 

(2" TOLl) 


(lTOL> 


"V" 


12" 


9" 


G" 


24" 


24" 


4" 


7" 


15" 


9" 




30" 


30" 


5" 


7" 


18" 


9" 


9" 




36" 




7" 


71" 


9" 


H" 




42" 


M 

7 


7" 


24" 


9" 


IZ" 


46' 


46" 


8" 


7" 


30* 


9" 


15" 


60" 


59" 


10" 


7"' 


5(b* 


14- 


18- 


72" 


70" 


12" 


12" 


At 


14" 


21" 


84" 


82" 


14' 


12" 


46 


14" 


24" 




94" 


i(b" 


If 



TOE PLATE TO BE PUNCHED WITH 
HOLES TO MATCH HOLES IN SKIRT LIP. 
y GALV. BOUTS TO BE FURNISHED. 
^LENGTH OF TOE PLATE EXT SHOWN ON 
PLANS. AVAILABLE STANDARD DEPTHS - 
IZ",l5";i6",24",30",3<^'448" 
TOE PLATE E.XTENS\ONS TO BE USED 
ONLY WHEN SPECIFIED- 
SK\RT SECTION F OR ir" TO 24" DlA- 
PIPE INCL.TO BE MADE IH ONE PIECE. 

SKIRT SECTION FOR SO" TO Afi" DlA. 
PIPE INCL. MAY BE MADE FROM TWO 
SHEETS WITH LA.P RIVETED SPLICE ON q. 

COMNECTOR SECTION, SKIRT, CORNER 
PLATES AND TOE PLATE TO BE GALV. 
AND SAME GAGE AS PIPE. 



APPROVED 



Montana 5tale Hic^Viwavt Commission. 




CUBIC YARDS OF CLASS "b" CONCRETE 







Double Cok/z. Metal 




\l 


S/A^OLE Cave /'//'S 


I?Ol/BLe C 




*/P£ 




so. fr 
/ P/pe 


L 






AiZEA 
Sf/.^T. 
2 P/PES 


f 


c//. yo3 

Oa/e 
//OtVL 


CI/, yos 

TWO 
//DWIS. 


\\ 


oi/rs/o£ 

So ^T. 

/ f*/f>e 




Ci/.YOS. 
//DiVL 


ct/. yos 

Tyt/zj 
//OIVIS 


AMEA 

so.rr 


i. 


€//• yos. 

OA/E 
//OlVi 


Cu. yos. 

TtVO 
//Ot^LS 




/.767 




o.e7 


/.34 


3. 534 


8'3' 


o.ae 


t.77 


/8' 


2i 


2.885 


6'o~ 


0.7/ 


/42 


S.770 


8-8' 


0.98 


/.9S 


24" 


3.142 


e'o' 


0.99 


/.9a 


6.284 


//-o- 


/.30 


Z.60 


24- 


3" 


4.909 


8-0 


/.06 


2.12 


9.8 /a 


//-6' 


/.44 


2.87 


30'- 




JO-O' 


/.36 


2.72 


9.8/6 


13-9' 


/. 78 


3.55 


30~ 


3f 


7.467 


/o'-o' 


/.46 


2.92 


14.934 


/4-4' 


2/0 


4.20 




7.068 


/2'0' 


/.7S 


3.54 


/4./36 




2.32 


4.63 


3*- 


4~ 


/O.SS9 


/2-0- 


/.92 


3.64 


2/. H6 


/7-2' 


2.56 


5.12 


4S^ 


967/ 


/4-0' 


2.2S 


4. SO 


/9.242 


/9-3' 


2.91 


5.82 


42' 


4f 


/4./86 


/4-0' 


2.44 


4.87 


28.372 


2o'-o 


323 


646 


46' 


/2.S«^ 




2.77 


5.54 


25./ 32 


22'-</ 


3.57 


7./ -4 


4S' 


5' 


/6.348 


/A-O^ 


30/ 


6.0/ 


36.696 


22-fo' 


3.96 


793 


60- 




zo'-o' 


3.9* 


7.93 


39.270 


27-6' 


5.07 


/0./4 


£0' 


6" 


28274 


20-0' 


4.31 


862 


54.548 


28-6' 


5.64 


//.29 



551 

01 

r 
\ 



JsfoTE :- .Standarc^ re/n/orcee/ concrfie p'pe ^ he ujee/ w/^ere f/nS. /s /ess //js/n zo 
£)(^r^ sfre/^^^h rf/'n/orcea^ co/icrf ts p'pe fo 64 usaa/ unPtr em&. or/rtorg t/^sn 2o. 
M/h/'mu/r) cover io //h/Bhed ^rg^e ' / d/'sm. p/'pe bu^ no^ /ejs fha/^ /.o* 
Af/h/mu/r} overs// /en^/'h oi cu/yer^ * crow/-> 0/ rosJ*vsy p/us ^-O'. 
ee/n^orc/na as ind/cs/e^ ^hs// be /nc/aaea /n fbs ur?// pr/'ce b/a for concrete. 
Lenaf/i of bars ' L-6'. ^// exposee/ e<^^es of corjcrefe fo be cb^ferec/ / 
c/ass Cone. Ct^rr he ^ubsf/'tutfdbyfhe,fonr/-ac^ yy/'fn the ^pprovs/ 
of ^/ie £r>4/>7eer a£/7a ada/'f/ona/ coSY to rn^ ^rare. 

^ DOt/BLE P/P£ 
^ '/z L 





HAND LAID RIPRAP 




Dry JPubbfe Mttsonry fv/// /r^s?/ /kT 



Af/ht ^/za ^^/^.rra J Cu6fC ft /r? /owe/- ^ 
DRY RUBBLE MASONRY 

ytontana State Highway Comml ssioo 



^^^^^^ 



WOVEN WIRE WOOD SLAT SNOW FENCE 



I 



o 



5 
o 

3 



No. B faj77/77on qraae -/ra/ oa/rr/aa- 




rVz 'x/S iron p/n 
L wiih head. 



METHOD OF GUYING 




SECTION 



Z sfy-sntjs hJo. /O dauje p/ain b/ack 
annealed wire 3'^o"/ong ar end pos/s 



^ 'x /<ff'Zro/-7 n//? 




