HomeMy WebLinkAbout1968 S0552(8) .pdfINDEX
OF SHEETS
WOM VOI. 4-
TITLE
iROSS
i
SECTIONS
SHEET
ESTIMATE OF QUANTITIES
SHEET 'NMISCELLANEOUS�
QUANTITIESPROFILESHEET
HM -
RIGHT Of WAY PLAT
SHEET NO, 3-8
PLAN AND STA, ZO8+OOT0t
NO-9-%3
STANDARDSHEET DETAILS
SHEET NO, -T
[PRAINPOE STRUCTURES
SHEET NO, A
MACHINE COMPUTATIONS
i
STA, 208+00
APPROX, RV FT. EAST OF THE NX CDR
OF SEC 21,T-30-N, R-IT-W.
-STA. 5Z+91, PROD. SO55201
5 ♦ $
STATE LINE___ .... ....�
-CotATX
®®®
CULVERTS IN
l - ....... _..._..���®�.
LINE.........._...._.�.,,5:
CULVERTS REOVIREQ.,.,, ....__
IP
TOWRSNOR R..ii
'1
DROP INLET--- ...
SECTION LIRE ............. ...._..
.�.,®
POWER POLE--- .... .........
- ....... ._..�
NEW RIGNTOF VAT 4'IR "'m..-.
TELEPHONE OR TELEGRAPH POLE....,._ ...0
PRESENT RKHT OF VAT LIRE..
RIGHT OF WAY MARKERS..
Z
WIRE FENCE I VOYER.,.
„'—�
REFERENCE STAKE FOR HUBS ONLY ��}'j-® -
l_._._
tAREED�.®.—.
�.�..
M%R5H........ ........
.i
LOT LINE .... ._.........
__ ...,.
HEDGE,....,
CORPORATE OR CITY
TREES--- ...
TRAVELED LtYQ
E....
TRAVELED VAT OR R E.....
."_`-_^-,
GROUND ELEVATION- ...
u rr ^
BASE OR SURYEX LIME,,.,.-__,
GRADE ELEVATION.,,,,-„-.,,-„,_wmN
J�vE
1 ROAD
l.D
ST CROIX COUNTY
PROJECT IDENTIFt"TCH NUMBER
FEDERAL PROJECT DESIGN%TIDN
961-1- 70
0552C
)
AS
BUILT
STA, 367-LS3-
STA. 0+00, BEG- PROD, S M52 (6
R•IB-W. 0
-17-W. R-16-W
_.�i
.�.Ed,� a .VA�Aa<rr.
�
� ..�G�1i
B►�R.+Vi+.yr.-�'S..s#
i��
-
IBM*-
LAYOUT
SCALE D
MILES
e
TOTAL NET LENGTH OF CENTERLINE s 3.030 MI,
ENOPROJECT S0552(8)
STA. 368+00
STA, 8+17 PROD. S0552(6)
APPROX. 117 FT. EAST OF THE N.E.
COAL OF SEC 23,T-30-N, R-IT-W.
A ok
ADT(1968)
350
ADT(1968)
525
DHV
80
D
55%
T
9.5 %
Y
50 M.P.H,
f
r
i
STA, 207 + 16 65
A7.-180'47'
BEGIN PROJECT S0552181
STa, 2p6+00 � Hz
DID 215
sc`
w
63
z
rt
«�
z
STA. 208+00 TO 238+00
NO CLEARING OR GRUBBING
R I'
STA. 233 t 67.80
STA, 215 t 98.95
:
AZ.- 180. 2t'
A2.• ISO.22`
`
W- rE
z
z
2
03i
w
i v
B
w^
c w
3
STA, 218 119
3i a.
z
CONST. RE.. LT.
DRAIN BK. a AN.
Wg w
a
M F
G
I �
* 220
sr. cRntx TeE.. ca 225
aicrMovo ais. Qa''j
A
230 "R
i4
y
I
r+ew
1 F (
#- --
L40J
...
u
STA. 220 t70
CONST. F.E. FIT
DRAIN BK.B Ah,
wrc
J
z
NY
y
z0
z
4 �S0552(8)
6961-1-70
4_,_ _5 S3�Y t"'CTRQEt
0 1
4 (
m
60'
w a
z x
B �
$ i
� W
W }
Q
BENCH MARKS
NO 5T0. CFSCR T CY ELEV.
zo..46 sv 5„Iw -ER �+Ga.E�.? 3-g' 200Q
629 Cx t NeE, C
.UNDO.- 2,209 Cx. 1 UNCI. 3, .. , U 4,36
FILL 2,786, C.V. _ _ L-t—�F(L�L^__3,35P Cx ._..
