HomeMy WebLinkAbout1999 b.pdfINDEX OF SHEETS STATE PROJECT FEDERAL PROJECT
0 �T
STATE OF WISCONSRO,
IN
SHEET NO I
SHEET NO,
TITLE
TYPICAL SECTIONS AND DETAILS
DEPARTMENT
7903-07-71
OF TRANSPORTATION
SHEET Na,
ESTIMATE Or OUANTINES
SHEET NO.
SHEET N.
MISCELLANEOUS QUANTITIES
RIGHT OF WAY PLAT
PLAN OF
PROPOSED IMPROVEMENT
SHEET Na.
SHEET NO.
PLAN AND PROFILE
SIANDARD DETAIL DRAWINGS
SPRING VALLEY WOODVILLE
ROAD
SHEET NO.
SIGN PLATES
SHEET NO.
STRUCTURE PLANS
CTH 'N' — 1-94
SHEET NO.
SHEET NO.
COMPUTER EARTWORK DATA
CROSS SECTIONS
C.T.H. "B'"
�1' r
TOTAL SHEETS
ST.
ROI
CX COUNTY
81999 Lij
STATE PROJECT NUMBER
I
70 nZ — rN7 —7 1
- - I - . I
m
A-D,T,
A.D.T.
D.H.V,
D.
IL
V.
m
COUNi
CORP(
PROPE
LOT L
TEMP.
EXISPI
NEW f
REFER
SLOPE
ORIGINAL GROUND
MARSH OR ROCK PROFILE
CULVERT' IN PLACE
CULVERT REQUIRED
CULVERT IN PLACE (PROFU)
CULVERT REQUIRED (PROFILE) 0
TELEPHONE POLE
LIGHT POLE
RAILROADS
MARSH
WOODED AREA
LAYOUT
0 1 MILE 2 IYLE
SCALE L—,1 „__a
--mamKovillow—
TOTAL NET LENGTH OF CENTERUNE = 1.862 MILES
COORDINATES SHOWN ON THIS
PLAN ARE REFERENCED TO THE
WISCONSINS COORDINATE SYSTEM,
CENTRAL ZONE
m
�LAN PREPARED BY:
Ar
0Tj'
BALSAVICH
E-30051
RICE LAREA
liffff-41111imm
PREPARED BY
C'Ec.
C.E.C.
S't';d Nrp';'v
C.O. E�7"
APPROVED FOR DISTRICT OFFICE
CATS:__
AUTHORIZEDFOR CENTRAL. OFFICE DESIGN
DO
STATE PPGJECT "DER
on
CP
m
t1
tf]
cs
fTi
CC5
ni
s�-
V ARt�s
TRAVELED WAY
II`6"-
-SIOPE VARIES SLOPE VARIES ---m,
C N NRiEs
BOF
;BED AGGREGATE CRUSHED A REGATE EXSISRWG ASPHALTIC
COURSE SHOULDERS BASE COURSE CONCRETE PAVEMENT
TYPICAL SECTION (EXISTIN
STA. 103+00 TO STA. 202+37.87#
GENERAL NOTES
T14RU ALL PRIVATE ENTRANCES THE EDGE OF THE ASPHALT SURFACE
SHALL BE EXTENDED 1 1/2'.
St pp THE LOCATIONS OF EXISTING AND PROPOSED UTILITY
P INSTALLATIONS AS SHOWN ON THE PLANS ARE APPROXIMATE. THERE
MAY BE OTHER UTILITY INSTALLATIONS WITHIN THE PROJECT AREA
THAT ARE NOT SHOWN.
TRAVELED WAY
Cam` 47. ...---27 27 — 47-...e2
I
I -Z-ASPHALTIC CONCRETE
EXISTING ASPHALT PAVEMENT & PAVEMENT TYPE MY
BASE COURSE TO BE PULVERIZED
AND RELAID AS BASE COURSE
TYPICAL EINISHEt SECT10N
STA, 103+00 TO STA, 202+37.87t
i?ETAIL�O
SUMMARY
OF MISCF'
I ANF(�t I� OUANTIIIE�
CRUSHED AGGREGATE
EASE COURSE
CONSTRUCTION STAKING
STATION Tp STATION
LOCATION
CY
STATION TO STATION LOCATION L.S.
103+00 202+38
RT 6 LTSHDR.
1564
RE 'S b SIDE ROADS
UNDISTRIBUTED
136
103+00 202+38 MAINLINE I
---
PROJECT TOTAL I
TOTAL
1700
PULVERIZING AND RELAY EXISTING EASE AND SURFACE
STATION TO STATION LOCATION S.Y.
