HomeMy WebLinkAboutB 1966 A.pdfINDEX OF SHEETS
ETNO. I TITLE
ET NO.2-2,3 TYPICAL CROSS SEGTIONS
ET NO,3-3,1 ESTIMATE OF QUANTITIES
ET NO. 3A MISCELLANEOUS QUANTITIES
ET NO.4.4.12 RIGHT OF WAY PLAT
ET NO.5-24 PLAN AND PROFILE STA. 0+00 TO STA. 516+68
ET Na.23-2510STANDARD DETAILS
ET 14026-38 DRAINAGE STRUCTURES
:ET Na39-134CROSS SECTIONS
CONVENTIONAL
SIGNS
LINE . ....... .. ..... ._..a.
®®o.
CULVERTS IN PLACE ... .— .......
k xx:a]ecmc2�
TT LINE,........
..®®�,®..,.
CULVERTS REQUIRED__....,.
SHIP OR RANGE LINE ....�.
�... _.
DROP INLET—__
S ..
CV STYE...._... .....`.....�__..
POWER POLE ......
..,.
*IGHT OF MAY LINE
_...�,.
TELEPHCNE OR TELEGRAPH
POLE
:NT RIGHT OF WAY LINE
RIGHT OF WAY MARKERS_
GK
FENCE IWOVEN
REFERENCE STAKE FOR HUBS
ONLY
j`BAR
,.. ..�.
MARSH ..... ..............
.INE _....
... ,.... _....
HEDGE.,
)RATE OR CITY LIMITS.
TREES. ...
., �.,�`.}
iRTY LINE .....
'LEO WAY CR PE
..._ wL 536
:: -.: -_-'
.. ...
m
�An .... _. ....�
,�.�
GROUND ELEVATION_.
—„
T yv _
R "Rv=Y L,HE
GRACE' ELE(ATICH
lr
ti, ♦ , i1 11 • ! #
•
PLAN AND PROFILE OF PROPOSED
RIVERALL - U.S. S.H. I A
S.T. H. 65
ST. CROIX COUNTY
PROJECT TO171(4)
cos rr.
SCALES RROSH .PIN. ^ I. FY. veA IN, frr.
CROSSS SCCTITtON4 NOR,I tN,—'. (}RT., . VENT
. ' f NIQ 1T,
67' NORTH 8 945' NEST OF THE S.E, COR,.
OF THE N.E. 4F4 OF THE S.E. 1/4 OF SEC.25,
T- 28-H, R-I9- W.
w—MoTm
SCALE I. _ r z
"Es
TOTAL NET LENGTH OF 6ENTERt,NE -'Y 366 MI,
Im
0
C44vm
av u
552
1710
234
f
134
I w°
RI
f2/2/66
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SW -SW
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COUMfY AND
M A
I "D
=m
STATE MEML
7
ows�om
OF�E
—
55,
—
17W
7-
214
4
:!!1
4j
CONST
PROJECT-rO
/ 71 (4)
134"
kgF=
STATE HV-H AY CCMMjSs—jor4 OF —W?SCOMStN
raT as PLATOFRIGHT OF WAY REQUIRED
PROJECT TO 171.(4)
RIVER FALLS
U, I M. 12 ROAD
St CROIX COUNTY
n
� L
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30
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STATE HIGHWAY COMMISSION OF WLSGUNCN
PLAT OF RIGHT OF WAY REQUIRED
T Q 171(4)
PROJECT
"
RIVER FALLS --- U,S.H. 12 ROAD
-
S.T.H. 65 ST. CROIX COUNTY
_......_ . _.._
SCALE
CURVE DATA
PL 68+22„4
AZ. f38R 53
A 41R 07'
D 2. 00'
T =4,5'
L 20".8'
STA.75+30 PROJ, FO
_
l
P
'I
P1.
CURVE DATA
48+21.65
a
AZ
t46. 00' 50`
A
D
3330, 10" NE-Nw 5&
•
T
L
500. 27`
R
871.03' <Nn9vt NsaR
1637,28' R aiA.G,ay T
.
NWINW
ary.r
t
71
ww3c C LUSICH
99 59 At
Rt RAINING
Q
1 •+
f M� 2 R L,Ht, fCW [MAIHAGE
TEMR 1.0. At
SE -NE-/ SE
f ' RENNETH SUMNER A
R r I7R.E2 At i
�y REMAINING ®4
\ 6
es __"...
-SE-SE
CATTLE
SW -NW
Nw-Sw .
ALEIOR R. 7LRLE1
I1?AA AC.
REMAINING
"l._._.,_ .--�,._
1
FLL'L1
d
RPpN4 Ra E Nnb
AMA Nay
tp1nTY
AAD.
KPG4IMAY
RCN'E
AM
SECTta4
CLASS AND AGREEMENT
DIY45 M
OFTICE
IEEE
NGMBER
TOTAL
S?EE'
STATE
MERAL
55.2
171.0
23.4
4
.43
CONST.
PROJECT 7"Ql7l(4)
4.,3
134
.
NW - NE
e
4•f�•�tF' mF „~ d
r"
f,..^ • ��r% Y NOTE'
ft-w ' m r.$ M1A AM M PRE ..
P4 TM9 N4Attt MI*Mt.
I
LEGEND
Uaj , ^
aENa7BB �
Mp xcEat
STAB AY CQswAPS51oN OF Nr4
i An:• PLAT OF RIG
a ei ei HT OF WAY REQUIRED
PROJECT T. A I T t (4)
a Ri r
P• RIVER FA"S . gA It
N 4 �' U«ya f7. G 4 2 R.
S.T.H. 45 r
ST. CROIX COUNT7'
_ SCUP i
COUNTY ROUTE CLASS AND AGREEMENT FEDEF
0" AND AND
-i AL
"AY E
H' FEDERAL .11
HIGHWAY SECT1104 STATE
d l 6 55.2
2 214 4
5,2 1710
CONST. PROJECT 71VI71(4)
SW -NE SE -NE aj
CTHVE "SS'
CUR'DATA
PI 5 DO
A2. 255:,�37",'40' A ,3, 4O-
D 9.00,
7 335 85'
L 618,09
R 637.27:
id 7Y
--LA
NW -SE
SLOPE
INTERCEPT'——
BLDG
SITE
sw -SE
STA. So COST 65-
STA.9+17,3WO SS NE -SE
N
11
CURVE DATA
PL al +sL25
AZ 249- 23'50'
a ERA 23'50'
0 3'
T 1322.40'
L 2313 24'
R 1910,08'
CARL T. IC-4504
RaOZ AC,
REMAINING
119 [01 Vw
bE SE
OF KINNICKINNIC
LEGEND
NOTE:
BEARINGS SIHDk4 ON THE PLAY ARE THE TRUE DENOTES
BEARINGS CF EACH TANGENT TO THE NEAREST MINUTE, NO ACCESS
REVISIKIN I I STATE HIGHWAY COMMISSION OF %
PLAT OF RIGHT OF WAY REQUI
PROJECT TO 17
SHEET I TOtAL
NURSER SHEETS
Em
lj�4
RIVER FALLS U.S.H. 12 ROAD
S.T.H. 65 ST. CROIX COUNTY
SCALE
1 TOERAL ,EST I TOT+L
"A X40 WS'M NUMBER SHEE71
-I-
SW -NW
7171IME
MLOtW SITE
NM Sw_"
LESTER
RC 'l a SO M 195 "A'�
REMAI NO
SE -NW
J,
OSCAR C. LEE ETAJ.
274.90 AG
REMMMINO
SW -NE
SOP
i4TEBl
Rl�l
CURVE DATA
P.P. 12"Mol
AZ. 149'3409"
a 30&25,51,
D 3* 30'
-71
0
wm
ADELARO E. PURFEERST
I5009.K
, EMAWK
55.2 1 17LO 23.4 /111r
4 :: 4,5
,,28-v CONST. PROJE
CT
rar7s ,4) 41
1-4.4
CURVE DATA
P.I. 137+3L79
AZ. 184*38'41*
a A- 38' 41"
D 0* 15'
T 929.45'
L 1857. 69'
IT 22918,32
T 445.2
L 869.45'
R 1637.02`
NE -SW i _;
NW -SE NE- SE
'C'
TOWN OF K INN I CK INN I C�j
T It —
LEGEND
W'Ill
DENOTES
NO ACCESS
t06 '
'VA
0 A
�,TATE KTa?TKAt I;fXMI4W*04 " K15QQWiN
PLAT OF RIdHT OF WAY REQUIRED
PROJECT T 0 171 (4)
RIVER FALLS — USM. 12 R01
0
NOTE:
SEA. MCI MMCM4 IC, MRS T THE
L`.NSTH- I IT* -ILES
SCALE
I
" I I I � 7-17 - Si--- ---
LFC, SEAW —1 'l �11 T
CTFO4 I iiA
Nw - AIN
MARIC4 WME ETAL
21945 AC. REMAKING
�l
W*3
---------------
4cz ----------
GECROWIA IE 0 -PLIV"
MEER
ET Al
644 AG REMAINING
"I A,
— SLOPE
"TE"cIr
CAr%E I.SS NW -NE
OIE-NW b22
FPS 4 � AS 0 tE
85 RE.AINING
DEF
CURVECHORD DATA
Pl. 162+23J8
AZ 189'07'10'
A 9*07,10*
0 0* 45'
R DP�IAGE T 24 1
-1%I�Ac' (PEE. 1 '93,
7 '1?, "'1, 4.9'
NW
�!I, SW - NE
A C& cb
Em
r— -�
T 0 W N 0 F KINNICKINNIC
�PL
23.4 I 4
CONST . PRffECT
C 'E/7�/(4
EL
-A
1 '94 S
94 �0o
NE -NE l
E-NEl
I L
N
I'L
SE -NE
IC
Ev
.....
