HomeMy WebLinkAboutZ2 7200-04-71 1998.pdfFNOTLOCATION
DESCRIPTION
LN44�
EAST CORNER COZ
947.52
BASE 'RIVER FALLS
WELCOWS YOU'
SIGN
X 1286561.345
27S Y 39605%054
285
4,80
T ------7-
CURVE 4
P.I.
20 -3-47
0I.
-T 94.32
,9 E V. .041
Y.
j)-
I q 6 0
�MfmkNOIAOM I
lmmmmu#lo=# ma 0=1
PLAN AND PROFILE
S.T.H. 35 ST. CROIX
>x
/"v INLET NO. I
STA. 295-00. 25' L%
1 EA. INLET TYPE 11
4 EA. US GRATE
ELEV. 939.p -
gggiiimals�l
890
- --------
-
=T
2
3
4
29"
6
7
89
1 2 3 4 27S 6
7 8 9 __LBO 1 _2 —3m285 6
9
290
1
3400zPP270,DGN
JDB , —
NO.
LOCATION
L
DESCRIPTION
ELEV.
�090
LT
T39-70 LT
Sw CURB STRUCTURE
94E�26
94'��26�
B55-04 BLUE KEEL UARK,-
410
10
9 75t RADIO RD.
BLUE KEEL MARK, TOP
93B.02
9 B
R ;I
: :W
MIDDLE STEEL 60'
CULVERT PIPE
411
T340-05 RT.
BOLT PP -APH IGO
46.70
415
358�30 R% 145�
BOLT 2ND ELM TREE
'9 7 . go
1947.90
NORTH SIDE CHAPMAN RD
1�
1�
2
3
4
Bw 410
'J
STA 339-T 0
STRUCTURE C-55-0P4 REOUIRED
xy TWIN 8'x 6' GONG. BOX CULVERT
(SEE STRUCTURE/DETAIL PLANS)
SKEW 20' LHF
f— ---------
STATE PROJECT NUMBER Sl
7200-04-71
INLET NO. 7 PLAN AND PROFILE
STA. 345.35.
I EA. INLET TYPE S S.T.H. 35 ST.
2 EA. US GRATE
GRATE ELEV. r'/"
945.7
E ELEV. '�42.9
Or-77TH2.81
LeINLET NO. 8
STA. 354-OD. ZT' LT.,"
OBLITERATE ROAD I EA. INLET TYPE 9,'
2 EA. US GRATE,"
GRATE ELEV. --949�3 ll;TA 344-66.07D STH 35
ELEV. ,147.2
DEPT -2.1'
EAR & CONCR, BRIDGE
26' ERALL WIDTH OBLITERATE ROAD
TO ENTRANCE
T
8
9 340
1
'==940 1
a
4
34
2-
OL
'm "
1
-----
2
— -
3
-------
4
355
6
7
8
9
:PP330,DCN
o
STA. 364-00
INLET NO. 9 EXISTING 48'X7O'X62'
STA, 361-OD. 31.3' LT, CATTLEPASS To BE REMOVED
I EA. INLET TYPE 9
2 EA. US GRATE
GRATE ELEV. 953.1
E ELEV. 950.3
DEPTH 2.8'
CUTT—VE 10
0 6
VE 464,'V--
P. 1. p
R C286,1� T9 QcP 6'
L 13 19
I 0WO-2
o RPN U&RKS
LOCA11111,
DESCRIPTION-'
ELtv,�
67.3ao_ LT 40
BM;C P -RO FROM
AP.r
94T.90
PSYLANDER
-Tsz—.48
5-10. L,7,. 1W
BLUE KEEL TPP OF
COVER
lowidsloomm
STATE PROJECT NUMBER SHEET NO.
T200-04-71
-.'INLET NO. 10 �Lj PLAN AND PROFILE
ETA. 375.00, 30.1' LT.
I EA. INLET TYPE 9 411S.T.H. 35 ST. CROIX
2 EA. US GRATE
Lj/ A
GRATE ELEV. 951.2 0
rL ELEV�
DEPTH 2.7' -11 Wo
9
STA. 3T3-50
STA. 36B'-3b RT. EXISTING
3 STH 35
CULVERT PIPE
CGNSTW P.E. STA 375- 62��123 STH 3s _00
A. I
TO BE REMOVED 30-00 F I
INLET
No No
��6� 2T.
///�/STA. 37542 RT. STA. 380a,:41. 24.4' LT.
