HomeMy WebLinkAbout1997 95-N-1 .pdfINDEX
OF SHEETS
SHEET NOI
SHEET NO. 2
TITLE
TYPICAL SECTIONS AND DETAILS
SHEET NO
ESTIMATES OF QUANTITIES
SHEET NO.
MISCELLANEOUS QUANTITIES
SHEET NO
RIGHT-OF-WAY PLAT
SHEET NO
D PROFILE
STANDARD DETAIL DRAWNGS
SHEET NO.
SHEET NO
SIGN PLATES
SHEET N(.
STRUCTURE PLANS
COMPUTER EARTHWORKS DATA
SHEET NO
SHEET NO. 5-9
CROSS SEC71ONS
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A.D.T.
1995 =
A.D.T.
2015 =
DJ-cv,
2015
D.
TA% OF
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V.
ESAL.
it
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CONVENTIONAL SIGNS
COMBUSTIBLE FLUIDS
Ok
COUNTY LINE
(UNDER PRESSURE)
CORPORATE UNITS Z/ZZZZZZ/Z/Z4-
UNDER GROUND UTILITIES
GAS
— G
PROPERTY LINE
ELECTRIC
— E—
LOT LUNE
TELEPHONE
—T—
LIMITED HIGHWAY EASEMENT
SERVICE PEDESTAL
CABLE MARKER
EXISTING RIGHT OF WAY
11
POWER POLE
Ll
NEW RIGHT OF WAY
TELEPHONE
REFERENCE LINE
RAILROADS
H++++-H
SLOPE INTERCEPT
ORIGINAL GROUND PROFILE
MARSH
AREA
EXISTING ROADWAY OR PRIVATE ENT.
WOODED
RIGHT-OF-WAY
CULVERT IN PLACE
MARKERS
CULVERT REQUIRED chOVER
HEAD LINES
CULVERT REQUIRED PROFILE 0 0
FENCE LINE
STHH 65 - CTH J
MAJOR RECONSTRUCTION
ST CROIX COUNTY
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9 5!7-EN - �1
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65
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7252
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1
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34
[scam Mark
169.77
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53
7- Cube
so
on'
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n
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Fzk Aroold &
M,,aella L.Kk
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Sumner
re —
160
Marvin 1w
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as
158
IR nhe'loacr
160
arm
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&
Agronomic
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EmradU
Viola
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84 %0tEd
56
100
do M
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TOTAL NET LENGTH OF CENTERLINE = 0,417 HL
PROJECT NUMBER
95-N-1
CONSTRUCTION PROJECT NUMBER
;YEAR OF CONSTRUCTION
RivilamrUlfus
1 110
By
T-28-N sr. CRM COUNTY
11111111110
o
E
20' MIN CLEAR Zo"Il {
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FERTIUZE t SEED
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r DAVISR F
DANIEL J. FAR.DERLY.i i ♦.
ESTIMATE MATERIAL QUANTITIES
_®.._C.Y.
NET UNCLASSIFIED PILL REQUIRED
aLOG C.Y.
_GRANULAR SUBBASE
2175 C.Y.
CRUSHED AGG. BASE COURSE n
990 TN.
ASPHALT CONCRETE PAVEMENT
fi0D LF.
GUARDRAIL
CULVERT SCHEDULE
STA.
LOCATION
I LENGTHFSIZE
--END -SECTIONS
9I+38
26• LT.
36'X95,
2 REQ'D
12+52
26' LT.
30`Xi6
2 REQ'D
Y4+3
26' RT.
50'X2a•
2 RE •D
16+05
CL
54°%72-
2 REQ'D
16+78
CL
54'X77
2 REQ°D
25+56
26' RT.
26'X r
22 REQ°p
29+52
26" LT.
26WT
2 REQ'D
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GENERAL NOTES
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REFLECTOR SPACING
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W BEAM SPLICE ves* sP,c.z s
PLAN VIEW r•R _ys^s
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uu BEAM GUARD AT OSBSTACLES - TWO WAY TRAFFIC
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SECTION THRU W BEAM
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LOCATED ALONG A ROADWAY SHOULDER
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FRONT VIEW �(
REFLECTOR DETAIL AND TYPICAL INSTALLATION
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KA a P4' nd
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FRONT VIEW
BEAM SPLICING AND POST MOUNTING DETAIL
TYPICAL INSTALLATION OF STEEL PLATE BEAM GUARD
30+59 80' I.T.
N STA - 2�2&77 STA. 29+52 M SAW CUT MATi
E)aSnNG GRAD
E - !70"" REMOVE DOIVNG IEr CCMP I
377797." [REPt3ACE WTTH 28'X IT CMP
UnONS
NOTE: TEL PEDAT"TH END s ONS
cmc� TO BE RELOCATED
�16* - I mo
�rw sw—SE
ABANDONED WEH� 18IJ4
R - "M47 MARCELLk A.
PROPOSED L - W132 'L
353M LUFCK DaSTING
OPEN FIELD 33,RW
2M -T-PED
rt
-RED
PRESERVE TREES
45'RW NE —NE
ROPOSED
ARNOLD A. &
36'r,"l—FAW LUECK
STA. 25+56 RT.
REMOVE EXL'PING lar CMp OPEN FIELD
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REPLACE =Wn"H26'X lir CUP
g WITH END SECTIONS
m
am
SEA. C30+)F7JS6TC6L
RMOVE EWffHN524C C'UCREPA24=PUP
WITH END SEcnONS
INLET ELEV. 96140 (NORTH)
OUTLET ELEV. 962.go (SU�
)
END 45'RW 0 C/L TROUT BROOK
- 414W
K. 434.78
ME
ME
ME
i.
SCALE
0 50, 100, 15V
BENCHMARKS
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