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STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
PLAN OF PROPOSED IMPROVEMENT
RIVER FALLS BELTLINE
(KINNICKIIINIC RIVER - CTHOU")
S.TK 35/65
oST CROIX COUNTY
N
DESIGN DESIGNATION
STH,35 NO STH� 35/95
E.D.?J[995� - r3sOO A D,T ( 1995) - 8850
A.I% IJ2015� -19300 A D,T �20151 12300
- 690 D KV, A, 850
-60
-40% 0. - 60-40% PIERCE co�
�2.5 % T - 4�3%
65 MPH V. - 65 MPH FPOIN CCN6Tf3VOT70N -HAIN .�r.
ESAL ESAL 1350500
,37-A T-4�45
CONTROL OF ACCESS
WITHIN THE LIMITS OF THE PRO,)ECT WHERE CONTROL OF ACCESS IS SHOWN THUS LLLJ A, A A
NO ACCESS 15 PERMITTED TO THE HIGHMY TRAFFIC LANE EXCEPT AS DETAILED ON THE PLAT OF RIGHT OF WAY
CONVENTIONAL SIGNS JA
COUNTY COVEUSTSLE FLUDS
ICP�CRATE LW77S (UNCEP PLESSILREI
ISI�EA7Y ONE ,DEPGRCU�0 JTII_t7�ES
GAS G
Loll k_Nr - - - - -- - _ EtECTOLC E
7[LEPYI� 7
EX)STING o�.T cr SEPYCE �LnESTAL
CABLE MAEKER
'R ICLE 6
PCL�
uAls.
.DIDEG
STATE PROJECT NUVB�R
E_:::17 :20:- 05 �-71
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3ME
ll�' A.
END PROJECT
STA 318+50 SEIRL
eaLIATION
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57-A 861 , V8,6B AH
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ENV
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LAYOUT
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SCALE _—�
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70T�L NET 1,�Nr7,� '� 1.694 VI.
sTA 2294-07.36 WwAL
X- 1,321,246.09
y. 391,184,44
STATE PROJECT
1720-055 7f
JA14,2 1 19192
FEDERAL PROJECF
col\,�,S)T. G, 0,
ORMINAL PLANS PREPARED ffy�
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A&ASEH
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
APPROVED�
4PPGOVED� A
WI�
Q.s� CE,.7MENT C, C,
COORDINATE NOTE� F EDERAL HIGHWAY ADMIHMSTRATION
ALL COORDINATES APE REFEPENCED TO THE I -Ec�c', �, �11,,,C�1`11 "
WISCONSIN COCROINATE SYSTEM CENTRAL ZONE F171--l-111-17t
�ISOCT/VE�ICLF HIS, 10
GEN-DR,"I N07S
1720-05-71
STANDARD ABHRF\AXT!,NS
Sb2BAS- ' SUFFV,- ��-P�%UPEU
A�4 CuANYTY CF To-�- JDIS C-- EASE - OR
AlPJ',
ALUTI�ENT
E-ETAIN;NG WALL
',(' PA)WENT ST -1; - r�PTH OC _IPTC"�C3 C- T, "E cc"j��' -'�-"N 04 STANDARD
ABBREAV,-noNS, GENERAL NO
�HD
ki-AD
PET. WALL
R:rZHT
TH� TLANS IS APPRL� �'%;r PHD -,,r ACTUAIL MWC,�NESS ALL DEPEN' U 71LI -i�
CCNT,,CT-.,, STANDARD DETAIL DR
AD I
AVERACE DAILY TRAT7C
RT
Ap�
F-IGHT UP WAY
.1 - -I E-
OF THE �IATG,11' AS -"ECID By 71�7 � 4�R ER�
ASFH�
AVE.
ASPHALTIG
AVDNU�
R�Hs�
RGHT HAND FOR'NARD
RUNOFF
THF U�CA`IICN 01 EMS7N' ANO PRO -'OS D Url IT' '�STALLA71ONS AS
,,A
BACK
PD
CI4 PLANE ARE AF7ROY",44 �L� P'E' �� �'A� ��. 07�iE? JTU7y iNSTAlLAL�`6
SASEUNE
SAm
SALVAGED
SANITARY (SrWER)
WTE� N 'THE PRO�-CT AREA IIAT &RE Nrl Sh, `4,
LITILITY CONTACTS
BENCHMARK
ELTUMNOUS
SAN.
T6
SIDEWALK
NO TREES OR SHRI-18S AS" IATHCUT THE APPROVAL CT 7HF F�ISINEEP�
s
SOUTH
RIVER FALLS MUN!UPAL UTUnES
c-LC
CRUS14ED AGGRGk�r B%SE CO'-RSE
S�8�
SOUTH BOUND
CUR�S DATA IS LASED AN TFr ARC
115 EAST ELM STREET
CATCH BASIN
S,E
SCUARE FEET
RIVER FAILS, VIECCNO71 W22
CENTERUN,
S.Y.
SQUARE YARD
(715) 425--6715
CENTRAI, AII'—'E Cq C-!--,A
STANDARD DETAIL DRAWING
ATTENTICM: FRED HARTER
CL
Cl ASS
S,TH,
STATE TRUNK HIGHWAY
TH E FAA CI L -A r C N (17 Ili- EPOGCG CC"qTRC'- r, BE CETERMINZI" N
CE
coumplmL ENTTAINCE
�'
STA,
STA71ON
STCPP;4G SIGHT DISTANCE
-,V.E FIFLU 5'�THE ENCINEER�
"VISCONSLN SELL, �N-'
CONG
CONS7,
CoNCPF
CV45ifUST (CCNST�UC`FcN)
�
S&D.
GEN.
STORM SEARS
�DSTVRPED �REAS AI`C('N 1,1E R'CHT OF WAY, IXCILUDING ROADBEI% ARE To
304 SCUTH DEASY SMELT
EAU CLAFIS YIlCC'4SN 54701
—, -
C'- �?'G D �UV'IjLVI Cl,'I-VFRT PT
STn CULVERT RIPS
&P,
nAS- SHCNLCE PONT
supC -.R
a- PER 'FUZED, SFEDED AND VULCHE'l
(715) KP-I�615
C�s
C'7 P�
P,'C,'qAY
S.E,
T
TANGENT
-A
rlr--Tl!I4GS S.'ROYN C�� T"r PLANE lkTr' -Rib IAEA�NGS TO THE NEAIIEST SEGCND�
ATTENTICII: OLD: PACHS
C'P�
PF`-
CuP'x YARD,
PL RED.
TELLPHOIR PEDPSTAL
ST. CROIX VALLE ( NATURAL GAS
HVIN'RE--,SIGHT
T1,E-
TEMPORARY Ul,q-,ED EASEMEYIT
S�,D IXTUR, SHU E, 75 FCP UPLAND SEEDING
212 NORTH 4-zN SM,'E"T
to�c,
TCP OF CASIlK,
TT-j SEED v�kTvCr Im�-tj IC,,-, �,� TUVID SEEUUG�
PIY"D Fkls� EDYS2
D
DEGREE al CI`Tn�
T.(%
TCP OF CURB
'715) 425-6177
SO HOUR
TIIXNC�
TRANSITION
'Gl- EXACT LCCADCN C� RL'S S��ALL K CERRIMINID IN THE F�ID
A`TBDYSC'L DUkR-' �t`TERSDN
C; E, C,
DCAOiNRGE
IS
TRAN"7704 LENGTH
DISCrElICNAl. ofs"PlISU-1114
np.
TYPICAL
BY THE Ellc�NEER
1ALUAlts FUTLEGE CCPIVAA�y
DRIVEWAY
7
PERCENT 7RUCK, TRAFFIC
25DO Sallf AVENUE FAST
FA.
EACH
UNCLASC-FIED
MINNESOTA SC4Z
EAST
U. G.
uI�DFRC�C'UND fCARLQ
612) 6,33-ISE5
EAST ROUND
U.SM�
U�s' Hic"ImAy
ATTID17CN: JOE STPID,"
ELFV-EL.
ILEVATDN
VAR.
VA:lAeLE
ASPHALTIC C� L' PAV'� SHALL BE PLACED 1 1/2 SURFACE CCXJRSE,
E,',';�
V�C.
VERTICAL CURVE
1 3/4- pl'�'nm CoupsE A, -1 3"", BINCER COURSE
NORTHERN STATEZ j? CLUPAN,
EXC�
f 114 - aCA- EUIEGRAcr
V,
EDSON SPEED
ZCIAE SHALL RE C'TER�IPIFD IN THE FIELD BY ME ENG;NFrR AND THE
GO PASSING 3
TRANCIXO11-4 U
100 NORTH B�rsl"C
E�ST
'VATERVAIN
CIS7MCT TRAFFIC SECTION
P�O� BOX 9
F-F
A
WEST
FAU CLA:RE� VAS=-.i7'n 5�-IN-TAX'E
F,C,
WEST RCUND
(715) 839- 2571
F�L
FI-oly UIN'
ATTENTION: LARRY RAW�AN
VFT, OR
FOOT PER POST
H�P-
HANIMCAP
ST. CROD( ELECTR�C GO-C'
HYD.
HBDRANT
550 HIGHWAY 12
BALD"N, VISCONSE-n 540,02
AL CIA.
Nai NlQ=ER
(715) 684-33Y,
NLET
STANDARD rllfA�L CRAVANGE
ATTEN-ICN: IRA�ANE
IN5D- Cil*.tETFR
�NTFRS'
1'4ii��' Y�--H
�ATTSRTSCTCA ANSLE
3,5- Ra G. Eb �NL.ET COVERS
KJNG VICES CABLEIA�icN
INVERT
SA5-8. 1NIET AND MANHOi-E COVERS
7564 LOTH STREET
COTTAGE GROVE, W�NESOIk A'GILI
�RCN PIN
PANHOLES� Tr
83,-3 PER 2 ADD 3
I-SOD-255-A540
L.H.F�
I,FF7 HQZD FC7W,RD
CC;-4 �NLPTS, 7rPES, 1, 4 AND 3
ATTENTION: PAT VA�VIFR
1 -B
POUND
PTS' PIPES 8, 9� 10 a 11
SC5-1 RILE -
Ly�
LEF7
.. CONCRETE CUREI, CIDNCRETE CURB AND GUTTER ADD PAVEMENT -nES
L
LENGTH OF 0
... ... .
503-4 SYA�P P,LA-, TYrE, AI--5TI1I.N-T0R;S6
LKE
L,F.111N, FT-
LIMITED FFIBRY"A", FA�'��N7
LINEAR FCOT
CE7-1 EROSION "AT
Ls'
LUVP SUH
SES-1 T)PICALL INSTALLATIONS OF EROSION BALES
MAVIT.
MAINTENANCE
8ED-3 3�0 PENCE
M'K
MANHCtE
EFj-ICi APRON ENDWALLS FOR CULVERT PIPE
MAIL,
MAI"jum
ARRCN DOWALLS FOR PIPE ARCH AND ELUPTICAL PIPE
M�N�
WNINUHI
8FS-2 RClj.-nRCZD CVKCRE-M APRON ENDWALL FOR PIPE UNDERDRAS4
MI
".PM.
L�LF
SUP FER HOUR
8FIT-1 LICIFT53 STSEL ENOWALLS FOR CULRERT PIPE AND PIPE ARC14 CROSS GRAINS
NCR4AL
9AI-8a- AT-GRAOF SOP ROAD IIUERSECTIONS� TYPES Ta" 'C' AND 'D*
N OR
NO
NORMAL CROWN
9AI-Sb-- AT-GiADE SIDE ROAD !NTERSECTIO`,6� TYPE 'A' AND PASSING LANES
N
NORTH
ga2-4 ... ..... CCNDUTT
N'R'
NCRTH SOUND
9910-2 FALL EIOI�
mlt!a-m
130-3� ASPHALTIC SHOULDER RUUBLE STRIPS
SPLIT,
O,E�D�
OElITRATE
OPEN END DISCHARGE
1382-3, CCNCRETE PAVEMENT APPROACH SLAB
O�G�&G,
OPEN GRALED RACE COURSE
14813- 2 CLASS 'B' STEEL PLATE SEAM GUARD
O.D�
OUTSIDE DIAMEREA
IIEI15�"-- . ... ... CLASS *A' STEEL PLATE SEAM GUARD. INSTALLATION AND ELZMEINTS
PK
PARKER-YALMt NAIL
14BI6-la & b .__ , .. --- CLASS *A' 'STEEL PLATE 8-�kkt GUARD E14D TREATMENT WITH ANCHORAGE, TYPE 1
2
iEED�
PASSING SIGHT VISTANCE
14LOB-1, - ..... CLASS -A' STEEL PLATE BEAM GUARD BULLNOSE AT rMN BR:DGES
PAV't� PVAT.
PA,SMENT
___ . . .... ....
14BIS-ld CLASS 'A' STEEL PLATE BEAM GUARD BULLNCGEE MST�LLATICN AT RL�AN FERS IS
SCF4 SUPPORTS
P.LF
FER"ANTNT LWflMD EA-SEVENT
...........
14820-2,- STEEL DiTME BEAM STRUCTURE APPROACH
P U�D.
P:-,, UNDETUANN
PC�,T
.... . --- . ........ .. .
STEEL T,'IRE BEAM STRUCTURE APPROACH, CONNEC70N To ZOUARED END AND VEJRTICAL
FACED PAfLkPETS
PT
P�C.
PONT OF CURVATURE
l4B2D-2b---, .........
15C2-2� .... BARISCAD"S AND TRAFFIC CONTROL FOR ROAD CLOSURIS
P.11
PO'NT OF N"TIERSEC710N
PAVEMENT MARKING SYMBOLS
FRIG
FOjNT Of RFYERS�- CURVAT'GrIE
.........
P�`D
PC-.'NT OF TANGENCY
IGGE-3_ ..... ... ... PAVDAZIJ MARKMG
P�E'
PRIVATE ENTRANCE
PROPERTY UNE
FOR LANE CLOSURE (SUITAFILE FOR MOVNG OPERATONS)
P�L
ISC12-1 TRAFT`,C CONTROL
R
SANTIS
Lu-B
R�R.
RAILROAD
REINFORCED CSN'LA-TE CU'VT`RT PIPE
I;bI5- 1, 'A' STEU- A-KIE All,
R�CUC�p�
R�C.P,S.S
RE!NFCT,CED CONCRETE P�SE STCTIM SEPER
PC
REMOVE OSCAN
REWD,
REQUIRED
L 3" SALVAGED TOPSUt
�— VV- L-3* SALVAGED TOPS04L I
FERMJZE AND MULCH
DISTURBED AREAS
SEED� FERE AND MULCH
iu—ZE 12 Nm
DISTURIS'D AREAS
-T
iz 128 12"
118' 12'
7 — ---,4- -------- -
ONT R ED 2
2� C TO ON PR .5'
Y
02 --,DAY-
-Yj-, My
A�F"A
7 4, NOR�
ASP
T-1 L71 6--7 1, um, f/," ASP I MAX.
7 P014T REFFRRFD TO PAVOMSAIT, , TVPC Cl 2L
p4v!�MCVT� T fpc C-1 ON GROSS SECIIONS S' ASPHALTIC CONC. PAVEMENTJ Z3
5' ASPHALTIC CONC. PA�T:MFNT *,--'YPr Cl- TIFE CIL SALVAGED TQPSOIL
G a C 3.
IQ' CRUSHED AGGREGATE 84SE COURSE SALVAGED TOPSOIL lo' CRUSHED AGGREGATE SAS,. COURSE
9' GRANULAR SU89ASE —
N� SU
7- 9' GRANULAR SUBBASE 3* ASPHAT CONIC, PAVEVENE —
j, ASpHxLTIC CORD, PAVEMENT, TYITS' C, GATETYPE C
CRUSHED ADORE BASE COURSE FOR SHOULDERS
---CRU%4ED AGG� BASE COURSE FOR SHOULDER
TYPICAL TANGENT SECTION
S.T�K 35
STA, 248+66.97 TO STA. 255+62.50
STA 229.073,6 TO STA 236480,36
—USTURBED AREAS I
5v
SEES FER71UZE AND UULCH 8' NOR.
DISTURBED AREAS
d 9 3' 3 12 12'
12* 12' 3. 3 POINT REFERRED
PROFILE
uky
__v 2,5 1
13 1 AIX 3 9/4' ASPNALT�C eoVc 3* SALVAGED TOPSOIL
IES POINT REFERRED TO EAVEMENT, TIFPC Cl
"3 1/4" A$PN4LTfC. CONC- ON CROSS SECTIONS
pAvrMB`,YT. TYPE Cl 5' ASPHALTIC CON(L PAVEUENT�
TYPE OIL
5' ASPHALnC CCNC� PAVEMENT *,TVF9 Cl. 3' SALVAGED TOPSOt IS' CRUSHED AGMMEGATE BASE COURSE
IQ" CRUSHED AGGREGATE BALSE COURSE 9' GRANULAR SUBBASE
9* GRANULAR SUBBASE
,r ASPHALTIC CCNC� PAVEMENT,
—3T ASPHALTIC CORE, PAWMENT,TrPE C-1 Tym cl�
CRUSHED AGG. BASE COURSE FOR SHOULDER
—CRUSHED AGG. BASE COURSE FOR SHOULDER
TYPICAL SUPERELEVATION SEC70N 1 1/2- SURFACE COURSE
i S/4' ErNDER COURSE
S.TM, 35 1 3/4� BINDER COURSE
SRS' 7-A61f ffeL01,) V`Dl' �OeArl�5
A
m
73� 11
C'S
6
�3,
5
6
�4
27
ff�
�EW_RIS GREATER SB.
arD FIERF ZE AND MULCH
IUSTURBED AREAS 30' SAFETY 5 V wkR'E S
SECTION
G,_6 6� VANES 0'-�
VARlS WES
0'-6' V-5'
VAINE
�P ��912 'R T
PROFILE 0'-2'
VARIES
POINT REFERRED TO ON EoNr, VAV`I',
CROSS SECTIONS T-ym- 3' SALVAGED TOP
ST
7 rHAL
ZCJ CONC. PASMENT
FERTILIZER & SOD
Z, 3- SALVAGED TO-SOM lo' CRUSHED AGGREGATE BASE COURSE
__9* GRANULAR SUBBASE
3- ASPHALTIC C04C, PAVEMENT, -Nf'I5 C,�
CRUSHED AGO. BASE COURSE FOR SHOULDER
-TYPICAL TRANSITION SECTI - ON
STA, 287+66 TO STA, 304+85
t
04' CLEAR ZONE OR C OF SI ORE *4'
TOE OF SLOPE___�
TO
� TER
WIQEVER IS GWREATER
3W SAFETY SECTION
SEED FIERnUZE AND MULCH DISTURBED AREAS
31
7 2'
2, F7' 3' 1
PO
ON
6_1 I
TO
VARIED
2A
NE�
SEED FERT.UZE AND
— _T
BRED REWI
12 V 8' NOR
U-2.7
GN PROFILE
110PR F"LL
S 4,
V�RV
NOR.
7.�
bWA,",
4 -
FERPED TO OH
ONT REFEREES TO CN
P 4T RE
3' SALVAGED TOPSUL
CGNC, T�Au�,
CROSS SECTIONS
MOSS SE NONS
P '_HT
SE" _,nC CONC, PAV'V-NT
OR I MPSC
10' CRUSHED AGGREGATE BASE CO'jRSE--
SH
UG�
CS AR SH
9" GRANULAR SUBBASES
CON EN
3' ASPH ALTIC CQNC� PAVEMENT
Ase
lire r__�
cRUSP,ED AGQ BASE COURSE FOR SHOLJLDER___
r-. 76,
5- ASPHAL11C CON(L PAVEMENT *
-Nm C-1 LY SALVAGM TOPSOIL
lo' CRUSHED AGGREGATE BASE COURSE
9* GRANULAR SUBBASE
POINT REP
3* MVAGED TOPSOIL LL ERRED TO ON GROSS SECTIONS
4�i IN CLEkR ZONE
CRusmEO AM BASE COURSE FOR SHOULDER THEN 2.5-.1 MAY-
TffICAL SUPERELEVATION SECTION
&T,K 35
STA, 3oA+85 To STA, 311+70 E-OV/- R'L
STA, 311+70 TO STA, 318+50 E,057 Lr,
1/2' SURFACE COURSE
3/4' BINDER COURSE
I 31C BINDER COURSE
a �
-'0' CLEAR ZONE
SEED� FERT�U7E AND VULCH
Dl�`IJRP-D AREA7-- se q 65
�ARIES 12'-18' VARTS 12'-14'
--- ----F -�'
PUNT REFSPRED TO
OFILE
ON PSI,
SALVAGED TOPSUL 5' ASPHAL7C CCNC. PA�IDAENT
L [ L -ryF'R C-i
10' CRUSHED AGGREGATE BASE COURSE
POUT REFERRED R) CN 9* GRANULAR SUBBASE
CROSS SEC -,IONS CRUSHED AGG� BASE COURSE FOR SHOULOE�
TYPICAL SUPERELEVATION SECTION
STA. 110+92 TO STA- �!A+2D
3' SAWGED MPSCL-J 2'
20' CCNcRE—.E CURB a Gur7tp
ly-FE 'D'
PLNNT REFERRED TO
04 PRCYLr
L- PO�NT REFERRED TO ON CROSS SECTANS
L-5' ASPHALT2 CCO4CRE-m PA`,`EMEN7
TV* �,-I
---13' CRUSHED UMESTCNE
TYPICAL CURB & GUTTER SECIRON
MAIN STREET
STA. SC+00 TO STA. 84+23
POMEROY ST. EAST-W-32'
POVERGY ST WE57-W-44'
DAYTON ST - Vi- 24'
QUARRY RS, - IIV- 16'
DONE __
EED, FERTIUZE AND M
DISTURBED AREAS
SALVAGED TrPSO'L
� �/Z- SU!RFACE COURSE -
1 3/4- B7NDER SOURCE
1 3/4- 6'NDER CDURSE
/SEED, FZRTIL�ZE D MULCH
DISTURE-ED AREAS �TNP�
S�LV�G0 TCP�OL
POIN7 REFERRED 70 ON
PRCriLE A�O rRDSS SEC�ICNS
DIERFLONCH,�NNEL 1. 5
CORYY
FERPUZIF AI�D PVICli VS7URH _AREAS
VACES
E.O.p- X-10, VARJES
5' ACPW,�= CONCRETE 1AVEV-NT
\-3' SALVAGED TOPSOIL 10' CROVIED AGGREGATES BASE COURSE
9' CRASULAR SUEBASE
zo, CCNCRE-lE CURD & CUTTER
��TIE 'D' CRUSHED AGGREGATE SAE- COURSE FCR SHOULDERS
'ALVAV-D TDIS01
TURN LANE AND CYPASS -ANE
STA� 275+OJ TO STA, 2'1400 R�,
STA. 27�",+CS TO STA- 2aa+85 LT.
STA 2,52i35 70 STA. 285,20 LT,
S7 A, 287+30 TO STA 2871-3.5 LT 4�� :N CLEAR 7Cf�E
28" c
3' SALVAGED TOPS01
Dl-� AR DON,-
ISO
SALVAGED TC-S(,'�L
N�q' 65 65
VARTS 0'--20*
24' _,CF 4�
PONT REFERRED TO 014 PROFILE-\ \IEP- ,,',-R 1, DOC
VA
VAJRT`S_;��4�,,,�' �,4AV
plt'�R�Eu 0 UN CRUSS-�
SECTONS CONCRETE
L CURB AND GUTTER PAVEkAENT
5' ASPHALTIC CONS. PAVEMENT 30' TYPE 'D'
CRUSHED AGGREGATE BASE COURSE 10' CRI,-HFD AGGREGA77 RA5E COORSE
9' GRANULAR SUBBASE 9' CRANULAR SUBBASE
3' ASPHAI.71C CONG, PAVFDAENT� 7�PE Cl 3' ASPHAt-71C CONS PAVE'AFNT 7HEC-t
CRUSHED AGO. BASE COURSE FOR SHOIJLDER CRUSHED AGO BASE ,0URSS FOR SHOULDER
IYPICAL SUPERELEVATION SECTION
S.T.K 65
STA. 84+28 TO STA. 94+70 � K UN�
STA, 104+26 TO STA� 105+q5 57 ( KUNC)
q
24' 'YARTS 12'
—Y SALVAG�D
F-..RrLIZER & 200
POINT REFERRED TO ON PRCFI�E
V
MAX
VATES 048'Z
MAX
LsEc"IONS
5 . ASPHALR.0 CONC, RAWY-N-1 CURB AND CUTTER 5- ASP'�-�A-L
PCINT REFERRED TO ON CROSS—/ 2�
T�j C' C,�N� r AV-'P�
10- CRUSHED AGCrEaATt- BASE COURSE 30, TvE 'DT 10' CRUSHED ACGREGA-7 BASES COUR�'"—�
9' GRANULAR SUBBASE D' GRANULAR SUBBASE—]
3' ASIHAL7C CONIC PAVEMENT, TYFE Ct 3* ASPHALTZC CONC. PA%SMENT, TIFF. Cl
CRUSHED AGG, BASE COURSE FOR SMOULDER CRUSHED AGG RACE COURSE FOR SHOULDER —
TYPICAL. SUPERELEVAMIN SECIPON
S.TK 65
STA. 94+70 TO STA, 95i2�',
&rAIE FROjECT NUW'ZR SH= NO
1720--0,5- 71
TYPICAL SECIIONS
2B' CLEAR ZONE
� -D "RM�
ED�j 7 ULCH
DISTURPE) AREAS
31" Sll'�ETY SFCTiCN
3' SALVAGED TOPSSL
T 1/2- SURFACE CCAJRSE
1 3/4- 8NDER COURSE
1 3/4- MNDER CCURSE
2B* CLEAR ZC�F
SEED, FERPLIZE AND .0
0 F
ISTU;
U',TCR UNE TO
I
11W RAVI,
a
3' SALVAGED TCP�,"C!L
F'..R7UZER & DOD
=�C-'E" CURB AND GU77ER
30- yi�E� -D-
SEED, FERTILIZE AND MULCH —.4
DISTURBED AREAS I
SALVAGED TOPSUL
24'
&SAL A C 'Up SO L,7 f — 21
TIU V GRk POINT REFERRED TO CN PRC-Lr'
ZER SOD
2
2
C 4�JT
IT�L
CONCRET_ RONT REFERRED TO ON
L— L GROSS SECTIONS
11T ASPHALTIC CONS. PAVEMENT CURB AND GUTTER 5' ASPHALTIC CORO. PAVEMIU47
TYP6 30' TYPE '0' 1`11;7s C-1
STI. 65
FE
28' CLEAR ZONE
SEED, FERTILIZE AND MULCH
'DISTURBED AREAS
DE 0 R AJR
-AS
W NOR. 7.81'
4,6,
2'
3' SALVArED TOPSOI L
10' CRUSHED AGGREGATE BASE COURSE 10' CRUSHED AGGREGATE BASE COURSE -- j
9" GRANULAR SUBBASE IC GRANULAR SUEBASV----]
3' ASPHAL71C CONC. PAVEMENT, 7`�Fe 0 -1 3' ASPHALTIC CrNG. PAVEV� NT
, �, rr- c, - �
CRUSHED AGO. BASE COURSE FOR SHOULDER CRUSHED AGO. BASE COURSE FOR SHCULCER------
TYMCAL TANGENT SECTION
TTK 65
STA 95+29 TO STk 104+26 (PI-WHE; 1 1/2' SURFACE COURSE
1 3/4' BINDER COURSE
1 3/4' IS�NDER COURSE
VARIES 18'-24'
POINT REFERRED TO ON PROFILE
VARIES 14�-24'
POINT REFERRED TO ON PROFILE
— POINT REFERRED TO ON CROSS r-1 2 � r POINT REFERRED TO ON CROSS-
SEc'noNs L —TYP CONCRETE ___j SECTIONS
5' ASPHALTIC CONC, PAVEMENT CURB AND GUTTER 5' ASPHALIIC CONC. PAVEMENT
Tl�pg C-1 30' TYPE *D* T111,15 cl-I
10' CRUSHED AGGREGATE RASE COURSE
9' GRANULAR SUBBASE
3' ASPHALTIC SONG, PAVEMENT
FOR SHOULDER
CRUSHED AGG. BASE C
10" CRUSHED AGGREGATE BASE COURSE
9' GRANULAR SUBBASE
Y ASPHALTIC GONG. PAVEMENT� T4PD C-f
CRUSHED AGO, BASE COURSE FOR SHOULDER
TYNCAL SUPERELEVATION SECTION
SJ.H. 65
STA. 105+96 TO STA. IIG+92 �K�Llmcj)
NND MULCH
AREAS
3' SALVAGD) TCPSOT.
20*
vAR'Es V-1--1
SOD OVER 6 WIDTH
E LOP
f4 ONG
COE NCR;;7 --� 2"
SOEWALK
CONCRETE
CURB AND GUTTER
Z0' TYPE 'D'
MEDIAN TURN LANES
SfA. 977+10 TO STA� 99+80 LT.
28' CLEAR ZONE
SEED FERTIUZE AND MULCH
DISTURBED AREAS
3* SALVAGED
AND IAUtCH
I
�i�
a
RADIUS 3, 37,
4-67"lAv T_ F2' SA PCNT r, 0,
ON A
.02
PONPIR.REFERRED TO
C
ON LE
01' LE
CIP,
IkAIV POINT REFERRED
F ON CROSS SECIIONS 3' SALVAGED TOPSOIL �3* ASPHALTIC CONCRETE PAVEMENT
3' SALVAGED TOPSOIL-- S" ASPHALTIC CONCRETE PAVEMENT 71P9 C,-f L—s- CRITERED AGGREGATE BASE COURSE
io` CRUSHED AGGREGATE BASE COURSE Z SALVAGED TOPSOIL
9' GRANULAR SUBBASE COURSE
5' ASPHALTIC CONCRETE PAVEMENT (SIlUDS�,T4R5C,-1 =CAL SECTIONL_ CUL RE SAC
CRUSHED AGGREGATE BASE COURSE FOR SHOULDERS . . . . . .
SEED. FERCIJZE AND MULCH SEED FERTILIZE AND MULCIA
TYPICAL SECTION FOR RAMPS DISTURSED AREAS DISTURBED AREAS
NW RAMP GtH, 65 3,
NE RAMP &T.K 65 PD147 REFERRED TO
zG* ON PROFILE 0
W CLEAR _ZONE 71 - I
30' CLEAR ZONE, OR TOE OF SLM +11'
TER
PONT REFERRED TO'ON CROSS SECTIONS
C�H
SEED FERTILIZE AND MULCH DISTURBED AREAS -1
ST
�DgnqZL AND MUI IL !RED AREAS XN y ASPHALTIC CONCRETE PAVEMENT SALVAGED TCPSOlL
3
15' a- CRUSHED AGGREGATE BASE COURSE
15'
r4C 4X 6.2 X 3' SALVAGED TOPSOIL TYPICAL SECTION (1) MATCH SLOPE FROM FRONTAGE RM 'A' SUBGRADE
POINT REFERRED TO SHOULDER PCINT TO HW RAMP OR S.T.K 35
ON PROFILE FkGNTAGE ROADS MANURE DITCH
FRONTAGE ROAD W
.04' STA, 227+35 TO STA, 259+00 L7E (?F�UKO
6�7 CIA STA, 227+35 TO STA. 264+00 RIE
FRONTAGE ROAD "8' W-UNC)
6-1 'C"(
— i L FRONTAGE ROAD
A POINT REFERRED TO PAULSON ROAD C�5 UNel
ON CROSS SECTIONS
3' SALVAGED TOPSML 4` ASPHALTIC CONCRETE PA�SAIENT �T41"a C-1 3' SALVAGES TOPSOIL
11" CRUSHED AGGREGATE BASE COURSE 5.
9' GRANULAR SUBBASE COURSE 1 1/2 - SURFACE CC URSE
4' ASPHALTIC CONCRETE PAIA]MENT, T4PS, �!,-1 POINT REFERRED TO
I 3le BINDER COURSE ON PROFILE
CRUSHED AGGREGATE BASE COURSE FOR SHOULDERS I 31C BINDER COURSE
20 SURFACE COURSE
21 BINDIFIR COURSE
TYPICAL SECTION FOR RAMPS r SALVAGED TOPSCI POINT REFERRED TO OR CROSS SECTIONS
Sw FLWP STH. 65 1 1/2' SURFACE COURSE (12
SE RAMP S.EK 85 �)j �— 3- ASPHALTIC CONCRETE PAVEMENT IM �l
2' ORDER COURSE 3W CONCRETE CURB & GUTTER Sr CR_ A(Sr.. VA-66 C-Ou'%66
9' CRANULAR SUBBASE
1 1/2' SURFACE COURSE
1 1/2' BINDER COURSE TYPICAL CURB & GUTTER SECTION
FRONTAGE ROAD A
STA, 259+00 M SIX 264+00 L'E 1 FR- WKS
'n SEED FERTILIW &wn MIA DR
I, FERT71UZE AND WUL0T DISTURBED AREAS 20 4R, DISTURBED AREAS DISTURBED AREAS
POINT REFERRED M SEED, FERTILIZE AND MACH DISTURBED AREAS' 3, 9- fC 12' 9 12' 61 1 6.
4 3' ON PROFILE 43, a' MIN.
OINT REFERRED TO
ON PROFILE 0�6,
Ov/- 04
POST REFERRED TO ON 6:1 AIM 4; 1 NOR- _,of I
CROSS SECTIONS All POINT R VARED TO ON CROSS SECTIONS IFT IAA�
3 1/2- ASPHALTIC CONCRETE PAVEMENT T4FYE C-1 Es
Ak �7777�7
r ASPHALDO CONCRETE PAVEMENT
12' CRUSHED AGGREGATE BASE DOUR 3' SALVAGED TOPSOIL 5' CFA.A�. 13A`NE COUfF56 Tqm r_- I
30 SALVAGED TOPSOIL
CRUSHED AGGREGATE BASE COURSE 7!j 3' SALVAGES TOPSOIL 9' GRANULAR SUBBASE Y SALVAGED TOPSM
FOR SHOULDERS
TYPICAL SECTION
TYPICAL SECTION
CJ.H, 'U" CONNEC71ONS AT &T.H, 65 (r-WNS
CONNECTIONS AT C.T.H. *U' L3-LINS)
m
PAVEMENT,S't
SHOULDERS (TYP)
12' 12' 6
PAYMENT, C,'t
SHOLWERS (Typ)
EXISIING TYPICAL SECTION
STH 65
ml
N. STA. PI 10+58 DNR-
22,5+70 FR. RD� 'C% 58' LT�
&-TM5'25' RT�
D-95*29'3r
T-20.32'
L-39.19,
R-BO'
E-lW
P,C STA. 10+37.69 DNR
P� t STA� 10+76.88 DNR
BASE COURSE
TYPICAL SECTION,
DNR PAF"G AREA
W��
��o �mm
FWUw
TYPE 3 MANHOLE
MEDIAN MANHOLE -AND INLET
STA. 264+50, 2C LT.
ZEE 3 MANHOLE
MEDIAN MANHOLE AND INLET
STA, 254+50, 6� Rf�
COLLAR
SEE DETAIL
Q Q—
TYPE 3 MANHOLE
STK 272+3% 54' Rt
WASSON COLLAR
,g- �C110N A=A
CONCRETE COLLAR DETAIL
STA, 272+20, RT.
�orffxrl"
TYPE DF
MATCH E=
BLOCK DETAIL
SPLIT CONCRETE
BLOCX RETAmm
WALL IIATTER 1:3
SPLIT CONCRETE BLOCK RETAINING WALL DET
TYPE HR
A
EXIMING GROUND
WiNq
mm
SEE PLAN MEW OF
HEAVY RIPRAP FLUME AT CURB END
PLAN VIEW
CURB OPENING FOR FLUME
�-V HEAVY RIPRAP �PROFTLE GRADE
GE07XnLE FABRIC OF DISCHARGE
MVER BANK TYPE HR SECTION A -A
-Er±vY..-
ST& 23G+04C Rt
L
a
ONTAGE RD, .
papa m-
SOD AT 8 MS INLETS
m
CONDI'TON
INCREASE 0 FROM RIGHT ANGU
TO BEST FIT FIELD CONDMONS
L
C N ER, DEPRESS SURFACE
C CRETE GUTTE
I' MAX� TO SHAPE FLOW PATH
SHOULDER OR BERM
POINT
CUT CONDIMN
Is SHOWN
TCH
ON CUT SLOPE
PLAN MEW SHOULDER OR BERM 4' r
FLUME AT CURB END HINGE POINT
vs
- - - - - - - - - - —
MITCH WIDTH CONSTRUCT FLOKLINE AS
... TCP ACT"
CONDITION GHOWN OYN WAND DIRECTED BY THE ENGINEER
SECTION A -A
4� S
(LEVEL)
r MINL
SEcmN B-B
SOD FLUME
SILT FENCE
A
DITCH
T
SECTION A -A
SEDIMENTAMN BASIN
NOTE, THE SIM SHAPE AND LOCA710H OF TRAP MAY
BE ADJUSTED FROM THAT SHOVAI IN THE PLANS� AS
DIRECTED BY THE ENGINEER.
STATE PROJECT NU)J-- SHEET NO.
