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DETAILS OF CONSTRUCTION NOT SHOWN HERE SHALL CONFORM TO THE PERTI-
NENTREQUIREMENTS OF THE, STANDARD SPECIFICATIONS AND THE APPLICABLE
SPECIAL PROVISIONS..
DETAILS ARE NOT APPLICABLE FOR PRIVATE ENTRANCE CULVERTS.
DETAILS APPLY TO BOTH PIPE AND CONCRETE BOX. CULVERTS UNLESS OTHER
WISE SHOWN ON OTHER PARTS OF THE PLAN OR IN THE CONTRACT.
EXCAVATION FOR AREAS MARKED"T" WILL BE PAID FOR AT THE CON-
TRACT UNIT PRICES FOR PERTINENT ITEMS OF 'ROADWAY AND DRAIN-
AGE EXCAVATION, WHEN SUCH EXCAVATION CONSISTS OF MATERIAL NOT
PLACED UNDER THE CURRENT CONTRACT BACKFILL IN THESE AREAS TO BE
PAI0 FOR AT THE PERTINENT UNIT PRICE BID FOR"SAND GRAVEL FILL" OR
FOR MATERIAL. USED.
THE ELEVATION OF THE EXISTING GROUND OR PREVIOUSLY PLACED AND
COMPACTED EMBANKMENT SMALL BE AT LEAST IN THE PLANE OF THE
TOP OF THE PROPOSED CULVERT PRIOR TO EXCAVATING THE TRENCH,
IN THE CASE OF CO METE BOX CULVERTS, THE EXCAVATION BELOW
THE BOTTOM AND NECESSARY TO PREPARE THE TRENCH WILL BE
MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICE BID PER
CUBIC YARD FOR"EXCAVATION FOR STRUCTURES, CULVERTS"
IN THE CASE OF PIPE CULVERTS, ALL EXCAVATION PER FORM—
ING THE BED SHALL BE INCLUDED IN THE CONTRACT' UNIT
PRICE PER LINEAR FOOT OF THE SEVERAL TYPES AND SIZES
OF CULVERT PIPE.
IN EITHER CASE, BACK FILL. WILL, BE PAID FOR AT THE PERTI—
NENT CONTRACT PRICE FOR THE MATERIAL USED,
A— DEPTH OF BALLAST' COURSE.
B — DISTANCE FROM TOP OF CULVERT TO BOTTOM OF BALLAST:.
D-- VARIABLE, DEPTH OF BALLAST BELOW CULVERT. Mf NIMUM—I2"
HALT NtL91UN " Yih't UULMtKhP HALM =LIIVN- nUA LULVLtt1R
TREATMENT WHEN B - 0
SLOPE NOT STEEPER THAN 2511
F— DISTANCE FROM Fd NISHED SURFACE TO STREAM BED..
Q 'EIALLAST COURSE
A �
F
c I EXCAVATION FOR AREA MARKED "$" SHALL BE MEASURED
AND PAID FOR IN ACCORDANCE WITH SEGT60N 2107,04 OF
d THE STANDARD SPECIFICATIONS, AND AT THE CONTRACT UNIT
------- ° ' PRICE 810 PER CUBIC YARD OF ORIGINAL. VOLUME FOR
"EXCAVATION FOR STRUCTURES, BRIDGES.`
.+ W: BACKFILL TO BE IN ACCORDANCE WITH SECTION 210703
a p`o 1 OF THE STANDARD SPECIFICATIONS.
cKsm
OF APPROACH W - 16 FOR RE
W- A MIN FOR S,R,
L
-W/Z INS,
0
L
(L OF
1/2 SECTION IN FILL 1/2 SECTION IN CUT CULVERT PIPE
TYPICAL GROSS SECTION TYPICAL LAYOUT FOR SIDE ROADS IN CUT
ell
z
w 1w
0 z
OF HIGHWAY m P,w
I�!a
"
WIDTH OF ROADBED VARIABLE FLOW LINE 0 Z j
OF DITCH
4 x 0
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00 w 00
WMIN, TO EDGE
— ------ MIN, SIGHT DISTANCE FORPE.ATPOINTXzlOd
RM METAL RADII SHOWN ARE VARIABLE DEPENDENT
0 0
ON CLASS OF HIGHWAY AND WILL BE x 0
— ----- 0 LAID OUT IN THE FIELD BY THE ENGINEER. to oj
,OnNTINUF
C OF HIGHWAY
. ... . ......
TYPICAL LAYOUT" FOR PRIVATE ENTRANCES
AN2 SIDE ROADS IN HIGH ELLL,5-
an
ME
.�.INE
FENCE
3ll,II116 'ROAD CLOSED' S11
S,hlonlif End PW
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11-111 Blnk a 4'IIjl-,hSnow Fi-CI
st',"', f,,w'd to cif st p¢af pd;}5.
FIlt es IR piI,1,'-d1
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STANDARD ROAD CONSTRUCTION BARMCADE
SNOW FENCE TYPE —`A.
GENERAL NOTES
Th. 1,ll C,,Ii,0, ptpCB Aid W:til LIY.h. IM, df 99 "d l,i
l "l Sp,,,f, S"I'-i, lN7 N, IT, Td 11. ,F,
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tAl,, I,,, lc,I7 ,_ .... III m, te ....... id
ALTERNATE DESIGNS
cn 111" and c, the......
MEASUREMENT a PAYMENT
All fYarricatle P, onfeis ei EPrwFm Y miQM for In Ill, ptg,,, prdfw S,I,Tielt
1"ll III zllIt,td 1,, A, 111',I!Cd 11 "1 4%11V® 16 fl, 0TII III,,
f X 4' Wlt,d E r-1
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v, llP,Iw,ll, ll'-w'd
R"',
SIDE ELEVATION
WOODFRAM[SUPPORT —5 P T -Q�A- q _
FOR SNO " WFENCE TYPE BARRICADF,
When Bvvicada is Erected an Ril TYPAJi—UrLac—ing
PLATE No r-4.I.
2n -Ir a
xt
----------
'AV
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- ------------
"p
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MAJOR— —SIDE --ROAD INTERSECTION DESIGN DETAILS
70 be used only when cvrmit ADT on Through Highway is 1500 or aver, and
W Side Road is Over 200
e-E
wai,o
MINOR SIDE RO0.p , To be sted sihir, "Illor ADT a, Thai
Is Late tral 1500 9_, on
_GN DETAILS
Side Road Is Line t"io, 200
Cladri NORTS
ownwen, VWVb'-V, ....
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RATE "0, I-ttZ
4 4 Sha,
41 SAwk11
END ELEVATION
PLAN YIEW
FOR ALL TYPES OF PfaLjjaggTURES
rde Mortar .
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CATTLE PASS
^YENERAL
Detail. of mgttuCfi¢n M slaw, m 4hik drawl,® shall mnfq M xM
pr4lwt rsauireme,Ps of the Stah Q Spcaiaatiam, SW,.* 240%
25lz oM 4006 ohd fM appk.w. 5p¢ief P isihhc
CONCRETE MASONRY SUS2T4TUTE
All II.md ehgwh b.,. al atW ooaxtvucted at Clot, T Cona,l, 1,
vhiC Casa .4 tixak ¢M diM¢nxW . aMw, HMIs obtain, CMSrRxk Fi9pwg
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