HomeMy WebLinkAboutZ7 HELEN ST. AND ST.CROIX ST..pdfI
I
I
a
rA
I X OF SWETS
Shoot No, I Title
Sheet No.2,1-7,13 TypiCol SeCtiOn4 and Details
Sheet mo-74-1--f Estleala of OucItities
Sheet N0.3A-3d misc011 OnAKKX5 O`Usotiti"s
Shoot No. — Right of Way Plot
Sheet 140,54-544PIon, ono Profile
Sheet Standord Detoll Droelnqs
Sheet No. — sign Plates
Sheet No.8.1-8. Z Strt,ctwe Plonsi
Sheet No, Coeouter Earthwok Onto
Sheet 140,5.1-11,zacross Sections
TOTAL SHEETS 2-
RkayawFafik
i p.
R&TIMMEMENTURM 11grAffid) 0TWO
F E L,'
STATE PROJECT FEDERAL
PROJECT
DEPA' THENT OF TRANSPORT &TWN
PUN OF PROPOSED IMPROVEMENT
Allk
VILLA GE. OF N. HUNq3ON HEEILIEN 1:3T, & ST, (0 ;% R 0 1 X ZIS T,
[1vrF4 1111 #Z lul V11-14 =b I
ST. CROIX COUNTY
STATEPROOECT NUMBER
1-481
BEGIN PROJErw'
STA. 1 0�089
* - 1287164. 0
* - 434855,00 1
HELEN STREET
ST. CROIX STREET
A.D.T. (2001)
1000 (EST,)
A.D.`L (2001)
= 1000 (EST.)
kD,L (2021)
= 1400 ((EST.
A T. (2021)
1400 EST.�
T(% OF A.D.T.)
5.5% (EST.
OF A.D,T.)
T�D 7%)
5.5% ESEST.(7)
D,
60/40
D(
60/40
CONVENTIONAL SIGNS
COUNTY LINE
CORPORATE LIMITS zzzzzzzzzzzzz
PROPERTY LINE - - ---------
LOT UNE
LIMITED HIGHWAY EASEMENT
EXISTING RIGHT OF WAY
NEW RIGHT OF WAY
REFERENCE LINE
SLOPE INTERCEPT
ORIGINAL GROUND - ------------
MARSH OR BOOK PROFILE
CULVERT IN PLACE
CULVERT REQUIRED
CULVERT REQUIRED (Prone) a
COMBUSTIBLE FLUIDS
(UNDER PRESSURE) 4 p%
UNDERGROUND UTILITIES
GAS
—G—
ELECTRIC
—E—
TELEPHONE
—I—
SERVICE PEDESTAL
CABLE MARKER
POWER POLE
LJ
TELEPHONE POLE
RAILROADS
MARSH
WOODED AREA
RIGHT-OF-WAY
MARKERS
OVERHEAD LINES
O.H.—
[-1#1N;11**A&1
ST. CROIX COUNTY
I STATE PROCCT NUMBER
19999-00— k
----Nmv:3mw—
T.
SEC11ON 13
LAYOUT
0 .1 2 MILES
SCALE L—L-1
--mmICZ30011—
END PROJECT
STA. 134+00.00
X - 1289900.00
Y - 435460.00
END PROJECT
STA. 23+22.59
X - 1288264.00
Y - 434775,00
L"ECIN PROJECT
'TA. 100+11.74
X - 1289720.00
Y - 43232000
mimmim
m
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
PREPARED BY
CEDAR _CORP
BURKE
0. PIEN2XOVER
Pn,} Dt, Eimeev —
,, Ewm,, C ° 9 EjTA eVO W$ it I_®_
ADJ,
ADJUST
R, OR READ.
RADIUS
AGG
AGGREGATE
R. P.
RADIUS POINT
AN.
AHEAD
RL RA,
REFERENCE LINE
ASPH,
ASPHALT
RF,
REFERENCE PONT
AVG,
AVERAGE
R.CCP.S&
REINFORCED CONCRETE CULVERT PIPE, STORM SEWER
KQT.
AVERAGE DAILY TRAFFIC
REO'D,
REQUIRED
BEG.
BEGIN
REF,
REFERENCE LINE
B.A.
BEGIN ABRUPT
RECONST.
RECONSTRUCT
BK.
BACK
EEL
RIGHT
B/W
BACK OF SDEWALK
R/W
RIGHT-OF-WAY
BIT.
BITUMINOUS
RD.
ROAD
C.B.
CONTROL CABINET
SAN.
SANITARY SEWER
Ct C , CA
CENTER LINE
SOL
SIDEWALK OR SOUTHWEST
C.E.
COMMERCIAL ENTRANCE
S
SOUTH
a
CENTRAL ANGLE OR DELTA
S.R.
SOUTHBOUND
CONC
CONCRETE
SEL
SIGNAL BASE
CONST,
CONSTRUC nON
S.F, or SO. Ft
SQUARE FEET
CO,
COUNTY
S.Y. or SO, YD,
SQUARE YARD
GT.H,
COUNTY TRUNK HIGHWAY
ST.
STREET
C.Y. or CU. YD.
CUBIC YARD
S, ELD,
STANDARD DETAIL DRAWINGS
C. P.
CULVERT PIPE
SIN
STATE TRUNK HIGHWAY
D.
DEGREE OF CURVE
STA.
STATION
LA.
END ABRUPT
SS
STORM SEWER
EA.
EACH
SE.
SUPERELEVATION OR SOUTHEAST
E,
EAST OR EAST PROJECT COORDINATE
T.
TANGENT OR TELEPHONE LINE
E.
ELECTRICAL LINE
T,C,P,
TEMPORARY CONSTRUCTION PERMIT
E.B.
EASTBOUND
T,P,
TELEPHONE POLE
ELEC,
ELECTRICAL
T.LE.
TEMPORARY LIMITED EASEMENT
EL w ELEV.
ELEVATION
TN.
TOWN
E,P'
ELECTRICAL POLE
TYR.
TYPICAL
EXIST.
EXISTING
UNCL
UNCLASStnED EXCAVATOR
F/W
FRONT OF SIDEWALK
U.S.as.
UNITED STATES GEOLOGICAL SURVEY
Ft
FOOT
USH
U.S, HIGHWAY
G,
GAS
VAR,
VARIABLE
G,V.
GAS VALVE
V.C.
VERTICAL CURVE (LENGTH)
HOR,
HORIZONTAL
VERT,
VERTICAL
HYD.
FIRE HYDRANT
V.P.C.
VERTICAL POINT OF CURVATURE
INL
INLET
V,Pj.
VERTICAL POINT OF INTERSECTION
T.D,
INSIDE: DIAMETER
VP'T,
VERTICAL PANT OF TANGENCY
NV.
INVERT (ELEVATION)
W,
WATERMAIN
I.P.
IRON PIPE OR PIN
W,
WEST
L.B.
POUND
W.B.
WESTBOUND
L
LENGTH (OF CURVE)
W, V.
WATER VALVE
L.F. OR UN. FT,
LINEAR FOOT
LT.
LEFT
MAX.
MAXIMUM
WH,
MANHOLE
ME.
MILE
M.L or mA
MATCH LINE
MEN.
MINIMUM
N.
NORTH OR NORTH PROJECT COORDINATE
N.SP.
NORTHERN STATES POWER
N.B,
NORTHBOUND
NO,
NUMBER
N. E.
NORTHEAST
NOR.
NORMAL
N.W.
NORTHWEST
PAVT.
PAVEMENT
P.E.
PRIVATE ENTRANCE
PB OR P.EL
PULL BOX
P'C.
POINT OF CURVATURE
P.L
POINT OF INTERSECTION
P.T.
POINT OF TANGENCY
OTY
QUANTITY
STANDARD DETAIL DRAWING'�!
�RAGE DESCRIPTION
SQ.O
8A 5-16a
INLET COVERS TYPE A. H, AS, & H-S
SZD
BA 5-16b
INLET COVERS TYPE 9, B-A, C, US, US-k & WM
S.D.D
88 6-3
MANHOLES. TYPE I
SQQ,
BC 1-5
INLETS, TYPE 1, 2, 3 & 4
S.QD,
BID 1-13
CONCRETE CURB, CONCRETE CURB & CUTTER AND PAVEMENT TIES
SD,D
SO 5-8
CURB RAMPS
SD.D,
BE 9-5
SILT FENCE
SZQ
BE 1-11
APRON ENOWALL FOR CULVERT PIPE
SDZ,
12A 3-7
NAME PLATE (STRUCTURES)
S.D.D.
14A 2-1
TREE PLANTING DETAIL
S.QQ
15C 2-3
BARRICADES AND SIGNS FOR ROAD CLOSURES
S.D.M
15C 5-1
TRAFFIC CONTROL, ADVANCE WARNING SIGNS, 40 M.P,H, OR LESS
TWO-WAY UNDIVIDED ROAD OPEN TO TRAFFIC
SZD
15C 8-go
PAVEMENT MARKING
S,D,D,
15C 8-9e
�MAINUNE)
PAVEMENT MARK ISLANDS, STOPUNES, &CROSSWALKS)
I COUNTY: ST. CROIX 1 STANDARD ABBREVIATIIONS MAwasim I
THE LOCATIONS OF EXISTING AND PROPOSED UTILITY
INSTALLAITONS AS SHOW4 ON THE PLANS ARE APPROXIMATE.
THERE MAY BE OTHER UTILITY INSTALLA71ONS WITHIN
THE PROJIlECT AREA THAT ARE NOT SHOWN,
CURVE DATA IS BASED ON THE ARC DEFINITION,
NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT PRIOR
APPROVAL OF THE ENGINEER.
ME EXACT LOCATION OF PRIVATE AND COMMERCIAL
ENTRANCES SMALL BE DETERMINED IN THE FIELD BY THE
ENGINEER. DRIVEWAYS SMALL BE RECONSTRUCTED NTH
SUCH MATERIAL AND TO SUCH DIMENSIONS AS TO MATCH
THE EXISTING AS DIRECTED BY THE ENGNEER.
SAWED =NIS WU BE REOUIRED WHERE NEW SURFACING
JOINS EXISTING PAVEMENT AT SIDE STREETS AND ENDS
OF PROJFCT
THE AREAS WITHIN THE RIGHT-OF-WAY, EXCLUFAVE OF THE
MOLD= -AR-r-la-B-E—FERRLIZED, SEEDED EROSION MATTED OR
SODDED AS DIRECTED BY ME ENGINEER.
INLET AND DISCHARGE ELEVATIONS FOR DRAINAGE STRUCTURES
ALL ASPHALTIC CONCRETE PAVEMENT SHALL BE TYPE E-0.3
i
12'
12,
EXISTING 3' ASPHALT
EXISTING 6' CR, AGG.
BASE COURSE
7
3' ASPHALT
UTILITIES
VILLAGE OF NORTH HUDSON
AMERITECH
MARK FKRLAD
RICK PODOLAK
PUBLIC WORK SUPERIASOR
304 SOUTH DENEY STREET
400 7M STREET NORTH
EAU CLAIRE. " 54701
NORTH HUDSON. VA 54016
(715) 839-5565
(715) 3W-1730
EXCEL ENERGY' - GAS
ATT BROAD BAND
JAMIE NOLTE
KEVN STROP
1201 UANGSTONE ROAD
1238 CREYFOX ROAD
HUDSON. W 54016
ARDEN HILL!% MN 55112
(715) 356-4519
(651) 493-5148
EXCEL ENERGY - ELECTRIC
USA RAINBOLT
1201 LIVINGSTONE ROAD
HUDSON. M 54016
(715) 386-4782
�14 MIDWEST NATURAL GAS
DENNIS CHRISTOPHERSEN jusnN JACOBS
WATER UTILITY DIRECTOR 611 SHAY STREET
505 THIRD OMRSET. Wl
SE 54025
HUDSON, WSTREET
54016 (715) 247-5279
(715) 386-3365
DNR
DEPARTMENT OF NATURAL RESOURCES
1300 W. CLAIREMONT AVE
EAU CLAIRE, Wl 54703
ROB STRAND; (715) 839-1"
DESIGN CONSULTANT
AGO,
KEVIN CIUM, P.E.
CEDAR CORPORATION
604 WILSON AVE,
MENOMONIE, N 54751
(715) 235-9081
FORLOCATE
DIGGERS HOT IJNE: I-BW-242-8511
7' 7-
VARIES VARIES
EXISTING 2' ASPHALT VXG7NG 6'�CR A�=
BASE COURSE
TYPICAL EXISTING SECTION
PINE STREET
u
I
-,7
EXISTING"
2- ASPHALT \- EXISTING S' CR. AGG.
BASE COURSE
TYPICAL EXISTING SECTION
OAKRIDGE DRIVE
STATE PROJECT NUMBER: 8999-00-48, 51 HWY- ICOUNTY. ST. CROIX TYPICAL SECTIONS SHEET NO: 2. I JE
IN
MR
R/W
SALVAGED TOPSOIL
SEED, FERTILIZER
I Vpl
SALVAGED TOPSOIL
—SEED, FERTILIZER 25
I op"A.
vp
a
16'
16,
DRIVING LANE DRMNG LANE
2�34�/, (& VARIES) /-POINT REFERENCED IN PROFILE & X-SEC'S
2, _!,34//, (& VARIES)
\-4- ASPHALTIC CONRETE PAVEMENT TYPE E-0.3
3" CR. AGGR. (2® UPPER LAYER, 2- LOWER LAYER)
BASE COURSE
TYPICAL FINISHED SECTION
ST. CROIX STREET
STA. 11+25 TO STA. 34+80
y
16'
DRIVING LANE
2.347. (& VARIES)
16'
DRIVING LANE
REFERENCED IN PROFILE & X-SEC'S
2.34'/, (
VARIES)
�-4' ASPHALTIC CONRETE PAVEMENT TYPE E-0.3
3" OR. AGGR. (2- UPPER LAYER, 2- LOWER LAYER)
BASE COURSE
TYPICAL FINISHED SECTION
HELEN STREET
STA, 104+13 TO STA. 126+40
C.L. OF C&G
R/W
EXISTING
1 .5' 5" WIDE SDWK GROUND
2% (T7
7 =5i4:1 (TYP-)
YR
YR
t4% 2,1 (MAX.)
4' CONCRETE SIDEWALK (6- THRU DRWYS)
30- CONCRETE CURB & CUTTER, TYPE D
5' SALVAGED BASE SURFACE
BASE COURSE
R/W
EXISTING
5* WIDE SDWK— GROUND
(Typl
V
4% TTV 2.1 (MAX.)
T
4' CONCRETE SIDEWALK (6" THRU DRWYS)
5" SALVAGED BASE SURFACE
BASE COURSE
alla
SALVAGED TOPSOIL, I
—SEED, FERTILIZER 2.5' 12' 12' 25
1. DRIVING
RIIANG LANE DRIVING LANE GROUND
POINT REFERENCED IN PROFILE & X-SEC'S EXISTING
3,13'/, 3-I3'A (& VARIES) I "A'A. I=
EXISTING
GROUND 4, 1
3' CR. AGGR. 3® ASPHALTIC CONRETE PAVEMENT TYPE E-0.3 30' CONCRETE CURB & GUTTER, TYPE D
BASE COURSE (1-1/2- UPPER LAYER, 1-1/2- LOWER LAYER) 5' SALVAGED BASE SURFACE
30' CONCRETE CURB & GUTTER, TYPED TYPICAL FINISHED SECTION BASE COURSE
PINE STREET AND LEMON STREET
STA. 50+32 TO STA, 53+55
STA, 55+25 TO STA. 55+96 REVISED 09-11-01
STATE PROJECT NUMBER: 8999-00-48, 511 HWY- lCOUNTY: ST. CROIX TYPICAL SECTIONS ISHEET NO: 2.3 E
SALVAGED TOPSOIL,
SEED. FERTILIZER
EXISTING
GROUND 4:1 TYP. / 2� I MAX
I TETI E� I
3' SALVAGED BASE SURFACE
BASE COURSE
R/W
SALVAGED TOPSOIL,
SEED, FERTILIZER
EXISTING 'j
GROUND 40 -n?.
VAC
ml
EOB ELEV = TC ELEV (TyF.)
'i
m
3" ASPHALTIC CONRETE PAVEMENT TYPE E-0.3 -j 3- CR. ACGR.
(1-1/2- UPPER LAYER, 1-1/2- LOWER LAYER) BASE COURSE
TYPICAL FINISHED SECTION
PINE STREET - STA. 40+70 - STA. 44+75
R/W
SALVAGED TOPSOIL,
SEED, FERTILIZER
4,1 T
EXISTING
44)(. GROUND
EOB ELEV = TC ELEV (TYP,) R/W
8' SALVAGED TOPSOIL,
7,5' SEED, FERTILIZER
EXISTING
POINT REFERENCED IN PROFILE & X-SEC'S 4�1 Typ / 2: I MAX. GROUND
2.95% Z'.i I I= 1 17
3' SALVAGED BASE SURFACE
BASE COURSE
7CR AGG�R 3"ASPHALTICCONRETE PAVEMENT TYPE E-0.3
BASE COURSE (1-1/2- UPPER LAYER, 1-1/2- LOWER LAYER)
TYPICAL FINISHED SECTION
PINE STREET - STA, 45+27 - STA. 48+32
R/W
SALVAGED TOPSOIL
SEED, FERTILIZER -2.5- 15, 15, 2,5'
V DRIVING LANE DRIVING LANE
REFERENCE POINT
2,537 2. �53 7 2.
- 41
grllmmlm�
sm
\-A- ASPHALTIC CONRETE PAVEMENT TYPE E-0.3 30" CONCRETE CURB & CUTTER, TYPE D
3' CR.. AGGR. (2- UPPER LAYER, 2- LOWER LAYER)
BASE COURSE 5" SALVAGED BASE SURFACE
BASE COURSE
MiAlml 113TURN varal I Oil
m
20
sm
I
`bUIL
ER ZS' R14
�
1, DRIVING LAN
E
2,71% (& VARIES)
mldppg�
SALVAGED TOPSOIL
—SEED, FERTILIZER
V
EXISTING
GROUND 4o YP'E
30' CONCRETE CURB & GUTTER, TYPE D-
I
DRIVING LANE
REFERENCED IN PROFILE & X-SECS
2.7m (& VARIES)
`-4" ASPHALTIC CONRETE PAVEMENT TYPE E-0.3
3* DR. AGGR, (2- UPPER LAYER, 2- LOWER LAYER)
BASE COURSE
TYPICAL FINISHED SECTION
HELEN STREET
STA. 100+31 TO STA. 102+97
17'
DRIVING LANE
2,34'/, (& VARIES)
17'
DRIVING LANE
REFERENCED IN PROFILE & X-SEC'S
2.34'1. (& VARIES)
° 4" ASPHALTIC CONRETE PAVEMENT TYPE E-0,3
3' CR. AGGR. (2- UPPER LAYER, 2- LOWER LAYER)
BASE COURSE
TYPICAL FINISHED SECTION
HELEN STREET
STA, T27+25 TO STA. 133+50
EXISTING
1,5' 5' WDE SDWKGROUND
II 276 ('yp
t4%Vp 27 (Typ') 4: 1 (TYR
2:1 (MAX,)
1 7.
_7
4" CONCRETE SIDEWALK (6' THRU DRWYS)
30" CONCRETE CURB & GUTTER, TYPE D
5" SALVAGED BASE SURFACE
BASE COURSE
R/W
EXISTING
5' WIDE SDWKGROUND 4:1 (Typ�)
27 (TYR
TYR
46 2:1 (MAK)
4' CONCRETE SIDEWALK RU DRWYS)
5' SALVAGED BASE SURFACE
BASE COURSE
REVISED 09-11-01
STATE PROJECT NUMBER: 8999-00-�k_w_l_ TYPICAL SECTIONS
11� :
k Y ♦ CV
9 FT, OSPTH AT W LINE OR AT BLUING
`Y'
AS APPROPRIATE. 1FL I
iPOSSOUE ♦f-.f E 4 DEEP
IpasTURRED AS POSSIBILF CO r� WIN IHVS DETAIL,
�. a f. i ' i LOT IN AREAS
OF Sa*TWG DEVELOPMENT EIMND SOtVICE fi
FEET BEYOND FRONT LOT LINE
• r r a r +a
s r
IlMINIMUM Z
..wr..�.�
I!A
NO STEPS WITHIN 16*OF THE
BOTTOM OF THE CHIMNEY
DEPTH ON 7
VARIABLE
f 1,.. lm
1 a
p rlwml
WATER TIGHT
ON WITH STAINLESS
rr . i a * ' ��a i 1 : t. yI•�a
a r
LOA
COVER TO BE LETTERED
RIM VAIN 'STORM SEWER'
IN 2 MAX 4 RINGS
.-27 � E _ DIAMET RRITTHICRw 30'Il
MIN.
4 12"
a
STEPS NEEDED WHEN D > 4'
2$
i 16' MAX
N
w
0
1 A ' POURED INVERT FOR STORM SEWERS.
a
.. ► 1 O 1#11ofa o]V d is
r
all
.-..., flu"CFEalu_ ;
V
OUTSIDESAND FtUL
FOR 0.5 SHAPS BEDDING
$�
CLASSPIPE DIAMETER ru
r
mOTM OR ,- PISULATCH
CONTRACTOR TO MCAVATE BELL WAIER MAIN O
BEDDINGHOLES FOR PIPE.
BE UNIFORM ALONG THE L04GTH STORM SEWER CROSSINQ aELO)Y ajQRM-U-WSa-CRD3LlNL A Vf
S-OPING OF TRENCH SIDES
SHALL a.y}R TO SAFETY .•ta
RECULATONS 1. ".JEATION SHALL BE CENTERED
Z RIGIDi» POLYST`YRENE BOARD INSULATICK ♦ OS OR
APPROVED EOUAL
ac I THERMAL RESISTANCE 5,0
SI .,
. -.
CCMPRESSrVE STRENGTH, MINIMUM 25 DN.
COMPACTED MAXMUW.
1 �
' SL ALL STORM » SEWER . OR BAPPROVED
I n
GRANULAR Yd LENGTH
BUT NOT
THAN &'
J
CL pL
33' (TYP.) 15`-0'
�_ ...
16' (Tm)
vA Ka
Aa a ate..
10 .) T-Style Steel Fence
: a i9`'*11 Remo °k
Post 4' above grade
.>m t4:,+ma toe wrwe s a '.co,
(Painted blue)
wtz ,
pt 2"IrZ wow r'wMr ..rc
Curb Stop and Box
°" ms
v save wx leroaAxr sue its res
Water Service
'K'
1" Type Copper
PWY eL"w`m c" ALL "'Diu"
(No joints, Corp to stop)'A -'L
ry
wse 'mt OF sLwRct' Ta
r.
R ouv, rx e,3CR AVLL M0.ow A
A
WW Way A,RJMLr,
pod
ao >K e'KarAem.c ,zeroes
® h z End
�* Aak was'sw Avp sat*ua" a
oft D4
u 2 uOrporat'wn Stop
a Water Main
x�wR.F M 0. �rxsm
njam
Merl AAEEO W
> Solvent Weld Concrete Black Support-
n tam wAa oanr a
Ae SfAaRSS flm.
gCt%A
p 66 MtMdxp p wZEiL SFCMN
AT Aa wTtm N owo wntq
TO
sleeted Solvent Weld
t We n wece a mtxun�
W V
a
Solvent Weld
Sewer Service, Soh. 40 - 4' PVC Cap & Plug
uva v Asa sµ� up r`4'
Sanitary Beertr
!(�F'-Y •�,^`Y`i•' "i
i r/�/ :.
_
�ane sewer onMarfce Rater)
sass mOPO UK
'wE R
X
1. Sever services. Schedule 40 (03034) 4' and 6` PVC
wrdw
g
2. Slope - 1/4" per fact minimum.
86
3. Pipe joints and fittings after vye branch shall be non gasketed, solvent veld type,
t sac nw wcsxa
5b
4. All pipe shall be bedded in granularbarrow 209.2.2 Grade 1 or course filter
aggregate (501.3.6.4.5 Size No. I crushed).
s YR
5. Curb box shelf extend from 78' to 90'..
$
6. Adjust Curb Stop & Box to 1' below finish grade.
7.. 1-1/2' and 2' taps shall be installed with double strop topping service
saddle, FORD style F202 (with AWWA CC threads) or approved equal,
8. Curb box installed is to be adjustable to 6' down from
All
up or finished grade.
BOX HYDRANT
[WOR10,01
r i �,.IN
MATCH EX, DRWY ELEV
R.W. LINE -r
4
EX. DRIVEWAY
5' W4DE SIDEWALK
1.5' GRASS BOULEVARD
VARIES W9TH R.W. WIDTH
w r.ys :A, t .;
1.
in as
Corporation Stop (AWWA CC Threads):
Mueller 300 Ban 825000, B25008 or approved equal.
Curb Stop:
Mueller 300 Ball 825154, 825155 or approved equal.
Curb Box (Minneapolis Pattern):
i' Service - Mueller H10300 (1-1/4' upper section) air approved equal,.
1-1/2" & 2' Srvices - Mueller H10302 ('.-t/2" upper section) or approved equal..
a
L $
'"—CASTING
(A,C,J,H,...)
STRUCTURE J NUMBER STRUCTURE
MH (MANHOLE) (g'.¢2.�3.g4...) TYPE
INL. (INLET)
wu
DROP LID RATER.
Tplx, Ne. s66a-F
2' resER No, W-2
Tyler
(Inxtaa,d w:w
Y4aknt)
Tar SECTION
TNer Na 26T
DFIENSON
TYW NO, 6a
BOTTOM SECT04
Tyly, Ho 249
RASE
Tor, Np 6
3'-V
No lheeadRl kw.t wo nons art
MmrM. Ty6R 2 to 4 inch rims
with oppronee mdsnt an,
oonsucbw
7' Mdn'rnnan oaatt nauked arer,
tap a sate, man,
*WGA LUG' thnat morono gxnd
to W owd m M jomx
AA tort. on wire, baba groom nxot be
StPwor.i foru;lhtmas and W 304 stainless
Mput top to 1/2' 6Naw grace in
extrasto. to as mt to 'rand,
IF aF odpuua t.
