HomeMy WebLinkAbout2003 8939-03-76.pdfINDEX OF SHEETS
ISTA TrE 00 F 11f%960110NEW
STATE PROJECT
'DERAL PROJECT
PROJECT CONTRACT
0
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CO
Sheet No. I Title
Sheet No. ;Z. I Tlialcol Sections and Details
Sheet No. — Estimate of Quantities
Sheet No. IV Miscellaneous Quantities
Sheet No, — Right —of —Way Plat
Sheet No. C.I. 7 Plan and Profile
Sheet No. Standard Detail Drawings
Sheet No. Sign plotes
Sheet No, Structure Plans
Sheet No. Computer Earthwork Data
Sheet
TOTAL SHEETS = 2 41
DESIGN RESIGNATION
A.D.T. (2000) = 2400
A.Q.T. 2024) = 5331
D.H.V. = 533
D. (Z OF A.D,T,) = 60-40
T. (% OF A.D,T.) = 67
V. = 55 M.P.H.
CONVENTIONAL SIGNS
COUNTY LINE
CORPORATE LIMITS z—/z/—//-/1C//zzz2
PROPERTY LINE
LOT LINE
LIMITED HIGHWAY EASEMENT
EXISTING RIGHT OF WAY
NEW RIGHT OF WAY
REFERENCE LINE
SLOPE INTERCEPT
ORIGINAL GROUND
MARSH OR ROCK PROPEL
CULVERT IN PLACE
CULVERT REQUIRED
CULVERT REQUIRED (Pmra,) a
COMBUSTIBLE FLUIDS
(UNDER PRESSURE)
UNDERGROUND UTILITIES
GAS
ELECTRIC
—F. —
TELEPHONE
--- I ----
OVERHEAD ELECTRIC
---OH—
SERMCE PEDESTAL
0
CABLE MARKER
11
POWER POLE
6
TELEPHONE POLE
RAILROADS
MARSH
WOODED AREA
FENCE LINE
[0FVD)L%RjrNENT 00 [F TrR6%N3F,0RTZ%Tr�00 N
m
STATE PROJECT NUMBER '�—- I,�
8939-03-76
E.
,4 RECEIVED
Cf-... -rT Cp= CL2",4iY K*04;Pf DEPT
LAYOUT
I'=4 MI.
SCALE
COORDINATES SHOWN ARE REFERENCED TO THE
WISCONSIN COORDINATE SYSTEM CENTRAL ZONE,
TOTAL NET LENGTH OF CENTERLINE = 1.98 ML
ACCEPTED FOR
S-L CROIX COUNTY
--I- --Hi"AT CMAIWAN
DATE —Co�U=*rR
ORIGINAL PLANS PREPARED BY
HUMPHREY I, INC,
S' RGGFR L N
HUMPH
E-27^ 4
ILLE
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
—PREPARED BY
bht a Ex e,, A
_RMFRT ANDS RS,wvON
pnJ Dwr. Dr""r
am Dane�
APPROVED FOR DISTRICT OFFICE
DATE
CTHITTI..DV.'G
18' CLEAR ZONE (TYP.)
& MULCH
m
91
am
& MULCH
SALVAGE TOPSOIL t MULCH
I -T--1
r MIN
✓ POINT TO ON CROSS-SECTION 8" CRUSHED AGGREGATE BASE COURSE
3-1/2- TYPE E-I ASPHALTIC CONCRETE PAVEMENT 3-1/2- TYPE E-I ASPHALTIC CONCRETE PAVEMENT
fJ LL:::
(2- BASE COURSE - 1-1/2- MAR COURSE) (2" BASE COURSE - 1-1/2' WAR COURSE) 12' GRANULAR SUBBASE COURSE
3' SALVAGED ASPHALTIC PAVEMENT (BY OTHERS)
S' CRUSHED AGGREGATE BASE COURSE
CRUSHED AGGREGATE.
12' GRANULAR SUBBASE SHOULDER (TYP,) 160114 AVENUE
Q.T.H. "I"
VADENING REHABILITATION os
STA. 212+50 to 219+30 and STA. 224+80 to 311+43.91
9' - 24'IN Rah
Y—E�:Pny Owl
6, Mad+am+ o,t Mat W.
25% f So-� W�
P-q� S�
IS' CLEAR ZONE (TYP.)
