HomeMy WebLinkAbout2008 70.07F.pdfDESIGN DESIGNATION
A.D.T.
2007 =
6000
A.D.T.
2027 =
8000
D.H.V,
2027 =
1200
D,
2027 =
50/50
T.(% OF
A,D.T.) =
7%
V.
=
45 MPH
ESAL.
_
CONVENTIONAL SIGNS
COMBUSTIBLE FLUIDS
(UNDER PRESSURE)
UNDER GROUND UTILITIES
GAS
ELECTRIC
TELEPHONE
SERVICE PEDESTAL
CABLE MARKER
POWER POLE
TELEPHONE
RAILROADS
MARSH
WOODED AREA
RIGHT-OF-WAY
MARKERS
OVER HEAD LINES
FENCE LINE
COUNTY LINE
1*
G
E
T
1�
u
O.H.
CORPORATE LIMITS
PROPERTY LINE
LOT LINE
LIMITED HIGHWAY EASEMENT —
EXISTING RIGHT OF WAY - NEW RIGHT OF WAY
REFERENCE LINE
SLOPE INTERCEPT .....
�
ORIGINAL GROUND PROFILE-�
EXISTING ROADWAY OR PRIVATE ENT.
CULVERT IN PLACE C =
CULVERT REQUIRED-�
CULVERT REQUIRED PROFILE 0 ❑
NOTE
1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF HUDSON
PUBLIC WORKS DEPARTMENT TECHNICAL SPECIFICATIONS DATED
JANUARY 2, 2007 AND THE CITY OF HUDSON PUBLIC WATER
UTILITIES WATER DISTRIBUTION TECHNICAL SPECIFICATIONS
DATED JANUARY 9, 2007.
2. THE EXACT LOCATION OF UNDERGROUND UTILITIES SUCH AS
GAS, TELEPHONE, ELECTRICAL, CABLE TV, AND PIPELINES ARE
UNKNOWN. THE CONTRACTOR SHALL CONTACT DIGGERS HOTLINE
BEFORE COMMENCING EXCAVATION. 1-800-242-8511
ST. CROIX COUNTY
HIGHWAY DEPARTMENT
PLAN OF PROPOSED IMPROVEMENT
PRESCOTT-HUDSON ROA
(RED BRICK ROAD — CITY OF HUDSON)
C.T.H. F
ST. CROIX COUNTY
f-'TTY rll=
COUNTY PROJECT NUMBER
70.07E
R-20-19-W
LAY OUT
GRAPHIC SCALE
0 2000 4000
( IN FEET )
9111111111C1111ow-_
TOTAL NET LENGTH OF CENTERLINE = 0,857 MI.
PROJECT DESCRIPTION rum, 20OrKJ 6
CTH "F" (REDBRICK RD. NORTH 0.85 mile)
CONSTRUCTION PROJECT NUMBER 70.07E
YEAR OF CONSTRUCTION 2008
I UTILITIES
DIGGERS HOTLINE
TELE. 1-800- 242-8511
-28-N
CO❑RDINATES ON THIS PLAN ARE REFERENCED TO
ST. CROIX COUNTY COORDINATES SYSTEM
COMCAST CABLE C❑MMUNICATIONS
3050 ECHO LAKE AVE
MAHTOMEDI, MN 55115
TEL. (651)-493-5116
ATTN, SCOTT RUPPERT
XCEL ENERGY -GAS & ELECTRIC
1201 LIVINGSTONE ROAD
HUDSON, WI 54016
TEL. (715) 377-1810
ATTN. STEVE JOHNSON
CITY OF HUDSON UTILITIES
CITY HALL
505 THIRD ST.
HUDSON, WI, 54016
TEL, (715>-386-4760
ATTN. DENNIS CHRISTOPHERSEN
SBC-AT&T
304 SOUTH DEWEY ST.
EAU CLAIRE, WIS. 54701
TEL. (715) 839-5565
ATTN, RICK PODOLAK
TOWN OF TROY
654 GLOVER RD.
HUDSON, WI. 54016
TEL, (715>-381-0154
ATTN. RAY KNAPP, CHAIRMAN
ST. CROIX COUNTY HWY. DPT,
P.O. BOX 108
1150 DAVIS ST.
HAMMOND WIS. 54015
TEL. (715j-796-2227
ATTN. TIM RAMBERG, HWY. COMMISSIONER
ST. CR❑IX NATURAL GAS
415 SOUTH SECOND ST.
RIVER FALLS, WI 54022
TEL, (715)-425-6177
ATTN. DUANE PEDERSON
ST. CROIX COUNTY
REVISION HIGHWAY DEPARTMENT
DATE
PREPARED BY
SURVEYOR FRAN .IS W. BLESKACEK RLS
DESIGNER JEFFREY S. DURKEE P.E.