26, Mjwt too en, tlnr® to 1/2` halaw
groat :n ,morn.,. 9ov to oe W
to ward, 6' a �Aw4mwnt.
Tpkr Na. .sex s
Cafe v. W,, echo ,
3 box. 6 1/4' shaft, caries
F box. Wm or aete
24` /6 rounda opwartd cgem,.
Should the dhtarct Iron the
too nut of mot rdm to the
wafoce be great. Nan
Into, an AdWro, wc.
24' ads Wx ataItofix. and
-tw+son red. Am.kan no.
Con" trend' ,dart. #6 a
/7 or opwarwl ep or stwn
H. wpm W umd.
ResnoCorto' k st to Van.,
C5Ht STOq to AMilaawA
C6tb xtR.Meeis
iD. a. s2 De, i
Epoxy -corned ntLr,, sto, a.
stropped For con tr'ty
Slims To Von", sea f -3
INITIAL RACKFR;. TO 12' A,OW p.PE
SPRNG .14E OF PIPE
HAUNa NG ..
2ED61NG. MAX or 6"
VNnSR 71IW EARN
NOTrs:
%i caKTRAmm TO EXCAvar FELL
HOES FOR P:PF EMONG SHALL.
RE UNVORM ALONG THE LENGTH
OF .NE FILE..
Chi SLOPING '.F' -ENCH S@ES
SHALL. CORFORM TO SAFEii
REGULATIONS.
C ►i
I
I
- I 10, Y 1(
WPSIMEU��
I
* TREE LOCATION FOR UNDISTRIBUTED OUANTITY TO BE VERIFIED NTH ENGINEER
LANDSCAPE PLAN
09.
0
7
21+00 ST, CRMX ST. NORTH
i
SNGLE CENoa
TERAM
4-INCH OASHM (YaWW)
i
SCALE:
0 8 is 30 60
STATE PROJECT NUMBER: 8999-00-51 IHiW-
COUNTY. ST. CROIX
OtACWAL UNE
m
STOP Lm
15-INCH (IMTE)
Rl-1
ST. CRW St NORTH
24+00
%A
STOP
\/4
O
�Y
I
T-4
uH
STATE PROJECT NUMBER: 8999-00-51
m
NORTH HUDSG4 SCHCOL
ARM
I
mm
z
W✓
Q
0
66Qy
U
z
�s
Q
W
m
6
6
STREET
WERSTER
NORTH
3
WEBSTER
PARK
I
EAGLE WOODS
PARK
M'
I
1
P NIp qy
— DRAWINGS SHOW TRAFFIC CON FOR A TYPICAL SITUATION. ADDITIONAL
DEVICES
TRAFFIC CONTROL MAY BE REQUIRED AND\OR LAYOUT DETAILS
MODIFIED DEPENDING ON CONTRgCTORS METHODS OR SEQUENCE OF OPERATION.
— ALL SIGN LOCATIONS ARE APPROXIMATE. THE ACTUAL
LOCATIONS WILL BE DETERMINED;IN THE FIELD BY THE ENGINEER.
— ALL TRAFFIC CONTROL SIGN FACES SHALL HAVE DIAMOND GRADE SHEETING.
— SIGNS ARE 48' X 48' UNLESS OTHERWISE NOTED.
— "WO' AND 'MO' SERIES SIGNS AFE "W AND 'M" SERIES EXCEPT THE
BACKGROUND IS ORANGE,
— EXISTING TRAFFIC SIGNS MAY REE�o 1IRE RELOCATION DURING STAGES OF
CONSTRUCTION AND SHALL BE t$JCATED AS REQUIRED BY THE ENGINEER
IN THE FIELD. pp
— STATIONING OR LENGTH SHOWN FOR PAVEMENT MARKING (OR REMOVAL)
IS APPROXIMATE, ACTUAL LEN0HS ARE TO BE DETERMINED IN THE
FIELD AND APPROVED BY THE ENGINEER.
— TRAFFIC CONTROL PLANS ARE NOT DRAWN TO SCALE.
N
pep t
I �
Q
O
CL
O
I LEGEND
POST MOUNTED SIGNS,
II I
TYPE III BARRICADE WITH TYPE A FLASHERS.
I (TWO EACH BARRICADE). WARNING SIGN
OR SIGNS TO BE MOUNTED ON BARRICADE
WHERE INDICATED ON PLAN.
�6
CHANNELIZATION DRUM WITH
TYPE 'A' FLASHING LIGHT
%y
0
0
I
M11-1 111
mm�mm Nrml
QSTPAID
EEI-E:
pu
WEISTER STRPFT NM�
mmmmmmm[Z�wlt
- DRAWINGS SHOW TRAFFIC CONTROL FOR A TYPICAL SMATIM ADDITIONAL
TRAFFIC CONTROL DEVICES MAY 8 REQUIRED AND\OR LAYOUT DETAILS
MODIFIED DEPENDING ON BC
METHDDS OR SEQUENCE OF OPERATION.
I
- ALL SIGN LOCATIONS ARE APPROXTATE. THE ACTUAL
LOCATIONS WELL BE DETER THE FIELD By THE ENGINEER,
- ALL TRAFFIC CONTROL SIGN FACE SMALL HAVE DIAMOND GRADE SHEETING. - SIGNS ARE 49" X 48' 1 IRWISE NOTED.
- *WO' AND 'MO' SERIES SIGNS AR 'WAND 'M' SERIES EXCEPT THE
BACKGROUND IS ORANGFII
-
- EXISTING TRAFFIC SIGNS MAY RED IRE RELOCATION DURING STAGES OF
CONSTRUCTION AND SHAI RED
AS REQUIRED By THE ENGINEER
IN THE FIELD.
- STATIONING OR LENGTH SHOWN Fo PAVEMENT MARKING (OR REMOVAL)
IS APPROXIMATE. ACTUAL LENGTH;S ARE TO BE DETERMINED IN THE
FIELD AND APPROVED BY THE EN9NEER.
- TRAFFIC CONTROL PLANS ARE NODRAWN TO SCALE,
In
It
Iw
to
0-
m
0
u
I I I L--
LEGEND
:
/1'
DRIVE 0
NOR
ROAD
WORK POST MOUNTED SIGNS,
ALLEY
MEAD
10th STREET
TYPE III BARRICADE WITH TYPE A FLASHERS,
(TWO EACH BARRICADE). WARNING SIGN
OR SIGNS TO BE MOUNTED ON BARRICADE
ROAD
WHERE INDICATED ON PLAN.
wow
AHEAD
CHANNELIZATION DRUM WITH
"A'
MALLALIEU
TYPE FLASHING LIGHT
8-999-00-48
HWY-
ICOUNTY.
ST. CROD(-----T—TRAFnF1'iC
CONTROL - STAGE 2
SHEET NO:
13
Q L. 6
• l Y1 1i
i# • ,P....
4
P
TRAFFIC CONTROL PLANS ARt
I F(.FNn
w # ,
t
#•z a #i. C� # # #.
E +E C IUAL
D IN 4�CES SHALL HAVE DIAMOND GRADE SHEETING.
WISE NOTED,
ARE *W" AND 'M' SERIES EXCEPT THE
' # #
# # ` #:
# i
I
DATE 30JAN02
LINE
NUMBER ITEM ITEM DESCRIPTION
0010 20102 CLEARING
0020 20103 CLEARING
0030 20105 GRUBBING
0040 20106 GRUBBING
0050 20401 REMOVING PAVEMENT
E S T I M A T E
O F Q U A
N T I T I E S
8999-00-48
8999-00-51
UNIT
TOTAL
QUANTITY
QUANTITY
I.D.
436.00
310.00
126.00
ACRE
0.15
0.15
Y.Q.
436.00
310.00
126.00
ACRE
0.15
0.15
S.Y.
791.00
358.00
433.00
0060
20405
REMOVING CURB AND GUTTER
L.F.
4,152.00
1,414.00
2,735.00
OD70
20406
REMOVING CONCRETE SIDEWALK
S.Y.
125.00
10.00
115.00
0080
20414
REMOVING MANHOLES
EACH
2O.00
11.00
9.00
0090
20416
REMOVING INLETS
EACH
6.00
1.00
5.00
0100
20501
COMMON EXCAVATION
C.Y.
8,325.00
4,750.00
3,575.00
0110
21302
FINISHING ROADWAY, PROJECT 8999-00-48
LS
1.OD
1.00
0120
21303
FINISHING ROADWAY, PROJECT 8999-00-51
LS
1.00
1.00
0130
30404
CRUSHED AGGREGATE BASE COURSE
TON
12,118.00
7,06D.00
51056.00
0140
30408
SALVAGED CRUSHED AGGREGATE BASE COURSE
TON
4,365.00
2,495.00
1,870.00
0150
30424
SALVAGED ASPHALTIC PAVEMENT, BASE
TON
2,400.00
1,371.00
1,029.00
COURSE
0160
40204
ASPHALTIC MATERIAL FOR TACK COAT
GAL.
629.40
373.50
255.9D
D170
40301
QMP, ASPHALTIC MIXTURE
TON
5,857.00
3,493.00
2,364.00
OI80
40501
ASPHALTIC MATERIAL FOR PLANT MIXES
TON
386..30
230.40
155.90
0190
40721
ASPHALTIC CONCRETE PAVEMENT, TYPE E-0.3
TON
5,857.00
3,493.00
2,364.00
0200
40728
DENSITY INCENTIVE, ASPHALTIC CONCRETE
DOL
3,760.00
2,24D.00
1,520.00
PAVEMENT
0210
41011
SALVAGED ASPHALTIC PAVEMENT
S.Y.
21,250.00
13,006.00
8,242.00
022D
41506
CONCRETE PAVEMENT, 6-INCH
S.Y.
1,345.00
790.00
555.00
0230
52262
REINFORCED CONCRETE APRON ENDWALLS FOR
EACH
I.00
1.00
CULVERT PIPE, 18-INCH
0240
60133
CONCRETE CURB AND GUTTER, 30-I CH, TYPE
L.F.
11,994.00
7,286.00
4,708.00
D
0250
60204
CONCRETE SIDEWALK, 4-INCH
S.F.
21,913.00
13,819.00
8,094.00
- 0260
60215
CONCRETE STEPS
S.F.
20.00 20.00
0270
60601
RIPRAP
C.Y.
10.00 10.00
' 0280
60828
REINFORCED CONCRETE PIPE,
CLASS III,
L.F.
557.00 557.00
STORM SEWER, 21-INCH
0290
60829
REINFORCED CONCRETE PIPE,
CLASS I1I,
L.F.
38.00 38.00
STORM SEWER, 24-INCH
0300
60850
REINFORCED CONCRETE PIPE,
CLASS IV,
L.F.
1,058.00 715.00 343.00
STORM SEWER, 12-INCH
0310 60851 REINFORCED CONCRETE PIPE, CLASS IV, L.F. 1,062.00 580.00 482.00
STORM SEWER, 15-INCH
DATE 30JAN02
ES T INA I
DF QUANTITIES
SHEET: 3.2
LINE
8999-00-48
8999-00-51
NUMBER
ITEM
ITEM DESCRIPTION
UNIT
TOTAL
QUANTITY
QUANTITY
0320
60852
REINFORCED CONCRETE PIPE, CLASS IV,
L.F.
2,923.00
1,544.00
1,379.00
STORM SEWER,, IS-IMCH
0330
61110
MANHOLES, TYPE 1
EACH
26.00
17.00
9.00
0340
61122
INLETS, TYPE 3
EACH
29.00
14.00
15.00
0350
61156
INLET COVERS, TYPE H-S
EACH
24.00
7.00
17.00
0360
61163
INLET COVERS, TYPE C
EACH
1.00
1.00
0370
61167
INLET COVERS, TYPE H
EACH
35. OD
15.CD
20.00
0380
61910
MOBILIZATION
LS
1.00
C.50
0.50
0390
62502
TOPSOIL
C.Y.
800.00
400.00
400.00
0400
62505
SALVAGED TOPSOIL
S.Y.
9,240.00
51600.00
3,640.00
0410
62515
SILT FENCE, DELIVERED
L.F.
200.00
100.00
100.00
0420
62816
SILT FENCE, INSTALLED
L.F.
200.00
100.00
100.00
0430
62817
SILT FENCE MAINTENANCE
L.F.
200.00
100.00
100.00
0440
62832
EROSION MAT, DELIVERED, CLASS 11, TYPE
S.Y.
1,500.00
750.00
750.00
B
0450
62833
EROSION MAT, INSTALLED, CLASS IT, TYPE
S.Y.
1,500.00
750.00
750.00
B
0460
62902
FERTILIZER, TYPE A
CWT.
5.0D
3.00
2.00
0470
6311D
LAWN SOD
S.Y.
6,995.00
3,830.00
3,165.00
0480
63201
TREES, LINDEN, LITTLELEAF, 1 1/2^ CAL.,
EACH
3.00
3.00
BIB
0490
63202
TREES, MAPLE, AUTUK BLAZE, 1 1/27 CAL.,
EACH
3.00
3.00
BIB
0500
63203
TREES, OAK, SWAMP WHITE, 1 1/2^ CAL.,
EACH
3.00
3.00
BIB
051D
63204
TREES, PINE, AUSTRIAN, 36^ MT., BIB
EACH
3.00
3.00
0520
63205
TREES, SPRUCE, COLORADO BLUE, 48^ HT.,
EACH
3.00
3.00
BIB
0530
63206
TREES, MAPLE, AUTUM BLAZE, 3^ CAL., BIB
EACH
2.00
2.00
0540
63702
SIGNS, TYPE II, REFLECTIVE
S.F.
21.80
21.80
0550
63822
MOVING SIGNS, TYPE IT
EACH
2O.00
10.00
10.00
0560
64202
FIELD OFFICE, TYPE B
LS
1.00
1.OD
0570
64302
TRAFFIC CONTROL, PROJECT 8999-00-48
LS
1.00
1.0p
0580
64303
TRAFFIC CONTROL, PROJECT 8999-00-51
L5
1.00
1.00
0590
64313
TRAFFIC CONTROL, DRUMS
DAYS
700.00
700.00
0600
64318
TRAFFIC CONTROL, BARRICADES, TYPE III
DAYS
2,750.00
1,1DD.00
1,650.00
0610
64321
TRAFFIC CONTROL, WARNING LIGHTS, TYPE A
DAYS
2,750.00
1,100.00
1,650.00
0620 64326 TRAFFIC CONTROL, SIGNS DAYS 1,160.00 500.00 660.00
DATE 30JAM02
ESTIMATE
OF QUANTITIES
SHEET: 3.3
LINE
NUMBER
ITEM
ITEM DESCRIPTION
UNIT
TOTAL
8999-00-48
QUANTITY
8999-00-51
QUANTITY
0630
64602
PAVEMENT MARKING, 4-INCH, EPDXY
L.F.
303.00
303.00
0640
64710
PAVEMENT MARKING, STOP LINE, 18-INCH,
L.F.
41.00
EPDXY
41.00
0650
64718
PAVEMENT MARXING, CROSSWALK, 6-INCH,
L.F.
830.00
615.00
215.00
EPDXY
0660
64766
PAVEMENT HARKING, DIAGONAL, 8-INCH,
L.F.
279.00
EPDXY
279.00
0670
66501
SAWING EXISTING PAVEMENT
L.F.
1,417.00
948.00
469.00
0680
66502
SAWING CONCRETE PAVEMENT, FULL DEPTH
L.F.
809.00 397.00 412.00
0690
90004
MISC 90004A, ABANDON WATERMAIN, PROJECT
LS
I.OD 1.00
8999-00-48
0700
90004
MISC 90004B, REMOVE i RELOCATE EXISTING
LS
1.00
FENCE
1.00
0710
90004
MISC 90004C, REMOVE AND RESTORE
LS
1.00
EXISTING SAND BOX AREA
1.00
0720
90004
MISC 90004D, ABANDON WATERMAIM, PROJECT
LS
1.00
8999-00-51
1.0D
0730
90005
MISC 90005A, MOVING MAILBOXES
EACH
52.00
37.00
15.00
D740
90005
MISC 9DOOSS, ASANPON VALVES
EACH
8.00
4.00
4.00
0750
90005
MISC 90005C, CONNECT TO EXISTING
WATERMAIN
EACH
6.00
4.00
2,00
0760
90005
MISC 900050, GATE VALVES AND BOXES,
8-INCH
EACH
25.00
17.OD
8.00
077D
90005
MISC 90005E, GATE VALVES AND BOXES,
6-INCH
EACH
19.00
13.00
6,00
0780
90005
NISC 90005F, HYDRANTS
EACH
18.00
12.00
6.00
0790
90005
MISC 900050, COPORATION STOPS, I -INCH
EACH
105.00
52.00
53.00
0800
90005
MISC 90005H, CURB STOP I BOX , 1-INCH
EACH
105.00
52.00
53.00
0810
90005
MISC 90005J, ADJUST GATE VALVE
EACH
1.00
1.00
0820
90005
MISC 90005K, REMOVE AMD REINSTALL
SPRINKLER HEADS
EACH
3.00
3.00
083D
90005
MISC 90005L, REMOVE AND RESTORE
EACH
5.00
5.00
LANDSCAPE AREA
0840
90005
MISC 90005M, SEWER WYE, 4-INCH
EACH
106.00
53.00 53.00
0850
90005
MISC 90005N, MANHOLE COVERS, SPECIAL
EACH
25.00
16.00
TYPE J, SANITARY
_. 9.00
0860
90005
MISC 90005P, MANHOLE COVERS, SPECIAL
EACH
9.00
9.00
TYPE J, STORM SEWER
0870
90005
NISC 90005P, MANHOLE, SPECIAL TYPE J,
EACH
5.00
STORM SEWER
5.00
0880 90005 MISC 900059, MANHOLE, SPECIAL TYPE 2 EACH 5.00 1.00 4.00
0890 90005 MISC 90005R, TRASFGUARD FOR IS- APRON EACH 1.00 1.00
ENDWALL
DATE 30JAN02
ES
T I TE
OF QUANTITIES
SHEET: 3.4
LINE
$999-00-46
8999-00-51
NUMBER
ITEM
ITEM DESCRIPTION
UNIT
TOTAL
QUANTITY
QUANTITY
0900
90005
MISC 900055, REMOVE EXISTING HYDRANTS
EACH
8.00
7.00
1.00
0910
90005
MISC 90005T, REMOVE LANDSCAPE AREA
EACH
1.00
1.00
0920
90030
MISC 90030A, WATERMAIM, 8-INCH, DIP
L.F.
6,515.00
3,449.00
3,066.00
0930
90030
MISC 90030B, WATERMAIM, 6-INCH, DIP
L.F.
675.00
602.00
73.00
0940
90030
MISC 90030C, WATER SERVICE, I -INCH
L.F.
2,646.00
1,395.00
1,251.00
0950
90030
MISC 90030D, SANITARY SEWER, 8-IMCH,
L.F.
5,769.00
3,336.00
2,453.00
PVC
0960
90030
MISC 90030E, SANITARY SEWER, 4-INCH,
L.F.
2,937.00
1,S16.00
1,321.00
PVC
0970
90030
MISC 90030F, SANITARY SEWER TELEVISING
L.F.
5,769.00
3,336.00
2,453.00
0980
90030
MISC 90030G, REMOVE STORM SEWER
L.F.
301.00
182.00
119.00
0990
90030
MISC 90030H, DIRECTIONAL DRILLING
L.F.
436.00
436.00
1000
90030
MISC 90030J, REMOVE EXISTING SANITARY
L.F.
941.00
941.00
SEWER
1010
90031
MISC 90031A, REMOVE EXISTING RETAINING
S.F.
406.00
406.00
WALL
1020
90031
MISC 900318, MECHANICALLY STABILIZED
S.F.
1,781.00
1,781.00
EARTH MODULAR BLOCK WALL
1030
90031
MISC 90031B, MECHANICALLY STABILIZED
S.F.
1,330.00
1,330.00
EARTH MODULAR BLOCK WALLS
1040
90034
MISC 90034A, TEMPORARY BASE COURSE
C.Y.
200.00
100.00
I00.00
1050
90036
MISC 90036A, FITTINGS, WATERMAIN
LB.
3,181.00
2,137.00
1,044.00 -
1060
90048
MISC 90048A, MANHOLES, SPECIAL TYPE 1,
V.F.
294.40
191.80
102.60
SANITARY
1070
90048
MISC 90048B, SANITARY SEWER, OUTSIDE
Y.F.
3.78
3.78
DROP SEC
1080
90907
POLYSTYRENE INSULATION BOARD, 4-IMCH
S.F.
1,856.00
960.00
896.00
LOCATION
B.D.
36+2LB, 17X LT
10
36+57.% 16.9' LT'
10
37+01.2, ISEr LT
10
37+66.t, lay LT
12
37+8&& 18.6' LT
10
LDO+3L 20.7' RT
10
I DO+ 50, 20.9' FIT
4
I00+62, 16,2' AT
30
IDO+M 16.6' RT
30
100+69, 18.6' RT
30
105+31, 22,4' LT
4
105+44, 21.2* RT
4
106+26, 24.7' LT
4
ID6+31, 25.G' RT
4
106+37. 2LS' LT
4
106+53, 20.6' LT
6
107+51, ME' RT
6
107+84, 27.7' LT
24
108+87, 20.8' RT
16
109+31, 210' FLY
10
11D+76, 24.1* LT
16
114+86, 24,5' LT
6
115+16, 22.5' RT
6
115+89, 23.9' RT
10
116+84, 2t6' LT
4
117+12, 290 LT
10
120+57, 26.0' FIT
2
124+51 20.6' LT
14
131+75, 29.0' RT
4
L(!�t
LOCATION AC.
101+DD - ID4,465 (TI3
106+50 - 107+00 0.02
-Gmfflmw�
LOCATION
*
LD,
36+21,1EL 174' LT
10
36+57,1, 16.9' LT
10
37+01.2, 18.8' LT
10
37+66.1, I&X LT
12
37+85A 18.6' LT
10
100+31, 20.7' RT
10
100+50, 20.9' RT
4
100+62, 16.2' RT
30
ID0+66, 16.6' RT
3D
100+69, I&S' RT
30
105+31, 22.4' LT
4
105+44, 21.2" RT
4
106+26, 24.7' LT
4
106+31, 25.0` FIT
4
106+37, 21.5' LT
4
106+53, 20,6' LT
6
107+51, 15,6' RT
6
107+84, 27,7' LT
24
108+87, 20,8' RT
16
109+31, 23.0' RT
10
110+76, 24.1' LT
16
114+86, 24.5' LT
6
115+16, 22.5' RT
6
115+89, 219' RT
IG
116+84, 21,6' LT
4
117+12, 29.0* LT
10
120+57, 26.0' RT
2
124+53, 20.6' LT
14
131+75, MW RT
4
LOCATION AC
101+00 - lG4+GS 0.13
106+50 - 107+DO 0.02
REMMMMG PAMEENT
LOCATION
*
S.Y,
35+00 - END PRO1
25
PINE STREET
73
108+05 - 133+10
260
TOTAL
LOCATION L.F.
126+50 - 134+DO, LT/RT 1414
TOTAL 1414
is
LOCATION &Y
106+00, LT 3
112+05, LT 1
113+60, LT 1
123+50, LT 5
�M
-ffmmmg-uAwHa
FG *
LOCATION
EACH
35+14.1, 14,7' LT
1
I05+8L5, OV RT
1
110+30, 0.0' RT
1
114+213, OV RT
1
116+50, 0.0' RT
I
119+50, 3.3, RT
1
123+26. 0.0' RT
1
126+75, 6.8' RT
1
28+36, 3-3' RT
1
30+91, 1.5* LT
I
132+25, 0.0' RT I
-RENOVtN�, 7NLFT5 *
LOCATION EACH
35+07.9. 18' RT I
TOTAL I
-MMMMLOM&YAnam-*
STA - STA LOCATION C.Y.
I00+D0 - 134+00 HELEN ST 4400
40+00 - END OF PROD PINE ST 350
TOTAL 4750
ff&AQMUMM-R�
*
STA - STA
LOCATION
TONS
35+00 - END
OAKRtDCE DRIVE
726
35+60 - END
DRIVEWAYS
4
40+35 - 44+75
PINE ST.
13'A
45+25 - 48+50
PINE ST.
03
45+25 - 48+50
DRIVEWAYS
Is
OC+00 - 134+00
HELEN ST
4070
00+00 - 134+00
DRIVEWAYS
375
LOCATION
TONS
HELEN ST
2250
PINE ST
245
--MAGM ASPHALTIC PAVE)AENT.2AM =FRSE
STA STA LOCA TION TON
100+00 134+00 HELEN 123
40+00 - END OF PRDL PINE ST I A
ASPHALTIC
MAMffi&_Z&j&QLoAT_
*
-STA - STA
LOCATION
GALS
35+GD - OAKRIDGE DR.
MAINLINE
16
35+00 - OAKRIDGE DR.
DRIVEWAYS
0.3
40+35 - 44+75
PINE ST.
17
45+25 - 48+50
PINE ST.
IZ5
45+25 - 48+50
DRIVEWAYS
1.0
100+00 - 134+00
HELEN ST
322
100+00 - 134+00
HELEN ST DWYS
47
fil� I M
&IMM401, in
rxrA! tt MAwn�MeNT®PRp{g{nM.
As+NAe n . an
ettly �
Am++Ainc
ya�TF Ps
NT E-TYPE'
E-a =
STA - STA
LOCATION
TONS
7-1/2•
2'
1-1/2'
2'
35+00 -. OAKRIDGE DR.
