HomeMy WebLinkAboutE 1949.pdfINDEX OF SHEETS
SHEET NO. P TITLE
SHEET NO, 2 TYPICAL CROSS SECTIONS
SHEET NO. 3 ESTIMATE OF QUANTITIES
SHEET NO, 3A MISCELLANEOUS QUANTITIES ..
SHEET NO. 4 RIGHT OF WAY PLAT
SHEET NO,S-E'' PLAN AND PROFILE STA, 7+94 TO STA. 30+00
,HEET NO.q�IG STANDARD DETAILS
SHEET NO. — DRAINAGE STRUCTURES
.SHEET NQ17-7.0CROSS SECTIONS
STATE OF WISCONSIN
STATE a,
OF WISCONSIN
Emmommmmommw
PLAN AND PROFILE OF PROPOSED
NORTHI T[ CITY
S RIVERFALLS
ST. CROIX COUNTY
PROJECT T 028-2(3}
W
BEGINNING APPROX. 1172 FEET WEST AND 56.6 FEET NORTH
OF THE SOUTHEAST CORNER OF SECTION 36,T.28N, R.19 W.
PROX.
THENCE NORTHEASTERLY TO A POINT AP662,5 FEET
WEST AND 2183 FE/ET� NORTH
T36HSOUTHEAST CORNER OF
RR.S
,n(J.M 1 1M. SCOT.
SCALES
CNO[y 1[CTt9N1 NOR. F RI.m V[RT.I tA.-1FT.
u�
END OF PROD, T028-2(3)
STA. 30+00.
CONVENTIONAL
SIGNS
STATE LINE,
CULVERTS IN PLACE—..,.,
COUNTY LINE.._._..,.... ..._....®���,—
CULVERTS REQUIRED. ..
TOWNSHIP OR RANGE LINE
,...�.p.��...,.....
DROP INLET —,..
a .... .
SECTION LIRE......
.
�
POWER POLE
NEW RIGHT Of LINE
+"
TELEPHONE CR T EGRAPH
PCE 0
PRESENT RIGHT OF WAY LINE
_..-a. ,...m
RIGHT Of NAY MARKERS,.
` e.`A
WIRE FENCE / WOYEN
®.
REFERENCE STAKE FOR NUBS
ONLY ',ivr
lBARRED.
,_._..,,,_.
MARSH
LOT LINE
.... ....
HEDGE
<;
CORPORATE OR GFtT LIMITS
TREES ..
-
PROPERTY LINE
TRAVELED WAY OR PE.
::.:..
GROUND EEEv4"104 ...
.w.:.'.s.�I
RAfLROADB...
BASE OR SURVEY LINE
'^-'-.,'
GRACE ELEVAT:QN
R. I9 W.
I
! I �!,
., E x •
I. t.I
444 COUNTY i
PIERCE.. COUNTY.
BEG:'QF PR03. T028-213p_ _
STA,7+94
LAYOUT
0 +
SCALE MILES
1 RmwRAWWI
MUNIC. NET LENGTH OF CENTERLINE - 0.250 MI.
RURAL0,166
TOTAL, •• ' c 0.416
a R4.o.
F4AiY
NOR
µ6p'ry.
Wi3.
C0UNP♦ �i-0—E 1AS 190 AGGREEUEN FEDERAL SHEET TOTAL...
ANO AND WV1510q
w4G I.SECTION STATE FEDERAL OFFICE NUM{{BCfi Sryw EET3
5S tl 28,2 2'3.3 5 N 1 0
STAT[ HIGMWAT RCOENAL WON.$ ABIMCN ,
COMM18416N OI WI440Nm.N
PV BUC WOAp1 AOMi NI$TWATICN'.
MA4v54N. wtA I
RECOMMENOED FOR APPROVAL DATE_."
CORRECY /r T� �!