D 1720-05-71
DWY� ---
CIJL�IERT PPE
DETAILS
APRON ENDWALL
mATcH EAST,
SAME TYPE
MATERIAL Z'A�PHA�11� �N�-:PtRtlr *HAND PLACED RIPRAP---\
le, AS EXISTING m �-t OV& OR HEAVY RIPRAP 2 0'
-a"F; M!;Imum
CA P�6'
OPI
7 STAI 7R
NU"EER
"5-7
E p O"Ec
1720�1
DETAILS
D RPRAP
PRA
��A v H/W
1/2' EXP� JTt ull am A<�'V456r OF DRIVEWAY CONST.1
TOPSCiL t B C�os-x MI
B & SOD '0 TAPER CURB
�VARIES TWE -R* OR 'HR'
HEIGHT TO GUT7R 0.5- GEOTEXTILE FABRIC
LINE ITYP. "-SOD)
MATCH b A
DIST.
GU T
9G? VAR
EDGE OF PAVEMENT A--J
30 10 g8cp,
PLAN MEW CURB & GUTTER �,V�LaAv 11 —4 1 c
CURB & GUTTER EGATE ) — r�
30' TYPE 'D' CONCRETE 6' M AGGR PLAN MEW 'D
BASE COURSE
SECTION A -A 12*
EN
SU'
tRA *ADJJST TO FIT 4
VARIES I EXIST E-2 �'�E
E T IF
T- EA I FIELD coNornONS
Q?T SURFACE
CURB
_1 3_X _BI6METZR_0�_SPAN
_SECT0N*A-A'
_'[,v IrF�O:L _6. CONCRETE qjqWE OF
Amp
0 A SOD AT C.P. OUTLETS ��E�Avy nPRAP og RIPRAP AT C.P. OUTLETS
ED
AVEE TO TCH
T, EEXIS nNG SURFACE
ortP,� i 5' MAX, It
6 6 C GR
' _ CR.-AGGREGATE/
1,5' FOR PRIVA-m ENTRANCES PRIVATE ENTRANCE 12' MIN, 24� MA ' X MAX BASE COURSE
15 FOR COMMERaAL ENTRANCE$ -SECIION B-D COMMERCIAL ENTRANCE- 24� WK - 35
PRIVATE OR COMMERCIAL ENTRANCE DETAIL
ZF 2
SIZE 2 _G DF
4�0
'PIPE UNDERDRAIN DETAIL
PIPE UNDERDRAIN —DETAIL
FILTRATION BASINS MEDIAN
BETWEEN INTERCHANGE RAMPS AND STH *W
NATURAL GROUND
FINISHED GROUND
NORMAL E
EDGE OF PAVEMENT
B,S. AREA hi
TO BE SLOPED — - — - — -
PARAUJEL VATH THE SEED. FERTILrZE AND WUL SEED. FERTILIZE AND MULCH
NATURAL GROUND
Zl� RE. I N 74" MAX 2.2
<,, VARfASLE________;_____�4W MIN, 3' SALVAGED C�F- 4'k AX r SALVAGED TOPSOIL -4
TOPSOIL WN.
EXACT LOCATIONS OF EELS. SECTIONS SHALL BE DETERMINED BY THE E34ONEM
IN THE FIELD. 02 0.02 D-
EASING V EDGE OF SHDUL ER
EB,& AREA TO BE BACKTILLED WTH MATERIAL ACCEPTABLE TO THE ENGINEEFL GROUND \-R NDING (TYP) *PAVEMV4T LIMITS
'tkdFI
BACKFU MUST BE HOMOGENEOUS WITH ADJUNING FILL MATERIAL QA AT APPROACH TO
14 S' CCR-SHED AGGIRE UNPAVED DRIVEWAY
THE FILL SECTION WITHIN IOD' OF THE MOUTH OF THE CUT MUST BE KEPT A6
2' BELOW SUBGRADE UNTIL E.B.S. IS COMPLETED. FP/7, �PC C-1 BASE COURSE 6:1 WITHIN CLEAR ZONE
LATERAL LIMITS OF EXCAVATION SHALL BE THE SUBGRADE SHOULDER PCXNM A WERE DMVMAY IS PAVED, APPROACH PAVUENT SHOULD
ROUNDING (TYP�)---�' BE EXTENDED TO MATCH DRIVEWAY PAVEMENT
PRORLE FOR _UNDERCUT SECTION TYPICAL P.E. SECTION RURAL DRIVEWAY INTERSECTION DETAIL
woo
230
1200- TAPER
A6PHAL71C, PAVEI-15NT'�, U)fLL 15,6 PLAC)EV
W�TH )OINr6 A�5 6146U)N,
234
Qno 75.
PMEMENT JOINTS (TYR)
235
230
9D4.10
90144
902.87
9OZ39
902.00
Sol M i
901M
900.95
900.60
901184
900,25 899.90 7
900.49 900.14 9-9 —�7 9
904�af
90311
113
29 4
10, 9
901.54
901 � 1-9-,
----------
904,10
.......
903.44
902.87
9
SJM.
5
35 NB
901 65
got4o 901.
95
90OX0
M25 MILO
9 03 .27
902.68
90064
900.86
9
SE RAMP
90oxa 2'
-------------------------------------------
600' TAPER
I
r-
4
9
89
'07
.8,9
523,5
0
2
89 ja
RD. 'A'
201W
85+77,99 RL 65 7180' LT
228'R*+09.08 FR. RD, 'A'
52' LT�
CIIIISTRIIOT—�
SOD
FLUME
PI 9�117-32
x
87+00 RL 65 93 R7 L-, y
RD� D --4*)G'CO'
A �22 �R-+2886 FR D� =A- =35'36'26'RT
73� RT, =40B.BB
L � 791�27
E �60.98'
R =1273 24'
SF -VARIES
PC 87+03.44
PT 94+99�71
A6pHAL;*nc 'RAVgmer4r5 w�u, f3FF
PLAC,e�V WrrH �)OrWr�5 A'� 6H6WN.
-�7 7
86+96.88 RL 65'
33�96' LT, zl�l
E5
25 /10--l'
2i
'C2 .5
54+82 RL 65
-8S+Stq7 PL 6 7
34 L
YZTT
'A
0
87�75 RL 65
89955 34' RT,
2 24 RT. END TAPER
na'.Vtl -- -- 'n q0I.Ll- —
w
'o
'3
914�20
91 91175
90 '75
aia �45�91
90 . 7 \9 0987
917 7-
5
es
..'
92 '814
90 00 a
00
930
—Q1 1 _'17
I �13�0
'0
'9Z '214 7.
.30
97060
�60
9 tj
911
Q.,g
5,5' RADIUS PT, STA. 2,38+2194 NrAIR 24�5' RT.
STk 94+72�63 RL 65 47Z4� IJ,
5.5' RADIUS PT. STX 96+29 02 RL 65 52�67' LT.
Q,/'
STA, 239+6GI85 NW CONN, 24�5� LT�
c
3.5' RADIUS PT. STA, 240+52,89 NWR 22,5' RT.
S;rk 240+56.49 WN CONN. 22.5' Lt
'RQ,
IS
978
-"1 84
-
+
S 7
9,20,03
23� - - - - - - -
- - - - - - - -
- - -
-
- - - - - - - - - - - - - -
2.39
7
—29-22=.71
, K,3-2 2
�10
.9" 9f,
9
96+30.08 RL 65-
239+14�21 NWR
,Z
"�<Om�NSMTR=WT 49
238+49.98 SWR 5TL4� SOD X�t
95+3128 RL 65 85�64' RT� MAP.- FLUME Om
NCTE� PROVIDE SIGN BOX OUT AT ALL CONCRETE
NOSE POINTS
A--PHAL;r�C. F`AY5MPJTl5 WR�J— 56, PLA(E�P
W�TH JOINT-5 A--�
241 242
- - - - - - -- - - - -
922.48 W RAMP -�LZ _1 C� a2
...... ... .
74,
z z
�L4Q±�N NW _UWL-
240+73�51 �I`NR, 40,10' FIT.
FND 60" RAID,
P PC 240+01�49
C 2!!q+01�49
2r CONDUff
9 'C CAP (Typ) 97�11730 RL 65 60' LT�
16 - �WR
�240+lii6 �WCOO
6
END TAPER
98+00 RL 65, 44' LT,
97�12,32 RL 65
'�6' LT� 4'�W, PI,
9;1
9
9>
+4 .95 R 65
36* RT
r CONDurr (2) IRMO
96+45.34 RL 65 55.86' RT.
239+19�44 SWR 35' RT� As
239+19.44 SWR
I P R
97+4Z95 RL 65
(D RL A*5
51A 51 fln' 19
(J) 45f$ - ',XV -74 RL� t-5
" IAT' 'a
ZZV, �OPT & 49
11711A
920t 16- 2" -"tjF' _ZAQ:E�NWR 160� RT
4 6' bf 98+12,23 RL 65 6�56' LT.
�601 RADI p7l
/Y 65
Is, P/Y
6 19
9
9
9 &0
9
C�N(�RCTF. SURFACE CRA!N
N rT 1--v
l-
Ay ',-CCNCRETE PAVEMENT
APPROACH SLAS
CONCRETE SURFACE DRAIN
INLET T-V
CONCRETE FA�`ENEIIT
APPROACH C A��
244+67.22 SEE 65' LT,
103+09.31 RL 55 M] HI,
0-.—
I
114+01111 Fl
�6 L
10-3109 1 RL 6
Ll GIN 18 RAD
44D
@ 4 t� IS - 104+ 45 S6 fIL (,5
fUE 5'ur
?4�,+04,48 NFM
4.!Y 6T,
02 456-24(�,46�-81NIU1
4 5, FFT-
104+67�97 RL 65
�50' LT
50 LT� RAO, PT�
245�93,— N�-�
L'L
4
11,00
STRUCT
SOD FLUME
244+74,06 SEE 54.75' RT
IO4+1T48 RL 65 BL48' RlU
A�5PWAU'rlr- PAvrmrmTll WILL, E5 F`L�C,15P
WITH -�OPNI-5 A6 �-HOWN.
Ljj�+ 7 3 IjER
a'
NOTE: pRoVIDE SIG�k BOX OUT AT ALL
CONCRETE NOSE POMTS
scram=
4-4C LT,
�yj 1 11
+ 75',-+18.73 72' RT.
I,S' RADIUS- STA, 107+0431 NO 65 13,5' R7�
75'F'+07�30
-8-75 69 87 LT
108+48 8 SB 5
6
2.5' RADIUS- S1 k 107+37-11 NIS 65= IZS' PIT.
11? TT-n
STA, 73'P' �47.41 20,5' LT.
107+310 77 SB 65 49�80' LT,-
+
Q
Z.V RADIUS. STA. 73'P'4 16,16 1&5'
747'+9�
L
-RADIUS TO FACE OF CURB
107479.70 SO 65
CONSTRUCT-/
9.63
SOD
FLUM
108+20�09 NO 65 72.95' LT
j_QZ±jLN_q_U 74,_Q'_
T 1 4
,CONSTRUCT SOD FLUME
NOTEZ PROIADE BICH BOX 'U- AT ALL CONCRETE
ICB+44.93 SB 6.5
NOSE PONTS
P,C, 105�95,57 53 Es
4 10 LT
A�5PNALTfr PFV5MM1r5 U.ULL eFr R�AC50
44' LT 106+40 SS 65
912.5 10 + 471 SO 65
WITH JOINT6 A6 6HCWH
913.83 913.77 G' LT 4 1 7
10 L
108
13�31 107+37,12 NB �65
34. 6� RT.
log
END 4 RAD
107+ 17 S 5 PT.'
+
END TAPER
109+94,05 SB 65 0 LT.
GIN 48 RAD. 21
HLUIN 46 NAL,
ULU 10 +1 .4 6' RT�
912.89 Olz �q
NO 48 RA
91
107+35.99 SO 65 35.74' FIT. 4' RAD. 910.14
57 R L STH 65 107+2� Z AIR 65 215 �16LT
4 PAD ......
()a+* 118 NO
i
911.94 '2918 NIS 6
107
+17 4
rAPE',
1 6+ 4
7 go
107+ N
'Ot
0 S& 91L90
26, Li
106+10 NB 65
�72
E
�
06
P.0
ru�L
5
1'14 NO 65
*k\ I 'OKOi
O-A.
106+49,69 NS 65
10.0 RT
108+18.48 SB 65 74�
END TAPER
17 Pao "AD
6
108+95
NIS 65 0'
RT.
909� 4
105+95.57 Na 65-
105+95�57 RL STH 65
7 Id 7�P*+27,15
12.0' RT. 13�7P499,1 14 RT.
�73'P12715
PAVEMENT
ONTS (TYP) 909. 0 -111-K.
24' RT 107+09.17 SB 65 74' RT�
SZ60�4�%80`
15 SZO' RT,
_aL0i_TAN&_
105+50 RL 65
AFO, .7
pf.
107+56.82 NO 65-
73'P'+65�85
24' RT,
CONSTRUCT
IR
SOD
FLUME
106+43.67 NB 65 69.70' RT,
72'P"+21.66 7LO' LT.
72'P'+2t66
112
+
CONSTRUCT 11' LT
PAVEMENT JOINTS (TYR)
SOD
113
FLUME
912.36
91Z47
9m5a
114
912J52
11 2K'
113,1K,
910.67
114-K-
\Xu�
NB 9z" Nam
I
NE RAMP — — — — — — — --
;A� 2
STA, 255+20-29 NBK 35' Rl--
STA, 254+85,02 NER 21' LT,
3' RAVUS
STA, 25++92.72 NBRL V RT.-
254+57,75 NER 22' LL
S AR AFDI"U S 9 2�
STATE PZNECT NUMBER
7 2 0 -- 0 5 -!77177f--1 Tk�'
RAMP GORE ULIAIL
STH 35 / 65
NORTH'WEST RAMP & NORTHEAST RAMP
I�nuA �lr 'PAVE�NeN T-5 WilL—E3C-
xv,
D
222.
Aztm
12 TAPER
�OC(
W�LL ee PLAC15r7l
REM
r� 4
+ +
4
A-4
&T.H. 35
q44_1,a
—2.2x,
3'
4
44
SB
q4
2�44�4
44AUE
iiI221
V RAD. PT.:=
..... ........
.
iA&L
aAAm
SjM . 35
NS
milamm
rm� S,T.K 35 SB
NB RAMP 24mt
Ir... — -- ..... . -- .............. S.T.H. 34 NB
an
a m
ol
x
-- — - — - — - — - — - — -- 4— -
25.5' RT.
STA�
T.C. 902.39 -(7-
,7V
I r 64 L.F� 12' STM. S.
-D84%
TC� 902.58
LEGEND
Ta ELLV�
TOP OF CASTNG ELEVATION
(EQUALS CURB ELEVAIPON FOR INLET)
—PROPOSED INLET AND COVER
FLOW DINE ELEVA70N
TOP OF COVER ELEVADON
PROPOSED MANHOLE AND COVER
FLOW LINE ELEVATON
PROPOSED STORM SEWER PIPE
I
STATE PROECT NUMBER SHEET N
VO IA �1_j �`t'
__ 1�_ I N
93K'+75, 1.5' LT STA, 98+10 STH 65 ST& 24&'R'+50 FIL RD, A 1 72 07 5-71 2- 2_��
STA, 228'R'+50 Ilp INLET 3-H LT 1-30* X 320' IL=P, M V 2-36' X 82' C.P, CL III ISTA. 23B+26 NWR, 20.5' ITT STA. 240+50 RAN. 20G� RT
1-54' X 89' CS, CL N GRATE 918.70 2-SLOPED STIEL ENDWALLS REO-D, 4-APRON ENDWALLS PEO'll INLET 3-HI INLET 3-HI
2-APRON ENDWALLS REG' N INV, 9113 SKEWED 25' LHF GRATE 921.93 GRATE 922,91 DRAINAGE PLAN
OUT INV� 91118 IT] T3 INV� 91710 INV. 918,08
lov C�S�C.P. 12' SIX 247+00 NWR STA. 252*R'+2a FR, RD� A 102' CSC�P. 12' IW C,S,CY� 12"
HEAVY RIPRAP SETTLEMENT INC, 2-1512BOWS 1-24' X 90' R,CCP, CLIM 40' FIT INC� 2-15' ELBOWS INC. 2-15' ELBOWS
BASIN I -APRON ENDWALL REQCX 2-APRON ENDWALLS REDD. 1_24T x 58' C�P. CL III I-APRWI ENDWALL REQ'D� I -APRON E140WALL REQ`D,
IPPR 2-APRON ENDWALLS REQ'D� DITCH Soo
- CONSTRUCT
RIPRAP FRONTAGE RD� 'A' MEE
PEA @
RIP . . . . . . . . . . . . . . . ST& 244+90 NERL� 25' LT,
SOD- STA. 226+40 G
1-24- X 98' OR. a- W 59 240 INLET B-MS
2-APRON ENDWALLS REQT� NW RAMP GRATE ELEA. 896.2
RIPRAP 60 log RIPRAP, �DAVY INV. ELEV, 893.5
9 :11'.
Ac��7�_ @ f CONSTRUCT
;ZN� ,, RIPRAP 0 D�TE
ST& 93-K'+75, 1&5' Lt ITZ. D K 4
05D . . . . . . . . STA. 27,1+00, 25' LT- NPRI.
STk �2-K"+25,7. 7,5' LL, INLET 3-H RT S'7,Y RECHARGE
tINIZ-1, 3-Hi GRATE 918.7D 05� BASIN INLET 5MS
C,9'7 914,54 INV. 914.47 1E I's STR 35 GRATE ELEV. 907 1
A INVERT ELEV� �04A
15! C.S.C.P� 12* �EWY 61
�611 CSC.P, 12' RIPRAP
!NC, 2-15' ELEOVIS I -APRON DINGWALL IE CHANNELJ 73 RIPRAP
STK 235+DO SWR LIMITS RIP AD so G
3-58' X 36' X 204' R.CAP. CL III G�� GANF (D u stp STA. 247+10 NZR
6-SLOPED STEEL ENOWALLS REQ'D. BO� � 1-24' X 174' R.C.C.P.
SIX 229+02�5, ILO�9' LT. C Z s 'o oz tP,, 2-SLOPED STEEL PID'KALL' , REQ'D�
INLET I-V 92 SKE�YED 30' RHFF
GRATE SO4�94 0
@@) 72 S
INV. 89G9 00%
" cLsxp� 12, STA. 97K*+12,5, 15' Lt #0 P R GRAP
INC, 2-10' ELBOWS, INLET 3 loop* 91 STA, 102+65 STH 65
-HI 13 I-C6' X 2nO' P-C,C.P. CL IV
I -APRON END�'�AL RCC'D. GRATE 925�22 Soo R Z-SLCP70 STEEL ENDWAIIS REO'D.
INV. 921.00
138, C.S.C�p� 12, 010 SOD SKEWED 3C' LHI-
INC 2-15' ELBOWS G)
CIA, 22902,6, 45' LT. 0 t
INLET I-V I -APRON XDWOoAnLL REO'D. oz N 1,
GRATE 905.24 @ 000,00 NO CONST. ALLOWED IN SOD 0 \-SOD
INV 90tO STA, 229+31.4, 5' Lt DITCH BOTTOM RJPRAP 64 STA. IOB+70 SB� 25�5' RT
.6' R,c.&s. a- m 12' INLET I-V 16.5 oll, ST& 76r+50. RT INLET 3-HI
GRATE 90C92 BE RAMP 241 I_Iw x 36* CP� CL III GRATE SICS.96
INV 9OGS B5 2-APRON ENDWALLS REOTI. INV. 90446
44' R.C�S.S. 12' CL III Stll W35 65 is' C�SC�P. 12"
67 66
FRONTAGE RD. -B-
RIPRAP SOD sGG_/ @ STA, 108+90 ED, 25Z' RT
INLET 3-HI
STA, 239+30 NERL STA. 237+00 NBRL. 25' Ut STA. 240+80 NEIRL, 25' LT. STK 69'P'+80 FR. RD. B RIPRAP GRATE 909,02
67 3-51' X 31" X 172' R.C�AP. CL III INLET B-ms INLET 8_MS 1-48* A 66, Op, INL 904Z6
8-SLOPED STEEL ENDWALLS GRATE ELEV. 895.1 GRATE ELEV. 2-APRON ENDWALLS REWD. INV� 904.25
89 INVERT REV. 892.4 INVERT ELEV. 19 8, C.SCP� IV,
STA. 229+47�4, 37X RT. STA, 24,3+50 SER
90 INLET I-V 64*P*+00 RT 9 64P'+6D, RTH 1-48' X 196' R.C.C.P. CL IV
GRATE 904,46 1-18, x 38, cp� CL 111 1-18' X 36' C,P, CL Iff 2-SLOPED SIM ENDWALLS REO'D.
INV. 899.62 2-APRON ENDWALLS REM 2-APRON ENDWALLS REWD, SKEWED 30* BHT
66' Q&CP. 12* SM 108+70 NB, 22,8E LT
IND 2-10* ELBOWS @ INLET 3-HI
RIPRAP I -APRON ENDWALL REO'D� 1131- STK 103'K'+27 160 LT GRATE 909�05
66'r+55, RT MI INLET 3-HI INL 904,15
PIPE UNDERDRAIN, 4-1�JCH 1-18* x 36' r-P, CL III GRATE 91&16 INV. 904.05
CLIE�OW 2-APRON ENDWALLS REODv, INV�913,93 46' CB4CP� 15'
@ 120' C.SC.P, 12' I -APRON ENOWALL REM
STA, 236+00 RD STH 35 STA, 250+00 NW RAMP @ STA. 239+00 NO SIN 35 STA. 105+75 SIN 65 STA, 10549Z 18.5 LT INE 2-15' ELBOWS
120' LT., ELfEI.6 4V LT., EL 9010 82' RR, EL 890�O 32W LT., EL 890.5 INLET 3-H I -APRON ENDWALL REQD.
LENGIH(D- 8 - 250 LENGTH@-@- 375' @ STk 239+75 NO STH 35 STA6 106+65 (TAN) STH 65 ly GRATE 912.a3 SKEWED 10* LHF
STAL 238+50 NB STH 35 (D STA, 241+00 NO SIN 35 62' RT., EL 890.0 139' LT., EL 891Z INV� 908,33
120' LT., EL 891.0 94' LEI LENGTH@-(E)- 223' LENGTH (D- 0- 224� 16, C.S,C.P� 12*
LT" 7�- & 114' STA, 242+DO NEI SIN 35 @
LENGTH (8C 0 @
STA, 97+30 STH 65 STA_ 107+65 (TAN) STH 65 STA, 101+64, 33F FIT STAL 102+50. SW LT
140S Rt, EL SB%O ST& 244+00 NO STH 35 32' FIT., EL 891.1 312 1 LT., EL 892A STA. 105+9z 1.5, LT INLET I-V INLET I-V
LENGTH@-@- DaO, 94� LT 310' LENGTH @ - 297' - @- 2W INLET 3--H (RATE 918.92
LENS I (S:.2 LENGTH (2) GRATE 920.64
OD STA. 242+75 NW RAMP ;e- STA ' 245+00 NB STH 35 GRATE 912,B3 INV� 916.5 INV� 914,43
105 PIT 8919 STA. 241+50 NO STH 35 32- RT., EL 892A STA, 107+20 (TAN) SIM 65 WL 90&03 102' Q&C.P. 12' INC, 1-15* ELBOW. " LT OF 102+50
LENGTMe-L@_'35CF 32 . LT NP STA. 101+97 SIR 65 107' L7L EL BENIX INV 907.99 PROFILE OF OVERFLOW CHANNEL TNC� 2-15' ELBOWS 1-15- ELBOW, 126- LT
� �lgio 153' RT,, EL 81)(10 LENGTH(D-@- 61V 78' CBX.P� 15' RAISED TO PROMDE FLOW DOM 1-APRON ENDWALL REQD� OF 103+11
(g) STA, 246+25 NW RAMP INC, 2-15' ELBOWS EASTING CHANNEL 112' 11SC.P� 12'
85' RTI EL 8917, Q STAL 24++00 NO STH 35 UE"GTH@_@_ 3M' RENFORCED CONCRETE ENDWALL 1-APRON 04DWALL I -APRON ENOWALL
32' LT.�(t V2 , Q STA. 105+75 STH 65 FOR PIPE UNDERDRAN 4' REQD.
(D STA, 247+65 NW RAMP LENGTH 253 155- LT., EL 890.2
70' ITT EL. 9010 9 ST�L 237+DO NO SIM 35 LENaTH@-(D- 136'
LENGTH'@-@- 140* 82 RT_ EL 891.00 STAL 104+71 SIM 65
@ STA. 246+25 NW RAMP LENGTH(q)-@- 2W 2,51' LT. ELL 891140
35, LT., EL 901.1 LENGTH (D-@- 104'
LENGTHQ-@- 120�
m
FA
I
0
w
I
ER SHEET NO.
STATE PRIOXF-Cl NUMSM7
1720-05-71 Z-zl
EROSION CONTZROL PLAN
7MAIN 7STREET- STA. 64+43 TO STA. 84+35
4' PPE 0
UNDER
--------------
290 295 30D
— — — — — — 3DO
295
ST.K 35
------------------------------ -----------------------------
+4. H. 'U-
XN
LEGEND
Soo
CM== REYNFORCM SOD
SLT FENCE
EROSION MAT
I EE3(2) EROSION BALES
(INDICATES BALIES REODT—
UNLESS OTHMWSE NOTEi—�
1720-05-71
fkO-SIQNCONT
S.T.H� 3
;TA, 252+00 TO
,TA 278+00 TO
18
W
w
0
A:�PHAUTIC, VAMNF-NT�5 WIU- 65 R-ACE,�P
WITH JOINT5 A5 614OWN.
'4'W
-70
--4
MING ASPHAtIC
65
PA�EME4T 70 REMAIN
S A. 64+4
STDP UNE
(TIM)
PIP
IN
I
91
4*W
STH 65
4"W
41W
f4'01AG"L ygt�
91
L
C::; -41
2
w
in
mClCATES O!RECW�,N OF TRAM, (ryP)
I
L
STOP UNE�
Typ)
�07W
t-4,y /-tTA-M 16LAW mt,5
�777�— YaLoo (Ifp")
�777_
-!:-W— 30'TYPE D CONCRETE
CURB a GUTTER
Y u ow C of'15
e -0
IM
-iLw-
112
11
2-4-Y *-w
2-4'Y 112 4W
M,
y
STOP
I
4-W
a
w
an*
-NDICATi,S DRECnON OF IRAFFIC I
� S 211�4
NB 35
4. w
, . I
i
R11-2 48' X TO
ROAD
MAO CLOS
MAD MAD Co"EITRUCTM (D CLOSED
1) COHBTMWM 2 mwmcnojN
60- X 24'
(D (D
lija DENOTES DIRECPON OF SGN FACE
WARNING UGHTS, TYPE A
=1
DENOTES WORK ZONE
m�
BUTT BYPASS PAVEMENT
MANURE PAVEMENT
DRUMS VAIN —
TYPE C,
WAFOMG LIGHTS
�ArCN X%b W�9& Sit" ON
�Nslwmm
ma�
END
PT I
324.
12' L
BYPASS AUGNMENT CURW
DATA
Pt 12+=16-
PI 16+47.43-
BE AUGN
318+%MO2 RL. 57.W LT.
323+3124 rL 12' LT�
A-4W RT.
&5,53�50* LT.
SSRL
D-2W
D-2-X
T-90,05,
T-II&IO'
L-18(loo,
L-23,&99'
E-1.77'
E-1"
P,r— ll+IZII-
P,C 15+29,54-
316+00 F,4_ 6V LT�
322+1&76 Pd. 24.14� LT.
P�l 12+9ZII-
P.T, 17+65,53m-
319+72.59, 4&5w LT�
32++5L34 Rl- IV LL
guall*—Mmmm
W
TEMPORARY PAVEMENT MARXING
C WHITE (TYP)
— � I
wm&22L�
m
711
4- ROAD ROAD
0 15W lcou (D
4 M4 -9
4-
G20-2 60"' X 2-"
ROAD EM
COMMIMIMN
500' (D IL?L*��
< M4 -B
rM-T—OU-Rl
4 X ��
L2
r
01651
--------- --
21' Y, 15'
10-1
STAGE IIB
ROUTE STM. 65 TRAFFIC UP E)aSTTNG &T.H, 35
TO C,TH. 'U* INTERSECTION
CONSTRUCT ST.K 65 CONNECTION USING MOVING WORK ZONE DETAIL
M4-8 24 X �i
M03-1
M03-1 J4 X 12
W-5
2 [�R�
4 X 12
165
65 24- X 24
M05-1
4 xj
2L 24 L-
21r7X J15-
I LID
24 X U
MC113-1
IHEI
2, , ' 4 X 5 12'
2,1- X 24'
mCS-IL
21' X 15*
I
Lill'
e4- X 24'
W013-1
24' X 24'
M
CURW A
CURW DATA
PI ll+W75
A-38'26'27- LT�
D.IM'DO"
T-IM75'
L-384.41'
R-57Z96'
E-33.82'
PX� 10+00-
236+97.7D NBRL� 201.07' LT
P,T. 13+84.41-
240+43-31 NBRL� 62' LT,
ME=
sum
TYPE A
Cll�?)
0
". X �,-
CURVE 8
CURVE DATA
�T 21+13 78-
240+50 NBRI- 5t7g' RT
A-63W'50' LT
D-57'17'45'
T-61.90'
L-110.85,
R-100'
E-17.61*
P.C. 2G+51.88-
24D+50 NBRI. IM12' Ll
P.T� 21+6z73-
241+D5.97. 78.83' FIT,
P.MM INT. 2G+D0-
240+50 NBRL, 62' LT.
RP 241+49.61 NBRL� 11.86' LT�
STAGE 11
CONSTRUCT TEMPORARY)MOENING ON MAIN STREET
CONSTRUCT WEST SIDE (SEE DETAIL SHEM
STAGE IIA
CONSTRUCT TEMPORARY CONNECTIONS FROM MaSTING STJ-1. 35
TO SB 35 LANES.
mow TRAPTIc To SB a5 LANES
coNsTRucT r-T.H. 'U* INTERSECTION AND CONNECTOR FROM DOSTING
65 TO E)aSIING 35
ACCESS SHALL BE mAINTAINED TO ALL BUSINESSES FRCU STH 65
OR CJ.H. 'U' INTERSEcnoNs
4B, x �1'
uc,,H-
4�' X 2-'-
14
E
nnnngp�-'M
plej
a
Mle
M
24" X 24*
';4* X 24-
TYPE C WARNING UGHTS
D ALONT DECELERATOR LANE
t
1, 0 0
giin DENOTES DIRECTION OF SGW FACE
WARNING LIGHTS, -�PE A'
D040TES WORK ZONE
7\
0 - 2 60' X 24'
ROAD ROAD ROAD
3 Em
%W
0 (D low (D
FIAGS W-5
(D [35 (D >
24 X 24'
STOP
AF�
45
21' X 15' M.Pit
24' X 24'
CROAD
LOSED TRAFFIC CONTROL
14 X 12 CLOSED STAGE 11
103-1 (6D
24 X 12
2 24 XR24
AV-
4 4
21' X 15'
M4-8 kQ2 -1 M4-9 IA 4 8
LEJ DETIEPA
24 X 12 21' X 1" 24 X 12 24 X 12
M03--1 V4-8 M03-1 M03--1
DUAG5 HMITT"
24 X 12 24 X 12
24' X 12' 24 X 12 5'
MI-5
0[ 0_65 0
21 X 24 2 4 SX2
'o, x 30, 24' X 24' 24 X 24' MD5-1 M05-1
L05-IR
E $ k—tl Pll P1 Q21 1;
21' X 15'
10 8
10
PD 8
10 (D
CCSI� ST" 3
101
DRUM
DAVII W/ TTFE 'C' W�WNG UGHT
Iiin DENOTES NRECTION OF SIGN FACE
A. WARNNO LIGHTS, TYPE A
SAWCUT AT
12= STAGE 13
DENOTES WORK ZONE
EXIST SM' 35
if
01
STAGE ;;B - TRAFFIC ON FINISHED ROAD
SEE STAGE III FOR SIGNING
STAGE 11 - REMOVE BYPASS
"a
rs. . f �p I
kzzaz,�I'
I
I- 44o
II I rr 11 ,1
C
Cbv
, S
6s
mr�--q
w
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Aw
low
m
m
ACCESS
VAN
y
m
MI-5 MI-5
5;--1 13D
M6-3 M6-3
fWl
M2-1
fwo-uq
M3-3
ke,j
Fal
ro
S169F M
MOW TRAFIC ON NEW MAN STREET CONSTRUCTION
RAMPS ON NOM SfM OF NTERCHANGE
OPERATE AS NORMAL
STAGE IV
OPEN MAIN STREET
T'fM C, U�AMN?N�
PLAC150 ON A� TRAFFIC, C4HTPoi,
-QNU" IN T?'AMt5ITI0H A�O-A6.
ROAD ROAD
C ;��T*N
ONSTSMTKON (D CONSTRUCrON
16W low
V � I/ "I Yl.
T
(1-1�1
I
ROAD G20-2 60' X 24'
3
(D
FDO N�70T
AF
1 1
tpp
n (�
m
Rs/ tot
PP
t1l
I AND 11
Y RAISED
PAVEM, "'IT
r
1720-05-71
A _.j_
0
_,�T,�GES
SEE TPAFFIC CONTROL LAYOUT
STAGE I
-,f.MPORARY PAVEMENT MARKNG
V
I -MARKET
TR�FnC -iRAF RC YELLOI�o
TRAFFIC CONTROL DETAIL
AF
LMAIN
WAgN?N(. LdDo*n!X
FOR ADVANCE SIGNING
4' YELLOW (TYP�)
I 81-DIRE CTIONAL
STAGES I AND 11 AND III
ST
EXISTING-1
PAVEM P_N T
25' SPACING
STREET — STA. 59+00 TO STA. 69+00
&WE
Nr�,;A71ES CREcj'XI� OF SIGN FACE
—02-
(1)
INDICATES NUMBER CF TRAFFIC C ONTROL
DEVICES REQUIRED (TYR)
48' F F
__S�EE
WORK ZONE
TEMPORARY PAVEMENT MARKING,
-3' ASPHAL'nC SURFACE, TYP5 6-1
4' WHITE (TYP�)
PLAN7PRORLE AND
TYPICAL SECTION SHEETS
6' CRUSHED AGGREGATE BASE COURSE
RII-2 48' X 30' (1) TSHPOFIAFI�' 0105INfNIS
R11-2 48* X 30' (1)
REMOVE EXISTING -
PAV�MENT MARKING
64+43
Is
STA, 64+43
CURB & GUTTER PLACED It I ROAD
CLOSED
ON PROJECT 7994-DO-
TO REMAIN
TYPE III BARRICADE (5)
WARNING LIGHTS, TYPE A (6)
ST. 36'
RCCP TO
REMAIN AS IS S)IWCUT EXISTING
PAVEAK7RT---
65
SEE PLAN / PROFILE 'IE(MND EXIST. 36' RCCP
SHEETS I L - TO AREA DRAIN 001
STAGE ffl—
SEE TRAFFIC CONTROL LAYOUT STAGE III
FOR ADVANCE SIGNING
CURB A: GUTTER PLACED
ON PROECT 7994-00— 3�0\
TO REMAJ?
-i EXIST� 36'
',,�RCCP TO 91
REMAIN AS IS
DOSTING
IT MARKING n
R11-2 48' X 30' (1)
m
9
REMOVE EXISTING PAVEMENT
E (2)
TYPE A (4) 1
0
0
P��' I
CONSTRUCT TEMPORARY WIDENING I
4
G,
TEMPORARY USE MOVING WORK ZONE
viiiII STOP
RI-1 SEE DETAIL
z '30, x -xo'
0
ST& 66+77 R'L
sALvAaE EXISTING
<0 CULVERT PIPE� 19-iNCH
rUSE DRUMS WITH TYPE -AT WAR41NG LIGHTS
/ DRUMS MAY BE PLACED ION PAVEMENT WHILE CONSTRUCTION WDRK IS TAKING
f PLACE - THE DRUMS'MUST BE REMOVED FRDU THE PAVEMENT WHEN THE WDRK
TEMPORARY RAISED� ""I IS COMPLETED OR AT THE END OF THE DAY
PAVEMENT M) KER PLANS, WHEPE. RECU)
CT
YELLOW, BI-EX nIONAL
25' SPACING WORK ZONE
TEMPORARY PAVEMENT MARKING SEE PLAN / PROFILE AND
4- WHITE (TYP) 66M.1-APS' TYPICAL SECTION SHEETS
TEMPORARY PAVEMENT MARKING USE MOVING WORK ZONE TRAFFIC
A- YELLOW (TYP,) 9EM� -FARE: CONTROL DURING PAVING OPIERATONS
_4t 48' X 30' (1)
ROAD
CLOSED
< TYPE III BARRICADE (2)
a WARNING UGHTS� TYPE A (4)
FNRL___�_
RII-2 48* X 30' (1)
TYPE III BARRICADE (2) f
WARNING LIGHTS, TYPE A (4)
4
jjjk INDICATES DIRECTION OF SIGN FACE �/V)ROA\D
(1) INDICATES NUMBER OF TRAFFIC CONTROL �GONISTRUCTIOI�'
DEVICES REOUIRED (TYP) AHEAD
0
RII-2 48* X 30* (1)
ROAD :2
R11-2 4a, x �)o, (I) CLOSED 0
TYPE III BPARRICADE (2)
U.TS� TYR
CROAD TYPE A (4)
LOS WARNING UGHTS,
ED "R
EARRITC�DTEYP(
t X 24- TYPE III BARRICADE (5)
5)
LG
74 H
; WARNING LMHTS, TYPE A (6)\
------- STOP TO PORAR�
30, x 30'
REMOVE E
70
i 4=PA"-J�J�
STk 7D+55
SALVAGE EASTING
CULVEAT� I5,INCH
7 TEMPORAk,R'
TOP�Rl—1
. X 30.