MAINLINE
152
LOWER LAYER LOWER
LAYER
UPPER LAYER
UPPER LAYER
35+00 - OAKRIDGE DR,
DRIVEWAYS
2
STA - STA
LOCATION
PO1S
TONS
TONS
TONS
40+35 - 44+75
PINE ST.
130
45+25 - 48+50
PINE ST.
92
35+00 - OAKRIDGE DR.
MAINLINE
-
76
-
76
45+25 - 48+50
DRIVEWAYS
4
35+00 - OAKRIDGE DR..
DRIVEWAYS
-
-
_
2
40+35 - 44+75
PINE ST..
65
-
65
-
TW+00 - 134+00
HELEN ST
3090
45+25 - 48+50
PINE ST.
46
-
46
-
iDD+00 - 134+00
DRIVEWAYS
23
45+25 - 48+50
DRIVEWAYS
-
-
-
4
100+00 - 134+00
HELEN ST
-
1545
-
1545
TOTAL
3443
700+00 - 134+00
DRIVEWAYS
23
ACPHALTIO MATERIAL
FO8 PLANT MIXES
?IC
TOTAL
111
8629
118
165Q
STA - STA
LOCATION
TONS
PROXCT TOTAL 3493
35+00 - OAKRIDGE DR.
MAINLINE
10.0
35+00 - OAKRIDGE DR.
DRIVEWAYS
0.1
40+35 - 44+75
PINE ST.
8.5
DEN4Ty tNCETNTrvE
%[G
45+25 - 48+50
PINE ST.
6.1
/tRPNA1TtG
CONCRETE
PAVEMENT
45+25 - 48+50
DRIVEWAYS
0.2
100400 - 134+00
HELEN ST
204
100+00 - 134+00
DRIVEWAYS
1.5
D OARS
PRO.£CT TOTAL
3493
2240
TOTAL
230.4
car VAC�a +�+
1 n _PAVEMENT
�:
STA - STA
LOCATION
SY
35+00 - OAKRIDGE DR.
MAINLINE
830
40+86 - 44+83
PINE ST,
635
45+13 - 48+44
PINE ST.
544
100+00 - 134+00
HELEN ST,
10,999
TOTAL 13,408
CbN
TF PAVEMENT
6-fNQN
`..�.
LOCA71ON
S.Y.
LOCATION
S.Y.
LOCATION
S.Y..
35+17, LT
8
100+90,. RT
17
117+45. RT
22
35+44. LT
24
101+25. LT
12
118+65, RT
19
35+85, LT
15
103+90, LT
9
120+00, RT
15
37+34, RT
13
104+87, RT
11
120+45. LT
11
37+37, LT
15
105+12, LT
7
121+00, LT
16
40+98, LT
t6
106+15, RT
15
721+40, RT
15
107+35, LT
7
122+50. RT
26
42+04, RT
13
107+40. RT
14
122+70, LT
15
43+61, RT
29
107+64, LT
5
123+15, LT
5
45+81, LT
24
108+05, RT
12
124+20, RT
16
46+0LT
47+90. L7
5
5
108+55, LT
6
124+35, LT
9
108+60, RT
10
124+90. LT
7
109+45, LT
6
125+55, RT
18
109+65, RT
12
126+05, FIT
15
109+B5, LT
6
126+50, RT
16
110+70. LT
6
127+55. RT
25
110+85, RT
13
128+67, LT
t0
311+40, LT
5
129+55. LT
9
111+80, RT
13
130+45, LT
It
113+00, LT
15
130+85, RT
26
t13+45, RT
14
131+40, LT
IQ
113+60. RT
13
132+20, LT
10
115+40, RT
16
132+85, LT
9
116+33, LT
10
133+10, RT
30
116+55, RT
12
PRAIRIE & WEBSTER
6
7IC ADDITIONAL OUANTIRES
LISTED ELSEWHERE IN
PLAN
ALL ITEMS ON THIS SHEET
TOTAL
790
ARE GROUP 010
STATE PROJECT NUMBER:
8999-00-48
IHWY.
HELEN STREET
COUNTY: ST.
CROIX
MISCELLANEOUS QUANTITIES
ISHEET NO: 3 B
E
FOR CLn VERT j,�IgCH
STATION LOCATION EACH
I31+80 HELEN 9
TOTAL P
CONCRETE QRB k
CLtTTER. 3D—MfTt.
TYPE D
STA — STA
LOCATION
LF
35+00 — OAKRtOCE DR.
MAINLINE
352
45+13 — 48+44
PINE ST., LT
303
100+00 — 134+00
HELEN ST
6631
TOTAL
7286
4" S10EWm *
STREET LOCATION SF
HELEN STREET RIVERSIDE TO ST. CROIX 5864
HELEN STREET ST. CROIX TO MICHAELSON 7955
TOTAL 11819
MANHOLE
60A
63
64
65
66
67
68
69
70
71
72
74
75
76
77
79
80
81
STORM SEWER *
MANHOLES. TYPE 1;
TYPE 2, SPECAI:
INLET COVERS,
TYPE H- TYPE H-S TYPE
C: MAM40LE COVERS. TYPE L SPECIAL
MANHOLE
INLET
NUT
INLET
MANHOLE COVER
MANHOLE
TYPE 2.
COVER
COVER
COVER
TYPE J
TYPE 1
SPECIAL
TYPE H
TYPE H—S
TYPE C
SPECIAL
LOCATOR
EACH
EACH
EACH
EACH
EACH
EACH
65+D0° 0.0,
1
1
35+06,3, 23.7' LT
t
t
44+85, 7.5 LT
1
T
110+78, 10.0' LT
1
1
108+25. IMO' LT
1
i
105+72. IOD' LT
1
t
104+33, 13.5' LT
1
9
103+79, 13.5' LT
I
9
9 i
1
r r
1 1
1 1
9 i
i
r
y 9
a
t
1
Tdrra
LOCATION C.Y,
PROJECT TOTAL 400
;TA - STA LOCATION SY
35+00 - END PROD.
MAINLINE
220
40+86 - 44+83
PINE ST,
920
45+13 - 48+44
PINE ST.
490
100+20 - 107+00
HELEN ST
630
107+00 - 114+50
HELEN ST
820
114+50 - 119+50
HELEN ST
760
119+50 - 127+00
-HELEN ST
870
127+00 - 134+00
HELEN ST
890
IN4YIE1� ,,K
�T FgNC�,cawQY CM. pE—j
ncg D INcT vtF6
SANDY SOIL
SANDY SOIL
DELIVERED
INSTALLED
MAINTENANCE
LOCATION LF.
LF.
L.F.
PROJECT TOTAL 100
100
900
RIPRAP
-®--
EROSI
MAT. QACS n. TYPE
e *
STA LOCATION CY
TOTALS
17
1 7
t
1
9
QELHVERED INSTALLED
LOCATION
S.Y.
S.Y.
131+80 HELEN ST 10
PROJECT TOTAL
750
750
TOTAL. 10
EERTILB7FR
TYPE A . �C
JM
E7C TYPE 3
INL T COVERS.
TYPE H-c.
TYTT�FlF� p{
57A -STA
LOCATION
CWT
35+00 - OAKRIDOE DR.
LT do RT
.1S
INLET
COVER
COVER
40+86 - 44+83
PINE STR.
Iso
RFlNFORCE6 CONCRETE
PIP€ ^
TYPE 3
TYPE H-S
TYPE H
45+13 - 48+44
PINE STR.
.2$
INLET
LOCATION
EACH
EACH
EACH
100+20 - 107+00
HELEN ST
-25
12-INCH
15-INCH
18-INCH
21-INCH
-
107+00 - 114+50
HELEN ST
•SD
CLASS IV
CLASS IV
CLASS IV
CLASS III
64A
47+36. &0' LT
1
1
STA -STA LOCATION LF
LF
LF
LF
774+50 - 114+5O
HELEN ST
.2$
658
110+9% 18.0' RT
1
1
119+50 - 127+00
HELEN ST
•50
45+13 - 48+44 PINE ST. 251
-
-
-
67A
705+75, 18.0' LT'
4
9
127+00 - 134+00
HELEN ST
°50
100+20 - 107+00 HELEN ST 114
-
-
557
67B
105+60, 18.0' RT
4
}
107+00 - 114+50 HELEN ST 40
-
SOL
70A
102+96, 16.0' RT
P
i
TOTAL
C.o®
114+50 - 119+50 HELEN ST36
14G
'i9 N
-
71A
102+21, I&Cr RT
1
1
119+50 - 127+00 HELEN ST 73
t03
297
-
74A
116+09, 18.0' RT
1
1
127+00 - 134+00 HELEN ST 201
201
250
-
76A
119+77. 18.0' RT
i
1
—
77A
122+00. 18.0' RT
1
i
TOTAL 715
580
1511.1
557
79A
127+97,- 19.0' LT
1
q
79B
127+97° 19.0' RT
I
P
79C
126+39. 18.0' LT
1
i
BOA
131+80, 100' LT
1
9
TOTAL
14
6
8
ADDITIONAL OUANnnES LISTED ELSEWHERE IN PLAN
ALL
ITEMS ON THIS SHEET
ARE GROUP 010
STATE PROJECT NUMBER: 8999-00-48
HWY.
HELEN STREET
COUNTY:
ST. CROIX
MISCELLANEOUS
QUANTITIES
SHEET
NO: 3 C.
E
S=O1NC *
.yy.
STA - SPA
LOCATION
ST
35+00 - OAKRIDGE DR.
LT & RT
190
SIGN
40+86 - 44+83
PINE STR.
SOO
STAGE
LOCATION
(DAYS)
45+13 - 48+44
PINE STR.
430
100+20 - 107+00
HELEN ST
380
STAB 2
STAGE 2
200
107+00 - 114+5D
HELEN ST
S00
STAGE 3
STAGE 3
300
114+50 - 119+50
HELEN ST
460
119+50 - 127+00
HELEN ST
530
TOTAL
',rna
127+00 - 134+00
HELEN ST
540
TOTAL
3830
PAVEUEN'LI��MNGS
s` wanTP FP0%Y
�;
LOCATION
INTERSECTION
LF
512E
ROOT
HELEN ST
HELEN - ST. CROIX
165
WHEN
ZONE
HELEN ST
HELEN - RIVERSIDE
65
COMMON NAME
PLANTED
MODE
EACH
HELEN ST
HELEN - PINE
40
HELEN ST
HELEN - MONROE
100
HELEN ST
HELEN - BALD EAGLE
80
LINDEN, LITTLELEAF
1-1/2'
B&B
3
HELEN ST
HELEN - ST. CROIX
80
MAPLE, AUTUMN BLAZE
9-1/2'
B&B
3
HELEN ST
HELEN - MICHAELSON
85
MAPLE, AUTUMN BLAZE
3'
B&B
2
OAK, SWAMP WHITE
1-1/2`
B&B
3
TOTAL
615
PINE, AUSTRIAN
S HT.
B&B
3
SPRUCE, COLORADO BLUE
4' HT.
B&B
3
SAW9NG
EXN m PAVEMENT
�O
STATION LOCATION
35+00 - ENO ST.CROIX MAINLINE
LF
110
PINE ST.
LT & RT
55
1D0+1L74
DEC. HELEN ST.
77
ID0+20 - 107+00
HELEN ST
83
LOCATION
EACH
107+00 - 114+50
HELEN ST
125
114+50 - 119+50
HELEN ST
107
PINE ST.
2
119+50 - 127+00
HELEN ST
93
100+10 - 112+50
4
127+00 - 134+00
HELEN ST
163
112+50 - 134+00
4
134+DO
END HELEN ST
135
TOTAL 1D
TOTAL.
948
�3AFFJ8' r•.taa �
oanccT s999-�-4Ns
PROJECT TOTAL 1
TRAFFIC CONTROL„ BARRICADES,
m & w aN,NG 1(JNTS. A
TYPE III CHANNELIZATION
WARNING LIGHTS
BAR E
STAGE
LOCATION
(DAiYS} (DAYS)
(DAYS)
STAGE 2
HELEN ST.
375 250
375
STAGE 3
HELEN ST.
725 450
725
TOTAL
1100 T00
1100
CAINNG CONf]TETE
RAYEYENT. FtttN OEPTN
STATION
LOCATION
LF
35+00 - END OAKRIDGE
-
50
PINE ST,
LT & RT
75
100+20 - 107+00
HELEN ST
43
107+00 - 114+50
HELEN ST
56
114+50 - 119+50
HELEN ST
52
119+50 - 127+00
HELEN ST
60
127+00 - 134+00
HELEN ST
61
1A57T-Fi•.Y.'
REMOVE & RE . FX S.4nr6 BO%, Awa'A
LOCATION LS.
PROJECT
TOTAL i
REYOVm-,h - MTAt 1 ep�
LOCATION EACH
SPA 127+00 - 128+00, LT 3
TOTAL 3
-YmmQA&Lmm5-
STATION EACH
104+97,
RT 1
105+02,
RT 1
106+29,
RT 1
106+34,
AT 1
107+46,
RT 1
107+51,
RT 1
108+27,
RT 1
108+76,
RT 1
109+50,
RT 1
109+83,
RT i
111+37,
RT
1
111+42,
RT
1
112+28,
RT
1
112+37.
RT
1
113+86,
RT
1
113+88,
RT
1
116+38,
RT
1
117+63,
RT
1
118+45,
RT
i
118+89,
RT
I
120+15, RT 1
120+20, LT 1
120+22, LT I
12t+14, LT 1
121+16, RT I
122+16, RT 1
122+20, RT 1
122+36, LT 1
123+32, LT 1
123+72. LT 1
124+06, RT 1
125+46, RT 1
125+95, LT 1
126+64, RT 1
128+54„ LT i
AND RQtTOYE
LAuDSr4[� A
LOCATION
EACH
35+15. RT
47+60 LT
117+00, RT
1
120+25, RT
1
126+20, RT
I
TOTAL
5
ALL ITEMS ON THIS SHEET
ADDITIONAL OLANTMES LISTED ELSEWHERE IN PLAN
GROUPARE 010
TR W r om FOR A.! ENOW r t �
18—INCH
STATION LOCATION EACH
131+80 RT 1
TOTAL 1
12
35+0% 0.0` 27
51+85, RT 18
51+90 — 53+14, RT 125
100+20 12
ugbt� �u 1 y rT sn a 0 ARTrN MfMYJfl S°'� �t
STA — STA S.F.
101+75 — 104+25, RT 1751
TOTAL 1781
TFY R6_=LRSF
STATION C.Y.
PRO.XCT TOTAL 100
+ ++
ALL. ITEMS ON THIS SHEET
ARE GROUP 010
STATE PROJECT NUMBER: 8999-00-48 HWY: HELEN STREET COUNTY: ST. CROIX MISCELLANEOUS QUANTITIES SHEET NO: 3 E E
r a&HaDN WATERMAIN
WATER aTER
Ic t'
a
[6RP. CYTYfC
SANITARY ° 4-INCH LATERAL Pik
?�
PROJECT TOTAL
. S
STATION
LOCATION
LENGTH
CURS STOP
EACH
CORD STOP
EACH
COMMENTS
STATION
LOCATI(N!
LENGTH
WYE
WYE LOC.A.
COMMENTS
VA64ES
35+32
LT
38
i
1
ST. C OIX ST„
35+32
LT
52
1
ST, ST,
35+62
LT
15
1
9
p DR,
35+62
lE
25
1
<O+38>
+08>
IDGE
OAKRRDGE OR.
LOCATION
EACH
36+54
LT
15
1
1
01 OR,
36+54
LT
25
36+97,7, 1.7' LT
1
37+44
RT
35
1
1
OAKRI DR.
1
HD+99>
OAKRIOfE DR.
106+50, RT
1
37+50
LT
15
1
1
OAKRIDCE 0R,
37+44
RT
25
1
G1+88>
OAKRIDGE DR,
114+43, RT
2
61+37
RT
to
9
1
HELEN ST,
37+50
LT
25
1
<1+95>
OAKRID(E OR.
ID4+41
RT
30
1
1
HELEN ST.
104+41
RT
25
1
HELEN ST,
TOTAL
105+76
LT
351
1
HELEN ST.
905+16
LT
25
1
HELEN ST,
105+96
LT
35
1
1
HELEN ST,
105+86
LT
25
1
HELEN St
105+95
106+61
RT
RT
15
15
1
1
1
1
HELEN St
HELEN St
9p5+95
ID6+61
RT
RT
25
25
1
1
HELEN ST.
HELEN ST.
106+84
LT
35
1
1
HELEN ST..
9D6+84
LT
25
1
HELEN ST,
Tj'>NyECT TO EtaSTING
wATERYNN_
?IC
107+94
RT
15
i
t
HELEN ST,
907+94
RT
25
i
HELEN ST,
LOCATION
EACH
108+10
LT
35
1
1
HELEN ST,
108+10
LT
25
1
HELEN ST,
60+, 10,0' LT
108+92
RT
15
1
1
HELEN ST'.
108+92
709+27
RT
LT
25
25
1
t
HELEN ST,
1+33, 420' LT
1 1
109+27
LT
35
1
1
HELEN ST,
110+05
RT
25
1
HELEN ST'.
HELEN ST.
928+46, /20 RT
t
itO+OS
RT
75
1
1
HELEN ST,
933+90, 10RT
1
11+
LT
35
1
1
HELEN ST
410+34
LT
25
1
HELEN ST.
811+09 09
ti
3S
1
1
HELEN ST,
111+09
LT
25
1
HELEN ST,
TO'
TOTAL
4
111+29
RT
15
t
1
,
HELEN ST.
111+29
RT
25
1
HELEN ST.
112+09
112+18
RT
LT
15
35
1
1
t
1
HELEN ST,
HELEN ST„
112+09
112+18
RT
LT
25
25
1
1
HELEN ST',
HELEN ST,
.a Y ayEc
Av0 BO
S
113+04
RT
95
t
9
HELEN ST.
113+09
RT
25
1
HELEN ST.
LOCATION
6
8'
116+54
RT
17
1
9
HELEN ST.
116+54
116+63
RT
LT
25
25
1
HELEN ST,.
-
116+63
LT
33
1
1
HELEN ST,
1
HELEN ST.
117+60
RT
17
1
1
HELEN ST.
117+60
RT
25
1
HELEN ST,
38+07.1. 14..1' LT
1
118+30
LT
33
1
1
HELEN ST,
A98+30
LT
25
t
HELEN ST,
4p+57,6. 14,8° RT
t
fl8+49
RT
17
t
t
HELEN ST,
718+49
RT
25
1
HELEN ST.
60+12,9, 10.0' LT
1
1
119+47
RT
17
1
1
HELEN ST.
119+47
RT
25
1
HELEN ST',
6p+28,7, 59' LT
1
120+08
LT
33
1
9
HELEN ST.
120+08
LT
23
1
HELEN ST.
61+77.6,100' LT
9
120+43
FIT
17
1
1
HELEN ST.
120+43
RT
27
1
HELEN ST,.
105+50.6, 14.3' LT
1
121+18
LT
33
1
1
HELEN ST,
121+18
LT
24
1
HELEN ST,
107+49.6, 10.0' RT
i
121+7Q
RT
17
9
9
HELEN ST.
721+70
RT
26
1
HELEN ST.
109+505, 14.3' RT
1
122+25
LT
33
1
1
HELEN St
122+25
LT
25
1
HELEN ST.
112+50.0, 9,9' RT
3
123+33
RT
17
1
1
HELEN ST,
123+33
RT
25
1
HELEN ST,
113+8CO, 19,5' RT
1
123+44
LT
33
1
1
HELEN ST.
923+44
LT
25
1
HELEN ST..
114+35,8, 9.9" RT
4
123+60
LT
33
1
1
HELEN ST.
123+60
LT
25
1
HELEN ST.
196+8<.2, 12.5' RT
t
924+68
RT
A7
1
1
HELEN ST.
124+68
RT
29
1
HELEN ST,
119+37.6, 7.2' RT'
2
124+77
LT
33
1
1
HELEN ST,
124+77
LT
21
1
HELEN ST,.
119+3&6, 47,4' LT
1
125+93
LT
33
1
1
HELEN ST,
125+83
LT
18
1
HELEN ST.
924+D22, 724' RT
1
126+01
RT
17
1
1
HELEN ST.
126+01
RT
32
1
HELEN ST,
126+95,8, 9,7' RT
2
727+43
RT
20
9
1
HELEN ST.
127+43
RT
30
i
HELEN ST,
927+08.5, 49.1' LT
i
128+49
LT
40
9
1
HELEN St
128+49
LT
30
1
HELEN ST,
128+77.5. 10,4' RT'
2
129+27
LT
40
1
1
HELEN ST.
129+27
IT
30
1
HELEN ST
126+77,5, 14.3` RT
1
130+18
LT
40
1
1
HELEN ST.
130+
LT
301
HELEN ST.
133+80.6, 25,3 RT
9
130+57
RT
20
130+57
RT
30
1
HELEN ST.
t33t8Q,6, 7.9° RT
8
1
t
HELEN ST,
93R+86
LT
30
i
HELEN ST.
130+86
LT
40
1
1
HELEN ST,
TOTAL
13
17
132+06
LT
49
1
1
HELEN ST.
132+06
LT
37
1
HELEN ST.
132+08
132+84
RT
RT
20
20
1
1
1
1
HELEN ST.
HELEN ST.
132+08
132+84
RT
RT
36
30
1
1
HELEN ST,
HELEN ST.
HYDRANT
',
133+05
LT
40
1
1
HELEN ST.
133+05
LT
30
1
HELEN ST.
LOCATION
EACH
-
-
58
9
1
WEBSTER ST,
_
_.
83
1
ADRIVE N.
85
t
MEADOW
MEADDOO W DRIVE k,
E
38+07,2, 12.3' RT
1
-
-
28
1
MEADOW DRIVE N.
40+57.5, 193' RT
i
—
60+26.7, 3,0' LT
t
TOTAL
1395
52
52
105+500, 215' RT
Y
109+50.4, 215' RT
1
TOTAL
1516
53
113+83.6, 23.5" RT
1
116+83.7, 23.5° RT
1
119+51,5„ 526' LT'
1
124+02.2. 23,5' RT
t
127+12.9, 49.2' LT
1
128+77.3, 24.5' RT
1
133+32.1. 24.5' RT
1
ADDITIONAL
QUANTITIES LISTED ELSEWHERE IN PLAN
ALL ITEMS ON THIS SHEET
TOTAL
12
ARE
GROUP 020
STATE PROJECT NUMBER: 8999-00-48
HWY. HELEN STREET
COUNTY: ST.
CROIX
MISCELLANEOUS
QUANTITIES
SHEET NO:
3 F E
MANHOLE. SPEq& TYPE 1, SANITARY
MH COVERS
DEPTH
SANITARY
SEWER MEVrSNC
MANHOLE
STATION
LOCATION
SPECIAL TYPE J
VF
BUILD
LOCATION
6'
COMMENTS
LOCATION
LF
COMMENTS
10
35+56
0,0'
t
IDA
NEW
34+98,6, LT - 36+84.4. L7
198
S'L CROIX ST
34+97 - 35+56
57
MH 9 MH 10
11
38+08
0.0'
1
10.0
NEW
36+04.6. LT
14
HYDRANT
35+56 - 38+08
252
MH 10 MH 11
12
104+13
0.0`
1
20.5
NEW
13
108+00
0.0,
1
18.4
NEW
40+57.5. RT
to
HYDRANT
60+00 - 61+90
192
EX MH MH 12
14
111+00
00
1
16.0
NEW
40+57.5, RT - 45+05.% BY
448
PINE ST
104+13 - 108+00
387
MH 12 MH 13
108+00 - Ilt+OO
300
MR 13 MR 14
is
113+16
00
1
I04
NEW
111+00 - 113+16
216
MH 14 MH 15
is
116+51
mo,
1
9.6
NEW
100+20 - 107+DO
503
HELEN ST
17
119+50
0.0'
1
ELI)
NEW
10!k00.0, 247' NY
is
HYDRANT
116+51 - 119+50
298
MR 16 MH 17
107+00 - 114+50
615
HELEN ST
119+50 - 123+26
376
MR 17 MH I6
18
123+26
(Lo,
1
IL6
NEW
108+24A, 24.5' RT
is
HYDRANT
123+26 - 126+86
411
MH IS MH 19
19
126+86
0.0'
1
13.1
NEW
113+E3.6, 24.5' RT
is
HYDRANT
126+86 - 128+36
153
MH 19 MH 2D
20
128+36
00
1
HJ
NEW
114+50 - V19+50
533
HELEN ST
128+36 - 130+91
255
MH 20 MH 21
21
130+91
ao,
1
9.4
NEW
119+31.1, 24.5' RT
17
HYDRANT
132+25 - 133+77
152
MR 22 - UM 23
22
132+25
O.o*
1
10.1
NEW
119+50 - 127+00
816
HELEN ST
70+26 - 71+35
log
MH 24 - MH 25
24
0.0,
1
122+06.5, 24,5' FIT
17
HYDRANT
71+35 - 73+00
178
MH 25 - MH 26
MEADOW DR
9,7
NEW
127+00 - 134+00
704
HELEN ST.
