HomeMy WebLinkAbout1997 8944-03-73.pdfINDEX OF SHEETS
Sheet No, Title
Sheet No. Typical Sections and Details
Sheet No. Estimate of Quantities
Sheet No. Miscellaneous Quantities
Sheet No. Right —of —Way Plat
Sheet No. Plan and Profile
Sheet No. Standard Detail Drawings
Sheet No. Sign Plates
Sheet No. Structure Plans
Sheet No. Computer Earthwork Data
OSheet No, Cross —Sections
U TOTAL SHEETS =
I
DESIGN DESIGNATION
A.D.T. (1994) = 3,300
STATE F WISCONSIN
DEPARTMF ENT OTO RANSPRTATION
'PLAN �F PF�P:�SE� IMP���'EMENT
HUU% U.S.H. 12 ROAD
(JACOB'S LANE - U.S.H. 12)
C.T.H. UU
4
CONVENTIONAL SIGNS Lake �
COUNTY LINE COMBUSTIBLE FLUIDS
CORPORATE LIMITS //////////// (UNDER PRESSURE) ° T St.
UNDERGROUND UTILITIES Croix
PROPERTY LINE GAS G Z .
LOT LINE ELECTRIC E
LIMITED HIGHWAY EASEMENT TELEPHONE T N
EXISTING RIGHT OF WAY SERVICE PEDESTAL ® ~
NEW RIGHT OF WAY CABLE MARKER
REFERENCE LINE ~_ POWER POLE U
SLOPE INTERCEPT TELEPHONE POLE R 20 W
ORIGINAL GROUND _------_y RAILROADS
MARSH OR ROCK PROFILE — ---- MARSH
CULVERT IN PLACE WOODED AREA
CULVERT REQUIRED CONTROL A
CULVERT REQUIRED (Profile) ■ MAILBOX QQ
ST. CROIX COUNTY
STATE PROJECT �/NUMBE��/�(�
R
8VQ414—OY��(_■/■ V
R i8 W � R 18 W
STAIN P 60J00
6
U Q ThLa es
X=521743 04
_ Po
I e DarTr — Q Y=343378.90
vtuo w r ; '
�TAPE .
PA2K:
Z
I c N
12 H
C n Twin
D
L y�
�
I
.... ._.
3E
E
FF
• FF -^� I SS
----=-------- -----i_..------ ....
Z
co
`I
-- .................._ ..__ ......_ 6` 1
LAYOUT
0 i MI. 2 MI.
SCALE c
TOTAL
NET LENGTH OF CENTERLINE = i.726 MI. RURAL
STATE PROJECT
8944-03-73
END PROJECT 8944-
03-73
STA. 97+78.18
X=530855, 71
Y=343388.32
COORDINATES SHOWN ARE REFERENCED TO THE
ST. CROIX COUNTY COORDINATE SYSTEM.
FEDERAL PROJECT
PROJECT CONTRACT
CORPORATIC'
CCEPTED FOR
ST. �OIX COUNTY
ORIGINAL PLANS PREPARED BY
ty d
_.... a.oSo, PP'IPPP�
ci.y,l1
_ .
J
DATE (Sianoture)
STATE OF WISCONSiN
DEPARTMENT OF TRANSPORTATION
PREPARED BY
Surveyor CEDAR CORP.
Designer CEDAR CORP.
District Examiner
District Supervisor
Pro} Dev. Engineer
C.O. Examiner
APPROVED FOR DISTRICT OFFICE
DATE (Signature)
AUTHORIZED FOR CENTRAL OFFICE MAINTENANCE
DAi`c
(Signature)
AOJ.
AGG.
AH.
ASPH.
A(G.
A.D.T.
BEG.
B.A.
BK.
e To
CA
C.Eo
CONC.
CONST.
CO.
C.T.H.
C.Y. or CU. YO.
C.P.
or ELEV.
V.
L.F. OR
LIP. FT,
LT,
MAX.
M.H.
MI.
M.L. or
MA
MIN.
N.
N.S.P.
N.B.
N0.
N.E.
NOR.
N.W.
PAV'T.
P.E.
PB OR
P.B.
P.C.
P.I.
P.T.
QTY.
