HomeMy WebLinkAbout1999 7994-00-41.pdfja4A,
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INDEX OF SHEETS STATE OF WISCONSIN
Sheet Not TWe D PARTMENT OF TRANSPORTATION'
Sheet No. Z. I - Z f3 Typical Sections and Details PLAN OF PROPOSED DAPROVEMENT
Sheet No. 3, t - 5.4 Estimate of Quantities
Sheet No. Miscellaneous Quantities
Sheet No. Plan and Profile RIVER FALLS EAST DIVISION STREET
Sheet No.&t - 6,45 Standard Detail Drawings
Sheet No. — Sign Plates EMSON DRIVE - CORPOUTE LUAITS
Sheet No. 9.1 Computer Earthwork Data
Sheet No, Cross Sections CTH M
TOTAL SHEIETS ST CROEX COUNTY
ESTATE PRORCT NUMBER
A79994-009-41 I
DESIGN DESIGNATION
A.D.T. (1999)
= 3809
A.D.T. (2019)
5600
D.H.V.
= 840
D.
60/40
V.
40 MPH
10%
ESAL
119
LEGEND
WATFP QAN44 Yu— 61 AV ---
GATE VALVE
HYDRANT
MANHOLE
INLET
SAlflTARY -,VTF,1
STOP SUL'R 42 LF 12' RCP 0 1 337.
TEL - ---- 11. LINF
GAS UNE
Li
N"'FrIGROUND CAME TV -CA7:----0-'-ATV ------
UNCERCROUN'D ELECTRIC UN, E,-Cl
CLVERHEAD FLECTRiC LN'l- A- E!S.'J ---- O,t k„EC --------
ULUry POLE
-0-
GUY WRE
sot DLcTjP
SCR ENr
C,'NeUSlIn(-F FLUIDS
-0
FECNCN
PRCFFRT'r LlNFl
T IFMPCRArY EASFVINT ILNE
C01l0 FIRUC71GN LWITS
1AV'-1JT PAVFYFL4T
rENCE
E>LSTING CULERT
CLECI-R!C TRANSFCP"ER
PcD117AL
Tp@ P n,
SCALE
(N FECT)
800 0 161 C 0
�--
400 Boo
TOTAL NET LENGTH OF CENTFRUNE 0,4133 (URBAN)
_2 —C101C0-.--.-(!ij-RAQ.-
0,4133 TOTAi, W
COORDINATES ON THIS PLAN REFERENCE
THE WSCONSIN COORDINATE SYSTEM
CENTRAL ZONE, NAD83. VERTICAL
mm
CITY OF
MAR 1 6
r)AVID F,
STATE OF IMSCONSIN
DEPARTMENT OF TRANSPORTA'BON
SURVEYOR
jjr.
DESIGNER
TD H,
DISTRICT EXAMINER
SCOTT rVES
DISTRICT SUPERVISOR
DAN PENZKOER
APPROVED FOR OlISTRICT OFFICE
DATE:2L;2-5�
COAL
ACULDC LO'ATOM S OF ENDED AND GUTTER To RE AMO'Fl, D AMID REPLACED TROY COAT NA S BEEN ESTIMATED T AN APPLICATION RATE: CF 0,025 GAL/sY
TO RE MALArE, U ME REED BY ENGMET CONTRACTOR SHALL BE HUD AND EMU BE MAUD IECTWEEN LAYTRS OF AUHALPC PASSAIN1.
RESPONVOLIC CUT THE PROTECTOR OF REMAINING CURB AM GUTTER FROM
VECIMNIN', DAIATO, SDRIA DAMAGE, GO DAMAGE CAUSES BY CARELESSNESS FOSOFE AW DRV,7VP%YS, IRA WALKS, FENCES OR ANY OTHER PROPERTY
OF OPERATOR ERROR REMOVED OR DO TEUREED DURING CONSFRUCTION TO A C(NEITMIN EOJAL
TO OR BETTER THAN ITS CONDITION PRIOR TO CCMVENCING BID Pa,--CCT%
VAIM„m:NT EMM, SHALL I',- VERTICALLY SAVACLIT AS ANTMED By THE ENGINEER
BEFORE PAIANA AND/`OR MAWCHIN,,
CULVERT REMOVALS ARE TO BE OCINSMERED INCIDENTAL 10 PROJECT,
EXCEPT AS DESIGNATED CN THE PLANS.
ALL QUIIB A)`AI GUTTER RAMP AND AFFECTS ARE SHOVR4 70 THE FACE 0- OUR
WE LOCATIONS Or ALL DRIVEWAYS ALL BE VERFED N RE MELD
TOC 0: MOTPYS 0FVABCNS SHUrN FAD FILETS OFFER TO TMIA GRETNA
EMAMN Al UT FTC ME OF GRATE. GAME VALVE AM MWUF
N-FIVATH-US REF-R, TC' GEN`GR Cr MATTING
,OIL STC'SH SOCER -RTS, FLEVATCNS, FIFE ANGTOT AND CRAVES
ARE CQYP�,ITID UNTER-TO-CENTER OF STRUICTURES,
ALL SID' ROM) AND NIERSECTION EARTHAUW, UANTIT)E'R ART INCLUD"D
Ri MOUNT FART CUANTTES
RCAVA '01 A I T?C'EACC IS NOT SHUAN CN FLAN TT FP FILE CR
CROSS SECTIM 9103 wmoms On To M; MOEWMED N Two ARE
Rf Ir L"NUT ANY MEASURED AND PAID FOR AS CUMCN EXCAVATIEN.
061 094 SITES I IN ANY AM AH, INARE MAJERML AlAn BE RIC
(,t"JMACTCR'S PECWNSIMLIFY VISUAL EYES SMALL BE OPROAD
By v& ow or MAR FAILS
4" ATFRAVIT GOARETE PAVENORF O-QU RE CM&TRAXTED AYTH
A 1 75' UPPER LAYER 00 A 125" LOAN LAYER
SYRIA SON BOWS ARE NO'F SUSAN ON TIE PLANS, THEY ART TO OF
LOCATED AND ADJUSTED IN IT",, FIELD,
CUTSAUCT MAN: 100GO ME SIDUYALK 1/4 INCH HKPItR PRAN THE TOP of
CURB, AWN THEY ARE ADJACENT AN EACH OVER
MINSTFILIC-RCIT PERMITS FOR ROSE GRAUNG AND CRIVEWAY CCITSTRUCECIT HAVE.
BEEN OBTAINED AND SUCH RIGHTS ',SLL GE MTENDED TO R4t CONTRACTOR
BE CTINTRAMOR IS RESPCNSWLE RE COGIMNATING GIPH ANY AND AU
IrrunpT MR ITEMS FROM MAY NEED TO BE RELOCATED, HELD N
M_AAE, T-NMX7 _NALy "TAPE, ETC IN USED 10 CARLIDAT, TH'
CCNT,7I,ICBQN C10,ION IN 1AIDE PLANE,
UNDENTAIN SHOWN !IT MAN VEW CRAVINGS If, STRICTLY SOM"AIC IN
NATURE UPPAIDRAINS ARE TO BE CAPPED AT THE MAR END ABC
WAAMCNED TO DRUM SEWSP, RLETS AT ME LOWER V11) RIC EXACT LOCATION
SHAU. BE CCATEN) M RIC FIELD BY ME ENGINUP
Mn UTILITY LOCATIONS MOWN Chl ROSE TRANS SHWUD BE CCASTERED
AFFROPPAAM', AERIAL MELD EM"IrICNO THORAD OF VoISFIRD THROUGH
OTARS RESHOT, 0-80-002-VAL THERE MAY RE ACEIMNAL LIPMES
1401 WEAK W ROSE PLANS
INSCRORMN CF UTUTY STRIATE AND YLTIFEUPCCN AT ALCT-SS TO "WORTES
N ME PRO., CI AREA SHM L EE KEN M A AM&% AT LEAST 24 HUMS
APEI NOTICE To AFFECSO, FMPFRODS IS RECILLF,.-D BEFRIC INTERRUPT,
A SOME OR SUMBA CSNTRACTUY SHALL RE ASPONSCUS ASS
N079UTIN AHCH SHYLL CCNMST RE SMOG FRYLt MAR TO OCCR TELMHCNE
NOT E MDPR MITTEN UNTREATED. OR ANY COMINAN" Q VERB
METADS, AI)TUCNAUy, THE CCN',RACTN pl,'LL HUFFY THE MUNVRAL
FTEUTIES OFFICE AT 425-092, OF PAL PM--'FS SERVE EiNTERFADTIC NS AT),.) THE
PANIC DEPARTIONT AT 015-0909 FOR ACCESS CA ROMWAY iSITEFRUPTIBNS.
RACE FALL' MINIMBAL UTILITIES
SANITARY SEAR
OEM[ KCLAAYNRfl
7Z5 EMT MAI STREET
MUST? FAU3, JIMCNON 54022
FHAPR', 715-425-0906,
YOUIEFT & ETCATC
TRIPLE F NOUN SERVICE
ins Sam DOVE
UTME CHUTE, AISCONSIN 54140
PHONE Y-SOO-309-7867
AN:,l0TSCFq (TTZIEHONE)
CHUCK LEVITRIA07
A4 SOUTH PE SOY SITINT
EAU CLAIRD, ABO,CKCIN E4701
FILLNE, t-800
MEMA CIA (CAKE TV)
KEMN STOP
7584 SPIN SMUT SOUTH
U -
COTTAGE ROVE. IS A, '016 3100
PIPYNZ: 651-486-2948
SP OEM VALLEY NATURAL OR, CEVPAUY
212 NORTH MAIN STREET
RIVER AMR, AACONEN 54022
FILONE 715-425-6177
V,I2'CIDNS"i DEPT. CF NATARAL ROGAIRCES
ROBERT STRAND
1300 REST CLAMEMCNT AVENUE
EAU CLAIRE, VASCONSIN t4702
PHr,NR- 715-830-1609
EMD— 15cT
INLET COVERS
8A5-1 -'d
INLET AND AIANKLE CA)VERS
LSE;;-3
MANHOLES TYPE I
8'37-3
SLANIRCLES IIPE 2 & o
8CI-5
INLETS TYPE 1.2,3,&4
801-12
CC`NMRElE CURB, CONS,ETE CUSB 04 GUT AND PADELM-N T IDS
8 BE4 - 3
CCMRSIE SURFACE DRAN AND ASPHALPC FLUME.
8D5-8
CURB RAMPS
8E8--2
TYPOAE, INTALLAY(TIS OF EROSION BALES
8E9-4
SILT FENCE
8FI-11
AFRCN ENDYTALLE, F02 CULVERT PIPE
8F4 -5
JOINT TIES FOR ITINCREM FIRE
EF5-1
CLASS "a" SEDMING FOR CULVERT VICE RE STORM SEVEiR
9B2- G
CCNDULT
T 5TEA- so
PAVEMENT HARKING (MAINLINE)
IEEE- 8b
PAVEMENT MARRING (INTERSECTIONS}
Ibcs-8c
PAINENT TLARKING (RINIBING, LANE YES PASSING I.
1502-12
lRA"T CWTUROL FOR LANE CLOSURE (S.&SIRE PER MCI LNG CAEERATSDLS)
INC..
PEE T
PAVT
PANTMENT
so
SwMfE YARD
AM
AWOWT CRIME DIFFEKWE
D.
DEGREE OF CURF
INTEACWNM4
P.C.
PC'NT Cr CURVATURE
STH
STATT TRUNK HIGHWAY
AGO
AGGREGATE
DHV
DESEN HOWR VELLITE
Y
TVA
OPERT
RED
PFOESTAJ SIR PEOPIRIAN
ETA.
STATION
ASPH.
ASPHALT
MA-
MAITT ER
AI,
PRINT Cr NP-RSECflQN
SS
STCRM EVER
AD T.
AVERAGE DAlY TRAFM
D.
ER LTIC NAI 5WRIPUTICIA
A
DEGREE CF CITWORT
PK
PARUN-KALON NAT.
ST
RII, OR SAINT
AVE
AVERAGE
AT,
UETILE RAN FIRE
RE
PERMANENT UPPER EASEVFNT
BE
SEES UWATION
DM
CRUTWAY
UNGEA QF CURVE)
PT
RI A I
EEG
PEMK
IS
F" I
IOU,
IT
POINT U� TANGINCY
T
TANU-NI
ME
EMWNMS
E A,
EA`ZH
EAST CAR EASL FOREST (Y)CMYNATT-
LC
G CF
LOIAN
Al
P011 CHARICE
=
1,
0
UPCRARY LARIANNT
SAVE
RON VEREMAL CURVE ElEVAMCN
E.
LcB
LONG CROPS P-' ARING,
11C 10 CF V"DTICAL PCTKNCCTAN
SLL
TELEMME
MAE
2WN ARTMAL CURVE VEATICN
CUES
EIA CTPIC
TEVP,
TWNPCWW
B,%P
RENCH HARK
T[- ED ELFV�
ELEVANCN
L.F. OR NO.
ME UNEAR F007
IS,
SARNO
I
TMEKS ('-E�RaDT Cf)
VC--
AD VERTICAL CUR',-, 7LCMIIC'I
L!
LWP RIM
TAE'MQ*(,D7, CONCREIL
I AT,
TYPIP-M
CARD
CROWN AGGREGATE DOE ARMED
EVC5
END WRICM CURVE STAMN
IT
Il " T
'D
ROAP
CALV
TABLE TFLEYEION
.SAL
ECCTVALURT E'RLE AM! LEAD
ILIA
TUFMAININY
UNU
JND-ACSF', D
C B,
CATCH BASIN
EX
POSEN(,,
ITT
MA"114CLF
Wou
FCTURN)
1
WINTER LINE,
MA OL
AfA 7R AL
ED
AT{
LROPA
VAH.
VARJARLL
CW1
MURRUGATED METAL PIPE
F.G
FINISAD GRACE
PT,
FUSH-1
V
M-Ci-PY CR
M N C,
CONCRETE
FA,
FLOW IMF
U,
NORTH CR NCRYU rR;EGT COCADINATE
MITI
RIGHT-CF-WAY
ME
MADIVA WRVE
EVART.
CRISTRUCTIGN
FF
FOO-,
NO
NUMBER
VAP
VMKIM CLAYATE
CA
CUSH STCP
NOR
NORMAL
SAN
SATALIAM
CTH
CCUNT`Y TFUNK HI(-E-WAY
SCAR
GRAVELSMITY
ISDE'll"N.'S
CA(T
H U I E RE A ALIGHT
G'V,
RATE VALYT,
OUT
OBLITERATE
-
S
SOUTH
A OR CU &D
CYCLIC YARD
O'c
AN CENTER
Sr
SQUARP Wor
C&A
CURB AM GUTTER
HR
HANDICAP PART
HAD.
HYDRANT
L-7—
CRUSHED AGGREGATE BASE COURSE SHAULDERS-C
EXISTING 9' AGGREGATE BASE COURTS
6 0'
4TCPSCU- AND
CIS SEED AND M
4" CONCRETE XALK
4' GRANULAR BACKFILL (IN)-
SUBGRADE PREPARED TO Q' DEPTH -
(TYB)
PONT REFERENCED
TO ON PROFILE
11J, TO 7- 1 1H D, P-11i
MEM10JAMC14 IREM9141161,11
�MiMtsm
—_.-----VARIES V TO
LK 1/4" HIGHER
GARR
POINT REFERENCES
TO ON PROFILE
T4-1
,9T F-7-----Fff=--TTz=-FTrF'T
-4' MIN, 4CGREGATE. FACE
UNDER CURB & GUTTER
lzl�
%
0.02'
30' TAPE D CONCRETE
%
EYOUNC 3" ASPHALTIC CCNCRETE PAVEMENT
4' APPALI!(, CONCRETE PAFZMENI, TYPE ITV
!AGN CRUSHED AGGREGATE BASE CCURSE
10" CRUSHM AGGREGATE BASE COURSE
PLENDED W171H SALVAGED AGTHAL% PAVEMENT
VARABLE DEPTH SUSCUT TO OR
R'Pt.,',CFD VdTH GRANULAR EXCKFYLL,
,P N) BE DEIERMT4ED IN THE TICLD.
k IRWOM M il I N M 14 #M:(" I E41111
mmlmmffimmmnm�m
N=-
(T�01ILL EXISTING PAVEMENT TO A 7-;NCH DEPIH,
(4-INCHES EFLOW EXISTING BMIKiNOUS FAEFACE),
(E) MkLING ARE,, NOT TO EXTEND CF)'CND EXISTING
EDGE OF PWVMENT.
\-4- TC.PSUL ADD SAID
OR SEED AND MULCH
CRANULA4 RACK NA. COHPACTF0,
IN PLACE BEHIND CURB
GRAIN DETNI, AND
PROFILE CLEFTS FOR
OF EDGE DRAIN (TYP,)
N6TES:
(1 SEE PLANAPROFILE SHEETS FOR SUPCR-
rLEVA'DTT INFCRMATICN
02 VARIES FRCAI 7' -10 14' AS SHOWN ON PLAN MEW
',3) WALK ENDS, STA. 18+93
WALK 6' DEPTH AT DWY APRONS
04STA- 1+82 TO 5TA, 9100 WALK SLCPEG 002'/TT 70WARDS STREET
STA. 9+00 TO STA. 18+90 WALY, SLCTES 062'/FT AWAY FRGIA STREF-7
01 MAY SLOPE AWAY FROM CURB IN PILL AREAS,
SET' GROSS- SECDONS
NEENAH CASTING NUMBER R-2561—A
OR APPROVED EQUAL
2" ADJUSTING RINGS:
MINIMUM 2
MAXIkKMq 6
4' 0' DIA,
PRECAST CONCRETE
MANHOLE SECTIONS
4' MIN BUILD
STEPS. 16'
CENTER
T--
L;�CIN
DIA VAMES
8,
REiNFORC.FD CONCRETE. EASE
UEffiff.-Q&TQdaAaNJDETAIL
4,
NEW
A
TI
I ON OUTLET OPES TH� ',-35T
T ,HRFE JCNIS AR, TO PE TTO
2 ON (NLET OPP", Tk, LACi SECTION A -A
JOIIdT CS TO S' TIED.
EEJRAP -AI-QW.ff.Rl-QU-R=
J,) ENTRANCE WIDTHS' AS SHOM CW FLAN
C2) 1/2- EXPANPON MR-,
C rLACF JOINTS AS RECNRED FOR
CCNC. LURE P GUTTER CCNST.