I3^and hJo. /o gaude p/a/n b/ack annea/ed 
wire 3'-0" Zona af fniermedlate posts. 

PLAN 




/Jroy/V<f^ //Fa/ ^///Pip^/^^<S'/^/7 a/ /<fa^/ /.^s 

j$>77a//<?r //rj/7//o. /^^/^:^^)V^<7^^^^J. ^/^/^? /t? 
/p/jcec/ i7/k7rA ^cr/7aa^/a /<p /^d^Ktf ^ 

/7tP/ ^o/^//c/7 iP/' ^r<^o:9o/i? or ret/ i?^-/a^<r c/" ^rv/7. 



^^ref'-ch/'n^ Pas/ J3ZO ' Max. from cor /jo 3^ 
or as r-e^o/red by arouna //ne. 
3racff consfrucZ/on jamg aj cor 



Vs/IRE rENCB (TYPE F A) 



3rsce corner ^ ^afe pos^s he/otv. 
Comer posfs r'o be braced on a// s/des 
receiv/n^ fens'on. 







V — -f 


. ^ .< 






,5^ 










1 Z- SOeA 


JH y// re Spike/ -\ 
























n 




1 a^e /7A 


sf^p/es ^.t^ 


























i on brA 




>* 






\ 
























i 

1 


J spaced 1 


i 1 


1 ! 






1 
1 


i Z-fio'dSi^ee/^ \ 
I w/re sp''kes i 
1 on each s/de i 

/6'-6" 


' 1 

3'- 3" ' 






/b'.i'ciee. "1 

/6-e" 




|. . 






3 \y//e£ FENCE (type F-3) 



I 



n 
o 

3 I' 
3 U 




My/ej 4 o^her ^a^/r^ers/ons ! j 
^iSme iop de^a//. 

3A/eBED V/IRE 4 WOVEN \N/R£ PENCE (TYPE F-Z) 




Ztf" lV0K*/7 Wirt 



^ M^^es 0 a/f o^her e/imensrons^ 

33me as fop defa/'/. 

FARM ENTRANCE GATE (TYPE G-l) 

-,<=>' ^ . Hook wiffi ^ 

/«g-p' \ y/ sfap/ee 





/s/ai/3 
/Od f ^ 
c//'nche3[. 
for ^afe 

a'- 3" 



ll.l 



/& '■ i " 



46'A>i>.Z £/ecfr/c*//y 
wek/ed fw/sf //nk cAa/h. 
Jecure/yj^rap/ed fo posj^^ 
TS^erJ^Z 



P/ELO ENTRANCE GATE (TYPE Q-Z) 

/s'- o' ' 



X 30' ^fay ■^/ed /fc ma/rr 





Posts :- /^or/herr> i\^/7//e Ce^ar, e- 6' /or>0 >t ff'/n/n. c//a- ^r //r^a pos^s ana^ 7-6' 
/on^ X 3'm/r>. d/a. for corrter / ^afe pos/s. 



^/es .-— Z po/n^ ^a/y^ har&ec/ w/re, spprox. 3So /6a. per m//e, Z 
^Tf-andsoj/z 0a. mre fw/s/'ec/. m/h barbs jpaced 3" aparr. 
y/over w/re za'mde. Top f borfom tv/rg^ ^/o 3a. L/'nes / s/iey w 
Sfai/J /z'apar/. 



w/res "/Z^gcS. 



0 

■n 

I 

•n 

z 
n 



Luf^O£je : Fa// sawed A^on/ana Larc/r, or Mory/ara or /^ac///'c Coas/ ^i/^/as //->-- 
/r)aj/ j^;^/so6e cortsiracnedo/'pee/ed round po/es ofanr/n/mum d/ame/ir or ■^^ 



3r<3css 



Staplcs : /z ^a/\^an/zed fence s^^^p/ea *3 w/re. 

/ALTERNATE CONS7-RUCT/ON. , , r , ^ // / ^ 

Me/a/ posr^ mac/ be used /h p/aca or wood pas rs . Jr7sra//ar/or7 yy/// oe a'o 
accffrd/r>4 /o maric/ fae /orers racor^mene^/Zors. 



'arte 



Laaninji /ance rr>at/ Se 3u6s^//v^ed li approv^ad 61/ //ye £n4/r7e£r. 



FURROW DITCH 




txc. espprox. 3 Cu. yc/s. p£r ^h^/'on. 



Moniana 5Vate HiaViway Commission. 



r 



/'- 4S''3eve/ 



LAMINATED WOOD GUARD RAIL 




■ — (3\ S"x e'-c" /^osf^^ ■ 




^ no/e for oi am 



^A- 7 'Mac/;. /A?// - //eaJ caun/ar- 



If 33 



^-{'"y^'-S'Jfarj fvrapoee/ 



a- 



V Z Ji "I I / 



/2" 



FRONT ELEVATION 



7 [7^ 

Z**" 7fsa/eZj/ 3o// 

DETAIL OF 
ALTERNATE C0N8TWUCTI0W 
USING SAFETY HEADED 
BOLTS. 



^DETAIL OF CONSTRUCTION DETAILS OF LAMINATED RAILS ft POSTS 

LuMa£J2 - Pos/s 3/fet// he (a/" zoncre/e, or /res-Zee/ yvooc/ ,3S spffc/Z/isc/ /n Pro/yoss/ 
^ form or 3pec/a/ proWs/ons . /9a///n^s ^/7is// /rteaZ /he ret^o/re/rfenr^ //? /r/e 

^^anc/ansT 3pec///ca//on^. j/ ,/ / / r 

Pa//^T — /5a///nd3 / /^osTS ^/ra// oe pa/nred /n accoraarrce u\^r//7 rne ^rarrc/an^ 

spec/i/cahons. /^a/nZ/na oj^ cpncreZ-e oos/s yv/// r7o/ 6e re^o/recf. . 
Enc/ pane/a /o 6a f/arec/ c//rec/ac/ So jT?a ^rraf/neer- /I// 77frc/i^>'are exfap/ /?a//a 
To 6e aa/van/zecf- A/a// Ja/. p/anA /o po^r fivAare ivooc/ po^/^ <3rf u^fc/J yv/rn -^Ca/. 
na//^, Z/7c/p/ar>^ Zb /j/ yyv/h /oc/. r7a//Sf 3rc/. /o Znc/. y////7 ZOc/. /7a/h - '^//y- To 3ri/. 
\Y///7 40c/. /7a//s.A/a///n^ Ay J>e or? Z /Y: carj/er^ j/a_^<farec/ /hp tana So/rom Z'^/n.^/c/a 
of ec/^e w//h jb/rjf:^ naZ/ec/ fop ^ />o//om. j. / 

/Vor£ - Pa/n///^ J //a///n^ eA:. / a// a/rrrffrr^/ons /or e/r/ter a/fer-rrara (h/Tfere 

myo c/ posrs <are usecT.) 