LIST OF STANDARD ABBREVIATIONS
AGGREGATE
AHEAD
ASPHALT
AVERAGE
AVERAGE DAILY TRAFFIC
BEGIN
BEGIN ABRUPT
BACK
BACK OF SIDEWALK
BITUMINOUS
CONTROL CABINET
CENTER LINE
COMMERCIAL ENTRANCE
CENTRAL ANGLE OR DELTA
CONCRETE
CONSTRUCTION
COUNTY
COUNTY TRUNK HIGHWAY
CUBIC YARD
CULVERT PIPE
DEGREE OF CURVE
END ABRUPT
EACH
EAST OR EAST PROJECT COORDINATE
IECTRICAL LINE
EASTBOUND
XCAVATION BELOW SUBGRADE
ELECTRICAL
ELEVATION
ELECTRICAL POLE
EXISTING
RENT OF SIDEWALK
INSIDE DIAMETER
INVERT jEIEVATION)
IRON PItPE OR PIN
POUND
LENGTH (OF CURVE)
LINEAR FOOT
LEFT
MAXIMUM
MANHOLE
MILE
MATCH LINE
MINIMUM
NORTH OR NORTH PROJECT COORDINATE
NORTHERN STATES POWER
NORTHBOUND
NUMBER
NORTHEAST
NORMAL
NORTHWEST
PAVEMENT
PRIVATE ENTRANCE
PULL BOX
POINT OF CURVATURE
POINT OF INTERSECTION
POINT OF TANGENCY
QUANTITY
R. OR RAD. RADIUS
R.P. RADIUS POINT
RL RAt REFERENCE LINE
R.fi. REFERENCE POINT
R.C.C.P.S.S. REINFORCED CONCRETE CULVERT PIPE, STORM SEWER
REQ'D. REQUIRED
REFERENCE LINE
—OF—WAY
Y SEWER
{ OR SOUTHWEST
or SQ. FT.
or SQ. YD.
GS
STANDARD DETAIL DRAWINGS
PAGE DESCRIPTION
S.D.D. 15 C 8-7a PAVEMENT MARKINGS (MAINLINE)
S.D.D. 15 C 8-7b PAVEMENT MARKINGS (INTERSECTIONS)
S.D.O. 15 C 12-2 TRAFFIC CONTROL FOR LANE CLOSURE
(SUITABLE FOR MOVING OPERATIONS)
ss STORM SEWER GENERAL NOTE S
S.E. SUPERELEVATION OR SOUTHEAST
T. TANGENT OR TELEPHONE LINE
T.C.P. TEMPORARY CONSTRUCTION PERN4IT
T.P. TELEPHONE POLE
TEMPORARY LIMITED EASEMENT
UNCL. CAL
UN CLASSIFIED EXCAVATION NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT THE PRIOR APPROVAL
U.S.G.S. UNITED STATES GEOLOGICAL SURVEY OF THE ENGINEER,
USH U.S. HIGHWAY
VAR. VARIABLE
V.C. VERTICAL CURVE (LENGTH)
VERT. VERTICAL THE LOCATION OF EXISTING AND PROPOSED UTILITY INSTALLATIONS AS SHOWN ON THE
V.P.C. VERTICAL POINT OF CURVATURE PLANS ARE APPROXIMATE, THERE MAY BE OTHER UTILITY INSTALLATIONS
V.P.I. VERTICAL POINT OF INTERSECTION
VERTICAL POINT OF TANGENCY WITHIN THE PROJECT AREA THAT ARE NOT SHOWN, CONTRACTOR SHALL VERIFY
V.P.T.
W. WATERMAIN ALL UTILITIES PRIOR TO CONSTRUCTION,
W. WEST
W.B. WESTBOUND
W.V. WATER VALVE WHEN THE QUANTITY OF THE ITEMS OF BASE OR SURFACE COURSE IS MEASURED
FOR PAYMENT BY THE TON, THE DEPTH OF THICKNESS OF THE COURSE
SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL THICKNESS WILL
DEPEND ON THE DISTRIBUTION OF MATERIAL AS DIRECTED BY THE ENGINEER,
NO PASSING ZONES WILL BE LOCATED BY OTHERS
.