STATE HIGHWAY COMMISSION OF WISCONSIN—
Dare
PLAT OF RIGHT OF WAY REQUIRED
LEGEP40
PROJECT T 0 171 (4)
0-- STE S
10 ACCESS
RIVER FALLS — U,S"H, 12 ROAD
NOTE
SCALE
ST. CROIX COUNTY
11
[]w
fN
a
m
w
I
m
1 i h
�RAo
h
SEVERED
O
\\
Be
l a
-- —
F.--
CURVE DATA
Pl. 204+08.53
AZ. 105R 51' 40'
d 74' 08' 20'
D 3000,
T 1442A4'
L. 2471,30'
� F. KIItR
NLtER
^^��,, bLN A REYAtNING
C_��(INCtuoE SEVERED AC.d
o-r\�q
C
ry
2
COUNTY
NIS -
W"AY
ROUTE
AND
SECTION
CLASS AND AGREEMENT
FEDERAL
OMAOM
OFFlCE
SHBET
NUMBER
TO,.L
SPEET:
...._..._.._..____
STAi
FEDERAL
55.2
171,0
23.4
4
4.7
CONST.
PROJECT 7-017/(4)
47
A3¢
re.___________,.________-___-____
�
:
P
�
RL .
R tt �!f! 11!l�,tt
(
Im
f
/f Po
f
HARRY A,.'A
ISb 90 AC. Rq YA�uiNC �"^— —•`•
606PM YADSEN
if U AC. REMAMMG
RVR CA AINNINNIG pA
*Rt
/ AOF AC RENAINiN6 i
IA
-------- I
�6AsUtu NG I I ZEL4A 8"VMMELS VAL
1 Lys SITE ]LO.S® KZ,. R£YAIRtkO
f
E e' 411 Y
Pf {
l
hO ��
TOWN OF KINNICKINNIC
I
LEGEND
CENOTES
NO ACCESS
]£♦v+''%S a"+'++'+ CN rids FLAT xIE rvE TRUE
4URrv.S CF [tCN YbYiE XY i0 TAP MINJ'TE,
I
RIVER FALLS --- U.S.H. 12 ROAC
S.T,H, 65 ST. CROIX COUNT"'
SCALE
ry —."..q erq°
Z
-------
-----------
+
CURVE DATA
Pl. 283 + 71 81
AZ. 162- 18' 45'
A 17-4l'I5'
D 1,00, z
T 89t,57'
L 17C8,89! z
^� N N � r
T 0 W N 0 F
0 -
: I E
K N N I C K I N N I C
LEGEND
ES
NO ACIESS
CMN� I
p2jMj�;gj
�,E CLUS X40 AGREEMVrr
$��ncN �ATE 11 EDERAL
�DERAL
olvIstom
OMCE
SHEET
HU48ER
TOT, Ll
L
SFEEAL
1
23.4
4
44
F171.0
CONST,
PROJECT
7-0171(4)
46
134
' STATE HIGHWAY COMMISSION Or WISCONSIN
PLAT OF RIGHT OF WAY REQUIRED
PROJECT T 0 171 (4)
RIVER FALLS - U.S.H. 12 ROA 7
S.T.N. 65 ST CROIX COUN--
SCALE
NOTE:
a,,Aq,5 SVC ,4 Cq -,,,S A7 ARE T11E TRA
IEAIII5 C' EAC' ""A'T 'M THE 'E ESr .'"T"
`Ayp'
^Aye
CUSS AND AGREEME.YT
FEDE
47G AY
_
SECTIOM
Y STATE FEDERAL
OIYISI
OFR!
55.2
171.0
f
23.4 @
4
CONST. PROJECT 71171/G1
2
- PL.
PL.
Cits 'rp
�R
y � 2
P" z
CURVE DATA Or RVOOLPN PRAus4 I a
Pi. 323+7L56 O 157 04 AG REM,,,,
t AZ. 199' 25' 40' r PO. S.T 324467.73 m
! I 19"25'40" ��P =6+11.191,06
G. 7.H ry fa
T 960.8D"
r77Gy L 1942.7V
SLORE35
aoPERr DucRERr Tz'zrY'GR P 5729,65 j� INTERCEPT i RLOa
I77.6IACREMA(MING CATTLE PASS 3tTE i t If
u ' u 0
33 REST zz vz Ac. N,8 rr N r as 1 P .rr
75,
RE
p �9 INTERCEPt G'�m 6)'�
33 ,�, 34 T i rI �R Q '!s �34
9
A u P
WEST xx ra Ac. ON a
Wo l M LCONARD ICKLER
1853
.TAG REMA�•i'M�
PL.�L- PRESENT _STH. 64 N v. 50 RQ3 CF z
.10- .• P, L. Y)!CO m S, lxS RO S. OR
3S' 1 E. 1 Y OF N. E,. 1/4 m P
y 66' 2 1 s
m m z ROGER MELSOM
1 ------------ m 154.xF A6. RE-:,
N
SLOG..
SITE 6 17} ( _
1 " SRE
TOWN O F z A w z
KINNeICKINNIC w`>
LEGENO
cENaTEs
NO ACf.EG5
r,GTE:
RENIS" I I STATE
awmammam+ +
a
$MEE -
NUMBER
j ^
4.9
M
U.SA 12 RO,°
ST. CROIX CO11Ai7
11 11�
z
z '
b, r w
m
O
oq 4l
N
0 0
35 fi
+� Srrp
2 _ CHORD DEE. m
z > CURVE DATAP,fM 17
1 . 362+66.32 m p
A AZ. 199' 39, S0
cIA a 19. 39, 50"
z Z D 2• 30,
z u T 397,. 16' 37 m
n 3 H L 786.56' m I
R 2292,01' t SLO E '^
u' SA INTERCEPT r^
OF
CHORD DEF
CURVE
DATA
P 1.
384 + 9D.28
AZ.
f63. 22' 00"
A
16' 22°00"
D
3.OQ'
T
279 20'
L
554.44',.
R
191 O.QB'
�.�
JAMES SCHWALEN
DOE .26 »C. ftEMxi NING
37
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END RELOC. ORDER SEC.I
PROD. T0171(4) STA. 381+00
65IN AND 290' S Gf THE N.¢,
3
CDR.. OF THE NE -SE SEC. 33," a\\ n !
t-29-N. R-IE'W
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7
CCUYTY
ANp
HIGHWAY
55.2
RCt'E
ANp
SECTO4
17LO
CLASS x4p AGFEEMEYT :
STATE FEDERAL
23.4
i'EDERAE
OFFICE
4
SHEET
NUMBER
4AO
Tptdl
SNEE:S
CONST.
PROJECT
7-017/(4)
g,lO
lj�"r
z
A
N
m 2
rR ('ha
B t
� ~'
�---1111 QI
Q
CNORO DER
iCURVE DATA
P1. 407+49.22
AZ, 196• 34'30" '
8 MR 34' 30' I ;
D 2' 30" z
T MM 84' S ff
L 663. 00' k
R 2292.0C
y $
LEGEND
YYY
DENOTES
NO ACCESS
NOTE
6EARMGS °NCWII ON T, IS PLAT ARE THE TRUE
EEAR"?GS OF EACH TANGENT TO THE NEAREST MINUTE.
iWAY COMMISSION OF WiSCON5IN
rAT
PROJECT
SCALE
:�
CHORD DER
CURVE DATA
M, 4E6 + 54,67
AZ, 159- 05' 50'
it" 10: 054 0.
D 3 0�
T 352,37'
if L 696, P6
R [910 Ce:
lj�
WLLAJE O
BEG RELOC. ORDER SEC 2 ROBERTSF
/T90—J -T-077714 ! STA. —4t 0 f 5 2 13 497AC
mSTAl 3.4+67.14 PROJ 1103-403) REMAINING
.OF HE SEC OCR OF SEC 33,
m
M
0 CRAM SWT4
US I REMAINING
I
-q
-PT
4
m
6d
xs
SLOPE
VtLLlAqE CF
7S
---------- z
JOHN 'RESKAR
7F4SAd, REMAINING
ESTANLEY LLER AL
657.57 AD,�RENAMNG
--j—
PL.