SAFETY BOLT. 



I 



L 



RUSTIC GUARD RAIL 




-I I 



o/r /v/7 




^a/7^/{7/7//c>r^//^/zc^ a/^pof/f. 

A// posT^, ra/'/h£ / 
f/f//n^3 s/ja// he erecraa 



I 

I 

I I 





Guarc/ rs// fo 3e 3/:>fC/'s/ 



Montana State Hlflhway Conimlasion. 



DETAIL OF GUIDE POSTS 



1 



I 



i 



r 













' 




cirp 












/br/77 or" ^psc/i^/ /^ros 



/br Po^-/'^ /n /As S/^nc/^r-i/ 
^psc/Z/'Ci^-^/'on^- 
PA//S/T - T/7rss co^/s i/i/A/'/s p^/'n/ 
fop o/'po^/ fo ^/^aa/yc:/ //'ns. 

usfreeA ted po3TS. 



Posts - 3A<s// f/'ns-/' Se pa/n/sJ w^'-^. 

3 Coa f3 o/" i^pproi^SiO^ 6/sck 
p<9/nf from 6offo^ fo <3 po/hr 
^S''aDO)/e ^r^i^^nd //he. P'rb/r? 
th/3 pp/nt fcp fcp of posr 
p^//} / iv/if? 3 cb<Br3 . of 
spprov^ea iA^f?/r£ p<a/nr. 



Montana State Htghway Cotntniasion. 



ROUND WOOD GUIDE POSTS 




&o o"c-c 




l-^£/^7150 ZESTS ' 
/«3PK^ Z /V^5 75fi5^^ /V<5> 7" ^^^^ 7>^/V ^Xi^ 

Afo^e r-Ai^A' / ys-A^e //y^^v<^c3 of ass. 
All aA/e/te: S/^A^Z /^S£L£D aa/o t^^^ 
/^S7:!$- T/e/MMffD SMOOr/h^ OF ALL MT'/^OTS 

PeoV/S/O/^S F><DSTS SM4L^ ^-<5 TTSA^rs^ y^/r/^ 
P£A/7ACA-/A O^OF>^£r/^l. 

SAJT/^B L£/^3rM AND rVi* r^B477^£^^T SMIL 
ff£ /A/ACCOieO^A/<^£ S£Cr/ON £9 OF 7Vi5 

T/^AT PO^r/0/\/ OF rP£ FO^rA^^£ T/^B 

aeoc//yo l/a/£ ^/^al.1 ff£ f'a/a'T£0 w/r// 7y^££ 
COAT3 OF w/i-//r£ F'/o/z^r 



/V/<gA^7>y/V^ ^7AT£ /^/S/i^Wy^y CaM^ /S5/ON 




DETAIL OF CONCRETE GUIDE POSTS 



^O-O" C'C. 



6' 




I 









i 







- 2" X 5-3" Bars wrsppeJ 
w/fh w/re (9 /o'p/^ch. 



Montana 5iaie tiiahwavi Commission 




1 ^A/:> y ^7J^77v^^JL >. 



( 




IRRIGATION DITCH HEAD GATE 
L 



ft- 



■Z\/2' 




it 



PLAN 



i 



0m " ism' 



I 



I I 
I I 

rr 
I I 



3U 



.J_XLi. 



1 



1 



ELEVATION 



L 1 3 Wy but no-f /ej3 ^han S' 
W.^H.fo //'/ /oca/ cor>e//r/ons 

% W /> dnaZ-er ^/lon e'j Spec/a/ e/esi^n 
to be prov/(^ec/. 

js/oTt:- P/act entrance ena/ o/ /jeac/^sfe ^/ f/yj pc/fj'/' \^/^fre 

>7/^/^ ^si^ar //ne in the cans/ jn^fnaecfa fh» cans/ bank, 
fn 3oT/j //la/ arg eas//y eroe/ee/, // may bt ntcesaary /b 
ex/-ene/ /hs p/an/(/nd /n f/^£ oo^/orn / ^/dea the 
/yeaJgate fb an /n/eraeef/on w//h ^/?e cana/ bank. 

B/LL OF MATEI^/AL 

W'/'Z' H-.Z' /60 P3M - (/S") 

W'f-5' H'Z' /90 /^3M - (24") 

W'Z'-Z" H'3' Z50 f^3M - i30y 

U^e /Ze/. /7ia//a. /^aZ/j fo be /nc/uaea 
//7 pr/ce o/c/ for /urrfher. 
Montana Slate H\^hwa>j Commi&sion 



METAL DITCH LINING (lENNON TYPE) 






^£-c:7vayy i?-*" /i^j^/>t^. j:p/r<^^ Z/jv^vjy ^/t^/9^/</A'A/£'A^r 






ixir3i 




g%4 




/3 
/S 
Z4 
JO 



ZO 
ZO 
ZO 
ZO 
ZO 
ZO 

ZO 



DM. 
O. 



a 'B — \ r^^^/'^ 



/-7/A 



0./6 
C.Z3 



^ J?-^^* Jt^^ t?.^ ^f-^ 



C?.^/ ^^'^ 



(P.za^Zy^ 
0.3CZ"x4 

o.a4a.33 Z"y4\ 
O.^ Zy4' Z- 2/z 
/.43a4C Zx4' Z'-S/z 
/.S^0.45Z"y4 



V Z7.3 

Z'ya I ZA3 

ZW\ Z9.Z 

Z'ya\30.3 
Z'yO' h.^Z.a 

zsa' % ^.Z 
Zy^'^ 36 A 
3W\ 37.1 
Sf^* \4/./ 




^^crTi/ipy^^ <^^<5r»4v4 
Aif^Yy/>Tff ^,£>^iiryi^/ /rr//r»is^ _r^£r//ip/tr 

/ee/n/or-c/no /'ncf/carea fo be . 
/nc/uaee/ /h /he un/r pr/ce D/a 
/or concre/i:. 