6" C011CREIS CN CCMPACTED
CRANULAR SUPGRAD-. ALL JOINTS.
N CCNMETE APRrN TO BE SAAEP.
MATCH E)K177,NG CRWAY SURFACE TYPE.
c"" NCR, ET Ec 6' CONCRETE CN C6MPACT-tO
CRANULAR SUBG,ADE
FEIUMINCUS: 2C' MAN OVER 6'
cpu'H�
M AGGREGATE EASE
GRAVEL; 6' CRUSHED AGGREGATE BASE
GUTTER
TO 90'
END ENTRANCE CONST
AS SHDVN OfT PLANS,
T—TQPDM. AND
SOD CR SEED
(SEE TYMCAL SIC1 ON)
I
NOTES
t STEEL TO CE USED %Hv - N CRNTUNAY SLAB
IS NOT PDURED INTEGBAT WITH GUI7-R,
1/2" A 2,5' DEFORMED NE PARS AT L.5' oc.,
PLACES A'r MID DEPTH CF SLAB.
2 WHERE DEWALKS EXIST C.R ARE PRCPOSED, ME
DRIVEWAY SHALL EXTFND THROUGH THE ODEWAUK
3. 2- MAXIMUM CRO'3',,-SLCP,- ON BD -WALKS,
4. PAYMENTFCR DRWIWAY g'HALL K. FRCAI LACK OF CURB,
PJ77M FLON UNE AT NU T (,,I rAYP ENTRANCE END SEC'711-bi
STANDARD INSTALLATION
!LTER FABRIC
TAMPED
BACKFILL
-6,
ALTERNATE BY ENGINEERS
WRITTEN APPROVAL ONLY.
POST
-FILTER FABRIC ,
HAY BALE
TAMPEL
BACKfiI
6' WN.
NOTES
1, POSTS CAMAGE0 ON
DRIVING SHALL BE
REPLACED
2 EROSION CONTROL $HALL
BE MAINTAINED DAILY.
CRUSHED AGGREGATE BASE
NQT-EL
Cj)TRENCH 9ACI<RU, TO CONSIST CF CRUSHED
AGGREGATE RACE COURSE, CFD4 GRACED
NCX 2. THIS SHALL GE-INMENTAL 70 THE
ITEM "PPE. UNDERCRAIN, WRAPPED. 6'.'
& GJTTER
GEOTEXTILE FABRIC TYPE OF
APE, UNDFRORAN, WRAPPED,
r!
.'IS. ,ED GRADE:
RELOCATE HYDRANT S
tREMOVr, EXI5Tt 1G 3 'T EXTENSION
REPLACE HDUTY ONtN
TTt xis' S
5CA pM.HY HEAVY
08 FT %'V
.C Y. FR
31.2 4 YFABRIC
�' PO FT ._o"ETt.
YDS 3AP INST 12(ETEE
_'-•. �. S'-" _ _ r:.p 1 '"Gl. ieE i fY (S'AlC
REMOVE EXISTING RIPRAP^ t `nf� T;�i
Zvi t
RrlrClr H1I R.,^dT i6 dr R�tCiCATr`0 ..-- D�
SHOT GATT VALVE p REMOM NOX r
INSTALL kii PUJG ON ENO 6
rsl I I'
1 g }
NOTES
I LI. C TO SO BE
r
IIE(kAMCAL d0'NTEE
�UL t. R TO Rr:GEJ [) C L
�- RNIS AMUST GTCPRAD-
TO CR UNDISTURBED SOFL
�E Flwis":+ CRA[)E GR Ci IP CTED IXLCKFILL
?a'
E LI L' TR C PAVEMENT CBE
LIT113TRVUTEP PAVEMENT
FEN. TO RE
TOP TO PE 'IT MIR
P _. TO FVJ SH C. ACE
✓AUr, i x TO GE 4ET VI�N 8' �
t TH 2 ( Yr RS E PER LAL AND BOX , '[GP Lf T7f J
F CLYt-+HYLE N-1 i t ST LL c r CTAILx,
1iy�� EE 4Y1 i .�-
GA iF Va[Y_�.___... j�r s.rD G'�iJtd PDX
17:
_ _v_,_.. T I4
E CHat,T
OR EG'A
�> E r' RE
r._ff3 CtYut FC 3/ „: Cl,";DS A7 JONT1 N IE SET VALVE 9OX { .ACGR v
tAA;fk I I .� NA'IVI SC t kS N07 FPE E D. Aih'NC, C(E'rR WTH
.OT UI.IESN'rtN .} f'G(.YE'.'fH tFt SEE SPEC "CA ICNS, G 9Ci'd 4,10.
ALL HYDRANTS 8' BURY, OR AS NOTED ON PLANS VALVE AND BOX INSTALLATION
HYDRANT DETAIL
WITH CURB
EA&TING
E<EL! T_1
it T GATT VALVE D1 )X
ISTNG 8` BOX
AND REPLACE LOTH
IND LOX EX TENSi(ENS.
1 ..
J,..;.r...._..._ __.._.. Ti. ..
4
HYDRANT RFI OrAmm RFTAn
rh
xa
995
985__....._..______.._..__.._._.........__,............._._.._.._._..._ '.......__.___.�_._...._.
4 �
frHr CY�EC1 f'IN iqt S -
H1S`MG N ECN XT
Y'. dtlG GOPIe
HD RJi EOCATI �,ay
NY .'d T -t
f
I � i
------------
n
i I
1
>: dJ 20 0 _E tJ 6t1 ,., 12Q
SECTION THROUGH EXISTING 12" WATER MAIN ALIGNMENT
HYDRANT RANI DETAIL
STA 13+28, 36' LT
a
t a
r
I
SCALE IN FELT
I
,D a
a
20 i f
t
f
...._.._ /y
EIAT
ACT FENCE
4 I
5 Li If� FENCE _F r I.
` ,r--- r 5Y ERGS ! d V
__.
_.., ��
a i
i
R IERO Cry SILT PENCEr
CrfTH 6F.051bL �)E: I
c. PACE
r I"RC9 Lay FS
.Atli Er°70FJC [ L _ + __
e
LO Lr __I FE}.0 ..
, ..�_j
"�-if-"s`LL rENCE
Ct �{{{.
y'
96D LF PtT PEIVC'L'.
,., 15 LF SILT FENCE
(j' SI C
` ' Cas Ru4Ta TET Cd iav s E DIkiSION ST a _ a — a s - — -- `�-z—
' RO(.x yFN AN Cr.S_. _._ _ --�_ .. . ,.._...._. .. ___. _ _. ., __._ _. _ 3 `4 cs a E�DI41S
u._,
�_._ w-
5 LF SILT FENCE
M1
I
I
F € y
I __ a
i
E +
CQYg.7S+UC7„ II
o0c;
157t.4 Fn`psp FO!(CGT"tl AS.`nJCf to 4'CEr f
- _T,........ _
RFINFCRC. .LT F NCE
ALIT E'O�IC.H CC T `I_ BALES
F. Qfy�Q� Sr
( Ir F
y
r
0
} i
t
�4
cc FRO CIN Um —Ts
LLJlli TS
LEGEND
CORDING -TEMPORARY ROOD
SEEA�� CONSTRUC➢ON ENTRANCES
MIX
t��
MIX No. , 1 MULCH
i SO
--EROSION ERQGO�N CONTROL BALES
R P—RAP, TYPE R
_'ET FENCE, SILTY SOIL
EROS )FT OAT, TYPE A -" � PROPOSED SIDEWALK
CONSTRUCT TEA.PORAR`i
ROCK ENTRANCE
__`:
"'���,
`�•�
REINFORCE 47 FF fCE_
MTH EROSMN C6RCL SALES _�
9T
...� .
— 570 LP SILT FENCE
per_
4 I I
435 LF- SILT' FENCE
CCNSTRUCIION UMftB
CC,NSTRUCLON UTAITS
CCNSfRUpTICN UVITS
NOTES;
I P+F EXACT LOEAT(U! OF FRO° ,H CDNTROL C t C S THAN_ EE
S E. vt EO N 'HE RED RY THE Ft C T EER. AND -SHIU DE
1EZA FU ROM TO S11SRR E.5(91..
C "LRFET➢ TLqF AREAS W9T N ME PY>1T-Ck' AAY ARE TO PECEIAT_
A'
lc ES' CT TCV« C(L EERTLOER TREE A. A110 SLID CR RHFL VIXTuRE
" IQ AN6 VIIKY F� *F6 D SCCL D NO S''EL G S,RFACES STALL CS
OUSSt WK O'E TOP V.F ADJACCINT CIDJME—E
3. ALL `.OET SI ICTLRES DiALL RE CRItPCRAP!LY (IIID[{.CTED WIH
C'nOTEXPLE FMTAC. n1PE OF. FFE.O'N THE CRATES (N=ENT-L.
EAST DIVISION STREET
EROSION CONTROL PLAN
I
I
CONSTRUCT TEYP6 ARY
ROCK ERTRA, E -�'% ,
REIN CRC7 Sn.T
AITf', ERONCIN C6NTRCL-
c E- Dimsio % ST.
.SCALE IN FEET
40 0 40
CONSTRUCT TEOPCR.ARY
ROCK ENTRANCE
_ _ V - `y r"CCi$IC d t p4Th GL E`RLES '
l�`... :25 LF SILT FENCE
4. All EEERIt£ J,lITIE AY,T) RAPED CND SE'6T° 1S ,,L EE
A NCLJCEi' A" A MN VUN OF 2 STAPS CA SOD (AS -INCIIFS7
AND ER T=N CONTROL EAUS MIS ASNEr IS PE PERF(ERVEp
w LfATEt,Y UPRv CCMPLETC1N qF TIE CRAD.NS AROC.NO CACI
S', UCIRE.
IYIF ERO`PI! CWJTR.1_ FARES ME TO EE NA TANS MRC%.IGH WT
ThC PROJECT DURATION AND RE%OYE6 UPS! FINAL ESTAE_jEVVE"!T
ACID
0. ALL SPOKEN CON^, F%. CS 70 RE I4ATNTANtMt OAljY',
T. ADJACDIT ROADWAYS OJTSOt Of NNE CONS'IRUC AN LIMTS ARE
TO EE C EMED AT THE DID OF EACH A;FK.INC DAY.
DATE 24FEB99
LINE
NUMBER ITEM ITEM DESCRIPTION
0010 20330 REMOVING OLD CULVERTS
0020 20402 REMOVING ASPHALTIC SURFACE
0030 20405 REMOVING CURB AND GUTTER
0040 20408 REMOVING MASONRY
0050 20416 REMOVING INLETS
E S T I M A T E
O F Q U A
N T I T I E S
7994-00-41
UNIT
TOTAL
QUANTITY
EACH
14.00
14.00
S.Y.
12.30
12.30
L.F.
178,00
178.00
G.Y.
1.85
1.85
EACH
2.00
2.00
0060
20420
REMOVING ASPHALTIC SURFACE, MILLING
S.Y.
6,866.67
6,866.67
D070
20501
COMMON EXCAVATION
C.Y.
5,493.15
5,493.15
0080
20801
BORROW EXCAVATION
C.Y.
2,901.47
2,901.47
0090
20901
GRANULAR BACKFILL
C.Y.
1,805.76
1,805.76
0100
21301
FINISHING ROADWAY
LS
1.00
1.00
Olin
30404
CRUSHED AGGREGATE BASE COURSE
TON
11,217,49
11,217.49
0120
30424
SALVAGED ASPHALTIC PAVEMENT, BASE
TON
2,349.26
2,349.26
COURSE
0130
40204
ASPHALTIC MATERIAL FOR TACK COAT
GAL.
275.00
27540
0140
40301
QMP, ASPHALTIC MIXTURE
TON
2,389,21
2,389.21
015D
40501
ASPHALTIC MATERIAL FOR PLANT MIXES
TON
143.35
143.35
0160
40713
ASPHALTIC CONCRETE PAVEMENT, TYPE MV
TON
2,389.21
2,389.21
0170
41605
CONCRETE DRIVEWAY, 6-INCH
S.Y.
151.80
151.80
0180
52260
REINFORCED CONCRETE APRON ENDWALLS FOR
EACH
1.00
1.00
CULVERT PIPE, 12-INCH
0190
52261
REINFORCED CONCRETE APRON ENDWALLS FOR
EACH
1.00
1.00
CULVERT PIPE, 15-INCH
0200
52262
REINFORCED CONCRETE APRON ENDWALLS FOR
EACH
1.00
1.00
CULVERT PIPE, 18-INCH
0210
52263
REINFORCED CONCRETE APRON
ENDWALLS FOR
EACH
1.00
1.00
CULVERT PIPE, 21-INCH
0220
52266
REINFORCED CONCRETE APRON
ENDWALLS FOR
EACH
I.00
1.00
CULVERT PIPE, 30-INCH
0230
60133
CONCRETE CURB AND GUTTER,
30-INCH, TYPE
L.F.
4,362,00
4,362,00
D
0240
60204
CONCRETE SIDEWALK, 4-INCH
S.F.
9,872,00
9,872,00
0250
60601
RIPRAP
C.Y.
44,10
44.10
0260
60827
REINFORCED CONCRETE PIPE,
CLASS
III,
L.F.
25.00
25,00
STORM SEWER, IS -INCH
0270
60828
REINFORCED CONCRETE PIPE,
CLASS
III,
L.F.
75.00
75.00
STORM SEWER, 21-INCH
0280
60829
REINFORCED CONCRETE PIPE,
CLASS
III,
L.F.
462.00
462.00
STORM SEWER, 24-INCH
0290
60831
REINFORCED CONCRETE PIPE,
CLASS
III,
L.F.
88.00
88.00
STORM SEWER, 30-INCH
DATE 24FFB99
ESTIMATE
0 F Q U A
N T IT I ES
LINE
7994-00-41.
NUMBER
ITEM
ITEM DESCRIPTION
UNIT
TOTAL.
QUANTITY
0300
60870
REINFORCED CONCRETE PIPE,
CLASS V,
L.F.
399.00
399.00
STORM SEWER, 12-INCH
0310
60871
REINFORCED CONCRETE PIPE,
CLASS V,
L.F.
165.00
165,00
STORM SEWER, 15-INCH
0320
61110
MANHOLES, TYPE I
EACH
8.00
8.00
0330
61112
MANHOLES, TYPE 3
EACH
1.00
1.00
0340
61122
INLETS, TYPE 3
EACH
10.00
10.00
0350
61128
RECONSTRUCTING MANHOLES
EACH
2.00
2,00
0360
61129
RECONSTRUCTING INLETS
EACH
I.00
1.00
0370
61152
MANHOLE COVERS, TYPE K
EACH
1.00
1.00
0380
61167
INLET COVERS, TYPE H
EACH
11.00
11.00
0390
61182
ADJUSTING MANHOLE COVERS
EACH
6.00
6.00
0400
61236
PIPE UNDERDRAIN, WRAPPED,
6-INCH
L.F,
663,00
663.00
0410
61801
MAINTENANCE AND REPAIR OF HAUL ROADS
LS
1,00
1.00
0420
61910
MOBILIZATION
LS
1.00
1.00
0430
62203
ASPHALTIC FLUMES
S,Y.
12.00
12.00
0440
62301
CALCIUM CHLORIDE SURFACE TREATMENT
TOM
7.73
7.73
04SO
62502
TOPSOIL
C.Y.
1,339.00
1,339.00
0460
62703
MULCHING
TOM
2.90
2.40
0470
62811
EROSION BALES, DELIVERED
EACH
160.00
160.00
0480
62812
EROSION BALES, INSTALLED
EACH
160.00
160,00
0490
62815
SILT FENCE, DELIVERED
L.F.
1,795.00
1,795.00
0500
62616
SILT FENCE, INSTALLED
L,F.
1,795.00
1,795.00
0510
62817
SILT. FENCE MAINTENANCE
L.F,
1,795.00
1,795.00
0520
62819
MOBILIZATIONS, EROSION CONTROL
EACH
4.00
4.00
0530
62821
MOBILIZATIONS, EMERGENCY EROSION
EACH
1.00
1.00
CONTROL
0540
62822
EROSION MAT, DELIVERED, CLASS 1, TYPE A
S.Y.
300.00
300.00
0550
62823
EROSION MAT, INSTALLED, CLASS 1, TYPE A
S.Y.
300.00
300.00
0560
62902
FERTILIZER, TYPE A
CWT.
7.10
7.10
0570
63008
SEEDING, MIXTURE NO. 10
LB.
122.60
122.60
0580
63101
SODDING
S.Y,
3,245,00
3,245.00
0590
63411
WOOD POSTS, 4X6-INCH X 14-FT.
EACH
5.00
5.00
0600
63702
SIGNS, TYPE 11, REFLECTIVE
S.F.
79,50
79.50
0610 63822 MOVING SIGNS, TYPE II EACH 13.00 13.00
0620 63827 REMOVING SIGNS, TYPE II EACH 4.00 4.00
a
I
DATE 24FEB99
LINE
NUMBER ITEM ITEM DESCRIPTION
063D 63830 REMOVING SMALL SIGN SUPPORTS
0640 64202 FIELD OFFICE, TYPE B
0650 64301 TRAFFIC CONTROL
0660 64313 TRAFFIC CONTROL, DRUMS
0670 64317 TRAFFIC CONTROL, BARRICADES, TYPE 1I
068D 64318 TRAFFIC CONTROL, BARRICADES, TYPE III
E S T I M A T E
O F Q U A N T I T I E S
7994-00-41
UNIT
TOTAL
QUANTITY
EACH
4.00
4.00
LS
1.00
1.00
LS
1.00
1.00
DAYS
7,625.00
7,625.00
DAYS
61.00
61.00
DAYS
366.00
366.00
069D
64321
TRAFFIC CONTROL, WARNING LIGHTS, TYPE A
DAYS
366.00
366.00
0700
64323
TRAFFIC CONTROL, WARNING LIGHTS, TYPE C
DAYS
7,625.00
7,625.00
0710
64326
TRAFFIC CONTROL, SIGNS
DAYS
1,261.00
1a281.00
0720
64503
GEOTEXTILE FABRIC, TYPE OF
S.Y,
425.00
425.00
0730
64505
GEOTEXTILE FABRIC, TYPE R
S.Y.
82.60
82.60
0740
64602
PAVEMENT MARKING,
4-INCH, EPDXY
L.F.