All
INTERSECTIONS TO BE PAVED AS DIRECTED BY ENGINEER.
�a
8944-03-73
z4' - �
4' 6' - 12' I 12 6 � 4
.02
.02
EXISTING RUBBLIZED CONCRETE (BY OTHERS)
CRUSHED AGGREGATE BASE COURSE (BY OTHERS)
4" SALVAGED ASPHALTIC PAVEMENT BASE COURSE (BY OTHERS)
3" ASPHALTIC CONCRETE PAVEMENT
3" CRUSHEO AGGREGATE SHOULDER COURSE
TYPICAL FINISHED SECTION C.T.H. UU
(STA. 6+65 TO STA. 97+78.18)
02
22' — �
4' 11, � 11' 4' --••�
.02 %
EXISTING RUBBLIZED CONCRETE (BY OTHERS)
CRUSHED AGGREGATE BASE COURSE (BY OTHERS)
4" SALVAGED ASPHALTIC PAVEMENT BASE COURSE (BY OTHERS)
3" ASPHALTIC CONCRETE PAVEMENT
3" CRUSHED AGGREGATE SHOULDER COURSE
.02/.
L FINISHED SECTION JACOB'�
(STA. 200+00 TO STA. 201+50)
(STA. 245+50 TO STA. 250+07.55)
.04 '�
.04
MISCELLANEOUS QUANTITIES
EDGE MARKING
CENTERLINE
CHANNELIZING
CURB
(4-INCH)
(4-INCH)
(8-INCH)
MARKING
WHITE
YELLOW
WHITE
YELLOW
STATION TO
STATION
J .F.
L•F•
L•F.
L.F.
CTH UU
STA.
6+65.00 - 97+78.18
18,726
3035
2087
80
JACOB'S
LANE (E)
STA.
200+00 - 201+50
300
390
-
-
STA.
245+50 - 250+00
900
225
-
-
PROJECT TOTAL 19,926 3650 2087 80
� • • �
STATION TO STATION LOCATION TONS MARK
CTH UU
6+65.00 - 97+78.18 MAINLINE 1392 SHOULDERS
JACOB'S LANE
200+50 - 201+50 LT. 24 SHOULDERS
245+50 -END LT. & RT. 68 SHOULDERS
PROJECT TOTAL 1484
24' I
10' 12' �• 12' - 10'
24" CURB AND GUTTER
BY OTHERS _
.02 % .02/. .02/. .02 % _III= ,
f "_ -'" � , `� ASPHALTIC CONCRETE PAVEMENT TYPE MV• ASPHALT MATERIAL. PLANT MIX
�' _ - ..
- /- �
PAVEMENT ASPHALT
-� 11=
EXISTING RUBBLIZED CONCRETE (8Y OTHERS) 24" CURB AND CUTTER STATION TO STATION LOCATION TONS TONS eEMARKS
BY OTHERS
4" SALVAGED ASPHALTIC PAVEMENT BASE COURSE (BY OTHERS)
CRUSHED AGGREGATE BASE COURSE (BY OTHERS) CTH UU
3" ASPHALTIC CONCRETE PAVEMENT 6+65.00 — 97+78.18 CL 7278 437 MAINUNE
TYPICAL FINISHED TYPICAL 24" CURB SECTIONS GTMzoo+so - 20,+5o GL 110 7 MAINUNE
(STA. 73+00 TO STA. 74+00, LT & RT) z4s+so - ENo cL z66 i6 MAINLINE
(STA. 80+00 TO STA. 83+50, LT)
(STA. 89+00 TO STA. 91 +29, RT) PROJECT TOTAL 7654 460
(STA. 93+50 TO STA. 96+70, RT)
k`
. STA9+15, 35' LT
70' - 18" CMP
NEW 125' - 18" RCP
SS�9 (BY OTHERS)
T9 J)CO
C.T.H. UU STA. 6+65.00
BEGIN PROJECT
BEGIN TAPER
STA. 7+54.4, 12 LT
U7C
----
.--c� o +0 2� - - -
' -
O •4s
BEGIN TAPER 1.