25
MEADOW OR
O.o`
119
NEW
—
127+12,9, 49,2' LT
16
HYDRANT
TOTAL
3336
26
MEADOW DR
0.0*
T
8+4
NEW
127+88.3, 29,5' RE
20
HYDRANT
133+3ZI, 29.r RT
is
HYDRANT
TOTAL
is
191.8
TOTAL
602 3449
LOCATION SIZE
LF
COMMENTS
70+26 - 73+00 8'
287
MH 24 - MH 26
STATION
EACH
LOCATION
8-INCH
LF
COMMENTS
65+00 - 66+49 12'
149
INL 60A - MR 60
35+10.6, 314'
LT I
ID5+50, RT
1
34+97 - 35+56
57
MR 9 - MH 10
TOTAL
436
114+00. RT
1
35+56 - 38+08
252
MH 10 - MH it
119+53, RT
1
125+16, FIT
1
60+00 - 61+90
192
EX MH - MH 12
SOR 26
128+67, BY
1
104+13 - 108+DD
387
MH 12 - MH 13
SON 26
132+1EL R7
1
108+00 - 111+00
300
MR 13 - MR 14
—
111+00 - 113+16
216
MH 14 - MH 15
STA - STA
LOCATION
LF,
TOTAL 7
116+51 - 119+50
298
MH 15 - WH 17
119+50 - 123+26
376
MR 17 - MR is
60+00 - 60+10
RIVERSIDE
22
123+26 - 126+86
411
MH 18 - MH 19
+ WEBSTER STUB
113+16 - 114+33
HELEN
717
126+86 - 128+36
153
MH 19 - MH 20
+ BALD EAGLE STUB
118+50 - 121+50
HELEN
300
SANITARY SEWER
OUTSZDE DROP SECTION
128+36 - 130+91
2"
WHI 20 - MH 21
124+00 - 126+75
HELEN
276
MH COVERS DEPTH
132+25 - 133+77
152
MH 22 - MH 23
126+75 - 128+36
HELEN
162
MANHOLE
STATION
LOCATION
SPECIAL TYPE J
VF
BUILD
70+26 - 71+35
109
MH 24 - MH 25
71+35 - 73+00
178
MH 25 - MH 26
128+36 - 129+DO
HELEN
64
20
128+36
0.01
1
3.78
NEW
—
TOTAL
1
3.73
TOTAL
33M
TOTAL
941
ADDITIONAL. QUANTITIES LISTED
ELSEWHERE IN PLAN
ALL
ITEMS ON THIS SHEET
ARE GROUP 020
STATE PROJECT NUMBER: 8999-00-48 HWY.
HELEN STREET
IC-0-U-N-T-Y.-ST. CROIX
MISCELLANEOUS QUANTITIES
1:SH(EETLLNIO:R
3NCH1020HEET
E
WEIGHT
LOCAnON FITTING
IN POUNDS
ADDITIONAL OUANTITIES LISTED ELSEWHERE IN PLAN
34+98.9, 12.4' LT I - 45° X 8' BEND
55
35+42.8, 12.0° LT I - 45' X 8* BEND
55
38+06,7, IO.V LT I - e X V TEE
83
40+57,5, IOX RT I - 6' X 6* TEE
63
60+12.9, 9,9' LT I - 8' X S' TEE
91
2 - 8' X 6* REDUCER
82
60+26.7, 10.0' LT I - ff' X 6' TEE
83
ID4+951, 100 RT I - 8- X 11-1/4- SEND
45
105+5MB, IO.V RT I - 8, x 6, TEE
113
109+50, 10.0' RT I - 8' X 6' TEE
83
112+55.6. 10.0' RT I - 0' X 8' TEE
122
1 - 8* X 6' REDUCER
42
113+816, TOZ RT I - 8' X 6' TEE
83
114+41Z, 10.0' RT I - 8' X r CROSS
122
116+0&8, 3.4' RT I - 8- X 22-1/2-BEND
46
116+84.5, 8.0' RT I - 8' X 6" TEE
83
119+37,5, 7.2* RT I - 8' X 8* TEE
91
119+50.7. &0' RT I - 8- X 11-1/4" BEND
45
119+3&3, 35'6, 1 - 8- X 22-1/2- BEND
46
1 - a- x 11-1/4- BEND
45
1 - S' X 6' TEE
83
I - 8' A 6' REDUCER
42
124+02.4, aO' RT I - 8* X 6' TEE
83
126+84.7, 100 RT I - 8' X 22-IIT BEND
46
126+95.9, 9.8' RT I - 8' X 8' TEE
91
126+96.7, 49+4, LT I - 8' X V TEE
83
128+43,2, 10.4' RT I - 8' X S' TEE
91
I - 8' X 6' REDUCER
42
128+77.4, IOS RT I - 8" X 6' TEE
83
133+32. 10.0* RT I - S' X 6' TEE
83
133+85,7, 6.9* RT 2 - 8- X 11-1/4' BEND
45
TOTAL
2137
LOCATION sp
35+00 - 38+10 32
LEMON STREET 64
100+20 - 107+00 128
107+00 - 114+50 192
114+50 - 119+50 160
119+50 - 127+00 192
127+00 - 134+00 192
TOTAL 960
ALL ITEMS ON THIS SHEET
I
- - -- -
ARE GROUP 020
ISTATE PROJECT NUMBER: 8999-00-48 JHWY.
HELEN STREET JCOUNTY: ST. CROIX
MISCELLANEOUS QUANTITIES
SHEET NO. 3 H
E
MANHOLE SPECIAL TYPE I
SANITARY Mn YAINLME, PVC
P{�YSTYRENfi INan TION
BOAP++ 4 INCH
SPECIAL
8-INCH
LOCATION
S'
MANHOLE STATION LOCATION
TYPE
TYPE/CASTING
DEPTH
VF
BUILD
LOCATION LF COMMENTS
90+64 - 27+75
352
22+75 - 31+50
384
i 14+4 0.0
8 J
12.3
NEW
10+94 - 94+64 370 EX MH - MH /
31+50 - 38+10
LEMON STREET
96
64
2 18+34 0.0'
1/,I
99.1
NEW
3 20+61 O.0'
1/1
11.9
NEW
14+64 - 18+34 370 MH I - MH 2
4 21+89 95.1' LT
i/J
Ito
NEW
18+34 - 20+61 228 MH 2 - MH 3
TOTAL
896
5 22+60 32.2' RT
I/J
90.3
NEW
20+61 - 21+89 136 MH 3 - MH 4
6 25+48 0,0'
1/1
IL9
NEW
21+89 - 22+60 95 MH 4 - MH 5
7 28+53 OQ'
1/1
11.1
NEW
8 31+58 0.0'
1/1
12.9
NEW
22+60 - 25+48 304 MH 5 •- MH 6
9 34+97 3.0' LT
1/1
10-1
NEW
25+48 - 28+53 305 MH 6 - MH 7
28+53 - 31+58 305 MH 7 - MH 8
31+58 - 34+97 340 MH 8 - MH 9
TOTAL
9 / J
102.6
—
TOTAL 2453
SANITARY SEWER TELEw9NO
�¢' k(t7IRANT9
STATION
EACH
LOCATION LF COMMENTS
23+20A6 21,5' LT
1
10+94 - 14+64 370 EX MH - MH I
--
14+64 - 18+34 370 MH I - MH 2
TOTAL 1
18+34 - 20+61 228 MH 2 - MH 3
20+61 - 21+89 136 MH 3 - MH 4
21+89 - 22+60 95 MH 4 - MH 5
22+60 - 25+48 304 MH 5 - MR 6
25+48 - 28+53 305 MH 6 - MH 7
vAJRgACTn
F tRaN F.
28+53 - 31+58 305 MH 7 - MH 8
- 34+97 340 MH 8 - MH 9
LOCATION 6'
B"
COMMENTS
_
11+02.5 RT - 21+98,9, RT
1102
ST, CROIX ST.
TOTAL 2453
96+317, RT 95
HYDRANT
25+16.2. LT 77
HYDRANT
22+60.4, RT - 31+64.7. LT 916 ST, CROIX ST,
31+0&9, LT 17
HYDRANT
31+64.7, LT - 34+9&6, LT
335
ST', CROX ST.
WATERYAIN FlT"RNGS
34+913,6, LT - 36+84.4, LT
198
ST. CROIX ST.
WEIGHT
50+21,0. RT - 51+61.1, RT
145
LEMON ST,
LOCATION FITTING IN POUNDS
50+21.0. RT 10
HYDRANT
1I+O2.5, 11.7' RT 1 - 10" X 8" TEE 121
51+61.1„ RT - 51+96.6, RT
45
LEMON ST.
15+51.9, 90O' RT I - 87 X 6' TEE 83
51+96.0, RT - 53+39.9,. RT
149
LEMON ST,
53+40, RT - 55+98, RT
176
LEMON ST.
20+45.0, 4.9' FIT v - 8' X 6® TEE 83
21+99.1, 14.3' LT I - 8" X 8" TEE 91
55+29, BY 14
HYDRANT
22+60.4, 20.7' RT 1 - 8' X r TEE 91
23+96.0. 8.0' LT I - 8" X 6' TEE B3
TOTAL 73
S0156
29+0OB, B.I' LT I - 8' % 6' TEE 83
34+42.0. 7.7' LT I - 8` X 6' TEE 83
50+21.2, 10,2' RT I - 8' X 6" TEE 83
51+61.2, 13.9' RT I - 45' X 8` BEND 55
51+96.3, 128' RT 1 - 45' X B" BEND 55
56+95.0, 9.4' RT ry 2 - 22-1/2' X e" BEND 92
1 - 8" X 6" REDUCER 41
TOTAL 10µ
*AODrnDNAL OUAN'nnES LISTED ELSEWHERE IN PLAF1
ALL ITEMS ON THIS SHEET
ARE GROUP 020
STATE PROJECT NUMBER: 8999-00-51
HWY.
ST. CROIX ST. N.
ICEUNTY. ST. CROIX
MISCELLANEOUS QUANTITIES
SHEET N0: 3 %
E
Rf'YOV1N • YANM
cc
Spa ya(D ,f`�natigiC
PAVEMENT BASF C'
i LOCATION
F.P.
LOCATION
EACH
STA -STA
LOCATION
TON
22+29, 24' LT
48
14+85.5, 0,7' RT
1
22+47, 27' LT
24
18+15.3. 2.e RT
1
10+50 - 35+00
ST. CROIX
23OD
27+70, 26' RT
10
20+61.2, 1.4' RT
t
50+DO - N. END
LEMON ST
530
29+51, 25' RT
4
21+90.3. 13.8' LT
t
30+02, 25 RT
4
26+47.8, 0.6' LT
1
TOTAL
32+14.9, 19,0' RT
4
I830
32+63.7, 17.5' LT
14
O.Y RT
1
3+47.3,
1+ .8, LT
1
32+90.8, 17.3' LT 6
51+89.8, 14,0' RT 1
4X
33+16.8, 17.0' LT
12
53+30,7, 16.7' LT
tee.
MATERIAL FOR TACK COAT
."IC
TOTAL
126
STA - STA
LOCATION
GALS
TOTAL
9
BEGIN ST, CROIX - 21+65
MAINLINE
98
BEGIN ST. CROX - 21+65
DRIVEWAYS
O.5
P9Rt7RRItG
22+75 - 31+25
MAINLINE
75
L�ATiON
I.D.
22+75 - 31+25
DRIVEWAYS
1.1
32+00 - 35+00
ST. CROIX ST.
39
22+29, 24' LT
48
REMOVING• INLETS
y�
22+47. 27' LT
24
32+00 - 35+00
DRIVEWAYS
0.8
27+70, 26' RT
10
LOCATION
EACH
50+15 - N. END LEMON
LEMON ST,
41.5
29+51,. 25' RT
4
11+13.6. 16.7' LT
1
.-.--
30+02, 25' RT
4
11+13.6, 17,5' RT
t
TOTAL
255.9
32+14,9, 19.0' RT
4
11+22.1, 15,1' RT
1
32+63.7, 17.5 LT
14
11+23.7, 13.5' LT
t
22+59,7„ 18W LT
I
32+90.8, 17.3' LT 6
33+16.8. 17.0' LT
12
-
-
TOTAL
5
0.A ITV MANAGEMENT
Au ltiTp`
MDC r *;
TOTAL
126
STA -STA
LOCATION
TONS
BEGIN ST. CROIX - 21+65
BEGIN ST. CROIX - 21+65
MAtRUNE
DRIVEWAYS
947
2
22+75 - 31+25
MAINLINE
720
['21uuON EXCaV'A71�
<
22+75 - 31+25
DRIVEWAYS
6
32+00 - 35+00
ST. CROIX ST.
375
LOCATION
S.Y.
STA - SSA
LOCATION
C.Y,
32+00 - 35+00
DRIVEWAYS
4
10+- 1+54
38
10+50 - 35+DO
ST. CROIX
3300
50+15 - N. END LEMON
LEMON ST,
310
22+92 92 - 37tr23
1 33
50+00 - N. END
LEMON ST
275
31+82 - 35+00
62
707AL
3575
7 0TAL
2364
TOTAL
433
ASPH& _TIC MATFRtae
FOt ewY MIXES
C�US+IED CGsat�'AGATE
BASE caR�
�
STA - STA
LOCATION
TONS
STA - STA
LOCATION
TONS
BEGIN ST. CROIX - 21+65
MAINLINE
62.4
BEGIN ST. CROX - 21+65
MAINLINE
1g6p
BEGAN ST. CROIX - 21+65
DRIVEWAYS
0.1
REMQ'hNG CURB &
CtNF1ER
�C
BEGIN ST. CROIX - 21+65
DRIVEWAYS
"/
22+75 - 31+25
MAINLINE
47.5
22+75 - 31+25
MAINLINE
a53g
22+75 - 31+25
DRIVEWAYS
OA
LOCATION
L.F.
22+75 - 31+25
DRIVEWAYS
2-3
32+00 - 35+00
ST. CROIX ST.
24.7
32+DD - 35+00
ST, CROIX ST,
a e a
11+11 - 21+53„ LT
1057
32+00 - 35+00
DRIVEWAYS
0.3
11+11 - 22+05, RT
1092
32+DO - 35+D0
DRIVEWAYS
17
50+15 - N. END LEMON
LEMON ST,
20.5
22+82 - 27+75. RT
475
50+15 - W END LEMON
LEMON ST.
7a0
52+86 - 53+60, LT
114
TOTAL
155.9
TOTAL
2738
TOTAL
50513
MD c i� StoEwaLlc �
SALy®t�n I4+Fo A .rszcA
.. BAa nfaec
�;
LOCATION
S.Y.
70+84 - 2/+54
21
LOCATION
TONS
11+11 - 12-95, RT
10
ST. CROX
63`
22+92 - 31+23
84
LEMON ST
t13
TOTAL
115
TOTAL
4 a z9
*ADDITIONAL OUANTITIES LISTED
ELSEW.IERE IN PLAN
ALL ITEMS ON THIS SHEET
ARE GROUP 010
STATE PROJECT NUMBER:
8999-00-51
HWY. ST. CROIX ST. N.
COUNTY:
ST. CROIX
MISCELLANEOUS
QUANTITIES
SHEET NO: ✓ T
E
axN n cxAN
Tc PA uEN7. ,� 03_. �
CONCRETE arcm &
QTTER. 30-MO{. TYPF`
0
1-9j2' 2`
1-tj2"
2"
STA - STA
LOCATION
LF
LOWER LAYER LOWER LAYER UPPER LAYER UPPER LAYER
STA - STA
LOCATION
TONS TONS
TONS
TONS
10+89 - 21+54
ST. CROIX ST.
873
BEGIN ST. CROIX - 21+65
MAINLINE
- 397
-
397
22+92 - 31+23
ST, CROIX ST.
1598
BEGIN ST. CROIX - 21+65
DRIVEWAYS
- -
-
2
31+82 - 35+00
ST, CROIX ST,
1225
22+75 - 31+25
MAINLINE
- 360
-
360
50+23 - END STR.
LEMON STR.
1012
22+75 - 31+25
DRIVEWAYS
- -
-
6
32+00 - 35+00
ST. CROIX ST.
- 263
-
263
TOTAL
470B
32+00 - 35+00
DRIVEWAYS
- -
-
6
50+15 - N. END LEMON
LEMON ST.
155 -
155
-
TOTAL 155 1D20 155 1034
PRo TECT' TUTi$4
236
LOCATION
SF
MCENnVE.
ASPHALTIC CONCRETE RAVEMENr
J�G
ST. CROIX ST - 7TH TO LEMON
4606
„k$TY
ST. CROIX ST - LEMON TO HELEN
3488
TOTAL
$094
A DOI ARS
PROJECT TOTAL
2364 1520
cu VA
DjjC PAVEMENT }k'.
CON�ETE
STEPS
STA - STA
LOCATION SY
STA - STA
LOCATION
SF
10+89 - 21+54
Sr. CROIX ST. 3111
22+92 - 31+23
ST. CROIX ST, 2542
20+65 - 20+75. LT
ST, CROIX ST
26
31+82 - 35+00
ST. CROIX ST. ID07
50+23 - ENO STR,
LEMON STR. 1588
-
TOTAL
20
TOTAL, 8242
REtp�'ORCfO CbMCRETE
PtP�
CYkee
TE PAVEMENT. 6-1NCH *
12-INCH
15-INCH
i6-INCH
24-INCH
CLASS IV
CLASS IV
CLASS
IV
CLASS III
STA - STA
LOCATION LF
LF
LF
LF
LOCATION S.Y.
LOCATION
S.Y.
10+89 - 21+54
ST. CROIX ST, 72
325
326
38
12+35, RT 12
23+31, RT
19
22+92 - 31+23
ST, CROIX ST. 72
-
879
-
13+DO, LT 78
23+42, LT
9
31+82 - 35+00
ST, CROIX ST, 77
-
-
13+50, RT 11
24+13, RT
1S
13+73, RT 12
24+87, RT
16
50+23 - END SIR.
LEMON STR. 122
157
174
-
13+74, LT 6
24+97, LT
13
14+40, LT a
25+14, RT
16
-
-
-
14+43, RT 15
25+78. LT
9
TOTAL 343
482
1379
38
15+0& RT 12
26+35. RT
17
15+12, LT 6
26+56, LT
12
15+73, RT 11
27+10, RT
12
15+76, LT 11
27+27, LT
8
16+41, RT 11
27+61, RT
14
17+14, RT 13
27+80, LT
6
17+16, LT 7
28+85, LT
6
17+78, RT 11
29+09, RT
22
18+30, LT a
29+61, LT
6
18+50. LT 6
29+91. LT
8
..
18+93, RT 11
30+66. LT
11
19+17, RT 12
33+38, RT
11
19+18, LT 6
33+42, LT
9
20+32, RT 11
34+08, RT
9
20+67, LT 13
34+27, LT
9
20+9& RT 12
34+36. RT
7
21+30, RT 18
21+6% LT 11
34+98. LT
t9
*ADDITIONAL OUANTInES LISTED ELSEWHERE IN PLAN
-
ALL ITEMS ON THIS SHEET
TOTAL
555
ARE GROUP 010
STATE PROJECT NUMBER: 8999-00-51
HWY. ST. CROIX ST. N.
GOUNTY:
ST. CROIX
MISCELLANEOUS
QUANTITIES
SHEET NO: 31C
E
STORM SEWER
MAMHOLES.
INLET COVERS, TYPE W.
TYPE I• TYPE 2SPEOm.
TYPE H-S-. MAM40LE
STA STA LOCA71ON SY
LOCATION
EACH
104.89 21+54 ST, CROIX ST. 1260
10+89 - 21+75
5
MANHOLE INLET
INLET
MANHOLE
22+92 31+23 ST. CROIX ST, 1060
22+75 - 31+50
3
MANHOLE
TYPE 2. COVER
COVER
COVER
31+82 35+00 ST. CROIX ST. 540
31+50 - 35+00
1
TYPE I
SPECIAL TYPE H
TYPE H-S
SPECIAL TYPE J
MANHOLE
LOCATION EACH
EACH EACH
EACH
EACH
50+23 END SIR, LEMON SIR. 780
LEMON ST,
50
11+19, 19.3* LT
I
TOTAL
TOTAL
to
51
11+49, 8.0' LT
I
3640
52
14+75J &0' LT
53
18+00, &0' LT
54
50+30.6, 14.5* RT I
1
Su
55
51+79, OV 1
t
SANDY SO(L SANDY SOIL
DELIVERED INSTALLED MAINTENANCE
56
22+6Z 54,W BY
I
LOCATION LF, L.F. L.F.
PROJECT TOTAL
1
57
21+71 395' LT I
58
22+82, 30.6' RT
I 1PROJECT
TOTAL 100 IDO 100
59
25+36, 18.5' RT I
1
TRAFFIC CONTROL, BARRICADES,
60
27+30, I&V RT I
61
28+24, IRS' RT I
TYPE [it CHANNELIZA77ON WARNING LIGHTS
62
31+41L 18.5' ITT I
DELIVERED INSTALLED
LOCA BARRICADE RUM
TION ?I DAM__
TYPE A
(DAYS)
L_
LOCATION�DAYS)
S.Y.SYS.Y.Y
STAGE 1 1650
1650
TOTALS 9
4 3
5
5
PROJECT TOTAL 750 750
—
—
TOTAL 16M
16W
STA STA LOCATION CWT
—
SIGN
10+89 21+54 ST, CROIX ST, .69
LOCATION
(DAYS)
INLET COVER
COVER
22+92 31+23 ST, CROIX ST, .58
STAGE 1
660
TYPE 3 TYPE H-S
TYPE H
31+82 35+00 ST. CROIX St -30
INLET LOCATION
EACH EACH
EACH
50+23 END STR. LEMON STR. .43
TOTAL
660
51A 17+48.8, I&S' LT
I
518 11+48,& I&S' RT
I
t
TOTAL
52A 14+75, I&V LT
1 1
529 14+75, 1115' BY
I I
53A 18+00, IB,5' Lt
I
54A 50+31EE 14.5' LT
I i
STA STA LOCATION SY
DIAGONAL LINE
STOP LINE
53B 18+00, 18.5' RT
1 i
10+89 21+54 ST. CROIX ST, 1095
4-INCH
YELLOW, EPDXY
8-INCH
WHITE EPDXY
18-INCH
WHITE, EPDXY
57A 55+451� 145' RT
1
22+92 31+23 ST CROIX ST. 920
LOCATON LF
LF
LF
31+82 35+00 ST. CROIX ST" 470
—
—
58A 22+5&6, 17,8' LT
I
59A 25+36A, 18.5' LT
1 1
50+23 END STR. LEMON STR, 680
INTERSECTION OF .303
LEMON ST. & ST, CROIX ST.
279
41
61A 28+64.4, O.G
I
I
—
—
—
62A 31+99, IRS' RT
I
I
TOTAL 3165
628 31+96.2, I&S' LT
I
I
TOTAL 30
279
41
63A 34+78, 18,5' LT
I
I
638 34+78, IS.V RT
I
I
SIGNS, TYPE H, ENGINEER GRADE
SIGNS. TYPE IL HIGH INTENSITY AND TELESPAR SIGN POSTS & ANCHORS
TOTAL
1$ 12
17
AREA FACE MATERIAL 14 GAUGE
SIGN CODE I DIMENSION (SO. FT) TYPE EACH
FED CRUSSNG
6-INCH
I RI-1 30* X 30" 5.18 Ht I
2 RI -I 30* X 30' 518 HI
LOCATION (INTERSECTON OF)
Vmlll:� EPDXY
LF
I
3 RI -I 30* X 30, 518 HI I
ST. CROIX & 7TH
90
TOPSOIL
4 W3-1 30' X 307 6.25 E.G. I
ST CROIX & LEMON
125
LOCAnON
C-Y.
— —
TOTALS HI - M54 4
TOTAL
215
PROJECT TOTAL
400
E.G. - 6.25
TOTAL 2LB
*ADDITIONAL ouANnnEs LISTED ELSEWHERE IN PLAN
ALL ITEMS
ON THIS SHEET
ARE GROUP 010
,STATE PROJECT NUMBER: 8999-00-51 H
ST. CROIX
ST. N.
COUNTY. ST. CROIX MISCELLANEOUS QUANTITIES
SHEET
NO:
31-
STATION 4 G
r•O
a
s
7417.U� .'>IiI�Li.
T�,MNG CONCRETE_PAYEYENT.
FUL_DEpTH
*
STATION
LOCATION
LF
11+50 — 21+75
LT & RT
245
22+75 — 31+25
LT & RT
115
32+00 — 35+00
—
52
TOTAL
412
RFYOYE & REL00ATE EX FENCE
LOCATION L.S.
11+10 — 12+65. LT .5
11+10 — 12+25, RT .5
TOTAL
YOVINO YAPL 8OXE5
+�.
STATION
EACH
23+73,1, 120 LT
1
24+69.5, 12.7' LT
1
25+21.0, 12.2' LT
1
27+11.6. 14.0' LT
1
27+91.2, 13.1' LT
1
28+67.7. 13.5' LT
1
29+75,1, 12.4' LT
1
30+65.2. 14.7' LT
1
32+1&9. 131' LT
1
33+15.3, 17.1' RT
1
33+53.4, 14.1' LT
1
34+11.2. 15.0' LT
1
34+23.9, 140 LT
1
34+49.2, 15.7' RT
1
34+81.2, 15.0° LT
1
TOTAL
15
REMOVE a uD�+^.Pc A.a'A
LOCAnON EACH
51+75 — 53+00,, RT i
TOTAL 1
GIn
11+14, 0.0' 34
11+18, 16' RT 9
11+16, 15' LT 9
22+70, 0.0' 67
TOTAL 119
STA — STA
T avast. p
� 9
S.F.
LOCATION
21+90 — 22+73
LT
211
52+00 — 53+00
RT
195
TOTAL
406
.! a..i .h if :I. a.Y.r = •.1'.
go
.. 530
TEMPORARY B cF' tRC „y
STATION C.Y. 'PM1
PROXCT TOTAL. 100
TOTAL 100
AR6
wATEmaA1N
�c
WATER LATERAL_e
cTpPS
SANITARY SEWER, 4—INCH
LATERAL, PVC
PRO,ECT TOTAL.
.5
CURB STOP
CORP STOP
STATION
LOCATION
LENGTH
EACH
EACH
COMMENTS
STATION
LOCATION
LENGTH
WYE
WYE LOCH_
COMMENTS
11+90
RT
14
1
1
ST. CROIX ST.
11+90
RT
24
1
<0+97>
ST. CROIX ST,
12+63
13+16
RT
LT
14
36
1
1
1
1
St CROIX ST.
ST, CROIX ST.
12+63
13+16
RT
LT
24
26
1
1
<1+71>
<2+23>
ST, CROIX ST.