6,006.OQ
6,006.00
07SO
64618
PAVEMENT MARKING,
CHANNELIZING, 8-INCH,
L.F.
350.00
350.00
EPDXY
0760
64706
PAVEMENT MARKING,
STOP LINE, 12-INCH,
L.F.
51.00
51.00
EPDXY
0770
64718
PAVEMENT MARKING,
CROSSWALK, 6-INCH,
L.F.
153.00
153.00
EPDXY
D780
64734
PAVEMENT MARKING,
ARROWS, TYPE 2, EPDXY
EACH
5.00
5.00
0790
647SB
PAVEMENT MARKING, WORDS, EPDXY
EACH
3.00
3.00
0800
64770
PAVEMENT MARKING, DIAGONAL, 12-INCH,
L.F.
46.00
46.00
EPDXY
0810
65229
NONMETALLIC CONDUIT, SCHEDULE 0.0,
L.F.
1,200.00
1,200.00
2-INCH
0820
66SOI
SAWING EXISTING PAVEMENT
L.F.
234.00
234.00
0830
66502
SAWING CONCRETE PAVEMENT, FULL DEPTH
L.F.
16.00
16.00
0840
90005
MISC 90DOSA
STEEL SIGN POSTS, 14-FEET
EACH
19.00
19.00
0850
90005
MISC 90005B
INLET COVER, TYPE R-2561-A
EACH
7.00
7.00
0860
90005
MISC 90005C
EXPLORATORY EXCAVATION
EACH
5.00
5.00
0870
90005
MISC 90005D
TEMPORARY ROCK CONSTRUCTION
EACH
5.00
5.00
ENTRANCE
0880
90005
MISC 90ODSE
RELOCATING FIRE HYDRANTS
EACH
1,00
1,00
LOCATED IN
FILL AREAS
0890
90005
MISC 90005F ADJUSTING
WATER VALVE BOXES
EACH
7.00
7.00
0900
90005
MISC 90005G ADJUSTING
CURB STOP BOXES
EACH
I5.Q0
15.00
0910
90005
MISC 90005H ADJUSTING
FIRE HYDRANTS,
EACH
2>00
2.00
MINOR
0920
90030
MISC 90030A NONMETALLIC CONDUIT,
L.F.
75.00
75.00
SCHEDULE 80, 6-INCH
0930
90365
QMP, BASE COURSES
TON
11,217.49
11,217.49
DATE 24FES99 ESTIMATE 0 F Q U A N T I T I ES SHEET: 3.4
7994-00-41
UNIT TOTAL QUANTITY
S.F. 640.00 640.00
CRUSHED AGGREGATE
BASE COURSE
�5A
REMOVING OLD CULVERTS
REMOVING MASONRY
REMOVING
R
STATION STATION
TGN
2111
V-L�NTIO,�
T'�-T
fFFSF:f
0�7 a�P I rim
a
TAT' L
-ITA-TL
'ON
C-Y.
F
OL R=N
MISCELLANEOUS QUANTMES
1+00
1209,68
IF, 6 4
23' AT
18' A �G RCP
* 24
14+24
A
97
097
33' RT LIMESTONE P-LAK RETAINING WALL
3 3
3+81 6+04
95387
493
2 2 93
22' LT
la' X 22' CVP
A
14+42
* 42
0,88
0 88
32' RT LIMESTONE BLOCK RETAINING A`AI.L
2
6+04 16+60
5557.15
_,
3,3H
3+34
31' RT
24" X 30' Cmp
12' X 29' CLIP
---
1 T�
TOTAL
Las
03+60 23+00
3496 F
CONCRETE DRIVEWAY,
6-INCH
o 3Y39
'a; 5,C),
a
5+0a
1 22' LT
ZU' RT
TS' X 26' CVF'
TOTAL
1 217,49
AT 10�,
6 07
32' R
15' X 26' CMP
_U_
-
9+71
30' RT
15' X 3 V COP
N
REMOVING INLETS
REMOVING
2+92
LT
11.7
10,28
30' A 7
1 a X 26' CVP
2+93
LT
12,9
11+82
30' RT
I a X 26' HOPE
STAIJON
STAIL2i
3+37
L r
173
12 Y SO
28' RT
25' RT
18 X 30' CAP
18 x 19' cup
SALVAGED ASPHALTIC PAVEMENT,
BASE COURSE
3+34
r T
TO
13+27
1 -,+34
18' x 7 :E DAR
I+65
24 RT
2aLT
5408
RT
RT
78
IA&
15,-26
go' RT
18. X 37' CIVP
"SA
I Y90
STATION - STATION
TOO
6117
q+71
RT
12,8
20+07
1 32' AT
18 X 25' 0,T`
TOTAt -
2
ID+2s
PT
B 3
1+18 - 23+00
2_L42-25
11+82
RT
92
TOM
t-I
12+60
RT
72 8
REMOVING
ASPHALTIC SURFACE, MILLING
TOTAL
2349,26
13+27
RT
67
14+34
FIT
B9
15426
RT
12,8
SLiATL0-=-SDV112L
sL-Y-
20+07
R r
-U-Z-
REMOVING ASPHALTIC
SURFACE
SLA 1H
G N�S, T A TI 0 N cO-v%1EL1r_1S
S.Y.
23+00
TOTAL
1510
1418
1 t37 LT SDEWALK
12,13
TOTAL
686667
ASPHALTIC ITEMS
ASPHALnC
ASPHALTIC
ASPHALTIC
CONCRETE
MATERIAL
MATERIAL
CONCRETE
CURB &
GUTTER,
EARTHWORK
P M'EIA F I F
FOR
FOR PLANT
TYPE
D
TYPE MV
TACK COAT
MIXES
30-INCH,
8M AN CC
COM9014 BORROW GRAr.UV,AR
-0,
L-Qcnn-��
a-TADQLL-_-STA -RON
LQQATION
POINT
EXCAVATION EXCAVATIGN BACKFILL
REMOVING CURB AND
GUTTER
Null8f.R
aLAT-iQlN�-SiAlaN
t;-y "C'-Y--- O.Y
I +00 -- 23f GO 2381'a
275
142 AI
1+18 1444
LT
so
9471 - RRKSVIAY17
-
OJO
1+68 5+33
L1
397
OFFSET
I
I �00 -
3+ 80
M6,16 0,00 240,33 113139
1
10+28 - URIVFWAY
0,019
5458 1302
LT
M
2
3.80 -
6+04
.342.39 0,00 I's go 122 GO
L2+60 - FRIVEWAY 3,7
0,22
13�60 - 18+93
LT
b9T
1+19 - 1 20 2
17' LT
1
6104 --
16160
222�09 0,00 1�10-3 93069
35+21, - DR[IIE'NAY
19,32 - 12�8B
LI
3B3
1, 69 - 1+ 78 ID
17' RT
4
16+Fo -
21+00
UZIU 22at-t-7 2-05, .
1,68 2�A8pK
R T
21 41`�
16+54 - U3+92 75
15' - 613' -7
TO LAL 2389,2
275
143,35
t932 19+" 91
73' - 15' LT
TOTALS
4248,47 2901.47 1805,76 1244 68
TOTAL
4352
TOTAL 173
NOTE;
GRANULAR BACKFILL TO74L INCLUDER ADDITIONAL 139,00 Cy
FOR USE PLITY SIDEVIALKS AND ORKS"NAY APRGNS,
STORM SEWER
_0
RE94F. CONC.
CLASS V,
MH
�AL;K`r
1141, FT
CLAD$
.......
I.STOPM S
- __�Jj Fy��F STCRIA SEWEN.
NIH MH
1NLET5 C(ArER
CQVCR
Coll", GO
15' 18, 21 30, 1 R
21 24" 10" 12' 1 IE
TYPE I T'IFE 3
TYPE 3 TIRE K R-
25PI -A
TYPT H
S,7RUCTURE
CASTING DEPTH
FROM
TO
INLET
DISCH
12-
L
LF, I. L Li- L.= L,F,
Ex._YOU!ef,
F-AlLU EAR{.
F-AQjj EALH
L6!zj
EAl i
ulljI1ELR LaLATEEII
51RC-
LLE-v-
Elly
E-ACli F�A,,h' E-1V;jj LACH FNcLi -F.
I.co
IGIA I +15, 34' LT
-
1.00
I'll 1+6% 20' ITT
10
100
102 1+99, 17' LT
2T32
102
102A
-
102A I r 9V 2B' LT
-
34 92
103 5 1-76, 43' LT
104 5 1-71, 16' LT
3PI,54
3�37
104
103
35,17
34 12
S5
35
100
1 DO
105 5+66, IS' RI
15,52
iV5
104
3552
17
-q
701, 9 �,64� 58' LT
--
-
-
-
-
45
4G
1 00
107 9.57, 16' IT
51 GO
544
107
101 61
45519
4559
1 �00
9,51, 18' AT
50.8&
48,7
103
KIT
46.34
4599
0 "'1 9+45, 33' FIT
U4,1,0
3,16
109
1 To
46 50
ir 31
15
1.00
itC 12+85. 69' LT
-
-
-
-
-6 00
100
3,50
I2+83, M' RT
63,10
4,(ll)
t11
lie
5 9 5- 0
111OT
112 134 4? 'IS' R1
65 9113
11K0
112
111
fi1.40
OF TO
113 1 A "l 1, 6 6' LT
I 10 2
i14 14�� 7, 24' L T
65,52
4,q6
114
1�3
60 SO
59 02
3,5D
4 00
1 14+49, 26' ITT
67,81
4,85
114
6196
60 51(1
-
-
I i 4 34, 104, Or
--
-
1�6
117
-
6�,Ko
-
717 M1k 44, 37' PT
68 75
'EC73
117
715
6575
6'r69
-
118 10+ 111, 21' R r
71,29
5,29
Ila
115
c 6,00
62 �15
li9 V54 I3, 18LT
69,67
3A%:1
119
M3
06.67
o5 21
P,
1'00
120, 16,20, 32' Rr
11,90
4.90
120
t18
6700
66,92
I , - 19, 6 0' � I
-
-
-
-
GO CIO
88
U2 IR+43, 2 5' BY
7,5,84
7 70
122
t21
P61 Ca
63,00
12 -
123 ls+S7, 53' RT
71.00
4,61
723
122
B 15 19
EIS 08
124 204 1 B. 2 5' R T
7EO9
493
124
122
71 Irl
�6 48
275
1,40
ILL 212 + 9, 1, 27' RT
ROS1110
5CO
125
124
75 00
71.16
1 25
75 462 98 3114 1fi.5r
8 1
10 1
7
TOPSOIL, MULCHING, FERTILIZING
SEEDING & SODDING
FERTIUZER,
TOPSOIL MULCHING TYPE A
STATION - SIATON LOCATION C.Y. TON CRT,
+53 6+46 RT 151 0,8
*69 5+32 LT 57 - 0.3
6+46 9,47 RT 58 02 0.3
5+58 23+00 LT 760 2.2 4.1
9+47 15+71 RT 137 - 0.7
15+71 - 19+89 RT 93 113 V5
19+89 - 21+13 RT 24 0.1
21+13 - 23+00 RT u- la-
TOTALS 1339 z 9 7.1
EROSION CONTROL ITEMS
5aa-EENLE— SILT FENCE
DELIVERED INSTALLED MAINTENANCE DELIVERED INSTALLED
LOCATION L.F.L.F. L�F, EMCH EACH
—
1+00 - 23,00 1795 1795 1795 160 lbo
SEEDING
MIXTURE
NO, 10 SODDING
LBS, S.Y.
1308
- 494
7,4 5
95,9
- T21I
11.8 11
- 210
�7 Q-
122.5 3245
EROSION MAT
DELIVERED INSTALLED
CLASS I CLASS 1
TYPE A TYPE A
SY. S. Y,
300 Too
CONCRETE
a=.QN - sTAnaN
1+18 - 1+37
1+80 - 5+29
5+61 - 12+96
8+26 - 8+79
8+30 - 8+79
13+80 - 18+92
TOTAL
LL=,LL
SIDEWALK,
STAKE
7994-00-41
MISCELLANEOUS
4-INCH
LT
LT
LT
BY
LT
LT
PROjECI NVYIER
a,F
III
1778
4417
343
122
2SLI
9B72
5HEE r NO
-35
QUAN1111ES
SIGNING
SIGNS WOOD POSTS
ST-EL $AR REMOVING
MOVING
TYPE It 4X6-INCH
-FOST-; SIGNS
SIGNS
SIZE REFLECTIVE 14 FT
14 rr TYPE J
TYPE 11
ZF. INCHES I -F. EA-QH-
F-P E6JrlH
E.AH
I
D3 HANSON OR - - -
-
I
DO E. DIVISION ST - - -
-
RI -I STOP - - -
-
2 RZ-1 SPEED LIMIT 35 - - - - -
3
D3 JACOULINE ST - -
77�
RI-1 STOP
- - -
-
4
M2-1 JCT
I
MI-5 STH .35
M5-1 ADVANCE TURN (RIGHT)
M2-1 JCT
RIPRAP AND GEOTEXTILE
FABRIC
MI-5 STH 3$ - - -
- -
-m
FABRIC
FABRIC
MS-1 ADVANCE TURN (LEFT) - - -
- -
RIPRAP
TYPE UP
TYPE R
5
6
Rl-. STOP - - -
D9-2 HOSPITAL (SYMBOL) - - -
- -
- -
I
I
5jARQN=_5TARQN
LQrA!agN
Y
SLy-
D5-SC ARROW W -7
-E
-7
7
5466 - 9+51
RT
2Q
7
iff--2 ACT
1
5+71 - 9�57
IT
CIS
M3-4 WEST -
M1-6 DID M/CTH M -
-
-
5+75
LT DITCH
SA
-
83
06-1 ARROW -
9+64
LT DITCH
4.8
-
9,5
MG-1 ARROW -
-7
2+85
LT DITCH
36
-
7.2
I I 1 11 1 -
RM-20 TRAILER CAMPING -
1--,--
-
IT FLUME
36
-
7C
NA ARROW -
13+58
LT FLUME
36
-
T2
8
W4-2 LANE REDUCTION (RIGHT) 36 X 36 9,00 1
14+40
LT DITCH
6.0
-
12,0
9
T -
M3-2 EAST
I
8+
=18
LT DITCH
7'8
-
156
MI-6 CTH M
26
LT HYDRANT
Z&
-7
16
I-
M2-1 JOT
I
TOTALS
44.1
425
82,6
M2-1 JCT
Mt-5 STH 35/STB 65
M5-IR ADVANCE ARROW (RIGHT)
-
MS-IR ADVANCE ARROW
-11
NA DELINEATOR (YELLOW)
2
12
NA DELINEATOR W"TE)
2
13
RI-1 STOP
-
1
14
NA TIRE NUMBER
I
15
JCT 7
-
--M2-1
M2-1 JCT - - -
MI-5 STH 35/STH 65 - -
16
-
NA ADOPT -A -HIGHWAY - -
W21-to WORKER AHEAD (FOLDING) - -
TRAFFIC
CONTROL
17
IT RIGHT LANE ENDS 36 x 36 9.00
IS
lW9-
R3-Xl EIGHT TURN LANE 30 X 30 1240 2
BARRI_CA
WARNING
LPGHTS
19
R3- F(mod) LEFT/THROUGH 30 X 30 6,25 1
DRUMS
TYPE H
TYPE M
TYPE A
TYPE C SIGNS
20
R5- 3a NO PARKING (SYMBOL) is x Ta 52 7-�
DAY.
-aky—C
-LAY3-
--DAYS
Q-A Y
TOTALS 3Q X GO 79L50 5
19 4
13
1+00 23+00
7625
61
166
366
7625 1281
PAVEMENT MARKING, EPDXY
4-INCH 4-INCH 4--INCH
DIAGONAL,
(EDGE LINE) (CENTERLINE) (SKIP LINES) CHANNELIZING STOP LINE
ARROWS, 12-INCH
LOCATION
(VK-iITE) (YELLOW) (W-i[TE) B-INCH 18-INCH CROSSWALK TYPE 2 WORDS YELLOIY
STATION -- STATION
LF L-F- L F_ L F LF L F,
ACH EM(� -H L.F-
I+la - 23+00
1920 400D 86 350 51 153
5 3 46
SATFPRUJ�GC NUM' EB sZTFf NcT
SAWING PAVEMENT
7994-00-41 3c—
SAWING
MISCELLANEOUS QUANTITIES
SAVING
CONCRETE
EXISTING
PAVEM1IENT
PAVEMENT
FULL DEPTH
STATION - STATION LOCATION
Lz,
L.F.
ELECTRICAL CONDUIT
is -
34
� +�46 - t66 54' LT
21
NONMETALLIC CONOUT
2+84 - 3+CO 32' LT
-
16
SCHEDULE 80
5+33 - 5+58 35' L.T
9162 - 9+80 39' RT
25
18
3JATFrl =-$-T.S(ON 6=N-H-
10+22 - 10,33 43' RT
12
1+00 - 23+00 1200
x CAT" 0ozo
12+5T - 12+70 6V RT
19
;3+19 - 13+52 131' RT
29
19+67 - 20+01 75
ADJUSTING
MANHOLE COVERS
5+1s - 15+34 35' OF
79
---- —
18+95 - 19+30 82' Lr
35
TOTALS 1200 75
ai&-TILQN-
I=
EA'-H
23400 -
22
TOTAL
234
16
10+20
21' RT
1
12+57
2V RT
I
"NOTE: LOCATION OF 2-INCH CONDUIT TO BE DETCRIAINFI)
14+61
22' RT
I
IN THE FIELD BY ENGINEER,
--
TOTAL = 3
CAT OOZO
RELOCATING FIRE
HYDRANTS IN 511-1—AF-06
5TAMN
�T FESF!
----
EA_ CJJ4
EXPLORATORY EXCAVATION
18+28
69" LT
I
RECONSTRUCTING INLETS
TOTAL,
a:tA�'TIoN EA&H OFFL_ET
7+67 1
29' RT
N-0—TE--.-tG,Q L'TION TO BE DETERIAINM Ul THE RELD BY ENGINFFR
-- --------- -
- — ---- — ----
TOTAL I
TOTAL = 5 EACH
ADJUSTING WATER
VALVE BOXES
Is =, ,I
=F�LT
1� A C—H
1+53
23' LT
I
OF,
29' LT
I
PIPE UNDERDRAIN, WRAPPED,
6—INCH
POLYSTYRENE INSULATION BOARD, 2 — INCH
6 G
23' LT
1
5+67
25' LT
2w'-RCN LACH �2.F
5179
IB' LT
ORE
F
-Q.E:EaE-T
14+57
34' RI
I
-a!