O.t"8(a,C'AYY-. WTifAq..., OISTFIGT C N'. YEFR�
PJRItG ROADS Ilpu Y $TRAYICN
J( FECERAL NCRFs AGe N01 LL-
W[CO uIII"I f0R F-11FL FJ /l l"14
APPROVED DATE �...„
Afc7f/ea t.._
APVR0VE0 rt 0 f�D1Yt$GN ENG PEER
'' wteuc WcanS aCH.N(RTRAT. pN
M�J
FtEIR tN n�c, u.
.. , ...._ .. M,...«. ...Jffi.v
C US"
FE
SECTGN
C[ASS
SxfEt
tt}tK-MDMoNUBER SHEETSHIGHWAY
STATECEPA{.252233
To,,�,TE�E�
4
20
19
N. E.YA. 5. E.Y.►
9T0.. T6'96 PA. 2"?"
LOCATION SKETCH AX.14o•}T-
4 t9'Y}
}•
SCALE R � T 5xe.14
1/4 MILE 9E P R OC ROE. t 6aa.'xo°
G.a EL .o R I R I5100a' i '
PR4k. T02C-2 (31
ST A. 26 +i'7
` —`
®EG,6F C4NSTRV CTdQN
.
- PR4J.TO20.2(tfB ..
_f
it
n
g
SC.HEDSJLE 0 LAND3 AND
IrA_
PAR
OWNER oa-MRIP'TI(
I
JAME5ETA POMERO`f N.E�`(4 ;>F,�4
SEC.96Ti
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01
t
Y LtM dT'S �f
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ems.•, S"S: CRQSX ..,. COUNTY
PIERCE `' courATY
ssarE HIGHWAY couwissoore OF wlseaNsan
PLAT OF RIGHT OF WAY REQUIRED
PROJECT T028.2(3)
RiVERFALLSVAU050M ROAD
5.T.H.35 5T. C.RQ`)( COUNTY
SCALE
LENGTHe0,416 MILES _ pxYED MA Y rgn3
STA. 9+OOLT
PI 7+95 I-TYPE'K'C,B. REDO
A2 179' 25' aiSCHAkGEp EL. 95.75
NEW P.1 7+98 I DEPTH 4-5'
A2 IM•SI' iVt pARAax
w OUSE P wOU IT C
BEG OF PROD. T028-2M f I ( j
STA, 7494
STA. 10+85 LT
I-TYPEW C,B REDD.
$u•e-
INLET-IE`EL 9T 14
DISCHARGE EL 9414
nposE
oj(*
DEPTH
�1
usew eAse.' atAmwwOLe
-----1
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A p
COa1NPLACE ` FL,EL,96,a F f Q.i•!
PARKIRa LANE pg Q I.J
IN
CFI PAV'F. IN Bi.ACN �5AN9T1
(, Rr SClfi R IX PC A:E �® ro`X. aro PLACE TRAFFIC LANE Aal py Ir
HATCA lrAAv4 MAIN Sr.RAFFIC LANE
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a
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CONC. PLATFORM
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DISCW ELF OC90
DEPTH R C-C'
6
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A NANH"c OR UTCN BASIN
In A _
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__. .__,._..___..___ -------- <------------ __ FRRRI44 LANC����LFL,Q.1%—...... ._._ .. _._.._.._ ., ._._._
M.N. IN PLAC -....X•♦` cPi�^ "E4.. FL. 72 (6. q _ __...... 'T TRAFFIC LAN[ � I� � 4-_ VI i .� 2
�._. _...�. _..._._ _. _._._..� __.. _._ ......._ ....—. .�._....a...w.-
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S'p EnpaNfifON MAIN $T U.N.IN KAC t AFG LANE Y.M IN FLICh' 6
------- PARKING LANE [L {, _.. _.. _ �u, i61114
a M�
`3 a t9 O ii A ro 'Fn [L FL, O?YI A t r f —GUA4 A GUTTER
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t
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NEW CURVE
23+73.9
I"-
To a6'ats7 20
NQ STA
DESCRIPTION
------`
EL"
otms[ P.1.• 23+93.7
j4 Z • 161. 1 I'
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...._ ........_. _ _. __....._
4 20+67
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RT.
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STA. 20.77 CONSTRUCT P.E.'
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