St"A' 6+92.43 12' RT
I END TAPER
STA, 8+17.5, 22' RT 9 ho5
�,' 9x �1• 00' ..�
x �• T
GHERTY LANE STA. 10+54.00 / \
END CONSTRUCTION
Ih
,
STA. 22+83
20' - 18" CMP
r- POOR CONDITION
33'
00A lot
,
,/0�5 ka63A
8944-03-73
CTH UU
STA. 18+73
CMP
POOR CONDITION
PLAN
165'
ST. CROIX CO.
STA. 9+88, 30' RT 'Osr•` i � '
145' 35' - 12" CMP 175' 16x —
NEW 110' - 18" RCP (BY OTHERS) R/W 6s9,9q END TAPER
BEGIN APE STA. 11+98 STA, 20+79.7, 22' LT
STA. 1 + .4, 22' LT 153' - 24" CONCRETE BOX CULVERT BEGIN TAPER EXISTING C
y END TAPER FAIR CONDITION STA. 19+87.3, 18' LT
STA. 11+37.6, 18':---'----------------------- - --
Op- -----Ti+DQ------- 12+��-------TSf00------- I�+moo ------T5+00--------1-6F00------- 174•UO ------ 1sf00 ------T9iO(r-------2D+a0 ------
____ C.T.H. UU
C.T.H. UU----------------- -------------------------------- .................. -- --- --_------------ ------
I �6x BEGIN TAPER
21 +58.32 �
65.04'
TT�E PASS
to
I xti�' 0 END TAPER
9 \ S 1 y •` STA. 19+53.8, 18' RT \
STA. 11+48. z 18" RT \\ \ g6 ENO TAPER O I
I 1p STA. 1 \5+35 �6xq R/W STA. 20+03.8, 22' RT o
+5720 BIT P*Ek 70Lj
6g.65 9 7' 1x ,5 05 I
+00
10 R/W -T — i STA. 21+793 34' RT a:I
gxS676 I 51' - 18" CMP ...: Z I
�Ox? .61• I NEW 110' - 18" RCP (BY OTHERS) I o
�0 �6d END TAPER
STA. 11+309 15' RT o
1ok00 BEGIN TAPER COUNTRY VIEW ROAD STA, 10+31.00 I o
STA. 10+90, 11' RT
END CONSTRUCTION._..
i
STA. 27+13
111' - 18' RCP
POOR CONDITION
STA. 22+83 I —
AGGR_P.E.—
BEGIN TAPER
STA. 34+80
AGGR. P.E. R/W
STA. 23+29.7, 22' LT i� �jOkNp:�1
END TAPER
--- --STA. 23+91.2, 18' LT --------------- ----------------- ----- ---- - -- -- - ----- ------------------------------------------------ -- --------- - -- - ----- - -----------------------------------------
- - - - -- -- ---- -- ----- ----- ------------------- ----- -- --- --- -----
00--------23+b0"-------Z-------25+00--------26+i10----11" 2T+Ot'-------Z8+017-------29+U0-------3p+00-----3T+00-------32+00-------�3+U0-------34�IIO-------35+00-------�5+00-------3 ----
C'TH' 'UU---------------------------------------------�,---------------------------------------------- - -- - - - ---- - - -----------------------------------
- - - - - - - - - - - - - ----- - - -- a ---------- ---------- -- - ------------------------ - -- - - - --
ENO TAPER 1 _
I
\ / STA. 23+33,99, 18' RT I I I I 1 —
I — d
I 1 I I 11 3pxs R/W
99
I o 2?x7 R ; BIT. P.E. I STA.129+31 ox5196 I ?
> 6g 77S 1 BIT. P.E.
I 3 96.1141111 .
II w
I I S I i
I I
I I P� END TAPER
I I ? STA. 11+12.1, 15' RT
o
v
o I BEGIN TAPER
+ STA. 10+72.1, 11' RT
0
COUNTRY VIEW 90AD STA. 10+31.00
END CONSTRUCTION
NET LENGTH OF CENTERLINE STA. 6+65.00 TO STA. 37+00.00 = 3035.00 LIN. FT.