& MULCH 3v IFERTILIZER & MULCH 1
R
gm
1*2�1111009*Mm
\-POINT REFERRED
4
3-1/2- ASPHALTIC CONCRETE PAVEMENT TO ON CROSS-SECTIO�\
yti (2' BASE COURSE 1-1/2' WEAR COURSE) (BY OTHERS)
3' SALVAGED ASPHALTIC PAVEMENT (BY OTHERS)
8' CRUSHED AGGREGATE BASE COURSE -
12' GRANULAR SUBBASE —
Q.T.H. "I"
VADENING RECONSTRUCTION
STA. 206+90 to 212+50 and STA, 219+30 to 224+80
l -SEEM
Win
AGGREGATE
(TYP-)
Ce the,Ic nte Fd k
WER-5
MY m
3171-11
APRON DOWALLS TOR Qk"T
1,1815-3�
STOOL PLATE SCIAl WARE. c"
�IIION
S71L FYATE lIvku wm) EWR
� TO?wPul
1��
PA� � c4kmw
1�%
PAVEMENT �
Imn-I
� � M LmE
ROH-FREDMY/�AY
00332=
ww"
DIGGERS HOTUW
ST. CRON ELECTRIC
THE I-PAP-242-Mll
Ign R*D0.'KAy STREET
HAMMOND m 54I015
TEL (715)-796-7o
MIDWEST OAS
LAMY CAMT504
611 SHAY STREET
SOMERSET. " W25
52"
XCEL ENERGY
VXVI-M,47-
N wal
W�IFL-265-3258
SOMERSET TELEPHONE
WAY4E H,VISON
300 SPRING STREET
rMnRl�" 54=
-247-5545
ST, CR= COUNTY HIGHWAY DEPARTMENT
P.O. SOX IOS
H50 DAMS STREET
M 7ff'9SJ!)M22527
M RAWDERG� HWO COMMISSIONER
P4V.VIG
I zrel. os
SCf N,P ;Yeeel dYdms$ 84Y•4f
128.eR pk6nSi �� x29nYB Z2]+i8 e,. d
p
Ilk Cv i k S4Pc£.
b1a �' ore+
P49 d✓fFAR SOt� � yn TNe ts'N'
�7
➢C.
�P—
ZSf sto yl zrl.SSp BPIe._.YP Z".17
'. IFE•SJ Z$Fnra ZIf•e`Y ZPP.jP 2B4rZi '
Y e.
El
' $SI.s9 YYd«Rt dtisf9 8FA«Y® =IT P4
f dFRP}> 2Ct.]p dIQY!/ diBe SZ XYlaYS
i
LOQ09N,
STA, 207+00 TO 311+43.91 19
STA. 10+D0 TO 13+7L53 (160Ih Ave) ---,A
TOTALS 15
.c�
CUT FILL BORROW (TRUCK MEASURE
0CAMI 9a--j-Lu-mQLn-pl-I
STA, 207+00 10 311+4A91 12030 21340 12570
STA- 10+00 TO 13+71.53 650 4.�Q
TOTALS 12550 22190 1302D
VAMLLA90EGAM-B�-
-Q-Y-
LQ.cATION vigm Mllg-m
STA. 10+00 TO 13+71.53 370
STA. 207+00 TO 311+413,91
TOTALS 5775 A7N7-
LXARM
STA, 207-00 TO 311+43.91 790
LQCAD-QH EUMIE WzlgaLE
STA, 10+00 TO 13+71.53 720
SrA, 207+00 TO 311+43,91 13AIQ
TOTAL 13410
ASDI&Jla-=Q�-
(INCLUDES ASPHALTIC MATERIAL FOR PLANT MIXES)
ASPHALTIC
PAVEMENT
ELIOLE WaIGOLE,
LQQAnm IQK IQNl
STA, 10+00 TO 13+71.53 120
STA, 207+00 TO 311+43-91 2m 5=
TOTAL 2625 5895
EIILZERE -AWLRUAY-EXleT1 S��
(BY OTHERS)
L@CAIlD3 S.Y.
STA 207+00 TO 311+4191 23200
PBUTERATE casnNG ROADWAY OT
=A�
STA. 235+00 TO 248+50 RT.
MR
STA. 207+00
22
STA, 311+43.91
22
STA. 13+7LS3
22
TOTAL
66
STA. 212+00 TO 222+00
LT, & ITT.
