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4F APPROACH
W- 16 FOR RE. OF HIGHWAY
W = 4' PJIN.FOR S R ..__..._
L = *(H-OS Sa7�dl tr(HI-DS S+l�
W Cp W(p
SLOPE S- �................_ __...—df
ORtGVAI- GRpUNO LtNEv
N
M`eP�'.
SLOPE S �K
\\�„a...01�--'F{p1il.0E..1' RC .3
Hi l
Y, _'"_ I X
'�--..
D Q OF
V2 SECTION IN FILL 1%2 SECTION IN GUT CULVERT PIPE;
TYPICAL CROSS SECTION
�TYPICAL LAYOUT FOR SIDE ROADS IN CUT
p w
w:. a
0 z u zz
z
y aq < w
OF HIGHWAY �! ,J3 _. 10 ¢r
WIDTH OF ROADBED VARl0.6LE FLOW LINE....-^^'_.._. { ai0 4z"�
BE02
i �OF DITCH
� zw zu
15' MIN TO EDGE 0 a
OF
- "R"OAD _ _METAL uC7 MIN SIGHT DISTANCE FOR PE,AT POINT X=1Od RADII SHOWN ARE VARIABLE DEPENDENT rX 4 w
CD CLASS OF HIGHWAY AND WILL 6E a a
m LAID OUT IN THE FIELD 6Y THE ENGINEER. Q��
mi
�A r aAL�Asr couRse
1
N 1
vyp a
DETAILS OF CONSTRUCTION NOT SHOWN HERE SHALL CONFORM TO THE PERTs- TOP Of THE PROPOSED CULVERT PRIOR TO EXCAVATING THE TRENCH
NENT REQUIREMENTS OF THE. STANDARD SPECIFICATFCNS AND THE APPLICABLE THE BOTTOM C SE OF NECESSARY TOXPREPARE CULVERTS,
HE EXCAVATIONWILL BE
BELOW
SPECtAL PRpVISIp NS.
DETAILS ARE NOT APPLICABLE FOR PRIVATE ENTRANCE CULVERTS,
MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICE BID PER
DETAILS APPLY TO BOTH PIPE AND CONCRETE BOX CULVERTS UNLESS OTHER CUBIC YARD FOR "EXCAVATION FCR STRUCTURES, CULVERTS"
WISE SHOWN ON OTHER PARTS OF THE PLAN OR IN THE CONTRACT. M THE CASE OF PIPE CULVERTS, ALL EXCAVATION FOR FORM -
EXCAVATION FOR AREAS MARKED"T" WILL BE PAID FOR AT THE. C04- ING THE BED SHALL BE INCLUDED IN THE CONTRACT UNIT
TRACT UNIT PRICES FOR PERTINENT STEMS OF "ROADWAY AND DRAIN_. PRICE PER LINEAR FOOT OF THE SEVERAL TYPES AND SIZES
AGE EXCAVATION; WHEN SUCH EXCAVATION CONSISTS OF MATER9AL NOT OF CULVERT PIPE,
PLACED UNDER THE CURRENT CONTRACT, BACKFILL IN THESE AREAS TO BE IN EITHER CASE, BACK FILL WILL BE PAID FOR AT THE PERTi-
PAID FOR AT THE PERTINENT UNIT PRICE BID FOR"SAND GRAVEL FILL" OR NENT CONTRACT PRICE FOR THE MATERIAL USED,
FOR MATERIAL USED. A - DEPTH OF BALLAST COURSE.
THE ELEVATION OF THE EXISTING GROUND OR PREVIOUSLY PLACED AND B -DISTANCE FROM TOP OF CULVERT TO BOTTOM OF BALLAST,.
COMPACTED EMBANKMENT SHALL BE AT LEAST IN THE PLANE OF THE D- VARIABLE. DEPTH OF BALLAST BELOW CULVERT, MINIMUM-12"
I
TREATMENT WHEN F IS LESS THAN 10 FT
HALF SECTION' PIPE 4ULVGHIO "ALr JG414VR"' PVn Yvve. �r.ry
TREATMENT WHEN 8=0
SLOPEI NOT STEEPER THAN 2"
F- DISTANCE FROM FINISHED SURFACE TO STREAM BED.