3
0
0
0
Q.
nc
0
I
EXISTING CA
-------------
37+0U--------38�Q0---
crH uu
125•
E • i `\
1 / - �- -e-- R/W —
R W—
STA. 47+60
BIT, P.E. 1
I \
---------------------------------------------------------------
------------------------------------
-------�0+0�-------�}Op-------�Z�O -------�S+IIO-------44TQ0--------43-------�163i1(T-------47:FGO 48+00-------49�00-------TIIj +DU------- Si+00-------52�Q0----
----C.T.H.UU---------------------------
C---------------------- -- ------------------------------------------ -- L1— -- -- — --- - - ---------- -- - -- ---
- - - - - - - - - - - - - - -'_TH _ UU
----- - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - ----------- -- - ------- ----------------------------------------------- -- -----------------
---------------------------------------------- -
liL
39+51.66 179'S8'0" i 59 '3 46 0
�— 54.80 o STA. 47+5
gs —BIT. P.E. STA, 47+52, 39' RT R/W ! SO"S.
R W -- x pq 28 19' - 18' CMP 69. as
�gk5\$O � zzp
89g• POOR CONDITION
9b�
8944-03-73
PLAN
SHEET
sT. cRax co.
PASS
JACOB' /
S LANE STA• 245+50.00
�\ EN0 CONSTRUCTION
�l x` xry
c��PQVG� \ \�� �♦ �Q1(�V2;'
�♦ BEGIN TAPER
STA. 249+12.0, 11' LT
S
3 8 \ 9x \
+ 496 \ �
68.66•
150'
i
STA. 60+54, 19' LT
�� 45' - 18" CMP
Sam pro NEW 45' - 18" CMP.(BY OTHERS) j
68,24 x
O v�
68.21' bx p\ 04, tiP BEGIN TAPER
54+92,65 gypx i STA. 59+88.4, 22' LT
ev
48.21' �P JJ2� END TAPER
`J �P �v STA. 60+54.3, 18' LTi a pj
STA. 54+45, 36' LT
404 - 18" CMP
NEW 130' - 18" RCP (BY OTHERS)
STA. 63+75; 20' LT
CMP
NEW 26' - 18" CMP (BY OTHERS)
66'
x —
i
BEGIN TAPER,o R/W -
--STA. 52+76.6, 18' LT � ��
------ ------------------ -
- 00--------53+DO-------3S+II6 - kq\� `$ 5+00 3S+DlT-------37+00'------38�00-^--GitO@-------�2---
f-------G-7.N-Ull------------- +------------ C.T.H. lls1-------------------------_---------_
--------------- 4 y �- - --- --
BEG
TAPER
STA!N52+63.8, 18' RT 0 5 9g \\ j / S9x ri R/W STA, 65+8�4 —
C7 1 _ 3 40 179'39'0"
END TAPER -- �' I . S 84 STA. 65+83, 25' RT AGGR. P.E.
— S6 S9 END TAPER
STA. 53+25,3, 22' RT R/W STA. 54+92 I 'Q68 S9 STA. 59+92.7, 18' RT NEW 45' - 18" CMP (BY OTHERS)
AGGR. P.E. N S9x
S8 90 sg¢�
STA. 54+92, 33' RT o 1 %9 06B ;
20' - 18" CMP CROSBY LANE STA. 10+25,00 u I I BEGIN TAPER NET LENGTH OF CENTERLINE STA. 37+00,00 TO STA. 67+50000 3050.001 UN. FT,
NEW 20' - 18" CMP (BY OTHERS) END CONSTRUCTION I ; STA. 10+75.9, 12' RT
R/W
STA, 60+54 60"
81T, P,E.
�'CP' JJSTA. 61+91
Q\ 1 • AGGR. P.E, i STA. 63+75
1 BIT. P.E.
3
0
W
3
0
i
0
a
I
/..
....
STA. 69+22
AGGR. P.E.'
1 � i
i
' '
R/W
----------------_---------
----
- — — — 68+QO 69+00 70+00
CTH UU
.,. _,
X`�� �,'� SAGCR.3P E4 1q ��/ G) I � 4552 00 � o ^ STA. 81+06 �---
66' 1, ,5a.-----_-, J xgls 11 I �S�g35— n m oo M � � oo � AGGR. P.E. � .� � o � o °n'
0 8 p n __ m N -- M ----- � of � ,' + o � r°Di / "� ,,�
— -,`-- o::-.-]:. n N � R W m
T �. —
� — — — — — — --------------------------- OL—_
--71+00------- 72+0(5-------7S+III---- T4�00-----� 7' 0 �5+D0-------TTf00-------�S+OII-------�9+UQ-=------------------------{"a�-� ��-----------------------------------
80+00--------8rf00--------g2+00'-------g3-.pp0'
1
8944-03- 73
PLAN
N�
ST. CROIX CO.