440
STA. 230+00 TO 232+00
LT. & ITT.
120
STA, 256+00 TO 261+00
LT.
120
STA, 265+00 TO 274+00
LE & RT.
400
STA. 292+00 TO 294+00
LT, & RT.
120
STA. 301+00 TO 304+00
LT.. & RT.
m
TOTAL 1400
I'A"MINEW
SALVAGE FERTILIZER SEE
TOPSOIL TYPE B #20DING MULCH L AND NOTES
LgL-kTm S.Y. LWL IU—sy
STA, 10+00 TO 13+71.53 60000 37R 1620 BODOO
STA.. 207+00 TO 311+4191 IM DA 3m 32-40
TOTAL 61240 38,6 1653.4 61240
STA. 218+00 TO 220+00 RT.
STA, 232+50 TO 235+00 RT,
WCADEM
STA, 236+62
LWA
STA, 265+95
STA. 284634
STA.
244+00
TO
245+50
LT.
STA.
247+00
TO
249+50
LT.
EXISTING PIPE
STA.
248+00
TO
249+75
WIL
LCIC-A-0AM-0
EAOF4
STA,
253+00
TO
255+50
LT.
57&
256+00
TO
258+00
RT.
RE 18
1
STA,
269+00
TO
271 + DO
RT.
STA,
294+50
TO
297+50
RT,
STA,
295+00
TO
296+50
LT,
-1
TOTAL
EXISTING PPE
PIPE APRONS
pw
44e
835
585
835
875
560
335
1115
1670
Aza
7675
ml.& DIAM (T -LE- NEED-M
48 70 2
24 84 2 ME-ba-EAam BIERAR
STA, 265+95 RE 30 20
STA- 264+34 BY, N 212
TOTAL 60 40
4* YELLOW
4* DOUBLE
4' SINGLE
4' WHITE
SKIP DASH
YELLOW
YELLOW
EDGEUNE
LQcAnm
LE,.
LL
LE.
L&
STA, 207+00
TO
235+00
702
2810
5620
STA 235+00
TO
242+00
175
1400
STA 242+00
TO
277+50
700
7100
STA. 277+50
TO
283+00
138
550
1100
STA- 283+00
TO
311+4191
m
—
—
5700
TOTALS
1730 700 3360 20920
Iffin.-Twillm
END TREATMENT
END TREATMENT
LXAT
L&
BIADM
EAQi
BIARQU
ELM
STA, 230+00
TO
236+DO RT
6DO
STA, 230+00
1
STA 236+00
1
STA, 244+00
TO
250+00 LT
6DO
STA- 250+00
1
STA, 244+00
1
STA- 246+00
TO
250+00 RT
400
STA. 246+00
1
STA. 250+DO
I
STA, 253+00
TO
257+DO LT
40D
STA 257+00
1
STA 253+00
1
STA, 256+00
TO
258+00 RT
2DO
STA. 256+00
1
STA, 258+00
1
STA, 269+00
TO
271+30 RT
230
STA, 269+00
1
STA. 271+30
1
STA- 293+50
TO
298+50 RT
5-QQ
STA 293+50
1
STA, 298+50
1
TOTAL
2930
7
7
LQQAMMLS
STA- 207+DD TO 311443.91
LWAIEDU
ax
STA. 232+50 TO 235+00
PIT,
350
170
STA. 244425 TO 245+25
LT.
120
60
STA. 247+25 TO 249+DO
LT..
250
120
STA. 248+00 TO 249+75
ST.
250
120
STA. 253+50 TO 255+50
LT,
300
140
STA. 269+00 TO 271+25
RL
300
140
STA 294+50 TO 297+5D
RT.
450
2M
TOTAL 2030 950
LOCATION L.E.
STA. 213+00
RT.
20
STA 220+00
LT.
20
STA. 233+00-STA, 235+50
RL
200
STA, 235+75-STA. 237+50
RT,
175
STA- 247+00-STA- 248+50
LT.
150
STA, 247+50-STA. 249+00
RT.
15D
STA, 253+75-STA, 257+50
LT.
375
STA, 25,4+00-STA. 258+00
BY.
400
STA. 255+50
RT,
20
STA. 266+00
LT. & RT,
20
STA, 269+25
LT.
20
STA, 271+50
RT.