...__�,FNIL..._1,699 GC . ...... ..__..... i _ __, .. _ —_ __.. sxa. Sox _....,- sRa. sox i # '.
sna. aox .. 1 � '1
KIAL
STA. Z70 + 7T33
8961-1-70 ]SO55Z (a)
fee? -Y-JE- P. 1.
STA 297+ 11,65
AZ. - 179* 58'z TRAVERSE LINE
d w E AZ,- 1772WCENTERLINE
w
W- STA. 287 + 57 2 i w STA, 295+ 23 LT 644-2117+1444
CONSt RE. LT w
1- 1 slxT PE.
1-18X Z6C.P
t *t m CLASS TS REG'Q, I IB'XaG, E p
1 CLASS M EO'D 2 ft*Se-M-RES�
0 STA,296+52 LT
a STA, 293 f 54
CCNST RE.
3: CONST RE., LT. H 3;
1-18, x 26° C, P
270 ST CPC(X TEL. Co 275 a 280 285 29b CLASS = REO'D 2-1 CEYE7ERY
0 +
A-1L -.-E qr---
- -------------- Er
---- ------------ -----------------
%4
8AL67.W-,.—lS
Rl297+H,85
STA 278t 70 STA, 287+55
CONST.
CONST. DITCH CAM PT
x 1-2.4"X26'C,P
34 SQ.YD. SOD READ. CLASS M EEO, x x
SOD DITCH
STA 284+50-287Ii4RT I-;
RAY MITCHELL JR, 467 SQ, YDS. REVO
STA, 268+00 TO 298+00
NO CLEARING OR GRUBBING
BENCH MARKS
rOi S7A UESC�''7'04 EV k
Ss SF�;Z7f TELEPHCE CLF 4 Q-?-a
267, 75 sp� -K -9�
El J_ENa W rFNTFMlNP qTA
Ts
NCL. �960, cy, UNCL, 5,109 C.Y. 1 7
FILL �739 QY.� -,-7 T =7-
U -FILL Y.
sm630%
7
7
-7-- 7 7
--7
L
STA. 273- f 715
IN PLACiE t-30-X 4Z`!C,IF
71- -Z-=
1-34*X49' C.P, CLASS In PEO'D,
2-ARRO�k ENDWALLS RBO'D -,H�
FINiSPM GRiCE
STA, 278 + 75 LT.
OUTLET Df*� REOD,
t
+to%
-7- �--CW71WAL -G�UHD- 7--
-Z— - ----- ---- --
----- ---- ---
L L
J- ----- --
7 T
0 .0
ol,
Z,
7 -------
3 4 275 1. -----3 4 --- - ---- 265---, 290 1- 2 3 4 245 6 7 8-- 9
STA. 297 + 11.85
AZ - 179` 58`• TRAVERSE LINE
AZ. - 179. 2W - CENTERLINE
STA, 301+65 LT.
CONST PE.
r—W X 26`C.P
CLASS = REQ'D.
CEaETE" CHURCH
300
SOD DTCH REO'D.
STA,
300+00-3C2+60 RT 400
SQ YDS.
STA.309+25-310-+-25
LT.
z
U
¢
STA. 302+70 LT
i
x CONST PE.
I-P8"X 26' C P
z
CLASS IM REQ'O.
U
u _
�
v R
W
v d
3
HOUSE
j
a a
305
1 BLACK TOP
I
PpkciryG LOT
x
�[
J
J
z
Sh
IC h
�
aU
4
Ir
STA, 300+00 RT
CONST. COMM. ENT 3d TOP
1-18'X44"CL.M C.RREQ'D,
G
GCS'
4
`d
gGi . Nf^i
W E
STA, 310+00
CONST. F E. LT.
1-18" X 26' CL bl C.R. REQ`D.
HE
p-1-
STA. 314 + 00
AZ,- 79`29'a CENTER4 NEYNE
x
�
�s
f � sae
2
o
STA. 314+00 LT
z
„
8
CONST. TYPE C' CONN. LT.
4 �a�
.ter.
1-24'X 54'Ct AY C.P. REO'D.
315
2-APRON END'NALLS REQ'D.
320
. ..