��
`\
I -; r, i. G ; G � TA. 74+92, 28' LT -'--•--_-..
1 - -`'�" �4' - 18" CMP -
GOOD CONDITION - ,y�
L•_I._. ---.7 ��.
BEGIN TAPER
STA. 12+43.1, 15' LT
y
�q,P C?�, END TAPER / /
Shy y STA. 12+73.1, 12' LT � / �,
BEGIN TAPER �q,GL � / �j /
STA. 72+50.0, 18' LT F SST9 k / �
- --- �T.H:-W--------------------- -- __._
— � 6� � u 04XA 6�—
x`o� o, � BEGIN TAPER 35 j
11 �10 STA. 72+50.0, 18' RT �k �,
'BEGIN TAPER
STA:"'76+72.3, 22' lT
'�� �� END TAPER
STA. 77+22.3, 18' ILT
Q1
n
0
�
°°
+
°°
M
M�
O
STA. 74+90, 48' RT J 66
35' - 18" CMP
FAIR CONDITION
LARSEN LANE STA. 10+25.00
END CONSTRUCTION
N
n
. �
N O ��-
+ m /-".
� � ��
— m R/w__--- ---- �---
\ 7J
Xs.
6�
2
�� �
. 1hX. Q�1
h i ��
LARSEN LANE ��S7A. 13+ 4:Od
ENO CONSTRUCTION �;� ��
BEGIN TAPER
STA. 76+72.3, 22' LT
PI STA. 74+93.57, 0.00'
C.T.H. UU
END TAPER
STA. 77+22.3, 18' LT
�------------------------, T U
--_--------._H.U----------------------------------------
� ��,-------------------------,�__-------------------- i w -------------------------------------------------------------------------------
-------------------------
178 6j USX R/W � � .., o - �_ �— �— — �
1 Z Js ?)/ I 1" + o R/W ,� ,o o N
� - � � q9" S END TAPER � I � � n ,� � � „'�'� n
STA. 76+84.7, 18' RT + �
� I w I STA. 77+97 m M
� � ': BIT. P.E. n u'
I ! � I STA. 77+97, 48' RT
I I � 27' - 18" CMP
�� GOOD CONDITION
I I BEGIN TAPER
STA. 10+74.2, 12' RT
0
� ENO TAPER
Ip I STA. 11+04.2, 15' RT
,..:.
_.
—=-_ —� STA. 85+35 STA. 92+34 C.T.H. UU STA. 97+78.18
NEW 82' - 42" CMP (BY OTHERS) NEW 92' - 42" CMP (BY OTHERS) END PROJECT
----------------
- ---------------
"'85+D0"---- 87+00------==gg+-QO-------�ff+-00'-------�0+0(T-------=g1�U0______-�7+�0'==:_____9S+OtT=_______---------------------------- _ - --"
_ _ _
+�0--------95+b0------86t-�Zf-----'- 97+00
-------------C.T.H. UU-------------
_________________________
i-------------------__-= ='--_ �------ �---=----_--__---------------- C.T.H. UU
ovi oo . R/W -,o iv o � uoi M o+ v \� I oo v oo `°o STA. 95+48 e°' �
� "� + o � n � ._ + m ,.� STA. 91+47 + „� R/W + A•
a 'n + a; o a �` a °D 81T. P.E. rn n ,� r` o � < M BIT. P.E. Xh ,� \
� �n ,* ao BEGIN TAPER n o N a, �6 -y
CO STA. 88+50.0, 18' RT
BEGIN TAPER
STA. 93+50.0, 18' RT 6k0 9�
9 99
j
I � I
i
-,I � � -.i � •� -1- •--• � NET LENGTH OF CENTERLINE STA. 67+50.00 TO STA. \97+78.18 i 3028.18 UN) FT.
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