0.4. e ' EXCAVATION FOR AREA MARKED V SHALL BE MEASURED
ANp PAtO FOR IN ACCORDANCE WITH SECTION 2107.04 OF
d THE STANDARD SPEMFICXTICNS, AND AT THE CONTRACT UNIT
*± o. PRICE BID PER CUBIC YARD OF ORIGINAL VOLUME FOR
"EXCAVATION FOR STRUCTURES, BRIDGES.'
BAGNFIlL. TO BE IN ACCORDANCE WITH SECTION 210703
OF THE STANDARD SPECIFICATIONS.
¢ a,
o A
4 t Sr le
END ELEVATION
SHOWING CONCRETE CIRCULAR PIPE. MCL, CATTLE PASS,
END ELEVATION
SNOWING CORRUGATED METAL PIPE ARCH
END ELEVATION
SNOWING CORRUGATED "ETAL PIPE CATTLE PASS
4-1 $.. W.V sIPRr t __
PLAN VIEW
FOR ALL TYPES OF„PIPE STRUCTURES
SIDE. ELEVATION
2 6 5-polo 51^, ,
CIRCULAR ICU
rdx rrr 1 j
PIPE R e nsrvnry,Y
S''xeTy Pe �r R to -RP'P aa�q F e[ Bonk Agth
CFaeIFeet.W
Ft
n1PPP,,4 C U;, 21 Sppe 4[ Ape2PSTIp
.
za LRCCPL o-z+a 34 oa (Yz ;� ro lI
sa�}fI�
St r5
30 f GP t 3 13 -... 1 - ---
46 1} -1-{
CR AfCP i3 ¢p { }f-
[sCMCP� 17 t3m 6S 2_1
a2 ?.� 26 299
RCCP 3.2 26 qT 39
RCCP� t
�
_ ,_
48 (}
C'. C ",29 2.2 � 98 I 36 I -
60 RGCP� 84 69 �IdS SS_ Is,I 230
�CM 69 591 tab 5_'22 2C-
11kCCPL?4 A9 ( 93 TI_ - 2CA
CP *o
__ _
C ".9 Bq IG6 @J Z4p
ARCH
".cep to_�_°°_.�. °` �_.aa.
1 „ � la _1E2 1 IX5
IT� t2 37(IQ
20„ 75
24 E.6
CATTLE PASS
6
> 97 95._- ri 1 rs I 23T
2- IRUCPI o4 1 99 [ 83 rl _a....._ 2eA
GENERAL'.. NOTES
[ie.tcl s cC COI'.4YNY.Rd'r not 3°KYwry Y}rY th, (}¢Awing 410 CCn{uirm t0 ffiC
nea.^enf ee ¢ots cf the S ern 5panit;caimns, xcnmss 2463, 106
2412 n'+d 4106 2 ":+e ePpli^rbte $'Cec+pt Previenns.
CONCRETE MASONRY SUBSTITUTE
P11 4fems s nerecn nay be CpnsArupftd cf CUxs .A. f:cncre!e try
rcwe
w r;cn eexe av sues and a:mervsn�x shown shad chl' �n. C,�nrete r.eserrx
see:nrme w;>x shc.t rer L•m m tre p.erfinene refer ementx cv ¢r.o
yeerticre Sve..v,.,,� 5er,!t.,n 2409.
S'ECIAL NOTES
W
RYktf RTAR RIPRAP
m er4 ce wan the S f „pe:i Flc^ - Saflwr 251P
SICE ELEVATION
3 Jf.-5er.r� c tl ne,,r c.e
mcnAmd
.cc'�f'¢atlecs"Sec".i:�ix'pep9 I,crfor Huwy�e tt,ezoerp
°tarter R'urca s^yel n. ^ev:ured vn:1 Pc15 fa "c,C, el nce
;t".f^-e 5tcngc^aY 5:en6:;aVrs, Secr¢rs Ma04b Z4Sa i
BID ITEMS
Y:x g4 5 2 'fmrYnn Ru ^s4Try_... . CuY4s
_Cu v^s.