ST, CROIX ST,
13+36
RT
14
1
1
St CROIX ST,
13+36
RT
24
1
<2+40>
ST. CROIX ST,
ARA.++OON
YAtVES
�C
13+84
LT
36
1
1
ST. CROIX ST.
13+84
LT
26
1
<2+91>
ST, CROIX ST.
LOCATION
EACH
13+94
RT
14
1
1
ST. CROIX ST,
13+94
RT
24
1
<3+02>
ST. CROIX ST.
®
14+53
LT
36
1
1
ST„ CROIX ST.
14+53
LT
26
1
<3+61>
ST. CROIX ST,
22+00,2, 16.3' LT
1
14+66
RT
14
1
1
ST. CROIX ST,
14+66
RT
24
1
<0+04>
ST. CROIX ST,
23+015, IO,3' LT
1
15+36
LT
36
1
1
ST. CROIX ST.
15+36
LT
25
1
<0+74>
ST. CROIX St
31+62.8. 10.0' LT
1
15+44
RT
14
1
1
ST. CROIX ST,
15+44
RT
24
1
<0+81>
ST. CROIX ST,
31+7t,8, 8.8' LT
1
15+97
RT
t4
1
i
ST'.. CROIX ST„
15+97
RT
24
1
<1+35>
ST. CROIX ST.
16+09
LT
35
1
1
ST„ CROIX ST.
16+09
LT
25
1
<1+48>
ST, CROIX ST.
TOTAL
4
16+60
RT
15
1
1
ST. CROIX ST„
16+60
RT
25
1
<1+97>
ST. CROIX ST,
17+45
RT
15
1
1
ST. CROIX ST,
17+45
RT
25
1
<2+82>
ST. CROIX ST.
17+47
LT
35
1
1
ST, CROIX ST.
17+47
LT
25
1
<2+84>
ST, CROIX ST,
jQ E'X18TM0
WAIERYAIN
17+86
LT
35
1
1
ST CROIX ST.
17+86
LT
25
1
<3+23>
ST. CROIX ST,
.SLY#HE.CT
18+14
RT
15
1
1
ST, CROIX St
18+14
RT
25
1
<3+52>
ST. CROIX ST,
LOCATION
EACH
18+64
LT
35
1
1
ST. CROIX ST,
18+64
LT
25
1
<0+32>
ST, CROIX ST.
---
18+75
RT
15
1
1
ST„ CROIX ST.
18+75
RT'
25
1
<0+43>
ST. CROIX ST,
11+02,5, 11.7' RT
1
19+33
RT
15
1
1
ST. CROIX ST..
19+33
RT
25
1
<1+01>
ST, CROIX St
55+9&0, 12,1' RT
1
20+07
LT
35
1
1
ST. CROIX ST,
20+07
LT
25
1
<1+75>
ST. CROIX ST.
20+19
RT
15
1
T
St CROIX St
20+19
RT
25
1
<1+87>
St CROIX ST.
TOTAL
2
20+65
RT
15
1
I
ST. CROIX ST.
20+65
RT
25
1
c0+05>
ST, CROIX ST.
20+73
21+31
LT
LT
35
35
1
1
1
1
St CROX ST.
ST. CROIX ST,
20+73
21+31
LT
LT
25
25
1
w
<0+13>
<0+72>
ST. CROIX ST.
ST. CROIX ST,
yA_Tge VALVES
ANO
ROXES �c
21+46
RT
15
1
1
ST. CROIX ST,
21+46
RT
25
1
<O+86>
ST. CROIX ST,.
23+08
RT
35
1
1
ST, CROIX St
23+06
RT
25
1
<0+62>
ST. CROIX ST.
LOCATION
6"
8'
23+11
LT
15
1
1
ST, CROIX 5T.
23+11
LT
25
1
<0+69>
St CROIX ST,.
—
23481
LT
15
1
1
ST. CROIX ST,
23+81
LT
25
1
<1+39>
St CROIX ST.
11+08.8, 11.5' RT
1
23+89
RT
35
1
1
ST'. CROIX ST,
23+89
RT
25
1
<1+47>
St CROIX ST.
15+52.0, 103' RT
1
1
20+44,8, 13,9' RT
1
24+58
LT
15
1
1
St CROIX ST,
24+58
LT
25
1
<2+16>
ST. CROIX ST.
21+98.9, KS LT
3
24+64
RT
35
1
1
ST. CROIX ST.
24+64
RT
25
1
<2+21>
ST. CROIX ST.
22+60.5. 210 RT
2
25+36
LT
15
1
1
ST. CROIX ST,
25+36
LT
25
1
<2+84>
ST, CRUX ST.
25+52
RT
35
1
1
ST, CROIX ST,
25+52
RT
25
1
<0+06>
ST. CROIX ST.
23+95,8, 12.6' LT'
1
25+96
RT
35
1
1
ST,. CROX ST,
25+96
RT
25
1
<0+50>
ST, CROIX ST.
29+009, 13,2' LT
1
26+49.9. 7,9' LT
1
26+21
LT
15
1
1
ST CROIX ST,
26+21
LT
25
1
<0+75>
ST,. CROIX ST.
29+00.9, 13.2' LT
1
26+83
RT
35
1
1
ST, CROIX ST,
26+83
RT
25
1
<1+37>
ST. CROIX ST,
50+209, 15.0 RT
1
26+93
LT
15
1
1
ST, CROIX ST.
26+93
LT
25
1
<1+47>
St CROIX ST.
27+80
RT
35
1
1
ST. CROIX ST,
27+80
RT
25
1
<2+33>
ST. CROIX ST„
28+06
LT
15
1
1
ST. CROIX ST,
28+06
LT
25
1
<2+56>
ST. CROIX ST,
TOTAL
6
8
28+50
LT
15
1
1
ST. CROIX ST„
28+50
LT
25
1
<3+03>
ST. CROIX ST,
29+21
29+50
LT
RT
15
35
1
1
1
1
ST CROIX ST.
ST. CROIX ST.
29+21
29+50
LT
RT
25
25
1
1
<0+70>
<0+98>
ST, CROIX ST.
ST„ CROIX ST,
30+20
LT
15
1
1
ST. CROIX ST,
30+20
LT'
25
1
<1+68>
ST. CROX St
30+92
RT
35
1
1
ST„ CROIX ST,
30+92
RT
25
1
<2+40>
ST, CROIX ST.
�C
30+98
LT
i5
1
1
ST.. CROIX ST,
30+98
LT
25
1
<2+46>
ST. CROIX ST,.
LOCATION
EACH
32+33
LT
14
1
1
ST, CRCNX ST.
32+33
LT
24
1
<1+37>
ST. CROIX ST.
15+51,9, 23.5' RT
1
33+10
LT
14
1
1
ST. CROIX ST,
33+10
LT
24
1
<1+53>
ST. CROIX ST,
20+44,9, 215 RT
9
33+19
RT
36
1
1
ST CROIX ST.
33+19
RT
26
1
<1+63>
ST. CROIX St
23+95.8. 23.5' LT
i
33+90
RT
36
1
1
ST. CROIX ST,
33+90
RT
26
1
<2+35>
ST, CR04X ST.
29+01.0, 215' LT
1
34+00
LT
14
1
1
ST. CROIX ST.
34+00
LT'
24
1
<2+44>
ST, CROIX ST,
34+41,2. 23.5' LT
1
34+61
RT
35
1
1
ST, CROIX ST,
34+61
RT
25
1
<3+05>
ST. CROIX St
50+20.9, 16.8' RT
1
34+85
LT
15
1
1
ST, CROIX ST.
34+85
LT
25
1
<3+30>
ST. CROIX ST.
TOTAL
6
TOTAL
1251
53
- 53
TOTAL
1321
53
AD ®Iej -ATF
LOCATION
VA 5
EACH
11+02.7, 15.8' RT
1
-----
>�C.A0pIT14NAL OUANTTiiES
LISTED ELSEYMERE
IN PLAN
ALL ITEMS ON THIS SHEET
TOTAL
t
ARE GROUP 020
STATE PROJECT NUMBER:
8999-00-51
HWY. ST. CROIX
ST. N.
COUNTY;
ST. CROIX
MISCELLANEOUS
QUANTITIES
SHEET N0: 3IV
E
VILLAGE OF NORTII HUASON A7LLIAV VAN BE SANDE ERNEST RICHIE BERNICE HALLER CA OR OFTENBORF KICHAEI, CAMERON
705 ST CROIX Sr 707 ST. CROIX Sr. 709 ST. CROIX ST 711 ST. CROIX ST. 713 ST CROIX ST,
STA — CONSTRUCTION BR STA 11+133.0° LT, T/C ELr744,35 (MATCH EX rc)
STA 10+$9 MR STA tt+i5.3,3, 22.T° LT, T/C EL=744,75 STA 94+53, LP e3+61>
N — 499&2196 ER STA. 11+25.5, IRS' LT. T/C EL-74395 26 LF — SAN LAT
E — 4775.6399 RP STA. 11+25452, 3300' LT STA. /3+16. l7 <2+23> STALF
+�SAN
T c'2+99> 36 LF W1Tk LATDO R.14,5' BACK) 26ALF S+SANLLAT� 7a}
STA 17+02.5, t1.i RT 26 LF ®SAN LAT 26 LATSTA. 1H+20.4, 96,4° LT CONNECT TO EX MA 36 LF — WTR LAT 36 LAT f 36 LF — WTR CAT "..
fff POWER ROE TO l 1CxJ4TED 1 — 6' GAT VALVE r
N 4497.E t STA. t1+20 TO 12+63 LT
STA 10+ O0 r a:
WE f
E 4668.12 ; x{ FENCE 1O BE RELOCATED ( `
4 � 1
PEO RAMP TYP _ ` CCNC ( 50 R C z �2 a
10" 12` RCP 4 t;[ °. �I "' ._.. W _ tOr iX' O „
STY
Mr
• A . ....,,......,,w..xm... ..... ,
CP 300 ,1 it+00 i " STM ,. .,. ,. STM..,, .: STM _,..,. ,STIW SiVt-,S .._STY . q '�.', .. STM
STM MH 51 36' F_F ST. CROIX STREET NORTH S $9'39'12' E IT68.6O" STM MH 52 ^~
v_ ... _ .7...
26` t2' RCP O iX ig• __.._ _...
EX SAN MH CP 30t SAN MH't 26' 12` RCP O 1X
WTR_.._ ..._.., WTR ...... WF ._...... .�_._ ?........ , . _ .__.._ ....,. .WTR WTR WTR—WTR
WTR
,
_ ..__.
6' STTE9P1 G (TYP} pz. ^� F !NL 516 .') R W a., �r n• ! rr=INSTA
] ' • ♦50 R/W
x J• (c� 2.5' CRG ( SAIKUT dt -, Ej 4 2aS4 LT
` �,•_`.;
MATCH (T'ri*) ax wr )RANT c }
` EX CHAN FENCE
TO BE RELOCATED
t i E YALW -E )STA. 1 +66, RT a0+04> YALYE24 LF SAN LAT HYD LEAD STA. 75+97• RT <t+35>
i t— pp C j �4 LF — SAN LAT
ip w p STA. 19 30, RT +97> k STA. 13+36. RT t2+4q> ( i 14 CF +- WTR LAT ST LF,. SAN LAT C
C STA. 4 +44, RT G0+$1} 14 LF — WTR LAT
LA T
y 2k lF SAN LAF STA. 32+63. RTCS 71>[2 _
h 14 LF WTR LAT 24 LF — SAN LAF 74 LF — SA LAT i 24ALF 3. 94, SANRLAT+02 [ 1
`4 LF WTR LAT
14 LF — WTR LAT } 1 74 LF — S LAT SR STA. 11+10,9, 33,0" RT„ T/C E'L-743,50 (MATCH EX TC)
MR STA 1t+tB4, 22,$' RT, T/C EL 7b3.72 MARGARET H7S BARRY A'A7T.R & A.. KICIIAEL ROBERT' SOGLOK O ND SFIEIJAA ROBER7 RAKBI
ER STA, 11+25.4, 733' 0' T/C Elffi743,95 706 ST CROIX ST 706 ST. CROIX ST. 710 ST, CROIX $7 770 ST. CROIX ST 714 .ST. CROIX ST
RP STA. 11+25.42, 33.00` R7 f KARlORIF. SPCK%ES5' ALAN THOLE
R-14,5' (BACK} 1 702 ST CROIX ST. 704 Sr. CROIX ST NET LENGTH CENTERLINE STA—+00.00 TO STA 16+00.00 LF
745
_ 720
R
�'h
hI1.Ri
�i 61
M1'R
���
Nan
;h
h
h.T
rt
ryh rth E
i7+00
12+00
t3+C0
9a+00
i5+C0
16+6U
STATE PROJECT NUMBER:
8999—�0-5i
HWY: ST. CROIX
STREET NORTH
COUNTY:
ST. CROiXI
SHEET NO: 5. f
E
MICHAEL CAMERON
773 ST CROIX ST
IA- 16+09, LT <1+48>
29
S LF — SAN LAT
_33 LF WTR LAT
DA WD CHRISTEASEN RRA77 C'U"AN DA VIA SMITH'
,'V Sr C.',171X S7 7Z7 ST CROIX S7
17� ST.
'q ' STA. 17:777Z84, STA, 118+64, LT 1<0+32>
5 LF —SAN ;12+114>
35 LF WTR LAT SAN T 25 Ir — SAN LA
35 WTR 35 — WTR LA
01
1-1
.40HY REH57ROM
ZAMMY GORZ
807 ST. CROIX ST.
All ST CROIX ST
STA. 20+07, LT <1+75>
STA
2�+73 LT <0+131
25 LF — SAN LAT
25
—SAT
AN AN GAT
35 LF — WTR LAT
35
F _ WIN LAT
F — WIN LAT
V V. X --v --- 14
50 R/Wit
STA- I 7+:5�RT
9 S
2 TFAN LAT MATCH (pv)
82> A 1 3 8+7�� RT <04
STA. 16+ RT 1+97> STA. 17+45, FIT <2+
L
25 LF — S LAT 5 TA, 1 1, LAT
15 — WTR LAT ST , >
25 F — SAN LAT s RT <3+52> 25 LF —
15 LF — WTR LAT 25 LF SAN LAT 15 LF — LAT -JI II
15 LF WM LAT WTR,
3, RT AT<1+01
r 3�" L
25 — "
DIANSrTEROMAN ASOA17,91R R 1 5 — WTR LAT
Ij
B JW_
0 CROIX 722 5 CROIX Sr I LIVA+ UA S�50X
ROBERT RAMBERC ROBFRdr WACKER CLEW LARSON B04 ST CROIX ST
714 ST CROIX ST 716 ST CROIX 57 718 ST. CROIX IT NET LENGTH CENTERLINE STA 16+00.00 TO STA 21+00,00 - 500.00 LF
OFM
STA 2(
BEGINwAJ —Cl— is
33 LF
STA. 20+19, RT <1+87>
25 LF — SAN LAT
15 LF — WTR LAT
RONALD LUBWA7
806 Sr. CROLY ST
YiJ
EE
HY0 LEAD
FSTA 20+65RT :+05>
25 LF — SAN LAT
15 LF — WTR LAT
STEVE LIND
812 ST CROIX ST.
745 1
17+00
18+00
19+00
20+00
21,00
STATE PROJECT NUMBER.
8999 1:1:1
HWY: ST. CROIX
STREET NORTH
COUNTY:
ST. CROIX
SHEET NO: 5•2
alms
an
�m
ANEVONY MULCER ?E--7WEr AfOWS JON moolw E �,VA AW LOS IFTIA DAME1, ANDERSON
LOLL "T CEDIX 7
��O'X S +7j79> L2 L <21-5S6>
S7_ 915 N 'W Sj 9 ST C
TA _ 2_5 CROI Z84>
LT
AT TA- 2 +21 LT <0 8+06 T
I L S I
5 LF
BRO LS2 Sr MIST` 1015 ST CROIX ST
STA 24+58. LT <2+1 S
5 L 1 5 V T
STA, 25+36, LT <2+114>
STA 24+58. LT <2+16> 6, CROIX
7 A 28+06, LT <2 56>
911 Sr CROIX Sr 915 ST CROIX ST. 919 ST CROD( 0
Lk 2 3� 'l -47,
25 LF - SAN LAT 25 LF - SAN LAT STA. 26+21, LT <0+75> T SAN A STA. 2B+50. LT <3+0 >
1 5 L 25 LF -SAN LAT ST L LT T S
F _ WTR AT
is LF WTR �LAT L 25 LFN A
15 LLF- WTR LAT 15 L T SAN LAT -SAN LAT
15 LF - WTR LAT LA 25 AT
25 LF
is WTR LAT 15 LF - WTR LAT
STA.26+5(%Ol &01 LrT
II I I r GATE VALVE
F,
ti
11V,
STA 25+00
INL 59 BEGIN WARP INS T
INL, 51A
400 --J
25+00
885
I+w CP 121 wi�
-,H 6+04 28 29+DO
3W 12" RCP 0 IX 835.
ST CROIX STREET NORTH
REP 0 IX
- ------ -----
5TU
�21
5TA 26+8 <1+37>' STA. 27+80, RT <2+33>
3 RT
Rp
RD WARD BARBER ALKY LVFAFON 7
STA. 24+64, RT :2+21> STA 25+5Z RT <0+06> STA, 25+96, RT 10+50> 2 F =AATT 25 LF - SAN LAT
L
25 LF - SAN LAT 25 SAN AT 25 LF - SAN AT 35 WTR
35 LF - WTR AT
35 LF - WTR LAT 35 LF WTR LAT 35 LF - WTR LAT LF R LA
DONALD AfORNSTAL WILIAM JEWNSON 918 ST. CROIX ST 1006 577 CROIX ST.
T CROIX ST:RON KING
910 S 914 S7 CROIX ST NET LENGTH CENTV"E STA 24+ .00 TO STA 24+OMOO . 500,00 LF 1010 ST CROIX ST
XN
�6 N,4
zg 4
24a OD
25+GQ
26+C0
27+00
78,00
29+00
STATE PROJECT NUMBER:
8999-1210 511
HWY.- ST. CROIX
STREET NORTH
COUNTY:
ST. CROIX
MICHAEL RICE cumn Lf)VDQusr
'X RT`
S"'7RO
M'C'V N
1019 ST CROIX ST. I023 S71 CROIX
STA, 29'-2 CROIX
7]01 STA. 30+20, LT
ST.
-0
LF 25
2 5 LLF - SAN LAT
15 LF - WTR LAT 25 LF - SAN LAT
15 WTR
15 LF - WTR LAT
STA.
IST&I 29+01A 215' LT 15 LP - WTR LAT
INSTALL "T YDRA4T
I -�6"GATE VALVE BR 31+18.9, I&V HI LT. T/C EL-L55
I - WiJS' TEE MR S* 31+32.8,241' LT. T/C EL-791.90 j
15 LF 6' HYD LEAD ER STk 31+384. Z8.2- LT. T/C EL-79Z25
RP Stk 31+18.88� MOO' LT
1 SAWCUT & R-19.50- (BACK)
WATCH (TYR) n I lI
END WARP Di STREET
(W R/W
29+GO� 36`54 04" E 30+
Efl ST, CROIX31 00 CP
STREET N. 36" F-F 8'
rn-cac
uc� U
50� R/W
-�4 •SR STA. 31+21.4. 1&5,RT, T/C EL-7 1,60
MR STA, 31+34.8, 24CA41RT, T/C EL,= 9 Al
ER STA, 31+40.& 37.3' RTT/C EL.792.62
VVV STA. 29+50. RT <0+98> E RP STA. 31+21.35, 3&00' RT
666 R-19.W (BACK) 25 LF -SAN LAT
15 LF - WTR LAT "FEED RAMP (TYR)
STA. 30+92, RT <2+40>
25 LF - SAN LAT
35 LF - WTR LAT
DA WD )GAIG
1018 sr� CROIX ST
RICKY IP)FALLFN
NET LENGTH CENTERtINE STA 29+01100 TO 501100 LF IOIZ4 ST. CROIX 67
ROGER LUNZVAN
T7��5
Hot SIT. CROIX S7.1
STA 32+33, LT <0+77>
24 LF - SAN LAT
tl
14 LF - WTR LAT
m
STA. 3t+64.7, LT
arwr
4 - C GATE VALVES
BR STA
BR STA, 31+75.3, 37.5' LT, T/C EL-792.25
STA
MR STA, 24.1, LT, T/C EL-792,14
ER STA 31+94,1� 1&5 LT, T/C EL-792.04
RP STA 31+94.74, 38.00' LT
, "1.19.50'(SACX)
FNL-62-13�lrr- --I�
RICHARD KING
1105 Sr. CROIX ST
T 'o LT '+ 5'3] I LLF3 !+ LATT< 1, LF _
WTR LA
=19
A7111AM SHIRLEY
1109 ST CROIX ST
LSTA. 34+00, N LT AT <2+,4]4>
- '� L
24 LF - SAN LAT
�4LF - WTR LAT
so- R/W
5 ic&G-
BR STA, 31+78.1, 39.0' RT, T/C CL-79264
MR STA. 31+83.5, 24.6- RT, T/C EL=792.
ER STA31+97.6, 18.5' RT, T/C EL-792. ls�
RP STA, 31+97.58. 3&00' RT
R-19.50' (BACK)
STA, 33+19, RT <1+63>
26 LF - SAN LAT 3> STA. 33+90, RT <2+35>
36FLF - WTR LAT 26 LFE- SSS�AN 7LAT
_36
36 LF - WTR LAT
M
THOMAS RAXIMY MICHA�! 77=H�1DAA DGRALD M)SRF
a
1110 : C IX Er
1106 ST CROIX ST 111OS7. CROIX ST II0Z ST CROIX ST. I CROIX
29+00
30,00
31+c0
32+00
33+00
. . . ..........
34400
STATE PROJECT NUMBER:
89919-00-51
HWY- ST. CROIX
STREET NORTH
COUNTY-
ST. CROIX
SHEET NO: 5.5
E
CERALV RONAM
1119 ST. CROIX S7.'
PC STA. 34+79.47
N 4885,150
E 7120.445
PT STA, 35+55.61
CMRff--DATA N 4836.405
R-51100' E 71M276
T-47.66'
L-76,14
C.69.00*
S 45W*00' E
D-114'35`30'
,N-87'1"6' I
=STMW
JILL STADLER
m5 Sr. CROIX ST
I
GEORCE KOHN
R0SER7 PZ.4RR
316 OAMDGE DR-
.XZ OAKRIDCE DR
STA, 35+62. LT <0+08>
25 LF - SAN LAT
STA, 36+54, LT <D+99>
15 LF - WTR LAT
25 LF - SAN LAT
15 LF - WTR LAT
4R
7
2-71
36+00 37+00 S
—.L75-
+
C;C
Od
HARW DUX
1114 ST' CROIX ST
BW
JAAfIWZT SAVDFO
314 OAA?UDGF,' DR
STA. 38+07,0, 23.5' LT
INSTALL HYDRANT
STA. 37+50, LT <1+95>
I - 6* GATE VALVE
25 LF - SAN LAT
I - 8r%r TEE
15 LF - WTR LAT
I - 8' WJ PLUG
14 LF - IS' HYD LEAD
END CONSTRUCTION
STA 38+07.89
N 4584.204
a�
E 7175.540
252,28' 38+00
SAN Pao
STA. 37+44, RT <1+88>
25 LF - SAN LAT
35 LF - WTR LAT
BRIAN HOOVI=L
315 OARRIDGE DR
NET LENGTH CENTERLINE STA 35+50,00 TO STA 38+01100 - 25aOO LF
765
---- -------- ---
.... ... .. .... .... .. ... 765
35,00
36100
37+00
38+00
STATE PROJECT NUMBER: 8999-00-48
HWY-. OAKRIDGE DRIVE
COUNTY: ST. CROIX
--SHEET
NO. 5.7
E
C
G^
J
O
PC STA 51411,27 CURVE DATA
PT STA 52+27.48
N - 47".4715 R-61.00'
N 4M3049
E - SM0796 T-61,39,
E 5M.6289
L-96.21'
a .9T-21'-59*
qt'zz+zs la
0
BEGIN CONSTRUCTION
STA 50+18
N - 4743,6451
E - 5715.8152
7' 12' RCP 0 1%
11 4
u
ROGER DZERAS
900 Fr. CROIX Sr. N
33°R/W
55
[STA. �51+966. IXo' RT
STA 50+00.00 so�
TM MH 26 F-F
4'
141
4Y WO
N 4743�5138
E 5697.8157 PINE S
PEET NORTH
N8g,-X-55-E
14'
cp 140 n
WTR W
W�TTR
STA, 51+61,1. 14 f RT
STA. 5D+2CL9, MW RT
04STALL HYDRANT
I - r GATE VAL%S
NE
I - 8' . 6' TEE
- 6" HYD LEAD 7
Imi'M
I
077IJAM rONEF
906 S7' CROIX ST+ N,
ffN ST ORES
MARK XRORFt t l 4 HELEN ST' N.
�00+22 0 25� LT (BC /C -7", (MATCH INTO
' LT BC
00, 6�162j 2 J,.2
44� LT IN. 744.7 TAL pm
u IST& 2
'FRI PTA 7 50' LT (BC), /C EL 45,01 TA. -Al 77 -31 00' LT I �1415;(+SIAC K
BEGIN CON UCRED RAMP (rYP� SO I ON . RIW 0
STA - 100+17 �7 47
N - 3690.1546 6* STRIPING ITYP)
E - 7062.3893
j-
STU
STM�Slfu STU
�.i 101+00
STA 00 100+00. HELEN STREET N.
N 3678.4145 OR 1 STU MH 72
E 7062.7199
)0+20.12, 19.'54' RT (BC).