103+00 202+39 CENTERLINE 24300
STATION TO STATION LOCATION TONS
103+00 202+39 MAIN LINE 4700
P.E,'S L SIDE ROADS UNDISTRIBUTED ZOO-
T'OTAL. 4900
STATION _ TO STATION LOCATION TONS
d03+00 202-38 MAIN LINE 282
P.E'S S SIDE ROADS
UNDISTRIBUTED8_
TOTAL 300
STATION TO STATION LOCATION L.F.
DOUBLE YELLOW
103+00 113+00 MAINLINE 2000
157+00 160+00 60D
200+00 202+38 476
SINGLE YELLOW
113+00 123+00 MAINLINE 1000
123+00 129+00 600
147+00 138-00 700
157+00 loco
160+00 C71+00 1100
193+00 200+00 700
DASH YELLOW
I13+00 123+00 MAINLINE 250
123+00 131-00 200
131+00 147+OD 400
147+00 157+00 250
160+00 193+)0 625
193+00 200+00 175
WHITE EDGE LINE
103+00 202-38 MAINLINE 19976
TOTAL 30152
TRAFFIC CONTROL
STATION TO STATION LOCATION L.S.
103+00 202+38 MAINLINE I
PROJECT TOTAL.
NMEN THE QUANTITY OF THE ITEM OF BASE OR SURFACE COURSE
IS MEASURED FOR PAYMENT BY TON, THE DEPTH OR THICKNESS
WLL DEPEND ON THE DISTRIBUTION OF THE MATERIAL AS DIRECTED BY
THE ENGINEER.
'RIGHT OF WAY' AS SHOWN WAS OBTAINED FROM THE St CROIX COUNTY PROJECT'
PLAN NO. 7903-6-70&71 AND THE IRS. DEPT. OF TRANS. PLAN I-94-1(2)0,
R/W MONUMENTS INDICATED ON THE PLAN SHEETS WERE VERIFIED IN THE FIELD,
ALL INTERSECTIONS TO BE PAVED AS DIRECTED BY ENGINEER
1 7903--07-71 1 2 1
•
ASPH
ASPHALTIC
REM
REMOVE
BM
BENCHMARK
REOD
REOUIRED
A
CENTRAL ANGLE
RDWY
ROADWAY
Q, CA
CENTERLINE
RL. RA
REFERENCE LINE
CTH
COUNTY TRUNK HIGHWAY
ITT
RIGHT
CP
CULVERT PIPE
R/W
RIGHT-OF-WAY
CY
CUBIC YARD
S
SOUTH
DWY
DRIVEWAY
SDD
STANDARD DETAIL DRAWING
ELEV, EL
ELEVATION
SHLDR
SHOULDER
BLED
ELECTRICAL
SPECS
SPECIFICATIONS
EXC
EXCAVATION
STH
STATE. TRUNK HIGHWAY
EXIST
EXISTING
ST
STREET
E
EAST
STA
STATION
FE
FIELD ENTRANCE
TEL
TELEPHONE
FL, FA
FLOW LINE
TEMP
TEMPORARY
FT
FOOT
EYE
TYPICAL
HWY
HIGHWAY
UNCL
UNCLASSIFIED
ENV
INVERT
USK
UNITED STATES HIGHWAY
tP
IRON PIN OR PIPE
UC
UNDERGROUND
LF
UNEAR FOOT
V
DESIGN SPEED
N
NORTH
VAR
VARIABLE
PAVT
PAVEMENT
VERT
VERTICAL
W
WEST
PE
PRIVATE ENTRANCE
YD
YARD
PI
POINT OF INTERSECTION
PL
PROPERTY LINE
PP
POWER POLE
PROP
PROPOSED
R
RANGE , RADIUS
RCCP
REINFORCED CONCRETE
CULVERT PIPE
RD
ROAD
REBAR
REINFORCEMENT BAR
UEUTY QWNERS
ELECTRIC
TELEPHONE
FIRER OPTIfE
ST. CROIX ELECTRIC
BALDWIN TELECOM, INC.