30' X 30'
0
0
,
STAGES-L AND 11
R11-2 AS' X 30' (1)
ROAD
CLOSED
---m
/��E III BARRICADE (2) R11-2 48' X 30' (1)
NING LIGHTS, TYPE A (4) ROAD
� --m
0 EE
AT�YPE It RAR-RElEADE (5)
WARNING JJGHTS� TYPE A (6)
STA. 72+57
SALVAGE E)0S7TNG
CULVERT� IB-INW
STAGE III
TE PROJECT NU SHEET NO.
-71
1720-05
TRAFFIC CONTROL
STAGES I AND It AND Iii
MAIN STREET — STk 69+00 TO STA 74+50
R11-2 48' X 30' (2)
ROAD
CLOSED
TYPE Ill BARRICADE (10)
WARNING , UGHTS, TYPE A (12)1
STA, 74+13 1
SALVAGE EXISTING I
CUL'&RT, 15-TiCA I
11
INDICATES DIRECTION OF SIGN FACE
STAG-Fq ANIF)
(1) INDICATES NUMBER OF TRAMC CONTROL
DEVICES REOUIRED (TYP)
DRU M
RII-2 48' X 30* (1)
ROAD
CL
TYPE III a RIC E (2)
WARNING U TS E A (4)
REMOVE E)aSTING PAVEMENT
1
75
MARKING
V-7-7--
z z -1
CONSTRUCT TEMPORARY WIDENING
USE MOVING WORK ZONE DETAIL
ITA-QF�I I
STATE ROJECT NUMBER -13HEE71 No�
1720-05-716 2-4-0
TRAMC CONTROL
STAGES I AND 11 AND III
MAIN STREET STA. 74+50 TO STk 79+00
R�I-2 48' A 30' (1)
TYPE
M BARRICEADE (3) RII-2 48- X 30- (1)
WARNING LIGHTS, TYPE A (4) ROAD
CLOSED
TYPE M BARRICADE (2)
WARNING LIGHTS, TYPE A (4)
EXISTING PAVEMENT 7.
-7 7�-
2i:!!
78+96.90 STH 65
STOP TEM_PDRARY 19' RT�
_I
W x 30,
0
ROAD
CTI
:D 4 AHE&D
C,
75
1 BIT 2 44r X 30' (1) RII-2 A$- X 30- (1) RII-2 44r X 30' (1)
TYPE M BARRICADE (2) TYPE Ill BARRICADE (2) TYPE 10 BARRICADE (2)
WARNING LIGHTS, TYPE A (4) WARNING LIGHTS� TYPE A (4) WARNING LIGHTS, TYPE A (4)
TEMPORARY �SToe awl
RI -I
30* x 30'
R RII-2 A$- X 30- (1)
IJIM-2C4
R. MOM
CLOSED
TYPE M BARRICADE (2)
Lj
WARNING LIGHTS, TYPE A (4)
0
ROAD
STRUCTI
AHEAD
PI 79+97.80 M 81+77,48
b-nVW LT A-7*07'04" RT
D-4'26'02' D-4WOO'
T-100.90, T-7919'.
I
TRAFFIC CONTROL STAGES I & 11
SEE TRAM CONTRCL LAYOUT
STAGE 11 FOR ADVANCE SIGNING
TRAFFIC _CONTROL STAGE III
1720-05-71
TRAFFIC CONTROL
STAGE 1, It AND III
�Th, 79+00 TO STA B4+25
p",
I
_QUARRY RD.
U A �q�C�URW
M 81'M'+0&55
P� 86M'+TD54
pi 92'm'+66.89
pf 99'u'+noB
X-13210SL54
X-1321600�57
X-1322053.05
X-132145ZB5
Y-39OIOZ5B
Y-39026Z22
Y-390643,71
Y-39116&10
eEGINJ
ppo� 'IrT
n-1916'54' LT
A-235VIB' LT
LT
A 85-24�05* RT
STA.64,43
D-101DO'co,
0-low'00,
D-32'44'26'
0-19,00,00,
T-9T33'
T-12t38'
T-204.48'
T-278,28'
L-IqZB2'
L-239�22'
L-307.03'
L-449.48'
Ew&21'
E-12,72'
E-94A4'
E-108.78,
R-572.96'
R-57Z95'
R-175.00'
R-30t56'
SE-N.C�
SE-N.C�
SE-R.C�
SE-�06'jr
P'C. 8o*M'+m22
PX, 85'M'+57.16
NO-100,
RO-110
P�T� 82W+04�03
P.T� 87`M'+96Z7
71-200'
TL-160'
PX, 90'M'+62.41
PX� 96W+76�80
P,T. 93'M'+64,44
RT 101*M*+26.28
6w
z �
Fpv4�'E W61 -
A_
FM
9�URVE *Fr S.T.K 35 SB CURVE 'Gr
Pi 196+00 Pt 20B+,35AO-
X-1323445.a4 208+19.90 NBRL 910* LT.
Y-389024.38
X-132254,3.74
A -nl'45' LT.
Y-389532.89
D-lm,w
A -20'2V21' RT.
TmI4,115
O-TOO'DO'
L-28C25�
T-344.80*
Eml.79'
Lm681m,
R-572IL58'
E.xS4'
SE -RC
R-1909,86'
ROmVARIES
SE-O.W97'
71-VARIES
RO-190'
RC, 196+56.85-
TL-255'
196+58.55 NBRL
P,C 204+91.DD-
Pj� 199+43.10-
204+8&78 NBRL
199+42.28 7.15* Lt
P.T. 211+7Z86-
211+53.92 NBRL
SX RAMP
K
ILL5 N.B RL_
S.T.K 35 & 65
_�J
PI 186+03.63
N 207+5Z65
Pl 242+78Z3
PI 264+33.59 P1 280+W28
P1 231+91.24
X-132472122
X-132264CL44
X-132036&97
X-131946,3.45 X-13IM31.63
X-1320912,40
Y-388217.72
Y-3aWZ99
Y-392230.73
Y-39419&74 Y-39M24.26
Y-391424.58
A-66Z2'52* LT
&-17'35'36' RT
6-15'2755' RT
6.532'34' LT. 6-20'38'17' LT
6-1319'34" LT
D-2'45'CO'
D-2'30'00'
D-2'00'W
D-0'30'00* D-1'W'00'
D-3'30'00*
T-1367.24�
T-354x6'
T-389.00,
T-55C72' T-694,36'
T-Igt24'
L.2"'Iq 92,
L-701 73'
L-773.26'
L-1101157' L-1373.65'
L-384,91,
E-408,55,
E-27.28'
E-2(L29*
E-1142' E-62.59'
E-IIZS�
R-2,78148
R-229tB3'
R-2884�79'
R-11459,18' R-3819�72'
P-1637.02'
SE-0.058'/�
sE.0 056'/�
SE-O�OSVI'
SE-0�02'/' SE-0.041'/'
SE-O�OW'/�
RO-190'
PC-190'
PC -Igo,
RO-190* RO-190
RD-fW
TL.230'
11-250'
TL-260'
TL-270,
7L-380' 11-285'
P�C. 230+OO�DO
P.T. 233+80.74
FR. RD, V FRONTAGE ROAD 'A'
40
S.T�K 35 N.B.
CURVE 'JA'
CURVE ",B"
1720-05-71
Pi 288+61.61
PI 303+43�38
X-131804,22
X-1316840.0
CONSTRUC110N ALIGNMEt
Y-396142,16
Y-397019.75
4-2'51'45' LT
A-2'51'45* RT
D-1'29'26'
0-1,00,00,
T-96�04'
T-143.15'
L-192,03'
L-286.25'
E-L20'
E-1,79'
"�N
R -3843,72'
R-5729.513'
SF-0.041'/'
sz-!4C
RD-190'
P.C� 302+00�21-
�)
IL-285'
301+98,58 SERL
7.15' RT
PX� 287+65�57-
P,T� 304�86.4A-
287+65.57 NBRL 24' RT.
304+84.71 ---RL
0' RT.
PJ, 2B9+57,60-
289+57.52 SSRL 69�2(V RT�
2ss%�-
Ka
TIre lire
;yt
I
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12�
NX RAMP CONN.
�4
a
CURVE 'SA'
�5
Pf 240+36.62
END PROJECT
STA, 113,16.72
Ic5+ms7 NB_
X-132018C44
105 +9&57 63
END PRO'JECT
Y-391949.72
24' RT
M Z�D.56
'T
6-24'46'02'
300
_305 M5 120 SJJ4. 35
2S5
300
T-35.13'
295
+
L-69.16'
E-181'
PX, 240+0t49
F.T, 240+70.65
JA
N.W. RAMP
S.T.H. 35 & 65
QLRA-:l CURVI "r
- - - - - -
PI 238+19.69
PI 251+56,30
X-13201M.96
X-1319900.87
Y-391722-53
Y.39303(%51
A LT
S-1114*41' LT
D-410'DO'
D-3,3crDo*
T-183m,
T-161.16'
L-363.60'
L-32L28'
E-13.09'
E-7�91'
R-127124'
R-16,37.02'
SE-D.034'/�
SE-OxW/'
RO-M'
RO�165`
TL-2QO'
TL-225'
P�cl 238+36,64
PX� 249+95,14
RT� 240+DCL24
PJ, 253+15�42
CUrYE 'AA'
CURVE 'BB*
CURVE 'CC'
CURVE 'CO'
CURVE 'Do,
CURVE 'NW
CURVE *EE" -
P) 225�AA�+42A4
R 230'R'+29,a3
P1 239'R'+41.52
Pq 246'R'+1153
P1 251*R'+87�82
PI 256'R*+91.90
PT 252'R'+M.61
X�1320508.5a
X-I320046.72
X-1320022,36
X-1319920�66
X-1319784�69
X-1319601.66
X-131936L74
Y-V90971.33
Y-39078ZI5
Y-391814.09
Y-392478.54
Y-�93036�53
Y-39350634
Y-394050.89
hm60n7'45' RT
4,-11015527' RT
6,-7'21'02* LT
L-4'59'31' LT
6-73C25* LT.
LT.
6-13'41'21" LT
D-57'17'45'
D-45!,0'12'
D-4100'00'
D-4*00'W
D-2W'DO'
D-I0VDO'
D-4'WOT
T-57.89*
T-ISL62'
T-92.01'
T-5Z44'
T-189,61'
T-126.29,
T-17t9S
L-10CW
L-242.00'
L-lSaTO'
L-124.80'
L-37&6V
L-25Z54"
L-34Z23'
E-15m,
E-95.4a'
E-Z95,
E-1,38,
E-6�27'
E.t3q`
E-10.2a'
R-100.00'
R-125�00'
R-1437 39'
R-143Z39'
R-286k7g'
R-5729.5V
R-1437 39,
SE -WC
SE-N.0
SE-Wc�
SE -KC.
SE-RX�
SE-PLIC.
SE-0,029')r
P,C� 22eW+84.25
PX, 228'R'+48.21
P,C� 238'R*+49.51
P.C. 245-R'+51.09
RO-IDO'
RClW
RO-lW
Pj, 225'AA'+8120
PJ, 230'R'+90,80
P.T. 240'R*+3127
P,T, 246'R'+75.90
TL-2DCo
TL-200'
TL-170'
P.0 249'R'+9&21 P.C. 255'R'+6&61 P,C= 261'R*+14.68
P.T, 253R*+78.88 P.T. 258R'+1&14 P.T, 264'R+56.91
S.T.H,, 65
S.E. RAMP
N.E. RAMP
ji-H. 35-4-65
&T.H. 35 & 65
CURVE 'U'
CURVE Y
QamLW_
Pt 235+21.02
PI 242+31,94
PI 254+68,22
X-132DMI,13
X-1320690,01
X-1319897XI
Y-3917OS20
Y-392409,89
Y-39337Z57
6-25*15'51' RT
A-34*04'11* LT
A-10'24'08* RT
D-4W'DO*
D-13I)OW
D-3'30'00'
T-321.02'
T-135�01V
T-14ROI'
L-6,31.60'
L-262.08'
L-297.21'
E-35,53*
E-20,22'
E-6�77'
R-143Z39'
R-440�74'
R-1637,02'
SE-Om6Y
SE-0,054'/*
SE-0.05S/
RO-165,
RD-IDO'
RO-165'
TL-225'
IL-140'
IL-230,
P,C, 232+00,00
P.C. 240+mso
P.C, 25,3+19,21
PJ� 238+31.60
P.T, 24,3+58.97
P.T� 256+16.42
SJ.H.
65 N�B,
PAULSON RD
C
_LU�RVE',-,
CURVE 'Go'
PI 81W4 61M
PI 90'K'+B2,97
X-1320497,75
X_�32014812
Y-390459X3
Y-39131313
A-2*'05'15' LT
A-35'36'26" RT
D-4,30,00*
D-4'30DO'
T-271m,
T-408.88,
L-53!L29'
L-79L27'
Ew2&66'
E-64�04'
R-1273.24'
R-1273.24!
SE-(LOW,r
SE-0.048',e
RD-M'
RO-15V
TLw2DO'
7L-2W
RC. 7rK*+9&90
P.C� MK'+74.09
P.T. 84K*+3ZI9
P'T' q4'r+6&38
FR, RD. 'B' EK 35-65 CONN
P1 69P'+92,30
PI 72P'+48,90
P1 78'r+20.05
X-132069&93
X-132D675.61
X-1320177Z7
Y-39263194
Y-�92BB9.89
'Y-393144.47
A-"2'lr RT
t,-"1'47D6' LT
6_35,02W RT
D-10`00'00'
D-3811'so,
D-IOTO'00'
T-44.44'
T-72.81'
T-IB8.35,
L-RS,70'
L-I35,57'
L-380m,
E-i,72'
E-16.74'
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R-57Z96'
R-150.00,
R-572.9-S'
SE-N.C.
SE-Ra
ss-0,0597
P.C� 69'P'+47�M
RC. 71'R'+75.09
RO-125,
P.T. 70'P'+36.57
PJ, 7,3'R'+11.66
TL-170'
CURVE 'HN'
CURVE 'HS'
CURVE '11'
CURVE 'a
Pi 109�80+26
PI IC9+13.96
P1 6'S'+09.27
PI 8'5`+89�92
X-1=615�02
X-13205Z2.56
X-131BS73�58
X-I3IB34aCs
Y-393219E4
Y-393130.53
Y-395138.88
Y-39548186
A RT
A RT
&-69'44�22' LT
&-11B'51'36' PT
0-4,30,Do,
D-sw'oo'
D-17`00'00'
D-9224�50*
T-353,77'
T-3m3g,
T-23-4�85'
T-105.17'
L-590,13
L-621,11'
L-410.23'
L-12&73'
E-48,23'
E-4141'
E-73,76'
E-SM09'
R-1273.24'
R-1145,92'
R.337�03'
R-62,00,
SE-cL059V
SDX59'/�
SE.H.C.
SE-N.C.
ROmISS'
RD-165,
P�C. 3'S"+74JS2
R= 7`S'+8k75
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TL-225'
P,C.C, 7S'+8C7S
P,t 9'S"+1148
P�C 106+2&59
P.r_ 105495.57-
P.T, 113+16,72
105+95,57 EBRL 68' LT,
P.T. 112+16�79-
P.C� TO-F`+317C
PJ.
79'F'+94,04
C.T.HN'
S.T.H. 35 &B,R.
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P1 12'W:�26,93
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X-1318899.49
X-I3Ie4,3$.a5
Y-39579135
Y-397347�Dg
Y-ZS7792.06
4-46-24�16' LT
A-700*00' RT
L-7`00'01' LT
D-16*0'00'
D-2*WDD'
C-2W'W
T-15150'
17-17&22�
7-175�23'
L-29CLOS
L-350,00'
L-350,02'
E-31,51'
E-5,35'
E-5,35'
R-35&10'
R-2B64�79'
R-2864.79'
SE-R,C
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RO-190,
RO-190,
11-200,
TL-270'
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P.0 -'06+81,.49
P.C, 313+0039
P�T� 13"H*+65,45
P,T, 310+34.49
P,t 318+50�81
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SHEET NO
REVO'ANG PAVEMENT (2)
REmov4G
CI)PS & GUTTER
1720-05-71
2IA
CLEARING GROSSING
STATION LQC A T'0N
L F
_21&7 _QN_
A _I
TO
109+00+ STH C5 LT
25
249+00
250' RT ISLAND 145
DETAILED SUMMARY OF MISCELLANEOUS OUANTITES
_STAT*N
_AL_LO4
6
113+00 + STH 65 LT
25
228+00 TO 234�00
235+00 TO 237+00 2
2
(2) CONCRETE RUMBLE STRIPS
240�00 TO 241+00 1
1
243+00 TO 248+00 5
8
5
a
SUBBASE COURSE
252.00 TO 260�00
313+00 TO 315+00 2
2
COMMON
EXCAVATION
_EARTHWORKSUMMARY
ROCK
EXCAVATION
FILL
WASTE BORROW
_aANULAR
jjTAnON '�O SIN�DON
igg—ATION
& —Y
fRONTACE ROAQ A
C.Y-
C Y
DEAL
1�90
229'R'+00 TO 233'R'+00 4
4
229+07 TO 236+80
1290
234'R"+00 TO 234'R�+00 3
3
228+78- 242+00
229+07 70 236+80
NBRL
SORL
1920
252'R'+00 TO 259'R�+00 7
7
228+78 - 242+00
6030
58645
236+80 TO 248+f,7
236+80 TO 248IM7
NBRL
1900
SER 65
5110
17065
408W
248+67 TO 2554:62
SBRL
1160
1160
236+00 TO 238+00 2
2
SWR 65
5225
310
248+67 TO 255162
NBPL
2830
DNR PARKING
so
14840
13G
255+62 TO 273 4
W04
SBRL
NBRL
2905
NW RAMP
OARFLCIW CHAAINEL
Ilso
255— - -
2345
—
240+00 TO 250+00 10
10
CUL-DE-SAC
165
—
273+04 TO 2B7+'66
273+04 TO 287+156
SORL
NBRL
2450
BE RAMP
116225
287+66 TO 304+85
SSRL
1750
242+D0 TO 244+00 2
2
287+66 TO 304+85
MERL
1385
2430
242+00 - 259+97
304+85 TO 318+50
UL
ao�
242+00 - 259+97
M680
15230
69'P'+Oo TO 70'P'+00
NWR 65
28685
26535
NWRC 85
0
8795
1pi-15-
TO 86+71
STM 65
605
CTH '2:SQNN
FIL RD 'A'
41010
30770
9645
110295
84+05
86+74 TO 92+20
STH 65
1325
Q'J'+00 TO 17*J'+00 5
5
84+16 - 99+00
'C'
1795
1930
92+20 TO 94+10
sa 65
265
—
FRONTAGE ROAD
MARSH MITIGATION
0
4430
0
94+70 TO 96+20
96429 TO 98+270
sa 65
so 65
215
REMOVI�G OLD
92+20 TO 93+75
PIS 65
210
_CULVERTS
93+75 TO 97+93.5
He 65
520
_CATION TYPE SIZE
I�C
102+30 TO 109+31
SB 65
875
325
_�TATION
264+50 N5 RT ACCF 36' A 70'
EBS
101+96 TO 104+10
No 65
NS 85
485
272+30 Na RT PCCP 48' X 20'
85+50 - 87+00
1200
104+10 TO H)8+DO
109+31 TO 111+11
SEI Its
vo
240+70 - 245+00
4W
105+00 TO 110+W
IIG+88 TO 113+17
No PIS
STH 65
225
REM2KNO ASPHALTIC SURFACE
—
113+17 TO 114+20
STH 65
155
17540
STATION LOCATION
S.Y.
264+50 RT
40
159+97 - 242+00
STH 65 / WEST RAMPS
70
—
259497 - 271+28
6955
7165
SET, SID 65 & INS 65
236+37 TO 240+00 N*R
340
_KMGVNGGUARDRIIL
ESS
445
445
—
240+00 TO 241+52 NWR
220
550
NW CONN,
115
STATION KOCATION
LF-
Sw
240
83-K*+50 ITT NW
95
271+98 - 287+66
NE
95
271+28 - 257+66
8735
16680
STH �5 / EAST RAMPS
SW
95
PAULSON ROAD
7680
0
SET, SS 65 & NB 65
12
335
BE
95
EX 35 - 'U' CONN
3870
265
NER
158
CTH Tu'
915
Is
16960
SER
MW RAMP
REM2ttG SEPTIC TAWS
EBS
two
1000
—
241+82 TO 253+16
NAIR RT
fe-g-L-MOL EACH
253+16 TO 259+84
NAIR RT
140
1250
42 4
1
287+60 - 318+50
44
45 1
MAN - 318+50
26265
1510
24375
SW RAMP
—
229+07 TO 230+00
SWR FIT
65
51 1
ED$
1300
1300
—
230+DO TO 237+54
SWR RT
915
MMN STREET
1625
52 1
-n-EA—up
1325
RE
REMOVING CONCRETE BASES
00 - 83+00
9940
43W
4465
248+08 TO 258+97
NER LT
270
STATION LOCATION
258+97 TO 268+54
NER LT
STM 35 - STH 65 ISLAND
DETOURS
MANN ST,
SID RAMP
-U-2+70 TO 243+81
229+07 TO 232+70
SEP LT
SER LT
1350
ISO
ABANDONING WELLS
65+00 - 82+00
615
CONSTRUCTION
1450
66S
1175
REMOVAL 1175
42
44 t
SALVArEO CULVERT PrPE. 18-MCH (3)
45 1
STH 35 / 65
STATION LOCATION ILD.
51 1
52 1
—
10+00 - 13+75
CONSTRUCTION
REMOVAL
560
615
490
65 (1)
—
66+77 BY 26
70+55 RT 26
72+57 RT 42
PARCEL NO
STH 35
74+13 PIT 94
42
0+00 - 17+66
2366
1045
44
CONSTRUCTION
REMOVAL
1905
3020
1905
640
(3) RELOCATE FOR BYPASS DRAINAGE
45
5,
52
(1) OBTAIN FROM WL GRADING
NOT' r-Ct-6"
HJ 804�-
/.as--
1:46MAL -�
I.Z5 jeo�
&w&& Fwc"At.
i
S A ROJEC NUMBER
�-SHEET THO
—.191177USHj7 AOGREGATE BASE
_11R TYPE EL
ASPHALnIC SURFACE,
1720 -0'5-71
bb
SHOULDERS
PAULSON ROAD
IaMU2-2-611 QN-
TIA T
IZI �11N
Sj�j ON� 10 E�TA 11011
IOCATIO�L
TONS
—
—
3+74 TO 9+00
1037
90
T TO 'J�
DETAILED SUMMARY OF MISCELLANEOUS
QUANTITIES
229-07 TO 236-80
SBRL
2628
2626
206
2D6
4 BI
64+43 TO 66+
RT
55
229+07 TO 236�80
TO
REEL
SBRL
3930
470
'9�U'
12+00 - 13+65
612
46
6_ a
66+81 TO 68�82
RT
FIT
ED
60
236+80 248+67
TO 248�67
HEEL
3732
570
68+62 TO 70+50
55
236�80
SORL
2367
182
STH 35 CTH 'U' CONN
- - —
70+50 TO 72+57
0+ So
RT
21
ASERALTIC
SHOULDER RUMBLE STRIP
248+67 TO 255+62
NBRL
2367
182
11 + �_';o 19-516—
1578
137
2. 57 To 4+' 3
72+57 TO 74+13
RT
28
248+67 TO 255-62
TO 271.04
SEEL
5757
667
74+13 TO 75+47
AT
36
STATOR
STATION
LOCATION
jF,
2,55+62
755+62 TO 273+04
HEAL
5768
689
ENTRANCES
400
75+47 TO 77+07
77+07 70 78+40
RT
PIT
30
_TO
231+14 TO 281+13 BERL
LT
5000
273+04 TO 287-66
SERL
4858
575
597
WWI
78+40 TO 81+34
RT
84
282+33 TO
304+86 SBRL
LT,
2255
5230
273+04 TO 287.66
NBRL
5013
324
120
-
81+34 TO 81+50
FIT
2
229+07 TO
281+36 REAL
RT
1680
287+66 TO 304+85
SPRL
4210
MAIN STREET
281+90 TO
298+67 SBRL
RT,
287+66 TO 304+85
NBRL
4210
324
JM_14 STAGE Il
2ETOUR STAGEII
229+07 TO
28t+35 NBRL
LT,
52s)
304+85 TO 31 B+ 50
ML
5W3
880
13+85
550
-
10+00 TO 13+85
CENTERUNE
143
281+90 TO
298+69 HEEL
LT
1680
STY 65
10+00 -
20+18 - 2t+63
210
-
20+18 TO 21+63
CENTERLINE
60
233+00 TO
281+02 NBRL
FIT
4805
2265
84+05 TO 84�29
STH 65
1681
9
DETOUR NORTH END
282+24 TO
304+86 TO
304+86 NBRL
318+50
RT
LT, & RT,
2730
84+29 TO 86.74
STH 65
1193
95
ANORM-0-D
0+00 - 17+66
CENTERLINE
540
86+74 TO 92+20
STU 65
1918
212
LO+DD - 17+64
2240
-
NW RAMP
92+20 TO 94+70
OR 65
560
97
62
—
�36+37 TO
759+84 NWR
LT,
23SO
94.70 TO 96+29
SB 65
210
581
77
—
237+3s TO
241+05 HIPP
FIT
370
96+29 TO 98,27
OR 65
65
379
60
RIPPAP 0
gDt��Rt
wA-(&-x4cw)
239+BO TO
241+00 NW CONN
LT
150
92+20 TO 93+75
He
He 65
975
163
�AT
239+50 TO
241+82 HIP CONN
FIT,
235
93+75 TO 97-93
65
1574
272
GEOTEXTILE FABRIC
A
2ADQ-N
AD
241+82 TO
252+00 NWR
RT
1020
102+30 TO 109�31
SB
624
83
TYPE R
Xe
64+74 STH 65
T
RT
RT
11
101496 TO 104-10
NO 65
He 65
910
150
STA TION TO STATION
12DAYON S_y
y
ey,
8+ STH 5
68+62 STH 65
r
aT
RT
11
5IN RAMP
950
10WO TO 108+00
se 65
328
101
784
STH 5
72+57 STH 65
FIT
"T
25
25
229+07 TO
238+54 PAIR
LT
RT
950
109,31 TO 111+00
355
114
252+50 - 237+50
CATCH LT 370
73+13 STU 65
13 6
S "'
FIT
FIT
28
28
230-00 TO
239+50 SAR
108+00 TO 110+88
ND 65
128
PIPE FAJOS
43
1 0
102
7 6
75+47 STH 65
7
RT
ET
22
22
HE RAMP
IW+88 TO 113+17
STH 65
944
363
58
SUANTITY
SHOAN ON PIPE TABULATIONS
CIN
77+03 STH 65
PT
HT
19
19
--
LT
ills
113+17 TO 114+20
STIR 65
. 50 6
78+50 STH 65
LT
LT
11
'I
245+70 To
256+85 HER
PT
980
-A-
78+80 STH 65
78 . 8 S
LT
LT
11
11
247.08 TO
256+85 PER
STH 65 / FIR RD
80+30 STH 65
LT
�j
1,
14
5L RAMP
FIR RD 'A' IMEST
INTER
138
-
C2LCRETE CURB
& GUTIER30-INCH TYPE
D
81+35 STH 65
FIT
20
70
245+00 SEP
LT
1230
RE, RD 'A' EAST
INTER
138
160
-
-
IN �n
�_F_
232+70
229+07 TO
244+79 SEP
ITS
1575
SEi 65 TAPERS
INTER
jjALZ_j2_jTATIQN
-
He 65 TAPERS
INTER
146
-
ymS2A!j �ISLAN
_LTI�65 �Vllf PAM�S
_
92+23 TO 96+27
STH 65
STH 65
840
179
H
LWAIMI &21-
Y
5-
236+37 TO 241+05
HAP
810
218
56
9
97409 TO 98-38
101+65 TO 103.27
STH 65
488
IiAq�TATI
82+8D TO 83+DD
STH 65 48
110
241+05 TO 241+82
NWR
NTER
256
16
101+06 TO 107+40
STH 6C
575
84+14 TO 84+34
STH 65 48
110
NW CONN
SW RAMP
INTER
58
-
108+00 TO 110-90
STH 6S
610
97+93 TO 98+38
STH 65 HE 24
87
PAVEMENT
MARKINC, STOP LINE EPDXY j8-INCR
98+28 TO 98+82
STH 65 SB 24
141
ITH 65 / EAST IIAMrS
NW CONNECTION
BET STM 65 NWR
520
101+65 TO 101+95
STH 65 He VARIES
142
NE RAMP
�NTER
343
-
los+85 TO 102+09
STM 65 S8 24
87
STA nON
jo�AlToN
LT,
SE RAMP
INTER
190
-
S�RTHL EA T FIR RD,
EAST FIR RD
108
226'AA'+90
FR, RD 'A'
25
TON
TEO��
58 65 TAPERS INTER 425 - TNTE TON
227-AA-+SO
FIT RD, "A-
25
NB 65 TAPERS
INTER
84
-
C)NCRETE
L
�SIDEWALK 4-111CH
MAIN STREET
STH 65 / FR RD 'B' -
-C4+43 TO 83.05
P7
890
TQ� N
5 -F
239+65
NECT RAMP
-�5
INTER
ICE
65+95 TO 83+08
LT
740
97-09 TO 913+435
MEDIAN STH 65
665
FR RD 'B' EAST
INTER
296
'A'
101+80 TO 103+26
MEDIAN STH 65
715
73'P'+45
EAST FIR, RD
18
SB BE TAPERS
INTER
416
LrMaAg REAP
7A -F'+70
EAST FIR RD,
25
59+00 TO 64+00
LT
500
STH 35 / CTH -u-
S
Sa 35 TURN LANES
INTER
�55
-
LRONTAGE ROAD -B-
�RDRMN 4-INCH
PIPE UNCERDRAIN
%G'H'+95
35
He 35 Tu"N LANES
INTER
�55
-
*LAND
LT
112
�n
Lf-
9'H'+55
CTH 'U'
25
STH 35 CENTER
INTER
313
-
Aff gAmt,
LQ2
CTH 'V' SOUTH
INTER
ITS
-
VFLA�v
or
154
P5CHARGE BASIN
STH 3- CONN
12
CTH 'U' NIRT�
INTER
1212
-
4R
NE RAMP
728
19'J'+65
30
PT-
NIX RAMP
985
20'J"+30
OUT
STH-3- CONN�
505
-
CUPELA�
TTER 3�-IN�H TYPE.
I�
SE RAMP
1076
-C'
�10NCRETE
_GU __
_L
SW RAMP
1114
253
10-35
CAIARRY RD
25
FRONTAGE ROAD
-L2Q- �Tl
"F
241+50 TO 244+00 RL
MEDIAN
DAYTON ST
20
_3
4 TO 226'R'�42
FR RD
314
27
278 00 TO 2SI+OO RL
+
MEDIAN
300
270
10+35
11+60
POMEROY S,
25
ITh 1AE T �FRR
282+30 TO 285+00 RL
MEDIAN
10,40
POMEROY ST
30
FRONTAGE ROAD "A'
INTERSECTION
NW PAD
89
NON-METALLIC CONDUIT 3-11ICH
HE RAO 57
228'R'+29 70 264'R�+OO FR RD "A" 7042 611 SW BAD 59
244+88
SE RAMP
25
NW RAMP
j*1+82
NlRZ
2633
131
SE RAD
91
STATION
LOCATION
LF
TO 2-93+16
253-16 70 259+84
NAR
277
63
IN T RAME�-
—239+�5 SER
CENTERTNE
tl'S�
3NTERSECTON
SE RAD
Be
96+23 STH 65
CENTERLINE
00
.EA �RAM,�
96+23 STH 65
LT,
00
229+07 TO 230100
SINR
165
1896
9
87
97+05 STH 65
LT,
foo
EL21ATE
BEAM_OUARD
230400 TO 237+54
EAR
ak A �TRAMP
239.74 NWR CONN
CENTERLINE
too
HE RAMP
_U,_
INTERSECTION
NW BAD
103+24 STH 65
CENTERLINE
55
PITLE BEAM
ANCHORAGES
-j48+08 TO 258+97
HER
2530
126
HE BAD
46
244+92 SER
CENTERUNE
CENTERUNE
40
60
STRUCTURS APPROACH CLASS A
TlPE 1
258,97 TO 2FE�54
HER
557
90
104+11 STH 65
104+16 STIR 65
LT,
50
ITALON TO 'TALON
1-0—CADCLN
L F
EACH
SE RAMP
_j32,
TH A T FB__P_Q
NW RAD
BE
246+20 DER
CENTERLINE
0
2to
228+93 TO 229,57
LT, ED
.7 4375
70 TO 243�81
SER
2793
l29
HE PAD
51
82-3B TO 83+rO
RI STH 65
27 43.75
—
STEEL PLATE CLASS B
229+G7 TO 232�70 SER 238 34 SW PAD 56
84+11 TO a4.75
LT, STH 65
27 4375
-B-
SE PAD
147
�BEAUGWUARD
97+14 TO 97+79
RT STH ED
27 43,75
1
FRCNTA,E FOAn -
jj&'n IN
kogATION
j�,F,
102+40 TO 103+04
LT, STH 65
27 4375
00 TO 72-P"+ 22
FIR RD
'B'
1621
141
1,
-a��
ONR PARKING AREA
25
229+05 TO 230+09
PESIAN
181,25
75'P-+49 TO 8D-P'+10
FIR RD
'5'
909
79
INTERSECTION
NO BAD
166
CUL-DE-SAC
25
241+65 TO 244+12
MEDIAN
500
M9
-
SO PAD
166
63+90
Fe, RD '8'
25
k,'NRR RARKLNq AREA
64+50 RT
FR RD, 'S'
25
A INCLUDES 6'-3' THRIE
BEAM TRANSITIONS
CLL-OE-�AC
897
pA,,ClftI- MAPKiNG EPDXY.-��CRDIS
-AND !RROWS
ARROWS
TYPE 2
WORDS
SIAL,'ILTO STA
---T
O.0 A L12 N.
__EACH
--- --v
97+20 TO 97+80
sl�4 65 LT
2
102.1C To IC)3,10
T� 65 LT
2
279+59 TO 280-8q
MAINLINE RT
2
280 , 35 TO 2801,45
MANLINE LT
2
2
282+28 TO 282,88
MAINLINE LT
2
2
282+-,B TO 282+BS
MAITILIOE RT,
2
PAVEMENT
MARKING, CHANNSUZING
EPDXY S-MCH
ST
TISIATION
ko�A —noll,
ic—LOR
F-
S3+00 TO
94+75 SM 65
LT MED?AN
Y
175
120
97+07 TO
98-27 STH 65
LT MEDIAN
y
120
102 . 06
TO
103+26 STH 65
CENTERLINE MEDIAN
y
279*00
TO
281440 HE
RT, MEDIAN
Y
240
150
279+85
TO
281+3�1 NO
CENTFRLNE MEMAN
Y
170
281+70
TO
283,40 SO
LT� MENAN
Y
227+65
TO
232+75
ENT, RAMP
W
1020
400
233+10
TO
235410
EXIT RAMP
W
W
400
250+80
TO
252+80
EXIT RAMP
IN
1020
254 + 90
TO
260+00
ENT RAMP
236+55
TO
238+20
NAR
RT
W
165
65
+
240 55
TO
241�20
AAR
FIT
W
65
240 , 55
TO
241+20
NW CONN
LF
W
295*67
TO
300+03
ME
Ll
W
140
135
298+69
TO
300+0,3
$8
CENTERLINE
At
LA�t!EMENI
VA�Z�KING- ISLAND __ROSE,
EPDXY�
STATION _10 STATION
Lor ATICIN
F
STH
-W+24
to" LT
25
2 '
96+25
4' LT
25
97.12
6� RT,
2 5
103+23
14' LT
IG4+10
16' LT,
25
107+36 Ss 65
35 74' RT
25
108+11 58 65
28 61' RT
25
111+11 SIR 65
22' PT
25
240+53 NWR
22 S RT,
19
107+05 NO 65
13 S RT.
4
107+32 NO 65
12 5' RE
10
73'P-+16
18 5k RT,
10
_CRUSHEDLIMESTONE
STATION TO STATION
LCATION
c
YEN-STRU-T
64+43 TO 66-DO
FIT
9:
402(
66+DO TO 83409
LT & RT
CTH -MM-
PAID
11
amy UTRT
10+24 TO 10+70
LT & ST
3
LT PAS
ST RAD
Egmu �YTP T
10+24 TO 10+70
LT & RT
7
LT RAD
RT. RALD
10+70 TO 11+25
LT & RT
6
8+86 TO 9+76
LT & RT
LT RAS
RT RAD,
�R
10+24 TO 10+70
LT & RT
LT, RAD
ST RAD�
10+70 TO 11+25
LT & RT
PA%'EMENT �wARKNG C.URBEPDXY
STATION
19CATION,
F.