1194 22' LT 2 64
74+72
21' LT
I
9+00 - 5+66 19* RT
334
5+73 18' LT 2 64
TOTAL 7
9+CO - 5+71 t9' LT
329
9+57 17' LT 2 64
12+83 20' FIT 2 64
TOTAL
663
12+83 '0' RI 2 64
12+84 2V LT 2 64
14+19 20' LT 2 64
14,48 29' RT 2 84
14+59 27 RT 2 64
18+34 6, L7, 2 64
ADJUSTING
CURB
STOP BOXES
TOTALS - 20 E,40
ASPHALTIC FLUMES
OCkrlQU
�lI!
SWISH S, Y,
OFFSET
TO BE LOCATED IN FFLD BY OTHERS 15
6
70t LT
TOTAL -- 15
�3+14
2,57 6
81' LT
CA-T7 00?-o
TOTAL = 12
RECONSTRUCTING MANHOLES
51 ALI C2 I OLF SET EALH
-------
---------
1,I
7
omcx
73 5 z6' Or
1-
ADJUSTING FIRE
HYDRANTS, MINOR
2
STAHCN
CT ECET
El, CL,
REMOVING SMALL SIGN SUPPORTS
1+07
134' R7
STATHCH EACH CH
CEEK-F
14+56
3a' RT
I
S
12' ITT
TOTAL - 2
;8+40
8+41 4
ST' LT
18+49 1
16' R T
10 195 1
16, RT
TOTAL 4
SCALE, fN FEET
70 0 'W
to
WSCONRIN
CONSTRUCTiCN OMITS
S88'2929"E
_4
PI STA 15F16.37 S, 22"13 06 PC STA T2+40,10
X 1, 293,542 89 6. 4-00'00' X = L293,26?.72
Y = 386,075,00 T = 281.26' = 386,062 41
[= 555.46 PT S-A 179559
R = 1432.40 X = 1 293,80597
S.E. = 0,04Vf Y = 3F,6,174.47
I 'MDEN CPNCRE7 WALK i STAtE OF YASCONSIN
TO MATCH EX. SLOPE PAVING
(ADDIFtNAL 12.2 5F) 4,8 C.Y. R)PRAP, HYPE R
STA: 9+00 SOEWALK T5 S.Y. FABR[C. T,'YTIE R
S ,�'OPE CHANGES TO
F I F All
Cr
:iTA 94C6 TG STA 5,66, 16'
--- --- - ----
CONSTRUCTIM UMITS —
STATE OF 'N.SCOi45
I PRCQf E!FV- 953,801
DUANV J &PMAR-MA E. PcCHACEK
DFN07ES AREAS Or SUPEFELEVAnON TRANSITION
PLAN AND PROIIII FILE
STA 7+00 TO STA 13+00
(" '5 f ( \ 4TE DRT�fWAY
1
STA: 11 s07, 34' RT P M14C ApRcN
-ADJUST MDRANT p't"
STCRE GRAY. OWY
FC ELEV- 95951� To 42' R7
L i TMO)THY & RFEPHAM
r"ffi' �ELVXNGEIPA'4A, 6RAY Rippfc JSMEO 0CLAYCOYS
530 H. Dmslcti St. P 1550 E DPASCN ST 1552 E MVJ<G:CN ST,
t
-- - ------- -------- --------
-P4 57A 124 00 -
+ PVI-ELEV 959-,75
AD. -0 23
33
DENOTES AREAS OF SUPERELEVATION TFFVNFFTION CURVE 2 7- SWE PROJECT7�W�e;FRSHEFT 110�
/ PC D �A 20+97 04 SCALE IN FFET X 1,254,3813 97 D - 4-00'00- S,LJRT1 006 BY X = %294,08794 7994-00-41 .5r4
,3 0 20 Y 1
,86,394-12 T ---, 310,69' Y - 326,261 07
L - 62q,06 PT STA 27+26.10 PLAN AND PROFILE
R = 1432.40' X � %29BC,34,705.69 STA 18+00 TO STA 22+88
y 3119zo
klu" k 40' TEANORARY EASEMENT ' RADIUS PT
STA 6B, 17-1� TENPORARr F�
MEN GATE VAL.VE 18�9 � C, (MATM, EXISTING 40' UT�UTY EASEHENT) I --l- - I
SEE X, C&G; Y. 8V LT SAWCUT ASEMFNT
ACT TAP NSPA.I. T & MATCH
SAO-� EMSTING PAVT AND CAR 15,1 C.1 U`lAP E � WALK STA7 19+88� 84' Li �KALT'i ONE CORPORA76% CAUTION D1
S.A. FASPIC J\ -�39,2 LF) -
k 0 56 58' RADCO PT - --- ---
I-T S, 1629 UPOSICTI ST. /—CONSTRUCTION L?VITG I
'Njs P-T r- STA 19+85 26' IT
!V 40' BAD — ------- - Li2
uRNLANE
h
7 RqGrr D
A.
RC,—,
uTyCCS 6 ED,,
JUSTED BY'. ERS
- - ,I, � C, ADC)STED BY OTHCRS--ZG hROBERT V, MILLER
CAUTIC N CONSTRUCT PEDES STA
RN'ER FAU.S W 54022
SIX �8+NZ,�� RAMP (TYR --wEB' STA20tCC, 26' LT I N7692 910TH SPREET
A -METALLIC CONDUIT, SCH. 80
ER C&C All CAP AND SIAKE BOTH ENDS -N,
Yip ` /" EeIEG�N TAPER
�CGS/�---75 LF CG TO CrRE, B F� UE.HND BACK OF CURB (MIN -L-r
0 BE BE v-, STA. 22+83
-+I,� 49 -+50,00 END TAPER
S' --18
-----Tc ELEA ------
97463 lKll STA; 22�50
91 v CRG TO BE, OFFSET;: 19.36' tT
-STA`I[F+35381T
"REO 0 VALl`E BOX ONSTRUCT GAT';
tlP,l[Wl 0 - - ----- $ TA 23+ AS)
EXTENSIOMS AND PE7�-ACE �-,l TH ,,D 00 ----SAYTDLl V�D HATCH
a VALUE AND FOX E��TEN51014S 391 7�25"
- - - PAVT
7
vw
ti
Y�
J 22+5(j, to R
T 'IT
END TAPER,
e,
A
-!A
20+11 26' PT z 7 �1, 1 2�' RI�p
Fy I R11
x ED, rvp ECIN TAPER
Isim, 2D
TQ BE FIEUU14,EZ (INDRENTAL)
IJ �TA�
> 20,07� 32' RT CRADE DITCH 70 CRAN
- X 2E (C.(P
-,j EXISTNG IS TO 5727CR)RF- In
C 24' RCP\ '70 GE REMOVED S rA, �72�0, 83
r T, (INODEN TAT
cr� s, T� 24, RE
INSTALL 6' DIA--� Srk 22, 9,l �U /��W, 1� Hl 18' Lr
MANHOI 0 �3 TO 40' OF CCNSTRUCT 5' CURB CAMPS—
OAYNE J &`DIENNA 'A BRbW%
917 rTy pq m
-
------------------
IGOO!-
------------- ------
D
0
l iP+OO
995 970- n 970
------- ----- - - -----
A D 0 50
-72- U
K = ,G14G AFRC?P
at -Co -
A
990 965- -965
-- - 990
-------
0 PAT, rt-ry 919
At, 7 0 31
960 985 960 83 0Z >
. .... .. .... - ----- 985
EXISTING GRALF� -
.980 2±-
---- -- f — A—1 — - - — -------- 980
0 1 LLEV 973,85 -
4 2'a
A,D 0 71
7C
G
— ----- 975
m
0/7
9701
---- - - ---------- - ----- - - — — ------ -------
965
------ 965
— -- - --- ------
....... -7= --- --- ------ 960i
7-
c,
--A
95
955 ------ ----
5
5
.. ... . .... . ---- -----------
! '•
LTA
M7
DETAILS OF CONSTRUCTION, MATERIALS AMC) WORKMANSHIP NOT SHOWN ON THIS DRAWING
SHALL CONFORM TO THE PERTINENT REOU'.REMENTS OF THE STANDARD SPECIFICATIONS AND
THE APPLICABLE SPECIAL PROVISIONS,
DETAIL DRAWINGS FOR PROPOSED ALTERNATE DESIGNS FOR CATCH BASIN, MANHOLE
AND INLET COVERS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PROVIDING
THAT SUCH ALTERNATE DESfGNS MAKE'. PROVISION FOR EQUIVALENT CAPACITY AND STRENGTH.
ROUND FRAMES AND COVERS SHALL HAVE CONTINUOUSLY MACHINED BEAMING
SURFACES TO PREVENT ROCKING AND RATTLING.
ARROWS THE ACTUAL. WEIGHT OF COVERS MAY VARY WITHIN 5 PERCENT, PLUS OR MINUS, OF
THE APPROXIMATE WEIGHT.
SPACES 0 3"._—.-..
. oF-\FT *0,
MZEZI�,�,
SPECIAL
.Ei GRATE
.
► COVER
(APPROXIMATE WEIGHT 172 LOS.)
NOTE: CURB BOX HEIGHT ADJUSTABLE 6" TO 4"
s SPACES a s^ NOTE'
� S r� �— --�� � /,� Q GRATE I5 REVERSIBLE.
4"
_______ _ 3P
21%,
opp4C ia
NOTE: CURB BOX ADJUSTABLE 4' TO 3" ^�0��„N
TYPE "A"
NOTE: (APPROXIMATE WEIGHT 325 LBS.)
GRATE IS REVERSIBLE. FRAME. ___. 157 LBS.
GRATE_____ 84 LBS.
CURB BOX,,....., 84 LBS.
2"R
i DIAGONAL, BARS
WITH :/a" OPENINGS
SPECIAL GRATE
• FOR
COVER
. F+
APPROVED
6
A;D�lDATEm
F...
I
p n L GENERAL NOTES
cra A U ❑ 0 U 0 ❑ L DETAILS OF CONSTRUCTION. MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS
o,�o$q�oo4nan ❑ EI U G 17 U Ci Cl
L7 U ❑ U U U U U DRAWING SHALL CONFORM TO THE PERTINENT REOUREMENTS OF THE STANDARD
U U CI Ll U U 0 ❑ SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS.
00 o�oaso`'y o"t"'n4c' a ] 0 0 CI P 0
o Qo a�gogaaon4v-"'sia, '=' R y p U U U G' DETAIL DRAWINGS FOR PROPOSED ALTERNATE DESIGNS FOR MANHOLE COVERS
SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PROVIDING THAT SUCH
ALTERNATE DESIGNS MAKE PROVISION FOR EQUIVALENT CAPACITY AND STRENGTH.
p ROUND FRAMES AND COVERS SMALL 14AVE CONTINUOUSLY MACHINED BEARING
SURFACES TO PREVENT ROCKING AND RATTLING,
THE ACTUAL WEIGHT OF COVERS MAY VARY WITHIN 5 PERCENT, PLUS OR !GNUS,
,Sq Ada - OF THE APPROXIMATE WEIGHT.
____.__ ..—_24,q_.._.—
2A fs' 6— y
a
2I. q—.._._.
— 2P 0 �....._ ..L
26- 0------'--."{
30" 0 -- L_..----- 36" D __._._..�.._"..
TYPE "J" TYPE "J" SPECIAL
SECTION A -A (APPROXIMATE WEIGHT 250 LBS.I TYPE "6" NCH -ROCKING SELF -SEAL LID
FRAME.-- ... .... 135 LBS. (APPROXIMATE WEIGHT 245 LBS.}
TYPE "'Ii"° O
WEIGHT " LBS.} LID... .............115 LBS. FRAME....... .... —14S LBS.
(APPROXIMATE
LIP....-- —...... 100 LBS.
FRAME— ... --ZIO LBS. (NOTED AS TYPE J-S ON THE DRAINAGE TABLE)
LIP— ... .... —2D5 LBS.
- 20 'fa" ----....
CURB BOX ADJUSTABLE 4" TO 1,0" .—_____ 20°.
,,...: _..._. 17 Ufa".
i3��" _ 1 S
2 inn i�-9^� --i %z" R. �.
IT
--'-�.-
z3 s`D— INLET COVER TYPE "Z'" 22 �fA` D- Iif2,_. - 34 tf4.0— (APPROXIMATE WEIGHT 340 LBSJ
$ 4
FRAME.._»...............»._..148 LBS.
29 ''(z" D— GRATE--.--..— ...._. SO LBS.
1 i%2 _...._. 22 °fa" D...__.CURB BOX---- 42 L6S.
26 L
_. -.._ 38 Yt° D __._.....____ __. INLET COVER, TYPE Z
TYPE '"L'" TYPE "M" MAK, J, SCOLL &S,MTYPE
(APPROXIMATE WEIGHT 245 LBS.), (APPROXIMATE WEIGHT 385 LBS.(
FRAME..... --75- FRAME»»».._......_ 125• STATE OF WISCONSIN
LID.--- .... TO- a➢`_°`_"'""""..«. 260• DEPARTMENT OF TRANSPORTATION
APPROVED
152z7oBDATE
h m o w
FHM&
S.D.D.8 A 5-15d
Precast Rein Ported fiche'dta
Eccentric or Concentric. Top
so 'General Notes')
Rx"a"t Reinfesund
No. 4 Bass V C-C Concrete Risers
B
Ma. Sharp
./ft,
No, 4 I in
0 Slide A
Ears ancroto
ce
4" Kid,
4v fee,
is
11-6
Split Pi be or to- Up, 4 fpsr a 12- C,C to 12°depth
Me, 4 Basic - 12- C-C concrete to fit ys C-C over 12' to 25' depth
HALF SECTION A —EA
PRECAST REINFORCED CONCRETE
Reinforced Concrete Top
Cophoothts so (i1nder) or precast Reinforced
0oclog Cabor.re Flat Slab Top
C.
Blacks For tar
Eccentric �r, No, 4 Sir. 12- C-C
Created
Optional
Ar. Construction A
Joint 6. 0..4',O-
's V -Mpitar Bored 45-
Rod. Slope
in /ft� Combo,
Pl
aster
Coat
6. Kin
Grade A
Referees
7-- Min. Slope
-L---I- I in./ft,
astir RAW or W. 4 Bars 12- C�C to 12� depth
4" Wn.
4" Min,
form concrete 6' C-C over IV to 25' depth
to fit
SECTION B—B 6-
REINFORCED CONCRETE split Pipe or form
No. 4 Bass 12- C-C to 121 depth courapta to fit
8° C-C Over IV to 25' depth Grade A
Concrete
CONCRETE BLOCK
s* M
Details of construction, materials and workmanship art shown on this drawing
,,hall proform to the opytimct requirements of the Standard Specifications
and the applicable Special. Provisions.
D.t.Obd drawxogp for Proposed .1t.,dutto designs for aidergeomd draimage,
structures shall be submitted to the Engineer for approval providing that
such alternate des,,hS make ploalsicar for equivalent Capacity and strounth.
All dr.,-.,e structures are designated on the plans as "akunholos I-V,
'Catch &1sino 1-8% "Ialptp 3-Hw, etc, The first digrt designates de, assonry
buiti.e of the structure, and the f.11dyin, letter delipatgs the type Of
cover to be used to curporise the complete unit,
Precast Rounforced,poses shall be Placed on . bed of material at least 6
carnes in depth, which m—ats the xrquicaudipty farGranulaY Sackfill, This
bedding shall be contracted and provide uniform snavort for the entire area
of the has..
Precast Reinforced Concrete Code Tops (E..mtio or Concentric) my be used
an concrete block structures, The Cone Too, shall by installed an a bed of sortax,
Eccentric Cone Tops may be, used on all st:rOottvies, and Concentric Cane Tops
rtcjj be none only an structures 5 feet on less in death, unless otherwise
directed by tho Engi"or.
Steps meting the following Uecairpawdat. shall An installed in all structures
over b feet in depth; 16 card C-C muai�.m asvilN; or.leCt a runycsca clear
distance of 4 inches firm the wall at the point of emaddht, liaieuen length
of 10 n,phuvcininxrry all e^cadmont of 3 iasposson be c.pablo of poppostnO
a concentrated load of 300 lbs, Formed rtal steps not Wroted or treated to
resist corrosion shall have a ranictim cross sectional dimension, of I inch,
Solid Aluminum steps shrill hav, a odenda cross yestiocial draension at 0.75 inch,
Aloodruco Surfaces to he embedded in pror.rate shall as given One cast by suitable
quality point, so,:h as zinc chrocato primer conferring to Federal fnsesafiditsmn
TT-P-645 or equivalent. Steps of approved PoldnevIame plastic pointed reinforce -
cent bar will do acceptable.
All bar steel reinforcement shall his embedded 2 comps clear unless otturre.se
shown Cr noted.
Precast Reinforced Concrete Risers may ther Placed with toopes, iap or down.
All Precast Inlet Wits stall r.anform to the pertinent pecrictusents of AASHTO
Doisgratsm M 199.
Use 21-0" dipmet.r opening with Type "C", -V and 'J' covers, or P-0- diameter
with Type 'K' am 'M' covers.
01 2 course. 6' block,
state of %scondin
Department of Transportation
Atemytt
4-13-82
iva, .." ly". toalern
zm� a
proopot Reinforced
Concrete Flat Slab red
Mother
bevel. 45-
o
12- -
co,o't
pl.ter Coal
A- Min.
No, 4 Pop, = 12- C-C to 12' depth
6' C-S ever 12' to 25', depth
DETAIL 'A'
Frootat Reinforced
Coherent Risers
Min, slope I in/ft,
ti- Grade A Consm.t.
split pipe or form
Concrete to fit
CONCRETE (2)PRECAST
BLOCK REINFORCED
CONCRETE
No, 4 Rars - /I fsd. 4 Ross - 6- G-C
% . 4 Box. - 12- C-C
IN
0
Reinforced Concrete Top (,hcmen, S
Concentric er Precast ReinI.Mad Generate
Flat Slab Top
(faching
No. 4 B.sc - 12- C-C
Shop meet
plaster chat
Slope
f t.
I
8.