AMERITECH
ATTN.: LARRY GILBERTSON ATTN.: KEN CARLSRUD
ATM.: CHICK LEVERENTZ
OR MIKE BUCKLE
930 MAPLE ST. P O BOX 420
304 SOUTH DEWEY ST.
1925 RIDEWAY ST.
BALOWN. WS 54002
4TH FLOOR ENGINEERING
P 0 BOX 30
TEL: 715-684-3346
EAU CLAIRE, Al 54701
HAMMOND, W 54015
TEL..:. 715-839 -5807
TEL.: 800-924-3407
ELLQOXE
LOCAL IXTTq ALE,
RIP IN
COMMISSIONER
NORTHERN SLATES POWER
W.LUAMS ENERGY SERVICES
ATTIC: LIZ BABCOCK
ATTN.: VICKI BREAULT
DANIEL J. FEDp. .Y
REAL ESTATE SERVICE
1201 LIVNGSTOY RD,
1150 DAYS ST.
2728 PAPTO!d RD.
HUDSp^d, Al 54018
HAMMOND, W54015
ROSE`ALLE, MN 55113
TEL.,, 715-386-4819
TEL 715-796-2227
TEL: (651) 635-4273
DIGGERS' HOTLINE-
2040 W. WISCONSIN AVE.
SUITE 10
MILWAUKEE, WI 53233
TEL.: 800-242-8511
m
CATMT 21J:1 - ntaG
10
F.E.
P.E.
:::21ZoF'
HALF PLAN VIEW TYPICAL
PRIVATE ENTRANCE I
(P.E.) UJ
It ROAD
/— EDGE OF PAVEMENT
\-30' NOR.
-SAW CUT (NOTE 2)
(BY OTHERS)
— 12, — 175,
3� 1 SIDE SLOPE TYPICAL
HALF PLAN VIEW
COMMERICAL ENTRANCE
(CZ)
ASPHALT PAVEMENT
(CRUSHED AGGREGATE SHOULDERS)
NOTE:
1 - ASPHALT P.E.
2 - THE EXACT DISTANCE SHALL BE DETERMINED
IN THE FIELD BY THE PROJECT ENGINEER
A
a
Un
x SD
EDGE LINE MARKING
- - - - - - - - - - -
THRO" HAGHWAY
LESS THAN IV_
END MARKING WHERE CORNER RADIUS BEGINS
AF-
NOTES
EDGE LINES SHALL BE BATTED THROUGH N7ERSECTONS, EDGE LINES SMALL BE CONTINUED
THROUGH DRIVEWAYS.
WHEN DISTANCE -A-* LESS THAN 250 FEET, OMIT LANE LINE.
WHEN D(STANCF 'B" 6 LESS THAN *0 FEET, OMIT CHANNELIZING LANE LINE,
ALTERNATIVE MARI(ING, SHALL BE PROVIDED WHEN SPECIFIED IN THE CONTRACT.
TYPICAL SITUATIONS WHERE THIS MARKING MAY BE REOLARED ARE WHERE THE
INTERSECTION FS ON A SHARP HORIZONTAL CURVE OR CREST VERTICAL CURVE IN AN
UNLIGHTED AMA SUCH THAT TIC EDGE LINE WAY BE MTSLEADING TO THE WOTMST OR
DISAPPEAR FROM SIGHT.
LOCATE THE EDGE LINE ALONG THE TAPER WHERE 'W` IS Xr OR MORE.
CENTER LINE MARKING
—EDGE LINE MARKING
--------------------------
EDGE LIE HARING EXTEFOED -
-- - - - - - - - - - - - - - - - - - - - -
WHERE 'W7 IS LESS THAN Xr
END MARKING WHERE CURB BEGiNS-7
MINOR INTERSECTION WITH CURBS
(TYPICAL MARKING)
END WARK04C AT PX,
®R END OF CURB & GUTTER
@2
CHANNELIZINC
LANE LINE
9- (WHITE;
RIGHT TURN LANE
LAW LINE C=4>
4' RRfTEI EDGE LK
HXHITEI
z
-A'
MAJOR INTERSECTIONS
(INTERSECTION WITH FULL RIGHT TURN LANE OR BYPASS LANES)
Rm
m
SOD 15 C 8-?o IS REDUTIED WHEN TWS DRAWING
MINOR INTERSECTION WITH CURBS IS CALLED FOR IN TIE PLANS.
®(FOR SPECIAL CONDITIONS AS SPECIFIED) PAVEMENT MARKING
(INTERSECTIONS)
STATE OF WISCONSIN
i
SHOULDER
EDGE Of TRAFFIC LANE
EDGE LIE MARKING (WRTE1 ----'
CENTER LIE.
FMARKING (YELL7=A
50' Q t/i 4��:
i.