_TOSTAPON
REMOVE
STH 65
-T2 T 2-4
10' LT�
;3
Z8-TV—N
_BOXCULVERT
LoCAlnoN SLZE
96+25
97+12
4' IT,
6' RT
3
3
�3
244+10 NO
LT 24' A 18' X 3'
103+23
14' LT,
13
REMOVE PASS
104+10 16* LT
107+36 SO 65 35,74' RT� 13
108+11 SO 65
28 61' RT,
RT
13
13
_CAr%E
SIZE
111+11 58 65
22�
STATION
LCATION
240+53 NWR
22 5' RT
11
247+10 NO
ST 70' X 30" A
107+05 NO 65
13 5' RY.
12 5' RT,
5
9
_CONCRETE COLLAR
107+32 NO 65
8
73'P'+16
IS 5' ST,
112
ITATION
12CATION
FRI, RD, 'B'
ISLAND LT-
ME RA-f
ts"-o AT-
43+
272+20 NO
RT,
SW RAMP
PSLA�4 �T
12' X Z4: PULLBOX
STATION
Lo—cAnON
SPLIT CONCRETE BLOCK RIETWAING WALL
7VIRIf
96+22 STH ISS
10' LT,
STATION
LOCATION
SY.
97+15 SIR 65
6' AT
68+70 - 70+20
MAIN ST I RT
550
100
ID3+20 STH 65
14' LF
16* LT,
104+15 STH 65
f
+6' Ar
GATE
STA 3ON
_SALVAGE
LOCATION
EACH
STATION _TO STATION LCATION
64+43 TO 65+95
LT & RT ST" 65
107'K'+85
STIR 651 LT�
66+91
RT STH 65
63+62
70+50
RT STH 65
RT STIR 65
LT SON 65
'TF ��I_FFKE M-14
,AF
STIN'TION
LOCA-rIDN
r-11
71+51
72+57
FIT STH 65
%`r
10
74+13
RT STM 65
F
111+2iS To IVI'lq
STH 45
75+47
RT STH 65
%,I+M TD W1+6S
STR V� LT
I
77+03
RT STIR 65
78+40
RT STH 65
II�17
STH 65
318+50
STH 35
ASPHAL"I" CONCRETE PAVEMENT, TYPE Cl
MATERIAL FOR PLANT MIXES
ASP�ALT!,� "AT
CCNC PAV T PCR 71"Nr MIX
TuN T��
1720-05-71
DETAILED SUMMARY OF MISCELLANEOUS QUANTITIES
N To �TAT
§�TAT�C� T' C
��
0
7 To
229� 304 1,86
N7
�660
4716
28J
+ 7 TO 297+23
NBRL
402
;55
292+23 TO 29i+69
229 0
NSRL
231
14
291+63 TO 311:86
NEEL
1018
61
30'.86 To 3,5 50
ML
84+05 To '6+74
STH 65
402
25
56
STATION _TO STATION
86+74 TO 92,20
STH 65
934
51
3
MAIN STREET
9 +2 TO 92 +
2 0
so 65
SO 65
259
15
-�4+43 TO 6F+00
PT
+ To 98
92 ea + 27
NO 65
428
27
66+00 To 83+09
LT & RT
92 + 20 To 97+9 3
29
OR 65
57�
34
+ 4
TO I Oq+
�0011++960
NO 65
31
RAO,
TO 108+ '15
5
—CTmMM'
10 111+,
SO 65
NO 65
118
7
MUM3310-
108+85 T 0 11 0+88
�99
12
10+24 TO 101*55
LT & RT
"0.", TO "3+16
78
5
LT RAO,
113+16 TO 114+20
STH 65 / FRONTAGE 110
SO 65 TAPERS
AS 65 TAPERS
FR RD, 'A' WEST
FR RD 'A' EAST
X2+20 TO 93+75 STH 6!!,
iLft 65 —/NWR
SO 65
236+37 TO 241+05
2 241+05 TO 241+82
5 Nw CONNECTION
5
3 STAI 65 SW
3 ;B _0
DAR
0 STH 65 NER
3
3 SO 65 TAPERS
5 PER
STH 65 / SER
NO 65
NO 65 TAPERS
SISR
EACH
STH 65 / FRONTAGE RD. '0'
SO 65 TAPERS & CTR,
p;L Ro� 'a' WEST
FRI, RD� *0' EAST
STH 35 / CTH 'U'
AID,
SO 35 TURN LANES
I
NO 35 TURN LANES
STH 35 CENTER
CM -U SOUTH
CTH -U: 4ORTH
EACH
'5 CONMECnON
STIR ,
I
FRONTAGE RD "A'
22,'R'+84 TO 226R'+42
228"R'+29 To 264'R'+00
LACH
NW RAMP
241+52 TO 253+16
253416 TO =fA4
SW _RAMP
1
229+07 TO 230+00
230+00 TO 237+54
ILE _RAMP
I —F
248+08 TO 258+97
235
258+97 TO 268+54
20
12
—RAW
20
232+70 TO 243+81
48
229+07 TO 232+70
43
110
RD '8'
28
_MC04TAGE
64'P'+OO TO 72+22
22
75r+49 To 80'F'+10
20
24
24
CUL-DE-SAC
79
79
TAPER Ll 24
LT TURN LANE 95
NWR 222
NWR 57
54
RT TURN LANE 76
72
89
195
LF TURN LANE 101
39
79
191
57
101
255
255
744
55
301
96
FIR, RD -A- LT & RT
65
FR, RD, *A' LT k RT
1467
MWR RT.
529
NWR RT�
156
-WR FIT,
Sa
SWR AT,
281
NER LF
509
MEN LT
298
SER LT 415
SER LT, 90
FIL RD 'B* LT & PIT 338
FIR, RD. 'B' LT A, RT 189
286
I
I
6
5
4
5
12
6
2
5
11
3
6
I
4
as
32
9
3
17
31
is
25
5
20
11
39
PIT RAD
fOMERO'� STRUT
10+24 TO l0w�70
LT & RT
LT RWD�
RT ARE,
10+70 TO 11+25
LT & FIT
8+96 TO 9+76
LIT & RT
LT RAD�
ST RAD,
QUARRY ROAD
�-0+24TO IU+70
LT & Ki
LT RAD�
RT RAO
10+70 TO 11�75
LT & RT
SHOULDERS
ASPHALTIC ASPHALTIC MAT
CONC, PAVT FOR PLANT MIX
i—ON
TON
29
2
1532
92
7
04
14
1
O�2
28
2
6
0.4
6
a3
26
2
36
2
6
0,4
6
D4
2a
2
6
04
6
OZ
26
2
2 - 3 , 1+14 TO 251 +13
SBRL LT.
747
336
45
20
282+33 TO -304+86
229+07 TO �W+36
SBRL RT.
416
Iol
17
6
281+90 TO 298+67
229+D7 TO-251+36
NBRL LT,
310
281+90 TO 298+69
Yol
233+00 TO -781 +02
NBRL RT,
717
338
43
20
282+24 TO 304+86
304+86 TO,310+50
LT & NY
255
15
84+05 TO 155+82
STH 65 LT-
27
2
1
84405 TO 95462
S114 65 Rlt�
24
5
86+97 TO 92488
SO 65 Lt
sa
3
94+00 TO 9&+25
SO 65 LT
42
2
96+25 TO 91H,27
SO 65 LT,
30
10
M+78 TO 97+93
Me 65 RE,
167
2
102+30 70'IG4+09
SO 65 LT.
27
1
101+96 TO'IG3+59
NO 65 RT.
24
1
105+50 TO'TO7+25
SO 65 LIT,
26
2
104+13 TO 106+50
NO 65 RT
35
4
108+45 TO %TT3+17
SO 65 LT-
71
4
107+95 TO113417
NO 65 RT.
78
NW RAMP
236+37 TDa59+84
NWR LT.
365
22
237+35 TO,241+05
NW RT.
34
2
1
239+50 TO.241+00
NW CONN. LT-
23
1
239+50 TO�241+82
Nw CONN, AT,
22
6
241+82 TO 252+00
NWR RT,
95
.L)t RAMP
7
229+07 TO 238+54
SAN LT.
118
4
230+00 TO,239+50
SIAN ITT
71
NE_jAlJP
6
245+70 M�256+85
NER LT-
104
9
247+08 TO 256+85
NER RT.
152
x-RA-m—P
6
232+70 TD:245+00
SER LO
92
12
229+07 TO 244+79
SER RV
196
TEMPP!�ARY PA��IMENT MARKINGS
1720-05-71
DETAILED SUMMARY Or MISCELLANEWS CUANnTIFS
_LRAF�IC CONT��,
_�AVEMENT MARKING DIAGONAL EPDXY
21=!Z4
STATION —TO STATION
12�—Anq"
237+00 TO 2M+20
RT. NW RAMP
125
240+55 TO 241+20
RT, Nw RAMP
50
B8+00 TO 93+00
LT, BIN 65
175
45�00 TO 44+30
LT� STH 65
Z5
1�60 TO "+W
(r, sr�y �'s
-;o
qR-10 TO JOItCO
LT, qrk 45
fis
104+Zo TO iol�vo
LT, S7A �.--
IDS
wt+30 PC lIZ+40
LT, OT8 4�5
TEMPORARY RAISED
PAVEMENT MARKERS
STATION _TO STATION
LOCATION
EACH
STAGE I
-�'MN STREET / STH 65
65�+OO TO 83+00
cEN7RLTNE
71
STH.35 BYPASS
O+DO TO 17+66
CENTERUNE
71
STAGE 11
-�TM
35 BYPASS
10400 TO 14+00
CENTERUNE
16
ITAGE III & IV
MAIN STREET
64+00 TO 83+CO
cENTERuNE
85
TEMPORARY PAVEMENT MARKING REMOVABLE TAPE
SOLID
YELLOW
STATION TO STATION
LOCATION
IF.
STAGE - BYPASS, NO
END
0+00 54DO
IDOO
0+00 5+Do
FIT
175
0+00 5+DO
LT,
15
!;IAGE m
m AIN STA� - ST" AS
64+00 TO 92450
C-FNIERUW-
6700
qZ4SO TO llr3*5O
LT n
t1so
64400 R) 92150
LT
92,50 TO 113� 50
117' Nm
92,50 TO IOStOO
CEAT"LIKE Kb
SZ+50 TO 03+SQ
v st
ztso
64400 TO g2+50
LT
92.50 TOJI3+SO
LT Sb
4100
92+50 TOAtD+00
CE.NTexuIr sis
I
SHm--
STTAT:E PROJECT Ru NO.
172D-05-71
IMSMIAWCUS
CAOSS
Pm
QUA7*WM'TMM'
DETAILED WASMY =a-F
DICOALLS
S.OPED
STEEL DOWALLS
GEOTDrML GEOTD(TLE
24* 4r 3r 'Ir
3e W X 21* 51* X 31'
Sr X 3r
2r
FABRIC rAWC
HEAVY RIPW TYPE R TYPE MR
R.C.c-Pl FLQCP� FLC�Cp. FLQC.P.
ltcx-p. PLCAIP. PLC.&P�
PLC -ALP,
Itt
3r 4r
42*
X 2lr
4r X 3r Sr X 3r
SOD
RIPW
Ct &Y, &Y.
CL III CL III CL IV CL IV
CL V Q. a CL 8
0-11
LF.
Egm
EACH EACH
EACH
EACH EACH
sy.
cm
STATM LF. L.F� LF. ILA%
LF, Lr. LF.
SS+39 MAIM ST� ..... �14
........ � -
- � -
— � �6. . I � — I I I I I � - � � — � �
- � " �
'Iw
go 17D
239+30 SIM 35� ........ --
......
235+00 SW- ........ ......
2,
,
......
...... '16
243+50 SER .........
.........
'12
247+00 HIM ......
2-
.........
247+10 HER 17#- ....... .............
........
.2- ......
.......
......
........
W10 SIM " ... ... —1--l-I
1301 ... --
1-1--o
102+" SIM 65
214,
......
--2--
2$4+50 SIM 35,
......
...... 2 ........
....
...
�46
272+25 STIR 35 ....
......
S;DIEROAD AND ENTRMCE PIFES
ap,
24' Sa.
CPl r- P.
Cp�
44r
C.P'
54-
C.P�
49, x 3r
APRON
ENDWALLS FOR CULVERT PIPES
CL I'd
CL M CL in
CL III
CL M
CL III
MIK TH.
C�S.P.A,
CL In
CaRk
GE07MLC GECITEXTU
FAMC FABRIC
MIMI TH.
MIK TH. MiN. TH.
SIM ALUM. STEEL ALUM STEEL
HIM, TH.
ALUM.
MIN. TH,
STEEL ALUM�
STEEL
ALUM.
WK TH,
54*
srFEL
49' X 33'
Soo
RIPRAP HEAVY RIPRAP TYPE R TYPE HR
STEEL ALUM,
D60
X75 .079 075
.109 .105
A09 .105
.109
los
'109
is'
24'
EACH
w W A8.
EACH EACH EACH EACH
EACH
ay� rly� S. Y.
—
.0"
STATION LOCATION LF.
.079
LF. LF,
LR
LF.
LF.
LF.
EACH
22o+40 FR. RD. 'C'� XENTERUNE,
�W —l------
... —1.
1--- ...
--l-
--1
a-
—38
23-- .... -----50
228'R'+50 FR RD, 'A, CENTERLFNE� ......
'� ........
----k ........
......... .....
248'R'+50 FR. RD. 'A'� XENTERLINE. ..... ... — ...
.2 ,
..... .
.9
9
252'R'+28 FP- RD. W ... LT. .—
W
DI+35 STH 65_ � .... -PT.
64'p'+Do m RD� 'B'. �RT. —
64*P'+60 FR� REL 'B'. RT.
ealp'+SS FR, RD. 'B*.... —RT_.__--38 .... ..........
...........
ag"p'+So FR, RD� W, CENTERUME .... ........
—
.......
20
76'F'+5a 3�165 CONN. RT� ........ - 36---
.......
9
W,r+50 35-U CONN., RT. ...........
... _ .48 ....
2
......
a
17',r+DO 35 - U CONN.. XENTERLINE ......... — _'_
... 58.
2 .....
49
5'S'+00 PAUI-SON RD.. I . CENTERUNE, � � - - - �
.....
.
9— 35 FAULWN RD.. . . CENTERUNE� .....
� +
.2
........
— ....
ll'H'+Oo CTH 'U', . CENTERUNE, ......
-w ...
INCLUDED IN DITCH TABULATION
(1) 2 PIPEE
(2) 3 PIPES
�IpW (SofAMARV)
L9-(-
RT
F-A'—nc' rim km
S7N LQ-
F"T
Ab�lnoNAL 0,VANT171C5 SI��gN ON
pipp-
;p
i
FEY OTAL
70T
PIW PROJECT NUMBER 117H
1720-05-25
FEDERAL PROJECT NUMBER 4.0
TOVO4SH:P AND
RANGE LINES
SECTION LINE
OUARTER LINE
SIXTEENTH LINE
NEW FEE ERENCE LINE
NEW RM LINE
EXISTING RW LINE
CORPORATE LIMITS
LOTTIE AND OTHER
- - - - - - - -
MINOR LINES
7.H
-
SLOPE INTERCEPTS
- - - - -
UNDERGROUND FACILITY
(GAS, TELPENONE,
ELECTRIC, ETC.�
E
FENCE
LIMITED EASEMENT
PROPERTY LINE
EXISTING ACCESS
EASEMENT
SECTION CORNER
HAZARDOUS UTILITY
SITE
CL
CULVERT (BOX, PIPE
OR CATTLE PASOP
BENCH MARK
CONVENTIONAL SnNS AND ABBREVIATIONS
FOUNDATION OR,
L " i
AIL
ACRES
G�
GARAGE
RUN
_" _'�'
AIL
AHEAD
K
"OUSE
BUILDING
E, "m -7
-
ALUM MOW
ALUMINUM MONUMENT
L
LEMOTH OF CURVE
CEMETERY
_J
ANT.
ANTENNA
LCI
LONG CHORD OF CURVE
GAS MARKER OR
A, IT
ACCESS POINT
Lea.
LONG CHORD BEARINQ
TELEPHONE PEDESTAL
C
BARN
LT.
LEFT
RIGHT OF WAY POINT
BK.
BACK
AN
MILE
R/W POINT TO BE MONUMENTED
sik
BENCH MARK
P,
PAGE
VALVE
C.
CHURCH
PC,
POKMTOFCURVATURE
SILO, MANHOLkARENT,
et
CENTERUME
RE
PRIVATEENTFUNCE
SEPTIC, VINT, WELL, ETC,
BUSHES
COMC� MON,
CONCRETE MONUMENT
PERIL
PERMANENT
CON",
CONSTRUCTION
RT
POINT OF TAHOENCY
(DECIDUOUSI
TREES
CULVERT ARE
RL
POWT OF INTERSECTION
(COWFEROUS)
Cam
CERTIFIED SURVEY MAP
PLC.
PERMANENT LIMITED EASEMENT
WOODS
M
DLGPEE OF CURVE
R,
BAD"
ETAL
ANDOTHERS
BLOC
REATINCTED DEVELOPMENT EASEMENT
GASPUMPS
=Z=
FRL
FRACTIONAL
REW
REMAINING
IRON PIN
FT
FEET
REST.
RESTAURANT
R'm
POWER POLE
TELEPHONE POLE
SIGN
NO ACCESS ROYACQUISITION) L-Lil-LI-L.0
HOACCE33LOYSTATLITORYAUTHORITY)
MOkCCZ33(SYPREVFOU2PROJEC`R
low,
COORDINATES AND BEARINGS ON THIS PLAT ARE DRXNTED TO THE
WISCONSIN COORDINATE SYSTEM CENTRAL ZONE. ALL PLAT DIS-
TANCES ARE GROUND LENGTH AND MAY BE CONVERTED TO GRID
LENGTH BY MULTIPLYING THE DISTANCE BY THE GRID FACTOR MO-
VIDED ON THE DETAIL SHEETS.
RIGHT OF WAY MONUMENTS ARE TYPE 2 AND ARE PLACED PRIOR
TO OR AT THE TIME OF LAND TITLE TRANSFER,
RIGHT OF WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE
PERIMETER OF THE HIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC
LAND SURVEY OR OTHER SURVEYS OF PUBLIC RECORD.
Pft�.
ST CROIX co,
—w-1cou—co
I
I w Room
TOTAL MET LENGTH OF CERrERL"M - 4,9H5 ALL
0
RT. RIGHT
R`W RIGHT OF WAY
C
SHED
ISO.
STORM DRAINAGE
S.F. ,
SOUARE FEET
ST&
STATION
T
TANK
TAV.
TAVERN
TEMP.
TEMPORARY
TLC
TEMPORARY LIMITED EASEMENT
VOL.
VOLUME
IN
WALL
STA. 318+Clf 1
1231.06', N 17*29'K)"W OF THE RW
CORNER OF SEC. Z5, T 28 N, R 19 W
X m 1,315 721 69
Yz 396,02i59
TION ORDER
PLAT OF RIGHT OF WAY REQUIRED FOR
RIVER FALLS BYPASS
CEMETERY ROAD — C.TK U
S.T.H.35/65
PIERCE-ST CRO_I_X'CO.
1-710 - S-V o
ORIGINAL PLANS PREPARED 9Y:
AINAWASEH
�ff�N�
SHONTELLCITHESWCASOV TIC
n
DATE JMA.U�
.EVISON DAIIE STATE OF WISCONSIN
-i-no/gimp DEPARTMENT OF TRANSPORTATION
APPROVEO�
- —zo
APPROVED�
CAM
SHTE wk ESUIT wxim FDA KITS
ADMINISTRATI
0 1 N
CiF L
Lb LA HIGHWAY
FEDERAL MIGHWI
A, F C
A OF
OVE
PPROVED'�
WtSOOT/VEHICLE NO, 50
4A, 42
4�5� 40
WLIAWS PIPE LINE COMPANY
4�7
NORTH04N STATES PCVF-R COWPANY
4J
TRANSMISSION
ST, CROIX COUNTY ELECTRIC COOPERATIVE
*SC&SIN SELL, INC,
ON fmr4EDH OAS r
ST� oa-X YAU �YNATURAL-GAS----
RIVER FALLS "OPAL UTIUTES f4
STERN AFAM-NW-L. CHWALRACH
16 A �F- PECH�ACEK
- - 4-9—
Dui-Nc
JOHN LIOEH AN SpN__
Boy SCOUTS OF AMEMCA-
—4.11-
DOROTHY KUHN--...--,.-
-2QRQTKY
Plift. P, 4I,-,L4-Nr � �klt
4.5
THOMASA.WANG
I- V� KAREN k kGLLDt
C,U)pV Ac. HUMPHR:y--l—
L R ET AT
PAUL H, & DELPHNE JOHNSON Lt TO
L W, SULLIVAN CO. BLDR WC�
DUANE A.. OWMAS &-,
WARK A, & KAM E, LYON
A. A DMINE L BAMAULT
A -6A
jOAN HOWE
NELIA PAULSON
- —7—
LUANE. C, & LAURINE A. PAULSON
ROD TSJA"LQ----
1 RICHARD R, At JULIA FRMCES
i VILTON D. N��OVVF
REYMM DATE ROUTE COUNTY *, , ,
z /za /In" SJA. �3S FIERCE & 17N-05-25
11 - 8- 91 NIC. St" Ft 79� CROIX CRID F:;;
N.T,&
6aNia
5W
QUARRY RD�
CURVE 'Q' CURVE 'QA' cu� CURVE 'QC'
�-�-71- - 99 m �+55 n
p,, ,, M , 0 3_2,5 P� p6 m +78 54 92 U +66.6q
X-1321051,54 X-1321600�57 X-13220"& X.1321452.85
Y-390102.53 Y-390262.22 Y.39064,M71' Y.N1165.10 S,T,H, 35 N3,
L-1916'54' LT A-2355'18* LT 4-98'53'"' L7 &95'24'05* RT
D-10'W'00' D-10,woo' D-32'4.4'25' D-19'00'OD' CUR'rm 'JAI CURVE "S'
T-121,3a' T-20*4ff T-27&28' 11 �28;+SIW, �1�-3443.36
T-97.33' L-239.22' L-30203' L-442AT X-1318034= X-1316840.45
L-10182'
E-&21, E-1172' E-94�14' E-10&7tv Y-39614116 Y-397019,75
R-572AS' R-57ZQW 11-175=' R-3m.56, C,251*45' UT A-2'51*W RT
SE-NX, SF-NX� SE-R.C. SE-P C, D-1'29'26' D-I'WDO'
P,C� 8o'U'+IL22 P,C� B5,w,+57.15 PX� W-W+82�41 P.C. 96'M"+76.BD T-143.w
P.T� 87*M'+96.37 P,T, 93-U-+84A4 P.t lm*W'+26�28 -4c, T-95.04'
Pj, 82-9,+OkO3 L-19103' L-28&2V
E-L20' E-1.70'
R-3843.72* R-5729�W
SE-
A�j
2 q , P.0 287
a
J +M57- PX, 302+00.21-
7 El T 287+6&57 N13RL 24' RT. M+9&5a SBRL 7�15' RL
s P,T� 289+57.60- P�l 304+M.46-
9 2B9+57' 52 SSRL 69.20' Rt 304+"71 SBRL 0� RT�
245 2!wr E
c 235 H
U
1p 2m
I
S.W. RAMP
N.W. RAMP
S.E. RAXP
N.L. RAW
65
FR. RD.
EX-
�_5-65 CON
35�L65 N.B.R�L
S.T�H. 35 & 65
S.T.H, 35
& 65
S,T�H. 35
& 65
S.T.H. 35 &
'F'
_2.T,H.
CURW 'G' CURVE W
CURVE T CUR* ',f
CUR
CURVE IS'
CURVE
CURVE 'U'
CURVE IV
24
qljRVE 'W
PI 254+68.22
CU
PI ag,p,�92�30
�CURVE Y
P1 72'P'*43,90
R�S IZ�
7 _
+ 2100.
+
7�7 2
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CURVE
a
I� 231+01.24
240+95.16
PI 251 .17
N 235+ZL02
PI 242+31.
X-1320690�01
X-1319397.61
X-'1320695�93
X. Ino-smel
X-13 M7_1
X-132472122
X-1322WA4 X-13203ftO7
X-131948145 X-131111111131.63
X-132D@1140
Y-391424.5a
X-1320117,20
Y-301975.55
X-131W&S2
Y.393("917
X-132DMI,13
Y-39170t2o
Y-3924M.89
Y-393372.57
Y- 392633�94
Y- 3929W89
Y-323144.47
&-MD2'W FIT
Y.3882IT72
Y-38953ZO9 Y-3922X73
RT
Y-344195,74 Y-3M2418
a-512'34' LT, 6-20*X'17' LT
6.1319'W LT
A-39'5Z49' RT
b-12TWOK LT
RT
6-34'0101' LT
6.10'24�08* FIT
6-5*52'13'RT
10*00'00*
&.Z�47'06"LT
D- sw 111 50*
D�lolww
L-88'32'52' LT
D-TWOO'
bo.17V38" R7
D-2'30 IM. D-2*0'00"
D-0'30'00* D-17000'
D-3'30�00'
0-13"'Do"
D-310'W
D"ICVOO*
0.13w,00,
T-135.04�
D-3-k'00'
T-149.01,
D-
T. 44.44'
T. ?tall
T.188.3V
T-1'417,24'
T-7�eal T-330.W
T-&54.72' T-6"36"
T-121.2V
T-IWM2'
L-306,77'
T-173, ml
L-345J5'
T-321.02'
L-63tOW
L-262.05I
L-297.21'
L. 0& 70'
L. 13557,
L-38a3s
L-24M02'
L-703.73I L-773,25'
L-110&5'r Lm$373,65'
L-36441'
E-2e,ll'
E-ur
E-nw,
E-20�22'
E-5,77'
E-1,72'
E- 16 74'
E-29.51V
E-40&W
E-27.2W E-25.22'
E-13,42' E-8Z59'
E-11.3W
P-440,74'
R-1837.02'
P-1432.39 I
P-440.74'
R-IIS37.02'
R- 5m9c,
R-1-000,
R-572,W
R-2DU49
R-2291.& R-2W4.79'
R-1wM0, R.381t7V
K-163T02'
SE-
SE-
SE.
SE-
SE-
SE. N.C.
SE-wc�
P.C�
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Pla 7fI'r+n74
SE-0,ow/%
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SE-CD41','
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P�Cl 2.39+=27
P.C. 240+70A4
P.C. 232+00,DO
P.Q 240+9A,90
Rc� 253+M21
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PC, 69'W�47.06
P.T. M'P.3&5T
7I*P'+'m,09
P,T. 73'P'+flA$
PJ, 75r+94,
P,t 2."+50,74
P.T. 242+4105
FJ. 25341&42
P,T� 238+3tso
P.T. 243+5&97
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RD,
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FRONTAGE ROAD
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CURVE 'HH'
CURVE '11'
CURVE 'JX
CURVE IRK'
CURVE ILI
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23 PI 2!WW+74.36 PI 2WW+7&44 PI 20W+7116
Pi BIY+a&Sd
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PI 225'AX+4714
X-13205M53
PT 22S'G'+99.05 PI 240 GI+Ca
X-132007&74 X-1320M7-20 Xm`1319784�82 X-1319m.56
X-1312WL74
k-1320497.75
X-13=441,12
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X-131MB9.65
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X-1318345.40
Y.39M2147
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Y-397347.09
Y-397M79Z
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Y-NG714.04 Y-391897A4 Y-393OX53 Ym3935W.74 Y-344050�N
LT
Y-39mg.63
A-24'0"r LT
Y-391313.13
A-35,3WW RT
Y-30316&54
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A-71'45'52' LT
k^120'54!50' RL
t�46'2,VIS' LT
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A-TW01'
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4-111'34%32' RT. A-IM'34r
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D-4*Ww
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D-5n74!C D-4VOW
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T-12tk2gr
D-4WW
T-mos
T-271,W
T-400LW
T-3517'r
T-2W,27'
T-109Z9'
T-m!v
T-17&2Z
T-175.2T
T-57.89'
T-147�08' T-103.12'
T-189.01,
L-378,6e L-25Z54!
L-347-22V
L-5n2v
L-M.2r
L-620AT
L-39aev
L-130.84�
L-290,03'
L-350.w
E-5�W
L-3mca,
E-&W
L-104,9W
E-15.!W
L-194�7�V Lw324�av
E-77�a!i' E-9.2 111
E-0,27* E-1.39*
E-10.2eV
E -23.60'
Em"Ov
E-4&23'
E-74,56'
E-63,74�
R-62.00'
E-3t5l'
R-3MlO'
R-2M4.79'
R-2M4,79*
P-1 DO. 00'
R-loo.ocr R-143Z39'
R-2W4.7W R-572%,58'
R-1432.3V
R-127121V
R-127124!
R-IZ73624!
SE.
R-31&311
sr-N.C.
SE-KC�
SE-Wil
SE-
SE-
SE-Wc�
SE-P C. SE-kr-
P.C� 72rl'+51.97 P�C. 23rG*+40Al
SE-P C. SE-P.Q
P.0 249'G�+M75 P.0 2WV'+5Zl5
SE-Kc�
RC. 261'Gr+Ot23
SE-
P.C� 73'K'+9&90
lEw
P. Q Ss*K*+74,0Q
P.Q I 06'X+ 10.00
P.C� 3"H*+n95
7'H*+8ZS4
P.r- 7H*+82-64
Pj� 9*H*+13,48
PX� 10-H*+75A3
P,L T:rH'+65.45
P�C. 306+84A2
P,T. 31(>+34,49
Px, 313+
P�t 316+
P.C. 224�W+84�25
PJ. 22!I'W+89�20
PJ. 230*C'+44171 P.T 241'C'+64,90
P.1 25,ra'+6143 Pj� 25eGr'+04.60
PIT. 2Wl'+ 1 43.48
PJ. 54r+32-19
PJ, 94'K'+65,M
P.T 113*K'+00l3
PJ�
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L- M2.57'
22�79'
V 33W'29'E
M2,"
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X 1.31k73153
Y 3",791."
L IUM
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FEDV� pp�ar 1415
I
4-mll 1-11,
6�
X %310,732M
Y:3",nl.9s
GMALD Q & JDdCM
.50
tag
459
9�5g- E
I
LRrlr'N Cl FLOW A�`�ONS
It, -,7 71
I L I L
IT
8 SPALFS 0 3
N17E:
CPATE IS NOT
FLOM fPATE �F Sf�OIAO
0,S �
r , , ( I �Tov
4CA"
NOTE: CUPB BOX `�GHT AD�U,,TA,'LE 6- TO 'I-
I3r -- - -4,
TYPE "H"
(APPROXIMATE WEIGHT 510 LBSJ
3.
HlhRS WIFH 1'/� C'ENN.s
SPECIAL GRATE NO. I
CAPPROXIMIATE WEIGHT lt5 LBSJ
fNo'q� AS �YPE 41 ON ORANAGE lAKS
�,L��CT,CN CY F,,O* ARRCIS
- -T-
, , V - - , , —,
'P�ICCES a 3 /1,'
3 T, 5 C,
14'
20-
v I)S-
Two
MOUNTABLE CURB BOX
FOR TYPE "ll" COVER
(FOR USE INTH TYPES C A I CONCRETE CUR3 & MTER, 30 !rCHI
�7?rr
DIAGONAL SLOTS� SHALL BE OTFNTEO
TO TK DIRECTION OF FLOW AS RLUSTRATFD�
GRATES ARE LONU�ACTURED TO BE REVFRS`f`,LE�
TYPE "WM"
(APPROXIMATE WEIGHT 650 LBSH
r DIAGONAL BARS WITH
t-/,- OPENINGS
F-1 3-
!� 13
19 vi
L 3
�7 - - "291/.
NOTU CURB BOX HEIGHT ADJUSTABLE 67 TO 9.�
I ve
-VENER-,'L NOTES
� " I �� , �� - I N-, P TOT T�z T,,P CnMW �;
7 CF 7', S, _pr, ,��C, 5 A,
'H-�l L C, T �j
IIPU�," 'I"' C[AL
ZLT�,RNA I E ULT �NF V C� CATC11 FAS�,,� MANHOLi
�OF H',- T L— L SU21JITTF1 TO Tfl� --CF IILPRVi�t - PPOVID111"
!HAY ALFErYATY 0-,Sl�'HS MAK� PROIJISrN FOR ECU;V4LFNT Clp,�Clly AI,V STRFY�GTH
F R A V `T P �, SP A � L I' AV- C COI: NU F A I� NO
aq;:Ac�s �cc",6 AMY RA'ITUN—
T-- AC7[JA� WTTL47 C' COV�RS MAY VARY WORN 5 PFRCUNT, PLUS OIT UYSJ�� Or
THE APPRnyw` WEIIH%
,0II�CLY6 -OX �[),USTABLE 4- TO 9- r�
�— 6- —�
TYPE "A"
IAPPROX.MATE WEIGHT 4Y) �8,I
�7'
�— 6� -4 2�P
iI I/X,
14-
2370
25 V,-O
- 3610
NOTL�
(�RATE IS NOT R� V� RSIBLE
LEFT FLOW GRATE IT SHOAN
I- O�AGO�4M 8111Y
- am
—L
SPECIAL GRATE NO. I
qA,pqQXMA',E ASIHT 65 LBSA
a*I� AS TYPE A! CK ORANAOE TART E�
STATE OF WISCONSIN
TYPE "C" DEPARTMENT OF TRANSPORTATION
LAPPROYIUATE WUDIT 36S LBSJ
kAP7PPROVED 4- -,
TF
O;V5,c,, IG,c"LER 'OR ..Ts
7
A
rl
-TWEET NO�l
STATE PROECT WMETER
1- 7,) n--- n- � - 71
9
rl
r" �,,,
m
Sol
2 4 '/,' -4
22 YO,
C,
.35'D
22 )G`
IL
2'
GO,
23-
TYPE "B"
�APPROXIVATE AFGKT 400 LED.)
IKE
--- 29 A.
6 54- -
3 LG, I I � I � lh-
-LUM7�p�-L-,
3 7
��l
W,U��
TYPE "S"
OkPIPROXII WEIGHT 400 LM�
---- 33
22
IS
�7
10-R
TYPE "F" Q
(APPROXIMATE WEIGHT 835 LOS3
14
1 IT-
4 0.
4�
TYPE "V"
1APPROXNATE WEIGHT 400 LES.)
—0'-SCTIOI4 OF FLOW ARROWS
35 ST-
17
HE
3 M, 8 SPACES a 3 5 Y�,
r
27
IF V2,
33 -------
M
TYPE "HM" G-)
IAPPROXIMATE AEORT 510 L3S.�
wum��
V X 6' SLOTS
�rYP;CAL�
ND7L:
GRATE IS NOT REVZRSI�E,
LET`7 FLOW GRAT' S SPOWN
137 Z" X 2' X /Z-
ANCHORS */"CRM
SPA",
4'LONG
NO-,E�
A TI: NO 1 FC1 THF
IyPr H, LUNFP AY ALSO K
Tp Typ� I'm cov"R
OETA�LS OF CONSTRUCTICN, MATERIALS AND WIFKV-N&'P IXT THOMN ON TIS �RAWN,
-N 'C,:- 'Ls AND
SHALL CONFORM TO THE PERT!Nv 47 REOURiUVENTS CF PF LTANCARO SP� ICATIO
THE APPLICABLE SPECIAL PROVIII0,45.
DETAIL DRAWINGS FOR PROPOSED A��ERNA�E DESIGNS FOR NLE7 COVERS SPALL BE SLI-VTr,
TO THE ENGINEER FOR APPROVAL PROVP��G ',PAT SU^H -1_T'GNA7E CEGGSS V�K' PFGV;S'CN
FOR ELIVALENT rAI`ACI7Y AND STRENGTH,
7H� ACTUAL WEIGHT CF COVERS MAY 'VARY WITPN 5 PERC—�% PLUS OR VIRUS. C'
THE -APPROXIMATE WEIGHT,
O� FOR USE WITH CONCRETE CURB & GUTTER. 36 NCH
STATE OF WISCONSIN
nFPARTUFNT -M TRANSPORTATION
APPROVED
11/30/90
QA7 E
I...
GENERAL N�OTES
',',HCT R'll AND ADR�MAI6HT` NOT Swl�pH ON THIS
1�1- STAQ��ZT
R' FNT pEr.UFEM NIS 01
SH-LL CCSFC�IP �j IT, � �i -
kDL,' SPECIAL
ANO PROVCCNS' QILE COVERS
DRXWNGS FOR PPOPI)SF) ALTERNATE OESGNS FOR MANHH
AL FROVIDNG THAT SUCH
UEVT�ED TO Ti,E _NOT,EER ICR APPROTI
MAKE PRQ�SGN FOR LCUIVALEFiT CAPACITY AND STRIEN�TH.
R, GH,
AVE CCNTN�OUSLY MACIN�D B�ARI
�0�'YD FRAMES AND COVER, SHALL
RAI TLNG.
1,,R�ACES TO PREVENT EN)CNIX, ASO
PLUS OR IA�UG�
THE ACTUAL WFIG47 CF CovERS MAY VART WITHIN 5 PERCEN%
THL
32- D
—jL
25 'A
T TIL 36 D
46"D- TYPE "J" 0
WFIGH'I 39x LBS.T
TYPE "K"
(AFPr0XM4TE WEIGHT 550 LEIS.T
(�LRFT Box ADJUSTABLE 4" TO 10'
Y,
2 �Rl
L
114"
INLET COVER TYPE "Z"
IAPMXNATE WEIGHT �270 L85.)