.1
I
COUNTY
AND
HIGRWAY
55.2
ROUTE
AND
SECTIONSTATEFECEUL
17LO
C Ss ANO AGREEMENT
23.4
FEDERAL
MIS["
OMC
4
SHE
N=lq
4AI
CONST.
PROJECT
7-0/7/(4)
4.11 /-4,t
LEGEND
'AJA�
DENOTES
SWLO NO ACCESS
StTE
NOTE
8EA'ZR'GS SHO*M ON THIS PLAT ARE THE TRUE
8 GS o EACH TA,,,,y ED HE NEAREST
RcnroN STATE KGHWAY COMMISSION —OF�MSCONSIN
DATE
2 .,0165 PLAT OF RIGHT OF WAY REQUIRED
PROJECT T 0 171(4)
RIVER FALLS - U,SM.12 ROAD
S.T.H. 65 ST. CROIX COUNTY
SCALE
�
f
I
CN
r
t_
CHORD DEF.
CURVE DATA
CHORD DEF,
I CURVE DATA
RI, 474+1124
I PI.
480+9705
AZ, M 58"20"
A2.
192°26'00'
8 8101 40"
j A
12°26"00"
&
D 3" OO°
p , D
2' 00°
m
I
T 134.04
ff `L,
62L 67
n
R i9 i0.08'
( R
2864.93
4
�
E,T.j
GaaGiNER cR}N}M
171.2E AT REMAINING Nm
OR
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`
(52�S^ANIEY LEAVl
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EXCEPTION ,j j
—66
CHORD
CURVE
P.t
DEF.
DATA
447k 74.46
1 (/
FTSTA 488+838 / f`
�2.
174a 28' 0'
D
0° 30
J
F
447, 00`
L
893.90"
4 4 J
R
11459. 19'
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N PNiERCEFT �Ia
" 2 ROS. t t HELEN LAMSCM 5
'P z • Q t 10416 AC. REMAINING
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NOMSRO R. WHtTE $ i
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..._.P Lam_.-.�. ._ I
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NOTE:
@EARINOS SHCHM GN THIS PLAT ARE i'HE, T4LC
BEARINGS OF EACH TANGENT PJ THE NEAREST HIWTE..
STATE HIGHWAY COMMISSION
PLAT OF ♦ D
PROJECT TO 171 (4)
RIVER FALLS
S.T.N. 65
SCALE
az^a' aura
— -- PET �0400 sTlcqp�'_
75+47 HWlY 35' STA 6+70 PE.LT(CONST)
1-24*X4d CP CLASS M REDD.
?-APRON ENOWALLS REOD mmtt STA, 14+00
CONST PE. LTspa
:at= STA. 12+68
STA 10+�5 BE LT. (CONST) CONST. PE.Lr LOUISE C. LUBICH (4)
I-WX26 C,P CLASS1C RE(YD I - 18'X26! OR CLASS M REUD,
2-APRON ENOWALLS REVS, 2-APRCN ENOWALLS REQ`O x77/STA, 24+00 M 24+55 LT, 2U+OO
SOD DITCH REO'D CONST, PE LT STA, 27+50 LT,
82 SY SOD BACKSLOPIS FLUME REID,
STA. 3+88 1- 18'X 2WC P CLASS M REID Be S.Y.
2-APRCN ENCWALLS pEUD'
CONST. PE. LT
I - 24'X 32'r R CLASS M REDD KENN H SUMNER LOUISE C. LUBICH
2-APRON ENGWALLS REQb, WAYNE/DEISS I
m0
THOMAS A. BENSON 15 20
EQUITY CO-OP
+
5 + ZI/
+
BEGIN PROD.TOI7[( I
TfAQ + 0 0
----------- +
�t6 , -------------
---------- -7-
250'-
P p
*0 54.
D1
57q.8120 ST 65
TAMR
CHANNEL CHANGE A d 0 Q CHT,
SrXV 3+00 P E. RT (CONST)
1-18.x 26'CP CLASS M REO'D ALSION F FULLER t:
LOUISE C. LUBICH
2- IS" APRON ENrWALLS REID.Nf
If
CURVE DATA
KENNETH SUMNER
t STA. 12+10 PI. 19+39,28
AV CONST RE.RT AZ, *2* JA` 20'
A 12' W20'
1-18'X26'CP CLASS M REID D V oo' BENCH MARKS
-APRON ENOWALLS REDD. T 204,73'
L 407..9,
NET 07*/FT, 5 �2+28 SRC CHERRY 33' LT,
LENGTH CEF � 912.10�
T, $PK_ IN 20' ELM III __T_
6 11+70 9=1669
OF CENTERI,�NE STA. 0+00 TO STA, 30+00 - 3,000 LIN. FT
7 24+
_-_f_N 20' ELM 29 LT. 91778
UNCL
C
UNCL-,'IO�M9 CY!,
OR CK-
c_ '5�90
G9 C
------ -- - Cy,
F215,691 Cy�
F-
2=
7—
BORROW- 95M Or
-47
920
J
BID 7 L;
STA.?4
IN PLACEREMOVE-___
1 1-25 X6'X34'CON CATTLE
----- - PASS tE
RE
IN PLACE -REMOVE'. Mi
AD P, STA 529 -RE
IS ' C I RL'
-60 XSQ'
'? X CAT
IM M.R. FU'14EH ON� RE 0
Ita, C M�M RE Q D
2- N PLA REMO VE P 24" APqON END', LLB REQD.
_T_
ttk
/ r
2 28 StK IN
70 SPK IN
PIC �4
IS L Z__ 7j 44
PA
DISCH DITCH 20ST S RE
I _PAv
STA
_PAV
DC'-"2455-62 S TA. 6+2 6
E 1
I SPAN PPESTPE53 TZ
SKE' 30- P,
4V ROArWAY
ZZ-3 y M,
SEE CRA'p* -10 X 3 _r '0 X 3 3 7 97 A
M
0
S
N Q
2
7
PC, 41+ 21,38 PI. 46+2t65 Elk.
FEPCE RR`OQ 45 + 92,01 AIR
HUB �ER MARKER
POST
STA 27+50 TO 32+00 LT
INTERCEPTLNG EMS
161 SY Soo -ANKMENT REID, 'X)o k
STA, 33+66 CURVE DATA
CONST PE LT, k PI, 46+21,65
STA, 32+00 LT I- IS'X 2GC,R CLASS M REUD TA. 39+23
SOD BACKSLOPS FLUME REID, 2-APRON ENbWALLS REID CONST, P.E. LT, AZ, 146* 06 50*
104 &Y, 1-24'X 26! C. R CLASS M REO'D 4 33*59 tO* STA, 50+30
2-APRON ENDWALLS REOD, D 3,30, CrNSi. RE. LT,
LOUISE C. LUBICH STA, 39 + 83 T 500.27' CSS REID
30 CONST, P� LT L 971.03, 2- APRON ENDWALLAUl LS REDD
1-24'X26 C.P. CLASS M RFQb S E O"/FT
00 �c CEF
Z-APRON ENDWALLS REQD.
OR GRASS RICHARD S'WENSCN STA AWE STA, 44+[7
I-C2NI4'S'PELT CCNST RE
LT
X 25 C.P. CLASSM REID 1-24'X2i°C P CLASS n rEdD.
< D APRON -NDNALLS REID 2APPCNENDWALL ROAD
ROBERT RICHARD E.WARD
BOUVIN
40 El "I
1, ROY FOREHAND �
tr
STA 37+00
CONST RE RT
LOUISE C, LUWCH
4�
0,
0 — - ------- -- I
STA, 54+ 15
t CONST, P E, RT
STA, 49+CO STA, 50+30
CONST PE.RT CONST- PE RT
RICHARD E. WARD
NET LENGTH OF CENTERLINE STA. 30+00 TO STA, 60+00 -3,COO LNN, FT,
UNCL 5,064 CY
F 3,752 CY
smG 35%
PT 50+92.28
T 0 171 (4 3 134
CARL JOHNSON 60
mus
tl
V`
ZA
55
CARL JOHNSCN
STA. 55t5O
CONST. RE LT
I - IS'X 26' C. P CLASS IS REID
BENCH MARKS
STA OESCR-
:Mt.lW4 I SITkY.
7D
1 8 144+07 �SPK. IN 13" ELM 44 LT 97,70
UNCL - 8.594 C.Y,
F - 3,610 CY
SH' 35% 24,363 CY
F - 24553 CY
SHG 25%
SORKIN - 22.242 C'Y'
PROFILE OF6t.D ROAD
930
930
920
FRItSPEO GRACE
G
920
7 PROFILE OR CLO ROAD
� — — — — — — — —
ROD, Y.C.