20
STA, 284+00-STA, 285+00
RT
100
STA. 284+34
LT,
20
STA, 289+00
LT.
20
STA, 291+00
LT
20
STA. 292+00
LT- & R'L
20
STA- 295+53
LT. & WE
20
STA, 301+00
LT. & RT.
20
STA. 303+D0
LT.
20
TOTAL
1810
-GENERAL NOTES
EXACT LOCATIONS OF PRIVATE AND FELT, ENTRANCES ARE TO BE DETERMINED By THE
ENGINEER.
THE LOCATIONS OF EXISTING AND PROPOSED UTILITY INSTALLATIONS SHOm ON THE PLANS
ARE APPROXIMATE. THERE MAY BE OTHER UTILITY INSTALLATIONS WITHIN THE PROJECT
AREA WHICH ARE NOT SHOWN ON THE PLAN.
BEARINGS SHOWN ON THE PLANS ARE ASSUMED BEARINGS.
SET FENCE (FOR SILTY SOILS) IS TO BE PLACED AS SHOWN ON THE PLANS OR AS
DIRECTED BY THE ENGINEER AND IN PLACE PRIOR TO STRUCTURE REMOVAL
CONTRACTOR SHALL COORDINATE ALL ACTIVITIES WITH THE, COUNTY HIGHWAY DEPARTMENT.
-
EXSnNG DRIVEWAY CULVERTS TO BE REPLACED AS DETERMINED BY THE ENGINEER IN THE
FIELD.
NOTE: BLEND CRUSHED AGGREGATE SHOULDERING
S7K 269+47 MATERIAL. AT ALL AGGREGATE ENTRANCES TO MATCH
EXISRNG L ib' cxxna trt vm T . uarc2i£ ¢mu.'w
'1a6t9C t& P.E. ACC. Sa+rRT, W SW25
C5�
NG
6650 G111 P p
G� re¢ 0.Ty5�, x INSTAL Gt1ARpRA!L (PYP,} — Stf�E t ..fWERYT. SW25 � � x
a � y45t =a,E'.___"¢�__""n" N1FRrA*F STA. 2b4+3
pTsAI
O: _.,^'` --• r m-'..'� cem E? SnN 24-
- - a c
STATE PROJECT NUMBER SNEE4 NO.
8939-03-76 6•Gf
EROSION CONTROL PLAN
CTH 7 from 153rd Avenue to Someeset t"ioge Limits
SCALE 1' ® 200'
OxdED By WAR13 DTMX
STA, 2E9+04 I
lmsY G GkP tb' a T65s CM E d
GOOO W 5Wn
P.E. ACC. STA. 241+88
EMSNY P ib' {
P.E. ACC. ,
t% ,, ... .arn. Eli+51 `D" 1
A+95a 7 CPST GG .ts'" f _
/ A DaS N COAP 46' t>aas sr rtxwes ma'tx I RE ACC, (_ dM0 Bt w 4 ° q IEEE
E =G
POOR tai4 GM I I (g lj+ tat4 CM f pp
k4 "� Sw�tg'g:T. W Si0x3 r% 9,y "� .� { ""'.Po W 54P25 B W P ST& 2PZ 91+07
+ tf
1
.?// i° "`^` Purcv. oP T+�B"- '"'m •c) sra-arsr rev er .w<vns o r
% CAiT
u� :dAffR54:f, x 51925 O!9) trt tlKN/.4 ! ISAn[IFN toib[C[
Q
M PR !3]95F C0.f6Ai YA114�2Tt+2105
t —__--_....__
tatA CM _ _ rty
th" pp[yy [paxx
SGgRSET. x sW25
tars CTFt f�
STA. 291+V
EXiSTIpG P 79"
IiP 2,F
NET LENGTH OF CENTERLINE STA. 266 + 00 TO STA
293 + OD = 2700 LIN. FT.
)
!ff
11PE fNU(M'.) 5SA-RPXT
P/ of GdYR
r4 3 n£ ascoss(a%cm 2ASrw to 29a+w
ST LT
OM1L0 M L13 WATT U.ISOxN fA151
{
F�E�,3
w (a ) s43re7r4a«w
'attoes CTn i
STA. 303+20 z x V{ 5 '
°-'-Ytl1O`"F"hT
STA. 315+at LT
FAR
6
,
{ WSTVFG P t& {
T. 5bIX25
,_, `—__.—__--
I
a [!