23 'YA' 0-
2 '/A' 0 4. D
4'
C
D - - -T
2 l/. E, 32, Vz- 1)
INLET AND
26 Ih- D 3'
39
ziia-11
7
1
3
IRS DWENSION IS 25 Vz- ON BEVELED SZE MANHOLE COVERS
TYPE "M"
TYPE "L" (APPROXIMATE WEaHT 385 LBSJ STATE OF WISCONSIN
DEPARTMENT QF� TRANSPORTATION
�APFROEXWATE WEIGHT 146
APPROYED
co
Ln
C6 S.D.D. 8 A 51-8c
m
XFAZRU.-��*'
F77-7,7,
.i,.r 'I
Wits, d
DETAIL "Aff
Popeast Reih�cypwd
Cbn-r,�tn Fl,,t Slab Tsp
-[T
Mortar
bo'.1 4V
0 1
case't
plaster spot
so
4' Min.
6.
No. 4 Bar, - IV C�C to IV ilepth
6- C,G o,or IV to 25' de;tit
W
04
I
DETAIL 'A'
precast Reinforced
Catenate Ri.ora,
Min, Mine,
1 In/ft,
4- Mid�
Grade A Cosxirata
concrete to fit
(DPRECAST
REINFORCED
COVCRETE
So. 4 Bass
-FEB
a
Mo. 4 Gore - 12" C-C
fwi� 4 Bar. - 6� C�C
V-3-
pitails of construction, ratorx�gls Ind "orkharshiP not shcOn on this i"ll
ranfom to tho voltill.1t �Ipni-envhtA of ft'. Standard Srecoicitichs c'd the avaj-
gable S"a'.1 pro'Isiong
Oni.iled droings for .1tollt. designs for hho,-11h.1d dle'no'c $tr�cr-i-a
&bill be outi,.itted to the Engineer for ap.px".l cf.�idi,g that a,,c� altdrhot. desigh%
roke vi.oisich for coo.city And strength
All drainage struetu,es gre designated on the plo" " "Ifamholes I�V, �Catfjb easier
I -Ell, �jnlrrj 3�H% etc� Ine first digit designates the nosenry portion of the sjiut�
shop , Inj the, following letter rssrgh�lt" the fine Of oryfir tO be usch to ce'liol"
the ra,gpl.t. init,
Piai,,,t Reri,ficiced SAOb hall bas placed an n tand Of r-terfol or lo"t 6' in death,
n�tich ,,ats ihe To.-izib-sints for Grar��lar Nickfsll� 1his deadvng j�,311 an co-pictai
nhb Provide, unxfor� sp-bit for the entAre jrin, of the base
of,,, t,. fojlz.�,S jqp��rlllth 11,,'ll the ... tall-o -,h an 'tiuct'�cs .'e'
5 y,,ft In fcitht 16 inch C-L ,oii�n spasing, project r nihir,r, ilb.ir dist,�,Cs of 4
fro, the sill �r the viiht of g��.d-ant, msrr� len,th of 10 il",
h�ed-bnt of 3 r,rors, �,,d ",,able f i1jitirtind -1 ocnblMlilhid I-,Ij 0 -!",9 lbs�
Fe.ro,�s notil steps met printed or ticated to raii5t corrosion ��nll hdyh� t
rio'a sectio'bl dA"c,.n of I �hjh'
�Ojid "sp, - bTh,c sactIrnol of 0,75 -'�ch.
� ,,11 sn,ir,
Ajh-1,h,, shifirss to he enjor.cofed in concrete sfall be given one c��t of s�jj�'hls
,nollty Doiht, ,b rihc shochate, vii-Or rcfO,nr, to fajh,.r.,1 jr,�, fjituuh T"-P�
6t5 or Sevs ,f .,prb,,d Paly,,evylose Ploltle coot'd hir
,fin no'botable.
All bar steel sh��,fs.rce-,�t shrill be shenib-d 2 ijjl�iig clear 11�'Iljb it"reig' tto�'
or noted.
P�ecgst RO,,frrhd Concrete Plan:r $hall be, placed with ton,", d-1,
All procest inlet ,its hall ea,too,, to the hertirent AaOjr:g-rr�ts �f "Ffj7M obsigg,
'fish M
at ��se 2'-0" d�,ncibr ipnihg with type �L% hod '�J- c-veri, i 1� -0" d-,-ith, ith
by, 'W� "" 'csh'��
0-i 2 rcurs.s 6. blork�
0 "a, ctdh�itihq Pipes ag 2V or larran the Pjeoo�t Mnlh.11� -,11 he i,
to 42' di,rbcter�
Reinforced Concrate Too (shisen
Conced rio� or cost Reinforced Concrete
let Slab Too
SEE DETAIL 'A'
Eccentric
In
T
VConeming
ITI
s
A
NO. 4 Ease 12- C-C
A
r
DDti.hal
6 � -0- 8.
4 Joint
32. Cape n t
plaster coat
Precast Rainforrat
Sloges
to
Concrete pusers
1 in./ft.
Min. Slope
in�/ft'
in
Grade A
6- Kin,
Can I rat.
as
Min.
split to,,
A- Kid.
A- Min.
pipe Or
concrete to f t
Grade A No, 4 Bore - 12- C-C to 12' depth
C,Z,rat. 6- C�C ewer 12' to 25� depth
No.
5 Bdr a 12- C�C to 12' depth,
split Pigs or ford
concrete to fit
SECTION B-B
6-
C�C "or 121 to 25� doptb
CONCRETE REINFORCED
PRECAST REINFORCED
CONCRETE
BLOCK CONCRETE
ENAMMKIMMAS
"I
C,,crate slack
C11strgCtrsn herge
ceort
Plaster coat
or
t,r
wrier
J.i,it o'ly on P�pa
C.et-le-pl-c-
Bed
;Fill
ik,'t.r
sth
Ais'l'otod, at Ac,.r. 0, 'C"la r
4- Ma,
co V mh.
"I min.
d'.i,r e�ll '. t-said a, the '1�
s
S-0 i .,d t" IcIlt CO�-r re"g
tilited.
-T-
Welded
Wire Fabx,rc
6
W2,9 REINFORCED
PRECAST
DETAIL OA%
MONOLITHIC CONCRETE
BLOCK
CONCRETE
REINFORCED
CONCRETE
CONCRETE
INLETS
TYPE I
Precast P.1mco,
C,h,"t. Flat �
HI
N, 4 Sets 4'
PLAN VIEW
D*3�-6*
Saint only On Dlr�harQ.
pip.
6- Min.
MONOLITHIC CONCRETE
CONCRETE BLOCK
SECTION A —A
Precast Reinforosed
Concrete Flat Slab T
A B
—A t-
m
01K�
imm
PLAN VIEW
See Detail 'A'
Discharge
(ga"ent
only n
-
Pi r
Plaster
ccast-in-pla
coat
4
—a- min,
wrtai
I
6. Min, I
Bad '
6. 1 5.
Ided Win Fabric
a 6 - A2.9 . W2�9
REINFORCED PRECAST
CONCRETE REINFORCED
CONCRETE
SECTION B—B
I
6.
Joint rally on
pipe
G. Mon.
MONOLITHIC CONCRETE
CONCRETE BLOCK
SECTION C-C
C
GENERAL NOTES
Ind .1"renzalhID hot In" c' -011�oblc
the Stamdrd �rerjf,,at.,n,r or' thc, io
ic'lf, t� t' , g"tin'It "an"
�""tc sf
11b,iol P"'""."'
g,,s
t", cm _d elte,', d,, lit ,A
cbt'�I,hd e - r tf,st inch .111"Irm des,ri
IhIll b� tfe E ,n, d1q
itrength,
A,,,,,jty ch
n pertinent in
of
All PTecAst 1�10t Unit' 'holl "for to 'h
lq!
All drai�-'� "r'-wxs' are an ...... red ." �he 'Ja" �s '�4a'holas I
I-q", , T�el fly$t digit dosignatos the --l"'ITY Mrtiv'c 0� the �trn
c f,,jj letter th,s �Io* of C-1ci he, bo ���ed to �Oroi
precast PaInfOIT"d firs'S shadl bes placed on . bad of —A�rill at least
ste tan r,ail-'11111t fee BIcktill, Thil �h�ll be Caa-Pl�tld "a
v ... id, ."0., "'PoOrt her the "tire area If the boan
p,b,as, ge,H,csj Cc,ate Flat Slab TOPS I-ly be AAad an the rti.ctA,,,, 7he Tape lh�'11
or hrt.11ad �� �' ldnd- of s'nital
All Be Steel tihfa"",t sNlj p, e,.tddWd 2 inshas 11-n chl"s 'th-ce"' iheen or mtd.
Precz&t RalefOrced C,,,srshe Rien" Ifoall be Pl-nd "th ho"goe gc`ns�
QDUe, V.6�, ,g !b, T,,W 2 Inlets and 3'-0' openin, far Tyrs, 3 11111te
D
5-j
PLAN VIEW
V Mm
Blork
I —
T
Species
plaster coat
oischarge
Pope,
Mor"',
1 A- �,g-
V
Cg,'trabr%.n
iDirt only ah
cast-in,awe
-j-
6- Min
-T-
Welded Wire Fabric
6 all � ya.9 a W2,9
PRECAST REINFORCED
REINFORCED CONCRETE
CONCRETE
SECTION D—D
a
INLETS TYPE 1, 2 & 3
Stale of w'sconsm
ll,parla,Ent at Twmrtatlol
APPROVED
&D.D. 8 C 1-4
AGrate
Feelation shoyes on
dflow
A
t
A
_T +
_kirecton
Ditch Une
7rx,
2 2
C====
04 Ban 121, C-C to 15' dedst
6,, c-c over 151 to 25'daPtc
#4 oars 121 C-C to 151 dWh
6" C-C ow 15'In 25'dWh
PLAN VIEW
INLET TYPE 8
REINFORCED CONCRETE
RM
Grate oessillon shm
on Plans
Pirection of Flow
Ditch Une,
lq
Wrable I
M
rs 21, C-C In 15' Wh
04 Bars v C
tv, c-c off 151 to 3' depth
PLAN VIEW
INLET TYPE 9
REINFORCED CONCRETE
�� M
fha� 4 bars spaced
121, C-C
PLAN VIEW INLET TYPE 10
Mr��U
r _21�'
No, Normal Flow Ditch
clotionall
Const, joint
GENERAL NOTES
Details d oprostruction, erahoslars andylorkmanshhe not shown
on this drWng Shelf perform to the Pertinent requirements of
the Standard SpeciflUticare and the aissumable, Saug"al Preelslons'
DetalFed drawings for Proposed alternate doeter's for lnlets which
may Include precast reinforced concrete inlets. shall be submitted
to the Engineer for approsef providma; that such alternate designs
make prMisic, for equijert capecity and strength.
Precaut reinforCed concrete inlet units ' if used, shall conform to
the rcuiremends of the Ferro, Basins, ManholdS and Inlets SKhOn
of the StartzT6 SI)MIll
A" Inlets are des Nruted on the plans as ItniekS, S-MS"'ete
This baslonation is lufteffreted to man that the number, or First
dlglt defijoades she masorn POTImn of the structure and the
following letter cut,
'nah,, the type d roses or Iron orsting to be
used therewith to rn-srlse the Mrilficte unit.
All bar steel reinforcement shall be entmosded 2 Inches clear
unless otherwise she" or noted,
4'�
'o-Typ, Ditch
6:1 Slope
-Pipe
Slope toward direction 01 1 t. I it. M1 n_
Of Flow
Ditch n" 4, 6vi
9 3"
-6" 011 1
N at Flow
T
Ditch Une J L—
Discharge
21, CL Pipe optional 14 Bars 12,, C-C to 151 depth SECTION G-G
const. 1 6" C-C near 15, to 251 stated
FIG
D
-Its
51-4' 81,
H UTUNh, v � 2
FUMUM5 101MIFIr"F1111M � 2 -to,,
SECTION B-B
r� 9. - 0
6 Ditch
10,
4
=t=�o
Pipe sto
0.01
ft.ltt Min.
_J L 6" 6"
SECTION C-C
SECTION E-E
3 Grates 111 4;1
4 Grates
311 Opening
MUMEMN
-No, 4 bars spaced
121, C-C
PLAN VIEW
INLET TYPE 11
REINFORCED CONCRETE
ril
Z
02,
ol
TYPES A & D
7"
(D
TYPES G & J
NEW
CONCRETE A
A VI
t— � t
SN'TNo
CONCRETE
PLAN VIEW\
IN
CONCH TE
A
/z/
J/, T�.R0NESS_
OF NEW
CONCRETE
SECTION A —A
PAVEMENT TIES
3' P
C2)
T— c I wN.
(D
TYPES K & L
�2'-3- R
OPTIONAL CURB -SHAPE
(1).
FOR TYPES K & L
`ANEW CURB & GUTTER.
SURFACE DRAINS,
CONCRETE PAVEMENT
OR OTHER NEW CONCFETE�
No. 6 X 12" DEF, BARS
SPACED 3' 0" C-C.
INSTALLED ON 6,1 SKEW
HCRIZQNTALLY� DIRECTION
OF SKEW ALTERNAINNG AFTER
EVERY ONE OR TWO BARS�
THE HOLE FOR THE BAR SHALL
BE DRILLED TO A DEPTH OF
�VIAND TO SUCH A DIAMETER
AS TO PROVIDE A 71GHT
DRIVER rN
EXISTING
CONCRETE
y"
�2)
ol
TYPES A & D
CONCRETE CURB & GUTTER 36"
No� 4 X 21,_OL' TIE EARS
SPACED AT 3'-olc-c
'/, TH;CKNtSS
Cl� GUTTER
PAVEMENT
CONCRETE CURB -_-j r---- --- -
& GUTTER TYPICAL TIE BAR LOCATION
ENTRANCE COPE
SLOPE VARIABLE
02
7 - , =1� -T
DRIVEWAY ENTRANCE CURB
(WHEN DIRECTED BY THE ENG�NSERL
-2" R FT. BATTER, FACE OF CURB
IABOVE ADIA1111T PAVENVIIIII
N
18"
NQ,4 X 2'-O'DEF.TIE
BARS SPACED Y-O'C-C
ol
TYPES A & D
GEN'-R4'- NOTES
"1;, 1.1), L r PIA'L S to,Y Nol�KV�,NS14 I NOT SPOV, �I CN I 1' 5 E RAY��,'�
F E- E. n -IITS OT -
R7, NENT P: OlELj , THE CONTRaCT,
C' ICNCRI IF Clj�6 o"' CON�PETF� CURP, & CUITER
pAv"'IFNI NPEN !NCLU3�D N TpE cONTNAC!, %HrR[ CONCPF I' CLIPP.
CONCPE - IT CU"RB G[JTIR FIT CCNSP,.rTE PAIEIHNT IS PLACED AUJAC�NT 70 EXISTING
cOlU P; 11 '� I
PAVEVIN! r:L5 ��tT TF FARS SHALL BE EPDXY COA7-,D IN CONFCRVANCE W17H SUBSECTION
5052Ill CP 7H� STANGA��'P �FECEICAHDNS.
INTEGRAL CUFF & GuTl',-;� SH,',LL CONFORM TO THE D' TWILS SHOWN OR coNCQ,7F
r,UTTER 'NCLU�,NS �-r MANSVERSE GUTTER �,LCPE, T,E BARS AN� A LCINSITUDNAL
cC�4STPUITMN JUNT �,RE NOT RESURED WITH TWS ALTERN47F.,
PAV��"�NT JC�N75 SHALL BE EXTENDED JLPOUCH INTEGRAL CURB & GUTTIM. �DN7SI N
NTEGR--L GUTTER SHALL RAVE. THE SAVE OMENSID-6 AS THE LIGHTS 1�4 TI�L- ADJACFIJ
PAVE"IINT. jr,NTS IN YiIEGR.q� CURB SHAI�L BY
JUNTS IN THfECPAL CURB & GUTTER STIALL BE SEALED TO THE FACE OF CURB WITH THE FARE
SPALA14T SFECF,[ED FCR rH-, PAVEMENT JO!iT, THE COST OF FURNISHNG AND TUSTALLN5
THIS SEALA'J SH�LL 5� 70 THE [-,E� CONCRETE CURB IN GUTTFIR.
UNLESS OTHERWISE SHOOT ON THE TYPICAL CRCPA SECTIONS, TLE BASF COURSE AND
UNCLASO� D EXCAVAF01N LIVIIS ARE ING FEET BERND 7HE BACK L)-, CURBS.
Till' 34LIS ARE RLCURID FOR CU,8 AND GUTIER TYPES A,G ADD K,
CD THE BOTT`A PC CURB AND CUT ILR MAY BE CONSTRUCTED LITHER LEVEL OR PARALLEL tO TIFE
CLOY' Cl THE SUBGRIDE OR BASE COURSE PROVIDEO A G'� V'%:VUV GUTTER TITCKN, $5 IS MANTA'ED,
QWLPN REVERSE SLOPE GUTTER IS RECURED, IP' L(PARCONS WILL BE SHOWN ELSEW-ERE IN
THE PLAN.
-y,"?FT. SLOPE
2,
ol
TYPES A & 0
CONCRETE CURB & GUTTER 18"
4-
s
NO� 4 X 21-O'DFF� RT
PA191 �PACED T-RIE-C
ol
TYPES G & J
u;Ikl�TuMNllOe JONI`
f--IS NOT PEOU-RFI.I
SAVE FAY LIMITS
A', CURB & GUTTER
PAVERENT
SLOPE
4' T� S
P -TENT
AVt
I THICKNESS
PARTIAL SECTION OF PAVEMENT
WITH INTEGRAL CURB & GUTTER
F-`YN, SAME SLOPE AS
C A PENT -
REVERSE SLOPE GUTTER ol
ITYPICAL FOR ALL CURB & GUTTER TYPESI
CONCRETE CURB,CONCRETE
CURB & GUTTER AND
PAVEMENT TIES
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
-�,vys
DATE STATE r�OG" AYR
�.�A
S.D.D.8 D
I
-1 L C" � A7 I',�9-7
VA�, CF T�
I�AX�
OR "ICE.
IS
O-C,
Ns CN
A,-)
IT III,
EXPANSION JOINT DETAIL
NSTALL INLET COVER C4 S4V�
SLCP- A5 THE SHCULl FR
ELBOW TI *ED
C3
) !2 TED
1l.CpS i 'ITT.
SECTION B-B
II OR D-1
Do 4-6-
2' VNIANPTER REOURED
ONLY FOP HELICALLY
CORRUGAITED,, UNPERI
PIPE UNEIRDRAN
03 12" M�% U� N P E R F 0 RA I r D
PIPE CROCE AMN
JONT SEAL �SAVE AS SECTION D-M
A
FACE OF
CURB
0
WIDTH
VARIABLE WI, F4
CCNCPET,� 0
ENE OF
ASPH4L TO
SURFACE DRAN
PAVEMEI�T
EXPANSION JONT ---!
PLAN VIEW M4-J
V 1 A L A ' R � N
E D 6 J, L L
11
v,,
----L
rG_ r 0 t
KETAL APRC�l ENONAU
FOR CULVERT PME
2 �XH V14.
I
BASS
EDGE OF
TRAVELED WAY
0-�
(DJONT SEAL
l'/,' P--LOW SUIFFACE�
3RlxF 7
cEcK
Iv NG
CTr H
EL
SECTION D-D
Ll
DO,
n N7
ABUTMENT
UPE
PLAN VIEW
I'-,' � , % , / � *,. , , , , 71T
"'NE .A
ABUTVENT
70P CF BRIDGE DECK
LOCATION OF TIE BARS IN WINGWALL
6.
TYPE I-V
GENERAL NOTES
CETALS 0, CC��S7RUCCON, UATERALS,, AND WORKMANS-P NOT SHOON
ON TWS OR'N'l4T SRALL CCII-,QRM TO T�t PERTTIENT ;,ClDR,-Vr�4TS O�
TH' SlArOA-C) S1,CCOA,:,`Ns ANC A-RUCASLE SPECIAL PIPOYIS�GN,
I_ 4 X 7,T Bl"'S SPACED AT 3' 0' CENTERS To P' IUSED OOLY
A)I�N ADjacl"N,, To l"CIC,�,;c"TE,
Y e��Ps 2, CENTERS, 70 BE PLACED Ry
- ED B
P
,,r CCNTF�—T�1, CR PAVEMENT TIES FAC-D AS D pllCl, Y Tkg
3, ',T7 P� Lyl�,DR4Y4 VAY PE -INY CN, C`- 7F' Sly LISIM
IN Tl�,' ",CTON
SII:o-L FF 6 X C" - N4,0 Y, A,." -� T,,T�
I B z
-R5 L,0T,'l',PD ,L X,'
C�D 1�� 14 SPECIAL D17CH IS PIFC,� -t�0�
CT�01,'XTT� F4EPC, Tl-F R
07 P`� Hly-ANT OTPlEPKISE SP,'-� -D'�
T,I�y V,�Ry r P�,� ) x, ON :T )L- I,y
T,- T�F -!L �'�A':—, I
T,,
NORMAL EDGE L
SROULDER
SECTION C-C
U ,a— I
U-*j
�).U.U. 0 u 3-q
I
all Th
JUNCTION SLOT
(SEED ONMI,--�'--
No 11 Ga� or
larger St.%.
air. or *ex,i�xiant
P (2 5
To
2- (S�l pf
V (15.2 W M�, for fire ..I.
12' (30.5 o%X Nih for I... ..it.
01 (20.3 cef Ni�, ". poth od and�,eat. am beah; sed,
R
11717 71-C-�j
-ad, at
I ol
'Pe
Ae
ANCHOR SLOT
AT BEGINNING AND END OF EROSION MAT
(SEED AND SOW
r4W!
9
GENERAL NOTES
Retail. of end aptk-,��hll
�t on thfr �ftall pSnf.1- to tho
pertinent rq�x�e�,,t� �f V,e Standard Sph�,tl-�U�e
am %na aeoltlabl. Sll,�dl
t,�n, 1, tra i, rot.-"ali
hall � daa�ttrd if the,
and nat.til and if v-,., Ppy ... I f 0",
Eniw,r a. rht.�n.d,
Lao "Intz ahall hot be Pinal 1� the bntta, of
V,haaed drtc�..
,�titn SI., ph ant,t,t tlio. of Xatting h.0 be
*taq,ared a min of 4 feet �1,219 R) apart
Edoo. of the Etp.ire, Mot "11 b4 yml-�Iyd in tn- -h�l
E i ... h, Kat %hall th, �,azvre6 ahe payed for in a"vrd�
.'rak iV, the Sta,d.�d SP�01�.tion,
EROSION MT MR SOD
�Iy jote Fabric aill be, politt-d "I �pd
b� Moral Staaa.. for Sod toy be �tt�q by the E,gi ... r
if the at."�q .1ope ah� y�'l ohd,ti�pht ho a"aht
Th. idth 0 E,o,oh Kat ��11 wi,al th,
� idth,
j Sod auto. ., pe placed the, longttnd�hall, or
tr&Ittertely to the rl� 11, 0� tra D��th
EROSICN NAT OVER RE01fa;
1�tldh or �hoy Slats snall ba at minl-�
of ISO feet (30 as of � 'Ted.. ha t,, d 3
dalra�t� etl 50 feet (15 24 a� oh ur,apee .coel,�, 3
a
XEM OF DTHENSICNIM
JUNCTION SLOT (30.5 oa)-eai
1,0. ------4
(SOD ONLY� W I
EXACTLY 2114
"311h 1 0, -
Start of Wisconsin
Department of Transportation
Divisiox of Higkways
aeloa-.o 1. -�,
Id-j-73 14—.
I-IS-74
0
12' T. of .1im
lwsm�
Stak.. driyan Q..1,wbe,
.OA lndltipp. patant.
Eai.tim g,..pd ---I, FiU .1cae
PLAN VIEW
6� - 0-t
slov,f,
Rood st�.. (2 par WO
Nowipal 2- 2- - 30'
I.Nth at
DETAIL OF EROSION BALE INSTALLATION
Stak.. dii,,*1 f1f,.h
EW*d Eakad
V., V., H
Eb..x. Control
cha'a'al ch�
fj
EROSION CONTROL CHANNEL CHANGE
Er."� Cmtml
In mw vq Ebt��t
L, cabed
V Y
EROSION CONTROL INTERCEPTING EMBANKMENT
PLAN VIEW
a-l— . 11 -- — — --
FRONT ELEVATION
EROSION BALES ACROSS DITCH BOTTOM
GENERAL NOTES
�talis of rinstroit.p,, �aterjajs a,rf aorl,�, ship �t shcan � tMy dawiN
�hall onf,ri� t. it. perti,,�t
am tha spacial
Bales s'all ba plaod 0"d to e,p or Xlavv�oq at rig" ph,gl" ta t� dirt,t2p,
of gjp� ar� far *Ooo,h �a, the sidal Of th� d�tch tQ V�0`aot er�IN aro'a"t aOpx
�1., *�hpjj � ol..d .1th tlioa or tlw wlr-o Pa"11-1 to �f" 7yoo"O
Stakew to ba patoartd in ppooXitif dlr�otlf)hs
AS datoyar� by th� ENIn"t .
Eaj,stibg st,k., dri.� ti,,.hatnh * Ealo�
gy"'and apil conditio". pay"It. -T.1
9�,
"o �-- �
rT
INS�CRE N \ N
Ns-
3 , _ �GROUND
LINE
TYPICAL SECTION
RO-'DW4Y
YISLOPE
I - .. _j - . _-ROADWAY
i POST
FLOW
TYPICAL SECTION
NIEL OFF BACKSLOPE
4LOAP, E,
C
81-0. mm FOS7 SPAC, 1� ,
'Do' FOR NORMAL 10' Ol(TCHDETAIL OF DITCH CHEC�K/
X GEOTEX TILE FABRIC
PLAN VIEW
TYPICAL APPLICATIONS OF SILT FENCE
T
NSLOPE
S I
J- _J Ul IX
7
--- RoADAAy
Psi Cp",
A,
i
-ROADWAY ---- ROADWAY
SITUATION I SITUATION 2
wozmlm
ml�=
GENERAL NOTES :"T
ITT CCHSIRUCTICN NOT SHOWN 04 1P,S, DRAWI�� �,ihLL CCN�,'PIJ TO
rp� p,',RTNlN7 RECUBEVViTS, 01 THE SIIANDAI�D SPECFI�41`17�'�S A'�D
4-PILTASU SPECIAL PRO'ViS�CPS�
- N POSS PL� - -1 P SILT FENCE SHOULD P� CCNSIRUC70 N AN ARC OR
HGIPSES�CIE -,Hr EIC)S PC,NTI��C, U��LCFF To M-YINTE 107H
STRENGTH AND E�FECINENE-55.
cRsS BRACE
AiIH 2' X 4- WOCI)i�N FRAM� CR EIX�IVAI,LNT AL TY
0� '��CTS AS ERECTED Ry THE EMCI"'EER,
N-ilYiN 14 CASE ARE PECUPED, TOLD FAFR�C 3' OVER THE W'R, A�D
STAPLE OR WIFE PTIIBS CIN 21 C_C�
(3) EXCAVAT- A TRENCH A UN'VUU OF 4' WIDE A, 6' DEEP TO PITY
AND ANCIIOR 71`� GEOTEXT!LE FAGRIC� FOLD M47FRTI!L TO FIT
77E,N'H ANT BAEKFILL & COMPACT TRFNCq WITH �XUAVATED BUT,
oi WRE SUPPORT FENCE SHALL BE 14 GAG, ML-4KILH 4OVEN ARE. WITH
A MAXMLkA MESH SPACNG OF 6% SECURE TC� CF CEOTEXTEE FABRC
TO TOP OF FENCE WITH STAPLES OR W;PE WNGS Al 2' C-C,
C5) GEOTEXTlE FASFX� SHALL BE RFN�,`RCED WTH AN INMUSTRIAL
POLYPROPYLENE NETTING WITH A MAXIMUM M�SR SPACNG OF y4l
07 ECUAl_ A WEAVY CUIY NYLON TOP SLiPPORT CO�D OR ECUIVALENT
is RIOUPEG�
ot STEEL POSTS S�Atl BE STUDDED �IEE� OR TO" T'IPE NOH A VNMUM
WEIGHT OF L28 LBS/LINEAL FCOT (WITHOUT ANCPOR)� FIR ANCHCRS
KjrPC�ENT 70 RES15T POST MOVEMENT ARE RECITRED, WOOD POSTS
SHALL BE A M)NMUM SIZE OF 4, CIA. OR V/," X 3t/s" EXCEPT WOOD
POSTS FOR GEOTEXTILE FABRIC REINFORCED WITH NETTIN' SPALL BE
A MINIMUM SIZE OF 110, X DC,' OAK OR HICXORY.
ALIERNATES, A & B ARE EMIAL AND EITHER MAY RE USES.
1 11
TIEBACK BETWEEN FENCE
OLD
SUPPORT IOPP_
-V
POST AND ANCHOR
FOLD
3' MAXL__T
WOOD POSTS@
I
GLOTEXTLE_
I
I
LENGTH 4'-0" V�L_.
FABRIC
NYLON DOWD
SEll
ING
GEOTEXTILE
I 'ME
2�_G'� WN, DEPTH
IN GRCUND 0.
FLOW
SILT
FENCE
Sup OR7 FABRIC
NIT NO
SUPPORT
FENCE
U1,
FLOW OFECTION
FLOW
'�ANCHOR S7AKE
WIL IS" LON
GEOTEXTkE FABRIC
- — ----- - --- RENFOPCED WITH
SLIPPORT NETT116
GEOTEXTXF.
SILT FENCE
TIE BACK
FABRIC ONLY
(WHEN REQUIRED BY THE ENGINEER)
BACKFILL IS COMP CT
IL'
TRENCH WITH
EXCAVATED S M
6
WOOD OR STEEL POSTS, ATTACH THE FABRIC TO
A I
BACKFILL & COMPACT
LENGTH 4'-0' MIN, INS POSTS WITH WIRE
TRENCH WITH
2'-Q' V.N,DEPTH IN STAPLES OR WOODEN LATH ":I�
EXCAVAIED ERIC
GROUND AND NAILS
IS&'
CA
FLOW
GEOTEXTULE FABRIC
iv
WITH ALTERNATF
SUPPORT COMPONENTS
"B"
OXTA
ALTERNATE
So's
NOTE: ADMIDONAL POST DEPTH OR TIE BACKS
EXCESS
FABRIC
0
MAY BE REOLARED IN UNSTABLE SOILS
---
STAI
DEPARTMEN
TRENCH DETAIL
_____7
-APPROVED
ALTERNATE "A"
d___lL8_S
rn
SILT FENCE
DATE ST
IJ
Rafffiffif m—.
a
, 010
METAL
APRON ENDWALLS
PIPE
MN� THTK�
D!MENS
ONS
aes)
APPROX.
vnchesI
A
__37H
SLOPE
BODY
L
L I
L2
W
fl�L�
STEEL ALUM�
lky)
OXILX��
PU"I
Al [/,-;
0)
(D
I.
.2")
12
11
171/, -
24
7,/2., - I
I pc�
F6'A
�C
Ob"
7
a
26
14
2EY,
36'
--- -
v/'ic I
— -
I PC.
-------
2B
-S9
-42
El,to 1
1 PC-
'Y
2'/,to 1
1 Po�
10
C
6
'41
'' -
3
- 3 V4,
-
12
-
76
-
B
-
51
IS -
52 I/
2/,
p c,
�I,5
14
19._
72.
2y, t c, _ 1
2 PC.
4 ?
IF
22
n
8 4
2 �121 o_j
? f G,
�I"13
irs
�iO5 -
"1 13
27
12
F8
24
m
90
_j�2_
S/,to 1
3 PC
S,
�nS
-
�'.05
IS
-
30
__ -
12
___ -
84
_ ----
8�1/_
z
2'/Sf& 1
3 FV�
--
R,
'0_�
3 pc�
S,
12
R7
12D
2 to 1
3 PC'
'I
3'
8T,
US
C ho 1
3 PC
78
��C'S :I
A G__
JG
-8-7
ILL,
II/'to
31 PC.
IS
45
D
ST
UI8-
I'C'to
30
l"O 4
-
'105,
S
17
IS
af
144
1'/, t 0 1
3 Pc�
X FTCEPT CENTER �ANEL
SEE GENERAL IMTES
A W
PLAN VIEW
CIA,
F E OF 0 A C E 0
EDGE ISEE
(D SECTION A-A�
END CORNER PLATES MAY
BE FASTENED TO APRON
PROPER BY BOLTS, RWETS�
OR RESISTANCE SPOT
WELDS WHOP WILL HOLD
THE SURFACES TIGHTLY
TOGETHER
REINFORCED CONCRETE APRON ENDWALLS
p7
BE
DIME
APPROX�
DfAo
T
c
0
E
G,
SLOPE
2
2
4
4-
24
4 S',
*LA
G4
2
3 - I0 I -
35
_fT
46
73
2
3 to
19
2V2
4S
4
4
'F
73
'1
3 77i
3
Y
3�
4 P,
21A_
14
3
97,
S7
43/z,
3
30
30
73'/'
4
171
IT
12
2 , -
-1 731/,
54 _
1_0
10
3Y2
12
L�
54_
" I'S
19y,
_ ",
_
Fo
VU,
3 -to-
'o
I
jo
97y,
T2
4
3 I
-IS
42
63
�5
9 B
78
4R
5
;A-
�
72
26
54
2,7 A
13, 3c
3 /A-
O'v' "cc SO
"'12
21,10 1
*_
-Ps",
60
1
33
3
.1
R9
-
5
2 to 1
ED
66
6y'
24
TZ-75
21�27'
SO,
-51/,
2 to I
77
7
-
36
99
105
6
2 to I
78
7B_
84
9
116
90'/,
21
_99
DIV,
ICU
o
By,
-41--
-871/,
24
IUO2
11?
6'/z
T/ztO 1
opno"L_
DESIGN
-v�lvum
�*MVX]vum
61M
END COONER G\�' C
PLATE
iU"" LA, HOLES PON TOE PLATE �SAME TPICKNESS
BOLTS OR RIVETS --- 2' AND METAL AS APRON) SHALL END VIEW
12�1 C-C MAX. SPACING 2 BE FURNISHED WHEN CALLED
END VIEW FOR ON THE PLANE
GROOVED END 04 OUTLET END SECTION
TONGUE END 04 INLET END SECTION
CULVERT
SLOPE
AFASUNI,U Lt�IV�m END SECTION
OF CULVERT (TO---,,
NEAREST FOOT) BAR OR STEEL FA99 ' 'C A
REINFORCEMENT
T
LONGITUDINAL SECTION
CONCRETE ENDWALLS
SPOLILDER
SLOPE L
PIC
FLOW
LINE
lj
UL
T' h DE� 12 GA. M.109"
TNCK� 34LVANInD S7RAF
WITH STANDAPD F" A ILI"
HAND B'LT AND NUT
ALTERNATE FOR !YPE I CONNECTION
END SECTION CONNECTOR STRAP
P
cci1PC1c`l
Lo'D CULVEI T
TALK TYPE COP,NCUTCR LUG L UG
CP ALTERNATE CCN','-_CTCR
,7RAP (SEE DETA1� :7--
MWASUP"D LEN01H
CF 'LEVERT
TYPE 1
GO L' � HR U 24' CGRQ� P,"
PREADED To,' CIA, POD
OVED TOP OF APRT4 ETE --- RCD HOLDER
LUGS TO O� R�VETED TO
APRON
MEASURED LENGT I
OF CULVERT
TYPE 2
FCR 30' T�PU 95" CORR, PIPE
MEASURED LENGTH COUPLING BAND
O� CULVERT REQUIRED
SECTION
CONNECTOR SiCTION -RIVETED OR
BOLTED
TO BE PAID F
PART OF END
TYPE 3
FOR 42" THEO 96" CORR, PIPE
DAPPLED OR CQGPD9�D 2 - So- X 6-
COUP No SAID
I. BAND BOLTS
FoVET,ED OR BOLTED AT
UMPLES (6" C-C FOR V74SURED
LENITH
CORRUGATED BAND) OF CULVERT
TYPE 5
ALTERNATE FOR:
ALL SIZES CORRUGATED COUILAR P:PE
NGTE� OA,FLED BAND FITS OVER OU7SBE OF ENOWALL,
AND CORRUGATED BAND FITS INSIDE ENDWALL�
DIMPLED SAND MAY BE USED WITH HELICALLY
CORRUGATED PIPE.
FOR CIRCUAPERENT�ALLY CORPUCATED PIPE USE
ENDWALL CONNECTION F-TALS 1,2,3 OR 5
AS APPLICJXBLE�
FAIR PUCILLY CORRUGATED PIPE USE ENOWILI,
CONNECTION DETALS L 2 ON S�
FOR THELICALLY CCPRUGATED P�PES WITH TNO
clocuYFIREINTIAL COPELIGATIONS AT EACH END
USE CPDNALL CONNECTION DET415 L 2 OR 3�
CONNECTION DETAILS
C." V� OT-U, OR
7pcy AIUIIINUM
C C
SFDL C�I 0�075' IT'1�
O'E"
D SEC-T'n
r_' v T, �'L 07
A� 6 '-C, CLIP'-
0.7F'
cu "PRCN
C'_7
T,.F
;C BAR
YiCLILLD SNUGLY AF�)'�Sl C
FEL EGG
SECTION A -A
lwdmwff��
DET4ES OF TO, N
,4STpUCUQN, maTEIVAIS 4I4T N07 SW)W, AN
TR�S CCAW'NC SHALL CONrCPM TO THC P-�RT�N�_NT P"CU'?EIVIJJS C" I'
STANDARD SPE, � CA __
CIVICATIONE AND THE APPLICABLI SUE, L
CONCRETE CULYERT ENDOALLS MAY NOT EE LOD wj',4 GAI_VAILZILD STEEL
OR ALUVNLJM CtRVF1RI FEE OR %TSE vERIo, GDLVAY,IZCD STELL CR
4LUV NUM ENOWALLS SNELL HORMIL�LY BE ISTAI LED OR CUC'VERT p P-1
OF THE SAME METAL.