_37 _ __D TYPE
�
CONSTRUCT P.E. I EA. INLET TYPE 9
3 - 60" CULVERT PIPE RED ' 0 2 EA./US GRATE
f` OFF 6 - APRON ENDWALLS. REO'D. GRATE ELEV. 951.Ds
E ELIEV. 9116.75
DEF�TH 4.W fi
T
E�
1
ri
2
3
4
365
6
7
8
9
370
1
2
_3
4
_375
000400:PP360.DGN
98 JOB
8 9380
IROTAGS RD. I
BM 425�
CURVE DATA
CURVE 24
P.I.
A 16*12'09"
D 01*00'00'
R 5T29.58
L 1620.25
1 815.57
STA. 39700
EXISTING PIPE CULVERT fF.E.)
TO BE REMOVED
�- W�4WI
LOCATION
DESCRIPTION
ELEV
.=--1
922
STA. LT.
POLE
PK,POWER POLE
967.27
GLOVER Rbl�l
430
EZ;�DO
STA� 23-Oo AT-
_E
BLUE KEEL TOP AP
968.25
GLOVER RD
OLD E RD.
'Y
WELL CASING,4DY
'ELL C S
OWN HALL /
STA. 420�00 RT.
LPOWEA POLE
TPOEo P LE
963.66
1�
1�
INLET P.O. 12
STA. 397.00, 27'LT.
I EA, INLET TYPE 11
A EA. US GRATE
rL ELEV. 959.3
STA. 4015.78
EXISTINO,36" X 68'
CULVERT PfPZ TO BE REMOVED
OBLITERATE ROAD
INLET NO, 13
STA. 405-78, 27'LT.
I EA. INLET TYPE 9
2 EA. MS GRATE
GRATE ELEV. 963.6
rL ELEV. 956,3
DEPTH 7.31
6
7
8
9
400
1
2
3
4
405
6
STATE PROJECT NUMBER SHEET NO.
7200-0g
11r PLAN AND PROFILE
T.H. 35 ST. CROIX
4 STA, 35 r 41.30
VER RD.
OBLITERATE ROAD
-1 d REvGVE-aUILp
24 =RN CRIB P — -----
']AFAN D LL
P I
D 01*30*oc",
R 381
L 7,9 .5'�
.041X
1191mmmi
910
_L- 13 - 9 _SJO 5
Rpmr" UAPMY
NO.
LOCATION
DESCRIPTION
ELEV.,
555
5 A.
441 10
LT.
BLUE KEEL ON CURB
2" 66
OF BRIDGE B55-05
441
STA•
441.70
LTI,
BOLT, BURR DAY,.
920.87
12* DIA.
740
_�T A.
435-9D
RT,
_jOl MAPLE.
24* DIA.
925.37
ffm
STATE PROJECT NUMBER
SHEET
C
0
7200-04-71
INLET ND. 16
? _STA. 443-00� 2T ° LIT'-
:�
PLAN AND PROFILE
CA. IN -LET TYPE 5�' S.T.H'
35
ST. CRC
2 EA. MIS GRATE
(-GRATE ELEV. 922.6
--rL ELEV. 020.0
INSTALL BLBLANKET11STA.
DEPTH 2.6'
DRAIN
434.25 RT.
STATION 441.35
STATION
EXISTING 24' X SO'
RCCP PIPE CULVERT
REMOVE STRUCTURE B55-05
STATION 441-36
427.50 TO 428.00
Y
TO BE REMOVED
COMB. TR. TIMBER I BEAM COI
BRIDGE 71 STRUCTURE 5-55-162 REQUIRED
LEFT BACK SLOPE
"1
0
35' OVERALL LENGTH
BM 441 TWIN 10l'x 5' CONCI, BOX CULVERT
r
0
26* OVERALL WIDTH
fSEE STRUCTURE DETAIL PLANSI
SKEW IS- LHF
REMOVE BEAM GUARD
54R
44
a
- X X
-3z-x-K' -xx Ix
71
x
—TV— 0 STA.
E:=x /n444-87 RT.�,_,��'
00 IT __T
V -
I - 30' CULVERT PIPE CLASS 111. REBID.
OBLITERATE—2 APRON ENDWALLS, REO'D.
/
,SETA. 423.30 RT. CURVE DATA o 'REMOVE MET NQ. IT
ROAD
ulEXIST. 30- X 52° CULV. PIPE CURVE 94 O0 NTRANGE_ STA° 446.00, 27' LT.