V Mir.
o
Cmstruetion
Joint L>
split pipe or fartrc- ret" to Pit
Grope A No 4 an 12° C-c to 12' d"u,
Concrete
6" G-C over 12' to 25' death
SECTION B—B
Details of o0astruCtI.n. materials and workmanship art shorts on into drawing shall
conform to the partirept amortreseents of the Standard Servafac.tions and the a4pli-
cable Special provisions,
Detailed drawings fax Proposed alternate designs for underground dracnige, structures
shall be submitted to the Engineer far approval providing that such alternate designs
make vxovi.iw for eanivaleat capacity and strength,
All ox-roahe structures are designated he the Rhos as 'Kentadde I-C", "Catch Ell,ars
1-8', 'Inlets 3-"% etc, The first digit designates the mesenry tsortimn of the stpub-
ture , and the folloein letter designates the type of cover to be used to c parise
the rem leto unit.
Precast Reinforced Rates shall he placed go a had of material at least 6" in depth,
which sets the raeota �,bts for Gracular Sankfill, This bod,lzog shall be co -plated
and provide on.f., support for the "tire area of The base,
Steps meeting the fallowing retinazt,necto shall be installed in all structures aver
5 feet in depth: 16 inch C-C marines psomgidl; Protect a minim.. site, distance of 4
inches franc the ppll at the Peter of ,ihobartiet; cadjtet length of 10 shores; ginerrom
wall e-dosa,,et of 3 inches; and capable of onproortind . concentrated load of 300 ids.
Ferrous metal Steps not pointed or treated to resist corrosion shill have a mrh-m,
cross sectional dimension of I inch,
Solid Alunihiss steps shall have a ��rn�— a'.ss sectional dim-,sioh of 0,75 inch.
Alu,,opwc surfaces to be extomaded in concrete shall be given me most of suitable
+rsility point, such as x"s chromate, primer rpnfA,,,dnu to federal specification TT-P-
645 or equivalent. Steer of staided polypropylene plo.htc coveted xmabfia'rb'nt bar
ass acceptable.
All bar th"I reinforcement shall hi bodedded 2 inchl, clear uallSo otherwise once,
or noted.
Precast Reinforced Concrete Risers sh,311 be placed with tongue dooms.
Allprecast inlet units shall carloin to the pertinent xeQuire,,ents of AASHTO Resign-
ation M 199,
Use V,0" dxa^wtex opening With type "Cv, 'L", and "Xcovers, or 3'-W dinter with
type "K" and "M' u.surs,
2 rcosxi-s 6' blue k.
(D Who.o ccrorctinq pipes are 24" or larger the Precast fbuahmlsc ray be "created
to 42- di., -ter.
0
Min. Slope
I ah'/ft'
D
2
4- paa.
No. - 5 - Pars "e - 12" �c to
12' depth w
V G =C aver 12' to 25 depth
Sc CETAIL 'A'
Rmaoist Paihf,,,ej
Cmpr.t. Risers
Grade A
corcxeib
A- Min.
Split pipe or Y.911
ca"ut.te to fit
MAWR WAW-M-JWANNWj
CEMENT
DETAIL 'A"
*SELECTION OF SOLLARS OR CIRCULAR
DESIGN WILL BE BASED ON THE PIPE
SIZES AND THE INLET COVER BEING
UTILIZED
MORTAR
FILL WITH_,_,,
MORTARI.
PRECAST REINFORI
CONCRETE FLAT S
I
CONSTRUCTION
JOINT ONLY ON
CAST -IN -PLACE
6' MYL
I
I
PLAN VIEW
L
V,- CEMENT
PLASTER
COAT
• DISCHARGE
PIPE
\ I 4`M
MONOLITHIC CONCRETE
CONCRETE BLOCK
SECTION A -A
CONSTRUCTION
JOINT ONLY ON —
CAST -IN -PLACE
—i-
6- MIN,
PRECAST REINFORCED
CONCRETE FLAT SLAB
51,1W-i r-Ol
'00r,
P-O"
6'
6" MIN z
CONCRETE a.
BLOCK z
t
D�r-3'
CONSTRUCTION
-
JOINT ONLY 04--
•
DISCHARGE
CAST -IN -PLACE
PIPE
J�IRT
DISCHARGE
I I
T AR
PIPE
4"MIN.
OR -
MORTAR RED
4- WN,
WELDED WIRE FABRIC
NO. 4 BARS
61, M11%,
CONCRETE
BLOCK
7-
0
CONSTRUCTION
JOINT ONLY ON
CAST -IN -PLACE
PLAN VIEW
D=3'-6'
L
I ,
6 x 6- W219 A W2.9
REINFORCED PRECAST
CONCRETE REINFORCED
CONCRETE
INI PTS TYPE 1
MORTAR
—m
SEE DETAIL 'A*
� 4" AIX
i
mKommullifflM
DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHD NOT SHOWN ON THIS DRAWING SHALL
CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE
SPECIAL PROVISIONS.
DETAILED DRAWINGS FOR PROPOSED ALTERNATE DESIGNS FOR UNDERGROUND DRAINAGE STRUCTURES
SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PROVIDING THAT SUCH ALTERNATE DESIGNS
MAKE PROVISION FOR EQUIVALENT CAPACITY AND STRENGTH,
ALL PRECAST INLET UNITS SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF AASHTO
DESIGNATION M 399,
ALL DRAINAGE STRUCTURES ARE DESIGNATED ON THE PLANS AS 'MANHOLES I C", 'CATCH BASINS
I-B'. 'INLETS 3-FT', ETC. THE FIRST DIMT DESIGNATES THE MASONRY PORTION OF THE STRUCTURE,
AND THE FOLLOWING LETTER DESIGNATES THE TYPE OF COVER TO BE USED TO COMPRISE THE
COMPLETE UNIT,
PRECAST REINFORCED BASES SHALL BE PLACED ON A BED OF MATERIAL AT LEAST 6 INCHES IN DEPTH,
WHICH MEETS THE REQUIREMENTS OF GRANULAR BACKFILL,THIS BEDDING SHALL BE COMPACTED AND
PROVIDE UNIFORM SUPPORT FOR THE ENTIRE AREA OF THE BASE.
PRECAST REINFORCED CONCRETE FLAT SLAB TOPS MAY BE USED ON THE STRUCTURES, THE TOPS
SHALL BE INSTALLED ON A BED OF MORTAR.
ALL BAR STEEL REINFORCEMENT SHALL ED EMBEDDED 2 INCHES CLEAR UNLESS OTHERWISE SHOWN OR NOTED.
PRECAST REINFORCED CONCRETE RISERS SHALL BE PLACED WITH TONGUE DOWN.
Q USE 2'-6" OPENING FOR TYPE 2 INLETS, Y-O" OPENING FOR TYPE 3 INLETS. AND 2'-it' FOR TYPE 4 INLETS,
0 USE 2'-0" OPEIJ06 FOR TYPE L 2 IF 3 INLETS, 2'-6'/,- OPENING FOR TYPE 4 INLETS,
m
PLAN VIEW
6' MIX
6. CONCRETE
BLOCK
ti
CEMENT
PLASTER COAT �--4.
CONSTRUCTION
JOINT ONLY ON
DISCHARGE
CAST -IN -PLACE
PIPE
6" 5
REINFORCED PRECAST
CONCRETE REINFORCED
CONCRETE
SECTION B-B
INLETS TYPE 2. 3 & 4
WELDED WIRE FABRIC
6 A 6 W2.9 X *2.9
MONOLITHIC CONCRETE
CONCRETE BLOCK
SECTION C-C
5'
PLAN VIEW
DISCHARGE
PIPE
ma
PRECAST REINFORCED
REINFORCED CONCRETE
CONCRETE
SECTION D-D
CONSTRUCTION
JOINT ONLY ON
CAST -IN -PLACE
TA
p 2"R I/s"IF%SAY
CURB FACEMAX. R
� t1C
TYPES A & D
R
64 A
JFT. -LOP'
4
oA
TYPES G d J
g 6" 2'-0"
3" R
6" _... PE
<3" R
;'4^lFT. SLOPE
61MIN.
l!l
TYPES K & L
5.
z 3 R
6" 21-3" IT
6"
OPTIONAL CURB SHAPE
Q
FOR TYPES K & L
*NEW
A ,} CONCRETE > A
"ANE.W CURB & GUTTER,
{p` SURFACE DRAINS,
?' EXISTING CONCRETE PAVEMENT
} CONCRETE OR OTHER NEW CONCRETE,
f/FT,SLOPE<2
6 MPL�
TYPES A & D
CONCRETE CURB & GUTTER 38"
NO. 4 X 2'-O" FE BARS
SPACED AT 3'-0"C-C
'/r THICKNESS
OF GUTTER
CONCRETE CURB
IS GUTTER
0
TYPICAL TIE BAR LOCATION
ENTRANCE CURB
SLOPE 'VARIABLE
2
DRIVEWAY ENTRANCE CURB
(WHEN DIRECTED BY THE ENGPIEERI
PLAN VIEW'
N0,6 X 12'DEF. BARS
SPACED 3'-0" C-C,
INSTALLED ON 6U SKEW
HORIZONTALLY. DIRECTION
6.
I
OF SKEW ALTERNATING AFTER
*NFW
f
EVERY ONE OR TWO BARS.
6"
CONCRETE E
f"
„
--
THE ttCLE FOR THE BAR SHALL
4{
BE OR%L.ED TO A DEPTH OF
"
?-AND TO SUCH A DIAMETER
AS TO PROVIDE A TIGHT
,
»LL
DRIVEN FIT
"/z THICKNESS
`�3
OF NEW
CONCRETE'L
EXISTING
CONCRETE
SECTION A -A
PAVEMENT TIES
R ITT"/FT. BATTER, FACE OF CUTS
/ (ABOVE: ADJACENT PAVEMENT}
N'0.4 X 2'-0'OFF. TIE
BARS SPACED 3'-O"C C
6"'a /FT. SCOPE.
GENERAL NOTES
DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING
SHALL. CONFORM TO THE PERTINENT REQUIREMENTS OF THE CONTRACT.
PAVEMENT TIES AND TIE BARS SHALL BE EPDXY COATED IN CONFORMANCE WITH SUBSECTION
505.2.6.2 OF THE STANDARD SPECIFICATIONS.
INTEGRAL. CURB & GUTTER SHALL CONFORM TO THE DETAILS SHOWN FOR CONCRETE CURB &
GUTTER INCLUDING THE TRANSVERSE GUTTER SLOPE. A LONGITUDINAL. CONSTRUCTION JOINT
IS NOT REQUIRED WITH INTEGRAL CURB AND GUTTER.
WHERE THE TRANSVERSE JOINTS IN THE PAVEMENTARE REOU'RED TO BE SEALED, THE
JOINTS IN THE INTEGRAL CURB AND GUTTER SHALL BE SEALED TO THE FACE OF CURB
WITH THE SAME TYPE OF SEALANT. THE COST OF FURNISHING AND INSTALLING THIS SEALANT
SHALL BE INCIDENTAL. TO THE ITEM CONCRETE CURB AND GUTTER.
UNLESS OTHERWISE SHOWN ON THE TYPICAL CROSS SECTIONS, THE BASE COURSE AND
UNCLASSIFIED EXCAVATION LIMITS ARE 2'-0' BEHIND THE BACK OF CURBS.
@t TIE BARS ARE REQURED FOR CURB AND GUTTER TYPES A.G AND X.
(2) THE BOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED EITHER LEVEL OR PARALLEL. TO THE
SLOPE OF THE SUBGRADE OR BASE COURSE PROVIDED A 6" MI MUM GUTTER THICKNESS IS MAINTAINED,
@3 WHEN REVERSE SLOPE GUTTER IS REBURIED, THE LOCATION(SD WILL BE SHOWN ELSEWHERE IN
THE PLAN.
Q
TYPES A & D
CONCRETE CURB 8 GUTTER 18"
rl 4"
NO.4 X 2'-0"DEF,TIE.
BARS SPACED 3'-O'C-C
_LONGITUDINAL JOINT
IS NOT REQUIRED
SAME PAY LIMITS
_
AS CURB & GUTTER
PAVEMENT
_
S ORE
6'
�._. m'/FT. SLOPE
PAVEMENT
61MIN,
.,
THICKNESS
SAME SLOPE AS
ADJACENT PAVEMENT
03
REVERSE SLOPE GUTTER
(TYPICAL FOR ALL CURB & GUTTER TYPES)
F" 1111a[ Alf12
NOTE TAPER CURB ENDS
TO GUTTER IN 1'-0"
PLAN VIEW
CURB OPENING FOR FLUME
ASPHALTIC FLUME
INCREASE, Q> FROM RIGHT ANGLE
TO BEST FIT FIELD CONDITIONS
QL CURB HEIGHT
OF
B END
4�
CONCRETE GUTTER.
DEPRESS SURFACE
I" MAX.TO SHAPE
_-" FLOW PATH
AND FLUME
CURB
Atla FLUME
SHOULDER OR BERM
/—~ HINGE POINT
B B
DITCH
__ _
-----------------
CUT CONDITtON
IS SHOWN DITCH 7
T�
CDCQNCRETE SURFACE DRAIN
INCREASE 1) FROM RIGHT ANGLE
EXPANSION JC'NT' TO BEST F(T FIELD CONDITIONS
._r
AN.._.. g_O.
CONCRETE CURB \
R GUTTFF{ -__ 4-p.
2' MIN, CURB
TAPER CURB TO FLOW LINE
EDGE OF PAVEMENT
1
41N° SURFACE DRAIN IS SYMETRICAL WHEN
t CURB AND GUTTER IS CONTINUED
SHOULDER CR BERM
HINGE POINT
�D
j, ,: 1'-0" ON CUT SLOPE
j t ' (S WIRE MESH
.:Y. (SEE SECTION 6-D7
____._..________-_ r _._-,_..____-__.._______.--_-
V
.'d_Q ..... �.
"? DITCHRI"'RAP _ DITCH
PLAN VIEW
FLUME AT CURB END EDGE OF
PAVEMENT __ 670.
SHOULDER OR BERM OR AS REQURED I--R-O" ON CUT SLOPE
HINCE POINT --- )S'/FT>
SLOPE 7 U
_ CUT CONDITION vae aaLE $CFO � PLAN VIEW
MATCH ORIGINAL z
GROUND ... �. F. p-O• �"` �''l `� EDGE. OF
VARIABLE SLOPE _"'_� „r'' ASPHALT H t E PGNiR BERM,__ Y'a"!FT• -._PAVEMENT
SHOULDER
ARCH WIRTH Tt G S _ SLOPE
( PAV'T TIES OR 717r�—L
AS SHOWN ON PLANS
CUT .__,....
•� g '^^ c___ __ /CONDITIONCONSTRUCT' FLOWLINE AS BARS AS SHOWN
DIRECTED BY THE ENGINEER CURB A, GUTTER DETAI{, DITCH WIDTH=•_0+.... '
----- PAY"T TIES OR TIE BARS
�_ SHOWN 0�! PLANS I
- PILL CONDITION - ^° ' -- q AS SHOWN IN CURB & ----
\ "{" "u� W3 WIRE MESH __-....,._ GUTTER DETAR.
FILL �.\ (SEE SECTION D-DF
SECTION A -A COND(TmN
RIPRAP
I_--r-0-: SECTION C-C
3 O.e_ _._q_O __. 3•e O.�
ILEVft7
SECTION B-B
1ce4,Rl P-WMCENfM1t'
WYO
REtCEC STEEL -- -
�'--'
WTT FA R,
GEOTEXTILE FABRIC
SECTION D-D
S.D.D.8 D 4-3
I
T.rr,ed, contret.
I dy..1k
01
PLAN VIEW
TYPE I RAMP
(CENTER OF QW0 RADIUS)
Terrace Concrete
variable sidewalk'
Textured ..r1rc. *
>Altervet-
C. tractice in,t
1 T
s,acT.t.
x—dt,yatk
Radius I
ofatiodal Terrace
.ytilbl,
Pad
,at
Alt.,
fl,p,
i'—� MANSION JOlW$-SIl)EMX
—— CDM=TICN JarNTS
tatc,ricm of taints my ba, vwled
ftay those shown to better fit
site caoditlorn, ald/or local
goverment preftresce.
sidewalk
PLAN VIEW
TYPE I -A RAMP
IRS TERRAM
B
t
r1wary, Surface
7
B l7 Slope Coorth.t.
atd".Ik
J
surface 4
Terrace fq 3'.4
lihiillbl-
Lehqfh
4 roq'd
-J 3 .4'
PLAN VIEW
TYPE 2 RAMP DETAIL OF DIAMOND PATTERN
(ON LIW WITH SIDEWAW
IT. Z��, S:1e
F
.walk rs,�
ApI01
��ajk
M
V be M,
-4"
V-6. Hid.
2'.0- Na.
21-0- Hay.
VIEW A -A
---
Alt,,h.t. flo.
1, Ie (Type I -A
& Type at
Terrace Concrete
Al t¢x natty
F Is. 11,
Taat,,,ed suz tare ae-
ad in 'T
A,,
w � Ter race
PLAN VIEW
TYPE 3 RAMP
(OUTSIDE OF CROSSWALK AREV
"idth iforyd elsewhere
in the pl.hs,
Cety,j, Of cony Sruc Lien, noteilpl,, and vyodkrlashjp not. thl,,Il en this dt"Ist",
shall conforre to the portineat reqtilra-eII,tS Of the Standard SrecIf"It'sal
and VIII rv11c1bl,, Special. Pisy.si.11s.
Reaps small be ba.lt at 12 1 at fl-tlit, MhIO Io,e,,,a,,, the sidewalk alevaticn
I,ay te lowered to Teat the hqv, taint cyt Vp roan,
Ty,e, I ., Type I -A Rn,ps shall have a normal sidewalk aPrin and (orb Ch Ltoth
ttte, of ramp
ant, rams shall he hojuxjrad and piid far as COM,hte Sidewalk and Caicrefe
Card and Gutter.