ALL THREE PIECE STEEL �PRCN ENCWALLS FCq 69 D'Co,
_!t�R P,PE AND
L APSES GRITS HAVE 0,109� SIDES AND 0_136' CY"JER PANEL S� ALL
7FREE PIECE ALUMNUTA APRIN ENOWALL, FCTL So P�PE AND
LARGER SHALL HAVE O�VR' COSS AoD 0.114' CErOER PtN'LS� THE WD714
OF CENTER PANU.S SHALL BE GPCATER THAP4 20 PERCENT OE TH- PPE
PERIVETER.
LAP SEAMS SHALL BE TIGHT0 JONED By CALVANIZED RNT5 CA BU IS
IOR STEEL U'�ITS AND ALUMIJUM RNEIS AND LQL�S FC"I CIUVIIUN
Fop TIRE 60, 95'CAVE7ER APRON ENDIVAIA SIDES, TIE P'FPIFFPCED
EDGES AND "N3EP PAN"' SEAMS SHALL BE FURTY"Eq PUNFOPCF1, �"I;
CALV4NIZED SIEEL OR 4LUVNUM SPFFENEG ANGIES� 11K ANGLEC SP-LL BE '
ATTACHED By C-tLVANCED PUTS "I'l BatjS FOR STFEL ll�,7Y 4UP Al_LIJNu,
NUTS AND SOLTS CR A�LUAPRIJM UMTS.
PIPE �wo CR MOPS P�PFS WSH APROH ENDW�LLS LAlD 43JACEN
TO EACH OTHER. THEY SHALL BE SEPARATED BY A ESTANCE S!�,-F�,,IINT
TO PROVIDE A VNXJUM CLEARANCE 0, 6 EF74"P4 AP�G'k 1-NUNALLS.
(D FOR PPE SP!ES UP To 6U� DIVAETERO A RG, pon[C EDGE MAY 8� 0"fo
INSTEAD OFF STEEL ROD REINFORCEMENT SEE SECTION 4 A,
1.1
-7-
PIPF ARCH LLLIPTICAL PIPE
END VIEW
C,1O0VFD EFD 01I MLET END SECI�OR
�oG ON NI,rT f UN
P of I", co _OD SECT!'
c" "I,� �,RCH
t' LIF F,AL
T
LONGITUDINAL SECTION
CONCRETE ENDWALLS
REINFORCED
EDGE (SEE
SECTION A -A)
PLAN VIEW Et-
, c, R'�-V SLATES MAY BE
FAS7p;,,� IS VpRCD PROPER By
T__Bo� T,,,, FV,E TS, OR RESISTANCE
SPI R
, I AELO, WRSH WILL HOLD
7p, SU,-joCPS TIAHTLY TOGETHI,
ED I
END COENE 'D 4
PLAT \ _'' ,
F-i m
01 A H 01 E 5 1 OR
BOLTS OR RIVFTS '� — _�\ TICE M,ATE (S4MIE TPGKNESS
17�" C-C MAX, R No y TIRU ZTI \_AND METAL AS APPON) 51DLL
SPACING BE FUPNISPED WHEN CALLED
C' 7HPU 751 FOR ON TH� PLANE
END VIEW
L -
FLOW
LINE
C '9
OIT1314-t. DIEGO,
T_
PLAN VIEW
2- X IFo*
li"N�V,s � rch-0 'V_
MN, TH'CF_ __ 7_ w
L
I/ J I TI I ITt I I i?"!
C
3" X I" CORRUGATIONS
N, THICK.
DI (nchesG � H � C
v11h1;7 III, X�"'�"' I' B
, P� I
I-. D
NOIE:ALL SPLI'ZS 70 2�1 LISP PoE71 OF 6CILTM
0-101' ILVCK GALV�STEIL OR
0,109� THICK ALUMNUM
%- CIA, RIVETS SPACED
WPRCN AT 61, C-C
STE#ALL II ECD� Y 0.079" TRICK GhLV�
SHEET STFFL OR 0,075" THICK ALU'A,
�___TCBiNG SLIPPED OVER SHEET
AND RIVETS PRIOR To FABRI�
CATION OF THE END SECTION
)II,,, DR, x VL GALV� STEEL OR
ALUNO9UTTONPEAD MVEIS
SPACED AT 6" C-C. OVER -
LENGTH OF RIVET L 03311
_'O' IN,
�=20a__ rUISDE OF APRON
SIOEWALL SWEET
EDGE OF CCEWALL SHEET vNIMUM /1," 014. GALV�
ROLLED SNUCLY 40AINST STEEL RCG OR NO, 4
-�,STEEL. ROD GALVIREINI'011CING BAR
I
T�
��o -, ' 4—=,D
LI L_ V,' I6PFROXJ
mm��
7i,
C" 1?1/"
OV,
42
0 j
to I
Ln
RY-to 1
7 4 - � I I
- �
12
L
11v
oo
1
2
VA� Qj t
TIi
�Q
L2 R
01 L-2-)
TIT S,
p
.—A
!F2
V'to I
174
-
D4
�EXCFPT CENTER
PAN"L
S-IE GENI-RAL
NITTES
OD HOLDER
OVER lop OIS AppCU.
LUC� I'D BE RIVETED
AFRON
VEAWED LEN
P�Pr ARCH
TYPE 2
FOR III- A 13" TPRIJ 112' A 75- IFFE ARCH
tENGTH COUP'LiNG RING
RED',' RED
W—Z
CCN'�rCTCR 1 2"
CcNNECTCp SECTION _'R: PI"CTFD OF
TO BE P4'D FOR 45
PART cr END SFC110,
TYPE 3
FOR 54� X 4o' TI',U 112" X U5` PRE ARCH
ONJPI_FD OF 2 X 6'
CORRUGATED BANIS SOLIS
CCI St.I,D
RjVp,� ED OR IEO�TEO A ME4SUFFIE LENGTH
DIMPLED If," C-C FOR or PIPE ARCH
CORRUGATED BANO�
TYPE 5
ALTERNATE F OR:
ALL C,[HI
, CORRUGATED PIPE APCHES
NOTE: DIMPLED BAND FITS OVER QO7S2F OF RNDAALL�
AND CORRUGATED BA14D FITS !NSIUE ENDII
CONNECTION DETAILS
FIDNFORCED
CONCRETE
PIPF
41"�',"
t"Ll
-
LIN,
,
c
I)
TI U,
2 91
[ 1 j 3
3S
7
3 to I
3"
I,
S"
I �
GO t3 ,
�0 I
Y'
9E
[2 3 to 1
3
"0
i
C,
to I
5
6 0
134 3 t
I F,
4
�n
PT
C
72
3�
'* NOVID" si"E
GENERAL NOTES
DITAILS 07 CONS7OU"'ON, MATERIALS IIUD )IORKk&hNSHP TW SKIIIII ON
TO THE pEqj,pFj OF THE
T,,P, ORAACNG SHALL CONFORM
STANDARD STPCF�CAT:T6 AND FILE APPLICABLE SPECIAL PROVISIONS.
coDCRETE APRON ENDWALLS MIY NOT BE LSED eNTR GALVANIZED STEE' OR
ILUMNUM CULVERT PIPE OR VISE VERSA. CAL'AtNiLZED STER OR `UL'XFN""
ARBON ENDWAILLS SHALL NORMALLY BE FrETALLID ON CULVERT PTE OF "Fr
SAVE IF -TA..
ILL THREE PIECE STEEL -LOC1,I ENDWALLS FOR 71 X 4"' FITE OVC�' AoU
LARGER SHALL CENTER TPIREE
o.jog" GOES AND 0.135 PANELS, ALL
PIECE ALUMNIL'M AvPCN ENDWALLS FOR 71' A 47' PPF APED AND LAFG�R
SHALL HAVE O�:O�5' SLAS AND 0 * 134' CENTER PAN'LS, THo '41GTH C;
CENTER PANELS SHD.L BE GREATER THAN V) PERCENT O� TIIE P'F�, ARC"
PFR%IEIER�
LAP SEAMS SHALE BE T[G47Ly JUIDD V GALVANIZES RUET� OR EMS
FOR STEEL UNITS _,FD v_VvT4Um PrvtTS AND BOLTS FOR ALUVOLIG UNES,
FOR TI,F 52' THROLIGH RZ' X 75' APPON ENOWALL SIZES. THE
p-T?;FCRCE0 EDGED FoG CENTER PANEL STAVE SHALL BE FURTHER
WFF,4 GALVANIZER SIFEL OR ALUMNUS S7TFENER ANGLES, TPC AN,� 1,1ALL
BE ATTACHED By GALVANOED ROTS AND SOLIS FCR STEEL UNITo AND
JrCuwNjM PUTS AND BOLTS FOR ALUVIALIV UNITS�
AHERE TINO OR'KGRE PTES WITH APRON ENCKALI.S, LAD ADJACENT
5,7AIIIE qUIFICTNT
TO FAIGH OTIFIER� 1�y SHALL S, SEPARATED HE A 0,
, En APPOD EHOWALLS,
TO PROVIDE ; IANVoM CLEAqANCE OF 6 INC'E� EFT61
IT, FOR PBE ARCH SIZES LIP TO 73' X 45" A le'J' EI EDGE M�f BE
IDES USTFAS 0,
, STEE� ROD pEIF*C7CEvF,j. SEE SFCTFN A�A,
S.D.D. 8 F 1-10t
if�� �41�
APRON END*AIL ICR 6 OCH DIAMETER PIPE WAY BE,
SUBSTIrUTED FOR 7HTS SIZE PROVIDED THE HOLE IN THE
PE4DWALL IS SIZED AND LOCATED TO CONFORM TO THE
4 NCII DIAMETER PP'� DIMENSIONS F & J)
NO. 4 PE BAR
CUT CIA
A
A
T-
F�— —
I
NO. 4 HORIZONTAL BAR
glumEm
PYRE END SHALL EXTEND APPROXIMATELY FINCH
NTO THE ENDWALL TO ACCOMODATE ATTACHMENT
OF THE RODENT SHaD (COUPLING REDURED FOR
PVC GRATE)
VIA- CLEAR ,— OPTIONAL HANDLING HOLE
A
G --
SECTION A -A
I NO. A HORIZONTAL BAR
'v
t
wrollmu
gm
T- — D--1
NO. 4
VERTICAL BAR
NO, 4
HORIZONTAL BAR
',—AID4 VERTICAL BAR
ICL DR� HDLE
�/�FOR SPAIN PIPE
r
I
DETAILS OF CONSTRUCTION. MATERIALS AND WORKMANSKP NOT ORGAN CN
THIS DRAWING SHALL CONFORM TO THE PERTINENT REOUREMENTS OF THE
STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS.
ALTERNATIVE DESIGNS WHICH PROVIDE EOUIVALENT CAPACITY AND STRENGTH
MAY BE USED WHEN APPROVED BY THE ENGIICDEP� EALOWALL May ELE
EITHER PRECAST OR CAST-N-PLACE CONCPETE�
THE UNCERDRAN APE SHALL BE FULLY INSERTED AND SEALED INTO THE
END*ALL WITH CEMENT MORTAR PRIOR TO BACKTILLING AROUND TP- STRUC`IURE�
THE UPPERMOST POINT OF THE ENDWAILE SHALL BE PL�CED FLUSH WITH III,
ROADWAY SLOPE� ADJACENT EMBANKMENT SLOPES SHALL BE SHbPEO TO FIT
THE SIDES AND TOE 0, 7F, EIVEIWALL. EXACT PLACEMENT OF THE OL17rALL PPE
AND ENDINALL SHALL BE CETERMNED By THE ENGINEER TO MATCH THE ELEVATIONS
AND FLOW CIRECKON OF THE ROADSIDE DITCH,
THE OUTFALL PIPE AND RTTINGS SHALL CONFORM TO THE REGUAELENTS OF TH',
STANDARD SPECIFICATION FOR POLYVNYL CRLCRGE �PVC) PLASTIC FRAIN, WAS7E,
AND VENT NPE AND FITTINGS. ASTM DESIGNATICN:026R5, WhLL TW.CKNESSES S-ALL
MEET THE RFGU�REVENIS FOR SCHEDULE 40 PIFE� ALL PVC JONTS SHALL BE SA�VENT
AiLDED EXCEPT THE PVC DOCENT SHIELD *POH MUST BE REALOVEbSLE� THE OUTTALL �,'E
INCLUDING ALL FITTINGS AIND THE RODENT SHIELD SHALL BE MEASURED AND PAO FOR As
PIPE UNDERDRIU!,K UNPERFORATED.
02 THE RODENT SHIELD FOR A 4-;NCH DAVErETT OUTFALL PPE SHALL BE A PVL rRATE
AS ILLUSTRATED. THIS GRATE IS COUVERC14LLY AVhILIBLE AS, A FLOOR STRAINER,
THE GRATE SHALL BE F'STENED TO THE PIPE WITH ONE OR MORE NO, 10 X -y'-NCK
STAINLESS STEEL SKEET METAL SCREWS,
03 THE RODENT SHIELD FOR 6 NCH DIAMETER PIPE SHALL ED HOI DIPPED G�I,VANZED STEEL
INDUSTRIAL *[BE CLOTH 3X3 MESH, �063' X .063' *RIE SIZE F48DCATEO �O FIT ON OR
IN THE PIPE END, RODENT SF,'ELDS $HALL BE FASTENED TO THE PIPE END !N A MANNER
THAT ALLOWS THEIR EAST REMOVAL FOR CLEAIVRr— BOLTS� SCREWS AND CONNECTING
BANDS SHALL BE GALVANIZED.
1,
m
N I
OTE: ORIENT SRELD 50 SLOTS
ARE VERTICAL.
21
-033 MAX.
RODENT SHIELD
tFOR 4-14CH DIAMETER PIPE)
MOTU DIMENSIONS ARE APPROXIMATE, THE GRATE
IS SIZED TO FIT INTO A PIPE COUPLINC�
�063- Mc AFTER
GALVANIZING
NO. 4 0
HORIZ04TAL BAR MESH SIZE FOR RODENT SHIELD
ON 6-INCH DIAMETER PIPE
REINFORCED
CONCRETE APRON ENDWALL
FOR PIPE UNDERDRAIN
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
APPROVED
DATE T�
ES'r. ENOIKEER IQ' .*IS
ROLIS TO POLO THE
SUPFACE
C TfGHTtY -TCGF7��q
[OR C� SLrP-O
END SECTI','�
--LE
TIG-1 OF si c;I'D
E�'D SLC� 4 'O"'ES EDGE FULL
TMIN, --
--LIENGTR 01 S�QTION--
Pat� 0 12' �SE' SECTION-
C 42-
CIRS, (MAX F H01 - ES a 2'
CTRS. IVAIKO
IN
.........................
2' - I H
I W
-4- 1 - - - - - - -
OVERALL WIDTH
FRONT VIEW
FRONT VIEW TO- PLATE EXTENS' N
WREN P-QUIPED
YPI
"AF-7T SAI
I I �' -,
B� B T i
t A S�ZE
j
TRANSVERSE . . . . ..
SAFETY GAME Oyp'�
L----- --
SIDE VIEW
(43� SIZE )LLUSTRAIEW
FIPE 01 3- 04LVANIZF D PPE: FLATTEN
AT LOCATACNS WHERE TRANSVERSE ---7
BARS WlL BE ATTACHED
48" MAY
LONGITUDINAL SAFETY BAR
7 1
OuP IT
HOLES
3- GALVANIZED POE: FLATTEN END,
THEN SEND OUTS*E 4�� TO MATCH
END SE�TION SIDES.
TRANSVERSE SAFETY BAR
MASTIC FILLER REOU'RED
NOTE: MIMMOM 7/,- DIA�
TVR7ADED F,- DIA. ROD STEEL END SECTION SHALL GALV.STEEL ROD OR
OVER TOP OF APRON, SCE BE FIRMLY WEDGED INTO PER, 0,4 GALV.REIN-
NCI�4 GGALV�'
LUGS TO BE RIV17ED TO END BEFORE BACKFtLLING 'ORCNG BAR
APRCN I
T—
TAPERED SLEEVE TO BE
BCD 15, 12 GAGS SMOOTH GALVANIZED EDGE OF SVEWALL
SIEEL. SEE SECTION B-B SHEET ROLLED TO
NO
'RGX.j
HOLDER VAR.
DETAIL FOR END SECTION THE OUTSIDE SNUGLY
I ATTACHMENT. AGAINST STEEL ROD
MEASURED (APPROX.)
RT
OF CULW SECTION A -A
TYPE 2 CONNECTOR DETAIL STEEL ADAPTER SLEEVE FOR
CONCRETE PIPE
GENE.RAL 'NOTES
CC"s �QU— ��, MATERI.�Ll AND NORXRANSH "' NOI
, No
TO -,j�: IIPT,�'�-IIT R'QU�R-VtNTS r-, THE STANDA"D SPF�CT'RAI �NS AND
S�I`DIAL. P�OVA`D'6�
SAIF�Y G�,ATHS SWIO-L i 8; FARP'CATED FROM 3-N`-P, DIAMETER GALVANIZED PIPE MTE7lN
T'-E r-'CL�FV' '47' O�� ASTM A-53, GRArE B,SCHErULE 4C, OR APPROVED EM�al- TPA
LUNMTUD�,IAL PAR SPIM-1, BE WELDED TO THE 1PANSY-ROE BARS WwRE TH, BARS c6s",
�,,r NLJV�'R U�' TRYNSVERSE BARS REQUIRED WILL yARY CEPENDNG CN TP',-' LEN,,rH OF THE
ENF IEC�LN�
SLOPED STEEL EPrW4LI.S LOCATED AT THE ENDS OF CONCRETE CULVERT PEE SMALL SE
FURNISHED WITH S"IFELADAPTER SLEEVES�
SLOPED STEEL ENDWALLS FOR CULVERT
PIPE CROSS DRAINS
OPE
A11% TRIM
DWENSIONS (MheSH
L U%kN!SIUANR
DIA.
N�
EASE
A
9
OVERALL
W
L�ORPE
LENGTH
=hENHGE'SH
w
W110TH
36
12
9
42 6
01
AF-
�joq
17
48
All -
-1 iz ai-
4 S
.109
12
16
12
54 86
4�1
54
.109
1
TO
60 92
4-i-f
.109
12
16
17
66 PLY
4
SLOPED STEEL ENDWALLS FOR PIPE ARCH CROSS DRAINS
EQUIV,
INCHES
WIN. HICK. DIWENSIONS ancheS�
L CMFNSIONS
DIk
OV HALL
fli,L)
INCHES
36
4
--4u-
49
33
-1103
� 03
12
6
10
55
7
3B
.170
12
1
64
43
�109
12
16
lz
70
1OZ_ I
60
71
47
9
12
^OR
� RUGATION SIZED
TO FIT PIPE OR SLEEVE
SLOPED STEEL ENDWALLS FOR
SLE V�
CULVERT PIPE AND PIPE ARCH
CROSS DRAINS
STATE OF WISCONSIN
SECTION B-B DEPARTMENT -Of TRANSPORTATION
-7,1e�# -
TE
111W.
0
10:1 TAPER
THIS CONTROL LINE IS
ESTABLISHED BY A 10:1
TAPER EXTENDING FROM THE
FART -EST RADUS CURB END
TYPE "B"
b
AD
C6
0
1FROLIGH -!GHKAY I
low
COI�CMET[ CUPS A, GUTTED �6% TAPER CURB HEIGHT
0' TO 6- 11 10'-0" LENr TH AT ENDS OF CURB & CUTTER
SECTIONS, WHEN SPECSFD ELSEWHERE N THE CONTRACT,
PROVOS CURB OPEN'NG AND FLUME.
(D 10' TYPICAL
THIS CCNTRCL UNE IS ESTAPLOVED
BY THE TANGENT PONT CF TV,
CURVE WITH THE LARGEST RAPRS�
FADS DIMENSIONS FOR TYPES
"B", 'C'* AND 1)" INTERSECTIONS
0
R,
RZ
65-70
3735
t70
75-80
40
70
100
50
55
105-530
5Q
45
TYPE "C"
DESIGNS MAY BE USED INTERCHANGEABLY III COMIFNATION1 OR SEPARA7ELT FOR ANY
ONE COMPLETE INTERSECTION DEPENDING UPON INTERSECTION ANGLE AND.SURFACNG
OF EACH APPROACH ROADWAY,
- - ------ - 21DE ROAD SURFACING NOTE
WHEN THE SIDE ROAD IS P40T PRESENTLY PANED� MOVEMENT SHALL BE. PLACED TO
THROUGH HIGHWAY -------- - ---- - THE LIMITS SHOWN UNLESS OTHERWISE PROVIDED IN TH- CONTRACI. R�HERE THE
I CONSTRUCTION LIMITS ARE SEYCTAC llz RIVING LMU5,CPUSHE0 AGGREGATE SURFACING
LL BE PLACED BETWEEN THE P&'V!,N'G LIMITS AND CONSTRUCTION LIMPS,
W 14,
WHEN THE SIDE ROAD IS PRESENTLY PAVED� NEW PAVEMEP47 SMALL BE PLACED TO
W THE LIMITS OF DESIGN AS SHOWN A14D BEYOND, F NECESSARY, TO MEET EXISTINC
15W PAVEMENT.
12' '�-Rj WHEN THE SIDE ROAD IS THE CONS7RUCIION PROJECT, THE NIERSECTION SURFACING
W SHOULDER WIDTH SHALL BE THE SAME AS FOR THE FROJECI,
R2__1 L (D OR 5'MIN, EXISTING SURFACE
10
AI
RI IN SHOU DER WIDTH
,_(D OR 5 MTNL
I I
I NOTE:
10:1 TAPER—- I TYPE 'D" INTERSECTION IS
A TYPE "C' INTERSECTION
WITH CURB & CUTTER
THIS CONTROL LINE IS
ESTABLISHED BY A 10;1
x
TAPER EXTENDNG FROM T14E AT -GRADE SIDE ROA�D
FARTHEST RADIUS CURB END iNTER SECTION, T Y RES 'B%4C'AND V
TYPE "D" F
m I Il'-A i P", VGRC NA ES
500 200,
"A � H7 o" -IQ 6' N zr,�o`
'7 1
7-,
1-6" OR 2' 6' RAPA,'S
4�,cn -- 800 OR MORE
JOINT VI7ERIAL
= EVSTING SURFACE
PAVEMENT
lCONCRETE
CURB
NOTE:
SLAND COPPER WILL BE
PAID AS CONCRETE CUM
PLAN VIEW
2" ISLAND
2'_O ,/,---SURFACE
CRUSHED AGGREGATE
BASE COURSE
SECTION C-C
ISLAND CORNER DETAIL
(TO BE CONSIRUCTED AT ALL ISLAND CORNERS)
CONCFETE CUIIB & GUTTAR 16 , TAPER aL B PEG
LENGIH AT ENDS OF CURB A COTTER SECITNS, WII14 SPCUlTD ELSEWf"RE ;N
THE CONTRAC7. PROVOE CURB 01ENNG AND FLUPE i
ol �O TVPGAL,
TABLE OF DIMENSIONS FOR
VAMABLE SIDE ROAD INTERSECTION
ANGLES
IINIERPOLATE VALUES FCP ANGLES NI7LT SHOWN)
ANGLE
COORDNATES IN FEET
2y]
LENG114 lN FEE
0
(MEASURED FROM PONT "0"1
DEGREES
A—
G H
H
T77
,? 7 � 44
6 4
32.3 67,4 4,9 65.1 'b9,9
bV
414.
4w
65
I 5L 70.5,-
28A 616 a.5 803 :661�
0.0
0. -12.0 —1t L_-,
70
ol
70.
0.0
0.0 6.5 54.2
24.6 Sg�T jLC 76j 164.1
7.9
?LE, 55.8 13�8 71.4 LELA
75
,p
53�3 155.
b.5
IB,9 52.0 Im —
3
0.0
0 -12. 156A
tilffolfs"Umll
Iw
THROUGH H;CHWAY - -- ---
--77777--7=
AU)QLIARY PASSING LANE
PASSING LANE DETAIL
OIR
I
a
0 ACUTE ANGLES LESS THA
$"EF K_�,p
,,7AL
ETF CURB
�C�' OR 1�11
YR -- �
NOTE
THIS SHEET IS PEOUIREO WHEN TYPE -4
tAH'ERSECTAONS ANDIOR PASSING LANES ARE
SPECIFLED, SEAT GAG So SUPPLEIVENTS THIS
SHEET,BOTH SHEUS ARE PCOUHIED WHEN
THIS DRAINING 15 CALLED FOR IN THE PLAYG
T-
7,
CONDUIT TEE
BOTTOM OF CONDUIT TRENCH —,7 GENERAL NOTES
I
ARROW MARK 70 BE INSCRIBED
IN PAVEMENT SURFACE I/,' TO
DEEP AT EACH LOCATK)N WHERE
CONDUITS ARE PLACED UNDER
THE PAVEMENT
CONDUIT I- DIA. X 6" T
KEELS
EDGE OF
-IENT
OR BACK
CF CURB
NO�2 COARSE
3'- AGGREGATE FILL
PLAN VIEW OIA� OR SQUARE -
ARROW MARK NOTE� INSTALL AT LOCATIONS WHERE CONDUITS CANNOT BE PITC14ED
TO DRAIN INTO A PULL BGX�
DRAIN SUMP FOR CONDUIT
NORMAL
PAVEMENT
THICKNESS
ARROW MARK INSCRIBES
IN PAVEMENT SURFACE ON
Z OF CONDUIT ISOTH SHE
I
CONDLMT, PITCH TO DRAIN
SIDE ELEVATION
DETAIL FOR CONDUIT UNDER PAVED HIGHWAYS
--T
DETAILS OF CONSTRUCTJO% MATERIALS AND WORKMANSHIP HOT SHOWN ON 7815 DRAWING
SHALL CONFORM TO THE PERTINENT REOUREVENTS OF THE CONTRACT.
METALLIC ISTANDARD SpEC1-,�CAUON 6131OR NONME7ALLF� �GTANVARD SPECIFICATION
6DICONOUT SMALL BE FURNISHED AND PLACED AS SHOWN�
DEPTH OF CONDUIT INSTALLED BELOW THE TRAVELED WAY SHALL BE 24 INCHES M:N'VUM
AND 36 HOPES MAXIMUM.
DEPTH OF CONDUIT INSTALLED THAT IS NOT BELOW THE TRAYELED WAY SHALL BE 15 INCHES
WWWUM AND 36 INCHES MAXIMUM,
ANY EXCEPTION -TO THE MAXIMUM DEPTH SHALL BE ONLY WITH THE WRITTEN APPROVAL
OF THE V�G:NEFL
THE TRENCH SHALL NOT BE BACKPLLED PRIOR To ANSPECIION OF THE CCNOUIT�
ALL ME7ALUC CONDUIT RACEWAY ENDS SHALL BE REAMED AND THREADEIL
ALL M97ALLIC CONDUIT IN WWCH WIPE OR CABLE 15 TO BE INSTALLED SHALL BE BUSHED
WITH APPROVED THREADED BUSHINGS BEFORE INSTALLATION OF THE, WPE OR CAELE�
ALL METALLIC CONDUITS iN� WHICH WIRE OR CABLE IS NOT TO BE INSTALLED SHALL BE CAPPED
WITH THREADED PROTECTIVE CAPS� AS APPROVED BY THE ENGINEER,
ALL NONMETALLIC CONDUIT SHALL BE CAPPED OR PLUGGED IMMEDIATELY AFTER INSTALLA"TION,
NONMETALLIC CONDUITS IN WHICH WIPE OR CABLE IS HOT BEING INSTALLED SHALL REMAIN
CAPPED OR PLUGGED.
WHEN REQUIRED To CONNECT NONMETALLIC CONDUIT TO METALLIC CONDUIT, CULT U�L. LISTED
ADAPTER RTTNGS SHALL BE USED.
PRIOR TO CONDUIT ACCEPTANCE. CONDUIT CAPS OR FLOGS SHALL BE REMOVED, AND THE CAPS,
PLUGS AND CONDUIT ENDS SHALL BE THOROUGHLY CLEARED AND THEN THE CAPS OR PLUGS REIN-
STALLED TO ASSURE THAT THE CAPS OR PLUGS CAN BE EASILY REMOVED IN THE FUTURE,
ALL CONDUIT BEING FURNISHED AND INSTALLED SHALL HAVE THE U�L� LABEL FIRMLY
ATTACHED�
CONDUIT RUNS SHALL BE THE SAME SIZE PIPE FROM ONE END TO THE OTHER ITROM PULL BOX
TO PULL BOX-OR-JkNCTtON BOX To JUNCTION BOXI.
A -12 GAUGE, GALVANIZED PULL WIRE SHALL BE INSTALLED IN EACH RUN OF COHOUIT THAT -
DOES NOT RECEIVE CABLE OR WIRE UNDER THIS CONTRACI. THE PULL AIRE SHALL BE DOUBLED
BACK 2 FEET AT EACH END CAP OF THE CONDUIT FRJN�
grfl�Z
TABLE OF NOMINAL DIMENSIONS AND WEIGHTS
DIMENSION
IN INCHES
TYPE OF PIPE
CORRUGATED STEEL
POLYETHYLENE
FOR 32.5
PIPE DIAMETER
A
12 IZ 19 IS CA 24
12
PIPE LEN,37H
B
24 1 36 24 36 24 36
24
---- — - -------
*At L THICKNESS
C
0�064 0,064 0.064 O�064 O�064 O�064
O�4
COVER
D
10 V, HE 'S' 16 IA 16 'A Z2 'A 22 A
10 IA
FRAME
E
14 V, 14 C, 2 0 OA 20 Vz 25 '12 26 1/2
14
FRAME
F
8 V, 8 HI v, 14 �20 '12 20 C,
8 I/A
FRAME
--- — ---
G
------
IT v, 1? v, T�-7,;, -,1 '12 i DO I/L 23 V,
1/2
WEIGHT IN POUNDS
FRAME AMID COVER
6 60 HOT �!55
4 THE ACTUAL WPOHT OF THE MANHOLE FRAME AND COVER MAY VARY WITWN
5 PEPCENT PLUS OR MINUS OF TIFF WEIGHTS SHOWN.
NORMkLy USED LENGTHS� THE PROJECT ENGINEER SHALL DETERMINE IF PIPE
LENGTHS, OTHER THAN THOSE SPECIFIED. SHALL BE USED.
51��
DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS
DRAWING SHALL CONFORM TO THE PERTINENT REaPPEMENTS OF THE CONTRACT�
ALL FRAMES AND COVERS SHALL BE HEAVY DUTY TYPE, SUITABLE FOR VEHICULAR
TRAVFK� LOADS. LOCKING TYPE COVERS ARE NOT RLOUAED UNLESS SPECIFIED IN
THE CONTRAST.
ENTRANCE ROLES INTO PULL BOXES SHALL BE CUT WITH A CIRCULAR ROLE SAW
OR HYDRAULIC CONDUIT PUNCH, POLE SIZE SHALL BE THE OUTSIDE DIAMETER
OF THE CONOLAT THAT IS TO FIT IN THE OPENING PLUS NO MORE THAN tN'.
THE CONTRACTOR SHALL NOT INSTALL WIRE IN ANY FULL BOX UNTII ITS
INSTALLATION HIS BEEN 14SPECTED AND ACCEPTED BY THE ENGINEER,
GROUNDING LUGS (MECHANICAL. CONNECTORS) SHALL BE Ul, LISTED AND APPROVED
FOR USE WITH COPPER WJRE� THE MECHANICAL CONXIECTION INSIDE AND
OUTSIDE) TO THE PULL BOX, SHALL BE TOTALLY AND PERMANENTLY SEALED WITH
A SILICONE OR RUBBERIZED CAULKING COMPOUND AS APPROVED BY THE ENGINEER�
GROUNDING LUGS ARE NOT REQUIRED IN PULL BOXES WHEN VOLTAGES OF LESS
THAN 50 VOLTS AS ARE THE ONLY VOLTAGES ENCOUNTERED IN TYE BOXES,
DRAIN DUCT SHALL BE MEASURED AND PAID FOR SEPARATELY.
RODENT SCREEN SHALL BE 1JIL-CALVAINIZED STEEL MESH AND BE INSTALLED WITH A
STAINLESS STEEL HOSE CLAMP OF SUFFICIENT SIZE.
ALL METALLIC CONDUIT 14 WHICH WIRE AND/OR CABLE IS TO BE INSTALLED.
SHALL BE BUSHED BEFORE INSTALLATION OF THE WIRE AND/OR CASLE�
HEAVY OU
AND COVE
HAI
CORRUGA
WHEN A PULL BOX IS INSTALLED IN CRUSHEC
AGGREGATE SHOULDERS. PLACE IT 2-3
INCHES BELOW GRADE AND COVER IT WITH
2-3 INCHES OF CRUSHED AGGREGATE
ME
Ac
BOTTOM
T7AINLESS FTEEL HEX�IAU Y'CLr
Tj 7,
0- 1
STO� ---/ - HCOF
SECTION
ALTERNATE COVER (LOCKING)
TUHTENFHG BAR TYPE
CONDUIT BEFORE INSTALLATION OF
WIRE AND/OR CARL&
limm
E
HAY)
-IC CONDUIT
. BE REAMED
YED
IDS
D IN
NIT PITCHED
TO PULL BOXES
RICXs
SPACED
AN DUCT TO
OR SEWER
SPECIFIED
GROUND WRY FROM
ACE
DEAREST CAST 3 E
STAINLESS STEEL HARDWARE -
SQL'dUJT AMC LOCKWASHER
LUC
LUI
II/,- -A y'- A OF TPI
00741011m��
il li omm
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
APPROVED
�11
DATE
.4115 T A F N G'N76E R F 64
I
CONCEPTS PAVEMENT
RIGHT SHOULCER
RUMBLE STRIP
SECTION VIEW
tCONCRETE PAVEMENT EXTENDS INTO RIGHT SHOULDER)
VEDIAN SHOULDER (NIGR , T - SHMHDER
RUMBLE STMP LOCATION PAVEMENT
RUMBLE STRIP LOCAT*N
7— ASPHALTIC OR CONCRETE
SECTION VIEW
TYPICAL LOCATIONS OF ASPHALTIC SHOULDER RUMBLE STRIPS
IN RURAL DIVIDED HIGHWAYS
(ONE ROADWAY IS SHOWN)
CONTINUOUS GROOVING
ROR LE�ZTH U SHOL06ER
OBOE OF TRAVELED WAY
>
B B
A,
A 4 0
A,
VIz-
APPRRX—�
8" TYPICAL SPACNG—�
> WIDTH
21/z-
GENERAL NOTES
DETAILS OF C014STRUCTION SHOWN ON THG DRAWING SHALL CONFORM TO THE PERTINENT
REOUREMENTS, Or IHE SI&NDARD SPEC[flCATUNC AND APPLICABLE SPECIAL PRGVISIONS�
FINISH ROLUNG OF THE ASPHALTIC SHOULDER SHALL INCLUDE THE SURFACE OVER THE
RUMBLE STRIP DEPRESSIONS.
2�-O- FOR MEDIAN SHDULDERS THAT HAVE A PAVED WIDTH OF D-O- OR MoRE.
(DDIVENSIONS ALSO 4PPLY WHEN RUV9LE STRPS ARE RECUSED N THE Rl.R7 SHOULuR
OF RAVES.
FINISHED SHOULDER
IRCULAR SHAPE
LSD PERWTTED
Y4- APPROX�
DEPTH
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
APPROVED
2/B/91
-DATE
FIO*A
mw"�G
"p
I
I I , J.�'t
stoD
17
-11' mill,
" Joint F�ljer
ict
77��
I- jm�,lt
[2-
7a-,- tl,tt
Te V I
L L -Uyll,
�7y I.- -
Aoio,ch:
S t f el.b
-F�
fo�tjpl,bcj�l, R830�_
20'-6-
p"of.rced comr.ta
P.,,e,ect
APPROACH SLAB AND ADJACENT PAVEMENT
INSTALLING DEVICE FOR DOWEL BARS
AND EXPANSION JOINT ASSEMBLY
Melded air. fabZl-
0 - clear depth fi- 12- W5�5 04
1 2 1 1. --1
2
v
No. 8 t or. 2- ffo� 4 baxs abaced 2'-W CC
't_ , ll'_ � ' �
&wed 6' G-C (FLa, be Plac.d at k" -bole
of et,mt,,r. or corcal to U
SECTION A —A
REINFORCEMENT POSITIONING DETAIL
joict
seat
t 2- E.Fat,sioc
rjo iit
Variable
M�rl. 20�-6*
2' 5�-
A
Ao,rl,,,�h
slab
A*j =Iltlactlw 'O'l"
02-�W WORK=
r+B
V
�,llt ld U. bb�'
12
4
V!2'
A A
t J
I Ili M
'I.
C f"I , 3'!1'
0 � 11 -V D�.l 'r T L- Eqe,,sim
- 1 4C 1.
ears ',laorb V -0. C-C , imot
HALF SECTION HALF SECTION
BOTTOM REINFORCEMENT TOP REINFORCEMENT
APPROACH SLAB
Stard.rd ISO- book, rotate to
pr"id. 2 1,,
, Kih, clear depth
WaldaO1 ire
Fabric
No. 4 �ts
\�Nb� 8 hats
Welo.j 9..