DRAFTED BY TODD A. REHNELT
CHECKED BY TIM RAMBERG
COUNTY HWY. COMMISSIONER
L_
U
LL
O
O
9
•
zs
O
4
N
0
EXISTING
R/W
EXISTING EGD
OF PAVEMENT —PROPOSED SHOUL?ER POINT
VARIES 18 —32'
VARIES _-I�NG 12' LANE V _ ARIES VARIES VARIES
ASPH. GRAV.
GRAV. SHLDR SHLDR, 0,88'
EXISTING
R/W
SHUDR' BEGIN WIDENING AT EDGE .. 4' TOPSOIL
C>F EXISTING PAVEMENT ?J 0' 3,10' SEED, MULCH &FERTILIZER
POINT REFERRED 5g
TO ON PROFILE 8
OA2'_,--- �'02/'— .04/, ORIGINAL GROUND
I��.-------
12" GRANULAR SUBBASE MINIMUM 6" BELOW SUBBASE
8" BASE AGGREGATE DENSE (1 1/4")
3.5" ASPHALTIC E3 PAVEMENT
MILL CRUSH AND RELAY EXISTING BASE AND PAVEMENT
EXISTING TYPICAL SECTION - CTH F PROPOSED TYPICAL SECTION - CTH F (NORTH & SOUTH BOUND)
I (STA. 8+75 - 54+00)
_VAGED TOPSOIL & MULCH �— ct
SEED & FERTILIZER VARIABLE
12' MIN. 24' MAX.
0.02'/FT. 3:
31 3•,1 1
6" CRUSHED AGG, BASE
NOTE: 2" ASPHALTIC CONCRETE PAVEMENT, TYPE MV ON
EXISTING PAVED DRIVEWAYS ONLY. USE 6" TOTAL DEPTH
CRUSHED AGGREGATE ON EXISTING CRUSHED AGGREGATE
TYPICAL SECTION FOR PRIVATE
DRIVES AND FIELD ENTRANCES
1 2�--R 22 —
4
— 3/4'/FT SLOPE
61/ 6" MIN
TYPES J
2.1'
SEED & FERTILIZER
LVAGED TOPSOIL & MULCH
4" TOPSOIL & SEED
THROUGH HIGHWAY _ _ CTH F_
I
TYPICAL INTERSECTION
STA. 13+25 LT. - CTH FFF(TROY PARK RD.)
I
EXISTING RIGHT—OF—WAY VARIES-
40' SUB GRADE
I
33' TOP OF SAND
I
30' TOP OF BASE COURSE
28'
I-11'11 11' ola I 0.02' T. I � i 0.02'/FT.
.......:,•,x; •xarr:::•;x ;rxrt•;;;s•: •r:• •:: rr,:,::< ;;:;••r: •:;•;r;::;•:;•.::...-•.. •.::.:::.::::..: ... R. 14" TOPSOIL & SEED
N..: .:..........:...:..
POINT REFERRED TO ON PROFILE ?S.
3 1/2" ASPHALTIC CONC. PAVT. TYPE E1 /Mq
NOTE: 2' MINIMUM DEPT OF DITCH UNLESS 4" CRUSHED AGG. BASE WITH 2" RECYLE
DETERMINED OTHERWISE BY ENGINEER
12" DEPTH GRANULAR SUBBASE
TYPICAL TOWN ROAD FINISHED SECTION
REDBRICK ROAD/COULEE TRAIL
AI
LIST OF STANDARD ABBREVIATIONS
ADJ.
ADJUST
AGG,
AGGREGATE
T.L.E.
AH.
AHEAD
TN.
ASPH,
ASPHALT
TYP.
AVG.
AVERAGE
UNCL.
A.D.T.