Monlana State. Highway Commission 



metal ditch lining, 
(simplex type) 

See ^^ec/a/ Prov/s/ons. 



Me^a/ Cross 3<9r 



i 





^£CT/OA/ OF M£TAL Q/TC/V L/M/>/i3 ^A/D £M3^A//CA^£/^T 



A/ar una /^Ground ( L/nind^ 




^o/Zar on fn/<3 ke 
and ou^/ef ends 
empeaaea in cone 
heaawa//. 

CO/^C. /NL£T OUTLET 
/-/aAOWALL. 



:'. : '. P ^ MP^^/ H/frh //n/nc 



i 



3 



/o-o 



^Conc. En J 1^// 



/NLET H£ AD WALL 
AS/D O/TCH L/N/NG 



Zxa'^fr/h^er- 



/s/ore.:- c/a^s ^ ' Cone, csn Be ^c/Bs-f/'-^u-Zec/ 



o7':Zhe £/7d/'neer- sr no ^dd/r/ons/ 
co3t TO the ^^afe. 





0£TA/L SHOW//S/ G A^£THOD OF 

T7I 



/z 

/£ 
/3 
Z4 
30 

3^ 
4Z 



1 



zo 

zo 

zo 

zo 

zo 

zo 
zo 



D/A 
0-3z 

o'-//i. 
/'-/of 



A/e£A 



C.Y. 



co^c. 



o./(S o.za 



0.36 



/es 



L3S. 



3rL.3/ze 



0.Z6 0.Z3Z3.3 



0.040.3330.3 



/.'430.40 34.Z 



(SU3nf/f/'es of Cone. 



Z7.3 



0.30Z9.Z 



o.saaz.a 



0.433(i.O 



z\^ 



\ 
I 



tor one /n/er on our/er. 



f ^fee/ are 



/='^ST£N/N<3 ZXG 3Te/S^G£e3 



no /y£ADWALL5 

a/oT£. - /\^eZa/ c/iZch jininj ^ Se insZaM /h 
accori/ance v\r//n menu -/ac rare ns 
/ns/ri/c//o/7S. Ins/de of //n/h^ /b be^/y/en 
Z coa^o f35ayo//n''psi/nr orefa37., . 
A//r7e}^a/ 6e.^/v^n/zed3S no fed /n 
/^he Sf^nc/^rd :^pec/f/c3t/fns . . 
/ee/n/bno/n^ /nd/c-^/^ed Tb be /nc/aded 
/n ^e L^n/fpr/ce o/d for concrere. 




SUPPORTS FOR CORRUGATED METAL PIPES 
CARRYING IRRIGATION WATER ACROSS 
BORROW PITS 




' ro eytoo/fg /n founaar/on-, 




csrr/'fa^ across ocrro^^ p'fjf /n 

(Jm S3) fo he biJ//^ ons or hof/7 
ena^S 0/ the p/pe tvrfgr?, /n 
Jucye/venf 0/ £r!ff/neer, soen 
pno^'gcf'/bn a^a/nsf eras /on /a 
re<ju/rs^. 











C{/S/C K9/f£iy COA/C. ///O//^ 








3' 






a' 






/a' 


ZO' 


ZO' 








.S7 


.S7 








/a' 










.7^ 


y9 










^O' 








.00 


A/ 7 




/.aa 












. 70 


/.a J. 






Z.06 










.az 








/.^ 


Z9/ 


^* 


AZ' 






. 69 




/sz 


/.as 


z.// 





C/^^s y^" Co/jc. can he^e/h^^/^i/rsa ha confr^crpr 
W/th rn£ ^pnoya/ ot rne £n^/neer 3rr?o ^cecf/r/ont^/ 
COST TO rna 3ts^ - . 



Montana 5tgii£_^i^hw»y Cow<rn>»si«m 



INLET a OUTLET HEADWALLS 




Corners we/ded 
f \i 




' ^/"k^' sfrap iron frame ijrxxA/Ai i 

rAesh aa/v screen '^l-tT HOWAUL 
solderea ft> iron frame. 
Inlei- screen (S/of to ba 
u^aed un/ess recom- 
mended by fhe £n^.) 



a, 

OUTLET HDWALL. 
exposed corners of concre-te /o be 
chamfered /j" Reinforcing sieel to be r?ot 
less than 1^' to nearest face of concrete. 



INLET % OUTLET HEADWALL5 


CULVERT 


CUBIC YARDS 
CLAa«'B" CONC 


DIMENSION TABLE 


DIA.'D" 


ARtA 

SQ.FT. 




INLET 


DUTLCT 


L 


L 


A 




H 


\e 

Z4" 
SO- 
B^ 
AZ' 

Aer 


1.77 

5.14 

4.91 

7.07 

9.6Z 

12.57 




0.63 

a 85 

I.IO 
1.37 
1.67 
2.01 


0.52 
0.68 
0.86 
I.06 
1.28 
1.52 


2-6- 
S'-O" 
3'-6- 
4'-0' 
4'-6" 
5'-0" 


2'- 2" 
2-6" 

2- ID- 
S'- 2- 

3- 6" 
3'- 10" 


I'- 5" 

r-6" 

z'-o" 

2-5- 
2'- 6" 


r-3" 
r-6' 
r-9" 

2'-0" 

2'-a" 

2-6' 


z'-qT 

3'-0- 
3-6" 
4'-0- 
4 '-6' 
5-0 



/^e/n/orce/rttnc j/ee/ os /ne//ct7iea /nc/oc/ec/ /h ^Ae 

an/-i /VT^^f h/W for concrete. , / 

C/aa^ M" cone. C3n he 3L/D3r/rorec/ hu/ne ccp-rn^crcfr 




zoo 



CORRUGATED 



METAL PIPE SYPHON 



/O.O 



sp^ _ . — ^ — — — , - 
lo make sors' fif 
the a/ruarf'ap. 