TO BE REMOVED 1 EA. INLET TYPE 9
ell 55 . 0
P.I.pi\' x 1/7 2 EA° MS GRATE
INLET NO. 14 INLET NO. 15 6 04047 3 GRATE ELEV. 924.5
STA, 423-OD, 2T* LT. STA. 434-66, 25' LT./ 0 01*00 0 F ELEV. 919.2
MET TYPE 11 R 572 c' 0
I EA. I EA. INLET TYPE 9 L
4 EA. US GRATE L 479 o'_ DEPTH 5.2'
2 EA. US GRATE 29
GRATE ELEV. 957.2 GRATE ELEV. 934'.'q -I 239�TB L SEE DETAIL FOR
C, Nth YOUT
E ELEV. 93M// ENTRANCE L A
DEPTH 3.4� 0 STATION 16-71
STRUCTURE 8-55-163 REQUIRED
L
TWIN 12'x 5' CONC. BOX CULVERT
(SEE STRUCTURE DETAIL PLANS)
980
0
__r=7T =Z
=1970
970
960
950 950
7_71
940 —.-1940
------- -- 930 1930 =330 930 — ----- -
A
7
-----------_----
o7ml
_j
MID
a- 920
- — ------ 92 0 Z4
7 R =7 NQ_
3910
910
54,--j
9 D D
900 ow�
. Fi. . . . . . . . . .
i
RKB
930
—920910
900
raguaEffil-Mm
NO.
LOCATION
DESCRIPTION
ELEV.
556
STA° 491.80 R%
KEEL MARK ON SW
921.20
CORNER OF B55-06.
767'iTA.
43.6-5 RT.
iO-LTIPP
FR 3
MET NO. 2
STA . 492.71 STA. 496.00, LT.
STRUCTURE C-55-164 RECUIRED J,
I EA. INLET TYPE' 1�
TWIN 9'x 6' CONC. BOX CULVERT ? EA. US GRATE
(SEE STRUCTURE DETAIL PLANSI GRATE ELEV. qls.&
SKEW 30' LHF F ELEV. 914.3
DEPTH 4.3* Q
T ATE RDAD
INLET NO. 22
STA" 491-34� 25.6' LT�
I EA. INLET TYPE 9 1-0/
2 EA, US GRATE V
GRATE ELEV, 920.6
F ELEV. 91516
DEPTH 5.0'
0
0
435 -
, COULEE RD.
. I , —
N43'35'22.W I
STATE PROJECT NtJWBFR
T200-04-71
PLAN AND PROFILE
S.T.H. 35
E BU 556
^0STA! T 7482 -25
^l a EXIST 30X130'C
PIPE
CRT TO
UARD-
CURVE 5
BEREMOVED 60
INLET
NLE,7 NO. ST4
6:8'DS 29.6
09* JJUBER I BEAM CONgCR E'. INLET TYPE
TA� .506r'06. 65LL RT.
D 01 -00:00 ✓f EAQ ltZ-I:T TYPE 2 A. US GRATE /1'
STA. 493-50 S.R.RT. \0 2 EA.,JiS GRATE
R 57Z9.58 32� OVERALL WIDTR A
1 - 24-X40' CULVERT E ELEV. 2
F E EV. 904
GRATC-XLEV. 90&.05�
L 977.62
T 49M0 OBLITERATE ROADPIPE TO BE REMOVED F 904.5 DEPTH S.
1) OTH 4.35'
E 20.91 DOES NOT MEET wiTir' CLEARANCE)
STA. 508-BD RT,
REMOVE APRON -VOWALL il
920
900
c;
4
'—Pin
'—
P�
"Z;:
,
3
4
485
6
7
8
9
490
1 2
3
4
495
6
7
8
9
500
3
4
....505
D6-T2000400zPP480.DON
1-15-98 RKB
D6-72000400:PP510.DGN
INLET NO. 28
STA. 541.00 2T' LT.
I EA. INLET TYPE 11
4 EA, US GRATES
ELEV. 910.2
-165
INLET 40. 29 --�'
STA. 545.00, 27' LT.
I EA. INLET TYPE 9
fig 2 EA. US GRATE
GRATE ELEV. 911.3
F aLEV. 90T.1
DEPTH 4.2'
F�-
:A:fl �ODESCRIPTI@N
ELEV.
1481
ISTA. 23.25; L.T.
wIGHRIDGE RD.
BOI DIA. BOX
IELDER
1919.70
CONSTRUCT FRENCH BRAIN
(SEE DETAIL)
III
STATE -PROJECT WIMBER I SHEET NO.