FXISiAttIG QlP4gt b'
FAR P.E. ACC.
q
{ �t
Bx x p.Ats t
CtN 1 {
I
P.E. AM
i
SLOPE p{TEpGEPT STA. 307+76
T [
SFA. 313+7T.7
F.E. AGG. 1l t
` 5
e
6b 12 NY w ar
4S. W 5W23 STA. 2eb+�5G r ` y GR P E. 4T�!
N Std. 29T+16 STA. 294+25 vx s aax*oa" a z eretm` [
u } G --. ---
w onyx [
®,
P.E. F.E. F.E.
-
._�..-t�_.m.....:m.....- --rx'�=^-C=- s __ .._.. }
-
_ _.crs ,-G--=-ff� u "^
' -
w—»--
ercPs� ..
-
... ems, —,.,—.mom.
M
STA. 312+10
n FL ACC.
{k,
R
EMSTSTA. 3QIiOJ
NG CMP is'
PCOR
a o
p GAS TRANSFER STATION 9
EXISTING CUP IS'
ry
P.E. AM {
9{
„ M
u
', Q
g
STA. 315+M RT
F R
NOTE: STA 311 + 43,91 END
CONSTRUCTION SAW CUT (BY
s A zss+b3
sMG cuP 24
1
0 u
m
OTHERS) MATCH EXISTING PAVEMENT
°A[R
TAPER SHOULDERS TO STA 312+04A
Itzi � Bu+cr wsr S% cm t
ten Cnt o er w.vcx en�uc a � ru_a� T. x s+an
�'
TO MATCH EXISTING SHOULDERS
5'StFR�.T. x SW25
NET LENGTH OF CENTERLINE STA, 293 + 00 TO STA
394 + 63 = 2163 LIN. FT,
INSTALL CLASS 6 TYPE B EROSION MAT IN DITCH
BOTTOMS AND ON SLOPES STEEPER THAN 2..8:1
AS INDICATED ON THE PLANS
DITCH CHECKS - SEDIMENT LOGS
--.-.-- INSTALL SILT FENCE
0
{NS'TA€.L SLOPE STABILIZATION RIP RAP
rCAUTION NOTE: DO NOT DISTURB
3a� EXISTING SECTION CORNERS
STATE PROECT NUMBER SHEET NO.
BLEND -CRUSHED AGGREGATE SHOULDERING 8939-03-76
-.1 �NSTALL CLASS [ TYPE IS EROSION MAT IN DITCH NOTE: .3
rz=v-�, MATERIAL AT ALL AGGREGATE ENTRANCES TO MATCH
BOI TGE4S AND ON SLOPES STEEPER THAN 2,5:1
AS INDICATED ON 11HE PLANS EROSION CONTROL PLAN
CTH C" from 153,d Avenue to Somerset miloge Limits
DITCH CHECKS -- SEDIYENT LOGS SCALE 1' 200'
INSTALL SILT FENCE
5+90 BEGIN =CONSIRUCTION STABILIZATION RIP RAP
"+90 7THER
[NOTE: STA, 20
NOTE:
S
Y
SAW CUT (BY OTHERS) INS TALI. SLU'E
W CUT S
MATCH
TC XI S PAVEMENT
M
ATCH EXISTING PAVEMENT STA, 219+95
vasllnDOR 19" MR
Pf-r'A A
F.AM
161D C11i I E
&
STA. 2M+W STm Z3RE+00 cll� r
GR.p L
--------------11r
-- -19 ---- -4- (u
STA. 213+W A
E)SrNG CUP IS* " 8+00 Ileyp-
I
+ cow
+
--- -------
+ 1: !;4
----------- NET LENGTH OF CENTERLINE STA. 206 + 90 TO STA 235 + 00 = 2810 LIN. FT,
NET LENGTH OF CENTERLINE STA, 235 + 00 TO STA 250 + 00 = 1500 LIN. FT, A
p
WIT Al
No 17s7a W (Mm) taste 0.ml
nw,m
(mml) lw m 2�w/
INSrALL WDRAI-
OMYng 48
77—
------ -------- - 777-7
Lr
------------ — ------ obpf ray
----------
----- -----
i;z aT I INSTALL TypE BI WTESEC,,,,
Oh isltrA-Aa 62 R it MOTE: RIGHT —OF W
NOTE:.