"'ce"
Fabric
6- , 12' -K5
5 . W4
tc"'d. 60�
Ab9l.
p""t
�55 lb��,ICG
'f 5 IS
oq� ft��
Nlr� f�� 4 11.11
y h
so� ydr Co, Yds.
Sq� yd�-
y"
P.i-,ds
F..hoe
0-
54 7 IS
54 .7
�`
271
2317 1,,
161,
lb
�7
18 �2
6 2 21 1
3 2
63 2
63 2
31-1
�jl 1 196
M.
30
71.2 .4
" 4
73.2
362
3... 22F
151
85.7 28.9
85 7 2' 9
86,7
47 9
ZM 267
60.
110.1 36�T
110,1
545
574T 33�
GENERAL NOTES
Detalls of COn5tr""t.l, ,ot �ho"' 0" th�s draw�,lg 3�11 co�fil
to the Stoodard SPock-I PtOvIsto"'
DOWEL BARS
Dr,,b, b,
.a aci.hr c�coc,oc OiMo oh�ll be ce-l�t-lt
ccat,, cchfarmt,, to the of AA-�O De5ignarl - o, R 254.
The coatiog tyoa 0-11 bo, I'For 8 - Th-rm"ttl"'a Eab-y-
JOINT SMV6
E.rrn"m t.lbtc "It bt �alled a$ fbllb�a�
N ti,vo`lcts lro"�o'co ... t'.'Cu. t.t'�tr oeoled
e,xh a �y,,l a"lor, c,,ba"IbI �011lts lb-11 h� $--led
.ith the e�,oO tire t�
4 belc� pal�tt
2, Oy�,OaveMnt� with 10 �It"Ct'�Oc lol�tsl ""seale"
= co�tcactlrn 301"tr scalrd ��th co"v"I'slol, free seat',
.roahe,o,, ;.,,,t. holl be �.olod �Ith ll OCil" tym stale'
. 'mbif'eo Ic the place .1 S,el:xal pr""Im`
JOINT FILLER
E.w�sim 1.1,t fjII.y betea�O stno,t.re a�,d avproach �Iab OOY Colal�t
of tell, 'I inch thxckoo�als Of mt.ri.1,
WELOED WIRE FABRIC
Sheet ma,,ths of 8 feet are Oe"Itted�
STEEL REINFORCENENT
Soljc�,, of No. 8 baits c the pgaa�ttel for skeeWd
.t,O,tor. mly, SOLIces sh4l be taggered, eith . OF Oo,a
splace beer bar , Lacs hall coofom to the Stardard Soecifi..timc �
Joint
I- E�wlle�w joll,t
Amrc�ch
.1ah seat -elth doe�l bar. No".1 pa,,lt.
thihkc*�5
te't C.Mrot.
l� Ad3a'
Bora
CoOlr..
v
.1 fl h � (ploce
SECTION B-B Sol vacized mt or i g SECTION
toll idth of ORO,Wbetlt o,d
sec,,'s by "%14ag to b-aaf, T0AKIC%TIt%kI r%CTAIL
SEND DETAIL
BOTTOM REINFORCEMENT APPROACH SLAB TO ADJACENT PAVEMENT
State of Wrconsm
Depattmem at Transcottaton
w;�
LS-6'/, ' PANEL LENGTHS
FRONT VIEW
POST DETAIL
L4
SIJTTCOIVAD VDIONTIN' BOLT
',,8 , C'.t�X JENSTH AS
�DOI-RM, SFCLRED h rH
�As---R & ILUT� END
To E.-. 11-71-�O FO-Lor,
�'CUNT N".
D ', PEA T� T, 7 VEEP POSTS
a x 6 ell sll.-L� ' ' -,
�LISS��D AND `—C�, N
Ac,0'-ljA1,11,F 'i7j, �,', 11'"DAPID,
S�-lll CAII�-411.
S IS,
0
PLAN
FRONT ELEVATION
.'ND SECTION (ROUNDED) DETAI
- V,- CIA � X 1'/," 8 U 7 T ON
AD K!,TS WITH OVAIL
;HOjLr,ERS & SEUSS N05�
BIJTTO� HFAD SCL7 5/,- ou,
X LENGTH REOURED, SECEDED
MTH, SO= WAS��,R AND RECESS
NUT, (SEE SUTTON H�AD BOLT
DETAIL4
GENERAL NOTES
"� TA � S '- � �,;ST YAT�'S�A� 1, AND NOR�
,0,0 C, ,,S I -
C"JCq. TO Tl',' S�---Al—'
ST,
12 GA,GALVAMZ[D STEEL
10,105' NDVIA�L BASE
METAL THCKN�SY
VA'
SLOTTED HOLES
FOR SP� ICES
SLOTTED HOI.ES FOR
POST MOU'47'NG
1A. EjT T "T
S ��
I- T
77j
- — I A M � ^
V N�
In,- x all A i _2'
OFFSIT BLOCK
t-I'Ll CAI,�ANIZED NAIL - - I ------- %
61 x 8- POST
I%ISFTED
5A- BOLT
5HOULDER
HUGE PONT LDC
L J
END VIEW
LOCATED ALONG A ROADWAY SHOULDER
6' A G' A r-2
OFFSET CLOCK
I-10d GALVANIZED NAIL
17 _T
'Z
2' 3' POST 2'-3'
Y.' HOLE
- % BOLT
E[�FEZ-NF, LENGTH OF BEAM
B'-3"C-C E-3'C.C'___.l
POST SPACING POST SPAC;4G
&-m-4
v__
d -
Ilmnsomm
BEAM GUARD
REFLECTOR
NC% SURFACES
MR. No�
LENGTH
SPAC�NO
REFLECTCPIZED
REFLECTORS
ONE WAY
4 2011�
1
3
TRAFFIC
G 200
TDOED-cc
T —
WO WAY
_Z_27
'C'*
7�7C�C
I
TRAFFIC
> no,
501C-C
TWO WAY
A 2CO'
50. C-C
2
3
TRAFFIC
CYC_C
_ELLL
2
—
—
EVERY OTHER REFLECTOR REVERSED FOR 2�WAY VISIBILITY,
CONTRACTOR WAY FURNISH TWO-SZED REFLECTORS IN LIEN
OF ONE-SIDED RIELECIORS,
ANGLE OF BEND TO BE 90' 1 ? FOR TWO-SIDED REFLECTORS�
Rwff-�" TO PRXEXTRE 1145,41`01? GOICDANCE OF Th�-
bsE 0-- BEAR GUAFC? ON CUTS�D 'ys'
OF,
O_-5L�A LOTE�rvVl_ nor 4�? op,
O_�ILCI " IT5
ffplsY_;lr7pLp
CUTTER TO PAV'T
EYNGE POHT —�
MAD
L ___j
END VIEW
LOCATED ALONG A CURBED ROADWAY
REFLECTOR
8 -%- 0 IF 114-
BUT70N HEAD
BOLTS WITH
OVAL SHOULGERS
& RECESS NUTS�
BUTTON HEAD BOLT
%- A X r-6- WITH
ROUND WASHER AND
RECESS NUT,
FRONT VIEW
BEAV SPLICING AND POST MOUNTING DETAIL
ma
02 TYPE
REFLECTIVE
SHEETING
OVAL HOLE
116 " x % ,
GALVANIZES STEEL fO.089- MIN� BASE
METAL THICKNESS) OR POLYCARBONATE
PLASTIC (0.080' MR. THICKNESS)
(D REFLECTOR DETAIL AND TYPICAL INSTALLATION
12 CA, STEEL M�105'
BASE METAL THICKNE
3' UN.
M
T
TO FIT
21A� L Rvi-4
----- - - 2�,O' APPROX,
PLAN VIEW
Gr
ENERAL NOTES
DET�,��,S OF -CNSTRUCI'ON. MATERIALS IkO RORKLONSHP NOT SHOIN 0'i
TIIqS DRAANG CHILL CONTOEM TO THa ;PRTINENT RECUIREVENTS OF �HF
&�ANDARD SPECIECAIIONS� AND THE APPLICABLE SPECIAL PROVISICINS,
"D POST LENGTH SHALL BE INCREASED TO PROVIDE A WHIMUM EMBEDMENT OF
3' 6' AHERE TFIE SHOULDER H'NGE PONT 6 LOCATED IN FRONT ff T,,E POKT,
PROVIDE TYPE 'H SILVER REFLECTIVE SHEETING ON ALI. REFLECTORS EX"l-PI
THOSE LOCATO ALONG THE LEFT EDGE OF CNE-WAY RSAD�fAYS, WH!CH S�I,LLL
BE PROViDED WITH TYPE 'W YELLOW REFLECTIVE SHEETING,
N " x V/s,
FRONT VIEW
W BEAM END SECTION (ROUNDED)
25'/,- BEND RIBCKD�
10 CAGE STEEL ONLY FOR USE IN
�"10.135' WIXNALJHJCKNI TYPE IANCHOR
NEUTRAL AXIS 3�
j_ F
_F
alummom
V x f/s,
SPLICE BOLT
POST BOLT SLOT
POST BOLT
SLOT
77�CFFSET
_8", BLOCK
W BEAM SPLICE
OF SEW AM HOLE ONLY
TDIA, HOLES- PEO'G, TO MODIFY
x S/or . — �j
SPLICE BOLT DUSTS A 2/,- POST CONNECTED FOR USE IN
BOLT SLOT (OPTIONAL) TYPE I CONNECTION
FRONT VIEW
W BEAM TERMINAL CONNECTOR
mlmmbbql�
II -
SYMMETRICAL
ABOUT q
,12 GAGE
SHEETS It, Is OPTOVAL FOR INEWSM
IN PLUS WHEN APPLDAI
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
w
mmmmwrilvma�
All
MEASURED LENGTH OF BEAM GUARD ---
POST No� I
ANCHOR PLATE 0 BOLTS
r 19, �7-
2%- 6 HOLE
CABLE
GROUND LINE -
\-- %'� I BOLTS
BOLTS
SEE DETAIL
SOL. PLATE�
SOL PLATE
'�_--STEEL TUBES
_m�
FRONT VIEW
01
TYPE I ANCHORAGE
*ODD END I'D,;--
2 - GALV.NArLS
2' STD. PIP
HAD 600
U2.375' O.OJI
STEEL BEARING
'ABLE ASSEMBLY
PLATE
GROUND LINE r
3-
STEEL TUSE
TERMINAL
7 /—'SECTION
Y-4-
IPPROX,
__T
RECTANGULAR
PLATE WASHER
REGUREG ON
END POST
ONLY
0
DiAPHRAMS,
-T
31/4-
TAWaT OFFSET TABLE
7 �T)0�
OFFSET [FEET)
—3
LT.B
4
LOD
6
7
**37'-6- rNSTALLATjOYL 6 SPACES AT IS-3'
TANGENT OFFSET TABLE
_P41 '
7/77`7
Z_ 8 CAGE tD.165-NO"AL BASE
METAL THICKNIESS)GALVANIZED
1ECTANGULAR PLATE WASHER
NOTE: TERMINAL SECTION - W12 GA�STEEL
TWO PECE CONSTRUCTON 15 (0,*5'NDMNkL BASE METAL THICKNESSI
ILLUSTRATEDL A ONE PIECE
TERMNAL IS ACCEPTABLE Ir RADIUS RETURN SECTION
mt " HAvmA �t'UHM ALL � "m
SLOTS FOR SPLICE BOLTS
TERMINAL
CONNECTOR
BEND TO
- - - - - - - - - - - - - - - - -
T
T T 7� END E
E
FRONT VIEW BUFFS FCTIOt
PLAN VIEW
TERMINAL SECTION DETAIL
m0dffla�.
GA�STEEL
PHRAWS UTWOF
S' DIAMETER HOLE
r TACK WELDS
AT 3' SPACING
25'-O'MN.
,W&N&foUjnZfflW
DETAILS OF CONSTRUCTION. MATEMALS AND WORKVANSHP NOT SHOWN ON IRS
GNAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD
SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS,
POSTS AT LOCATIONS I & 2 SHALL BE WOOD EIREAKAWAY POSTS �NSERTEO AND
BOLTED INTO STEEL TUBES�
TO TYPE I AND TYPE 2 ANCHORAGES SHALL CONSIST OF STEEL TUBE�P. SOV, PLATE(S),
WOOD TSRE�KIWAY POSTISI. READING PLATE, ANCHOR PLATE� CABLE ASSEMBLY
AND ALL ZSSOCIATED HARDWARE, ALL STEEL PARTS SHALL RE GALV�MZED.
25'-0' MIN,
HE SPACES a D-31 SLOPE 10:1
OR ILATTER
EDDIE OF SHOULDER---/ TRAFFIC
PLAN VIEW
ROADWAY WIDENING FOR TYPE I ANCHORAGE
19A.—
TYPE I
ANCHORAGZ>
7 6 4
WAGE OF; RAIL)
T�
ARE',
EDGE OF SHOULDER TRAFFIC
PLAN VIEW
END TREATMENT WITH ANCHORAGE TYPE I
MIA
END TREATMENT WITH ANC HORACE,
TYPE I & 2
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
0 X 7' STUD
7 ' v F_ - 51,71
1� 1 �E`E" 4�DCND�T K r
61-�- cul-lo - OUT t6 x m
( k WAGE F�TTNG & STUD GALVANQED CABLE
�T BOTH ENDS1 SWAGE CONNECTED
CABLE ASSEMBLY
CABLE. SWAGE RTTING. STUD AND NUT SHALL DEVELOP
A V�NNUM BREAKING STRENGTH OF 40,ODO LB
(TIGHTEN USITL TAUTI
U!,- STEEL PLATE —
_ F 7, - —moLEs
r-6-
ri
KT-GIMM
H 2 Y.,
A
�A7LI AS11.130
a HOLES y, 0 __�
FOR %- 0 BOLTS CABLE END PI_&TEA
%" X 3' X 2 1/4'
FRONT VIEW
ANCHOR PLATE DETAIL
2- STANDARD
PIPE IN NO. t
POST ONE Y.
?%- 4 HOLE
v A r x V PLATE
TACK WELDED TO SA- PLATE
%- STEEL
PLATE
HOLE
r
IS 8" X 6'
x 020
STEEL TUBE
THE STEEL ILSE SHALL COWORM
TO REQLrREkfNTS OF ASTM A501
ANCHORAGE COMPONENTS
(COMMON TO BOTH TYPE 1& 2 ANCHORAGES)
wcwk� PuT IG- 0 x I,/,'
*LFH HEX NUT AND FLAT
WASHER. OkASHER ON FR04T
FACE OF RALL ELEMENT
1:� Ak-
I/,- PLATE BENT TO
FU RAL ELEMENT
END WEW
2 - GALV�KlAlS
ISD WIJA,�
STEEL BEARING
PLATE ,
El
STEEL TUBE
2- STD, FIRE
(22T5, O.DJ
CABLE ASSEMBLY
0 2- GROUND LINE
NnTE:
,TRIJ��TU�.�L TUSINU SHALL CONFORM UO 7H' REGuBEMENT� OF ASTM A 00
CRAVE B OR SETH A�50L
POST AND
END SECTION ROUNDED OrFSET �OQCK
2 ANCHORAGE
--- �63-
EDGE OF SHOULDER \--
PLAN VIEW
MEASURED LENGTH OF BEAM GUARD
-ENO SECTION (ROUNDEDI
6'-3" OFFSET BLOCK
POST REQUIRED
r r-4'
_4�
APPROX,
T_ CABLE
GRWND ENE 0 BOLTS
SEE DETAIL 'A'-
SOL PLATE
(2) -%- #
BOLTS -
LINE POST -
TUBE
FRONT VIEW
TYPE 2 ANCHORAGE
END TREATMENT WITH ANCHORAGE TYPE 2
(USE ON ONE-WAY ROADWAYS 'ONLY DEPARTING END)
NOTE,
THIS m1why; COWS67's OF Two SHEETS
BOTH SHEETS ARE RCOUARED WHEN THIS
DRAN06 IS CALLED FOR N THE PLAN&
CLASS *A*STEEL PLATE BEAM GUARD
IS FOR '* PRE P`A`U
S'
L PLATE BEAM GUARD
END TREATMENT WITH ANCHORAGE,
TYPE 1& 2
STATE Or WISCONSIN
DEPARTMENT OF TRANSPORTATION
,jAA71
T,
TAfE JjA
V.A
S.D.D. 14 B 16-lb
EXiSTINI SLC;"E
'J
EkSTNO DITCH
I
EXIETNO L' UPE
NOSE DETAIL
VAMA�BLE SLOPE
40�R
PAVEMENT
SHOULDER
U
SLOPE 10:1 OR FL AT TER
VARIABLE 'SLOPE
J L
—10:10R FLATTER
SEE NOSE CETAIL VEDI.MN
- -------------- ----------- ----------------- ----------- ----------- ------- -------
ET tHEN REDD
-(D
IT LF d
VAR14BLE SLOPE
GRADUALLY FLATTENED
SLOPE 10:1 OR FLATTER
TOWARDS BULLNOSE
!--�—��SIOLLOER LISE�
PAVEMENT EDGE TRAFFIC
—4
fTYP.)
PREFORMED
BEAM SECTION
ALTERNATE INSTALLATION
FOR USE WHERE NARROW MEDIAN PROKBITS
USE OF CONVENTIONAL TREATMENT
SLOPE 10:1
OR FLATTER
SHOULDER
NOSE DETAIL
A 4f
L-J
SECTION A -A
GRADE TO
I—DRAN
MRIMEMM
OFFSETS TO PARABOLIC CURVES
GI 1-co
"Ll
DODGE PARAPET
(D CONNECTION
SE44
BRIDGE PARAPET
NOTES:
EXACT DETAILS OF THE �NSTALLATNON SHALL BE AS DIRECTED
BY THE ENGNEER�
THE BULLNOSE INSTALLAIION WILL BE MEASURED IN PLACE By THE
LINEAR FOOT ALONG EACH SIDE AND AROUND THE NOSE AS STEEL
PLATE BEAM rUARD, CLASS �&� EXCEPT THE S�EEL THRIE BEAM
STRUCTURE IPPROACI-L
(D SEE SOD 14 B 20 FOR DETAILS.
(DDRA!NAGE GETAI�S ARE SHOWN ELSEWHERE IN THE PLAN,
LENGTH SHALL BE 4DjUSTED IN MULTIPLES OF 6' T* AS
NECESSARY TO FIT THE ONSTALLATtON INTO SITES WHERE
THE BRIDOES ARE SKEWED OR THE ROADWAYS ARE CURVED,
XwNTERVEDMTE DISTANCES Y-INIERMEDIATE OFFSETS
L�TOTAL LENGTH OF FLARE W-WrDTH OF FAIL OFFSET
SLOPE 10�1 --7 OFFSETS BASED ON FORMULA
OR FLATTEP
X2
Y�w �T
7-q'7
L-J
NORMAL CROSS SLOPES
OFFSET FORMULA
CLASS *A*STEEL PLATE
BEAM GUARD BULLNOSE
AT TWIN BRIDGES
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
APPROVED
S.D�D. 14 B 18-1c
OR
POE UNDERORAiN
WHEN RFOD�
AI� TRAFFIC i
SHOULDER t INT
7
— — — VAMALLE SLOPE
GRADUALLY FLATTERED
SLOPE t0:1fF FLATTER TOWARDS BUtLNOSK
SLCLE
:GRACE, 60 ORAN
T WHEN RED DP)
10:10:? FLATTER INLE
-------- --
- - --------
VARIABLE SLOPE
I I I EXISI HE SLOPE
SLCPE 10:1 OR FLATTER
-------------- 7---
PIPE UNDERDRAN \_—SHOULDER LINE
WHEN REQID� __\
TRAFFIC c> PLAN VIEW _"��PAIEMENT EDGE
10—i SLOPE DETAIL
T"MITZ�_
<I —TRAFFIC
OWLILTPLES OF
puliquiftm
am
No
PLAN VIEW
TYPICAL LAYOUT AT PIERS AND SIGN SUPPORTS
M,
DISTANCE
ALONG
(D
oy
CURVE
6,25
6.22
0.49
_12�50_
_'TZ,_35_
L94
ia-,_75
_T8 0-7
431
_T.5�_
2K`S0_i_3.4O
PREFORMED
BEAMS
N01 ES
Q) PR%[Cl SPECH.� DP4N4,,E OET41�5 AFL
TF� 5,LLI,M1 N5T4LCAT;,-N IOLL BE VEAV�,�ED �t PLACE bf THE LNEAR
4tC�c', EACH SME AND ARCUND THE NOSE SECTIONS AS STEEL PLATE BEAM
GUARD, CLASS "h',
oSTNG SLOPE
SHLOR,
NORMAL
NOSE &TYP�) f
HE PREFORMED AGIR
BEAM SECTION
ALTERNATE INSTALLATION
FOR USE WHERE NARROW MEDIAN PROHIBITS
USE OF CONVENIONAL TREATMENT
1" 6'
NOSE DETAIL
'/, MEMAN WIDTH
1111�1 M "I
(A
OF MEDIAN
VARIABLE D!STANCE
10:1
40 ' R)"
OR FLATTER-1
LOSE 10.1
4TIER
Q
--PIPE UNDERDRAN u _T_
WREN RECIL NORMA A
CROSS SLOPE
SECTION A -A
�DETAIL OF MEDIAN SLOPES
SEE TIC
DET�TL
CLASS 'A' STEEL PLATE BEAM
GUARD. BULLNOSE INSTALLATION
AT MEDIAN PIERS AND SIGN SUPPORTS
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
APFRMO AA
--�ai7E_ I
o`..ot
S.D.D. 14 B 18-ld
I
Aill
TO EXISUNG TYPE 'S' SLOPED
PARAPETS PLAN VIEW
--- --- ---- - -
THNI, TEM)NAL 02 1
- - -- - - - - - - - - - - - - - - - - - I TWO NESTED
SEE SHFE IS b". 'c� AND '�d� FOR THRIE BEAMS
CROCE YOUNTIN' DE7,III's (12 GA.)
NEUTRAL AXIS
POST BOLT SLOT (OPTION
YI- X 2 �/Z- ITYP.)
- r $ HOLES (TYJD�
I
POST BOLT SLOT
% - X I �/,- (TYPJ
F-1
I
THRIE BEAM TERMINAL CONNECTOR
STEEL THRE BEAM STRUCTURE APPROACH
om
T T
T
TWO WAY TRAFFIC
MEASURED LENGTH OF STEEL PLATE BEAM GUARD, CLASS "A"
GENERAL NOTES
DETAILS OF CONSTRUCTION. MATERIALS AND WORKMANSHP NOT SHOWN ON THIS DRAWING
SHALL CONFORM TO THE PERTINENT PEOUREMENTS OF THE STANDARD SPECIFICATIONS AND
THE APPLICABLE SPECIAL PROVISIONS.
THRIT BEAM STRUCTURE APPROACH SHALL BE FURIPSHED AND CONSTRUCTED N ACCOROLNCe
KITH THE REQUIREMENTS OF SECTION &F4 OF THE STANDARD SPECIFICATIO'45� THEP
BEAM SECTIONS SMALL CONFORM TO THE REGUIREVENTS FOR CLASS ",k". TYPE Z, BEAM
AS SPECIFIED 14 AASHTG DESIGNATION MISO.
7HR!E BEAM SHALL BE BOLTED TO ALL POSTS ANO OFFSET OLCCKS� FIELD DMLLNG/PUNCHN'
OF BOLT HOLES IN THE BEAM IS PERMITTED WHERE POST SPACING IS LESS THAN F-3%
Q PVT LENGTH SHALL BE INCREASES TO PROVIDE A NRH:MUV EWBEOMENT OF T-O' AHERE THE
SHOULDER KNOE POINT IS LOCATED IN PROTTI OF THE POST,
02 A TERMINAL CI06NECTCR IS HOT REQUIRED AT CONNECTIONS TO BRIDGE RALING TYPE -W%
_-W' TO THRIE BEAM TRANSITION STEEL PLATE. BEAM GUARD SHOULDER 5- 81 6' X S' POST AND
SECTION 112 rAJ
6. A B. x I` iol
crFSFT BtOCK
HOLL
DI A � tRIT T 0 N
H'AO 61�'T A 11-16'
roi; 'D AASH��p
-01
SPLICE BOLICI
ONE THME 5/8 �DHU BUTTON b FIN SHOLLOUL
BEAM HEAD BOLT WITH HE PONT
022 GA.) OVAL SHOULDERS & sm LOEB
RECESS NUT US REQ'D�T OVARIABLE
-SLOPE
2:1 MAX,
Of
- - - - - - - - - - - - - - - SECTION B-B
T
ONE WAY TRAFFIC
T THRIE BEAM CONNECTION
S *-BEAM CONNECTION WHEN REOURED
POST BOLT 5
-Y�- IF 2 �/'-
L
A
mff���
BOLT SLOT
t 1A.
2
wl
19
NESTED THRIE
BEAMS
R PARTIAL SECTION A -A
rol ummimma
NOTE.
THIS DIRMING CONSISTS OF FOUR SHEETS.
SHEET 20 MUST BE SUPPLEMENTED WITH AT
LEAST ONE ADDITIONAL SHEET.?&2c OR ?d
WHEN THIS DRMING IS CALLED FOR IN PLANS
mfipmV
�g� fi-4D C_�p SCREAS INTO
ILES ITYP,I
%- THICK R,
BACKUP PLATE DETA!L
0
MEASURED LENGTH OF STEEL PLATE
BEAM GUARD, CLASS �A-
ONE WAY *-BEAM
— L� I -
TR—AFFIC 6*-31 ____
W-THFSE BEAM
TRANSITION SECT70N -7
(12 Gaj _T
I FRONT VIEW
TX�' CIA, HEX HEAD CAP SCREWS IN BEAM TRANSITION AND CONNECTION TO
INTO THREADED INSERTS
(FURNISHED WITH THE BRIDGE) BRIDGE PARAPETS WITH SQUARED ENDS
(USE ONLY ON THE TRAFFIC EXIT END OF ONE WAY BRIDGES)
OT %cA,MTS� HEX SOT - T�
�EX NUT A OXFITiR
0 REO'D.1
BACKUP PLATE UNDER
7HR!E BEAM TERAINAL
CONNECTOR
E,
ol r OU,� HOLES ORILED
THRU PARAPET
(4 REOID.I AND
0 %- CIA, X v P H.S�
HEX BOLT�HEX NUT AND
ROUND WASHER M FI
V,- DIA, HEX HEAD --
CAP SCREWS IT REDD,)
w
IN BEAU TERMJNAL
CONNECTOR
W
7S
FET144LS SHOWN IPE TYPICAL. THE POSITION OV CL'
ri�S, �413 , 10"ES SHT�LL BE 1,pjIjSIED WHERE NECESSARY TO FIT ACTU.�� P�
T�,j -,�_ OVENSIONS,
BOLT`,�i`tAlTSdIUTS AND WASHERS SHALL CONFORM TO THE REOUREMENTS OF
AST" SN,,T�RCAT 104 A 325. AND BE CALVANITED IN ACCCADANC� WITH Asrm � T"�T'
(D pkyUENT FCR Er" LING BOLT HOLES THRU THE PARAPEE, BACKUP PLATE AND ALL
�OLTS,T�NHTS ��NC WASHERS REOURED SHALL BE INCLUDED IN ITEM STEEL THEE Fp-'u
Z 2 1$�I,'K ROUND WASHITA REOU'RED WITH EACH BOLT AT THE IFACKVAC�
OF PARAPET.
(3) THE RECESS I FOR A N-BEAM CONNECTIR)N. WHICH EXISTS ON SOME PARAPETS' C' IYFTE�
SHALL 61, FILLED WITH A IREATED TIMBER BLOCKOUT, BLOCKOUT GONE IS T V X S' 0' X T '/Z'�
3T - 5'�T`Vj�7-�----
- 2_ _ _ __._
FRONT VIEW
MEASURED LENGIH Or STEEL PLATE
BEAU CUARD� CLASS -A-
4'-2
ONE WAY
31��
Fm
(USE ONLY ON THE TRAFFIC EXIT END OF ONE WAY �'BRIDGES)
END VIEW
PDT&
SaD f4 8 20-Oc 15 REOUIRED WHEN THIS
DRAVING IS CALLED FOR IN PLAVS,
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
APPROVED
--------- -
DESION ENCNEER 'OR
D TE STATE
Womommigm
LAST INTERSECTION
T, PRIOR TO CLOTURE
ROAD
0 SED
LAQ
U
'X I
[Ec-P,OTD
—ols,
1 01
L 3 CC *iOD
3 500 FT
< tCLOSED>
MC4
HAD
ID W20-3
DETAIL 1
(NO ACCESS TO PROJECT�
NCO
(ITT 2
CLOSED
= HID
CONSTRUCT)ON
GZO-2
P `�L,
KOLE
7 L D
WTD-1
DETAIL 2
(PUBLIC CROSS -TRAFFIC MAINTAINED.
NO ACCESS TO PROLJECT)�
qj���*j
< )BIDS
ME>Aja�l i L
I CIBSTO,
Q�v >4
177
DETAIL 3
(PUBLIC CROSS -TRAFFIC MAINTAINED� CONTRACTOR,
LOCAL BUSINESS AND RESIDENT ACCESSI.
7tRT.jqmvpmff�
DETALS CA TRAFFIC CONTRU DEVL�ES AND THEIR LOCATION NOT SHOWN ON THis SPAWNS
SHALL C"N'ORM TO THE PERTiNENT PEOLYFLEMENTS OF 71`� WISCONS14 IAANU-L OF TRAFFic
CONTROL O-VLC�'S� THE PLANS� SPECS��CATTNS AND CCNTRAC��
SfGN AILD BARRICADE LOCAINNS MAY BE ADJUSTED IN TP_� FIELD AS DIRECTED BY THE
ENGNar;� ANY EXIST[NG TRAFF:C �CTNS THAT CONFLICT WITH 7HS WORK SHALL PC COVEREO
AS TYFC7ED By THE ENRILEER, XjL 'STOP"OR OTHER REGULATORY SIGNS ON THE BID'
BOATS SHALL NOT BE DISTURAFD, EXCEPT WHEN NECESSARY TO COMPLETE 7HE W07K,, THE
S�GNS MUST THEN BE MIJEDI47ELY REESTABLLS�HD�
ALL ryPE JSA�RRICADES SHALL HAVE HILLS PErLFCllCMZ;D GN SUCH FACES, STRIPES SHALL
RE PR'PEELY SLC,�ED DOKN 706A�'Cl THE TR4rFC Ulj-� OF AS SHOWN !IT 71�- ROAD CLOSURE
BAPOCAot D , F - TAT, FOR FULL P3JC CLVU�ES� 'YPE "A' LOW INTENSITY FLASR",G N4PN:XG
LIGHIS SHALL BE VISFLE CN B�",C DOES OF "RE. EArR:'-'DF-
THE RV�D CLOSED SIGN iRII 2% ROAD CLOSED_ VIES AHEAD S!GN ORCL-3) AUD TH_ RO-D
C�, P, RU, IF -
_QS,D TO THRU TRAFFIC 5ISN (Rfl,4ISH4LL 5� ATTA,_ ED (NLY To rfLF TC'
TyFE ! B-IRRICACE,, THE SIGNS SHALL NOT COVER V=LE FAIL,
T�P, 'H` REFLECTIVE SHEETING SHALL BE USED O� ALL WSCARES, TY'E I, 'AN� I?, ADD
CN ALL RO-2� R!1-3 ANT RS-4 SIGUS.
ALL FICUS SHALL BE 49` X 48" UNLESS OTHERWISE 140TED BELOW:
P11-2, ROAD CLOSED" SiGNS �Il-LL BE 4B' X 30'.
RU-3, AND RU-4 D'UTS CHAT - L BE 60- X 30%
r2O-2 SIGNS SHALL BE 60" X 24%
ol 1010 WARNNG LIGHTS SHAL� BE P�GVMED CIF THE CENTER BARRICADE AND &1 1- ' 457 ON-_
WARNNIG, LIGHT SHALL BE PROYSED ON EACH OF 7H� OTHER BARRICADES WITHN IIII 10AGUAY
LIWITS� SPACING OF THE WARMHO LIGHTS SHALL BE UNTORM TO THE EDGE OF ROADWAY
As 5.00N.
THESE SIGHS AND SaRRICACIS _0E HOT RECLRED I", ROAD CLO�i�"Ir P[-�NS AT NTERSECIII�IL,
03 FOR ROAD CLOSURE WITH LOCAL ACCESS To PROjEC% SEE LANE CLOEVPE BARRICADE DETAIL,
(D FOR ROAD CLOSURE WITHOUT, LOCAL ACCESS TO PROJEUCT. SEE ROAD CLOSURE BARR:CACE CETAL_,
G)ONE-WAY LIGHTS SHALL BE PROVIDED ON ALL ADVANCt WARNNG CUGNS� THE UNIT SHALL
BE POS17IONED SUCH THAT THE LIGHT SOURCE 15 OUTSIDE THE SIGN FACE AND AT THE TOP
OF THE Sim
Wgf%ffil
C �6KD IA POST MOUNTED WARNING SIGN
QTW04AY J_ - - - TYPE MBARRICADES WITH TYPE
TYPE 'A' WARNING REFLECTIVE SHEETING
02 R11-4 RII-2 (-4) LIGHTS RECOPED 12- MAX,-1
7 OR R�Ao ' BO TYPE "A" LOW INTENSUY FLASHNG
IF—, Ir CLOSED WARNING LIGHT FOR NGHZ USC�
WORK AREA
ODCE OF SHOULDER
r LAST PUBLIC ROAD INTERSECTION EDGE OF SHOULDER E
PRIOR TO CLOSURE SEE DETAIL APPROACH VIEW
'W DETAIL
I � j � _� ROAD CLOSURE BARRICADE
BE OETERWNED
THE EFXITIEER
C*BY
I
ROM
<� /MAD Ts ONE WAY TYPE 'A"
CLFAD Y/ CLOSED '�'-WARMNG LIGHT
no T w FT REGAINED GYPICAL�
\`�, yl X��/
W20-3 W20-3
TWO_WA�
TIRE "A' WARNIN
LIGHTS REQUIRED
OFFSET BARRICADES 50'
AS SHOWN FILL DETAl 3
APPROACH VIEW
LAVE CLOSURE BARRICADE DETAIL
I?
m
- 1 4
IT
TYPE I
2'-10 Vz' -I
TYPE 2
GENERAL NOTES
S C�- NSTALL AT 0% VAT-RULS ANO WCRKMNNSPT` NO-, SHOWN ON TITS 04 A W�NG
SRALL C,,��CFV TO TH� PERTTNENT RECIJR�,V-NTS OF TP, STANI)ARD SPEC1,[CATMNS ANO
AFPtICA!�,E ',�ECN�L PROVISIONS.
AL, LETTS AND ARROWS SHALL RE RMTE AND REFLECTORIZEM
TYPE 3
--.4 �-7
TYPE 4
PAVEMENT MARKING SYMBOLS
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
PPPO"ED
..Tl AT T AM EN--UWlC)R
SHOULDER
EDGE LHE MARKING (WHITE)
-- CODE OF TRAFFIC LANE SHOULDER
CENTER LINE
MA KING IYELLOW�
50'* 6" 3"' 7
4-
NO-FNASSNU MAPXING
4- CENTER LINE (YELLOW)
- - - - - - - - -- --- ---------
74,
2' 1' 1 4� A CA'-� F -- --- — ED ----------
CENTER LINE MARKING
Ln
0
Cr
a
Lo
�,�QIJIL CFR
TURNING LANE LINE
4' (WHITE)
EDGE LN' KARKNG WPUV
EDGE OF TRAFFIC LANE
mvfflpmml�
SHOULDER
END MARKING AT P.C� — -- —
-A-
OF TRAFFIC LAND
LANE LINE NOTE:ALWAYS LEFT OF CENTERLINE ---
01�ECTJO'4 CF TRAFnC
MARKING IWPITE� N TH�
CENTER LINE =E:�D
--------------------
NQTF�Atl- DIMENSIONS SAME AS TWO WAY TRAFTO
RIGHT TURN LANE
NGHPASSINE MARKING
WHEN REGYRED
ffaq#��
EDGE LINE MARKING (WHTTEI
EDGE OF TRAFFJ� LANE
ONE WAY TRAFFIC
EDGE LINE
(WHITE)
CHANNELIZING
LAW LINE
B" IWHTE�
EDGE LINE —i
MARKING END MARKING AT P.C.
�HOULD,R
EDC, OF TRAFFIC LANE
- - -- - - 50'± 0
C ' ENTER LLNIE
L
MARKNG
LARF LINE l-/ m- �RK�Nl
WHITE) 71� L E MA
IYELLON�
ONE WAY TRAFFIC TWO WAY TRAFFIC
c=*
SHOULDER
EDGE OF TRAFFIC LANS
GENERAL NOTES
DETAILS OF CCNSTRUCUON NOT SHOWN ON THIS DRAWING SHALL CMFORM TO STANDARD
SPECIFICATIONS AND SPECIAL PROVISIONS�
DECO LINES SHALL BE OMITTED THROUGH INTERSECTIONS. EDGE LINTS SHALL BE CONTINUED
THROUGH DRIVEWAYS.
WHEN DISTANCE 'A' IS LESS THAN 250 FEET, rVF TUPVNG LANE MARKANG�
WHEN DISTANCE 'B� IS LESS THAN 100 FEET, OVIT CHANNELIZING LANE LINT.