AVERAGE DAILY TRAFFIC
U.S.G.S.
BEG,
BEGIN
USH
B.A.
BEGIN ABRUPT
VAR.
BK,
BACK
V.G.
B/W
BACK OF SIDEWALK
VERT.
BIT.
BITUMINOUS
V.P.C.
C.B.
CONTROL CABINET
V.P.I.
C, C, CA
CENTER LINE
V.P.T.
C.E.
COMMERCIAL ENTRANCE
W.
p
CENTRAL ANGLE OR DELTA
W.
CONC.
CONCRETE
W.B.
CONST.
CONSTRUCTION
W.V.
CO.
COUNTY
N.S.P.
C.T.H.
COUNTY TRUNK HIGHWAY
N.B.
C.Y. or CU. YD.
CUBIC YARD
N0,
C.P.
CULVERT PIPE
N.E.
D.
DEGREE OF CURVE
NOR,
E.A.
END ABRUPT
N.W.
EA.
EACH
PAVT.
E.
EAST OR EAST PROJECT COORDINATE
P.E,
E.
ELECTRICAL LINE
PB or P.B.
E.B.
EASTBOUND
P.C.
ESS.
EXCAVATION BELOW SUBGRADE
P.I.
ELEC.
ELECTRICAL
P.T.
EL. or ELEV.
ELEVATION
E.P.
ELECTRICAL POLE
EXIST.
EXISTING
F.E.
FIELD ENTRANCE
F/W
FRONT OF SIDEWALK
FT.
FOOT
G.
GAS
G.V.
GAS VALVE
HOR.
HORIZONTAL
HYD,
FIRE HYDRANT
INL.
INLET
I.D.
INSIDE DIAMETER
iNV.
INVERT (ELEVATION)
I.P.
IRON PIPE OR PIN
LB.
POUND
L.
LENGTH (OF CURVE)
L.F. or LIN. FT.
UNEAR FOOT
LT.
LEFT
MAX.
MAXIMUM
M.H.
MANHOLE
MI.
MILE
M.L. or MA
MATCH LINE
MIN,
MINMUM
N.
NORTH OR NORTH PROJECT COORDIATE
QTY.
QUANTITY
R. or RAD.
RADIUS
R.P.
RADIUS POINT
RL, RA
REFERENCE LINE
R.P.
REFERENCE POINT
R.C.C.P.S.S.
REINFORCED CONCRETE CULVERT PIPE, STORM
REQ'D.
REQUIRED
REF,
REFERENCE LINE
RECONST.
RECONSTRUCTION
RT.
RIGHT
R/W
RIGHT—OF—WAY
RD.
ROAD
SAN.
SANITARY SEWER
SW.
SIDEWALK OF SOUTHWEST
S.
SOUTH
S.B.
SOUTHBOUND
SB.
SIGNAL BASE
S.F. or SO. FT.
SQUARE FEET
S.Y. or SO. YD.
SQUARE YARD
ST.
STREET
S.D.D.
STANDARD DETAIL DRAWINGS
STH
STATE TRUNK HIGHWAY
STA,
STATION
SS
STORM SEWER
S.E.
SUPERELEVATION OR SOUTHEAST
T.
TANGENT OR TELEPHONE LINE
T.C.P.
TEMPORARY CONSTRUCTION PERMIT
T.P.
TELEPHONE POLE
TEMPORARY LIMITED EASEMENT
TOWN
TYPICAL
UNCLASSIFIED EXCAVATION
UNITED STATES GEOLOGICAL SURVEY
U.S. HIGHWAY
VARIABLE
VERTICAL CURVE (LENGHT)
VERTICAL
VERTICAL POINT OF CURVATURE
VERTICAL POINT OF INTERSECTION
VERTICAL POINT OF TANGENCY
WATERMAIN
WEST
WESTBOUND
WATER VALVE
NORTHERN STATES POWER
NORTHBOUND
NUMBER
NORTHEAST
NORMAL
NORTHWEST
PAVEMENT
PRIVATE ENTRANCE
PULL BOX
POINT OF CURVATURE
POINT OF INTERSECTION
POINT OF TANGENCY
NO BASE WIDENING LOCATIONS
(MAy REQURE SPOT TOADS DUMNG SHAPING)
STA 8+75 — 10+00 LT.