'le. 251Z4 .. ',Ov Rlplcp _C.. YCz,
4ovard "ROAD CLOSW Slgxp
1
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ta-W22o 7 GJ'Y QS
fi J1IX
f ect Eed Fcvt
5 ff'c_nf c d s tls n pl
TI^eS fe H sti aY Ln ss � �xt *F/4
y �e f Y e! R tY
Ya ety Groced
I C Y ee'., ",IdY1
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ll },
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at aY ocYxW,`p.
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SIDE ELEVATION
STANDARD ROAD CONSTRUCTION BPRRBCADE
W_60D FRAME ,_SUPPOf
T',AT fE
FDf_dnSNOWFENCE_TYPE
BARRI CAPE.
$NOW FENCE TYPE -WA"
Whet, Baer code is Eeected
on Rigid Type Surfacing
GENERAL NOTES
TFa C r ..v AF Ii c r ,t pL, Q _..inra(n Bc .. ..es m ah,. fi.ls ern• Q a nx
rG red Cy thn 5 d n er.'J!c^ s e.Yipn Plot f fte durcPm. cf [Fe "A"' Y¢vdex
sFtll GP "e! b. r'v fM m nap ftlr mtl m ♦isitlft,t, " ntI tj"
PtCrl4'mn Snell Ce moCa Irv. YM1e SM?irvtltce c^ Evr'm^?es Ye Provide 1V �' r e sa grtl
k Q/P5S (Cv PpCPI f.: Fe t5 vS n"Ok nP lecuitPd.
ALTERNATE DESIGNS
C Y v^ay s t pt Irv¢ f.'n ee v Gro+al dexl;r's Cor E - ^_ax meer to„n s^.o.,�
nn tEz 4m.lrvq, tlrvtl Dean the Fnp rxaek a..revat msg ba axed m mfGrrvetes-
MEASURE MENT_9_PAYMENT
An 9^.tlG s, un s en eewYxe rF1ed tp krn the Plarvz vrv9lrn Sy*C..i AryeY;;S^s still Ee
t,d O4I"
e((Ow Ci Zi:N YNII ^.e 1:UnSY f4G� Y P ir_iv:Pd f P I G[�C@ tl� Q:[ Fe, Ifa RS.
f Lt. L `I .1-1. i.
TYPICAL SECTION
DETAILS RELATIVE TO THIS ITEM SHALL CONFORM TO THE
PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS,
SECTIONS 24U d 4H5, AND THE APPLICABLE SPECIAL PROVeStONS,
Qtmal
CORRUGATED METAL PIPE
CATTLE PASS
110 Gaga Metall
DETAIL OF METAL CORRUGATIONS
�t—e CORRUGATED METAL PIPE ARCH
ng Ma
y IRivefedt
Y¢tll Wre Fabvic
.a.— 6" rash
Pent,
TABLE OF DIMENSIONS
GENERAL NOTES
D,laiii at eanifrae P'rart aat them an We draeinp
shaq canfarm fo the PH}Ineet eSquiwm¢nfx of the
Stoadaed S"clllcbelpns, Secfians 24U and 41M
and the a,d1i..ble Special Pravisioni.
TOLERANCES
Toteea nce from ih¢ dem¢nilons HePaiiinq six. oad
shape alll be P"S'abie peaviding latat"4nt capao-
ity and ifreagth arc affolned.
EMBANKMENT— Minimum He, E, Gulverte
Fm Rasible. Type Pavement, Phe m m depth of
e Tbankh,,n, or calf, ., Rap Of Yppe Arch(fl,10.d
eonitruaina) sMCV De splopr 3 mlafinen..
Fw R[gld Type Paverneot, the mtalmem depth at
embpnkmeat aver i,, at Pipe Arch shalt be"S714 ar a
a, i I { a, a of 3"c ahian be l.aen pipe and paeeme at.
EMBANKMENT'— Maximum fort Wehrle
The mhhimum depth of enbaMment eealt be
of.af (ea'ieh.d ca t nlo-v),
Adealafa Coete a"toih, far all Cattle Had... and
FRpe Arches ,half be peadded at all time, during
rnnrshuci'mn operallam In pvealud. any 3arnag.
to xtmpure,
BID ITEMS
na 2411-5t Care Metal P,1 4roh (Size} Lin. Ff
tko. 24,61 Corr. Metal Plpe Cattle Pvsi (48 x7C") Lon, Ft.
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