PLAN
T— N WAY
S SHOWN ACCORDING -0
C
+ + CGOL, O'x 200, S.TAxt+:,s HOW ACCORDING IN 0
Yt TO Be REROYM FA X 14NG
EXISTING
PL 0
ROAD MT� If
1591 em =EXISTINGPLAN DRAW
SAW SA�T
+
I� CIN I _�D
ST& 25X9+50StYdRsSBns
sLOPE NTERCEPT DR R,
--------- ------
-------- —,t-4
co,
+
a"x
R A
p1w
own)
1748-Ml)r- f
+
2"N QA�
(offD"��m
NOTE: DO NOT DISTURB
CAUTION EXISTING SECTION CORNERS NET LENGTH OF CENTERLINE STA. 250 + 00 TO STA 266 + 00 1600 LIN. FT.S 4
SSF S,,qA
?
STA 2e9+47
E)aSTNG cup Is-
P.E. AM
ENOTE: END CRUSHED AGGREGATE SHOULDERING
0 SH U 10 MATCH H
�ATER�IJ AT ALL AGGREGATE ENTRANCES TO MATCH
Isla CIR t
,a,EIFIET.
STATE PRCXECT NLNA9rR SHEET NO.
8939-03-76
CENTERLINE ALIGNMENT
CTH T frc,lI 153rd Avenue to Somerset W[age Limits
SCALE I' - 206'
o!n
SEA 289+04 I Im CIM I
0,NED " Domn e9eM1
NET LENGTH OF CENTERLINE STA, 266 + 00 TO STA
293 + 00 = 2700 UN. FT,
NOTE: RIGHT -OF WAY
CUP A8"
CC T
SHOWN ACCORDING TO
=PLAN
exu'rso�;EE
M wca w S�) Mw M �50
I
Ian c'" I
Scas
IM GTH I
STK 303+20 Ssi"% W
STA. 315+m LT
FAIR
EXISTING DRAWING
1
STA, 3100+98
CeSINO cuR I r
1
E"F� lit,
Is,&2 CIR I
sso,25
FAIR
i
RX, A=
INSTAEl_ SLT PENCE
6;1}
STA. 297+10SM 2984
P-E FZ.
P.E. AM
STA. M+25
FF-
SLOPE NTERCEPT STA. 307+M
caT P,E.
ci� y
STA. 313477.7
M AM f I �t I
— — — — — — — —
STA. 301409
Li MSTING OeR le
pppggq
POOR
pz AM
sa
w2s
Tin —cil —1
sujutsElr, w saozs
�IN TAit ['TT FTTI)C�[
IM FENCE/
E=TNaI WP 18"
STA 315+00 RI
r S
1693 SIR I
NET LENGTH OF CENTERLINE STA. 293 + 00 TO STA 311 + 43.91 = 1856.09 LIN. FT,
RE AM
GAS TRANSFER STATION
11" 1
a�CAUTION
mNOTE: DO NOT DISTURB
EXISTING SECTION CORNERS
NOTE: STA 311 + 43.91 END
CONSTRUCTION SAW CUT (BY
OTHERS) MATCH EXISTING PAVEMENT
TAPER SHOULDERS TO STA 312+041
TO MATCH EXISTING SHOULDERS
NOTE: BLEND CRUStiE:d AGGREGATE SHOULDERING
MATERIAL AT ALL. AGGREGATE ENTRANCES TO MATCH
�- NOTE: STA 206+90 BEGIN CONSTRUCT ON
SAW CUT (BY OTHERS)
MATCH EXISTING PAVEMENT STA. 09195
E=TING MR i9` 9mQI1 9'r troru� k auu wwAx
�` OMkD HY i2QlAfl ! Stf(FHE CfMG'tx POOR tlip2 CM P
.. `,•f iS%cltf i C F.E. AM 9MR'T. w SaZS
T, w sWxs
e
SECT49M x0kbW T0243f5n t06[ d KCTPpM 2tlaM TCA 32{48k AO bE
kx�KtlkW�=T I - k KxP=
A 209}80 'TA 213+M 1 T TETF
CR. P E ��\\ Gt. P
w amtr s= .E. 5 T Ft ttCC
STs av a e5w Y s ezMs r
.. _ `
_-
.__ ._...__ _._. _._.... __ - Y----
a v
TV
...,.......Tp.-.` 9._. O Sl .__.....�._._ _, ._- — ----- Q. � ¢--- -- Q O R O 6•—_ P _ ,_P. _ .m Ct.