{ Ir SSNG MARKINGNTER LINE OWI
------------
5•—T
EDGE LINE WARKM (WHITED
VM- +
pzxrwm
OF TRAFFIC LANE
EDGE LIE MARKING IYELLOWJ-
LANE LINE NOTE: ALWAYS LEFT OF CENTER LINE
MARKING TWRTU N THE DIRECTION OF TRAFFIC
CENTER LINE-
NOTE: ALL DIMENSIONS SAME AS TWO WAY TRAFFIC
•7dOki IW+II'i:002 ", r.1 ��tT�7�1fi
CENTER LW
MARKING IYELLOW}
NO-FASSWw MARKING
CENTERLINE (YELLOWI
S
E'1:i - c I
EDGE OF TRAFFIC LAW
LACE. LWE
EI
MARKINGePQNIT-.
1AcF.Affi r!'IT'.ifn F5T5Y31
H1.Y,Ar+.miCEi9i:;7fT1
OF TRAFFIC LAPS
NOTU ALWAYS LEFT OF CENTER LIE
IN THE DIRECTION OF TRA:
NOTE; ALL DIMENSIONS SAW[ AS TWO WAY TRAFFIC
W WAY TRAFFIC ONE WAY TRAFFIC
(SHOWSTEMPORARY (INTERMEDIATE) PAVEMENT MARKING
►' TEMPORARY CENTER LINE OR TEMPORARY
m
GENERAL. NOTES
DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM T® STANDARD
SPECIFICATIONS AND SPECIAL PROVISIONS.
�}I, HALF CYCLE LENGTHS (2yIP110TH 2'MPFMUM STRIPE LENGTHS SHALL BE PROVIDED ON
ROADWAYS TNCLUJING TEMPORARY TRAVELED WAYSIWITH REVERSE CURVATURE, CURVATURE
OF OVER 5 DEGREES OR WHEN DIRECTED BY THE ENGINEER TO MARK LNUSUAL ALIGNMENT
OF TIE TRAVELED WAY.
2 NO PASSING ZONE TEMPORARY PAVEMENT MARKING 6 REOURED TO BE PLACED. WHERE APPROPRIATE,
ALONG WITH CENTERLINE TEMPORARY PAVEMENT MARKING WHEN A SAME DAY PERMANENT PAVEMENT
MARKING ITEM 6 NCLLOED IN THE CONTRACT,
NOTE
ARROW SYMBOL t iSHOWS DIRECTION OF TRAVEL
SYMBOLS
WORK AREA
FLAGGER, EMITTED WITH STOP/SLAW
PADDLE FASTENED ON SUPPORT STAFF
(.
SIGN ON PORTABLE OR
SPERUANENT
SUPPORT
.TA TJitk
— — — — — — — — — — — —
F F F
�---500'(TYPICAL)--. SW (TYPICAL) I SW 2WT ----'1�--- D 3ar(Tva�eAL>
gW20-1
� W20^4 W20-7q
l`1
(T FOR A MOVING WORK OPERATXML
SOONG FOR BOTH DNECTMS SHALL BE REESTABLISHED
(AS SM.LTANEWSLY AS PRACTICAL)AT APPROXNATELY
3500 FOOT INTERVALS IN THE MOVING WORK OPERATION
OR AS DIRECTED BY THE ENGINEER.
Q SIGN NOT REOURED F FLAGGING OPERATION OCCURS I"THIN
A SIGNED ROAD WORK ZONE AREA,
(gpB[�E�yy�y USE OF THE `BE PREPARED TO STOP- SIGN IS OPTIONAL. WHEN USED, THIS SIGN SHALL
r rK6 AM1LU BE LOCATED BETWEEN THE W20-7o AND W20-4 SIGNS. A SOD^ TYPICAL SPACING SHALL BE
TO STq PROVIDED BETWEEN THE SIGNS.
W2O-Tb �
V
0!k LAtE ROAa
ROAo > ►o�
W20-7o W20-4 W20-[
TO 100'ITYPCALi 5M'k N. — S00'(TYPICALI 5O0'(TYPGALf
0
MASK ,
DETAILS OF TRAFFIC CONTROL DEVICES AND INSTALLATION NOT SHOWN ON THIS
DRAWING SHALL CONFORM TO THE PERTINENT REOUREIKNTS OF THE STANDARD
SPECIFICATIONS. THE SPECIAL PROVISI NS. AND THE MANUAL ON UNIFORM
TRAFFIC CONTROL. DEVICES..