Surface CCn,i't Of J'h, nrnressxktns h ten
a,
instI in hCI,4,h and e,dth, criented 10 PgovAde a lfnll natt,111 0dx�,�d
n,,,,,raxi;-,yte!y la arches in a3dth by 2' inchIe to Pt nth
the le .tt� bei,sl ran tle2 to th, chtoctlI,, of tod"t"'a lt nt TIM,
ts,.tore ay as xh,,,,nd by iacr ... i,q Ned z,0,,ah I 111,, 0 111,111dld -0,11
re Isx ind"'t""I ne,h "'ta the m.Yaec of th, Mle ff,,n i, la
vl.ttaI TIM,
(I-) 7t,� '. Is shm be dc-d"cl an h,"th t1in, ,,, th, uaTL lint, niters , 4 .,,&, wide
yellce, stx1pe ot with prick of a c,,,trhstj,, colsy. N-.yally the paint stripe
alternate will Lh, vTld, 7h, icaoI!ItY 01 2P,,1 d,o,T",,t .,It 1001y Thal ItlIV,
i,q ualc.T, .0,,r,11I 10,.1 IFIed aI the ctlltl-'�t
If . t'qw.', the b"'k lltllllte, 5pe<sa1 de tax 2s and ma,1110"s
.iv yhc'na elsewhere a, Ittne plans -
CURB PAKIPS
State of WIttenr
Depaomem of TnItsearTadon
—7r—noyii
lo�D—��C4�—
Is,,
S.D.D. 8 D 5-
STAKES DRIVEN FLUSH WHEN
SOIL CONDITIONS PERMITS
OF FLOW
EXISTING GROUND
BATTER STAKES IN OPPOSITE DIRECTIONS tTYPICALF
FRONT ELEVATION
WHEN EXISTING GROUND SLOPES AWAY FROM FILL SLOPE
EROSION BALES FOR SHEET FLOW
FILL SLOPE
WOOD STAKES R PER BALER
NOMINAL 2" A 2' X 30' M.N.
LENGTH OR EQUIVALENT
4' NON.
NOTE:
ALL DIMENSIONS
ARE APPROXIVAIE
T IIOM. ---
FOR SCOUR PROTECTION USES
EROSION MAT FOR CHANNEL UNNG.
LAP MAT UNDER UPSTREAM BALES
AND SECURE FABRIC WITH "ODD STAKES,
AT 3-FOOT INTERVALS.
STAGGER JONTS, BETWEEN
ROWS OF BALES.
GENERAL NOTES
DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN 04 THIS DRAWING
SHALL CONFORM TO THE PERTINENT' PEOUIREMENTS OF THE STANDARD SPECIFICATIONS
AND THE APPLICABLE SPECIAL PROVIODFIS,
POTENTIAL SCOUR AREA
USE EROSION MAT OR OTHER
DIVIDE WN.111 DIRECTED BY THE ENGINEER.
TO BE SIM!L AR TQ CHANNEL
PLAN VIEW FLOW DETAIL,
EROSION BALES WHEN ALTERING
STAGGER JOINTS WITH A DOUBLE ROW, THE DIRECTION OF FLOW
STAKES DRIVEN FLUSH WHEN
SOIL CONDITIONS PERMITS
C)
FRONT ELEVATION
IN
BOTTOM ELEVATION OF END BALE SHALL
BE EQUAL TO OR GREATER THAN TOP OF
LOWEST MTDLE BALE,
TYPICAL INSTALLATIONS
OF EROSION BALES
STATE I II II II I
OF WISCONSIN
I DEPARTMENT OF TRANSPORTATION
APPROVED
DATE C�l ~ OADWAY DEVELA�'IIENT ENIFNIUIR
P.WA
S.D.D. 8 E 8-2
POST
IN SLOPE.
"GFUTEXTILE FABPG
LINE
TYPICAL SECTION
PLAN VIEW
TYPICAL APPLICATIONS OF SILT FENCE
ROADWAY ROADWAY--- GENERAL NOTES
SHOULDER SHMILSFIR DETAILS 0, CONSTRUCTION NOT SPEAR ON THIS DRAWING SHALL CONFORM TO
-TTHE PERTINENT PEOUREVENTS OF THL STANDARD SPECIIRANONS AND
DITCH MK APPUCABLE SPECIAL PROVISK)NS,
ol (1) HOOZONTAL PEACE WHIT 2 X 4� WOODEN FRAME OR FOUVALLNT AT TOP
OF POSTS AS MRjETED SY THE EOGINEER
INSLLPI
AND ANCHOR THE CE0TEX7[LF, FABRIC. FOLD MATERIAL TO FH
E
02 TRENCH SHALL BF A MTYMUM WIDE OFEP TO PURY
-El - J--I� I I
NS� rRFPcH �ND BACKFILL A CEMPACI TRENCP WITH FXCAVAT'_P SaL.
IE
J (3) WOOD POCTS SHALL L A NIMAIUM SIZE OF 1'/,' X I'/," OF'OAK FIT HYKOR,
'C' L DER -L-1 G —�P
L ROADWAY
ROADWAY
SITUATION I SITUATION 2
PLAN VIEW
SILT FENCE AT MEDIAN SURFACE DRAINS
1 31 AOXN,
ftS 03 SUPPORT CORKOOD POST
LENGTH 4'-0" M GEOTEITILF
2'-0' N:% DEPTH ABTc
Ill GROUND
414
NOTE: T 0' POST SP`CINb ALLOWED IF A
GIO�EXTIL WOVEN cEoTExrLE FABRIC' IS USED.
FABRIC ON[ Y
HACKFILL A COMPACT
,RENCH WHH
EXCAVATED SO'L
jig"
ATTACH THE FABRIC TO
TPE POSTS WON WIRE
STAPLES OR WOODEN LATH KY"
AND NAII�S GEZ-cY
NOTE: ADDITIONAL. POSY DEPTH OR TIE BACKS
MAY BE REQUIRED IN THASTABLE SOLD
SILT FENCE
(NON-REINFORCEM
GFOHEXPLE
F AFRIC
FLOW DEFCTIOP
EXCE s"', L! I
r ARM, -
TRENCH DETAIL
T,8ACK BETWEEN FENCE
P,',� T AND AKICHOR
P T F,-NFf -
F I LOW ,RECTD'l
STAKE
MIN. 191, 1, o"iG
SILT FENCE TIE BACK
(WHEN REQUIRED BY THE ENGINEER)
S.D.D. 8 E 9-4
1
rI
METAL APRON ENDWALLS
MDT
DIMENSIONS
Hnchest
L
�
APPROX.
(Inches)
A B N
L} L2 W
SLOPE
STEEL
ALUM.
fx{'i (MAX.) (xCa
xil{)
Q Q (x2"7
O59
060
6
6_,-_-6
21
IZ
17%z
24
2'/zto I
F2___
O64
060
7
8
6
26
t4
21y4
30
2Yztn 1.064
rl.Y
O50
8
tO
6
3➢
15
28'fe
36
2/zYa 1
A60
9
t2
6
6
35
18
29g(a
42
_ __.064
2'/zta i
054
075
t0
13
6
4{
18
37'(e
48
2'/zto t
074
675
t2
16
8
5L
t8
52 fa
60
2fzta {
36
079
.IOS
14
19
4
60
24
593'e
72
2'/2t0 t
2 Pc
42
.tD9
dOS
15
22
...
11
-69
24
75'/a
84
2/qra t
2 Pc
48
.__.
!09
.105
..._
t8
27
_._-
12
T@
24
@t
90
2'/4ta t
_ �.
3 Pc
54
109
,IDS
18
30
12
84
30
ft5'fz
102
2'/41'0 13_Pc
6D
.SO9x
.t05x
IF
33
12
8T
-_
-
14
Kt?_ 1
3 Pc
56
.109x
.105x
-18
36
f2
87
120
2 to 1
3 Pc
T?.
.109x
.tOSx
I@
39
I2
B7
-
_
126
2 to 1
3 Pc.
d8
.t09x
.105x
Ie
42
12
87
�-
C32
1'/;to 9
3 Pc
84
.104x
.105x
18
45
12@7
-t38
1'fzto 13
Pc
90
109x
.105x
18
37
12
87
-
144
1'fzto 1
3 Pc,
96
.109
.105x
18
3S
12
87
-
150
7'(zto 13
Pc.
x EXCEPT CENTER PANEL
SEE GENERAL NOTES
r-DIAI-
f
REINFORCED
L ) l F._._._ EDGE (SEE
T SECTION A -A)
4 Q
4 t f t 1 LY \
__...� A �......—....___._—IF A �.-_..
PLAN VIEW END CORNER PLATES MAY
BE FASTENED TO APRON
PROPER BY BOLTS, RIVETS,
-- OR RESISTANCE SPOT
WELDS WHICH WILL, HOLD
THE SURFACES TIGHTLY
4 DIA, TOGETHER
END CORNER 4
PLATE.
H
Yb' CIA, HOLES FOR ff �- -' 8 " E PLATE (SAME THICKNESS
BOLTS OR RIVETS---`" g AND METAL AS APRON)SHALL
IV' C-C MAX, SPACING k"'......_._.__..__.._ W 4 22" .__... BE FURMSHED WHEN CALLED
END VIEW FOR ON THE PLANS
REINFORCED CONCRETE APRON ENDWALLS
E
®DNENWNS (Inches)
APPROX,
.
}
T A B C D E G
SLOPE
2
4
24
48
72
24
2
3 to I
[_21
2 e
6
27
46
73
3031a
[
2''
9
27
46
t3
36
2;
3 toI
21
9
36
3T/
73iT
42
2yq
3 ta7
3
9
4�
30
71z
48
3
3 to t
10
49[,Z
29
732
54
3rZ,
3 to t
_3'/a
3[Z
IZ
54
[9
6Q
3 `a-4
_
36
_
4
15
_._.
63
34 t
9T Y4
_-
72
4
3 ta._1..
42_.
aja
-21_.._
63_.._
35
-T3'
98
78
-
3 vo_1
48
5_
24
72
26
98
84
5
3 to t
54
5'fz
_
27
65
33�4=35359861g_
IOR
90
5°%z
2�,to t
60
6
3IT 35
60
39
99
96
5
2 to t
66
6'/z
24 3p
T 7
27
99
102
5'/z
2 to...l...
72
7_
24-366
78
21
99
108
6
2 to 1
7B
d'/z
24-36
78
21
99
114
6'/z
2 to 9
84
B
36
90°/z
21
ttt'/z
120
6'f_
f/zta t
9O
8'/z
41
8T'/z
24 -..
.- ttt'/z
132
6'/z
Cfzto_.-.
*MINIMUM
"MAXIMUM
OPTIONAL
DESIGN
m
PLAN
END VIEW
GROOVED END ON OUTLET END SECTION
SHOULDER TONGUE END ON INLET END SECTION
SLOPE _ L _-..-__. CULVERT - \ '-t1.11
\ -- T l SLOPE
SLOPE _. ..®, _ t
MEASURED LENGTH �� END SECTION
Q OF CULVERT (TO
DIA. NEAREST FOOT) BAR OR STEEL FABRIC }
NE M ]y REINFORCEMENT A
... _.__L_
LONGITUDINAL SECTION
SIDE ELEVATION CONCRETE ENDWALLS
METAL ENDWALLS
r" WIDE. 12 GA, HLI09"
THICK( GALVANIZED STRAP
WITH STANDARD 6" X '/o'
BAND BOLT AND NUT
r r y
- THREADED Yy" DOA. ROD PIPE
AROUND CULVERT & THROUGH CONNECTOR
TA":K TYPE. CONNECTOR LUG ._�. -x :.ti-_ _... LUG
OR ALTERNATE CONNECTOR
STRAP (SEE DETALLF
MEASURED LENGTH rr
OF CULVERT 'f
TYPE T
FOR 12" THRU 24^ CORP. PIPE
THREADED Yw" DIA. ROD
OVER TOP OF APRON. 51Gf, ..._._._w _-(-_-
LUGS TO BE RIVETED TO .,<"y r,/`--' ROD HOLDER
APRON
MEASURED LENGTH r,
OF CULVERT' '-- -'
TYPE 2
FOR 30' THEM 96" CORR, PIPE
MEASURED LENGTH
OF CULVERT —
COUPLING BAND
ENDURED
CON.P OR
SECTIO'N _.._.� e_.....�_._..
CONNECTOR SECTION I `',,,__RiVETED OR
TO BE PAD FOR AS BOLTED
PART OF END SECTION
TYPE 3
FOR 42' THEO 96" CORR. PIPE
DIMPLED OR CORRUGATED
COUPLING BAND 2 ' 'f2" X 6"
- L....._... _ _.....
�.� BAND BOLTS
RIVETED OR BOLTED AT
DIMPLES 0" C-C FOR ___eMEASURED
CORRUGATED BANDS ._._._...LENGTH
0P CULVERT
TYPE 5
ALTERNATE FOR.
ALL SIZES CORRUGATED CIRCULAR PIPE
NOTE: DIMPLED BAND FITS OVER OUTSIDE OF ENDWALL.
AND CORRUGATED BAND FITS INSIDE ENDWALL,
DIMPLED BAND MAY BE USED WITH HELICALLY
CORRUGATED PIPE..
FOR CIRCUMFERENTIALLY CORRUGATED PIPE USE
ENDWALL CONNECTION DETAILS 1, 2. 3 OR 5
AS APPLICABLE.
FOR HELICALLY CORRUGATED PIPE USE ENDWALL
CONNECTION DETAILS 4 2 OR 5,
FOR HELICALLY CORRUGATED PIPES WITH TWO
CIRCUMFERENTIAL CORRUGATIONS AT EACH END
USE ENOWALL CONNECTION DETAILS 4 2 OR 3.
*912
0.109" THICK GALV, STEEL OR
0.109" THICK ALUMINUM
APRON DIA. RIVETS SPACED
0
SIDEWALL ---- � B" C-C
SHEET �s I""-"
i I" O.D. X O.QT9" THICK GAk,V.
STEEL OR O.075I THICK ALUM,
--` TUBING SLIPPED OVER SHEET
AND RIVETS PRIOR TO FABRt-
CATION OF THE END SECTION
T/a" DIA, X "/z" GAL V, STEEL OR
ALUM. BUTTONHEAD RIVETS
-.. '<-...I SPACED AT 6' C-C. OVER -
LENGTH OF RIVET = 0,78"
;sJa OUTSIDE OF APRON
SIDEWALL SHEET
EDGE OF SIDEWALL SHEETM;N'MUM r
-ROLLED SNUGLY AGAINST -- /s" OIA. G&LV. STEER. ROD
\STEEL ROD P �„ji -� -�OR NO,4 GALV,REINFORCING BAR
DETAILS OF CONSTRUCTION. MATERIALS AND WORKMANSHIP NOT SHOWN ON
THIS DRAWING SHALL CONFORM TO THE PERTINENT REOUIREMENTS OF THE.
STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS.
CONCRETE CULVERT ENDWALLS MAY NOT BE USED WITH GALVANIZED STEEL
OR ALUMINUM CULVERT' PIPE OR VISE VERSA, GALVANIZED STEEL OR
ALUMINUM ENDWALLS SHALL NORMALLY BE INSTALLED ON CULVERT PIPE
OF THE SAME METAL.
ALL. THREE PIECE STEEL APRON ENDWALLS FOR 60" DIAMETER PIPE AND
LARGER SHALL HAVE 0,109" SIDES AND 0.136" CENTER PANELS. ALL
THREE PIECE ALUMINUM APRON ENDWALLS FOR 60' DIAMETER PIPE AND
LARGER SHALL HAVE 0.105" SIDES AND 0.134• CENTER PANELS, THE WIDTH
OF CENTER PANELS SHALL BE GREATER THAN 20 PERCENT OF THE PIPE
PERIMETER,
LAP SEAMS SHALL BE TIGHTLY JOINED BY GALVANIZED RIVETS OR BOLTS
FOR STEEL. UNITS AND ALUMINUM RIVETS AND BOLTS FOR ALUMINUM UNITS,
FOR THE 60" THROUGH 96" DIAMETER APRON ENDWALL SIZES, THE REINFORCED
EDGES AND CENTER PANEL SEAMS SHALL BE FURTHER REINFORCED WITH
GALVANIZED STEEL OR ALUMINUM STIFFENER ANGLES. THE ANGLES SHALL BE
ATTACHED BY GALVANIZED NUTS AND BOLTS FOR STEEL UNITS AND ALUMINUM
NUTS AND BOLTS FOR ALUMINUM UNITS.
WHERE TWO OR MORE PIPES WITH APRON ENDWALLS ARE LAID ADJACENT
TO EACH OTHER, THEY SHALL BE SEPARATED BY A DISTANCE SUFFICIENT
TO PROVIDE A MINIMUM CLEARANCE: OF 6 INCHES BETWEEN APRON ENDWALLS,
ED FOR PIPE SIZES UP TO 60` ENACTED, A I80° ROLLED EDGE MAY BE USED
INSTEAD OF STEEL ROD REINFORCEMENT, SEE SECTION A -A,
I
ROTATE 90' FOR
NORMAL POSITION
I D[A.
GENERAL NOTES
WELDED
EYE BOLE OR
30'1
APPROVED
EQUAL
24- ------4
U�'MUNAL GAP
1
CONCRETE CULVERT PPE SHALL BE TIED TOGETHER 114 THE MANNER ILLUSTRATE[) BY THIS DETAIL AT
A 14' "
INSERT,
LOCATIONS DESGNAIEO ON THE PLAN. THE CONTRACTOR MAY USE EOTHER ALTERNATE L 2 OR 3 FOR
—j
CAST -IN'PLACE
DRAINAGE STRUCTURES. ONLY ;LTERNATE SAND 3 MAY BE USED FCR CATTLE PASSES. UNLESS OTHER-
7 FREAM' D
DURING
FAERFATION FCR�
WISE S7ATED ID THE CONTRACT THE MATERIALS, FABRICATION AND WORK NECESSARY TO TIC CULVERT
I" TIE ROD
T' MA•
EYE ROLL
PIPE AS INDICTED OR THE PLANS AND BY THIS RETAIL WILL BE CONSIDERED INCIDENTAL TO CILVERT
, I 'f
f
PPE, REINFORCED CONCRETE CULVERT PIPE, ON REINFORCED CONCRETE PIPE CATTLE PASS,
ILI:
,I
DETAILED DRAWINGS FOR PROPOSED ALTERNATE DESSNS FOR JOTiT TIES SHALL St SL'-P'J;T,ED TO THE
ENGINEER FOR APPROVAL.
HID NAT
I"' EYE
Ba,T
L _C
f
If
Q
0 OF TONGUE ADD GROOVE OR BELL AND SPIGOT jO'NTS.
CUT WA
Q)
THE NSCE DF THE THREADED INSERTS SHALL BE CLEAR TO ALLOW TI4 INSFIRNON Ce THREADED EYE
BOLTS.