STA 8+75 — 13+25 RT.
STA 18+81 — 27+00 RT.
STA 45+00 — 50+00 LT.
STA 51 +75 — 54+00 RT.
GENERAL NOTES
NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT THE -RIOR APPROVAL
OF THE ENGINEER.
THE LOCATION OF EXISTING AND PROPOSED UTILITY INSTALLATIONS AS SHOWN
ON THE PLANS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY INSTALLA11ONS
WITHIN THE PROJECT AREA THAT ARE NOT SHOWN, CONTRACTOR SHALL VERIFY
ALL UTILITIES PRIOR TO CONSTRUCTION.
WHEN THE OR PAYMENT ABY THE TON. NTITY OF ETHE DEPTH ITEMS OF BOF THICKNESS ASE OR AOF THE COURSE
CE COURSE IS EASURED
SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL THICKNESS WILL
DEPEND ON THE DISTRIBUTION OF MATERIAL AS DIRECTED D Y THE ENGINEER.
NO PASSING ZONES WILL BE LOCATED BY OTHERS.
ALL INTERSECTIONS TO BE PAVED AS DIRECTED BY ENGINEER,
COUNTY PROJECT NUMBER SHEET NO.
70.07F CTH F 3 OF 20
STANDARD ABBREVIATIONS
AND QUANTITIES
LOAD SPREAD 24' BIT./3' AGG. SHOULDER
STA. 12+00
— 27+63 LT
STA. 41+81
— 45+00 LT
STA. 14+51
— 16+51 RT
STA. 41+81
— 45+83 RT
STA. 47+28
— 51+75 RT
GRANULAR SAND PER SIDE
90 C.Y. per 100 Ft.
or 0.90 C.Y. per 1 Ft.
Tri axle (12 C.Y.) =
13 Ft.
Quad axle 16 C.Y.
= 18 Ft.
AGGREGATE BASE COURSE PER SIDE
54 C.Y. per 100 Ft.
or 0.54 C.Y. per 1 Ft.
Tri axle (12 C.Y.) =
22 Ft.
Quad axle (16 C.Y.)
= 30 Ft.
LOAD SPREAD 30' BIT./2' AGG. SHOULDER
STA.
30+33
— 34+11 LT
STA.
35+41
— 38+91 LT
STA.
31+83
— 33+83 RT
STA.
35+41
— 38+91 RT
113 C.Y. per 100 Ft. or 1.13 C.Y. per 1 Ft.
TO axle (12 C.Y.)
Quad axle 16 c.yj = i`+ rL.
AGGREGATE BASE COURSE PER SIDE
71 C.Y. per 100 Ft. or 0.71 C.Y. per 1 Ft.
Tri axle (12 C.Y.) = 17 Ft.
Quad axle (16
I
LL.
0
0
9
FL
�CD
rri
I
E?
.
(n z
o.
+
[STA
ISTI7+DEERCIOSSING SIGN0
OVE 1+00
_c
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CO m
N
^
z0l
T =
T
EN p No PASSING SOUTH BOUND CSO J S ; yk � i �S �i h C. ^�
N T S: —
1.) ALL PAVEMENT MARKINGS TO BE EPDXY MATERIAL
2.) ALL PAVED SURFACES TO HAVE 4" WHITE EDGE LINE
AT 12' FROM CENTERLINE OR AT EDGE OF PAVEMENT DEPENDING
ON PAVEMENT WIDTH AND LANE ARRANGEMENT. EDGE LINE
TO STOP AT INTERSECTION IN ACCORDANCE WITH MUTCD STANARDS.
DOUBLE YELLOW CENTERLINE
STA. 31 +
STA. 32+00
45 MPH SOUTH BOUND
` io- ''
6' LT PF BASELINE
$
END 4 DOUBLE
YELLOW LT&RT
PEED
73
LIMIT
CO r CO (n
OF:'Gmj D
�--►
Z Z
N
N � o +
STA. 28+50
O
�c
(n
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12
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NORTH BOUND -REMOVE
EXISTING 45 MPH ADVANCED
�'
o
12,
E m
WARNING SIGN
m 0
+
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co
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R.x
cNn- or
m
m
z
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m
0 50' 100' 150' c>
m
N
m
z
iq
STA. 31 +90 REMOVE
EXISTING 45 MPH NORTH
BOUND R2-1
O
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(n
i
—TECOUNTY PROJECT NUMBER SHEET NO.