—
9�0
CRMINAL GROUND
STA 5?+48
STA. 37 + 81
1- 54'X 51'C C.P. IN PLACE-RESIOVE
rQ STA 33+25
1- Z4`X3SCP IN PLACE -REMOVE
1-24"X72'C.RCLASSM R EQL D,
2 24"X74'CP CLASS ',U REDO
I- 24'X74'C.P, CLASS M REID,
2-24'APRON ENOWALLS REQ'D
2.6 CY m R %q RED, D
DITCH CAM REID. LT I I SY SOO
DITCH DAM RE00LT.
1, 1 C-Y, Ul R M R� D LT
-0
SOD 017CH DAM
- 24" APPCN ENDWALL REID RT
M M 11
�2
0
'Y'
7
---_._-__-PC, 68+5885
-
• ya warn
AJ MI@
4 e
y STA. 74+00 TO 79+60 LT.
SOD TOE OF FILL. DITCH REO'D.
STA. 65+50 809 BY..
CONST HE LT..
CARL JOHNSON
m
TO
-
m
65
�
STA. 65+50 RT
`
60 y"..�s�
>
CONST. F.E.
1
CARL`JOHNSON
NET LENGTH OF CENTERLINE STA.
h UNCL-- 8,031 CY
F- 6,425 CY
I I 1 I
,cRocu.e-vo vLv Rvay.
oiw
i
rlm
w ^
930 LT...--
853, EGO
920STA-65+OO.P INPLACE REMOVE a w
STA. 60+85
1-24X42 C.P, IN PLACE REMOVE I-72'X58' PIPE CATTLE PASS REDD,
910 1-24'X 96' C.P, CLASS M REO`Q 248 CYMRMRE0°D
2-24'APRON.ENDWALLS REQ`Q. . ., .. .
PL 81+81. 25 BK.
78+49, 39 AR
@:U
ROC%u yG
FENCE
`� PPST
C.T H. "SS'
CURVE DATA
PI. 5+00
AZ, 235'37°40"
A 55'37'40'
D 9"00`
T 335. 85'
L 6IS.09'
S.E. 07'/FT.
ARC CEP,
OBLITERATE OLD ROAD
STA. 72+CO TO 87+00
17 STA,
75
OS
+ _EEG. -„
\^Sys
BENCH MARKS ®�
\Vt „✓`�R0. $a. CEStR�Pi'ipN�� CLEY
q
9 66+50 SPK. IN 14"RED OAK 137'LT 1939,87
� a
/.f PC STA.!+6415 PC, S+QO PK.
"LI CT.H.'SS'TOP ,WOOD CTH SS
G V�,ffv. FENCE POST
°1
STA,80+40 TO 81fi73 LT
SOD TOE OF FILL DITCH REO'D.
192 SY.
v�'✓, STA, 5+30 CTH -SS- LT
CONST, PE, FIT.
!!ib
?A'"tn r4`.rl STANLEY C. NELSON
NO
CURVE DATA
PL 81+81 25 STa..8O+00 M. L."
..
AZ. 249' 23° 50' STA. 9+IT 30 "S S"
A 69° 23° 50" CONST, C.T H. CONN. LT,
p 3' 00,
T 1322.4a
L 2313.24' STA. 82+00
S.E.. .07'fF . CONST F E RT,
ARC CEF
C - 882 CY UNCL 1,593 C.Y
+5a CTH "SS!'`711 C.Y+ao
F- 5,410 Cyl
CTH "SS' - Iia. C.Y. r"
F- 358 C.Y.
SkO. JS%
RORROW RR77 CY -
'
°lo
ram. cm"+
af�
a
5+2sa
GOF
930
off
i
°O
Ica VC.
STA. 8+
-
1-36'X 6S' 8'CP CLASS IIIR
920 2-36"APRON ENOWALLS REID..
«
o�
a
4
C+
Nfi rn
N
N
N N
N
Q"�'i G�'s m
N
0 1 2 3 4 5
6
T
8
9
OR:SMA"
F$NISHED GRACE
STA. 81 +75
2-48"X102'C.P CLASSIU REDD,
SKE"N 26' 30' L.H.F
TO C.Y. `d.R. M.. REO'D.
N'n tlry :.
0�J aop'v.C..
ova
a
('a
R
Pl
'o
n
LS
P!
,_._......_....- ----- Pr.
PT 91 1 +7L 79 ..... - - R OT. 93+45 00
5+00 SD.RD.
RT
o "uow
%
seed o% F915t FEBCE
� spa ...-._.._...�.
i `v p
MST PORT
STANLEY C. NELSON
WN
STA. 91+00
COMET. PE. LT
I-24' X 26 C.P. CLASS III REUD.
2 APRON ENOWALLSREdD
-
-..
------------
CARL JOHNSON
STA. 95 + 80
CONST. RE. LT
t_24"X 26'CP CLASS IS REQD
2 APRON END'xALLS REdD,
45
100
CH!
I rr
STA
I
� 60
a
F/ +45
CONST TMRT r' /
MINOR SIDE RD INT ERSECTiC
OKpt 4R +q 5'4 �: � _ O41 a1H0.L GRWgP
910
i
i
FINISNEA 4N+CE r'1"
STA. 101 +00
2-54'XIOdCP CLASS= REQ'D
SKEW 45' L.H.e
C I.00Y M.RM. REO'D.
HEAVY RIPRAP LT
75 CY HEAVY RIPRAP
N
LESTER R GiSSON
OSCAR C. LEE
STA 102+88 LT.
R - 20" SPAN 24' RD'WY, CCNC. EMOGE
(N PLACE - REMOVE
mp
vo
T 0171 W 8 194
115
OENCH MARKS
i
_
rvp. STa. CESCF�Pn ON
Et EV.
10 102+85 1® N W CDR 8R DGE WING 63` LT 922-47
I
UNCL-
2,516 C.Y,
t
E
_
F-
16.990
F - 17,25C1 G.Y. 1
F-
21024 C.Y
SH39Y
epRRD'x
19.087 er __.
i
a W
o a
40Q' KG
°.
930...
920i
I
'
t 9to
y,
9
bt
rv�
fl' y OY a n1
p! f`]
Woo . Im POST
CURVE DATA 121+ 56 of
AZ. 149* 34'09"
a 30-25,51,
0 3* 30'
T 445,20'
L 869,45'
&E. .07'/FT,
AK DEF
It$
OSCAR C. LEE
STA. 119+00
CONIT. RE. RT,
Ntl LENGTH OF CE
771,
STA, 121 +40
CONST. RE. LT,
1 -;8* X 26'CR CLASS M REDID
2-APRON ENDWALLS REGO,
120
lip
4t SFA. 120 +00 TO STA. ---------- --------- 7--
X
STA. 122 + 70
CONST. PELT.
1-18'X 26'C.P. CLASS M REUR
2-APRON ENDWALLS REQ`D,
LESTER R. GIBSON
00
R
M
STA 122+70
CONST RE. RT
1-18*X 26'C,p CLASS M REVID,
2-APRON
ENDWALLS REDD
LESTER R.GIBSON
012,67LIN, FT,
IZI!F
STA_ 133+64 LT,
2-C.P. IN PLACE -REMOVE
STA 133+64
CONsr, S. R, CONN, LT
I-65'X40'X76'C.M.PA. REQ'O
FOOT. M,R,W
SEE INLET DETAIL
-- - --------
N
137+30.7S AR
po�
mme
ADELARD E. PURFEERST
STA. 140+70
CONST. P.E. LT•
I - IS`X 26* C P REQb CLASS M
2-18"APRON ENDWALLS REOD
140
TO 171 (4) 9
EQUATION
mxd
445
- -----------
ACiELARD E. PURFEERST
STA, 140+70
STA. 145+63 TO 145+88RT
CONST. PE.RT,
I- IS'X 26'C.P CLASS M RECID,
PAVED DITCH REUD.
2 -APRON ENDWALLS REUD,
39SY SLOPE PAVING
CURVE
DATA
STA, W5 H)0 TO 145465 RC
PP,
137+31,79
SOD DITCH PEQ)D
A7_
184'38'41
101 S.Y.
A
4' 38'41'
D
Ol 15,
T
929,45'
BENCH MARKS
L
1857 89'
NO
STA,
DESCRIPTION
ELEV.