/O.O 



/.ayx^M of ^/>Aon /'<'):>a - iV*C*C'^ ZO' 

W- (Sca/ed from cross secHons) 
L ' (/4s ca/Jed for on pAans) 



1. 10 o' .1 




s/onif 4. o/ p/ps 




DO noY- l/^e 
/?£3c/yy,3//3 on/es* 
ca//ec/ /or on 



























z 


L' 








^Z' 


/.77 
7.07 

p.az 

/Z.37 


Z.O 
Z.O 
Z.O 
Z.O 
Z.O 
Z.O 


0.^3 

O.0^ 

/./O 

/.S7 

/.67 

Z.O/ 


OffZ 
0.36 

Aoa 
/.za 
/.^ 


z'-a' 


Z'-Z" 
Z-t^" 


/'-^^ 

/-^ 
/-^ 

Z-O* 


Z'-O' 
Z<-3' 
Z'-<»* 


Z'-G" 
^<-&'' 



<>- ^ap/ Cif/K Stp/70(7ppe 03 ca//ea ror//? 
Montana State Highway ConHssiflTV 




/ 




3^ 'y^^ffs 



CONVERTED CULVERT SYPHON 



GENERAL LAYOUT 



rff^^/rff^ /c /7T(7^ m'//y /op a/" A7/JJf^ 





P/pc 


r 




CiP/7C.//72 


















0./2S 










3tS" 




3.3e 





SECTION A-A 



Montana Siaig HLtthw^ ComHit^ainn 



Or ^e/nt Carre. 
cd//ecf for /h 0£ jfa/ 




r 



REINFORCED 



CONCRETE 



SY PHON 




PLAN 

^<^^^^' -^d'; afatv ou/^/OH di7m<r/ffr Ci^/vpe or //7f/t^a >y/i///7 a//)Ox. 

Ikjx a/7<y >y<:// afi*7/ 

face //7 /7o COX) j»/7t7// yarcsai/ a', ^e/n^orce >r///r 1*'^ jf/as/ txt.^f*-/7. 





s/ze 



49' 



Sic 

s'-cr z- 



/-//■ 
z'-y 





cu. ros. 


COS 
a 








A77 


270 

323 

V7/ 


asz 


* • 

39-7/ 

3P-7/ 
44-71S 
46^ 



/'//'r 



J.77 
3il4- 
419/ 
7.07 



Top of Bank '') 




t /^r rv/-//cer/ /oa/ o/ ^ar HrAe/T oi^ar /'-S' /o-d' />7c/ir^f<f 



INTAKE 



LONGITUDINAL SECTION 



VERTICAL SECTION ON t. OF SYPHON 
Arm mar At /a/Y Jxg^affn ^p/xy/ iva// 



Montana State Hlahwv Commi»>ion 




I 



BRONZE. TA.E.LET 
To be set in top of project marker. 



r/w Mon. 



R/w Men. 




RIGHT OF WAY MONUMENTS, REFERENCE POINTS, 
PROJECT AND STATION MARKERS. 



5ta. Marker- 



R/W Mon.i 



^Rg ference P oints 
"Vr/vv Mon. 



f0v Vton. 
Project Marker 
■R«fer€nce Points 
R/w Mon. 



R/w Mon 



SYMBOLS TO BE USED ON CONSTRUCTION PL^N3 

H Project Markers 
® station Markers 
0 R/w Monuments 
o Iron Pin , Iron Pipe or Hud 4 Tack. 



IRorH.T 



SE.CT\ON fr- 



GENE.RA.U'. - Reference points, Project and Station markers should be 50 placed 
that they will not be disturbed by maintenance operations. Project and Station markers 
should be plainly visible from the highway . 

PROJECT MARKE.R5 are to be set at the beginning i end of all lettered sections on 
either side of the highway • 

RE.FE.RELNC& POINTS are to be set on both sides of the t at the beainnind t end of 
isll lettered sections, at all PC», PTs and angle points and at such high points on long 
tangents as may be desirable. Except at project markers, they are to be at any convenient 
distance from the 4. 

After bein^ driven a cross will be filed in the top to mark both the plus and the 
distance to the t. 

STATION! IVlARKtRS are to be set opposite every tenth station and at 
important e<iuations. Equations of less than loo' may be disredarded. Markers 
are to be set On the north or west s\dc of the t depending On trie general direction 
of the route. Markers shall be set so as to be visible from highway t. (on R/w line it possible). 
RIGHT OP WAV MONUMENTS will be set at all points where the width of the R/W cKanges. 
and at PCs, PTs and at angile points. When it seems undesirable to use the concrete 
monuments as on lot or block lines in some (sarts of a town, concrete monuments 
will be omitted t iron pipes or pins will be placed by State Highway Dept. forces. 

BRONZE TA6LE.T. Exposed surfaces of the tablet are to be ground smooth. Letters are 
to be recessed ji inch. Information on the tablet, indicated by pin lines, is to be stamped 
in the field by the engineering party after post is placed using ^" leUers. 

hloTE-.- R/w monuments not to be ordered by contractor until checked infield 
by the Engineer. 

R/w monuments to be placed so that outside face of monument coincides 
with R/Vv line as purchased. 

Montana State Hiahway Commission. 



6 - f x^i snoare Hd. 
Bolts witti tap nuts. 
Set in Cone, and 

protrude l". 

Bolt ends to be. 

protected for 

shipping thus 



A-f^K 5-8" SH. 
Reinf . Bars. 
Wrap Bars witb 
*I0 wire at 
4" Pitch.- 
Bronze ' 



Rl&HT OF WAY MONUMENT 

fMax. Siz.e Aggregate 
"D" Cone. Rubbed finish on face. 4'i<4's<^. 
\ X 54" 5tl. reinforcing bar thro center 
Recessed letters 5' high. Comers chamfered i" 



^ 4 



!"x 58' 5tt. Rein^. W 




i^FERtNCt POINT. 