7200-04-Tl
PLAN AND PROFILE
S.T.H. 35 ppp ST. CROIX
SEE DETAIL FOR r�
PLACIN
AT INTERSECTION
G OF
WASTE
INLET NO. 30 CURVE DATA
STA. 565-DO. 33.T' Ll. CURVE 333
1 EA. INLET TYPE 9
G�IA. U ATE P.I.
9 12.3 A 12 40 309:
"V 9 0 09 1 D 02:OD:o
DEPTH 3-k R 2864.T9
L 633.88
IS.E..151A
318, -24 �0
E.
Y Y.
481
570
------------
-------------
J
- ---------
920
BID
-1 PC
900
890
950
940
930
Sao 880
A ll
,nti
4 545 6 7- 8 9 550 ----- - 1 2 3 4 555 6 7 R_ m 9 560 1 2 3 4 565 9 7 a 9
:D400:PP540 XGN
--� 6B
D6-72000400:PP570.DGN
c; at
oww
BENCH MARKS
NO.
LOCATION
DESCRIPTION
ELEV.
209
SW CURB STRUCTURE
W 'R "UE
[R55C'0"4�B8LSUFE-UKEE7L
946 26
"I'
MIRK
STAB410 -TS: R%IjSLUE"
MA "Ki:op.
938. 2
RADoRD.
MIDDE.STZL.o
CLrLVERT PIPE
STA. 12-00 LT.
CONSTRUCT F.E.
1 - 24" C.P. CLASS 111, REWD.
2 STEEL APRON ENDWALLS, REO'D,
BEGIN CONSTRUCTION STA 10.00
OBLITERAT I DAD
RADIO ROAD �
BU 410'
411
CURVE DATA
6URVE
III
P.l�„
A �26'55'40"
R 86I.48 // ,
CURVE DATA
L 1�4.64
T 65 59
STA. 15.03 RADIO
ROAD CURVE 119
j
ER
STA. 344-60.073
STH 35
P.F.
S.E. 0.0
CURVE DATA
A 34*00'42"
D 20*00'00"
CURVE 118
R 286.48
L 170.06
60017'28"
T 87.62
D 20*00,001,
E 13.10
ol
R 286.48
L 301�46
T 166.37
S.E. 0.060'4
/A
2
E 44.81
S.E. 0,040%
DEL
RATE ROAD--, f STATE PROJECT
7200-04-Tl
PLAN
A 0
=LANAND PROFILE
H� 3
S-T-H� 35 RADIO ROAD ST. CROIX
!7
I END CONSTRUCTIONS STA„ 24.00
RADIO ROAD
II
STA. 20-6 CT
.
' 4. :CLASS I I REO*D.
2 STEEL APRON ENDWAL L' . REO'D.
5 6 7 8
9 SO
1
2
3
4
15
6
7
8
9
20
1
2
=1930
... I... I 1 —111. ..�
L-23-98 _JDB
11-1 ,111--
I
06-T2000400:PPFRLDGN
STA. 10-00
k
CONSTRUCT F.E.
I - 24" C.P. CLASS III',. REO'D, 2 STEEL APRON ENDWALLS�. REO'D,
ENGINEER WIL CONSULT
WITH PROPERTY OWNER I ABANDON WELL
ON THE EXACT LOCATION!
OF ENTRANCE'
REMOVE BUILDING V
(CORN CRIB)
0.
BEGIN CONSTRUCTION
STA, 10.00 CLOVER RD.
CURVE DATA
CURVE 312
A 38025139"
BENCH MARKS D 20'00'00" CURVE DATA — — — — — — —
NO. LOCATION
DESCRIPTION
ELEV.
922 STA 22�00 LT.
, POW
PK ER POLE
rLC�
GLOVER D.
430 STA. 23-00 R7.
BLUE KEELJOP CAP.
968.25
CLOVER RD.
WELL CASING TROY
TOWN HALL
9 9 0
970
960
940
930
286.48 CURVE 313 STA. 20.00 GLOVER RD.
L 192.14 STA° 413-36.824 STH 35
T 99.84 P,l.
E 16.90 t 70'14'06**
S.E. 0.060% D 20*00'00"
R 266.48
L 351.18
T 201.47
E 63.T5
S.E. M401/1
STATE PROJECT NLWBER------r -SHEET NO.
00-0
D 04-71
PLAN AND PROFILE
S,T.H. 35 GLOVER ROAD 57. CROIX
A 20-60-FRON�AGE ROADs*z"
1g,CULVERT PIPE RE"Dt
STEEL—, APRON ENOWALLS.- RED D.