THE EXACT NUMER, LDCATXN AND SPACING OF ALL SIGNS AND DEVICES
(AND THE LOCATION OF ALL FLAGGERSI SHALL BE ADJUSTED TO FIT FIELD
CONDITIONS AS DIRECTED BY THE ENCNEER.
THE FIRST ADVANCE WARNING SIGN SHOULD TYPICALLY BE LOCATED N ADVANCE
OF THE. ANTICIPATED TRAFFIC BACKUP OR OUELIE,
WHEN A SIDE ROAD OR RAMP INTERSECTS THE FACILITY ON WHICH THE
WDRK IS BEND PERFORWO, AJMT*NAL TRAFFIC CONTROLS SHALL BE
PROVIDED AS SPECIFIED IN THE PLANS AND/OR THE SPECIAL PROVISIONS
OR AS DIRECTED BY THE ENCHEER,
FLAGGERS SHALL BE IN SIGHT OF EACH OTHER DD N DIRECT
CONAILWATION AT ALL TOIES. THEY SHALL BE EOUPPED WITH
STOP/SLOW PADDLES FASTENED ON SUPPORT STAFFS. WHEN THE
FLAGGING OPERATION IS NOT N EFFECT, THE 'FLAGGER AHEAD•,
THE 'ROAD WORK. AHEAD- AND TIE ONE LANE ROAD AHEAD`
SIGNS SHALL BE COVERED OR REMOVED AND TIE HIGHWAY RESTORED
TO NORMAL. OPERATION,
ALL S06 ARE 48" X 4E' LNLESS OTHERWISE NOTED
m
w X 24"
E � o
VARIABLE INSTANCE- G20-2
CONTROLTRAFFIC i' LANE
CLOSURE (SUITABLE
MOVING OPERATIONS)
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
APPROVE%Dq,{...,.-H�?����%
1w 1 C
0
0
Cm
ff
m
ROAD ROAD ROD
WORK WORK WORK
T
1500 F 1 000 FT/ <SaaAFT
POST MOUNTED WARNING SIGN
NOTES. ALL SIGNS SHALL BE 48- X 48' UNLESS OTHERWISE NOTED.
- ADDITIONAL LOW SHOULDER SIGNS AT INTERMEDIATE LOCATIONS WITHIN
THE PROJECT LIMITS MAY BE REQUIRED BY THE PROJECT ENGINEER..ROAD
'WO` SIGNS ARE THE SAME AS 'V SIGNS EXCEPTIS WORK
THE BACKGROUND
ORANGE-
1500 F
I
L-
LL
ROAD
WORK ROAD
000 FT WORK
Wo '\AHEAD
CT N ....
- — -------- --- END
_RQAD WPRJK
G20-2A
42" X 24"
BEGIN PROJECT 7903-07-71
STA. 103+00
CTH
ROAD
MILES
ROAD WORK
1,9
1,9
C-20-2,
60' . 24*
LOW
SHOULDER
/ LOW �
SHOULDER
ROAD WORK
:XT 1,9 MILES
C-20-7
60' . 24'
ROAD
WORK
500 FT ROAD
WORK
1000 FT ROAD
WORK
1500 F
500 FT 500 FT
END
G20-2A
42" X 24"
END PROJECT 7903-07-71
MAINLINE
TYPICAL SIDE ROAD DETAIL
tO,
CAT. Na.2130 --I
NW CORNER OF SECTION 12
F T. 28 N., R . 16 W.
3/4* REBAR FOUND
N
4)9/ .5,
3/4- REBAR FOUND
84'?9'59*
58-96'
3/4- REBAR - FOUND I/
WEST OF C.I- CT.H. FIR* -Liz
j <oe
STA 19D+06,8.3 1.77PT
3/4� REBAR FOUND
3/4' REBAR - FOUND
EAST OF CA- C.T.H. 'S"
STA 163+72.70 0,71RT
IN 1/4 CORNER OF SECTION 12
T, 28 N, R. 16 W.
)UND
1/4' REa-R - FOUND
UND
3/4' X 24' PEW - SET
I' X 24* tRON PIPE - FOUND
IN 1/4 CORNER OF SECTION 13
T . 28 N., R. 16 W.