3 E.
ASO
Ow/FT,
CEF
11
122+82 SPIKE IN IB"STUMP,® 47'LT _
92914
12 135+54 SPIKE IN IOSS, MAPLE, j 17- �RT '95 9�30
EQUATION
r
F
930 MCFME OF OLD R,,DEkwlsyEo GRADE
+
40d VA,
AL ;J - - - - - - - - - - - -4�
YPfXL IF=
RADL -+-Qllll%- AR -4
+
STA, 126-�40
1- 3 5'X6'X 36' CONC. CAT TLE PASS STA. I2.7+bO
2-42*X efo' C P C�ASS
IN PLACE -REMOVE M R EO'D -T'.;;
70' PIPE CATTLE PASS C.Y. M,RW REQO.LT,
�d
214 CX M.R.M. REDO JYrPM DIT� Z""DAM' RC0b-L7'
STA�45+�S
SEE DETAi L a spEc��L GRAOIN I 'I SECTIO CoNa SLOPE PAVING RT, 1-72' X 6Z CATTLE_pA_SS REQb,
1, --- - STA- k47 +'S 5
R.M.REO'C� 1-30 X3 pCACE�-REI�dVE-
gE CETAIL a SPECIAL GRADING SECTION SHEETS Z4 G.Y. M I-36"XIO4C_RPfEQ'D
PAVED DISCH APRON REQ'D CLASS US
1.6 C.Y, SCR
VI, REOCI
29SY SLOPE PAVING
SKEW 25' LH F,
52 TO,'6 GR. OR cR_STCNE BAqE
1-3S APRON.ENrWALL REQb, RT_
NOTE CLEAN DISCH, ON TN, RD TO
DRA�N ON �03 GRADE
b
N
7
4 135 6 7
[40 2 3 4 145
PC es9}3a 7t RP. 162i2318 8K=.� P.T. &6a+sa.7z
CURVE DATA. 162+22.25 AN. ^,..
'ry P 1. 162+23 18
STAA47+00 TO 17.0400 LT. Ai, 189` 07' 10'" ��3® ' $ M� d TO 171(4)
SOD DITCH REO'D, p a 9. or' 10" ez
�• �« �..'�---
3,578 S.Y. w^ .g D O. 45' OR
�ADELARD E. PURFEERST -�. T 609,24' �ry
rtxs rcnee L 1215,93
wsr Posr SE .02' STEEL "Na STA. 169+00
ARC DER. POST STA, )0B+25 LT CONST RFT,LT.
EQUATION STA. 162A TO t62+43 REMOVE SEPTIC TANKS i'IB"X 30 C.P CLASS ffi REO'D
.STA-)52+75 PAVED DITCk REQb. 2-APRON ENDWALLS REQ'D-
CONST. PELT. 395 SY, 555ttt,,,OPE PAYING
1-24"X26'C.P. REQ'0, CLASSM STA, 162+95
® `T 2-24'APRON ENDWALLS PEOL7 MARION WISSE CONST. PELT.Li
OBLITERATE OLD ROAD
145 cMu I-f8"X30 CP CLASS M REQ'D STA 165+70
r7l-- --.„ STA. 165+00 TO 188+00
ISO f. 2-APRON ENDWALLS REO'D. CONST. P.E. LT." t; 24 SPA,
f wm sa' 155 16® 2-(8'X30'C,P CLASS APRON ENDWALLS IE QDb ,;
A t "KATHERINE C. CARLTIXV TkOMAS D. LOwE
GRIIDERv
65 to`n �dn « /�{/- p��
� "Y yYr�R n PF�
}
A /« "
4
�t—��`_e_���� � .en.., `Ai _____ _ ` ___.—� r("'--^--®----'�-'�•','1T.'Ifjr'-�1%G
SEPTIC
[ADELARD E. PURFEERST u *� (Et! - _ 4 175
.J;+ STA.148}12 ML-STAa S - ®--."�,--'- Q.,�..._,--�'
CONST, SO. RD. RT.
/ MINOR SIDE RO INTERSECTION '.� a '6 m ~"'^-7
^3-®'3200*E
MARION WISSE
'P6 STA, 162+95
- CONST. P.E.. RT, a THOMAS 0. LOWE
p EQUATION f
M1
BENCH MARKS
ra, srA. oescaIrrIan euv.
13 162+74 SPK. IN 36" ELM 14' LT. 94341 p
NET LENGTH OF CENTERLINE STA. ISO+OO TO STA, 180}00 • 2?98.38 LIN. FT,
__ Rail P x
E
p 1
Ck - lK%t Cx :UNC )1,250
noN _ t
Y�
_..
—f TX - 1
59 Y I r-._. 7�_. Prtott or MD CAD
a A3% -50,67 GY. ..� _ 1
SP �RAOE
SEC - 2965
{SRI. 25%
BORROW -52,735 CX + + ; -- _. ...> �-
a _ m 960
0
f
� � � � � i 1 - B25` (SSA 1 ! -�_-�. win a, � PRPGIMLL GROUND
l:_ _ G ..
Flu _ a - -- -
a 1 _-I- .. � .1 ._, g,� � t � 940 g
24 X9,5tPCP CLASSIII REd f
-24"APk70 ENN DW 4LS REOD. DITCH Q0.M R 1 _
I Q D T
TA. 175}2P 93a t.
r r L � R
STA ! +34..� „ _1 .` I ( 72 X 7q' PIPE CATTLE PA9S'REQ 0
920 :. ' .._� E { ' w 1-72"�2' CATTLg PASS REQ'D_ - f ➢-,_.._ ._216CY MRM. REOYt j- - -
2L4 E !ELEV.
D. � INLET 961.2 1
C.Y. R M. RED 0pp
PAVED MR
APRON REDO: :..., .. .. __-... ._ ._ ;. . 2:._.- _...t.,...,,..._920
f __'_-..
24 S.Y. SLOPE PAVING--
t
N ra v .v w .p m
m rc? Q in yM4^ '�% ply m m mO
ai a ? TM1 Q pj rn
, IPr m tR
9 P50 6 T B 9 t6o 1- 2 3 4 165 .. _ 6 7 8 9 t7a -.. R.. 2 3 4 ..- V75 6 .X._ ......
BC. CURVE DATA
N n rosr Rce P.I. 204 +CB"53 ,ZdO
bm AZ. 105' 51' 40' _
A 74' 06` 2O" - �I T0171 I4)
E ws+ T 1442.84' F. WILLPAM FULLER m 3f
L 247L30
S,E. .OY/FT..
I STA. 189+15 ARC GEE p
PtI CONST. PE. LT. 0
P. a 1
1- APRON' ENOWALSIII RE0`D. ,
2-APRON ENOWA(„L5 REQ'0 xy +®
x
STA. 178f23 SYA. 180+00 TO 181+00 LT.
CONST. R.E. LT. SOD DITCH REO'D O ¥
136 SY.
®�^ d D�
%tg F. WILLIAM FULLER e ',• P
� ��,��1�%� �!lff�ilillllf IIIIflIII! ®4r
,.--' ` ...---. LIDTf11IfTlifTllll.
.,y �%177il 2 ..�-"" THOMAS D. LOWE ,®a.----..."`-----s..,., _ _-__
60
s
II
'rj1ll% 80 I - r
O'E
s 1p T J�50
STA. 193+00
CONST, ED. RD, CONN. FIT F f
• 't ` n I-18"X 52'C.P CLASS M REO'D. ❑ !
'-` 2-APRON ENDWALLS REO'D.
a THOMAS D. LOWE MINOR SIDE ROAD INTERSECTION
STA. 176+25 BE MARKS
CONST. PE RT. 'e x0. 51'R. mwR1pr1c* ELEV,
NET LENGTH OF CENTERLINE STA. 180+00 TO STA. 200+00 • 2.000 LPN. FT. 14 194+00 EPK, IN 30' ELM 216 RT. 948,72
4 I �.. � : 1 e : � f � mot.. • _ _ 4 P i i<.
f 111 — _ i4$
_
E' _ 7534 CY-`
r
_ s
_
Y
93o m -_
srA. 181+00 _
_
_J
_ - F H
( = �--
930
1
!
r
e
,� !� ....tom � a (� - R. � •� ? w c v 'v �Q. y .. _. .,.. _ �,._ I f I
L ' Im
1
RL 2a4+08S3 BK,• 2�
P.T.
214+36.70
PO.T. 222+4055
.:
1$4+43,86 AH.
mo.. "XE
e" o_F°�
PM
4 T1t4) J2 /3�..
�01
'gym•
'a6"
F. WILLIAM FULLER
BEG. CONST.
1
s `4,sr �sEw.x
Ky
rewcE Pogxe
vaxr
TA 2+50
w
STEEL aEwcE
^�„
.e
ojjj
STA. 22t+25
LANE en-cn.
o j
ABANDON WELL
LT. ;
STa, 3+25 TN. R0. cN ° STA 2+5OTN.RO.
CONST RE. RT. CON_T RE,. LT
1-30 X 26 C.R. CLASS IR REOD.
^�
2-APRON ENDWALLS REO°-
0
ad
STA 2*6aTN RD,�!
PE fi
^,
CONST P.E.RT .. ru. STA. 222+70 TO 224+00 LT RT.
SOO DITCH REO"D.
� 404 S,Y,
P. e
F WILLIAM v
FULLER - °
\
e
~'."`'-`-
Q, F. WILLIAM FULLER
°a
-..„ 1 2/0
u
i ^'
\
""" '�'
PeReR
a }
HARRY A. HASS
m sa' dt
220 Y �k[.
✓� ^
* aa% q `^--._
g`.�`"
215
----_--_.--�..T
k a
r R u:
} lin:
_------ ____.__ ____�.._._�.� f.__._.. ........................___.__ _ 6 ....._ _ ._._. _ . ______._ _ _.