HALF CYCLE LENGTHS [25 A) WITH 2'IJN!AIUM STRYE LENGTHS SHALL BE PROTOED ON
ROADWAYS flNCLUDING TEMPORARY TRAVELED WAYOI WITH REVERSE CURVATURE, CURVATURE
OF OVER 5 DEGREES OR WHEN DIRECTED BY THE ENGNEER TO MARK UNUSUAL ALIGNMENT
OF THE TRAVELED WAY,
CENTER LINE MARKING
BEGIN MARKING AT PX,
MINOR INTERSECTION
STATE OF WISCONSIN
DEPARTMENT OF RAN- —1-01,
DATE
'�AA
wriglimMol Mm
0 WORX AREA
tiL.
FLAGGER. EOUTPPED WITH STOP/SLOW
PAGOLE FASTENED ON SUPPORT STAFF
SIGN ON PORTABLE OR
PERMANENT SUPPORT
VARIABLE DISTANCE
200`70 301YETYPICA0
5WITYPICAL) E00'fTYPICALI-�- 50CI
<**20�j '<g>*20,4 <*W20-70 'D
(D
G FOR A MOVING WORK OPERATION.
SIGNING FOR BOTH DIRECTIONS SHALL BE REESTABLISHED
0,S S�C�TANEOUSLY AS PRACTICALT AT APPROXNATELY
3500 FOOT INTERVALS IN THE MOVING WORK OPERATION
OR AS DIRECTED BY THE ENGINEER.
Q SIGN NOT REOLVED '�7 FLACGING OPERATION OCCURS WITHIN
A SIGNED ROAD CONSTRUCTIO14 WORK ZONE AREk
TO STOP
Op IPE TO STCP' SIGN 15 OPTIONAL. IIHEN USED, THIS "IGN SU.�LL
BE LOCATED BE',��EN T-1 *70'70 AND h,0-4 SIGNS, A 500' TYPICAL SPACING SHALL BE
PPOVTED BETWEEN THE SIGNS,
W'20 *7.
70
FZROsimm
DETAILS OF TRAFFIC CONTROL DEVICES AND INSTALLATION NOT SHOWN ON THIS
DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD
SPECFICATIONS� THE SPECIAL PROVISIONS, AND THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES�
THE EXACT NEWIR, LOCATION AND SPACING OF ALL SIGNS AND DEVICES
(AND THE LOCATION OF ALL FLAGGERS) SHALL BE ALDJUSTED TO FIT F�EID
CONDITIONS AS DIRECTED BY THE ENGINEER.
THE FIRST ADVANCE WARNING SIGN SHOULD TYPICALLY BE LOCATED IN ADVANCE
OF THE ANTICIPATED TRAFFIC BACKUP OR OUEUC-
WHIEN A SIDE ROAD OR RAMP INTERSECTS THE FACILITY ON WHICH THE
WORK 6 BEING PFRFDRMED, ADDITIONAL TRAFFIC CONTROLS SHALL BE
PROVIDED AS SPECIFIED IN THE PLANS AND/CR THE SPECIAL PROVISIONS
OR AS DIRECTED BY THE ENGWEEL
FLAGGERS SHALL BE ON SIGHT OF EACH OTHER OR IN DIRECT
COMMILWATDON AT ALL TIMES. THEY SHALL BE EOUPPED WITH
STDPtSLOW PADDLES FASTENED ON SUPPORT STAFFS. WHEN THE
FLAGGINC OPERATION rS NOT IN EFFECT, THE TLAGGER AHEAD%
THE -ROAD CONSTRUCTION AHEAD� AND THE ONE LANE ROAD AHEAD"
SIGNS SHALL BE COVERED OR REMOVED AND THE HIGHWAY RESTORED
TO NORMAL OPERATION.
ALL SQfS ARE 48" A AS' UNLESS OTHERWISE NOTED.
(D
ROAD
CONSTRUETION
< AICAD
5DO�CTYPICAL)
VARIABLE DISTANCE
TRAFFIC CONTROL FOR LANE
I
I CLOSURE (SUITABLE FOR
MOVING OPERATIONS)
APPROVED
DATE
F"A
I
P. R i
mrsyllopomm
SFF, CETA'L *P'
pOSTION OF US BAR DORMS FIRST ----SEE DETAIL 'A' pAEME'NT SURFACE
POUR OF CONCRETE PAVEMENT
INIPH KEYWAY� PAVEMENT SU-F'ACE
PAVEMENT SURFACF j,7POIJ7 KEYWAY)
121
12"
12'
ly A I
OPTONA� KEYN
VID 6H_
NO. 4 T"I 13 A P,
PY;AL
' ED
OF
NO. 4 IF BAR Z'. ,S OF T!, BAR
Tt
L 4
APPI40MATE
_ , - Tt
4:t SLOPE IiF,
1 4 . 1� 4�
77
7— 77
FPST POLNR s'(CYD pcuR Y
77777777,7777
CONSTRUCTION JOINT
GENERAL NOTES
3��
Oriv,S OF CGNSIRUCTION HOT SHOWN 014 TPIS CRAVCNG SHALL CCN-�FY 70 TII�.
,s ND -
PERTI�;-NT PFm:,,,IYEUTS C�� T�-E STANDARD SF"'F�Cm:C . T,�
SPECIAL PRCV)RiM6�
D'�'TA'I�S 'A" �,ND 'B� APE EOUAl- KLTERNATEC �jl�!_�SS OT��ERV,SE �,�V-C;IrEo IN
MAX
�Fir_ CoNTRACT.
Y '�- CARPS AND PAVEMENT T�', SHALL Bt EPDXY COA,ED N CUN'CkY4NICE �1�11 SCESEC7 ��N
FQS�2�4 or THE STANDARD SPECITICATIONS,
_T_
T_
LONGITUDINAL jOiNTS SHALL HOT K SEALED CA FILLED.
I I
�/,'�MAX�
B' MAX
PARTING
OJ
OTLT
STRIP
SAW
WIDTH
GROOVE 'C'
.11
NEW
CONSPETE
A
20 KPL�POLYETHYLENEF
20 A POLIT"
A <'
PAVEMENT
PLASTIC PARTING STIOP
DETAIL 'B�
DETAIL 4A�
EXISTING
CONCRETE <
PAVEMENT �
'P
v
CA
C'
NO, 6 TIE BARS
SPACED 3'-C"C-C.
INSTALLED ON 6:1 SKEW
HOFI DRECTION
OF SKEW ALTERNATING AFTER
EVERY G�4E OR TWO BARS,
THE POLE FOR THE BAR SMALL
BE GRILLES TO A DEPTH OF
7- AND TO SLCH A DIAMETER
AS TO PROVRE A TIGHT
DRIVER FIT�
EXIST. BANC.
PAVF.M',NT
PAVEMENT
THICKNESS
�T'
CLEAR DEPTH
YD'
SAW CUT
GROOVE
G.
MAXIMUM
TIE BAR
SPACING
S.
PARTING
STRIP
WIDTH
1W.
3-t/F"
30LI
2"
7
3
1
301,
2 A'
IN,
3 'il"
2'
301,
2 Vz'
91,
4
2 '/4'
30"
31
10,
4 V�l*
2 V,'
30"
3 'A'
5
2
24"
3 Y"
12,
4"
'S' ERAC�rl'
LONGITUDINAL SAWED�
H FORMED OR H
11 ONSTR�CTICN JOINT "
It
TRANSVERSE 'U,'
t Tr7 BARS
U u
PLAN VIEW
SHOWING LOCATION OF TIE BARS
S.D.D. 13 C 1-8
SZEROAD OR UqIIIVEWAY
3' G IT N
L:NE
ECCE Cll�� SHCULDER --- TYPE lANrHORAGZ-----
WIDEN ut,N��INE SHCUIDER AND
BLEND WITH SZEROAD OR DRIVEWAY�
WAINTAIN NORMAL 1LOPF)
E L S SID 110116 FCR DEI-"',S
C SDD 14816 FCR DE141Z.S
- ----- -----
TYPE I AN , RACE
TYPE I A CUP
THE TANGENT LINE IS AN EXTENSION
OF THE ALIGNVENT OF THE ADJACENT
SECTIONS OF BEAM GUARD
lEAM GUARD AT MINOR SIDEROADS OR DRIVEWAYS
TYPE 2 ANCHORAGE
AT EXIT END ON
D;VsED KcHlvay�—� 6'-3'
EDGE OF TRAVELED *Ay� --TRAFFU
BEAM GUARD AT OBSTACLES
EXIT END - ONE WAY TRAFFIC
EDGE OF TRAVELED WAY� -- TRAFFIC
BEAM GUARD AT FULL WIDTH BRIDGES
ol 26'-IDY4- STBA
EDGE OF TRAFR ED
CD
15
SHOULDER
-- TRAFFIC
ME
3
GENERAL NOTES
CII �,-,ILS 3� CONSIRUCTUN, MATERIALS A%D WORKIJ�NSHT` NOT SHONN ON
CR�KING SPALL CCNFCRU TD THE PERTINENT REQUIREMENTS OF THE
S-�ANDARU SPECIFICATIONS AND IN-- APPLICABLE SPECAL PROVISIONS�
6, A V
GUARD LOCATIONS AND LENGTHS ARE SH"N ELSE#HERE IN THE FLAN�
STE� , L ll�RIE FE-�U STRUCTURE- APPRO�C"'
UNLESS OTHERINSE, �!,OICATED. THE FLARED END TREATWNT WITH A 1"'L
ANCHCRAGE SHAtLL BE USED TO TERWRIATE BEAU GUARD ON THE "Arf I'
APPROACH SIDE OF BRIDGES/OBSTACLES, TYPE 2 ANCPORACF SH'LL BE US"'
ONLY AT TH, DOWNSTREAU ENDS OF BEAM GUARD LOCATED A! ONG� ROAGW!
WITH ONE WAY TRAFFIC,
H �7 Sp AGING `L-3, C -C
o,
VAR14BLE VARI BLE____,�_ DIVIS
--- TRE�AT
MORE
01 END 4� 6-�OR
SHOULDER
EDGE OF TRAVELED WAY — —TRAFFIC
BEAM GUARD AT OBST?ACLES TWO WAY TRAFFIC
IRAft- TO OBSTACLE CLEARANCE It-G' OR WORET
VARIABLE, VARIARL (D
END
TREATMENT
____DEND _TU5 TO 4'-6'
R A �T
IT T n _14
SHOULDER
I EDGE OF TRAVELED WAY -TRAFFIC
W-31 C-C POST SPACING 3'412' C-C 31 C -c
------- SPACINC
BEAM GUARD AT OBSTACLES - TWO WAY TRAFFIC
NAIL TO OBSTACLE CLEARANCE 3*-6' 10 4'-6-)
CLASS 'A' STEEL PLATE
BEAM GUARD
(AT BRIDGES. OBSTACLES
AND SIDEROADS/DRIVEWAYS)
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
APPROVED
OAT ""NuP, OR
STATE PROjECT NWlbtl'
k 73
1, 7- 2� —7/ 0
YARDAGE
"A EXCAVATiON
ago
7e
NV
3-L
H5,S)5
900
ZZ,9
Zoo-
------ — 54 1
Z--O --Lt� I
6FBL NEN-
CD2 37 W7,
Lb
IF 50,
Wv 1:11� K mll,
12" rt
Iz, cacp
I T
229+30.0
-D �z 103 0�3Z W3 32, �03.70 �.3 9
LJ
(4 tiA
r�w w RCCP Ir a 0 INV qrp�c
mw 2zqfO2 6,1 - a, CV-7
10,
ago
T
MOM
9mm
_7
2284MO
f2,4Z61�
SHMTOTAL
EXCAVATION
YARDArE
u XCAV4TiON
NMI,
80,
— ----------
Z�4
#301
T
231+MO f
4
-4
I -
ncfi� I
bM
231+00.0
m6F4-
. . .........
74'
80
f
A
1 STME PROJECT NUNIbH�
IL YARDAGE
EXCAVATiON
� ll�� R� a2Ta 2 -�, � i -- —
14411
174
T
232+M0
A= —OL
F zil
74,�
ZA
1
I
�SfATL PRUJLCT NUW3LH
7�
YARDA,6E
9 EXCAVAiTON
T
230MO
� Eliz
1 -3? tlli--
1 1 1 i I
40
NeM,
Z55
68
- ----------
t
Q
—SIO
—to
233+00.0
f5 1�
ORL
ef-vD, 2,1 59"1
5a 2q.,
----------- —00
SHIFUTGTAL I q
I
YARDAGE
x
PRO �[CT NUMBER
7"
P>�k 74 77
EXCAVAnON
i Z5
Z37
+171
.4f Z�
238+M0
1,4z z
236
;ft,2"
6z7z
88v 07
71
6�, 44 8-�5 D8
LB'D.06 43
Z-S 15,
vi
8".44
1 PATI A�—
in
LTATE PROJECT NUMBER
1`15O�
— p5
—s
L
e,�D4�4�,
17
YARDAGE
I-0
AVATiON
0
z
00
�v,
a
T
6eRL
If If f
55.t(t
6"Dz 76
+34
6 33
W Dso,o
z4of
1"V 099,'3
Z394 30
S k7l' 5ix
C-L �0
i —8
ST o pf-p
S-r-FFL, '5m;.A�s
239+3LO
Ne,9L,
eq!5.
6D4.48 If
605,10
50
�0?57
-m-
7
239+00�O
tkem
42
/Q17V ll.�nl
.57
6"
evz,00
AA
55')� 47
238+90.0
SH EET TOTAL 'Z�T
STAI E: FHUJIzQI NUMOtH
176 t 1 7ZO - 0 5 -7 1
l5lbo,
---_YARDAGE
z EXCAVAnON
z
6�;4 57, f
66 4
t4S
S�� 42, SZ U48 -A
W 8Z, pa"
To�
f &Y,
a, 2 7&Z
T
pw 10 +35�O
243
'5eRt, Nep-L,
-ee,
ACPL
854.5z 893,7z
242+0010
C�X, 46 _,ORU
e�)z A50- _.q
.17 d� 30'
/Ilk
241"CO
LJ
SHFETTOTAL
�7,� ID
z
p
15,W
87
2
L
ze,
tAu
Z43
�-444-?D
245+W0
140'
9
5 V,,
6-'0 [04 RCO P�
Z4-f
EL
6
23VI, Sw
?
14ri
91
244+4010
let'.
44. W'
28
gas.0
z
BV6.5z
tz,
e�z
to 0,
g,<,q
31
Z5,
1
244+00,0
SHMToTAL
EXCAVATION
z
v
- - ----------
Sj;J E PROJECT NUMBER t 6
7
01
5u
ral —zo --la-1. 37 t4
I 11w. -30'
44 4
45-71. 1 1 � I
STATEPROJ T
YARDAGt
EXC A ION
oil
?4&& go 7�-
t6 60'
02'V
Z5�
G;w'e' 'mf
5"f Z
�-74
-nv, "�4
Tn 4 D 04 0
6T�' Z5i f 00, Z5' L7'
251+00.0
TnLe-L a- H6
zciffco
04 L�F,'tI cL�=
Oly
D—ye 2v—
20,
250+0010
cd
e"�,'Zs
r6l'sj'
SHtWET TOT
�Affl?RdJECT M R
t j 720-05-71 I, $� ij
L
YARDAGE
Z ERAVATION
--- —
IOA
fx,
0
- ------
NOPL.
Al.
17.0
ZV,
Z541
7
254+M0
A
3, Ba
ON 3
to
250WO
777-
4�, W"
48.Z7'
Tili,44"/
it
10Z 17'
1
253+MO
SHVWET'7TOTA4L
STATE PROJECT NUMBER
J
Z 6"
�5Fq —7'
5
—R,
257+55�O
rn L-
Ben,
n7,177
MZ2
4�
vi'Vb
Coll
0.60
-7,
15W
Z11 LZO
ozi,
4-�
ni ��o
_75W*
257+00.0
f05
in
I
93
NUMB Rl�
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YA RDAGE
z
EXCAVATION
o
p
<
522 ZL�
All
�7
vzi
FIE �eo
174
ICO
1,577
9
o,Z37
0237
213
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o 74
z -0-74
262+(Wo
OLU55
�ZJAI 76
IT8
68i
f74
S10,70
24ZO'
26i+00A
SHWTOTIAL
-�M
6 Z(O
547
STATE PROJECT NUMBER NUMBER
J nzo 05
02542 �Ls
YARDAGE
%?4,A7
E--
a4. ATioN
-Z
77-i
\-sa� —elz
T
IC0 37D
ig
�&77
T
266+00.0
5;zz %
V2
-7 50'
5W
5-3. 18-00'
45
::o7
S�ZZST
265475.0
I STATE
=17zl) -
ALVL
ou)
ZP
27k
T
271+75.0
IL
qz, 05 5VI-31 .7-7 &� 6, 4
�RDJECT NUMBER
YARDAGE
_j=TION
S7_1 1,
I
ig
-23,
�17
I
Ir
O'Ph
'K
\--D4--757
--------
Z4,80'
Z73
1Z
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'3109,
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rl�
Z--7-t-
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90 75
99. 7d" /p, re,
028lb
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71
2480
9AU
I
2700M
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1 -7 —1
0
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CIO
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--- 38,
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T�l 30,
50:
34 1;0'
52, zo,
28, zo,
41
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7
70
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_�2
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0
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IOZ40,�,5
74, Ar for s s it, at,
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WLM
25w,
7�,
Dzv 4,0
d0n, zo
6 1. 7L'
104
14�
S�HEEUTTOTALI 14�
�E4
YARDAGE
EXCAVA'nON
0
�d
------ --- ----
R AGE
EXCAgATION
IRV 3DIt
5� w5f�o Z 2�' LT
JILFr 9,-&15
&-ApTr
J,v v
Rv"P�
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S�� a7
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7 t7,L�� R
70 761
3?
284+00 0
4� 43
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NOR,
D34 50 53Ul
S54�
r4l�
34 6
0 �34 63
07-
toZzo,
W-55'
283+00,0
040h
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'QUA7
28243D,O
ML
CW5152 �7 9
1,
3,3,
IL—
— —
— — — — — — — — — —
2814MO
SHW700TTA 35 1�
nz
a
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STATE PROJECT NUMBER
V-M UI
r�17 —.5
D31D
--- ------ IDV.4z, 940 iloo" It SA- -
57 1Z
T
292+00M
14. ZO'
84 W
--- ------ -
ia
291+00,00
t STATE PROJECT NUMBhH
ABrL,
gld
S4� 50
c�4rw
YARDAGE
EXCAVATION
t7i
S40 75�'
S40 4�
08
70
940
23V 04�
IVA
54
P;-4 —31F
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4/4zcc,
59'
940
54� !C�
56'
295+00M
V)
N88L,
2
930.44
v3v.57 v3v5'l
,D,v
F4 -&v
F2 5 --6 TNH-N,
4,"
SIM
290MOO
SHM'TOTAL
1--S-TATE PROJECT NUMBER
sHtt�
TARDAGE
Fz I'll
I EXCAVATION
Cc>
+
- D -
u
'I t I
STATE PRUJU; I
HL 960 IT,
EXCA
sT
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�WTION
q
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'70 f
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STATE PROJECT NUMBER �5m�E �11�
71
YARDAGE
EXCAVATION
—z—
9 9" 00 t
co Z(o Z��
Z("Zz
89
--r-k
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c
qclo.
7'�. C�>o
23043D.000
�ttL
/iFl
-----------------
SHMTOTAL sv
�77,1-97-
YARDAGE
�TL-
EXCAVATION
T
232+6LOOO
6a" 4 0
81394-11 8 GO
Z-!, 0
Z7 q3
A,,
z's
W14
23243MOO
"C'
44 '7
?-4 60
X
232�W000
J
231+00A00
S�HEUET7
Im
STATE PROJECT NUMBER
SHEET
NUMEER
)-7Zo
YAR A E
z EXCAVATiON
0
77
I-nk 3�
Iq
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.-a!>
=3 c�
14-
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�47 144
T
233+47.NO
177
q.9
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ZS.70 33.53
L
qo
lall?,
6 .00
zsro
'05 V,
-3 5
ZT %,roe
Sw XAMP
232+62.M
BHEETTOTAL --7 9 L
ol'A
In
MEET
STATE PROJECT NUMBER
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----I
YARDAGE
EXCAVATION
0 -Z
M
F
'IT
233*00M
-M
232+72 00
7
232+M00
YARDAGE
EXCAVATION
7,1�
0
I
YARDAGE
EXCAVATION
224
&575ha
012>705
2840,
07, 15
2 0,.TO'
Sz, e8l
"NO
8SW57
LJ
235+00,00
no-
234+00.00
677t
no-
2
233+69,06
2077
SHEE7707A�
ka
PROJECT NUMBER
-�ARDAGE
EXCAVATION
lz
7
SHEET"TOTAL,
19
I —S�EET
Sf4TE PROJECT NUMB�R___J�j�jv�
6�� �4 ��z
5
SID
6Tn' 24,3+50
�FC,d�F C&�
sk��, IV ---it'Flego
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0
ago —
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20+0D,00
YARDAGE
EXCAVATTMN�
z
m
W2
a
1770-0,;7-7j
YARDAGE
---�XC VAO'
F"PTI
0
SHWT ��DTA� W9
9
ST NU ER
-1 Zo -7
YARDAGE
48
EXCAVAMN
S 0. 1-21
t),4
143
v vv) co"d
Z$ 5
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r4
T
-000
,IZI,44
so
41?. S�3
49
qzn.ZE5
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2,vo + 5
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VNOERIVMM WCL
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52
Acowgro
90tsiz
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T
240+M000
1119.Z4,
"IM"
4,5.G I
70,
Fn A C, A
Vwk 'O�,/
900,33
-79,-7-3
it I
23WO.0010
SHEVTOTA� 1150 1164-7
El
Im
I
STATE PROJECT NUMBER
-7�o - o-5 - 7/
YA RDAGE
--�XCAiAiION
0
_7
L
1 17�1
14LL
44-90
ZG.90
94,
Z45+W000
1�14
qO4
64. 5q
00
9Z.q(.
244+W000
G. B7-
A
243+W000 A) W
SHIMETT
0
ST
17 74 05 - 7/
9,60
YARDAGE
z
EXMATiON
0 -Z
Z45
—1
fa"
ZA-7
�,4.8
1 1
R
248+0M00
5w
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to—,
A'�
So Jq 9.;,�
5TA 1-4W,00
70 1 x Z,# 0 cc..,
C�L vp
24?+M000
qoq.z3
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ML
5fq
904,
vw lz4ml�
246+00,000
SHEETTMAL
GC�Z�
1109
- ---------
9:05.-7(o q
30.
251+00.000
.64,
"37 Z7
if
Z6,40 -34, 10
V
250+00,000
Wt-
ra lqo 14'
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d
24"00,000
945ETTOTAL
Q
-0-3- �ELE 1
�GA-rEp� EDT�FUMBER NUMBER!
-o"
YARDAGE
4 EXCAVATION i
T
q/z"70
l5'00
—A a -
14 4<
51 p
1,00 q-mll
it
'93
246+5MOO
40
q1' 7
Z8- fs 00
-Z' �o
.07-7
91
12-1 -70 st
24WO.000
TOT
SHM
SHEET
STATE PROJECT NUMBER NVY5
YARDAGE
EXCAVATION
0
tA
40
40
4�
I 5�,
Z4-9
IL Tf7 111M.
90.07
-70�40
111 71.
247+40,000
�S,00
zo.
STA
4' RCC, C� f I
7
IZ4, 57
2- 4"vWALE-r �
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247+0MG0
174'.1f
SHVET707A, 11150'1,4-
STATE PROJ
17 7,0 o
YARDAG
ERA
Z",
Z49
i�loz-K
25WOMO
.033v.
(,C-ZZ 4-(.
�5� 469
24944Z.000
it
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9
STATE -PROIIC�T NU��IMIIIERL
I L
YARDAGE
EXCAVATION
pn
9rl� 114
87
!r
1`0
q)o.cc
t
4-
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4
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...........
7-4
9.1
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zo'� 7-6.00
33'
go
V
5TIf
48 1 85
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tA�
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ZZIAO
15,400
2
tj
250+M000
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C-
7
2500MOO
zo-so
q0q,
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28
M+63,000
Z8.40 15�00
e AA
25340D.000
SHFETTGTA� ff,3
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4
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'looC<>
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.04-4—
COX
90f.78
Z8, 50
3�-Oo
2j"o
5T—
?WO.O
SHWTOTAL
YARDAGE
I I old
STATE PROJECT NUMBER
7 16
YARDAGE
EVC�VA �CN
-74
569
r7
04- *X
7-7
897 Z 5
14
R
75+W0
fn7 4Z
op�.=
.85
74+45.0
i
S�HVWETT
wa
in
11
1�71
STATE PROJECT NUMBER
5o
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A —
EX
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3-7
048-4
D48�
ks
sqcL.-Fz-
Z5
21
f PIS
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895
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vi
9
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I
SHFU"T
3;f
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1p,
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Coss
1z"T
85+63 00
44
E,�Ao
00
Law
IOWA
4 'k
03S
R/Vli
R84. 50
Mo
K2
K2
�Jt:Uf NUMBItR 5 E'�
YARDAGE
EXCAVAVON
, fa-7 i+
km
9
r—I —72i� -- o < - �71
YARD
A 10
�- - 41? 76
W4
in
YA RDAGE
EXCAVA'nON
� Lo
uG.T7 tce_q� lr"�,�7
.1
7
91+00,00
Sl
V.
8,Z&
I
lo
v
694.
108,10 fc�-Io qz.fo
203 s G(,
-,04.59
00 .54-
tz,00 4f.eO
LO
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048
Z-50, L7r
048'1
FR RD Al
4�3 �54
lfj8 1193 1 a
21
SHEETTOTAL
0
STATE P
mv�ERI
rnf -05
11 YARDAGE
EXCAVA'nON
C, -Z
F
31
T3
7.10
CXLB �,/
180445
60
L,,:T
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I Z,�
P,
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p
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92+2M0
920-L
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7.40
C7,.w
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T
12"D
"qo
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S96.55 pq
:STATE PROJECT NUMBER
ZlEfil
I 7-Z 0 nS- -71
YARDAGE
EXCAVATION
ql(l. 0 916
f t' o7 4"
f4.- t4� 5
Z-7 7 15 7 �1,01
00
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X,
Lo --Z�
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�51
-----------
21
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4- Q1 0-7
f I&
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S�L7.--37�
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rx,o,q
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92+88 13
R/vl/
(�S�-Z77
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14,7--7
t
7*,�50
44�000
qZ4 z,;,,7
INLET 3 0
rLef-j
51+-54�
�Z,5.84
szo,84- vl-,84
lwv q 0��l
I
92#35.00
-(.7
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0
2LL
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YARDAGE
E
It XCAVATION
i2
UTT,
93
so
lz
T
q17 86
17.
re-.+
S4� 00
04S V,
, —21 1 ql 84,
14A
293-U
Z7.
85
NIL—
NVJIZ
G -7-7
77
--4-+4 4
STATE PROJECT NUMBER
17zo - oi 5 - 7/,
YARDAGE
EXCAVAMN
0
4-5
F/W
Z5,Fn'
G4, -S 0
.038
NIL-
94+4S.00
4 t, q"At.
4tA30
54, or
.04&�L
mi-
7;4a, L:77
t6�
lo.q, U�
43+15- t� 5'
IAyV 113,7,
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0
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q?z, os e7Z'3.Z—1 qL3 47
230
qzze4-
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T
974D,00
qZZA-7- �FZM,
if
—
�fq
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Svv
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2M
— -- — ----------
M-
96+woo
SrH
sHMT-ToTA
I L
[44A
W3
affzmm� �o
1
PZ34(� qZ3.(k 130
9, �
q�z. I q I I I I
4L80 54,00
3Z.00 7-n
tz,oc�
1 1 1
n v
I�M
NIL-
m
910
INV 89VO
SHMTTGT4 loo
STATE PROJECT NUMBER
I--
v< -7/
YARDAGE
EXCAVATION
'35
4-54' L-77
00
930.
1voo
oz-'A
3s
5T
945ETTGTA(
lz
12
9
Sf-A-TE
'.PC
94MT7OT4
a
STATE PROJECT NUMBER
�EET I
1201-1)�, - 7j
YARDAGE
EXCAVATION
-T—
J
4-ek .
17 70
n7
"w- 70
ZO
7,�
,4,00'
1�9
Tr I'l
I?" c-sc;,
l9q"
I-
4vF,4r 4<0 L,, r
peEvj ro 30 L I+
102+55,00
1 1
%4EETTOTA�
-2
lF
STATE PROJECT NUMBER
YARDAGE
EXCAVATION
;20
'Dib 60 7W 0�5.,D, I
7q'
103+00.00
20 'Drl.40
Dtzzo
4, 3-')'
920
/ -
4,1
74!
110
ej
A, 14
102+Woo
TOT4
q5
5
A-7
�A L�
me,
4. 10
S47
104+35 00
6FRl— fL,
r
is
rA
/4an,
sic
IN—
'ALI
OA-11
04 t&
D�4 t�o
220
�OVL
1AU
8�� 17
YARDAGE
— --7
E�FAVJAMN
ig
�r
12,
5 - -7 1 =ql
YARDAGE
EXCAVATION
A0
wD, 46 , �41t Z00L81P3
W I
4�,430'
43W
im
NUMBER
1720-65-7�
9.91
YARDAGE
CAVA'nON
-fit-
2,
85�
�7
J--
-
6ff�
WO 4Z
75�
4T
7 180' 0,07
(7
GRAM W,V
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85'-'� 4 0
mv gov,35
mv 907,91
4
a' C,6-P
70* - W C�r
I FWWALL 4F,2WAC, I
SHFETGTA�
W9
o,� -7
____Y�ARDAGE
22.04-'
-,Y., 44
7
75
wli 05
&Z �_i'
ZZAY
---------------
Z6
RL
6L
VI 4�#
ODOM
I
--- eZL__r_\
(t5Ji,
141Al'
4 '2'
51'
J
77
T
%�*-EMTGT4
7 1 b6
STATEPROJECT
NUMBER
YARDAGE
OOT Z9
ATION
L:- 7,7712:
60
ep()-
1
1�47 Z(� W7� n
IL
�7 WD'
Z6
4�z -0�-
71
I 54n
AT
J.,CT
).V,
T
ZZ'B",
4-N
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1
lu�.Vv.uu
73
1 13 �1-'
is, cicp
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7 5%
ZOA4-
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Z
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STA goof7. SW
Ar
("LfT 3-8
,Am qoM�
Vq
....
.. -
FrI 11-0
k 1�
6TH (,5
SHM -TarA
W.9
STATE PROJECT NUMBER 1�
NUMBER,
_7,37
m YARDAGE
RIO -----------------
z EXCAVATION
0
230+W000
Rid
229+50,000
UIF-
RL
LM -L
LL
SHEETTOTAL /0
-f05-7t 11 ?Iff
0
I
STATE PROJECT NUMBER
Xtt�
NUMBER'l
YARDAGE
EXCAVATiON
Ooz,2.8
lea
O�
S
K10
6e,
4-79,
ta
r4o
DOI 35
805-8z,
(,T5C*'
234nO.00O
1000 oz 3
-lp
233+00,000
SHIFET TOTAL 40
��Al I: PKUJt�
T
jt�
ALI 1�
47 W'
CSST74-
-A
(4� 44'
YARDAGE
E EXCAVA'nON
X
JAVATION
238+W000
I)C4 55
1 54
937+mOtto
FronEge led- ,0-"
%4FET-rOTAL
I I �; 1 0
�IP R """- NJUMIII�-�R__
17 Zo. -7
tO 5
YARDAGE
XCAVAnO
�h 44�
240+W000
SHEET TbTAL
— 11- - 1-mill
A
m
Ka
f,
STATE PROJECT NUME ER
I
YARDAGE
EXCAVAT�OW
0
/0
61-5
elk)
f)14,47
In
fVil"
245+00A00
91lu
eLi
7
v3,48
571 Z7'
2"+00.000
X-a
tjujo-
I �,
00z.a)(a
943+00,000
%4W TOTAL
5 -71
o -
YARDAGE
z j WU IL
E
E�XCAVATION
.....
3TO'
�,7, Z7'
248+W000
W5 50
50
-7
247+00M0
7--w XW, all
696-FO V7, LpF
4- Ae-o'o
246+OD.000
Frcnto.5e� PcU'O�;'
SHEETTOTAL
a
—STATEPROJECI N�U�MBER,,,U,,T,
"EEETF
17ZO -05-'71
YARDAGE
EXCAVATiON
No 17Z'L,7�
5 7
\n I
—5r,
J,
2SOM000
SHEETTaT4119,V
a
biAlt FKUJtUl NUMtItK
M�gViiR
YARDAGE,
EXCAVATION
—I
AQ
im
m
11
NUMBER
17ZO-06-7�
YARDAGE
EX A ATION
FL,,
-rq -5�
7
259+00,000
Flu) I W ur�
5-rff 35'
ov),
?Dm
&3
258+00.000
SHEETTOTAL
STATE PROJECT NUMBER
YARDAGE
EXCAVATION
tt
STATE PROJECT NUMBER
id"d
YARDAGE
EX A AT�ON
60
ag
44-11
IMID 1�7
263+50MO
2534w000
oze.83
�OM
0 �21,
4T 5-1
262+50.000
CL,
S984 FMUE7 T 07 A
L
I
---- - -------------------- T STATE PROJECI NUMBFR
9,10
YARDAGE
RD )
z W, 6XCAVATiC
zo N
E5
7zo-'o5-71 --=qJ,+
"IIIAIGE
OW
CXCAVA4'n
-7
1 PO2-*
T
t: t
a
�Front-&Se
0
N WEER;
a)0440
YARDAGE
EXCAVATION
466
77
/
I
----------------
------
72+5D. 00
4DOU7
72+W00
Mau
MSG,
71+50
PwA "S-
im
�05 It , 1 4,1171
YARDAGE�
EXCAVATION
I
YARDAGE
EXCAVA'nON
ple, A— 015 cv, (�7
----------------------
74,r'
754MO
"ZV—
IV,
73,45'
75447.0
SHEETT 48 1 3
i
I STATEPROJECT NUMBEK
F-7-726�4,,v --7tito
YARDAGE
EiEAVATION
0
mt,
D14,87 4
Fa
-t7B �5z
74�40
FL
i ��14 4z
�cy
------------ r
11 � I
00 00
77+00 � 0
SHMTOTA�LtBtP
_7 _
S 7Z7
92
I fj,) F�o-,)5- 71 19,1 ti
F,5'eo,
FZ,
A
75+Wo
SHM70TAL, 14'
7
4t
YARDAGE
EXCAVATION
0141�
im
I
-STATE PROJECT NUIMBE!R__Lj,!�,�LT
17Z� - 0 5-- 71
L_._�_
,j EXCAVATION
v
�t3
-- ------------------------
a
0
z
k'#00 SHMTOTA�, wr
6c it
I
-72,9 -�01�7 -71
M
T7-
0
490
110+00 Ou
40
Ito
Not
109+00100
fi
ST5.OD
8m O'D
10046,0100
5.50
lo"'Oo
SHM A�
STATE
PROJECT NUMBER SHEET
4UMBER,
I
f720-05-7t
4111%
RDAGE
EXCAVATiON
ago
&DI 81115
4'
T
114+00,OD
fL,
c445ETTOTAL
0
�lAltrKvjm�� Nuf�D�
-06-71
z !
R
Tj
no
R, 889�42
689 4Z
J,
005
we
- — -------------- 7—
116+00Ao
aW77
—tic
Y4RDAGE
EiCA
11' d -1
m
In
�jll
YARDAGE
EXCAVAMN
I
Fu
I
'ROJECT NUM13ER
/A/ 71
2 7eO' Z�— 2 -�Il
YARDAGE
EXCAVA'nON
ILI �z
HIVII 240 50
52 �DZ6 sz +50
230
O�z �7� ID 6 �.7
3817'
5400.00
VZ�� Z4
Mao'
9
STATE
PROJECT
NUMBER
17ZO
05
- 71
YARDAGE
XCAVATION
�)34 930
0
7.80'
T
FL
4-ZL)i
vN560
&0
---------- -----
,i3l
7
lz
i
I
13
11+5mo
77
sq
7 5
Mao,
n
�-ov
- --- ------
sw
OT/q, ILL'
SNMTTOTAL
f
c,
Z7 80'
13+OD 00
YARDAGE
jTC�V�WION
SH5ETTOTA f '2�77
L=
1 1-7;7,)
��-AO 73 E4�073 94D
L,7% 9" 4 11
-TU 75- 1,7 2740 920
Fl? 7
5-71
ILI YARDAGE
E CAV
XCAV
LATION
m
K2
STATE PRO.
FECT NUMBER
UMBER
-720
7/
RL -90 ------
YARDAGEL
EX6AVATIOON
715 -80 4
0
Lu- I
9
PROJECT NUMBER
STATE —
A DAGE
Y R
EXZAVA�10N
930
056, �7
T
17+50,00
47-`
7
ISO
373
�-7
IF
W+Woo
/VV
940
IDZS 57
16+Woo
AG
vu &.1)
p5z29
5-0
k7'
3z
IWD.00
s.9 EFr TOTAL
i
I
I
AGE
EXCAVAMN
50
vu-50
25,Z5'
ig
R/V)
FLI
940
Vj
Ozol
-2z--
ze241
4-793'
SHEMUTOTA( I
IZ
1�1
I
w