70.07E 6 OF 20
PLAWEW CTH "F"
PAVEMENT MARKING AND SIGNING
DOUBLE YELLOW CENTERLINE
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rp D =c STA. 43+00 SOUTH BOUND STA. 45+00 SOUTH BOUND STA. 46+90 SOUTH BOUND Z3 z �+
O L4 ' W REINSTALL EXISTING YMCA REINSTALL EXISTING SOUTH PRESERVE&PROTECT EXISTING NIGHT � v D
�a0o-n + STA. 39+30 SOUTH BOUND v0 a;� i r ADOPT -A -HIGHWAY SIGN CTH 'F' SIGN ARROW SIGN Wt-7
r cn cn REMOVE EXISTING c r�
om� -' NO PASSING ZONE W
< m o� T7PRESERVE&PROTECT5+80 SOUTH BOUND = = o
o STA. 40+20 SOUTH BOUNd c EnO STA. 44+00 SOUTH BOUND EXISTING TROY Cu m STA.
REINSTALL EXISTING 1/2 MILE SIGN c v PRES'
REINSTALL EXISTING YMCA 45 MPH SIGN R2-1 TRAIL
r- eioi�
CENTE O:f, zm =
n LMITD Z
d r, _ m m
PRESERVE AND PI
TWO WAY TRAFFIC
COUNTY PROJECT NUMBER SHEET NO.
70.07F 7 OF 20
PLANMEW CTH "F"
PAVEMENT MARKING AND SIGNING
-\STA. 47+00
BEGIN 4 DOUBLE YELLOW C/L
AND WHITE DASHED LINE RT
'HITE STOP LINE r-
mm
D
m
DDz
vs
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N T
1.) ALL PAVEMENT MARKINGS TO BE EPDXY MATERIAL
2.) ALL PAVED SURFACES TO HAVE 4" WHITE EDGE LINE
AT 12' FROM CENTERLINE OR AT EDGE OF PAVEMENT DEPENDING
ON PAVEMENT WIDTH AND LANE ARRANGEMENT. EDGE LINE
TO STOP AT INTERSECTION IN ACCORDANCE WITH MUTCD .STANARDS.
0 50' 100' 150'
SIGN
+50 NOF
EXISTING
ON SIGN
� a a
k + p k
8 $ I C, o
COUNTY PROJECT NUMBER SHEET NO.
r CIRCULAR 70.0M (Widening) 8 OF 20
Do = 00.4500.0 NOTE: UTILITIES NOT SHOWN
STA 12+00 4T. FINISH SURFACE Do = 00'45'DO.0" ON PLANS
24, PAVED/3 SHOULDERS T = 155.15 Aurox FIELD LOCATE PRIOR TO PLAN AND PROFILE
END ASPHALT TAPER R = 7039.44 f CONSTRUCTION
L = 370.30
YMCA OF GREATER ST. PAUL
STA. 13+25 LT. D' 2125 E. 'p{ENNEPIN AVE.
NO CMP REQUIRED MINNEAPOLIS, MN 55413
MATCH EXISTING AT 50
- 325'
SEC 6 T28N R19W SE SW
ASPHALT, TAPER LT. f 3
' 4 WIDENING REQUIRED
„ SLOPE INTERCE e 1 y4
PI sta = t0+00.0oBEGIN WIDENING ~ s ' STA 12+00-27+63 LT. v `
N = 320735.07 - '-
"+[` 24' PAVED/3' AGG. SHOULDER
40'RW E st7530.70 TA 10+00 LT. N �: f_� 3 _
I = 00'OZ'55.7"
r
_.. - o �. ..__..,_..g ..�._...�.r
-
.YA
v SLOPE {NiER C !'T' �
Em _ NO BASE WIDENING REOU{RE�
z • . STA 18+81-27+00 RT. 40 RW
y aw v + BEGIN WIDENING + O� +
Asir= A �� ! RADIU POINT - 16 PAVED/3 AGG. SHOULDER
` + STA 13+25 RT. �"
p., xcn o NO BASE WiOENING REQUIRED RADIUS POI I Y : -STA 1 +8t.2 64' RT.