._._.. ....._.__._.._._..._... - _____._...,_...__._______.I�s__
a0 x4„ER }+--�
_
m�94�["^ K '290
I
®O
B
STA. 222+4055 ST. H. 65•
STA 5+00 CT. H. 8 TN. RD.
.
STA. 206+D
CONST C.TH CONN. RT.
CONST MINOR SIDE RD. CONIC. LT
CONST TN RRDCONNRT.
. ,
MINOR SIDE RD INTERSECTION
ZELLA BRUMMELS
1
a ZELLA BRUMMELS
END CONST.
�t
4+00 - -
m BENCH MARKS
ram,° Ro, � sPn. � oexmrrxwa_®..� eLev
IU' 15 221+27 cSECORPUMPBASE 34° LT 448.32
NET LENGTH OF CENTERLINE STA. 200+00 TO STA.
225 +00 • 2,500
LIN. FT.
ea
b r
4
77
*.-.=
t
r
i
,I,65
CT
17600
Cl
960
454",rNst,e
RO0.a
-
urt
_._..._
r
_CFO
°�
_
440
X4:
G IN-
Let
'
k -
.�-
—i -
-
-
-
I--r
ZAP0RO
RECD_
RE2`IY`
ENZWa
430
4
Tom_`-
-"'.
_.
.. 4=..
_.
..
_Sfl. ZC 4
'X
_-G»ftc:p,..
-.C.k T..L
REMOVE
3 MRE
e
Q
1 ;
_ ._
-'
_
t
-..
1
_..
-
430
Gri'a
DA#f RE
`¢ RT.
�
-
r
i
,
1
sE nRAmx xa x3 6 x5¢ -
f
-
-
*_
_
t
� rfl
fY
0 ��
_._..._ .
1,
t ..-111•
t7
n.
I�w ,� <1 '(J
I
I
I
i
.«...
....�_..
q 'S tT
Y..
(�
T
�
P.O.T. 222+40,55
I
@ x
r F
r "
r
P� [m
225
m
CULT y f
f r -- ----- ! TAKR
I r WLT.
P'tl N N
°Zr N
P07 240+20,07
+ 2
STA 246+65
a� CONST,. P.E. LT
P ACOLPH MADSEN
t4y
0
p
240
$
245
+
+
$
._._.,�-._.,....,_�.,,.._...®�....._�...._.._-
- -
- �
+ +
p
N 4
N
w
ZELLA ERUMMELS
STA,. 249 +10
CONST PE. LT.
HERMAN KURTZ
N
> STA 47;10 - _ }' !! --s
._ ,...j
r SP. 22. tOQt- ft_._.*—,. �._....__i_____..,s ... C .'. ...2e3 'X 5$°rCP_j[t7PCA 2 - — 4 :'.:7 3_ -_
_.. LA^ . �--�-- ._ ! I ._ A SS REC Lt- }__ _ -
t 1..f•3Q'X Or.C.P C SS ffi REOrQ. ` C r p _ _
.!fl t P 2 APPO ENDYdA LS REO'Or _. [.. ;. Y ... ! I_ ` ' , ._� _ !) 'i'----�,_--1_._ ' -!"-- Dt TC ^ QAM R �4'O_RT4�T- ._i ` 5
r li
_ LI r _—i (
r o t .— ,._..___ — _._ _ _._...�. SQO ;DITCH D ;t¢:��
_ _ _
--
4-
u `
P 1�
c N q 4 C? p
r m
m m m m c 4
� m n o
6 7 - {O P
_.... i S ?75 �� ..,.
Z..x�''
_._.
-. a 1u4 + r•. _ Ke
1 . i_..
n ..,
e ^
rPERmacomm
Ag TAPE
STA. 0+40 T?IRD
CCNST" F.E.RT.
s
RAYMON{D J.VORWALO
STA: 262+50 TO 271+50 LT
S00 DITCH REOD.
1300 S.Y.
t 1�
I i �ei 21
42T00 7N. HU,.
4
4'
ao
+
�'
+
o ry
STA, 262+10
I e I
CONST. PERT.
STA. 263+50 TO 269+00 RT.
Q
SOD DITCH REO`0.
HERMAN KURTZ
794 S.Y.
NET, LENGTH,I F CENTERLINE STA:254+Q0 TO STA 284+Qq.= 3000. LIN.FT.LINQL
STA. 273+20
CONST PE. LT.
1-18"XZG'CP CLASS III REUM
2-APRON ENDWALLS RECID, STA. 274+34
CONST PE LT.
a
lP4 C ^"S
MA[CY
CURrIE DATA Q1Y11pM �,�^L 'MlC4 'M°°"
PL 283+7LSI T01Ttt4} fa:=
AZ. 162' 18' 45'
6 I7°41' " STA. 274+50 TO 293+50 LT
D i'OO` LT.
PAVED DITCH REO'D.
T 891.57` 2253 S.Y. SLOPE PA11913. rr�
L 1768.89
LEONARD HOLMQUIST ,.`� A z l
+
270
tt rQ h
0o T{PER
+ Y
n G t! 4
+ P
e
ry
a
STA.281+00 TO 293+50
PAVED DITCH REO'D.
1528 S.Y. SLOPE PAVING
RVBEN FRITSCHE
STA. 280+00
' CONST P.E.RT.
! 1-Z4"X 56' C.P. CLASS M REdM=--
i i 2-APRON ENDWALLS REtYa
N0.
IT
STA.
275+77
DESCRIPTION T
KEEL MARK TOP DRY WELLP. 100"L
ELEV_—
1037.39
EL, 1055,51
e6
UNCL.- 8r467 C.Y. _
®Fr- 6694 CT F•6,774CX -
CURVE DATA
P L 283+71,81
A.Z.. 162°-18'-45"
'
A I7°-41° 15,
STA. 277+00 TO 287+00
D. I-00"
OBLITERATE OLD ROAD LT.
T 891,67'
IQ STA.
L. 1768,75'
SE, .0A7FT.
i
Ax DEF
:U-41" .
RAYM0N0 J. YOR'h`ALD
nd
LEONARD HOLMOUIST
'gyp
` � .
1 I
p
RP
a
tt
D �9<)0
G7
00 o _
coo oO00 00c',,
RUBEN FRITSCHE
NET LENGTH OF'CENTERLINE STA.284
1130
1120
1110
1100
f ,P
=r
4 Q n
TO STA. 314+00 » 3000 LIN, FT.
UNCL, - 76,978 C.Y
F - 51,731 C.Y F
RE 9A49 CY
SM6. 25
STA. 294+50 TO 298+50
OBLITERATE OLD ROAD LT,
4 STA.
2
STA. 294+50
CONST. TOWN RD, CONN. LT RUPERT DUCKERT
STA. 305+00 TO 308+00 LT ® RT
SOD DITCH REDO.
833 SY.
r STA. 306+00
/ CONST, PE. LT.
I- I B'R 26' C. P CLASS A% REQ`D
2- APRON ENOWALLS REQ'D
mm
`- 300
1. ........_-...,_... ____ a,_....-
29
STA. 294+50
CONST. PE, RT.
WILLIAM MUELLER
STA, 295+00
1-24-,XBS' G.P. CLASS M REYq.
2-24 APRON ENDWALLS RE00.
z2oo'v. c.
924' PS D.
6Q2' S.S0.
T0171(4) /,5 13=
STA. 308+00 TO 316+00 LT
PAVED DITCH REO'D.
944 SY. SLOPE PAVING
m
STA 308+00 TO 317+55 RT
PAVED DITCH REQ'D.
STA, 306+00
1130 By, SLOPE PAVING
CONST PERT.
1-18''X 26 C.P CLASS REO D,
2-APRCN ENDWALLS REDD.
RUPERT DUCKERT
STA, 303+00 TO 308+00 RT.
OBLITERATE OLD ROAD
5 STA.
t
BENCH MARKS
fflO�TA. DESCRCPTION2+62 SPIKE IN7BLACKCHERRY 410 RT. I13l.62
t090
tIh
10:
N�
,e
«a
1080
1070
_
10-..
1060
G:
1050
d o 0 ra
�
cD
o
m
m
o
m
I
c
1
b
W
_
ti O m n
c � <v m �
c, m1040
3 4 285 6
7
8
9
290
I 2 3 4 795 6
7 8 ? 300 I ?..
3 s 305 .^
7 a 9310
1
2
3
a
.-30 +,ia
a
CE
CURVE DATA
P1. 323+7L56 RUPERT DUCKERT
A.L. 199'-2S'-40"
A W-25'-40" .
D. IR-00"
T, 980,80,
L, 1942.77' r
9.E. Dvf✓P .
&RC DT..
STA. 317+55 TO 320+80 FIT
SOD DITCH REOD.