CAST HOLES SHALL S, -IN-PLACE OR DRILLED 12'FROM �� 01 TONGUE AND GROOVE.
21 Y:IH
THREADED
(4)
'CrIC4 RED
SOLT PROJE DE OF PIPE SHAUL NOT EXCEED 2".
(CAST-R-PLACE THREADED INSERT)
05
ROD MAVETER IINCH�
EYE
BOLTS AND TIE ROD
0
LENGTH ADEQUATE TO EXTEND 70 WITHIN V, INCH OF THE NNER
LONGITUDINAL.
SECTIONS
SURFACE OF THE PRE.
M14.
T. D
Q C3
- ------- ------ IGL
4 i'T
(TONGUE & GROOVE PIPET
L —
Z' MN'
THREADED
y'- M!IL
IN
EYE BOLT AND TIE ROD ASSEMBLY (ALTERNATE NO. 1)
I' DIA,
HOLF
' IS
HOLE
EYE BOLT DIMENSION TABLE
PIPE SQ!E
—:hc
I L LENGTH
T IUE rr I :i7
R clTrLIERI� 1 71CIll
COKE PIPE BELL PP'-
18' TO, 24"
4 U,-
6
30,
51
7'
7-
42-
148'6
61,
:
601,
7
EN,
24'
TREADED
:�i I i
L— MIN. y'-
EYE BOLT
OPTIONAL-7 CUT WASHER -1 t- HEX NUT NOTE:
GAP TWO EYE BOLTS MAY BE USED WITH CUT WASHER
A 30" LCNC THREADED ROD IN LIEU
OF THE 90' BENT TIE ROD. v HEX NUT
EYE BOLT EYE BOLT AND TIE ROD
(JOINT TIES FOR 16" TO 66" DA, CONCRETE PIPE)
EYE BOLT AND TIE ROD ASSEMBLY (ALTERNATE NO. 2)
ADJUSTABLE TIE ROD TABLE
PIPE TIE ROD
SIR GWMt TER
D
1 60
2
r
Tll�
66
go_ 10 G
OYENSIONS SOWN ARE IN INCHES
Ll
I
PLACEMENT OF 0CAST IN -PLACE
INSERTS OR HOLES DURING FAIERGATION
FOR PIPE SECTIONS REOUAHNII TID RODS
D
D ii
TRANSVERSE SECTION
TAPERED
PLAIN
RIGHT AND LEFT
THREADS
SLEEVE
NUTS
10 Y", 10
2 UFILL WITH MORTAR
K' M"4
THREADED
I A/, I f SLEEVE NUTS
I (SEE DETAILSI- A
A
L 05 A�t
4
2.. MDE
TD REA
-------------- o
LONGITUDINAL SECTION
(JOINT TIES FOR [2'* TO 106" DA. CONCRETE PIPET
ADJUSTABLE TIE ROD (ALTERNATE NO. 3)
0
GENERAL NOTES
Depilix of construction, materials aod wzkranahip not sbrsm
on this drOmina, shall conform to the Standard S,,,jfic.tjons
and the applicable Special Provisions.
Th. shooed $.bvad. with granular feurd.tim is an spoof
alternate to the granular foundation except where took is
(D Where back, two son or fragented material is encountered,
the ftermh shall be excavated below the nottox of the Pipe
.n .,W.,t equal to .1 Inch per foot of proposed �,Okxeht
.boxe the top Of the Vloy,, hot not less ton, 6 inct...
02 Trench shall be backfilled as r1polred by Sta td Specifications;
Section 520 for Pipe culverts aM Section 607 for stom sewers.
7
�/ 7f
when previously Placed weliuckment or
X When OxavislY Ploced melianlosant or
I/ Cabiginal gropnd ..t.ods above top of
criglowl otoond tends so.. too of pipe, this area of french to be backf,11.d
Eabaueoment within this area Ripe, this area of trench to pe, in accordance With St,pnd.� Specifications.
to be pl..d ifits Y "backfilled in .M.e With Standard E�,keent within this area
SWci to be placed hhosdiately
following the installations followto, the install.t." /0"
of C.I�xt. See S Trench See Standard Spsca4rcationx of culvert. See Standard width of Trench S.. Standard Speoifroataont
spor,ificaum, specrfi,.tich.
Original Ground by B,,Ck fiu (D
Emba,Jamont placed STOW Backfill
in accordance with CULVERT.Original Ground or CULYFRT, STOW
Stmodard Specifications PRAM M E�.kwsnt PlOcecl
GRAIN. OR
to at 1".t elevation to OCCoydance With
SERER PIPE Standard 5pecifications SEWER PIPE
of too of ctil,,"t Bottom of Tt.och, to at least el.'a z
prior to w.can,atin, 50 O.P. kin.
culvert trench of too of cul"it
-t prior to .."'Sting ........
culxart trench 5- mim 10
This area of bed to Fine Granular Fill
Material 2' Kin.
shaved to fit Coot M 0.0.
of core
Cew,wy,twd Granular Material
6' Mac, Layers
999150M
1,
Mno=
TEE
,Cq. HDF BaraaM OF .---..
METALLIC CafiDUIT---. BOTTOM OF FOR pRA --- PVC CONDUIT---�� CONDUIT TRENCH
.._.__� °�A lAGF _
CONDUIT TRENCH
l 'PROW AC.4RK SHALL E INSCRIBED IC ..,...._._.,.1...
/ r7 FR AT
SURFACE CA FION TO i&" C.'r f�<!F,.�T. .- "? ` r``\;L.. �...Il<.. :'F'C" ^`.�.�. .: �! `i .. �.1
L SNP AT 'EACH, PLACED v� �V, J; �
t -,`�I/ i ✓f
C" 47";ti5 ARE d .. 1
THE F AVEYIENT .:-A ✓ '�, _ ., .. f"` y 4 f ,� L
/I
CC'NDUI'f . �I( t L-.! / ✓ Y"/k ✓r
F i g i k" CIA. % a T�i.d I � .. � I
- 1 i
r l
,...._.. P ; N'Ppt)_ L �`1,._ �5 y 7 � cn' l w , —�C A � /
t /
EDGE CF ! i �� C )t. ri ,�. �✓ .,.,�
1 __� '.u� ,•% 44 ..
PAVFVFNT
OR PACK E I /A ✓� •-^' r'
OF CURB
.�. TLC 2 COARSE r,. y -•,.�C I a0, 2 COARSE
\., 3 - '- / ,/ AGGREGATE. FILL k P� A'7`"'.� � /��...,.: �!: ( AGG'RFGAT: PC L r C j. �H, ^-S� I✓ ,f:
PLAN VIEW 10,LTA.GR COHORT T-O'MA, OR SMIARE
hpryMWpq F ,
NOTE: INSTALL AT LOCATIC9S WN C- M TFLt C CONITITS NOTE. dSTALL Al LOCATIONS lYHERC PVC CONDUIT`".
CAN,NGI B• PUCPFD TO GRAIN AN10 A PULL BOX, CAW�OT ".FP'TCHEiD TP rRARE INTO A PULL.. COX.
DRAIN SUMP FOR METALLIC CCPIDW T DRA6M SUMP FOR PVC CONDUIT
*DEPTH OF CONDUIT AND LENGTH OF PULL BOX PARES
WITH HEIGHT OF CURB USED. ALSO SEE PULL BOX S.D.0.954
ARROW MARK INSCRIBED
N PAVEMENT SURFACE OVER
fx OF CCNOULT IBOTE4 ENO51
NORMAL.
.
-_.. PAVEMENT
TN K -SS
PA;FM:k
. - EASE
COI6tGE
f�
EITHER D;RECTION
CONDCLr.PITCH TO GRAIN
EDCE CF
P,)V,E"ENT
OR PACK"
0-CUB
BACKFALL
SIDE ELEVATION
FOR CONDUIT UNDER• HIGHWAYS
G
11
DCT LvS OF CCiSTR'JCTI 7 MATERIALS. AND WORKMAJSt" NOT SHOWN ON THA$ OPAWING
SHALL CO"J OPM TO THE PERTN Ni' REOU CEMENTS C THE CONTRACT,
METALLIC (SfAPOAFI7 SPEC ICATI,N G5ti72}OR NONV TALLIC iSTA QAR'P SPFCI CATION
65 .L3) CON D Y SHALL PE FURNISHED AND PLACED AS SHOWN.
DEPTH C9 COHM1T ,NSTA LPD EFLOW THE_ TRAVELED WAY SHALL f 24 I dHE'S M4MU&
AND 35 INCHES VY %LIMA'
DEPTH C''' CG` LIT INSTALLED GHAT IS NOT BELOW nT, TRAVELED WAY SHALL BE IS NCHES
IAVULA ATS) 3& INCHES MAXFAIUM.
ANY EXCEPIFIR TO THE MA%MUM CEPTH SHALL, Sr ONLY WITH TFC AHPTTF;N APPRaVAL
t C TF' HI C ER.
TI TENCH SHALL NOT RE BALKP LLEU ['ROE TO P! PECTION OF PA C„ONDOA,
ALL METALLIC CO DU3 RACEWAY END" OFOLL, BE REAM D AND TEz,ADED,
v Ir c HA F1 A T ! Tk CUSC
ALL 6TAI kYC CG DULT' d dt ACH W"nE 09 CABLE L» U 7S LRF6 LL O .O
NI H APPROVED THREADED PUSFNIS BEFORE LNSTALLAI 7 OF TN W F GO CABLE.
At@ A..TALI IC CONDUITS IN V t!CN WR, OR CABLE IS NOT TO BE JSTALLFIC SHALL. BE CAPPED
WOH THREADED PROTECTIVE CARS, As APPROYE) BY TPE Fz c, ECR2
ALL NC AV LLIC CO OUT SHALL BY CAPPED OR PLUGGER IY ➢KMA4LLY AFTER INSTALLATION
AIM SHALL REMAN CAPPED OR PLUGGED U I;L. WIRE/CABLES ARE .dSTLLED.
NCNLIF1'ALLIC CONDUITS, N AVCH WDE OS EAGLE IS NOT SENS LNSTALLEE) SHALL RLI'MAIN
CAP7FD OR PLUGGED.
PEN 'iNG CF PVC ELECTRICAL. CONDUIT SHALL. BE ACCCLYLL,ILIFE) 9Y U NS A BLANKET OR EM-P SICN
TYPE TANN DECDKEO FOR TP,.. PURPOSE OF BEM1D:NG PVC ELECTFISM, CO'RLTT,
ALL. CUT ENDS SHALL. B ,.° VTD INS'DE AHD aTSIrE TO REMOVE ALL. RCUGH FUELS C"i NO`VM TALLIC
CCN00% tSEF NFL 347A5Y
NF'EN P}C1J'Q CY TO CONNECT NONV--TALLY' CONOLAT TO IJETALLICI. CrNDUIT, C'CLF U.L,LISTED
ADAPTF:FT FITTP74S SHALL_ S:. USED.
PR'CF, TO CGNDUtT ACCEPTANCE, CONSUL' CAPS OR PLUGS SHALL BE REMO"VEO} AND THE CAPS.
SCOOT 'NO C "T ENDS SHALL DE EHOROIIGRLY CLEANFD .AND TIiEN THE CAPS OR PLUGS REIN-
SFALi EIJ TO EN$VRE'. THAT THE CAPS OR PLUGS CAN BF EAS'.LY RF.MOVE'D IN THE FHI HRF.
ALL IJCS[)UT `.,LNG FURNISPED ANT INSTALLED SRA(L FAVfi THE U.I. LAPEL FfFTT.Y
ATTACHED,
COKPHIT RUNS '11AIL BE HIT SAKE SIZE OF CONDUIT FROM ONE ENO TO TPE OTTER tVRO0.4 pUL4 POI
TO PULL BOX C i LUNCT04 BOX TO .,UNCTION BOX-CR CASE TO BASE, ETC0,
CLY ROIL CF A FULL hR lHPLL P uTAL.fl..'D AS STAYED RC Tiv ETAN,]ARD "EC`r`IC.AT1pN.
i C{F 652Z.LL
S L LC'FLI -UNS SHALL F CTRANHT (WITHOUT BENC> FUCA P CL COX TO PULL ROX, POLL BOX
To RASE AND BASE TO RA.CL' A4 SHOWN RG TF- PLANS I. LESS OPP_HNISC APCFOVF� D BY TH'
PROJECT ENMNEER,
l.?1MIMMI AIM
I
k
0
61
SHOULDER EDGE OF TRAFFIC LANE I I SHOULDER EDGE OF TRAFFIC LANE
EDGE LINE MARKING NNHITEL
CENTER LNE MARKING (YELLOW)
501-- 12
NO—PASSR4G MARKING
E2= —\ Q�z rPUTVP r MT JrZ (YELLOW) -
EDGE LINE MARKING (WROTE)
SHOULDER
luacmmffi�
SHOULDER
EDGE OF TRAFFIC LANE
EDGE OF TRAFFIC LANE
CENTER LINE --7
MARKING (YELLOW)
50, 1r-
-E NO MARKING
:TL I
CENTER LINE —T ——'
—-----------
6-3
SHOULDER
EDGE OF TRAFFIC LANE
EDGE LINE MARMNG
LANE LINE NOTE: ALWAYS LEFT OF CENTER LINE
UARKPIG (WHITE) IN THE DSECTION OF TRAFFIC
M4 CENTER LINE Ell, =1 � =,"
- -- — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — - — - — — — — — — — — — - — — — — — — —
SHOULDER
SHOULDER
SHOULDER
NOTE: ALL DIMENSIONS SAME AS TWO WAY TRAFFIC
EDGE LNE MARKING (AHITEI
EDGE OF TRAFFIC LANE
OF TRAFFIC LANE
m
LANE LINE NOTE: ALWAYS LEFT OF CENTER LINE
MARKING ONHULEI IN THE DIRECTION OF TRAFFIC
I'
NOTE; ALL DIMENSIONS SAME AS TWO WAY TRAFFIC
TWO WAY TRAFFIC ONE WAY TRAFFIC
TEMPORARY (INTERMEDIATE) PAVEMENT MARKING
(SHOWS CYCLE FOR TEMPORARY CENTER LINE OR TEMPORARY LANE LINE WAR9M
GENERAL NOTES
DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO STAN04RO
SPECIFICATIONS AND SPECIAL PROVISIONS,
QHALF CYCLE LENGTHS QSi) WITH 2'MIN,MUM STRIPE LENGTHS SHALL BE PROVIDED ON
ROADWAYS IINCLUDING TEMPORARY TRAVELED WAYS)WITH REVERSE CURVATURE, CURVATURE
OF OVER 5 DEGREES OR WHEN DIRECTED BY THE ENGINEER TO MARK UNUSUAL. ALIGNMENT
OF THE TRAVELED WAY.
(2) NO PASSING CORE TEMPORARY PAVEMENT MARKING IS REQUIRED TO BE PLACED, WHERE APPROPRIATE,
ALONG WITH CENTERLINE: TEMPORARY PAVEMENT MARKING WHEN A SAME DAY PERMANENT PAVEMENT
MARKING ITEM IS INCLUDED IN THE CONTRACT,
NOTE
ARROW SYMBOL a LP SNOWS DIRECTION OF TRAVEL
f it
fL,E U`.✓ rAr{ 16 EX ffFr U' ..
WHEN 'V 0 LESS TWN M'
END 9HRKNG 'TIRE CUTS 1E'RNS -
NNNOR INTER SECTION f?CTHOU T CURBS
wF 00
i
t
� t
� t
1 MINOR INTERSECTION WITH CURBS
_l.
(!)(FOR SPECIAL CONDITIONS AS SPECIFIED)
NOTES
Ma UAS SHELL EE C. TTEC1 TORM0 190. 'UL( l EDM U:BS RALS BE Ef,MNLI„q
TR UGH fYn'PEWAYS.
'hN M Up ANSE'. -V M LESS THAN nO FEEL Cc r t:A L'NE,
MEN MS' ME, 0 S LESS THAN 003 FFEY, CIJIT M J'.EUZN. L .Z LNE_
M r ME MA. K.'G $HALL. [" l �' 6 ry rt cr C:,E GD At Ml WktTRAC'T,
TNU t.0 Jt; HtY F�a� 6 .°i
wEnTyul tS cN A _HARE FC-iT f,..'TAL C{ J CR VdETT VMI= U V! N M
OVAIM A41 SUCH THAT NT ENE LIN"e`. "U HE ➢ri,y LE { : TO THE. VOUMT U-1
wpox 100m SIDRC.
i s r _. d T-E TAWN ATEAS 09 VA PTAH. ��.. Y 3 ' E P3r'FASS
i._^ EE LOCATED HUMK t •_L�- ""CAW TO 40. CUTAF
RT L ClLON LRT,
o AaAPoe" AT r
I/
MGKT .URN LANE
c
_...=tT
EDGE l
._tw iT Er
1
MAJOR [N T ERSECTIONS
(INTERSECTION alrH FULL RIGHT TURN LANE OR 'BYPASS LANES}
MINOR INTERSECTION WITH CURBS
(TYPICAL MARKING)
L YZ
Hy PSF.
M =
CENTER LINE
MARKING (YE
CENTER LINE .._.
MARKING (YELLOW)
9CCYtl16 � � OXGCYING
RAfFIC TRAFFIC
USES U&Ee
ENTER CENTER
LANE LANE
R3-72 W4-2R 33-72
•lo a
EDGE LINE WARPING (WHITE)
Z"'`%b, LANE LINE MARKING (WH6TE1
`-"EDGE LINE MARKING PWHITEII—^
6
NO -PASSING -------'—'%1" L'fa MIlE5 TYPICAL--___... ._�._�(..- :'TAPER
ZMARKING, q
IF NOT ALREADY
ZONED tYELLOWk
PASSING PASSING SLOWER
LANE LANE TRAFFIC
AHEAD AHEAD KEEP
X MILE i� YILE RIGHT
R4-51 R4-5P R4-3 RIGHT
% IN WHOLE MILES,
NORMALLY NOT LANE
EXCEEDING 3 MILES ENDS
W9_11A W4-2R
PASSING LANE
NOTES
of SIGN R3-T2 SHALL, 9E REPEATED AT '%T WLE INCREMENTS WHERE THE ADDED
LANE IS LONGER THAN '/E MILE, (NOT NECESSARY IF MARKED NO -PASSING)
02 THERE MAY EE SOLID YELLOW ON 714E CENTERLINE DUE TO SIGHT CONDITIONS.
ARROW SYMBOL ( => p SHOWS DIRECTION OF TRAVEL
I
a
WORK AREA
FLAGGED, EQUIPPED WITH STOP/SLOW
PADDLE FASTENED 04 SUPPORT STATE
SIGN 04 PORTABLE CR
PERMANENT SUPPORT
Fo x
CO(T UTYPICAAA 500'ITYP;CAL) 5001VN� 1 2CO'TT 30D'I;-P!CALF
O RDAD
W�K�W70
R'O \//W, 'C-70
FOR A VOWING WORK OPERATION.