1 Iron pin. 
Another reference 
point to be set on 
opposite Side of hwy. 



STATION MARKERS 

^ Max. 5ir.e Aggregate 
class D" Cone Rubbed finish on face. 
Recessed letters \^ hi^h. 



PROJECT MARKER 
Posts to be reinf concrete 
Aggregate ^ inch max. 
Class "D" Concrete. „ 
Corners chamfered t. 
Project number Plate 
to be furnished i 
erected by State Forces. 
Series "D" letters ^ nornerals 
to jse used, as per std alphabets 
published by Public Rds Adm. 1945 

APPROV Ea ^<u/^. J, f3-4^ 



4 X 



4" Sq. 



RtY.6 



■1-48 
. T.T-41 



CEMENT RUBBLE MASONRY OR CONCRETE 
RETAINING WALL 





//7 ^iT/ra/'a// /^'/'ir>Jcwc^ yis> /put /7a/ Za^^ 



^ 'ass/¥ /./i^^ ^a^£> 



lya//^ /?^//// /ram //7<ts<t ^/t^/y^^/i^ 



GROUTED RIPRAP AT CULVERT ENDS 





















ll s / , / ■ 








a^aa' *1^/Z/C/7 c/t:><S^ /TV?/ <zx/a/7£/ 




3/ope3^a3 per 



GBOUTBD /S/R/eAR 







"2P" 
















/.O 


3.3/ 


0.71 


O. ZOO XL. 


30" 


/O' 


/.Z3 


3.ZO 


0. 9Z 


O. 200XL. 


36'' 




/.^ 




I.Ol 


O.ZOOXL. 






/.7S 


/S./3 


J.ZZ 


O. ZOO XL. 








/9.33 


1.37 


O. ZOO XL . 



iKT/7ese <^oa/7h'//es are /or eah'maT^/n^ on/)^, T'here/hre cs// for 
fhe c/asa^/ even nomJ>er of sSqusre ytffras. 



Montana State Hiflhway Commission 




GROUTED RIPRAP HEADWALLS FOR 

SECTIONAL PLATE PIPE CULVERTS 

3 n 




£ne^3 ^ he keyecf 7h EmA 
a m/n. of 24 per sH. S/>ec 



D/s/7 O. / 'Per /.O' &LSrVA T/OAy 
of D/o. oFP/pe. 

S/orer - 

ID = jD/<3. oi 



PLAS/ 




QUANT/T/E3 








40 








OSS 


/OS' 


//S 


/zo' 




/35- 


/^3 


/SO- 


2S/ 


/63' 


273 


/SO' 


S^/ 


/93' 


337 


Z/O" 





-r— Qu3nf/f/es f/gured for Z 
" /-/dw^. i /apron for ouZ/ef. 
Orx>ufec/ jP/prcap sfts// 
nof be p/acec/ unf// fhe 
emht3n/crnenZ f)3s seff/ed 
to a ^/ah/e founc/ay^fon. 



/V//>7. Coyer 
o\ See Spec is. 






AfOTS- - 3ee ^pec///ca//ons 
for a// descr/pf/ons, 
mafer/a/s^ r77e//7od^ e/c. ^ 

MULT/ RLE P/PES - Where 
/77a/f/p/e //re of p/pe are 
/ns/<3//ec/, /he a^'acer/ 
s/aies sha// /be one -ha/ f 
d/a/r>efer apor/ ^ 




Appro v&c /y4py^// /^.^y 



Montana Stale Highway Commission. 



REV. 5-1-4© 



COMBINATION MANHOLE AND CATCH BASIN 



Z3* 



Trm 



23' 



^111 II II I 11^ 




ifieii- 

DETAIL 
CATCH BASIN COVER 



DETAIL 
MANHOLE COVER 




^1 ^i:^ " 



DETAIL 
CASTING 




CATCH BASIN COVER 



MANHOLE COVER 



Face cfConcrek 



i**Hoops e /-O'c/rs. 




DETAIL OF STEP 



COMBINATION MANHOLE AND CATCH BASIN 

3co/<r 



Montana State HlAVway Comrowjwv^ 



STANDARD DROP INLET 



I \\ ■^t■ H tt ' lt')"!- ii t 



□□□□□□□□ 
□□□□□□□□ 
□□□□□□□□ 
□□□□□□□□ 
□□□□□□□□ 
□□□□□□□□ 



DETAIL DROP 



INLET COVER 



I 









M 
\ 














^^^^ 

DETAIL DROP INLET FRAME 



i ' ^hars 3pacec/ /-o- 




DROP INLET BOX 



Montana State HI gh wiy Coauwi«s\<m. 



I 



i 



I 



STANDARD CS 5 




lOOSE GRAVEL 
DRIVE aPEFULLY' 



MONTANA STATE HIGHWAY DEPARTMENT. 



3 



\ 



STANDARD CS 4 



BocA^rount/- ya//o*y 




ARROW FOR DETOUR RIGHT 



r • 



I 

I 
I 

I 




STANDARD CS 7 





EQUIPMENT AND 
^ -M EN WORKING 



HEAD 



0 



REFLECTORIZED R.R. ADVANCE WARNING SIGN 



4"^ HOL ES 




Ato / COMMON F/je ae 

L,^jeCH POST P^/^JT^O 
3 COATS wtl/TC PAlt^T 




I I 
I I 
L_J. 



M^O£ <S^aG£. 3H£BT ^r££L ^ 

/ee.^DV/iMC£ 3/<S/sf ^/^ALL B£ PLACED 

NOT L£33 TNAS/ G ' A^Oje MO/e£ T/^ASf /O ' fjeoM 
TH£ £^DG£ 0/=" P^V£/\^£^fr OJ2 T/eAV£L£D , 
WAY W/T/^ T/^£ LOW£Sr £DG£ OP 
A30V£ rN£ eMD 3iyeFy4C£ AND A M//S/. 
OF /OO'^AJO A MAX- OP 300 ' P/eOM 
C/e053J/\JG A3 D/je£CT£D 3^ T/^£ £S/G//^££0. 