ALUMINUM CAPPED MONUMENT -
EAST OF C.L C.FIF '8'
STA 110+93.14 0.17RT
3/4* X 24' REBAR - SET
3/4- X 24- FEW - SET
X 74' REBAR - SET
I I \ 1105q `� i
86'IC)'25' E I' A 24' IRON PIPE - FOUND
FOUND J
NW CORNER OF SECTION 13
T. 28 N, R. 16 W.
3/4' REPAR - FOUND
FAST OF C,L C.TH. '8'
STA 137+37.48 25,3RT
03'21' E
1/2' NEW - FOUND
\t12- REBIR - FOUND
44*24'23' E
STATt PRVXCT �OER SHEET No,
CTH 'N'
7903-07-71
�Rl
NOTE; BLEND CRUSHED AGGREGATE SHOULDERING MATERIAL
AT ALL AGGREGATE PRIVATE ENTRANCES TO MATCH.
CTH 'B'
ST. CROIX 7CCOUNTY
BEGIN PROJECT 103-00
S� SAD CUT (B�' OTHERS)
El K CT- BiT AND MATCH EXISTING PAVEMENT REFERENCE LINE, ESTABLISHED APPROXIMATELY
ALONG CENTER OF TRAVELED WAY.
RN
LCTH'B'
UG POWER UG POWER
100-00
105-00
IT IN0.0000
Lei
a�
L
ALLIK KK GM CDR,
2-62'.60, CMP
1 25
/R
2-62'.6V CMP
-a
SET PK CL BCT
NOTE, DO NOT DISTURB
EXISTIN10-93J4G SECTION CORNER
(1
DOUBLE BARREL CULVERT
TO REMAIN
REFERENCE LINE, ESTABLISHED APPROXIMATELY
ALONG CENTER OF TRAVELED WAY.
tic,
+
IDO'
115-00
120a00
R/w
m
1
All
NE
m
STATE PFN)JE(j NUVCER
-v'EET .0.
7903-07-71
to
NOM BLEND CRUSHED AGGREGATE SHOULDERING MATERIAL
AT ALL AGGREGATE PRIVATE ENTRANCES TO MATCH,
CTH 'B'
ST.
CROIX
COUNTY
REFERENCE LINE, ESTABLISHED APPROXIMATELY
1-79'.24' CMP ALONG CENTER OF TRAVELED WAY,
TO REMAIN
1-67'.36- SHP
TO REMAIN
cl-
160' EY
125,
uT
R/W
SE7TPK CL SIT SIT
�;B� 99 9)
CTH 'B'
SET PK CL BIT
(137-00)
y
REFERENCE LINE, ESTABLISHED APPROXIMATELY en
ALONG CENTER OF TRAVELED WAY,
IDO' ry 160,
SET P< CL BIT SAW U
SAW U
< OTHERS> HE S
ATCH B", 7:2NY' O"T�VZ'Ell
150+00
m
I
41
R/W
3/4' REBAR-GOV. CDR.
NO f�Tmll
m
155-00
UI)
STATE PFQJECT N BNR
SHEET NO
7903— LF7--71
ti
NOTE: BLEND CRUSHED
AGGREGATE SHOULDERING
AT ALL AGGREGATE
PRIVATE ENFRAN�ES TO MATCH. JJJ
CTH 'B' ST. CROIX
COUNTY
3/4' REBAR-GOV. CGR.
sa
99
REFERENCE LINE, ESTABLISHED APPROXIMATELY
12
ALONG CENTER OF TRAVELED WAY.
96
NOTE DO NOT DISTURB
EXISTING SECTION CDR CR
too*
(163-72.70, 0.71' RT)
so,
R/v
SET PK CI_9H
u<
l
165-00
170<00
Pi
GIN UY
SAW CUT
(BY OTHERS) m R/W
AND MATCH 'a
lad
EXISTING PAVEMENT
z
a.
cn
EXISTING BRIDGE ------
1-65*.36 CMP
STRUCTURE
7
STA 187+9324
10 REMAIN
REFERENCE LINE, ESTABLISHED APPROXIMATELY
ALONG CENTER OF TRAVELED WAY
STA
186-65,22
too,
50th
AV (WEST) 110,
SAW CUT
UG FIBER OPTICS
s-- P< C��
BIT
(By OTHERS)
w AND MATCH
iCli
17 C04
R/V
t. EXISTING PAVEMENT
,E
175 -00
DOCTOR
f 185-00
Fr
1-53'.24* CMP
is
TO REMAIN
SAV 'uT
MATCH EXESUNG P.E.
MILL. EXISTING ASPHALT
FULL DEPTH ON STRUCTURE,
PLACE ASPHALT OVERLAY
FULL WIDTH ON DECK
m
m