\tR STSTA,K T/C EL-744.80 (WATCH INTO EX)
MR ST& 100+2430, 17�28' (BC), T/C EL-74AZ4
00
I, ER STA, 1+29.0, 16.50* RT I 78C), T/C ELm744.68
RP STA, I00+29.00. 31a00' RT
R-14.5' (BACK)
STA LT-TC EL C-L EL RT-TC EL
700+50 1 74&14 1 74&18 74&22
100+75 748.19 747.93 �74&42
ROBERT HOWARD 101+00 1 75179 1 75064 751.26
1115 RIVERSIDE DRIVE X. 908NQ7 76200 TSt.97 75258
33
NOTE HDIN STREET C&C IS A 100+00 TO 112+M 757.40
REFER TO TC ELEVATIONS CHART FOR STAKING,
NARK WROREL
1105 RfYEKSIPE DRIVUX
DATA
R-57M'
T.7&95
L-IO&X
C-9106
KW-3O`-O2'W
D-W-2Sr-Zr
PC STA - 101+10.72
N - 37MOSSI
E - 7=15=
FIT STA - 102+19.06
N - 3841.7879
E - 69SZ9243
SCALE:
0 10 20 40 80
IFFFFEr RALL6lrK
200 OAK RlDCF DRIVE X NET LENGTH CENTERUME STA TDO+OO.Oo To STA 101+50,00 . 150 LT
q
SAN uti' 7 SEE
INLET /
pATA ~ .r JdHX SP. dR6' '"^^ LT (DC)
R.82.3.5' "`�,•� �.,�`'.. Z04 HELEN $P •^q,,
T.6137 x 46', ' '^,/
C�99.�• " �, n o' CAG Ta FROM 32' FF TO 3° FF am* T4 02+NLET ITA
Ns5•_5r_uw ( stAvpx+gas. 16.5' LT (BC)
G� I06'-'-23' + WV-75:7B5,xfi
(1.106'-2C-34' � ' � wv�7fit.2fi
t o
PC STA . 102+97.16 •
N - 3M5,4387 r u
E - 69MO445 SA.T FENCE
(TYPICAL)
PT STA - 9O4+12.97 �l r rr C._,�..� Y •�
N - 39774639 ..hq.� r ` f..� — 32 tY
E - 6826,3780
--571=a3'-44•'R 32• FF
SEPARAnad-8~ - ` HELEN STREET N. e
MN 69 d SIJA. SEVER
szM MN 70
C`
°
a
ra F --- a4CL
___-------, tea,
r /
r,
MARK WMEEL
1105 RIVERSIDE DRIVE N. f
�v
. ^=A 10+'tENGNIEE STA 901+50TCNET W D0.00 . 250 LF
E
RCBFR7' HOWARD
IPIS RIVERSIDE DRIVE N
Y rr
ii�LT.ii���
�tfiai#I�r/��
/t
I
NOTE; HELEN STREET CAG IS WARPED t0O+00 TO
PTO PC ELEVATIONS CHART TAO*Ga
bi
aims'$
m
w
104+CA
103+CC
102-00
STATE PROJECT NUMBER: 8999-00-48
HWY. HELEN STREET NORTH
COUNTY:
ST. CROIX
SHEET NO 5 f"i E
NET LENGTH C047ERLJNE STA 52+DD.OD TO STA 56+00.00 MCI LF
N )tip
DAMES' BARNEVAN
816 ST CROIX Sr. N
PC STA 52+97,82
N - 4878.639
E - 5888.6659
ry
PT STA 53+2137
N - 4898.5548
E - 589& 9952
R/W
s
CP 140 >
-cR s
23' F-F I'v MR
N00`-47'-04'W 53+
SAN 5
NEW R/4 L(Nr
ry
uc
CURVE DATA aqa
T-I224* N37-36'-27^E
L-23.55'
C-2411*
638"-33"-o8'
ROGER DIFR,'O
902 ST CROIX ST K
STA 53+55.00
N 4925.2036
E 5916,5231
N 4997.8687 N 5092,5184
E 5867.8985 E 5886.9605
4 CURVE DATA R-29.00' PC STA 55+28,16
T-&73' N - 5021.5665
L-MW E - Maims
C-M71'
NIS'-57'-41-E PT STA 55+4511
0-197-34'-18' N - 5037.6336
E - 5W7119
STM-M 5
56+00
MICHAEL, D07SE771
815 S77. CROIX ST N,
JOHM RISHER
903 ST CROIX ST N,
PIA STA - 55+35 f SCALE:
P'A EMY - T70.67 t 0 10 20 40 80
AA ® 7.12
K - 4.78
fflims
ti
DIRT BERM TO BE WTR
CONSTRUCTED AROUND CNAL BORING AT 1% REQUIRED
STOIN MET DIRECTI
FOR THS SECTION OF STORU SEWER
6'
65 Do
0
Y ......... �-,Y,Y
SCALE:
0 10 20 40
80
KASK
4101HEL
2Pt lfELEM 57' N.
f
x STA 60+125, 9k0'
!!
<y
' GTE VALVE
9 - 6'x6 SEE
x r REDIKER .
- I - W GTE VALVE <
i SIA 60+26.7, 10' LT
10 LF - WTRLLAT
INSTALL HYDRANT :
tt
I - r GTE VALVE6'6
y6WIR
SEESILTT FEN
..
1SSA 6D1416
N 3687./bt6E 6785.7156
WTR WTR6 D076. 61+00 113 Gn t
Stu uH°
H
i
I
..
A
AM 1If
,P ��DE D VFN
HELEN
JRN HARKER ti
211 HELEN ST. N
STA 61+84.73 `^ T
E 6825.3780
:
S kmB-87
g
�--
6° AtN. SEPARA
pf»^--
WTR AN d STM NH 68
4
P
r y
0.
iCx
1` tQ
20HN S7' ORESF
_ 204 HELEN S7S7.
'. N.
JOHN 57. ORES
R04 HELEN ST N
,y.
RTLGGU/ y�y`+REC'KY
2l5 HEI.EN ST. N
4
M-
e:
5
i
CEORCE AMIN
214 HEMN 87 N
HEWN KASPK !AN BARREN
201 HELEN ST. Zu HELEN ST.
PT STA - 104+12,97
N - STA- 14+16, 0
E - 6M379D 25 LF $- SAWLAT STA, 105+86, LT
35 LT WTR;LA[ 35 LF 25 LF WER LAT SAN LAT
Er UK SEPARATION TIVEEN
STY WH 68 h wu
&7*�127 POP 0 1%
13
--------- - -
- - ----------
STU U 961+8105+qo —MN 6d / .- 3, 06+00
NOI*-3s-trw
......... SAN.
UM 12
77D
765
760
MUAM XOPECKY
1115 HAMEN ST
STA- 106+84,LT
25 LF - SAN LAT
35 LF - WTR LAT
STA, 10-�4�41, RT STA, LT STA. 106+61� RT
25 LF�- SAN LAT 25 LF - SAN LAT
2 3o-LF LAT ANT 15 LF - WTR LAT
V �r
I T7 r
STA IW44A IDAY FIT I _ f - 6FTEE
W, x 8M LL STjlos+951 RT
25 V - SAN LAT
15 lF - WTR LAT
.10HY ST URW
RICHA D UNDAN
Z10 H S I
F r
204 RMEN ST
HN S77 OREY RICHARD DUNCAN CrURCE KLFJN
4 HELEN S7 NET LENG�CENTERUNE STA 104+00L00 TO STA 109+00.00 - -loo LF Z10 HEZ" Sr Z14 HELEN ST
DA VID M
ely M7, T IV S
STA. 108+10, LT
25 LF - SAN LAT
35 LF - WTR LAT
-Ei- -24T--- -
i
R7BER7' RARGLUND
.703 HEM11 S7
N
L 61L 10.- 0" JRT STA. 107+94, T STA. 108+9*RT
25 LF T
ALMS - SAN 25 LF - SW LAT
15 LF - WTR CAT
IS LF - WTR LAT
DENNIS RYAN
.702 RELEY ST
NOTE" NELEN STREET MG IS WAWED FROM 100+00 TO 112+00,
CHARLE77E LFF REFIER TO TC ELEVADOMS CKART FOR STAWW-
111 Z16 REMV ST,
E141=2
STATE PROJECT NUMBER- 8999-00-48
HWY: HELEN
STREET
COUNTY:
ST. CROIX
SHEET NO:
RORKRT BERGLUND
=2 HELEN ST.
]
STA, 109+27, LT4
25 LF - SAN LAT
..
35 LF - WTR LAT
1�y
�f
i
L_
DA PID KAISER
CHRL57OPHER KORENT
315 Ha" S7
Q 3
RICHARD RALEY
ill HELEH ST.
007 MEN ST
NOSE,
STREET CSC WARPM FROM 1W+00
tt2+W,
r@
STY MET 65A
RUM TO TG EtEVA piART FOR ST
K
="
STA 110+)5,1, MW LT (BC)
RN(FL)»789.78
STA. 110+34, LT
®TB-°�.78
25 LF - SAN LAT
35 LF - WTR LAT r
r
STA. 111+09. LT
,z 25 LF - SAN LAT
$Tt 172+18 !!T
35 LF - WTR LAT "W
25 LF - SAN
).AT
&e t2' RCP O ix
35 LF - Wiia'.
T
_ ,._.e.... ._._
.t
Si4 INL 65A—..
a+
STM YN 6S ttt+
3 SAN !Q/ 14 ®s^^
tt2+00'
3
Cp 120
r RICKY LEAAUSN
I( 1004 SP. CROIX ST.
Awl
Mil
N�
Z'-..
R-175.00'
T-46.49'
t
A22 NF SJ6fPS N L-90.86°
JQ2 SY CRO/X C-89.86'
N 94'-51°-04' E
0-32-44'-26'
A-29`-45'`15.s"'
SYM w 74
STA
K.r^4
lE1d SET ..
r
WL 62A
r,
PI TA 114+33,46
N 92.580
E 6 9&690
ff-yu
RICK COALWE'LL
409 HFLE'N $T. N
BR STA. 119+00.1 I&V LT, T/C EL-78&62
STA, 116+63, LT
yr„ MR STA, 119+10.2, 24.13' LT, T/C EL-78&49
-;
25 LF - SAN LAT
ER STA. 119+10,4, 35.V L.T. T/C EL-788.36
y 33 LF - WTR LAT
RP SPA. 119+00.27, WOO' LT
R-11.50• (BACK)
'
Fp
--'S� `.� i ""
"� STA. 118+30, LTtVA�RNXAN_:
ST
(�
IH 16 �
25 LF —SAN LAT"W
u
�„ ,7.. 33 LF — WTR LAT
-
e*s'
STA .14, 6@
.y
MATCHH INTOttiTO EX. BIT, PYMT.ty
EL-787.5 (FIELD %V"
ro 29 43
42 �
. 1
STA. 116+54, RT '` . .. ....,. 36 F-F � . ;.,
25 LF - SAN LAT 7t8+18'......
33 LF - WTR LAT
sSTA. 117+05.0. 21V Ijf •.,
PE0 RAMP (TrP u a. 96TALL HYI"T
r": a 1 - V OAIt VALVE
3e STM INLET 74A 1 - 8-a6` TEE
6. TRIPMO (TYP �y STA 116+09.41, 1&50' RT (BC) 3T - 6® NYD LEAD
MA. 626 RLM(FL)-791.06
4 PC STA. 115+59.4$ NV-787'06
N 5018..5388 t4
E 679B.6331 `I
PT STA. 116450.30
N 5105.398D
E 682L6653 `
NET LENGTH CENTERLINE STA 114+00,00 TO STA 119+00.00 ; 500 LF
ROG
1101 S S7' L(CA'ZNAN
tPO! CRQlX S7 RICHARD JOHNSON _„ r 404 HFLFN Sr, N �.
2.5`
CHABms ®UNDY
41Z ffFLFN S7 N
° STA.. it8+49,i RT
25 LF L SAWLAT
17 LF' EttW1R LAT'
i t
1t9+CID
JA YSON 77=
478 HF.LFN S7' N
F"�l
---- LNO
STEYEN iLSHER £TA VTD K7NA'EYSTA. 128+1M 4% LT529 HELEN ST N INSTALL T
p t - 6" GATE VALE
fd STA 126+84.S. IDW RT t - 6"aC TEE
H - 8" x 22-1 10' - 8 HYD LEAD
60 LF-✓i WATUNJUN
H - 6" GATE Y VE S k 126+96A, 107
1 Wxr TEE
1 r GATE VALVE
BR STA 126+40.3, 18.5' LT, T/C a-794,77 0
'> R MR STA. 126+57.6 25,01' LT, T/C EL-79S05 '6
A 124+7r LT ER STA, 126+64,3 40.75' LT. T/C CL-79s.33 (M CH EX-)
STu
F21 LF - SAN LAT RP STA, 126+40. , 3&00' LT -+ m
33 LF WT;R LAT R-19.5- (BACK y A
STA. 125+83, LT PEDfRAW (TYP}
1s LF - SAN LAY 6-TPoFMN� (T a)
z5 33 LF - WTR LAT
50, R tt + m
U, � (1 ^� ® ... TM ML 790 x
GALEN NEUBAR771 DARREL N"7wUHK JOHN YONASH
25 TD rH 7033 XE8=,R ST. A`. } 533 HELEN ST A 537 HELEN ST A
TO FACE
STA 127+05,97. 5Z12' LT
MAT04 EX C&C { `
EL-794.57 ( YERtF'Y) {
` BR STA. .3 LT, T/C EL-794.53 STA 128+49. LT `
MR STA. 127+11,A, 25,3' LT, T/C EL-794.+5 30 LF -SAN LAT R/y
ER STA. 127+25.5, 19.5' LT, T/C EL-794. 40 LF - WTR LAT' RP STA. STA, 127+25.29, 39,00' LT `
j R-19.5' (BACK)
SAN MR 20
STA 129+0n0
14
05 _,-
_ -,TQ
:.. ...
H ,. �.. wrrt�: „�
f� - r r ..� - `-
3H' F F—R"u`�tWktt"_
wrR 2 .SAx
•
ij
....:...
...:._ rt.i.__,._
'fir
,.. h
STA 124+01Z 2�.5' RT
`ty
V 50' "' ---_e -
Rl-w
a ._..,...
WTR...�^r'-_
.�'.� �
INSTALL NroR,wI
STA, 124+68, RT
-•
1 - 6" GAPE VAL4£
29 LF- SAN LAT
`-..
S27+43,
1 - 8"s6" TEE f
17 LF - 1VLR LAT ,'
4 STA. 126+01, RT�r ',
t
_,
,. STA' RT
---^T""�--;,_::.. _ i 30 LF -SAN LAT
35 - 6' tI1D 1D
32 -SAN LAT nn �. f7
7T - WTR LAT aF+a`
`
�t
-•20 LF - WTR LAT
BR STA, 127+9&S, 19.5° RT, T/C EC-794.05
rev,,.
1'
MR STA, 128+1Z2, 25,3' RT, T/C EL-793.79 `
y
T 33 2
ER STA, 128+17& 39.28' BY. T/C EL-793.53 (WATCH EX)
ROGER EVERSON
{
E. BC 1 C STA. 126+26.50. 1&50' RT
L-66.
C-66.
RP STA. 127+98,32. 39,00' RT
(
52P HnSIV ST. N
j N 6007i5827
N 01 E
R.19.5' (BACK) 071"AN ZXUDA
/1
Vl E 7985.5705
D-26'- '- "
P702 RALO EAGLE RR
t
6-t °-2 "
E. BC PT STA, 728+87.68, 9.50' RT `4
(t
ttt THOMAS YUKOALA
DANPE PU ELL
N 6073,5890
NET LENGTH CEN7'-
TERLWE STA H24+�.Q0
�.
TO STA 729+�.00 500 LF
t 526 HELEN ST N
530 H N N
, E 7194,8692
w-K-4
SR STA, 128+55.0 3&6 RT, T/C EL.-793,56
;.:
(MATCH EX.)
'
MR STA. 128+60.8. 25,08' RT, T/C EL=793,63
7D C3 �,
ER STA. 128+74.5. 19.5' ST. T/C EL-793.70
RP STA 128+74.48, 39,00' RT
a p 0 [
R-19.5' (BACK)
�T'
STA 128+78.3, 22.5 RT
'..
INSTALLT
1 - 6' GATE YKF2
'A. /'ffi+455« 1CG0" NY
1 - 8'x6` TEE
tY - 6" Htp LEAD
- 8•8` 'x -TEE
- 8"�CAYGt YAIk[5
MICHAEL ZACHAR
" 8',;MATERMAWI
1703 BALD EAGLE RD
-5 v
785
780
ph'P
PPn
f�+�W �n
��h
�h
nW
M1W M1^
UFO ��m
124+00
125a 00
126+00
127+00
128,00
tt 129+00
STATE PROJECT NUMBER:
8999-00-48
HWY. HELEN STREET NORTH
COUNTY:
ST. CROlX
SHEET NO:
-----------
L
CP 153
A
z
T
5 Rj1Y
L
R IIN
I'N
WEBSTER STREET N.
:=j
SAMARY site
�19 =97 71 1
50 LF 0,40%
(VVWY wm 004m)�
EX SAN
RM.797M
OW-797,11 — —
— — — — — —
— —
y y
—PRAIRIE —DRIVE
KPXD FCRM V CMiCRETE aM & GUTTER 63 LF - SAN LAT
(NODENTAL M OJR8 & GUTTER CaMMCMM) 58 LF - WrR LAT/
OA VM ICW"
529 hWt" Sr
75NMER
A=WNN"Y
SCALE:
W=,?
10.70 WEEME? sr m
- - --------
- ---------
795
790
MEE
790
--------- - ---
. .........
......
...........
755
--------
------- ----
------- - ------
------
--- -------
----- ------
. .......
..
730
........
--
--------
......
---- -------
------- --- --- -
..... ..
------
------------
----- ---
---------- --- -
------
780
..... - ------ ....... ---- --
-----------
--------- -
--------- - --- ------
----
.-------
------ --
-------- --- - -----------
......
-- -- --
------ ---- ------------ -
- -------------
------- ------ --- ------ ------
--------- - --------
- ------
... ........
775
- ------
----
- ------ . .....
- ------
-- -------
---------------
-------- -- -----
770
--------- ----------
---------
- -----
- ------
-------
------------
---- - -- - --------- - -- -
- ------
.-----
------
- ------ ......
------ - ------
------
Z.- Z.-
-
---------
. ............
777:777777777777777=,
765
77777777�� --- -----
=z E
--------- ---
--:-:
------------
------- ------
.......
......
----- -
---------------
........
......
--------
-------
........ . .. . ........ --------
--v
-
------- --
---------
..... ..
---------
..............
--------
---- - --------
------
760
i4t
STATE PROJECT NUMBER; 8939-00-48
HWY: HELEN STREET NORiN
COUNTY: ST CROlX
SHEET NO: 5-27
E
a�
Vi CP 152
0
WAD FORM 20 a GUTTER
(INCIDENTAL TO OM & PUTTER CTKKi)
71+00
MIM
n�
t `
r
THOMAS NOT= im
PO/O PINE sr N !
c-
71+CC 72+0C 73+00
STATE PROJEOT NUMBER. 8999-00-48 HW`f; HELEN STREET NORTH COUNTY: ST. CROIX SHEET NO S 2 `1 E
T
1 m/H" U SPACES 0 3' —.y
I
'/8"-
nr'`o0
0
NOTE: CURB SOX HEIGHT ADJUSTABLE 6" TO 9"
TYPE 11H°
(APPROXIMATE WEIGHT 422 LBS.)
FRAME------ 175 LBS.
GRATE---.. 13B LBS.
CURB BOX.„...... 109 LBS.
11/a^ DIAGONAL BARS WITH 1 6/a" OPENINGS
SPECIAL GRATE FOR
TYPE "H°° COVER
(MEASURES 35 'I/a" X 17 T/'a" X 2"1
(APPROXIMATE WEIGHT 172 LBS.➢
GRATE »„„,........ ITS LBS.
(NOTED AS TYPE H-S ON DRAINAGE TABLE)
m
I
20"
,7_. 6 SPACES 0 3"
DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHP NOT SHOWN ON THIS DRAWING
SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND
THE APPLICABLE SPECIAL PROVISMNS.
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 DESIGNS MAKE PROVISION FOR EQUIVALENT CAPACITY AND STRENGTH.
ROUND FRAMES AND COVERS SHALL HAVE CONTINUOUSLY MACHINED BEARING
SURFACES TO PREVENT ROCKING AND RATTLING.
ARROWS THE ACTUAL WEIGHT OF COVERS MAY VARY WITHIN 5 PERCENT, PLUS OR MINUS, OF
THE APPROXIMATE WEIGHT.
U
NOTE: CURB BOX ADJUSTABLE 4` TO 9"
(APPROXIMATE WEIGHT 325 LBS.)
FRAME._....._... L57 CBS.
GRATE...._...._... 84 LBS.
CURB BOX. ... .»... 84 LBS.
I" DIAGONAL BARS
WITH L88/z" OPENINGS
m
SPECIAL GRATE FOR
•"A"
a COVER
fvlfl�pil AC
APPROVED
1010541_9_f
DATE
FHWA
S.D.D.8 A 5R16a
- 22
24 1/,"- r., �l Ile
22
4�6� IT
1 ye Y,
10,
I �-- 23"
D- - 35, 0
TYPE "B"
APPROXIMATE WEIGHT 395 LBSJ
FRAME---..--285 LBS.
GRATE-----. 110 LOS.
DIAGONAL SLOTS, SHALL BE ORIENTED
TO THE DIRECTION OF FLOW AS ILLUSTRATED.
GRATES ARE MANUFACTURED TO BE REVERSIBLE.
23"D
'A
3V
TYPE "C"
(APPROXIMATE WEIGHT 340 LBSJ
FRAME.....„.„.... 235 LBS.
GRATE..-.-..- 105 LES.
(APPROXIMATE GRATE WEIGHT 125 UBS.!
GRATE---125 LOS.
USE WHERE PEDESTRIAN OR BICYCLE TRAFFIC IS POSSIBLE.
NOTED AS TYPE B-A ON THE DRAINAGE TABLE
I' MAGONAL BARS WITH
I S,' OPENINGS
3- T7
13 N"
10 1 1/4 ig ve ---.4 U 9" I
-271, . - ---i I ----i �- 3 '14'
30 29
NOTE: CURB BOX HEIGHT ADJUSTABLE 6' TO 9'
TYPE "W'
APPROXIMATE WEIGHT 670 LBS.%
FRAME- ... --360 LEIS.
CRATE........... 160 LOS,
CURB SOX- ... - 150 LBS.
2
III
DETAILS OF CONSTRUCTION. MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING
SHALL CONFORM TO THE PERTINENT REQUIREMENTS 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 DESIGNS MAKE PROVISION FOR EQUIVALENT CAPACITY AND STRENGTH
ROUND FRAMES AND COVERS SHALL HAVE CONTINUOUSLY MACHINED BEARING
SURFACES TO PREVENT ROCKING AND RATTLING.
THE ACTUAL WEIGHT OF COVERS MAY VARY WITHIN 5 PERCENT, PLUS OR MINUS. OF
THE APPROXIMATE WEIGHT.
I I/A
1;��j
7-2"
ALTERNATIVE TYPE "MS"
IAPPROXIMATE GRATE WEIGHT 365 LSSJ
GRATE---..-.365 LBS.
TYPE "MS"
(APPROXIMATE CRATE WEIGHT 270 LBS.)
GRATE--.. -270 LBS.
USE ON FREEWAYS AND EXPRESSWAYS
NOTED AS TYPE MS ON DRAINAGE TABLE
INLET COVERS
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
IN
No, 4 More - 6' C-C
No, 4
Bats
n"
4 Bars TV C-C
HALF SECTION A -A
Reinforced Concrete Top
(Show,h) or Precast Reinforced
Concrete Flat Slab Top
No. 4 Bars - 12' C-C
=10
Min, Close
I in./ft,—
Gross A
Concrete
Split Pipe or � fki, 4 Stre 12- C-r to 12 ° depth
to., concrete 6" C-C over 12'to 25°depth
to fit
Precast Reinforced Concrete
Eccentric or Concentric, Top
(See "General Notes')
Precast Reinforced
Concrete Risers
Min. Slope v
I in./ft.
a Grade A
Concrete
4' Min,
V" Min,
—T—
split Fire or to" to, 4 Box. 12- C-C to 121 depth
concrete to fit � 6S C-C over 12' to 25°, deoth
Came
--T 9'sond
un
4i« Min.-
6.
6.
Mortar Bevel 45-
1, Ceseent
Plaster Coat
12. (D
Min. Slope
4' Min,
Split Pipe as tons
No. 4 Bars - 12" C''Z to 12' mothconcrete
to fit
6- C,C over 121 to 251 depth GradsA j
Concrete
CONCRETE BLOCK
N,
LWWLi L i �41�
Details of construction, �,terials and workmanship not Shown on this drawing
Still conform to the pertinent requi.wents of the Standard Specifications
and the onalicoble Special Provisions,
Detailed drawings for proposed alternate designs fix, underground drainage
structuxer small the submitted to the Engineer for shchaval providing that
such alternate designs make provision for equivalent capacity and strength,
All drainage structures are designated on the place as "Manholes 1,C%
"Catch Sarx" I-Bm, "Inlets 3-M% etc, The first digit designates the masonry
portion of the structure, and the following letter designates the type of
cover to be used to carsorise the coriblete unit.
Precast Rirf,grrd,8.ms shall be placed on . end of notarial at least 6
inches in death, which mats the for granular RackfLU.' This
bedding Shall be Co, ctrd and Provide h,f., support for top entire area
of the base.
Precast Reinforces Cohrmm Come Tops (Eccentric cor Concentric) may be used
on concrete block structures. The Come Tons small be installed on a bed of mrtaT,
Eccentric Con. Tops say as used on all structures, and Concentric Cone Tops
shall be used only on structures' 5 feet or lr,s in depth, unless otherwise
directed by the Engineer.