;z,<
STA. 314+00 RT.
ft
_;->•-
CONST. TYPE'C' CONN,RT
a�
Wx
1"r6
2
1-24"X54'CL.. M CP REO'D-REMOVE
wz
ear
w
2-APRON ENDWALLS REUB
sQ
s
r
d
i
4
J
.
STA. 301+85 RT.
STA. 298-00 TO 328+00
CONST. COW ENT. -3O' TOP
CLEARING d GRUBBING
2 STA..
1-18'X 40' CL.M GB REDO.
e % i
.1-24' X 74' C.P CLASS $
2-APRON ENDWALLS REC
i
aw
tN
P9
n
M". iM 7M
«nl
�vN
,Ct rN IN
0.
-_-.. -...
UNCL. 8,960 C.Y.
-- FILE 7„6901 C.Y. Y
SH0 30%
SORROW _i, 300 G.Y.
8961-i-70 __ 0 552 (8) �• 4
STA, 327 + 2222
i
v�
Em
#1
zs
n {.
3 I
2 1-
B _EK ,NCH MAR_
46. t -----BENCH
G 0
T 3
299477 10� P,NE rH CAIN POLE RF�3B` 250 fd Pr
_
8 3v3,6-9PiKf iN P!GvER POLE. LT.. 2GO _1232A0 i
.-1
_..-_.,.. - i
` FIWIIHER GRADE
DOU PC,
.._-._.
1
=u:
STA 3�0.+21`[H-
t 24",X 34` GP. IN PLACE_
�rY
r N'
AT
314 +1
REMOVE+..X.fi9�.-QP�CLAS.TSL&EO.J�._,_._
_
1
r
'
"
2— RON ENOWALL5 REQ'D
"
�h
I
—
o
„ORIGINAL GRADE
i
r
FINISH
GRADE
1
2
4
5
6
7
E} E
GRADE
CHANGE
..._._ .. �. _,_.--
{
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a
_
-
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vN
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IN .i'7
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'.N IN ;N '.N A N
iT
1
2
3Y5
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7
a ..
_..__
nK�l
-
ROT
,TA, 327 +22.22 STA- 343 f 50,82
3:
W E
w
S CTA 34t f 82 STA. 351 1, 59
ONST. PE. LT,
z -r-- CONST, P.E. LT.
I - is' x 26' C,p. I- IS'X 26'C�P, ST �M TEL- CO.
0 NH OF j CLASS M RMO CLASS REVO
To"'� ERIN L
330 335 340 345
PRAIRIE 7; 350 355
I
W
- --- - ---- - -- -------- -------------
---------------- ------
- ---- - -----
----- ------- -------- ----------------- ---- ---------------- ---- ------ ... . ... -------- :4'�
77—= F t-fT
L J
STA. 331 f Be
CONST RE. RT.
L-
1- 18, x 26, C.p
II
CLASS= R EO'D
STA, 328+00 TO 358+00
CLEARING a GRUBBING
4 STA.
:UNCL- 3,262 C,Y.
FILL,
34
F4
5 �4
�RnymiAL m
- - ---- -----
0
0
STA. 356 f 00
CONST. RE. RT
I IS'X 26'CL,M C.P. RECID.
get
6
m
w
BENCH MARKS
F-
—T --------- 7-E-L E--, -1 NoTsTA
9 L,33L—*75 ISPi±E JNTELEPoCNT PC_wE RT 64 2412 4
LT.25' Z4 �$
L LT , ,
T, 75, 2v5X0
F7
A
LL
=z
i6V v d,
STA,35j,t 06 . .....
3, x 9 51 X 26'CbNO. ROX'IN PLACE
-7- REMOVE
2-48' X-,54`C�-F-d �SS=, REd'&--
'4-APROn ENOWALLS REO'C
7-
c
-74
_7
7 8 9 340 tl a 3
7
SHED GRADE
1-24XWC�P IN PLACE
REMOVE
I - 24' X $4'ChR CLASS M
2-APRO^ ENIDWALLS REQ
400: V, c,
I&M
STA. 358+00 TO STA, 368+00
CLEARING 3 GRUBBING
I STA.
a
�s
POT STA.. 366+83
3
O
sc
N
4
i
n
365
m�
CO. ELEC. CU-OP
.m
STA. 366 l 83
CONST. TYPE "C" COW LT
STA. 366 t 63
CONST, TYPE "C" CONN. RT,
STA. 368k00
j SO552 t8!
8S61—t-70