J
n I
-30
GLOVER ROAD
v
?,�GTRUCTION END CON _
STA. 23-00 GLOVER ROAD
CURVE DATA
CURVE 310
P.I.
A 32'07'42"
D 20*00'00"
R 286.48
VL 1260�64
t T 8.49
E 11„64
2 3
4
15
6
7
9
20
1
I ---
- —
7 8 9 30 1 2
nrra
25
D6_T206640D!PPCTNFF.6GN
BENCH MARKS
NO.
LOCATIONJ
DESCRIPTION IELEV.
305
STA. 52.50 RT.
WER
PK NAILN POWER
A 13
917.44
TOWER RD. !
POLE -
475
STA. 32.90 RT,
PENNY
60 PENNY NAIL
92M6
TOWER RD.
P P IT52TACT
476
STA. 49.75 B1.
rqP ANCHOR BOLT N.W.
917.84
TOWER RD. 1�
M , T� 5UjW
CH 'TRbECH BUILDIN
;R. ACM L;IN
ISM
930
920
I
STA . 35.9& 36.50 RT.
CONSTRUCT P.E.'S
2 - IB- C.P. CLASS III REO:D
4 STEEL ON ENOWALLS: RED D:
SM 475 -7, aZF-
CURVE DATA
CURVE 392 pit
—'ll
R.I.
08*32,45,
D 0 2630,00, R 2291.83
L 341.84
n
c1 171.24
oo
E 6.39 s E.
9 9 30
CURVE DATA
CURVE 458
P.I.
h 10-17-45-
D 02*30'00"
R 2291.83
L 411.83
1 206,47
E 9.28
11 S.E.. 03 IT,
STATE PROJECT NUVBER I SHEET NO.
7200-04-71 S,18
STRVCTURE 9-55-165 REO'D. PLAN AND PROFILE
2 2 SPAN 52,IPRFS7RFSSED CONC. GIRDER
IIY 3 0 1 35 TOWER ROAD ST. CROIX
CLEAR OADWAY
SKE, 10-2 '117" LHF
L�j
ST A,
ST R"
C 0'
I
AM
3 G C:L�
SKEW 11
7,200 - 004 - 7 1
PLAN AND P1
S.T.H.S.,.H. TOWER ROAD
-CGAS
AW
y END CONSTRUC71ON 0
STA. 52.00 TOWER ROAD H, I p Q
mi Z:f
iL
476
CURVE ATA
CURVE1457
STA. 50.00: TO SZ.50s RT.
CONSTRUCT ENTRANCE
p I
09-31 36"
CURVE DATA
D R 02144000'00"
�2 -11
CURVE 363�
1
L 3 "
P.I.
A 11-18-361
I ll�:78
E 5 0
D 05-00"001
s E. 11,
R 114592
L 226.20
1 113.47
E 5.60
n r — 0 q(ollf I
V:
Li
72Z
2
3
4
35
.6
T
8 4------40
i
2
3
4_
451
7 8
�l
now
NO.
N
DESCRIPTION
752ST�ACG33W1120
.
R%j
PK NAIL IN POWER
-ELEV,
923.72
HIGH
RIDGE
RD.j
POLE 7527AEI
480
STA.
I0-90
1-7:1
BOLT 14- DIA, ELM
917,85
HIGH
RIDGE
RD
481
ISTA,
Z3.25
LT-1
BOLT r 6- DIA. BOX
919,70
BENCH MARKS
480
... - -1- -111 'l— — —.1 —io, " -1. .... . ... I ..... -- —', -- IS -47.59
mm
Kdll
m
- -- — ------ ---
— — — — — — STATE PROJECT NUVE��
7200-04-71
PLAN AND PROFILE
P733
S.T.H^ 35 HIGH RIDGE RD. ST. CROIX
STA. 20.00 HIGH RIDGE ROAD
STA. 36T-30.956 STH 35
— — — — — — — — — — — — — — — — — --
BM 481
BM 752
it
:z: .. ..... ...
7R HIGH RIDGE"RO,:"'
. ..... ..... ..... ..... ... ..... ..
j END CONSTRUCTION
STA, 31.91
HIGH RIDGE ROAD
GAS
SEE WASTE AREA
HIGH RIDGE RD. DETAIL
FOR WASTE PLACEMENT.
-�P; Y41 AuM1 Mi.
2 2� 2 01�12 - - - �!