�N ASPHAL TAPER RT. STA 15+5 2 84' RT. 40 T FLAG OF C&G
_+m STA 8+75-13+50 RT, _ 60' TO F c/ OF C&G 37 5 0 B c
vi z� STYFE T ^gtiC')
r ; TYPE J C&G (TYP.)
a"z " JAMI=S ?. '�N :! MARGAR S, �1� _ .;:: v srA +s RT. , I '°= _a.
c �o
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BEG
24' PAVED
FUL E "
' SHOULD
1
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HUDSON, Wl 554016
�
DEBRA
LOUGHNEY
mg
STA 18+80 RT
HORN COLLEEN
MARK
y
a
SEC 7 T28N R19W
NW
NE
STA. 13+84 C L
EE -W
STA. t7+26 RT
�0 CMP REQUIRED
0,30
REMOVE EXISTING P,E, AND 9uLVERr
OBLITERATE ORIYEWAY -fO 75 RT.
392 RED BRICK
ROAD
i
m
EX{S,4 GW24� C POAN
E,N
MATCH EXISTING AT 150'
PSOIL SEED. AND #NIGH
ESTORf DITCHUNE
HUDSON, WI
54016
END SECTIONS%EAST
EXTEND WEST END 10
D �cl
T
0
SCALE
NOTE: OLD AND ABANDONED FENCES TO BE
SEC 6 T28N
R19W
SW SE
REMOVED AND DISPOSED OF AT
THE
STA, 17+40 200't RT.
DISCRETION OF THE ENGINEER
IMPROVE DRIVEWAY ENTRANCE
150'
TO FARM HOUSE ON CORNER LOT.
-
-
p 50'
100'
--7
INSTALL 2018" CMP WITH END
SECTIONS. WIDEN AND TOPDRESS
DRIVEWAY WITH 2"-4' CRUSHED
870
870
865
865
860
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9+00
10+00
11+00 12+00
-'
COUNTY PROJECT NUMBER SHEET N0.
YMCA OF GREATER ST. PAUL 70.OM (Widening) g OF 20
�� NOTE: UTILITIES NOT SHOWN 2125 E. HENNEPIN AVE.
YMCA OF GREATER ST. PAUL " ` ON PLANS MINNEAPOLIS, MN 55413 PLAN AND PROFILE
2125 E. HENNEPIN AVE. ""110H FIELD LOCATE PRIOR TO
i CONSTRUCTION SEC 6 T28N R19W NE SW A. 35+38 45' LT.
MINNEAPOLIS, MN 55413 oORDINATE REMOVAL of WISDOT uscs
MUNU YEOR5N50 WITH ST. CRO CO.
t SEC 6 T28N R19W SE SW v
SEE SEPERATE TUNNEL PLANS �'
STA. 27+54 40 L . // PREPARED BY STEVENS ENGINEERS STA. 34+60 LT.
CUTOFF 10'# OF 18"T FOR GRADES ON SOUTH SIDE OF EUMINpTE p�iSnNG CMP
WIDENING REQUIRED INSTALL ENO�SECTIONB y INTERSECTION UNDER YMCA ENTRANCE
RIP RAP ARODUNND C1ofP
STA 12+00-27+63 L -- TO STABILIZE BERM
`ti ' . EMBANSCMENT y POINT' STA 3 +413 90' LT.
pED/3' AGG. S '
RADIUS
` ' `� ST +11.78 70'LT. d 6g0' TO FLAG/ OF C&G 70'R1N
{ h 50'RW _>: `-ia :� .! I 7 ETCg /iyP.
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NO -BASE WIDENING REQUIRED STA. 27+54 C rr
L 0 ZN __._. ~._ d ` `'�\ oqc� � RADIUS POINT
STA 18+81-27+00 RT. INSfAl1 76SXT214 CMP CMP Z +� SLOPE IN CEPT -�- oz�, RADIUS POI STA 35+40.90 70 RT.