Steps meting the fallowing requiromments shall be installed in all structures
over 5 feet in depth: 16 inch C,C spacing; U01dot - sculshir clear
distance of 4 inches fr= the wall at the point Of e-tdpmmt: mini— length
of 10 inches; rin2nnn. wall. ebedmsnt of 3 inches; and No capable of supporting
a ccoartrated load of TOG lbn, Ferrous metal steps not pointed of treated to
resist corrosion shall have a mini �, gross sectsomil dimusion of I inch.
Solid Alucim. steps shall have . xdhsxmn cin" sectimll dimension of D.75 inch,
Alw.rhor surfaces to be ebedded in concrete Ot,all or given one chat of suitable
quality paint, such as sibe chrocate, Prinsir girlorang to Federal specification
TT-P-645 or equivalent. Steps of approved PolyarcpIsm plastic coated reinforce -
rent ber will as acceptible.
All bar steel minforcer me smoll has grInewanci 2 xrobsess clear unless otherwise
shown or rested,
Precast Reinforced Concrete Risers my he. placed with tongue up or down.
All precast Inlet Units shall conform to the pertinent ren.trecerts of AeSgC`G
Designation M 199,
Use 2'-0" dishoster owning with Tyree "V, -L' add `J- covers, or 3'-0- diameter
with Type W and sM- covers.
(D 2 Causes. 6- blank,
MANHOLES TYPE I
State of Wisconsin
Department of Transponatm
62031
„-SEE DETAIL -A-
I AST RCOAT 7
S”
4
GENERAL NOTES
*SELECTION OF SQUARE
OR CIRCULAR
DESIGN WILL BE BASED
ON THE PIPE
M
CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE
SIZES AND THE INLET COVER BEING
61 WIN
SPECIAL PROVISIONS.
UTILIZED
B-
1*20" il�
CONCRETE
DETAILED DRAWINGS FOR PROPOSED ALTERNATE DESIGNS FOR UNDERGROUND DRAINAGE STRUCTURES
BLOCK
SMALL BE SUBMITTED TO THE ENGNE-ER FOR APPROVAL PROVIDING THAT SUCH ALTERNATE DESIGNS
z
MAKE PROVISION FOR EQUIVALENT CAPACITY AND STRENGTH.
CONSTRUCTION
o
CONSTRUCTION
DISCHARGE
ALL PRECAST INLET UNITS SMALL CONFORM TO THE PERTINENT REOUREIVENTS ',,- AASHTO
JOINT ONLY ON
JOINT ONLY ON
PIPE
DESIGNATION V 199C
CAST
CAST -IN -PLACE
CAST-04-PLACE
DISCHARGE
-,j
MORTAR
-MORTAR
BED
ALL DRAINAGE STRUCTURES ARE DESIGNATED ON 714E PLANS AS 'MANHOLES I-C", 'CATCH BASINS
MORTAR
PIPE'-'
P I
4' MIN.
4' MIN,
I-B". 'INLETS 3-14", ETC. THE FIRST DIGIT DESIGNATES THE MASONRY PORTION OF THE STRUCTURE,
-
61 WX
o
MN.
AND THE FOLLOWING LETTER DESIGNATES THE TYPE OF COVER TO BE USED TO COMPRISE THE
COMPLETE UNIT,
WITH
MORTAR
PRECAST REINFORCED BASES SHALL BE PLACED ON A BED OF MATERIAL AT LEAST 6 INCHES IN DEPTH,
_T
WKCH MEETS THE REQUIREMENTS OF GRANULAR BACKFTUL. THIS BEDDING SHALL BE COMPACTED AND
WIRE FABRIC
PROVIDE UNIFORM SUPPORT FOR THE ENTIRE AREA OF THE BASE,
_-WELDED
6 A 6-
W23 X W2.9
PRECAST REINFORCED CONCRETE FLAT SLAB TOPS MAY BE USED ON THE STRUCTURES, THE TOPS
MONOLITHIC
CONCRETE
REINFORCED
PRECAST
SMALL BE INSTALLED ON A BED OF MORTAR,
CONCRETE
BLOCK
CONCRETE
REINFORCED
"A"
CONCRETE
ALL BAR STEEL REINFORCEMENT SHALL BE EMBEDDED 2 INCHES CLEAR UNLESS OTHERWISE SHOWN OR NOTED,
DETAIL
INLETS
TYPE 1
PRECAST REINFORCED CONCRETE RISERS SHALL BE PLACED WITH TONGUE DOWN.
(D
USE 2'-6" OPENING FOR TYPE 2 INLETS, T-O' OPENING FOR TYPE 3 INLETS. AND 2'-SC' FOR TYPE 4 INLETS-
(D
USE 2'-0" OPENING FOR TYPE L 2 & 3 INLETS, S-6'/2 OPENING FOR TYPE 4 INLETS.
PRECAST REINFORCED
PRECAST REINFORCED
CONCRETE FLAT SLAB TOP
CONCRETE FLAT SLAB TOP
11
NO.4 BARS
A
40.4 BARS
PLAN
VIEW
PLAN VIEW
6' M1%
CONCRETE
BLOCK
CEMENT
PLASTER —
COAT
CONSTRUCTION
JOINT ONLY ON- DISCHARGE
CAST -IN -PLACE ppl,
I
Ed
z
O
T CONSTRUCTION
JOINT CNIL Y ON R DISCHARGE
CAST -IN -PLACE
PIPE
SEE DETAIL "A"
-MORTAR
m1t
MORTAR
6" NO BED
V-7 7
_T
MONOLI I RIC CONCRETE \ WELDED WIRE FABRIC f.' REINFORCED PRECAST
CONCRETE BLOCK
SECTION A -A
6-
C D
c 0F4 1. 1 1
MIN,
PLAN VIEW
6' M1%
CONCRETE 5»
BLOCK
PLAN VIEW
CEMENT
PLASTER JCOA
CONSTRUCTION DISCHARGE
JOINT ONLY ON DISCHARGE PIPE
CAST -IN -PLACE PIPE
MORTAR--- 7
L
TVN.
6. MIX
CONCRETE REINFORCED
CONCRETE
SECTION B-B
INLETS TYPE 2, 3 & 4
a
WELDED WIRE FABRIC
6 X 6- W2,9 X W2.9
MONOLITHIC CONCRETE PRECAST REINFORCED
CONCRETE BLOCK REINFORCED CONCRETE
CONCRETE
SECTION C-C SECTION D-D
CONSTRUCTION
JOINT ONLY ON
CAST -IN -PLACE
61 MNI
-L ' rx,.". v.�"
CtFR6 FACE
6" F4"MAX.R
"lFT. SLOPE 6" MN,Q
TYPES A & D
t7/ pl6—Y" R
22"
T' R
6" 4
,,..— Y,-/FT. SLOPE
T-I 2
6"MK
Q
TYPES G & J
�3'R�,./FT� SLOPE
3"R2
TYPES K & L
5�.
2"'_3" ft
6" 2"_3"R
0 6^
OPTIONAL CURB SHAPE
(D
FOR TYPES K & L
_�ra��a�yrlr;�cr��Il
�?WCONCRE7E
J A
#NEW CURB & GUTTER.
SURFACE DRAINS,
EXISTING CONCRETE PAVEMENT
CONCRETE OR OTHER NEW CONCRETE.
PLAN VIEW \ NO.6 X ;2' DEF.BARS
\ SPACED Y-0" C-C.
INSTALLED ON 6:t SKEW
/ HORIZONTALLY'. DIRECTION
OF SKEW ALTERNATING AFTER
*NEW EVERY ONE OR TWO BARS.
CONCRETE—\ f
THE HOLE FOR THE BAR SHALL
® BE DRILLED TO A DEPTH OF
7' AND TO SUCH A DIAMETER
c / AS TO PROVIDE A TIGHT
I " / .'_.!_° DRIVEN FIT
'/2 THICKNESS l
OF NEW
CONCRETE _ EXISTING
CONCRETE
Fm
6" * �.._ }'#"/FT. SLOPE
a .a
2
"
IS' MOUNTABLE CURB)
14- .,.._ )','/FT. SLOPE
4 �® • " 2
6" M(N,�
a (A- MOUNTABLE CURB) q
i
TYPES A & D
CONCRETE CURB & GUTTER 36"
ENTRANCE CURB
SLOPE VARIABLE
a i
DRIVEWAY ENTRANCE CURB
(WHEN DIRECTED BY THE ENGINEER)
21
mw
f/i"FFT. BATTER. FACE OF CURB
(ABOVE ADJACENT PAVEMENT)
N0.4 X 2'-O"OEF. TIE
BARS SPACED T-O"C-C
GENERAL NOTES
DETAILS OF CONSTRUCTION. MATERIALS AND WORKMANS14P NOT SHOWN ON THIS DRAWING
$HALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE CONTRACT,
PAVEMENT TIES AND TIE BARS SHALL BE EPDXY COATED IN CONFORMANCE WITH SUBSECTION
5052.6.2 OF THE STANDARD SPECIFICATIONS.
INTEGRAL CURB & CUTTER $HALL 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 CUTTER.
WHERE THE TRANSVERSE JOINTS IN THE PAVEMENT ARE REOU2ED 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
$HALL BE INCIDENTAL TO THE ITEM CONCRETE CURB AND CUTTER,
UNLESS OTHERWISE SHOWN ON THE TYPICAL CROSS SECTIONS, THE BASE COURSE AND
UNCLASSIFIED EXCAVATION LIMITS ARE. 2'-O" BEHIND THE BACK OF CURBS.
r!�f, TIE BARS ARE REQUIRED FOR CURB AND GUTTER TYPES A.G AND K,
THE BOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED EITHER LEVEL OR PARALLEL TO THE
SLOPE OF THE SUBGRADE OR BASE COURSE PROVIDED A 6' MINIMUM GUTTER THICKNESS IS MAINTAINED.
Q WHEN REVERSE SLOPE GUTTER IS REQUIRED, THE LOCATION(S) WILL BE SHOWN ELSEWHERE IN
THE PLAN.
NO,4 X 2"_O^TIE BARS
SPACED AT 3`-O"C-C
THICKNESS
OF GUTTER ADJACENT
PAVEMENT
CONCRETE CURB - "
& GUTTER
O
TYPICAL TIE BAR LOCATION
9
#
t i4Cil
4°
4 X 2 O"QEF. TIE
S SPACED 3"-O"C_C
LONGITUDINAL JOINT
IS NOT REQUIRED
SAME PAY LIMITS
1 AS CURB & CUTTER PAVEMENT
(— SLOPE
JCIFT. SLOPE
6" a ."sPAVEMENT
„ ., THICKNESS
PARTIAL SECTION OF PAVEMENT
WITH INTEGRAL CURB & GUTTER
SAME SLOPE AS
ADJACENT PAVEMENT_
d
REVERSE SLOPE GUTTER
(TYPICAL FOR ALL CURB & GUTTER TYPES)
tarzace Conczate
table Sido.alk
'Yarl2blb /
t\tl l
r `
Terrace
YaTiable
r'TA
,,.-Textured suz (ace
l ®t Alterrete
A !1 contra'-'tion
Joint
concrete
/ Sid ... Ik
ram! !radio$
'�' optional
� Terrace
! variabl*
y
A
r
hie
PLAN VIEW
TYPE i RAMP
(CENTER OF CORNER RADIUS!
Concrete
sida.alk
fta4t13}$ f„.
iSC aY# brW(rtlfl4 6n
3' b�a
$1.9P1Pi9 durfMY
va
®.•!�-C
B
,*i.
B
s1PPa
Concrete
L3�.4°
t �
�variable
sidewalk
{
^ T..tLLred 54rfaca
Terrace
variable
J 3a.4°
PLAN VIEW
TYPE 2 RAMP
CON LINE WITH SIVTWAL0
i.' OcI ete
side.alk�
PLAN VIEW
TYPE 1-A RAMP
(NO TERRACE)
v),, r"
Fbrnal Sxtle r
P pR
^
°.tfkY'mal $1®S^t
®alk Apron
walk Apron -
y.
l°•6" Mj.n. - 3'•4°
go �4" MBA.
MAA,
VIEW A -A
r"q,04 ft/ft
i(- ferrate varlabla = * Sidewalk Yarxable* ,..®.0?. Pt/Pt
Slone -
13
PXidth stcen eIS"hele
Alternate floe
is the Plans.
lane (Type, I•A
& Type 31
SECTION B-B
a° E*,NwI0N JODNls -S
CONrRACTION a ODM
Location of joint* ry be varied
frzm those, *loan to better tit
site can4itia+* amvor local
governownt Preference.
I�—Y*YSaCe ,CpnCTaAe
6 vaz xable I Sid ... lk
I 3�m4"----I
th
�d-
"^.1
\
f
AS t2T nat9
"�- flaw line
B
.g
^x
J
4B
{
3' 4"
I �
Yextured surface'x'r' Concrete
Sxde.alk
f
^�'^ T®S'YdC@
a/kc" varl able
PLAN VIEW
TYPE 3 RAMP
t OUTSIDE OF CROSSWALK AREA!
retails Of constr.'tid,' dtfl Lldts and norknZothIPrOt Shn"h cn th3S draelna
shall ern(orm, to the pertlnent rerlir—ts of the Stand Td SPeei Eicatlons
and the applicable Spacial Fr.visions.
Parvps shall be built at 12;1 Or flatter, who.. nece".,,, the sideealk elevation
mdy bC loeered to net the elan Mint On the ToOn'
Type 1 or Type, 1-4 Rsps shall have a normal sideealy ..... and Cvrb On Moth
sides of ramp
co" Pa^JS Shall be. ` .'o'ed and paid for a5 CQnc ete SXdpe:Ylk and C011yete
Curb and Gutter.
Surface texturing shall consist Of linear impressiOnS 3PprOx3md tCIY inch to
&.loon in depth and ,Idth, 9,,,red to provide a un3fPrm. pattern of did the
$napes reasurin9 appraxiratalY 11 inches in eidth by 2a inches in len4th, nxth
the length being parallel to the direction Of pedest T'lan rccver•en4. This surface
t, UTe 'dy ho anhieved by Sm "'S5 n4 O'd re^nvin!f a ....0 Of expanded i"@tat
regular industrial mesh lot, the svrfack of the ramp child the Poncreth Ss V,
,^� a plastic state.
0�1 The rasp $Fall to bordered cn bath sides arxt on the No"11Ily�e thit"'hth
. stripe
ide
yell.. stripe or with brick of a contrasting e:oICT.
alternate mill be used. the munlcapal i.tY or the^ decartlt will aptly this sxrlp-
ina unless otherwise seccifled in the cch".pt.
If a fhh1ca0.a I1ty reGU3TCs "a brick alternate.. ^vpP.C3J1 detatl5 and prcalslO's
are sh,h,o elsemhex@ in the Plans,
ROADWAY ---- _
Ii
SHOULDER W
=s LOP U-111
a r
S
4 etl'
**GEOTEXTILE FABRIC
Moir" �_ PLAN VIEW
TYPICAL APPLICATION OF
GEOI
FABF
NOTE: ADDITIONAL POST DEPTH C
MAY BE PEOUIRED IN UNSTABLE SOLD
SILT FENCE
- .--ROADWAY—_—_�----ROADWAY —.-.-----
SHOULDER ( �SHOU�LDEaR TT
I�
TTH
iLT
DC-D_is
O�a 111_-1— e lN5LOPE
SHOULDER
�1
SITUATION 1
f
SITUATION 2
PLAN ,.
SILT FENCE AT MEDIAN SURFACE DRAINS
'DST SPACING ALLOWED eF A
GEOTEXTILE FABRIC IS USED.
FABRIC
FLOW DIRECTION
EXCESS T f
FABRIC """"1 -'IJ„4''I'
TRENCH DETAIL
GENERAL NOTES
DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO
THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND
APPLICABLE SPECIAL PROV4SIONS.
(D! HORIZONTAL BRACE REOWRED WITH r X 4'' WOODEN FRAME OR EQUIVALENT
AT TOP OF POSTS.
(2) TRENCH SHALL BE A MINIMUM OF 4" WIDE & B" DEEP TO BURY
AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT
TRENCH AND BACKFtL & COMPACT TRENCH WITH EXCAVATED SOLL
S�, WOOD POSTS SHALL BE A MINMUM SIZE OF I'/a" X i'/y" OF OAK OR HICKORY.
SILT FENCE TO EXTEND ACROSS THE TOP OF THE PIPE.
TIEBACK BETWEEN
POST AND ANCHOR
SILT —
FENCE
FLOW DIRECTION--.-
ANCHOR STAKE
MN. 18' LONG
SILT FENCE TIE BACK
(WHEN REQUIRED BY THE ENGINEER?
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
APPROVED —
DATE CHIEF ROADWAY DEVELOPMENT ENGINEER
MWA
S.D.D.8 E 9-5
0
METAL APRON ENDWALLS
PIPE
E
MIN. THICK,
ONENSIONS
(Inches)
APPROX
BODY
OIL
ranches)
A B H
� L
LI L2 w
SLOPE
TAL
IXI
STEELALUM.am
It Xj
tmAx.) (in
r' ON'
1111/2')
(3) HIIE-)
12
1 2
.06!
x6o
6
6
6
6
6
21
2'
12
'2
PI
24
2VtQ I
I III
1 5
15
.064
.060
7
!_
8
8
6
6
-21
i6-
- _iA
14
21Y,
30
2Vzt0 I
IP�
IS
fD
-:66-4
.0-60
_
8
10
_
3 1
-Til-
15
15
8'/,
36
T_p_c7
2 1
21
.664
.060
9
9
12
12
6
36
3 6
18
IS'
9 8
42
V/Fto I
I Pc.
24
2
�064
_(F�
0
10
13
13
_167
4-1
4 1
IS
IS
114
48
2-12to I
(Pc.
30
3 0
JOT9
5
12
IS
16
1
8
_ - 1
511
�l
18
60
2V2tO I
I PC'
_3�_6
.0-79
1
_jj
9
—9
—60
24
59Y,
72
2'/zto 1
2 PC.
42
H-09-
16
JA
22
it
6,
69
24
755
84
2/,to 1
2 PC.
A a
IT
JOB,
A615-va-
IS
TF
2 7
1-2
78
7
90
2/. 1
TPC.
54
"09
to
30
2
84
30
_102
2/00 13
PC,
8
1
1-2
7
_8!U&
114
2 to 1
3 Pc-
66
UO9.
-
3 6
_2
L20
-
_E6
2 to 1
-
3 PC.
i2
.109.
18
1
_
3 9
12
87
T�o T
7o�
78_
- BY
IS
IS
_
-4i-
4 2
1-2
2
73-
1/� t �ol
8_4
IF
18
45
5
12
_6T
138
V1,to 1
3 PC.,
90
9.
1,
IS
37
Ii
Bpi
144
1
3 PC.
96
IS
IS
5
35
12
8
50
I'/,to 1
3 PC.
EXCEPT CENTER PANEL
SEE GENERAL NOTES
DI A.
I —1
G
REINFORCED
hL EDGE (SEE
4 SECTION A -A)
A A
If
REINFORCED CONCRETE AI-II;ON ENDWALLS
PIPE
DIVERSION S OIY'Cj'e"�
APPROX,
DIA_
'
T
AT
IS
-
c
a
E
G
SLOPE
ORD
IF
2
4
24
72 Y�
24
2
to I
To
Z:� 4
4
b
27
46
T 3
30
2
3 to 1
T8
2
2-7—
_46_
73
36
3 to I
2
9
36
j_
73
'A 2
2
3 to t
_G'
Z Z4
41
3
7
�3jz
_30. . .—
73
IV__
7
48
3
3 to I
27
3 4
4
49
24
73
S_
to
SO—
3
12
54
DIJ IF,
7 3YIL
60
Jy2_
TO
0
i—L
3 3 6
4
1_-
72
4
3 to I
42
4'
21
63
_334
35
_9TYA
98
m
:K7j-
]j:L_ L
4B
5
24
T2
26
9B
84
5
3 to t
54
V/z
27
65
Z �-5
_,DID
go
B/,
2�, to 1
60
6
30-35
60
39
99
96
5
TTo_,
6 6
(V/2
I/V
SO
?A-3q
TE-TS
TIT IF*
99
102
5/,
2 to t
72
7
7
24-36
78
21
99
108
6
2 to I
7-8
T/_1
* _*�
24 36
78
21
99
114
IS4,
2 to I
8
a
36
21
rx/l
120
6',7,
1
90
SV2
41
STY,
24
111112
132
D/z
f/2tO I
PLAN
VIEW
END CORNER PLATES MAY
BE FASTENED TO APRON
PROPER BY BOLTS, RIVETS,
OR RESISTANCE SPOT
WELDS WHICH WILL HOLD
THE SURFACES TIGHTLY
DIA,
TOGETHER
END CORNER
PLATE
_T
Y*- DTA. HOLES FOR
BOLTS OR RIVETS- -
- - -
- - -
TOE PLATE (SAME THICKNESS
AND METAL AS APRONDSHALL
12' C-C MAX, SPACING
--- W -
22*
-BE FURNISHED WHEN CALLED
END
VIEW
FOR ON THE PLANS
*MINIMUM
"MAXIMUM
D
C
OPTIDNAL_'�
DESIGN
E
9w
T"H'
I 1/7" R
END VIEW
GROOVED END ON OUTLET ENO SECTION
SHOULDER TONGUE END ON INLET END SECTION
SLOP L CULVERT
SLOPE
SLOPE
I MEASURED L ENGTH END SECTION
OF CULVERT (TO -,"
D11 NEAREST FOOTI BAR OR STEEL FABRIC _T
FLOW REINFORCEMENT A
LINE
T
LONGITUDINAL SECTION
SIDE ELEVATION CONCRETE ENDWALLS
METAL ENDWALLS
r *:BE, 2 GA. o.109'
THICK) GALVANIZED STRAF
WITH STANDARD 0' X
BAND BOLT AND NUT
0 1 .
THREADED 74' DIA, ROD __ PPE
AROUND CULVERT & THROUGH CONNECTOR
TANK TYPE CONNECTOR LUG LUG
OR ALTERNATE CONNECTOR
STRAP (SEE DETAIL)
MEASURED LENGTH
OF CULVERT
TYPE I
FOR 12' THRU 24' CORR. PIPE
THREADED 7,' ISA. ROD
OVER TOP OF APRON. ROD HOLDER
LUGS TO BE MYETED To
APRON
MEASURED LENGTH
OF CULVERT
TYPE 2
FOR 30" THRU 96' COREL PIPE
MEASURED LENGTH
OF CULVERT
COUPLING BAND
RECUIRED
CONNECTOR SECTION
CONNECTOR SECTION RIVETED OR
TO BE PAT BOLTED
PART OF E
TYPE 3
FOR 42' THRU 96- CORP. PIPE
DIMPLED OR CORRUGATED 4 - '12" X "
COUPLING BAND 'BAND BOLTS
RIVETED OR BOLTED AT ME ASCRED
DIMPLES E" C-C FOR LENGTH
CORRUGATED BAND) OF CULVERT
TYPE 5
ALTERNATE FOR:
ALL SIZES CORRUGATED CIRCULAR PIPE
NOTE: DIMPLED BAND FITS OVER OUTSIDE OF ENDWALL.
AND CORRUGATED BAND FITS INSIDE EFTDWALL.
DIMPLED BAND MAY BE USED WITH HELICALLY
CORRUGATED PIPE.
FOR CIRCUMFERENTMLLY CORRUGATED PIPE USE
ENOWALL CONNECTION DETAILS 1, 2.3 OR 5
AS APPLICABLE,
FOR HELICALLY CORRUGATED PIPE USE ENCKALL
CONNECTION BE:tAkS L 2 OR 5,
FOR HELICALLY CORRUGATED PIPES WITH TWO
CIRCUMFERENTIAL CORRUGATIONS AT EACH END
USE ENOWALL CONNECTION DETAILS 4 2 OR 3.
CONNECTION DETAILS
0.109' THICK GALV. STEEL OR
0,109" THICK ALUMINUM
APRON %" CIA. RIVETS SPACED
SrDEWAL 0 6", C-C
SHEET r O.C. X 0.079" THICK GALV.
STEEL OR 0.075" THICK ALUM.
TUBING SLIPPED OVER SHEET
AND RIVETS PRIOR TO FASRI-
CATION OF THE END SECTION
%- Olk X '/,- GALV. STEEL OR
N.-.—ALUNUOUTTONYTEAD RIVETS
SPACED AT 6' C-C. OVER -
LENGTH OF RIVET x Q,DU'
=2 FL %- R.
OUTSIDE OF APRON
SIDEWALL SHEET
EDGE OF SOEWALL SHEET MINIMUM Y,' Mk GALV. STEEL ROD
�ROLLED SNUGLY AGAINST OR NO.4 GALV. REINFORCING BAR
STEEL ROD
EtLAPPROX�I,
DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON
THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE
STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROYHVONS.
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 0.138- CENTER PANELS. ALL
THREE PIECE ALUMINUM APRON ENOWALLS FOR 60' DIAMETER PIPE AND
LARGER SHALL HAVE 0,105" SIDES AND 0434- 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 ENOWALL 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 ALUVYIUM
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,
FOR PIPE SIZES UP TO 60" DIAMETER, A IBC' ROLLED EDGE MAY BE USED
INSTEAD OF STEEL ROD REINFORCEMENT, SEE SECTION A -A,
z).Lj.u. o r i-ii
--STATE OF WISON I
F TRANSPORTATION-
EDEPARTMENT OC
B-40-400
(D
BUILT 2001
m
I
FOR MULTI -UNIT STRUCTURES
LINE 3 ABOVE SHALL READ
5 e BRIDGE -- C m CULVERT UNIT NO. FOR MULTIPLE
R = RETANING WALL UNIT BRIDGE
COUNTY NO BRIDGE N(L
B-110-400-1A
WHEN THE PLATE IS
ATTACHED TO METAL.