+-6w
p .15TA14 Sii.T 6'ENCF 'n STA Q 229o2tAM i GL P.E.E.
s P.E AGG.
DasnNe caw ea' N ti M1
GOOD
J
NET LENGTH OF CENTERLINE STA. 206 + 90aTO STA 235 + 00 = 2810 UN. FT,. A'
r ;f Sir NET LENGTH OF CENTERLINE STA. 235 + 00 TO STA 250 + 00 = 1500 LIN. FT.
7 / (' :txuwxa: c+' tuo xnw:s+s - xq. ,s. Tm mee
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57.,(�
STATE PROJECT NUMBER SHEET NO,
8939-03-7:
CENTERLINE ALIGNMENT
CTH 7 from 153rd Avenue to Sanerset V.11age Limits
SCALE t' - 200'
5µ�4NX
00
� 6ATMa
sr
z
psCoTzs
srk „
zryfp$ \
y��
&° r
orb
°°c(
�P1
." " ..• - �' ` sTA dzn+sx`^ . ^kF`"(' , r<. __ �`' E *6` tl t ALL TYPE e1 w NOTE: RIGHT —OF WAY
iy pp G 2SC1 OF rnskn trr egvh@ ! 2kA �,. 44 (/) / PIT TERSEGT1p{
.�
! j st�E m R� AF . w s azs �A • , °° / SHOWN ACCORDING TO
153t sTrw ROAo �T. "`* i .���q EXISTING PLAN DRAWING
t@V M SWiB SA%txlT `^+,�. • �d ( ( f
e?
p t 3
NSTAil star rv1;s ian cm I m An k vw tlw
E \ s ) S CPE S S GCR ET. w SW25
x
1 ,_..._. __•_ �-^--. �-'�.ed a ___- w...
ma'y Y �/b!� 's " ?s x..?S •". .--. _ o _.v ._R%y..,.va.�,.
d v au STA. 255}58 -.
PC ACQ
&rf„G"_"' D]SRi1G CLIP Tr
0 l ...., f U t�
rm iu¢s wvua i awdGr rt't.r ! s nrnm j t G'' GOOD ® @ > f
t
5i4 Isom A4E tT48 30M
`.ii1tRR5Ei, w SW2S a,, 51ARR1.T.
NOTE: DO NOT DESTURB 1819 cM ¢
gCAUTInON
EXISTING SECTION CORNERS r
� NET LENGTH OF CENTERLINE STA. 250 + 00 TO STA 266 + 00 = 1600 I -IN, FT.
o
:o
STA. 213+00
SLOPE TNT
STA. 209+80
50' GR, P.E.
C4,V GR. P,E-
z ul -2
-----------
---------------
�zr—v-75�
-----------------
7SLOPE
TNT
STA. 213+00
P.E. AGG.
EXIiSlING CMP 18"
BENCH.MARKS-
GOOD
R NO. STA. DESCRIPTION
�R � T
ELEV.
ELEV.
Kcollsm"�
END RE�UIDI4
IF�7RD_ 11
10 206+30 NAIL SO. SIDE OF 153RD AW--,
51_ L _ _
94 42
L4 2
1 _
BEAN KCONSMCT
ST& 21D+M
ST& 207+0)
STK 212+50
100 M�-00- NML—N. SIDE OF E
94841
948,41
960
960
F
955
95�5
. ....
. --------
----- —
50
950
945
4-
145
940
----- ----
---------
-
+
--
940
935
935
93
930
2 --30
—
------ --- .
. .
. .....
—
-------
925
925
mi
L7... ........
...
—
--------
920
920
Cy
z
F-
n
'R �"n
*t
0'
1 r��
IN
o
El
t
6� 1
m
m 06
Do
m t'
m
q5
(6 L6
ui
�i
C6
n
Im
m
re.
x
It
,
WL
915
915
205+00 206+00 207+00 208+00 209+00 210+00
211+00 212+00 213+00
214+00 215+00 216+00 217+00
218+00
219+00 220+00
STATE
PROJECT NUMBER: 8939-03-76
HWY: 16Oth AVENUE
COUNTY: ST. CROIX
PLAN & ILE SHEET SCALE: o
11-
SHEET NO:
E