SIGHING FOR SOTH DRECTG)NS SHALL BE REESTABLISHED
CAS SIMULTANEOUSLY AS PRACTICALIAT APPROXIMATELY
3500 PROT INTERVALS IN THE MOVING ACRK OPERATION
OR AS DIRECTED BY THE' ENGINEER.
(D SIGN PDT REQUIRED IF FLAGGING OPERATION OCCURS WITHIN
A SIGNED ROAD WORK ZONE AREA,
>tJSE OFTHE 'FF PREPARED 70 STOP" 5R4 IS OPTIONAL- WHEN USED, TEES SZN 94ALL
BE LOCATED BY TWEPTHE W20 0, AND W20-4 S!GNS, A 5001 TYP!CAL SPACING SHALL I",,'
PROVIDED BCLWGFN III[ `GGTFS,
< <> ROAD 'ROAD
0A DVWORK
AHEAD AHEAD
WSJ W?a 4 WS0-1
200' TO 3CUiTYPICAL 500, UN, SOO iTYP(EALL L
DETAILS CR TR'FFIC CONTROL, PEV!rES AND INSTALLATION KOT SHOWN ON THIS
DRAAYFG FHALC CONF904 IF THE PERTINENT RErLFREVENIS OF THE STANDARD
SPECIPCATMNS, THE SPECIAL CROVISITP4S. ART) THE LDNUAL_ ON UN:TORM
TRAFFIC CONTROL DEVICES.
THE EXACT NUMBER, LOCATION AND SPACING OF ALL SIGNS AND DEVICES
LAND THE, LOCATION OF ALL FLAGCERSkSHALL BG- ADJUSTED TO FOT RELG
CONDiKONS, AS ERECTED RI THE ENGINEER.
THE FRET ADVANCE WARNING SIGN SLIOULD TYWCALLY BE LOCATED TN ADVANCE
OF THE ANTICIPATED TRAFFIC BACKUP OR OUEUE.
WHEN A SOL ROAD OR DADS t4TERSLCTS THE FACILITY ON MMCR THE
WORK IF BE!NG PERFORMED, ADDITIONAL. TRAFFIC CONTROLS SHALL EE
PROVIDED AS SPECIFIED IN THE PLANS ARO/CR THE SPECIAL PROVISIONS
OR AS DIRECTED BY THE ENGNIEER.
L I AGGERS SHALL RE. IN FIGHT OF EACH OTHER OR IN GREG T
COMMUNICATION AT ALL lHk ES. THEY SHALL BE EOUPPED WITH
STOP/SLOW PADDLES FASTENIED ON SUPPORT STAFFS. WHEN THE'.
FLAGGING OPERATION 15 NOT N EFFECT, THE TFLACGER AHEAD'.
THE 'ROAD WORK AHEAD' AND THE ONE LANE ROAD AHEAD.
SIGNS SHALL BE COVERED OR REMOVED AND THE HIGHWAY RESTORED
TO NORMAL OPERATION.
ALL SIGNTS, ARE 48' X 48' UNLESS OTHERWISE NOTED.
60" A ?14-
" TI,
VAR)ABLE UISTALCF GX� 2
t[OTES-
1. ALL FILL VCLUMES AND CUMULATIVE FILL VOLUW S SHOVN
ARE Zr,—. TYPAND-TIL FILL VOLu"Es,
2. CO VOLUMES HAVE NOT DEEN AD,USTU) FOR F'WEMENT
REMOVAL I/KUILIES
w
mm
_J _7
------------- ---
_J
J_ ----- --
_40 2 11) 20 40 60 80
MATCH DRIVEWAYS LEFT AND RIGHT
lt-L r1r)
A -I-- R/W - ---- --- 935
-- - -------
qzo
1,2' �
-40 -20 G 20 40 60
END TAPER IN BOTH SIDES (101.55:1)
MATCH DRIVEWAY LEFT
n , r-n
935
TRyw-
_7
192t,
-40 20 4n 60
ammill
---- ----- ---
J
1-20 21,� 920
-40 20 40 60
LEFT SIDE WITHIN HANSON DRIVE R/W
BEGIN TAPER IN BOTH SIDES (101.55z1) 0 STA 1+9&45
q40 9 to
----
6+14
- - ------- - q 3a 1T 4 1
945
T
0 20 40 60 80
MATCH DRIVEWAY RIGHT
940
4+50 R/W ---- --
1440 3A cl
3 r I� Z� .,L�-�1-� ' i -� v.{.�\_..)., �a . , _�'. __ ..., � tl.'•`S ) rt � r i i i a.:.n i l ., I � ) _ ._ �3/J
.. ...... ..
80 GO 40 20 0 20 40 60 8 i0ll
LEFT SIDE PUBLIC LANDS (WI/DOT)
9 G
MATCH DRIVEWAY RIGHT
a20 40 Go 80
6+00
F_
945 77-
4+00
Rr W
-A A
4 0 910
A ---
T
1 935 J
93G
9 ------
40 0 20 40 "0 80 Ci 40 N) (t 2 -1 4b C0 r'll) 103
NMI
7
0-0
9Z5
.......
g-)
.1i)
2:1
20
90
F11
LEFT SIDE PUBLIC LANDS (Wl(DOT)
R/W
-JI-11 1, .......
•
960
955
90
945
940
960
955
950
9.*
940
_eo -60 -4G __20 0 20 .0 60 80 100 120
BOTH SIDES PUBLIC LANDS (WI/DOT)
AM
945 ----- ----- i--- 945
...... -------
940
94D
4 -- ------- ---
_7
----------
_/tt
935
9-,o t- ----- 1
_-FO -60 -20 0 11.0 40 60 so IGO
BOTH SIDES PUBLIC LANDS (WI/DOT)
975
-------- ----
970
970
J_ ------- I
j
-+.'.
9(0
-----------
955 --
---- ------
-- ---- ------- - --- ---
0�5
---- ----- - --
950
�150
----------
945
945
7
940
------------ 940
-H20 lco -po -_D -20 0 20 40 Do 80 100 120
BOTH SIDES PUBLIC LANDS (WI/DOT)
im
975
----------
i
-- ----------
970
-- --------- --- .. ......... .
j
n.
_4 ------
----- ------- ...... . ----- - --- 960
-- -- --- - ---
955, -- - ---
955
9 0 5
945 ------ 7-_
L
F- 945
940
940
-120 _1 , -80 -60 -40 -20 0 20 40 60 Eo 100 120
BOTH SIDES PUBLIC LANDS (M/DOT)
5-
CL_T- I
10 o
9CALE IN FEET
970
965
960
01
5�
950
945
975
970
965
960
955
910
945
BOTH SIDES PUBLIC LANDS (W/DOT)
BEGIN TO SLOPE SIDEWALK AWAY MOM ROAD
8+50
BOTH SIDES PUBLIC LANDS (W/DOT)
MATCH EXISTING SLOPE PAVING LEFT AND RIGHT
WTH 4-INCH CONCRETE WALK
960
955
1 ,470
950
965
95.1
0 r 0
LEFT SIDE PUBLIC LANDS (VAIDOT)
9+68
q45
0
4
1-R/W- - - --------
9!,5
---- --
L
T
-4.
J,
945
945
970
T
940
..L
"o F, D
-60 ho -1110 0 20 40 6o 80 100
LEFT SIDE PUBLIC LANDS (WI/DDT)..
915
MATCH DRIVEWAY MOLT
96G
9+50
-7 4�
955
/W
- --- ------
950
—D,
L
945
-------- --- -- ---------- --
-120 lGlo 80
-610 -2G 0 2 0 6G 80 I'll()
BOTH SIDES PUBLIC LANDS (WI/DOT)
N�
oi
FEET
960
955
FED
945
940
-100 _80 __60 -40 -20 0 70 40 50 60
LEFT SIDE PUBLIC LANDS (WI/DOT)
BEGIN TAPER OUT RIGHT SIDE (16.64:1)
fflin'M
,vo
955
950
945
940
7
1955
9 To
J
-- - ------- --- ------- ---- ------
L
---- ---- --
94�
- 945
---------
-100 _8G __60 -40 0 20 40 60 H0 1,00
LEFT SIDE PUBLIC LANDS (WI/DOT)
MATCH DRIVEWAY RIGHT
950
940
-40 -20 0 20 40 ela 80
LEFT SIDE PUBLIC LANDS (W/D(>T)
ill
965
El 6 0
955
9`0
945
goo
-- Ivu -cu -nu -40 -20 U 20 4Q 60 80
LEFT SIDE PUBLIC LANDS (W[/DCJ)
SUPERELEVATION TRANSITON RIGHT BEGINS 01 STA I0+96.80
965
960
945
940
965
Oro
955
950
945
940
SCALE: N FEET
965
960
955
9,5
offlEmm.
_60 —60 - 40 _2",
1 0 20 40 E 0 fl 0
LEFT SIDE PUBLIC LANDS (WI/DOT)
END TAPER OUT RIGHT SIDE (16,64.1)
MATCH DRIVEWAY RIGHT
11+59.13
965
--j -- ------ ----- ------
✓
r-- -- -- ------
4_ -- —_tz
_J
A
_j
_j
I L j
949
-100 _?l) 0 2 0 4,} 67
LEFT SIDE PUBLIC LANDS (W/DOT)
END CROWN RUN —OUT, RIGHT SIDE
970
965
9co
915
gcc)
Q 70 40 tiff F50
LEFT SIDE PUBLIC LANDS (WI/DOT)
BEGIN SUPERELEVATION TRANSMON LEFT SIDE
t(l — 2 " n 20 40 60 FQ
LEFT SIDE PUBLIC LANDS (WI/DOT)
BEGIN TAPER OUT LEFT SIDE (9.01:1)
970
965
950
955
9 Fl, (Y
9 4 F,
970
y"o
9 ;*
R/w
-- — ------------- -
965
_4_1- _4
q60
-----------
-- ------------ ---- -
.-J
-----------
950
100 -60 -40 -20 0 20 10 60 80
LEFT SIDE PUBLIC LANDS (W/DOT)
END SUPERaEVATION TRANSITION LEFT AND RIGHT
r.......
LL. t_j
— ----- ------
------ - ---
-60 -40 _2D 0 20 4C0 60 80
LEFT SIDE PUBLIC LANDS (WI/DOT)
END TAPER LEFT (9,01:1)
ip2rs-,T#1
J.-
9 -0
-80
L
6, (A -40 2 01 0 26 40 E 0 80
LEFT SIDE PUBLIC LANDS (WA/DOT)
MATCH DRIVEWAY RIGHT
-- ----a 975
------------
970
------- 0e5
J
_4 4 ---
J
_140 -120 -1co -40 -2q 0 20 4G 10 po
LEFT SIDE PUBLIC LANDS (W/DOT)
MATCH ENTRANCE RAMP LEFT
13+24.13
-------- 97LI
L i
- ------ 7, 965
65
I -- ---------- - ------ ---- ----
...... ------ q60
L 3.
9 55 5
f40 -120 PJ0 __Eo -60 40 20 0 20 40 co 80
LEFT SIDE PUBLIC LANDS (W/DOT)
MATCH ENTRANCE RAMP LEFT, MATCH DRIVEWAY RIGHT
13+00
q 7o
q70
"I
... .... L - --------------- 965
C60 a- - ----
7"
....... . ......
J-- ----
Ll_ J
Co -SO 60
LEFT SIDE PUBLIC LANDS (W/DOT)
LEFT SIDE WITHIN RADIUS; FOR BYPASS ENTRANCE RAMP
SCALE: N FEET
I
975
970
965
960
1355
975
S70
965
960
9�15
975
970
onyx
975
970
965
1169
955
cl u -40 -20 0 20 40 610
LEFT SIDE PUBLIC LANDS (W/DDT)
MATCH DRIVEWAY RIGHT
14+10.83
Qo - 2, 0 26 40
LEFT SIDE PUBUC LANDS (W/DOT)
BEGIN 100' TURNING LANE, LEFT SIDE
14+00
'60 610 -40 _20 0 20 .o 60
LEFT SIDE PUBLIC LANDS (W/DOT)
LEFT SIDE WITHIN RADIUS FOR ENTRANCE RAMP
975 �75
------------- ---
974)
- L I 970
----------
-4 4
965 15+50
F.-
-----
6-
r--- .... ....
9 7 5 9 7
d._
970 sacs
Z�
L ...... L-C,
0 2"T 40 60
LEFT SIDE PUBLIC LANDS (WI/DOT)---------
END 100' TURN LANE LEFT, BEGIN 150' TAPER IN LEFT (18,75: 1)
'175
15+00
j
955
9 7 0 970
965 --ro -20 Q 20 _60
T
__ -------- I Jr-41--
I
T:ff L
- --------- - L
15+24.48
r 4,
-------- R/'AL
_4 ------ ------
L - -- - - -------- 975
L----
975
qs ------
5
j, ...... L_
970 L
P -40 _2o D 20 40 60
LEFT SIDE PUBLIC LANDS (WI/DOT)
14+50
9 >5
P)a 970
90
4-
17
0 0
MATCH DRIVEWAY RIGHT
20 0 26 40 60
LEFT SIDE PUBLIC LANDS (WI/DDT)
■
0 20
'W,PU: IN FEET
nr-qww.T&W±w
nr_-Aw&Tal
7
07D
j
-&—V
i.
_l_______
------------
L, 'J
ED 40
0
L
20 40
075
970
6,5
0 7'_
18+76.59
q1w
TE
P-i
__J L
100 ll�� 60 40 _-'D 0 20 (j c i
lozw#1
ilvAllif
1,75 ------ ------ ------ .41
_j -- ---- -
---- --- R_/W_
T
0 WO
--------- —
..... ... . ..
—i—I _71
155;
flU
-60 So
0 2D 40 G
4LL x 975
T,E_ I __11.111A
9N 1d 70
---------- -
--------------
9c,
—,,a __20 0 'o 40 CQ 1,0
LOW SPOT RIGHT SIDE FOR FLARED END INLET
18+14.26
) 7 5
970
9es
-to
980
975
'170
sa6`r
-100 -80 -60 -40 -20 0 20 40 60
BEGIN 100' TURN LANE LEFT
19+50
S 8 0
975
970
965
97, a c. �' "i 1 r"�F. ...-m'_",;^"" (�.. 975
j � I r;70 1...... _p_ 7.. .. _ .. ..� 970
965
-t60 a0 60 .40 _ try U 26 40 O._
MATCH HOSPITAL ENTRANCE LEFT
BEGIN SUPERELEVATION TRANSITION LEFT
19+38.92
975
970
-YOU -80 --BG -40 -20 0 2o 40 6C7
MATCH HOSPITAL ENTRANCE LEFT
END SUPERELEVATION TRANSITION RIGHT
19+00
975
970
_ 97Q
.-500 -Bo -60 -40 74 0 20 40 60�
MATCH HOSPITAL ENTRANCE LEFT
mrainswAl
9sa' 4 q i r r t o i T 1 saa
975 1 f, 1- f r I I —r 7 t{ — sas
VO 970
355
a t l i t
9aa -1 1 �.. 910
-100 ..80 -66 _.1a ...20 0 20 40 60
f V
l _
r o i
970 -� -+ fG r.. _ i._ i _-. j 970
TE.. .. ,!
' t
tn7 _50 ..60 --40 -20 0 20 40 60
MATCH DRIVEWAY RIGHT
END CROWN RUN —OUT LEFT
BEGIN 234,80' TAPER IN RIGHT (29.35:1) 0 STA 20+15.20
20+00
9 80 QED
4.
� A
'..
s)Ta Y.E. r I {i- + 'a7c,
I
----1960
- 100 —50 _.66 4t7 —20 0 20 40 60
MATCH DRIVEWAY RIGHT
so .. r Sea
075
97f}
i - H70
rE
"; . -
a66
-- ..._
- lco 60 -60 4l9 20 0 20 40 F,R
END 100` TURN LANE LEFT
BEGN 195' TAPER IN LEFT(24.38:1)
20+76.98
975
970
Ail
1
,
9
"t v0 40 -80 40 20 0 4U 60
BEGIN SUPERELEVATION TRANSITION RIGHT LANE
`(,ACE: IN FEET
I
�o Fa 40 20 0 E3
END SUPERELEVATION TTRANSMON RIGHT
R/W OFFSET RIGHT IS 112.23'
47.E -TL G...- 1{.. rR .1.,-� J_ ,...ate{.. .�. �. 4 �i (. -.}975
�.
970 7...,1 f r� _ k .�. ...1 L. t i l -� 970
4160 !._._. _..._.._.?._ ..L_.__,.,.._.,_ . _.., 6 _ r cy n f_..__ _.. 4 � 4E0
-.100 —80 —60 —40 --20 0 20 40 67
END CURB AND GUTTER LEFT AND RIGHT
R/W OFFSETRIGHT IS 111.93'
22+83.04
99a
_ I
.}
985
965
980 � _.-_.1. t. .... �_R
P 1 _
975 i
�� i r a.____S a---,-_1_ r " 975
t �
970 F 970
965 1 —*'^ i.., .-_-t 465
t
950 L-- tT I .----------
-100 —80 —60 —40 --20 0 2a 40 60
END 195' TAPER (24.38:1) LEFT
BEGIN 5' BULLNOSE LEFT AND RIGHT
R/W OFFSET RIGHT IS 111.95'
L ------
g65 i 1- ' F.
t
rr
975 r-- i .F _ j. j """ _t �-_.—f q7,
'
970
4 {
930 1 I t 4 rt ' r� 4" 4 ' 9.,d7
...—._... _. _ _ .. __ _ ..__... _.._w _ , _. o
—100 —80 —66 —40 ...20 0 26 40 60
LL.�--J
SCALE: IN FEET