3ACf<G/eoU/^D - H/GHWAY Y£L.LOW. 

30/eO£JS , 3YM30L , AiJ^P I. £ rT£J2/NG - 3LA CK. 

e£FL£croe/z£D 3Y e£pL£croje BurroAfs 

//V 3YM30L AND LaTT£S3 ^ O^ 3Y 
"jeBPLBCTING COAT/NG" 3ACKGJSOUS/D. 




DETA.\\- OF LETTCR 



Moniana 5tate H\^V>wai4 Commission. 



50" REFLECTORIZED R.R. CROSSING PROTECTIVE SIGN 



STD. PIPE CAP 

THRt^DtO TO POST--J_ 



s 

o 

3 
O 

0> 

-4- 

Ql 



tz 

n 
o 

3 

3 

o 

3 



fn, 



» 




IF REFU. SHEET1N6 13 USED RR. 
X.-INQ SIGN SHM.L BE MADE 

BOILER PLATE . OR O 
buiCt op section SIMILAIJ, 

BUTTOjO'^irVrrPE MAY 
VI J BE USED 



SPOT WELD TO 
SOPPORTINQ 
PLATE . 



TRACKS 



S 



\'i'-6\tm' — ■ 
NOTE: 

PIPt-.CAP 
UD CUMPS WUt ■ 

mma wwn or 

UUMIUM 



X 

o. 
aro 
-a. 

0. (O 

4. 



IF REFL. SHEETING 
IS USED MULTIPLE 
TR. S>\GN SHALU 
BE MADE OF 14- 
GAUGE. FLAT STEEL 



NOTES: 

I. SIOM ftHM-V. BE LOCATED NOT MORE THMi 
15' FROM CENTER V.INE OF TRACK AND 

9HAH. NOT at uesa than e' or 

MORE.THA.N 10' FROM THE NEA.R6ST 
eOQE OF PAVEMENT OR TRAVELED 
WAV UNLESS LOCAL CONDITIONS 
REaUIRE A DIFFERENT LOCATION. 

2-SIGN, IMXOtniKHUMBn ff TUCXS. 1DKU«0 VIMJC 

THBS US nw OR MocE iwcia. m miMeoi osiunn) 
oa iM sai SHMinncTonLauMgn aassm, imunm 

SnWIGS. DC nSUMX that SMMI 8E tSSUWO TD SEMMTI 
TMOa KFOK W AmTKMLL CMSSIW SION IS COISIOf RIO 
IS 100 FT. UmUS LOOLCWDniONS HIIUIM OlMfRWai. 

3 - MEiGHT tuY K VARIED AS REDuiMD n LOCN-camrran. 
i-iTisPERMisaUTOPuaisFucraRntD sicmsok 

EXISTIRG FOSr 

? I ? ? 



^45° 



SOUf in FEET 



■LEVEL Of HIGHV«Y 




OPTIOM\L 
BUTTOK 
TVPE. 



± SUPPORTING PLATE 
*''■'■■ ' 



SCALE 



.I8"D1A.. 



CONC 



R.R. CROSSING SIGN TO CONFORM TO 
THE CURRENT SPECIFICATIONS OF 
THE ASSOCIATION OF AMER\CAN 
RAILROADS. 

REFLECTORITATION MAY BE 
ACCOMPLISHED BY MEANS OF 
RE.FLECTOR BUTTONS OR 
APPROVED REFLtCTORIZlNG SHEETIMQ. 
IF THE BACKGROUND CONSISTS OF 
RtFLECTORlZINQ SHEET\NG IT SHALL 
BE WHITE WITH BUACK LETTERS. 




STAINLESS STL. 
OR BRONTE 
MACH. SCREWS^ 
THEFT RE51S- 
TINS TYPE 



SUPPORTING PLATE 




SCALE 




90* REFLECTORIZED R.R. CROSSING PROTECTIVE SIGN 



tF RE.FL. SHEETlMG \« OSED 
R.R.X-\NQ SIGN SHM.U BE 
MADE OF £ BOILER PLATE. 
OR BUILT UP SECTION f 
SIMILA^R TO BUTTON TYPE 
M/KY BE USED. 



SPOT WELD TO 
SOPPORTINa PLATE 



F REFL. SHEtTING 
9 USED MULTIPLE 
TR. SIGN SHALL BE 
MADE OF 14 GAuaE 
FLAT 5TEEU. 



APPROX.g R. 



APPROX 

^"RAO, 



r***^!* »H<kUl. Bl LOCATED NOT MORE THAM 
FROM CtNTtI* HWm OF TR^CVC AND 




SBTION AA 



OPT\ONAw\_ 
BUTTON 
TYPE. 



STAINLESS STL. OR BRONTE 
M^CHINE aCREWa. THEPT 
REBISTlNt^ TYPE. 



•rHO.'i.u' Sot be ttss than a' or more 

THAN 10^ FROM THE N^ARtST eoae 
OF PA.VSMENT OR TRJkVtLtO WAY 
UNLESS LOCAL COND\T10MS 
RcaUIRE A DIFFERENT LOCATION. 



l-um,mHuam 

TMKMKIWiai 



SCALE 




a mFT.«us»iaoi.c 

i-mmntmm.'mmitmmmtmuoLammm. 

4 - tT K PDMISBU IS rua ■MRMBES SI6M «N 

uisms mr 



Holes 
£;_HOLES 



1^ 



r.-«l 



XMtmrm 



i SUPPORTmG PLATt 

f It i" 

SCALE V)o 



lEVtLW 



R.R. CROSSING S\GN TO CONFORM 
TO THE CURRtNT SPECIFICATIONS 
OF THE ASSOOKTVOV* OF 
AMERICAN RAVUROADS. 
REFLECTOR»7.ATION MAY BE 
ACCOW\PL\SHtD BY MEANS OF 
REFLECTOR BUTTONS OR 
APPROVED REFLECTOR»X\NG 5HTS. 
IF THE BACKGROUND CONS\STS OF 
REFLECTOR\X\NG 5HEET\NQ \T SHM-L 
BE WH\TE WITH BLACK LETTERS. 




t HOLE m 
BACK PLATE 



STAINLESS 
STL. OR BRomi 
MACH. SCREW 
THEFT RtSIS- 
TIN6 TYPE 



^SUPPORTING PLATE 




o 

l_l 



SCALE 



I 



I 

I 

li 

a 

I 



S' 



I 



I 



STANDARD CS 2 



//7 /?ac/f o/" ^y^/r^ 




^/(^/7 /a l?^ pc7//7/<Ta' or proc<^^^<^<i/ 0/7 yi^//a^ o//£r/o//7 or of/?er^u//ah/e ma/erf a J. 