DELETE THE ANCHOR -
LUGS AND DRILL A
1/," 0 HOLE,
I
(D ADHERE ANCHOR !
PRECAST RETANIP
WITH EPDXY RES11'
GENERAL NOTES
NAME PLATES TO BE INSTALLED ON BRIDGES, CULVERTS, AND RETAN�NG WALLS SHALL
CONFORM TO THE REQUIREMENTS OF SECTION 6062.4 OF THE STANDARD SPECIFICATIONS,
THE BRIDGE NUMBER AND YEAR BUILT SHORN ON THIS DRAWING ARE EXAMPLES
011-Y, SEE CONSTRUCTION PLANS FOR INDIVIDUAL NUMBERING AND YEAR BUILT..
(D EPDXY RESIN SHALL BE FROM AN APPROVED MANUFACTURER AND USED IN ACCORDANCE
WITH MANUFACTURER'S RECOMWENDAPONS.
(2) RENASrLITATUN OF AN EXISTING STRUCTURE SHOULD USE THE DATE OF ORIGINAL STRUCTURE
CONSTRUCTION.
ti
19
ALTERNATE LUG
'FOR ATTACHMENT TO PRECAST STRUCTURESI
AS
ON
LOCATION OF CON -
ELIMINATE MR SPACES -. V 1_
BY WATERING AND ADDING ♦—d
SOL AS REORRED
MACHINE MOVED
HFTGHT
MIDWAY
HEGHT
m
CHART
NOIE.MEASUREMENTS ARE
SPECIFIED ON RANT DATA
CHART
TREE OVER
TO 4-CALIPER
_..{! AND POT
�ALLLL " II.. POT 6R4 DEPTH
ROOT
DIAMETER DIAMETER
L-- - - MEASURING ------
BALL. TOP VIEW
E
FORM FIGURE 8 ,
AROUND STAKE AND
THEE TRUNK
DECIDUOUS TREES
COMPACTED DACKFL
MATERIAL OR
PREPARED SCb.
LOCATION OF CONTROLLED
RELEASE FERTILIZER
UNHS,1F SPECIFIED
DIAMETER OF MT.CHED
AREA AS SPECIFIED
ON PLANT DATA CHART
SAAETED A5
SPECIFIED ON
BALLED AND BURLAPPED,
BARE ROOT,POTTED
DR CONTAINER GROWN
BALL
o
\_.
`.-3 STAPLES
TOP VIEW
ALUMINUM WIDOW
SCREEN (DOUBLED)
STARES CLINCHED
APPROX.THREE ROWS
L- RODENT PROTECTION -]
TOP VIEW
WINE kiTH TRUNK
PROTECTION
STARE
EVERGREENS
BRACING STAKE
D SHALL BE DRIVEN INTO THE GROUND
AS CLOSE TO THE TREE AS POSSIBLE
WITHOUT DAMAGING THE BRANCHES.
2)MAY BE DRIVEN AT SUCH AN AWAE
THAI IT DOES NOT PENETRATE THE
BALL OR POT,
31 SHALL NOT PROTRUDE ABOVE THE TOP
OF THE THEE;. AND
41SNALL HAVE A HOLE NEAR THE TOP
TO HOLD THE TREE IN RACE„
TH AS SPECIFIED
RANT DATA CHART
Irt#.11'1111AW]
ACCOMMODATE ROOTS
(SMOOTH AND STAG14ORN SUMAC)
TED AT TOP,
4.DDLE, AND BOTTOM
l
f
L WRAPPING -1
D ENGINEER SHALL. REMUE 3 SLITS IN
POT TO SPEED DETERIORATION
21METAL,RASTE OR OTHER NONDEGRADABLE
POTS SHALL BE REMOVED PRIOR TO PLANTING
SPACING DISTANCE
BETWEEN PRANT'S
MULCH MATERIAL
,EDGE OF RANT BED
E TR AS
SPECIFED
4 _O! RANT
COMPACTED BACKFLL! ATA CHART
MATERIAL OR PREPARED
SOL
PREPARED BED
(BARE ROOT AND POTTED)
TOP VIEW
F ONE SHAFT M REQUIRED
RANT HOLE APPROXIMATE LOCATIONS
E TWO SHAFTS ARE REOUIRED
MULCH SPREAD EXCAVATED MATERIAL
BACKE ALL MATERIAL� PLANNTSFROLE OVER BOTTOM OF
j SHAFT DEPTH F POROUS
�j MATERIALS ENCOUNTERED
"-- POROUS YEN
NOTE:
DRAINAGE SHAFT AS SPECIFIED ON
PLANT DATA CHART
PRUDE GROWTH AS
INDICATED BY
.�--- .-- DRAINING----------------"�
DOTTED LINES
PRIDE LEAST
F
NOTE: WHEN PRUNING, PRESERVE CHARACTER AND OF
,."--VIGOROUS
SHAPE OF TREE, AVOID LEAVING STUBS - REMOVE TWO LEADERS
BRANCH OR TWO BACK TO THE NEAREST CROTCH.: BACK TO MAN
IT PRUNE TO REMOVE DEAD AND BROKEN BRANCHES ,m'; TRtWde
2)PRUNF TO REMOVE BRANCHES THAT TOUCH OR
ARE TOO CLOSE TO OTHER BRANCHES
�- z
_w n
REMOVE
BROKEN
L
BRANCHES
SINGLE STEMMED
FALL DECIDUOUS LOW DECIDUOUS
MULTI -STEMMED
LOW DECIDUOUS SHRUBS SUMAC TREE TYPE EVERGREENS
TREES TREES
TREES OR (GRAY DOGWOOD R'NE, SPRUCE. FIRS
(ASH. MAPLE. LINDEN, OAKS (CRABARROWWC�
OTHER
EVERGREENS USUALLY
SHRUBS
SAME STEM
5NO.E STEM TXPEb
THOTOLLARGE ARE NOT PRUNED
R9AWTHORN. SERAnCEBERRVY
__ ---
PRUNING - -- __ ._.___,
DECIDUOUS TREES EVERGREENS
Ir----- GUYING
PRUNE LARGER SHRUBS BY
REMOVING FROM ONE-THARD
TO ONE-HALF TOP GROWTH
AS NOICATED BY DOTTED LINE
ROOT COLLAR-..,,, G/
Y TM.CK LAYER PEAT' MOSS --
�17�
RANTABLE FIBER POY
COMPACTED RACKFRL.
MATERIAL OR PREPARED�."_m A4^F`.
SOL t
--- -- POTTING -----�
DETAILS OF CONSTRUCTION NOT SHOWN ON
THIS DRAWING SHALL CONFORM TO THE.
PERTINENT REQUIREMENTS OF THE STANDARD
SPECIFICATIONS AND THE APPLICABLE
SPECIAL PROVISIONS.
BRACING, WRAPPING, GUYING, RODENT
PROTECTION, FERTILIZER AND MULCH SHALL BE
USED ONLY WHEN SPECIFIED ON THE PLANT
DATA CHART (PART OF PLAN) OR SPECIAL.
PROVISIONS.
0113197iC1 MI
I
CLOSED
0
km W20-3
I i
7 i
I
I 1
aoseD _T
S� FL I v
a
4
W20-3�
A
LAST INTERSECTION
-LL PRIOR TO CLOSURE
mm
ROAD
CLOSED,w,� o
RU-z
I -�— aasED
I
d I
�I..n--I-- i
---~-R`- iroAa
♦,�__ D
LAST INTERSECTION ___�#
PRIOR TO CLOSURE Y `-
�� W20-3
DETAIL f
(NO ACCESS TO PROJECT)
DISTANCE TO
-- BE DETERMINED
BY THE ENGINEER
ROAD
CLOSED
W20-3
< J_
�1D
�t
YEAp � 1
j
W2O-T � Y
ROAD N@'�
G20-2A
r a
cLaSED I '
1 (
Rit-2 _J--.--J-
I
Y r
i r
ROAD N
G20-2A
DETAIL 2
W
1
9
RM VCLOHDv.
CLOSED �,QN-war TYPE •A-
M F , '"-- WARNNG LIGHT
REQUIRED (TYPICALI
W20-3 020-3
t
W20-1
QTWO-WAY
TYPE "A" WARNINI
LIGHTS REQUIRED
OF SHOULDER
m
m
DETAILS OF TRAFFIC CONTROL DEVICES AND THEIR LOCATION NOT SHOWN ON THIS DRAWING
SHALL CONFORM TO THE PERTINENT REOUIREMENTS OF THE WISCONSIN MANUAL OF TRAFFIC
CONTROL DEVICES. THE PLANS. SPECIFICATIONS AND CONTRACT.
SIGN AND BARRICADE LOCATIONS MAY BE ADJUSTED IN THE FIELD AS DIRECTED BY THE
ENGINEER. ANY EXISTING TRAFFIC SIGNS THAT CONFLICT WITH THIS WORK SHALL BE COVERED
AS DIRECTED BY THE ENGINEER. ALL "STOP" OR OTHER REGULATORY SIGNS ON THE SIDE
ROADS SMALL NOT BE DISTURBED. EXCEPT WHEN NECESSARY TO COMPLETE THE WORK.. THE
SIGNS MUST THEN BE IMMEDIATELY REESTABLISHED..
ALL TYPE In BARRICADES SHALL HAVE RAILS REFLECTORIZED ON BOTH FACES, STRIPES SHALL
BE PROPERLY SLOPED DOWN TOWARD THE TRAFFIC SIDE OR AS SHOWN IN THE ROAD CLOSURE
BARRICADE DETAIL FOR FULL ROAD CLOSURES. TYPE "A" LOW INTENSITY FLASHING WARNING
LIGHTS SHALL BE VISIBLE ON BOTH SIDES OF THE BARRICADE..
THE ROAD CLOSED SIGN (RD-2), ROAD. CLOSED.— MILES AHEAD SIGN IR11-3) AND THE ROAD
CLOSED TO THRU TRAFFIC SIGN NRIt-41SHALL BE ATTACHED ONLY TO THE TOP RAIL OF THE
TYPE III BARRICADE. THE SIGNS SHALL NOT COVER MODLE RAIL.
TYPE "H" REFLECTIVE SHEETING SHALL BE USED ON ALL BARRICADES. TYPE 1, HAND In, AND
ON ALL RU-2. RII-3 AND R11-4 SIGNS.
ALL. SIGNS SHALL BE 48" A 48" UNLESS OTHERWISE NOTED BELOW:
RII-2. "ROAD CLOSED" SIGNS SHALL BE 48" X 30'.
111.3. AND RU-4 SIGNS SHALL BE 60' X 30'.
G2D-2A SIGNS SHALL BE 48' X 24%
TWO WARNING LIGHTS SHALL BE PROVIDED ON THE CENTER BARRICADE AND AT LEAST ONE
WARNING LIGHT SMALL BE PROVIDED ON EACH OF THE OTHER BARRICADES WITHIN THE ROADWAY
LIMITS. SPACING OF THE WARNING LIGHTS SHALL BE UNIFORM TO THE EDGE OF ROADWAY
AS SHOWN.
2 THESE SIGNS AND BARRICADES ARE NOT REQUIRED IF ROAD CLOSURE BEGINS AT INTERSECTION.
FOR ROAD CLOSURE WITH LOCAL ACCESS TO PROJECT. SEE LANE. CLOSURE BARRICADE DETAIL
4 FOR ROAD CLOSURE WITHOUT LOCAL ACCESS TO PROJECT, SEE ROAD CLOSURE BARRICADE DETAIL,
ONE-WAY LIGHTS SMALL BE PROVIDED CN ALL ADVANCE WARNING SIGNS. THE UNIT SHALL.
DE POSITIONED SUCH THAT THE LIGHT SOURCE IS OUTSIDE THE SIGN FACE AND AT THE TOP
OF THE. SIGN.
MIN. EDGE OF SHOULDER
APPROACH
ROAD CLOSURE BARRICADE DETAIL
TO
TWO-WAY
TYPE "A" WARWNI
LIGHTS REQURED
OFFSET BARRICADES 50'
AS SHOWN IN DETAIL 3
APPROACH VIEW
LANE CLOSURE BARRICADE DETAIL
LEGEND
p POST MOUNTED WARNING SIGN
i^ TYPE LIBARRICADES WITH TYPE "H`
N REFLECTIVE SHEETING
TYPE 'A" LOW INTENSITY FLASHING
WARNING LIGHT (FOR NIGHT USE)
WORK AREA
j BARRICADES AND SIGNS
FOR
ROAD CLOSURES
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
APPROVED
DATE_ N� _
DATA pIRECd pR. OFFI ,E "BFm4RAFFIC
FM*A
APPROX.250'�
---------------------------
1 _ 500 ".
m
-------------------------------
ROAD /!!( ROAD ROAD
WORK / WORK j' WOW
AtAD SOO FT 250 FTC
itti�N
ADDITIONAL TRAFFIC
CONTROL.
_._._.._.,_._
CENTER OF ROADWAY
._._._._._._
MAINLINE, ROADWAY UNDER CONSTRUCTION
THE EXACT NUMBER. LOCATION, AND SPACING OF ALL SIGNS AND
DEVICES SHALL BE ADJUSTED TO FIT FIELD .CONDITIONS.
THE SPACING BETWEEN TRAFFIC CONTROL SIGNS SHOULD BE ADJUSTED
TO NOT CONFLICT WITH AND SHOULD PROVIDE A DESIRABLE MINIMUM OF
200 FEETCLEARANCE TO EXISTING SIGNS THAT WILL REMAIN IN PLACE.
ALL. SIGNS ARE 48"x48" UNLESS OTHERWISE NOTED. IF NECESSARY DUE
TO SPACE CONSTRAINTS. 36"x36" SIGNS MAY BE USED INSTEAD OF 48"x4B"
SIGNS, IF APPROVED BY DISTRICT TRAFFIC UNIT.
SIGNS THAT WILL BE IN PLACE LESS THAN 7 CONTINUOUS DAYS AND
NIGHTS MAY BE MOUNTED ON PORTABLE SUPPORTS.
IF A "STOP'°SIGN MUST BE REMOVED FOR A WORK OPERATION,A TEMPORARY
"STOP" SIGN SHALL BE PLACED PRIOR TO THE SIGN REMOVAL, OR A FLAGGER
SHALL BE PROVIDED UNTIL THE SIGN IS RE-ESTABLISHED.
-}E THE THIRD W20-I SIGN IS REQUIRED ONLY IF THERE IS AN INTERSECTION
BETWEEN THE "ROAD WORK 500 FT" SIGN AND THE WORK ZONE. ADJUST
THE PLACEMENT OF THIS SIGN BASED ON INTERSECTION LOCATION AND
OTHER FIELD CONDITIONS.
ROAR ��
WORK )
AHEAD
N
BE /
ROAD / ROAD ROAR
WORK WOA WORK
250 FT , ! 500 FT f �� AIiEAO
,v�
------------------------
LEGEND
p POST MOUNTED SIGN
E DIRECTION OF TRAFFIC FLOW
SHOULDER EDGE OF TRAFFIC LAlg SHOULDER EDGE OF TRAFFIC LANE ----,`
EDGE LINE. MAR M (WHITE)—' EDGE LINE MARKING CYEiLOMb---s°
CENTER L[hE—
MARKING (YELLOW)
LANE LIFE NOTES ALWAYS LEFT OF CENTER LIVE
MARKING (WHITE) M THE DIRECTION OF TRAFFIC'
�A.
NO -PASSING MARKING,�__________,.._________.�..____.__
tYELLOW7 CENTER LINE.
�— CENTER LINE__._______________________ ____ ____ _____________ ______
NOT& ALL. DIMENSIONS SANE AS TWO WAY TRAFFIC
A. EDGE LINE MARKING MHTE)--., ( � EDGE LINE MARKING (WHITE)
l • :lmff�
aff'711mg
EDGE OF TRAFFIC LANE ' f SHOULDER
EDGE OF TRAFFIC LANE
CENTER LINE
MARKING (YELLOWd
Q _
A. I( o
S NO —PASSING MARKING
CENTER LINE (YELLOWi
6"
y
EDGE OF TRAFFIC LANE
•
EDGE OF TRAFFIC LANE
OF TRAFFIC LANE
MENEM
MELVA
LANE LINE NOTE. ALWAYS LEFT OF CENTER LINE
MARKING (WHITE) IN THE DIRECTION OF TRAFFIC
I L'I11 yp II tl 1 - t.::
- rcurCp � fNF
SHOULDER
NOTE: ALL DIMENSIONS SAME AS TWO WAY TRAFFIC
• WAY TRAFFIC ONE WAY TRAFFIC
TEMPORARY
yiyR (INTERMEDIATE)
'y PAVEMENT
y MARKING
(SHOWS CYCLE •TEMPORARY CENTER LINE
OR
TEMPORARY
GENERAL NOTES
DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO STANDARD
SPECIFICATIONS AND SPECIAL PROVISIONS.
Q1 HALF CYCLE LENGTHS (YS'x) WITH ZMINIMUM STRIPE LENGTHS SHALL DE PROVIDED ON
ROADWAYS (INCLUDING 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.
(D NO PASSING ZONE TEMPORARY PAVEMENT MARKING IS RECLINED TO HE 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 C ) SNOWS DIRECTION OF TRAVEL
CROSSWALK S' MIN.
(WHITE)
STOP LINE
E (WHITE)
4' MIN. (D STOP LINE M REQUIRED ONLY
WHEN SPECIFIED IN THE CONTRACT
VARIABLE WIDTH
L�-24' (18- TYPJ
AS SPECIFIED IN
BID ITEM
STOP LINE AND CROSSWALK
TRAFFIC LANE 5' I/— P.C.
PAVEMENT MARKING, CURB, (YELLOW)
(TO 5' BEYOND P.C.)
TRAFFIC LAW
MEDIAN CURB
BULLET NOSE ISLAND
I
LARGE ISLAND
(GREATER THAN 50' PERIMETER OR ANY SIDE
GREATER THAN 2T BETWEEN CURVES)
MARKING, ISLAND HOSE,
0 P.C.)
El
NOTE:
ARROW SYMBOL
SHOWS DIRECTION OF TRAVEL
liffoTARNMTONT Y
MARKING, (YELLOW)
I
SMALL ISLAND
(LESS THAN 50' PERIMETER OR ANY SIDE
LESS THAN 25' BETWEEN CURVES)
PAVEMENT MARKING
(ISLANDS, STOP LINE &
CROSS WALK)
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
APPROVED
— -F— M-- - PATE 6H EF S* NCOIT MARKING ENGINEER
FHWA
S.D.D. 15 C 8-9e
STRUCTURE No. R-55-13
BEG WALL
jSTA 55+62.16. 15.50' RT
---------
FACE OF WALL DOES NOT
PARALLEL ST. CROIX ST, C.L.
ST. CROIX ST. NORTH
E AT ANY GIVEN SECTION
FACE OF WALL S
V BEHIND BC
A
6EG CURVE. STA 22+0 .56, c
01
21. LT. 60. RAD.
2j'Go
ST, CROIX ST. NORTH
7603t.
55+62
764.2±j
55+62
770
772.5±
55+45
NAME PLATE
(ANCHOR TO MODULAR BLOCK)
775.0±
55+30 TOP' OF WALL
775.0±
7
22+31
ME
22+59
770.6±
22+24
765
BOTTOM OF EXPOSED SURFACE
BOTTOM OF 18- FOOnNG LOOKING AT FRONT FACE OF WALL
RETAINING WALL
BEG. 55+62, RE
END 22+95, LT
SURFACE AREA - 800 SF
STATE PROJECT NUMBER: 8999-00-48, 511 HWY-
7724±
22+82
771.9±
22+95
W1154
2
TOP OF WALL —'^-FlNt6HED GROUND
FRONT FACE--,
ml
BOTTOM OF WALL LEVELING PAD
(INCIDENTAL TO WALL)
TYPICAL CROSS SECTION CF RETAINING WALE
T�*iRwimpu
THE CONTRACTOR SHALL PROVIDE COMPLETE DESIGN,
PLANS, DETAILS, SPECIFICATIONS, AND SHOP DRAWINGS
FOR THE RETAINING WALLS IN ACCORDANCE WITH THE
SPECIAL PROVISIONS. THE RETAINING WALL
MANUFACTURER SHALL PROVIDE TECHNICAL ASSISTANCE
TO THE CONTRACTOR DURING CONSTRUCTION. THE
COST OF FURNISHING THESE ITEMS SHALL BE INCLUDED
IN THE BID ITEM 'MECHANICALLY STABILIZED EARTH
MODULAR BLOCK WALL'.
PLANS, ELEVATIONS, AND DETAILS SHOWN ON THESE
DRAWINGS ARE INTENDED TO INDICATE, WALL LOCATIONS,
LENGTHS, HEIGHTS, AND DETAILS COMMON TO THE WALL
SYSTEM SELECTED. THE CONTRACTOR SHALL VERIFY
THAT THE WALL SYSTEM SELECTED WILL CONFORM TO
THE REQUIRED ALIGNMENTS AND DETAILS.
THE RETAINING WALL IS TO BE DESIGNED USING THE
ELEVATIONS GIVEN ON THIS SHEET.
DESIGN FOR RETAINING WALL TO PROVIDE FOR FINISHED
GRADE SLOPED BEHIND THE WALL AS SHOWN.
COLOR OF MODULAR BLOCK IN RETAINING WALLS SHALL BE
COORDINATED WITH VILLAGE OF NORTH HUDSON,
GENERAL NOTE
DRAWINGS SHALL NOT BE SCALED
TOTAL ESTIMATED
MECHANICALLY STABILIZED EARTH MODULAR BLOCK WALL 1330 5F
%, m120 LEL/CU,FT.
SOIL BEARING VALUE
ASSUMED 1.25 TONS/FT
GLOBAL STABILITY (F,S. > 1,31
L _k�
STRUCTURE No,
R-55-14
oz
m/p, m-:N
All,
0 FRONT FACE
LEMON ST. N.
001"q
RETAINING WALL
51+94 - 52+75, BIT
TOP OF WALL SURFACE AREA - 530 BE
767'5* 766,5* 765,111
52+75 52+50 52+00
764,9j
52+75
BOTTOM OF 18" FOOTING
BOTTOM OF EXPOSED SURFACE
52+50 52+00
LOOKING AT FRONT FACE OF WALL
f ISHEET NO: 5d
765LOi
.1-
765
760
755
I
FE I
2
t
TOP OF WAIL. -�
_—FINISHED GROUND
FRONT FACE—
FINISHED GROUND-,
G
BOTTOM OF WALL LEWUNG PAD
(INCJDFNTAL TO WALL)
TYPICAL CR
DESIGN DATA
THE CONTRACTOR SHALL PRO\7DE COMPLETE DESIGN,
PLANS, DETAILS, SPECIFICATIONS, AND SHOP DRAWINGS
FOR THE RETAINING WALLS IN ACCORDANCE WITH THE
SPECIAL PROVISIONS, THE RETAINING WALL
MANUFACTURER SHALL PROVIDE TECHNICAL ASSISTANCE
TO THE CONTRACTOR DURING CONSTRUCTION, THE
COST OF FURNISHING THESE ITEMS SHALL BE INCLUDED
IN THE BID ITEM "MECHANICALLY STABILIZED EARTH
MODULAR BLOCK WALL'.
PLANS, ELEVATIONS, AND DETAILS SHOWN ON THESE
DRAWINGS ARE INTENDED TO INDICATE WALL LOCATIONS,
LENGTHS, HEIGHTS, AND DETAILS COMMON TO THE WALL
SYSTEM SELECTED. THE CONTRACTOR SHALL VERIFY
THAT THE WALL SYSTEM SELECTED WILL CONFORM TO
THE REOUIRED ALIGNMENTS AND DETAILS.
THE RETAINING WALL IS TO BE DESIGNED USING THE
ELEVATIONS GIVEN ON THIS SHEET.
s .4
COLOR OF MODULAR BLOCK IN RETAINING WALLS SHALL. BE
COORDINATED WITH VILLAGE OF NORTH HUDSON.
GENERAL NQTES
DRAWINGS SHALL NOT BE SCALED
TQTAL ESTIMATED QUANTITIES
MECHANICALLY STABILIZED EARTH MODULAR BLOCK WALL 1781 SF
STATE PROJECT NUMBER: 8999-00-48, 51
764.8t 784.6t
104+25 l 104+00
r=32'
em -120 LB./CU, T,
SOIL BEARING VALUE
ASSUMED 1,25 TONS/FT
GLOBAL STABILITY (F.S, ? 1.3)
i
f
,j ND W STA 04+25. 25' RT STRUCTURE No. R-55-12
ENp 1 4+1
5' FIT
00+LOt h �q� •Y S
0
- RADIUS PONT-
STA 101+10.72, 57.57' LT o
J "f
i
783.1 t
103+50
y
i
LOOKING AT FRONT FACE OF WALL
TOP OF WALL.
RETAINING WALL
101+50 - 104+25, RT
778.Bt 103+00 SURFACE AREA = 1781 SF
77&Bt
767.3t
102+50
761.6t
102+00
NAME PLATE:
(ANCHOR TO MODULAR BLO(X)
767.0t
/ _ D2+DO
755.7t
765
101+50 1
760
755
104+00 103+00
t02+00
DETAILS SHEET NO: 8,1 E
0
N
iSTATE PROJECT NUMBER: 8999-00-51 COUNTY� ST. CROIX !CROSS SECTIONS �Ml
COUNTY� ST. CROIX CROSS SECTIONS
STATE PROJECT NUMBER: 8999-00-51 IHWY.- ST. CROIX STREET ICOUNTY. ST. CROIX CROSS SECTIONS
y'# ,.. ## � # M
. rr* ,�.. . .eta � ��.... i • •• '
w •`
�;
�M
��WZMTNMMEE�## COUNTY- ST. CROIX I CROSS SEC-nONS
'STATE PROJECT NUMBER: 8999-00-48 1 HWY. HELEN STREET JCOUNTY� ST. CROIX I CROSS SEC11ONS