STA, 320+00 TO 329+55 LT
PAVED DITCH RE0°0
1115 S.Y. SLOPE PAVING PEGG
STA,320+60 TO 329+55 RT.
PA,S.T 329+67.73 S.TR. 65
STA. 329+55 TO 333+00 LT.
STA. 4+00 C.TR
•6+11.19 C.TH.'N"
SOD DITCH RE0'D.
CONST. RE. RT.
537 S,Y �'
t
I
" RUDOLPH PRAUSE
33s 340
v40'65adr
'~`••
O
STA. 329+55 TO 334+00 RT.
\p I .•°
STA. 329+9747
SOD DITCH RE4b.
692 S.Y.
-STA 6+22.77
d r
CONST. CTW CONK LT.8
RT. LEONARD ICKLER
RUPERT
DUCKERT
e
P I
469 SY PAVED DITCH RED D.
IG40 S.Y. SLOPE PAVING
x
-�
•iY k
EKJ
r
--
�.....--
- J
.
--.—_"--._" PRESENr S.TH 65
°' ------------
_. .
- STA. 13+33 CT H.`N` RT.
NET. LENGTH QP CENTERLINE STA. 314+00 TO. STA, 344+00" 3000 LIN. F'T:
CONST, TN. RD. � Nk
UNCL- 2W34 Cy .
20.907 Olt
SFq. 25 Ys [ i
r
k_fliD
._
c
'
4-
4
¢m
... ...
_.
•
STA,323; 30
134 # 6 PIPE UNDERDRAIN
' '-�_-
126°X6'PIPE UNDERDRAIN
STA .3174 0
.. AS REO 0
I 24`X.{5O'C.P C'L S
f 2 24 AP ON ENDWALLS �REWD
tOHO
STA `320+ 30.
1 1 I- 48'7(260' CP. CLASS °,S OR 8 C
:.2-48 APRON.ENDWALLS REC
LR7
•
SKEW 39 RHF
0 :0
_.7
.g_.
9..
320 1
f F2 +S5
3TA.323 h 7O
1-72"X 82° PIPE CATTLE PASS REED
M.. R.M. 2I A G.Y. ;
p O
P, 0 p 0 Ct Gh'F
St 0 p O
0
2: _... .. .5. 4 325 6
t70
i
i
r
s
t � Is wo
i
C-52,TA CY UNCL.-60,73TC.Y
CTH V 8,019 C.
F - 48,481 C.Y. F - 48,588 Cl
cm Fd I0T C,
vn. 25 %
nim,
am
e
0 p
0
N h.
fR 0
T
W Y}
Q ri
'D
CI N
p p
0
O n
7 8
9
330
aoa" Vc.
Leos' ws.a
5T0
171(4), Jfci gg l34
L� J
R6^ 4AletbB
'T,isfiP=eFlvt.r `1
MEE
*mleo-;-; STA.342+85
1-24 X 42" C.P. IN PLACE 1120
REMOVE._
n.lmvim 1-24 X78'CP.CLAS$M RE0°0
STA. ;37+42 2-24"ENDWALLS REDO
"1- 24 X 42' C.P IN PLACE -REMOVE
1-24"XIt0' CP. CLASS= PEOD _ ... _.. . ,.
2-24'APRON ENOWALLS REOM
ILC'G
wo°vc pI�
5T 5+70 C.'T.H.'N' l+
R
STA. 7+00 CT K"N
1-I8°X52°C.P CLASS M REO`O
I
I-18`X50` CP CLASS M REO`0.
$�
2-APRON ENOWALLS REDb.
w�
Q...
. _..
2-APRON ENDWALLS-lra .
F_
.rp ., _...
0
p.
2 3
4 5 r 6-......
X
:.8 9,: 10 t
I
3. 4
:t5 M1.
dt N M
N
Kk
N_
Yy W N
'2
2
4 335 G
7
340 1
& 9 ®
4
'.....
4
STA. 344 + 58 P. E. LT.
I- IS'X ? G'C.P CLASS M REGO
2-WAPRON ENOWALLS REDD.
0
0 + 345
75 z ---
0
STA- 345+90
CONST F. E. RT.
P.O.T. 349 +29.70
Km
P O.l 357+10.54
T0171(4)
is STA- 357+10
CURVE DATA
C04ST. SID, RD. LT.
I-I8"X3a'c,p. CLASS M REO'D. P. L 362+66.32
2-I8'APRON ENDWALLS REUa A. Z. 19 9 '- 3 9- 5 0* STA. 368400 TO 369+00 LT
MINOR SIDE RD. INTERSECTION a 190-39'-50' PAYED DITCH REDD,
STA. 360+00 TO 368+00 LT. D 2*- 30'- C. R. 115 S.Y. SLOPE PAVING
SOD DITCH REO'D.
T 397.16'
1244 SY
L 786,56' STA. 369+00 To 377+50 LT
SE 077 FrARO DEF SPECIAL PAVED DITCH REQb, 1319 S.Y. SLOPE PAVING
SEE SPECIAL DETAIL SHEET
360
STA. 370+10
CONST. TN. RD, LT
I- 30*X 46'CLP. CLASS GO REQ`D,
It 2- 30'APRON ENDWALLS L
STA, 373 + 85
ONST P.E. LT.
I-65'X40"X64'lOMPA REQ'D
2 AIER
50 C.Y. RRM. REO'D
ROGER NELSON STA. 36400 TO 373+00 RT WELL-
SOD DITCH REUD
+ 1,867 S.Y.
RUDOLPH PRAUSE 7t
STA. 357+00
LEONARD ICKLER CONST RE. RT
I-I6`X26'CP. CLASSM REQ`G
2-18'APPON ENDWALLS REID.
BENCH MARKS
NET LENGTH OF CENTERLINE STA. 344+00TO 374+00 - 3000 LIN. FT
7
STA, 73 5
CONS , RE. R
UNCL- 14,07 CY
F - 11,2* CY
CY F - 1,178 C.Y. C 'yl
SEES
q UNCL. - 1,473 CY, E. 489 C
TN. LT. P'E - 1,032 �y
1140 1090
m.
113�
1314' psm
1120 ash' ssa
-liza
1 2 2
0 27 3
7
STA .359+ 5 372 +55
Ir I- 24'x 86 QP CLASS nl PEOD STA,
I- WX 4 I'C R IN PLACE -REMOVE
1100 . SKEW 20- L,H.F.
2-APRON ENDWALLS REQ`O. STA. 373 t 00
DITCH DAM RT, .9 1- 36'X 90' C.P. CLASS M R E dt
SOD DITCH DAM I I EY� SKEW 10- LHF.
I - APRON ENDWALL REGO, LT.
loqo'DITCH DAM REOD RT..
STA 363+15 2,13 C.Y.M R.W REQb. RT. ICS"
I-24'X34'CR IN PLACE -REMOVE
10
0 !�'r 0 0
N 0%
:2 L, :2 :2 n 2 !2VY
1
7
3 345 6 7 8 9 350 1 2 3 4 355 6 7 a 9 360 2 3 355 1; 7 8 9 970
P2
STA
DESCRIPTION
ELEV
2545+18
CHISEL X ON BOULDER,
124' LT,
1135,80
21
364+65
ceEELED TOP OF 8CLT
68' RT.
1103,621
STA. 377+50 TO 378+00 LT
SOD DITCH FEOD.
183 S.Y .
0
t
n
STA 373+50 STA. 374+00 TO 382+00 RT.
Ron nrrrH RFO'O
CURVE DATA fr
RL 384+90,28 r .
AL 163- 22'00*
6 18. 38'OOr
D 3.00' LT. r�
T 27920'
L 554.44' r t°
S.E. .Q9'{m g' e
ANC CEY
l B a
ENO CONSTRUCTION
STA. 38A+0„O
d 't
`e
l A
3S5
�
-•, R
�
STA.38O+30 RT.
SALV. 1-18 % 26' RCCR
STA 380+30 FIT
CCNST PF.
I-94
uvvrroh marzc{' ru e¢ jf� ¢:ce-
TOITI(4)
If f
I d PI If
j /
1/9� OVERHEAD
rd
BEGIN CONST
STA.410+52.13 SUBTANG,
CONST SO RD. CONN LT.a RT.
MINOR SIDE RD INTERSECTION
0
--- -------
T 0 171(4) 19
CURVE DATA
P 1. 416+54.67
A 20'-51V-10"
a 3-00,
T 352,31'
L. 696 72'
S.E, D6'
ARC OFF 420 STA, 420+Z5
/4FS 41 + T 6� CONST. P.E.LT. 0 TH
3 + �CR O� JAMES SCHWALEN I-IS'X26'CP CLASS M RECb
1'- ce 2 -APRON ENOWALLS REO
1
CURVE DATA
PL 407+4922
A2 196'-34'-30'
A
D. 20-30'
S.E. a061
�fE�T4WD
ARC DER
S T-4
STA. 405+ 00 TO 409+ 00 R T.