" / / ^ // 



3c3/e J ^J-o 



STANDARD C5 3 




^/}7/7 /o po'/W/aa^ or prtp^tr^^t^i/ 0/7 jv/?//^^ o/V t::A?//7 or o^/her suf iaS/e materia/ 

^a/ ^7/ /^o'^/ j^^//7 ^r^p^/r7a^ ^/7a^ /a/77/Pdr^. p?/7/i?r o/'jfi/^/7 ^><? ^Z^y^^ ^r<<p^//7a. 



STANDARD CS 6 




1^ 



' — ? 



STANDARD CS I 





'[km 





D^DVE CA[R[EFULLY 

MONTANA STATE HIGHWAY DEPARTMENT 



^4 



/a /Pi7//7/d'd/ or pro^rt^jro'a^ (P/7 o// ^/o//7 or o/her su/^ab/e mo^ffrial. 



^c<3/e / = I'D 




REFLECTORIZED CONSTRUCTION SIGNS 



STD. CS4R 



1-9' 



WM\TE ARROW 



3. 



D ETOUR 



BLACK LETTERS- 




B\.ACK &ACKGROUMD 

ARROW FOR DETOUR RIGHT 

USt WITH RtVERSt ARROW FOR 
DETOUR LEPT. 

SC/VUE \"=\"-0" 



SCALE l". I'-o" 



RED 
LCTTtRS- 



STD.CS2R 



2 RED 
BORDER 



-I- 



D ETOUR 

/ 



I 

STATE HIGHWAY 






DETOUR S.\GM STD CS4R 
BE PLACED AS SHOWH . 

WH>TE. UtTTtRS 



COMMISSl'o 



CONTRACTOR'S 



name: 



WHITE LETTERS ^ 



8'-0" 



SCALE f= I'-O" 



STD CSIR 



o 



YELLOW 
LETTERS 

&LACK 
BACKGROUND. 



ONTRACTOR'S 



4T L 



e'-o" 





^ €@MST[^yCTl]@l?^ 



NAME 



G'-O" 



SlQN PANEL 
CSi OR CS2R 



SCALE. |"= I'-O" 



to 



>k)Tf-- SIGNS TO Bt FURNISHED AND ERECTED BY THE CONTRACTOR. 
SIGNS TO BE CONSTRUCTED OF ^4" WATERPROOF PLYWOOD OR OTHER 
MATERIAL THAT V/ILL SATISFACTORILY WITHSTAND THE WEATHER. 
EITHER THE BACKGROUND OR LETTERS MAY BE REFLECTORIXtO. 
SIGNS TO BE FASTENttS SECURELY TO A' H A' POSTS SET AT LEAST 
3'-o"lN THE GROUND AND TAMPED. CENTER OF SIGN TO BE S.S' ABOVE 
GROUND. THE ROAD CLOSED SIGN (STD. CSZ OR CST-R) MAY, AT THE 
CONTRACTORS OPTION, BE FASTENED TO 4" X 4" POSTS AS SPECIFIED 
ABOVE OR WIOUNTEO ON THE PORTABLE SUPPORTS AS DETAILED AT LEFT. 



PORTABLE SUPPORTS FOR ROAD CLOSED SIGN 

5CA\-t. '/»■ « I'-o' 



Montana State Hi^Wway Commission. 



Approved Auquil 15, J94^ 
'DMiNismATive ^ID- 



S3 -3S/ 



STANDARD 3UMMARV NOTES 

GRADES Par r£/a-/-/on o-f pro/z/e ^rac/e ^ 

3UD-^raJ£ see -^yp/ca/ secHon- 

EMBANKMENT Cluan^/'/'/es shown on p/an^ /nc/ac/e 

3hr/nka^e. 

SHRINKAGE 3ee 3^J. S4-'SF 



BORROW 



OVER HA UU 
GUARD RAIL 



Borrow p/'/is or source o/^ iorrow 
fo he c/es/^narecy J?y /jhe ^n^/hee/? 

Free hau/ //m/-f' is 3oo fee'/'. 

5fanc/arc/ ^uarc/ ra// /o be- p/acec/ 
on a// c/anaerous carves ^ //'//s 
as ^es/^na/eJ 6y fhe jEn^/zieer. 

SNOW FENCE 3i'anc/arJ snow fence /o he p/acec/ 

as c/es/^narec7 by /he £n^/neer. 

WASTE Was/e fp he ^/sposac/ of ^as 

c//r(fc/ea by /h^ JEn^/'neer 

WIDENINQ 3ee 3/c/. Z/G-GS 

SUPERELEVATION 3ee 3/J. 2/G'G3 

PROJECTIONS proJec//pns /p he chec/rec:/ 

/h r/e/cf yv/rn rafarence fo r/na 
3/s/rec/ or /ocarac/ //he. 



leEV. /iU6. tS, 19-47. 

Approve d h. ' ' 



Moniana 5taie Hi<*.V>waY Commis3\on- 



3/ i9^^ 



^DM1IH/smATfV£ AID 



2 
o 

3 

f*- 

01 

3 

0» 

a» 

Of 

r*- 

(» 

2° 

r 



o 

o 
3 
3 

Si 

5' 

3 



SHRINKAGE FACTORS 

FOR GRADING QUANTITIES 

PER STATION 
UNCLASSIFIED 

FOR SWELL ON ROCK - SEE PLANS 



CU. YDS. 


TO 


CU. YDS. 


% 


1 




100 


35% 


101 




300 


25% 


301 




700 


20% 


701 




1000 


15% 


1001 UP 




10 % 



6