+ a� 3> STA 33+83.25 90' 1 - 40' TO FLAG OF C&G
1 S' PAVED/3' AGG. SHOULDER WITH END SECTIONS _ 60' TO FLAG OF C&G ! g g
EAST INVERT - 843.26 m�N 'r 57.5' TO VC j) Lr TYPE JOCae�C(TYP.}74
w
WEST INVERT = 843.24 Z v>U
r N
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TYPE J C&
y
HOHN COLLEEN, MARK DEBRA LOUGHNEY �
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S
HOOL DISTRICT OF HUDSON
BRAON,
SCALE 392 RED BRICK ROAD
NOTE: OLD AND .ABAN NED FENCES ES TO BE 6 >
REMOVED AND DISPOS OF AT THE °
6
H
4
W 40
DSON, WI 54016
HUDSON, WI 54016
DISCRETION Op THE ENGI R
SEC
6 T28N R19W NE 5E
0 50' 100, 1501 SEC 6 T28N R19W SW SE
S q
870 ( I I\ v, ` 865
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860
855
850
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COUNTY PROJECT NU BER
j `Iry 70.OM (Widening)
YMCA OF GREATER ST.YNO
1 v
YMCA OF GREATER ST. PAUL — PLAN AND PROFILE
YMCA
E. HENNEPIN ST.AVENOTE: UTILITIES NOT SHOWN 2125 E. HENNEPIN AVE
MIN"JEAPOLIS, MN 55413 CAUTION ON PLANS MINNEAPOLIS, MN 5541BASE WIDENING REQUIRED
FIELD LOCATE PRIOR TO
SEC 6 T28N R19W NE SW CONSTRUCTION SEC 6 T28N R19W SE ffl STA 45+00-50+00 LT,
J
-----_ _._. STA 48+20 LT.
4 STA. 41 +50 LT. " >"
END TAPER t R
REMOVE EXISTING F.. AND 9ULVERT r ' ` �:- F s EE 24' PAVED/3SHOULDER
OBLITERATE DRNEWAY TO 75 CE RU
$ . _ TOPS01 SEED AND MULCH t l - F1'
LT FROM E NE
L,
- RESTORE DITCHUNE WIOENiNG RE r
^ I 7 15
k sT 1+oa-4sa o°'LT �yt —
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f 50' TO +28.1' 73
> > REMp�E p�ISTIN_ C�„F.. �O D50QU�VERT 45' TO FLAG OF C&G f ?
rn o OBLITERATE R A 42.5' TO C '�
SEC 6 T28N R19W NE SE TOPS01L, SEED AND MULCH TYPE J :�E �e CROIXLAND PROPERTIES LTD.z
RESTORE DITCI�UNE 401 NW 38th CT 2
STA. 3s+3o C�L M AM!, FL 33126
T,o - NOTE: OLD AND ABANDONED FENCES TO_ r /0
t ' PRESERVE D PROTECT m � I + 2* 'R19W SW . N
c A,-L' • EXISTING 24N CMP c6 REMOVED AND DISPOSED OF AT THE' r V ' '�
EXTEND EAST END 15' zm DISCRETION OF THE ENGINE:" /
EXTEND WEST END 15' mz r
REATTACH IX END SECTIONS SAWCUT AND MATCH EXISTING ASPHALT
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! NOTE: UTILITIES NOT SHOWN
ON PLANS
cavTtox FIELD LOCATE PRIOR TO
CONSTRUCTION
N EX;S GRADES
#LT L _
..AIL
INSTALL 26'X18- CMP
WIT END SECTIONS g=' ` x x ■- __ _
IF ♦ MATCH EXISTING Al
' STA 53+00 BEGIN
TRANSITIONS TO MATCH EDGE
OF ASPHALT AND SHOULDER
- T STAN701BS t t.
CROIXLAND PROPERTIED L
SCALE 401 NW 38th CT 2
MIAMI, FL 33126
0 50' 100, 150' SEC 6 T28N R19W SW NE
YMCA OF GREATER ST. PAUL
2125 E. HENNEPIN AVE.
MINNEAPOLIS, MN 55413
SEC 6 T28N R19W SE NW
-�
ic
IATCH EXISi1NG AT 33'
i M t'4{� =.
870
865
860
PROPOS
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COUNTY PROJECT NUMBER SHEET NO,
70.OM Widening 11 OF 20
PLAN AND PROFILE
�-illi.�'4
Ilk
NOTE: OLD AND ABANDONED FENCES TO BE I
REMOVED AND DISPOSED OF AT THE '
DISCRETION OF THE ENGINEER
870
865
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63+00
64+00
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