SOD DITCH REQ`D.
STA.405+70 R'
622 S.Y.
SALV B I-'X26' RC.CP
STA. 405 +7D RT
CONST PE.
1-18'X26' SALV. R,C.C.P REO'D.
111
2 APRON ENOWALLS PEQ'D.
NET LENGTH OF CENTERLINE STA, 403+E TO STA.428+00 2405-LIN FT.
C y
C�
WX RXVP - = y
UNCL-I3,1317 C.Y.
WRE - 37 Cyl
:
F %'9 "
NAIRAMP 81�7 CY
F-1103 CY
TN RD. 837 cy�
1030
251.
1020
10;0
ME
990
Em
cm
0
CHI 0 ,PEP
TAPER
0
STA,410+00-416+00 RT.
5-STA'S OF OBLITERATING OLD RD.
CRAIG SMITH
TN, RD. 410 + 52. 13 PO Sar.
SUSTAING &TR 65
of
1010
STA3+44 TN RD.
I- 24"X 58'C.Pl CLASS ED SeQ'D,
2-24'APRON ENDWALLS REGO.
SKEW 20' L,H.F
1000
1 0
Ttl Qj
0
990
Gov vc,
1405' PSO
917, EEO,
0
a
0 0 0
t
n
0
0
0
0
1 4 4105
6
7
3
410
I a
+_ 42
Ic-
7
Nb
tie
STA,
N - 3612X63+41OR IN PLACE
REMOVE
I- 36'XIIG'CP• CLASS01 PEOb
2- 36'APPCN ENDWALLS REQ'D
25 15 7
_____ ..._ ..... ..
NEW PI.LAYOUT FOR RAMP 1
¢
P, fV
RAMP
0.. R
,.-
CURVE DATA
_m_..... __.. _
—S-T° ' '�
no,a. r. Qza yz n.+s a
SAW CUT
PL 3i-50.49
A.Z. 221•-30'-ICr
Q.
STA. 5+44
F
I
D 140'
CPR" n'. q,iK ea
T (66,96.41
L 319.25'
F
f
S.E. 0.08'
1
`
,fr
y
ARC DEF.
i
E!
STA. 406+25 LT.
s`
REMOVE CONC. SURFACE DRAIN
:-
NOTE
SAW CUT
REDD
STA.± 403+15
z'
4 5
r"
t t
cursvE DATA
PL 407+49.22
j o
,.
nz°n,
°
A.Z. 196•-34°-30'
A 16•-34-30'
{t
D 2-30'
T 333.84' .
CURT 6 GUTTER, N W.. RAMP
L 663 00'
440 L.F. IN PLACE —REMOVE
S.E. 0.06'
SEE N.W RAMP X-SECTCONS.
ARC DEF.
-
i
SCALE i � 50'
1030
1020 a
n'
0
LA
..
N.W. RAMP
—
'Q
z00' 4G
1020 +
�
a®
I020
e�
t
+
*
ev
..
°" ®
1010 cv
6
5o
m
Q'
'4o
ao
3a
^o
1010
ogi
„o ;
So
+
1—
+®
}e.
y
�
B y T0171 (4)
a
h wu
r
s2
1000
MCC
O
O
d
1 2 3 4
405
6
T
9
9
410
1 2
3
s
415
5
0171(4)
STA. 437+25 z
CONST PE. LT.
STA. 431+35
CONST F.E. LT
Jnwm
+
CRAM SM17H + +
STANLEY MILLER
STA, 433+70 RE. PIT (CONST)
1-I8"X26° C.P. CLASS ED jREUO,
2-W ENDWALLS REDO,
NET LENGTH CFCENTERLINE STA. 428+00 TO STA. 458+00- 3000 LIN.FT
1010
1000
990 Gov V.c
980
970CAW
STA. 437+73
1 - 18'X 32'C.P, IN PLACE - REMOVE
I- 24"X 106'C.P CLASS M REOD,
2 - 24' ENDWALLS REDD.
STA. 437+23
ADJUST MANHOLE
RAISE 688'
NOT PART OF THIS
CONTRACT
STA. 441+25
ADJUST MANHOLE
LOWER 1 28'
NOT PART OF THIS
CONTRACT
Boo' vc , 14$1' PSO,
%65, $in,
STA, 445+02
ADJUST MANHOLE
LOWER 483
NOT PART OF THNS
CONTRACT
STA, 448+53
ADJUST MA,%HOLE
LONER 093
NOT PART OF THIS
CONTRACT
BENCH MARKS
�O, 'iT47 lEffiRIPTION EL"EV
9�
SPIKE ENEt 9 '51
5 'PT � t23434�+�4 t�PIKE II12C �ELPA,"43' RT, 997, 51
c 27,392 C.y
CTH -TT* 104 C.Y.- UNCL. - 29,222 C.Y.
SERV. RD. 1.7m C.Y
F 52-240 C.Yj
TNRO. 717 CY F - 56P55 C.Y.
CTH'TT' 376 C.%
Y SERV. RD. Z722 C.Y.
SN . 25%
BORROW - 40,855 CY
STA. 451+66
1-24"X34'C.P IN PLACE -REMOVE
1-24'X66'CR CLASSES RECb.
Z- 24' ENDWALLS REO'D
STA 452+01
ADJUST MANHOLE
RAISE 1 14
NOT PART OF THIS
CONTRACT
STA 456+02
ADJUST MANHCLE
LOWER 2,02'
NOT PART OF THIS
CONTRACT
1000
990
980
970
0
w
0
0
0
0
0
12
0
w
0
ID
0
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6
7
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POT. 463+,98.60 1 CURVE DATA
CURVE DATA a.+e w wa+cT w.es. rrm �
Ri. 474+11.24 P.L 480+9705. . T017I(4) 22 134' .
AL IW58'20° Az. 192°261`00-
1 6 P2.2e00'
! 4 B°01'ET 0 2°00'RT, C.0 C3 f
D 3°00" ET T �312.07'
STA. 463"98,60 S.TH,'65"• T E34O4' EQUATION
STA. 3.00 C.TH. "TT° L 2`6758` L 631/Tr
BEG. CONSL me aa'rrT.
i
STA. 469+00 ac .os'err " uQ ocr
STA, 0+04 CONSL PE. LT,. ancp« STA. 474+20 ne
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INTERSECTION + i + GARDINER GRAHAM s°
480
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STA.463+9860 CONST, D. RD RT.v FOR SERVICE ROAD v.y$ CCNST. CTH CONN, RT MINOR SIDE RD.INTERSECTION
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NO. STA, DESCRIPTION ELEV. C4Cu9T 5T.
f
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CURVE DATA
RL 6 + 40.90
A
Z. 19144'� 02'40'
A 02'40"
T&d 0 5*00' FIT
T 141.15, 1
L 280.89'
ARCOEF
STA. 8+51 SIDE ST RT
I — 18'X 42'
OR IN PLACE REMOVE
1-25'X IS X54' C.M.PA. REQ'O -
2—APRON ENDWALLS REQ-0. SCALE
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1-24'X 5O'C P CLASS M REQ°o
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P` E
I CURVE DATA.
P.I. 497+74,46
A7 175'31'50"
B 4' 28' 10'
I t D 0' 36 LT..
{ =' T 447.00'
L 893,90,
!E. A15'l6T. "
fff STA. 490+45 awe CEP.
CONST. PE. LE
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1 9 2-I� ENDWALLS REQ'R
f SIENMAN CONC. j
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STA.495+10
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NET LENGTH OF CENTERLINE STA 488+83 :80,T0. STA.516+68 = 2784,20 LIH_-FT.
1 , , +s.n
ILI
STA. 502+40
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1-18"X26'C.P. CLASS= REID
2-IB'ENOWALLS RE{D..
ka
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STA. 5OB+15
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1-18"X26` CP CLASS M REDD
2-18'ENOWALLS REO'D
RFNC.H MARKS
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F - 6,703 CY.
BORROW - A132 Cy
STA. 499+96
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PRIVATE ENTRANCE
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WIDEN EXISTING PAVED DITCH
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Vp Nf
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AT DISCHARGE
OF EXISTING
PAVED DITCH,
SEE DETAIL
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Y I 375
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63 P4pE
9
STA,373+00 S.TH. 65
PLUG INLET OF EXISTING 36' C.M.C.P
PR:VATE ENTRANCE
STA. 373+50 PT,
2 -36'X 32' C. P REQ'D,
I4R,M, ENDV,ALLS
CURVE DATA
P1,
384+9028
AZ.
163.22'00"
A
16.38,00'
D
3°00" LT.
JAMES SCHWALEN
T
279,20'
L
554.44°
,
S. E.
.07"
a
aw<-
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CONSTRUCT!(
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M.R,M. ENDWALLS
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JAMES SCHWALEN DITCH DAM 50 RT.
EL 1045 5
STA..
SE.CURB OF BRIDGE
a:
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