HomeMy WebLinkAboutS 1550-00-80AND81 2002.pdfpw
•
Sheet No. I Tattle
Sheet 140.2,1-2.57Typical Sections Fro Details
Sheet NO.3.1-3^SEstimat4 of Quantities
Sheet No.3A-39 Miscellaneous Ouentities
Sheet No.,g4-+36Ri9ht Of Way Plat
Sheet No.S,�_5,jj Pion and Profile
Sheet NO-C4-`.38 Standard Detail Cravings
Sheet No. 7. 1-7, 11 Sign Plates
Sheet Na. 8, 1-8,f3 Structure Plans
Sheet No.9.1-9.3 ComputerEOrthWOrk Data
Sheet No.11.4-9.70 Crass Sections
DESIGN DESIGNATION
STH 35 8 64
MOTH AVE.
A.D.T. 1997
= I5.8SO
a 215
A.D.T. 2017
= 23,350
: 230
D.H.Y.
= 2.335
= 25
D.
= 50/50
= 50/50
T.
7:20%
=
DESIGN SPEED
- 70 MPH
= 40 MPH
ESALS
- N/A
= N/A
CORPORATE L• IS
PROPERTY LINE
LOT LIFE
-- —. — -.
L
LIMITED EASEMENT
_
EXISTPFC RIGHT OF WAY
®-
PROPOSED OR NEW R/W LIFE
SURVEY LIE
SLOPE MTERCEPT
ORFGMAL GRa1ND
MARSH OR ROLF PROFkE
_ a0TI
ITO Do f,01WO ,
a
MARSH AREA
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
PLAN OF PROPOSED w '...
EMENT
:fly !, ROAD
GRADING,
CROIX COUNTY
15 # i
BEGIN PROJECT
1550-00-8
1550-00-8
STA. 270.46.51
X• 1,255.485
Y= 463.827
COMBUSTIBLE FLUIDS
W9ERGROUND UTILITIES
GAS
— G —
ELECTRIC
— E — T
TELEPHONE OR TELEGRAPH
— T—
COMMUNICATIONS LIE
— C ---
SERVICE PEDESTAL
POWER POLE
TELEPHONE POLE
0
RAILROAD
SAKTARY SEWER
—SAH--..-®
STORM SERER
— SS— t..
WATER
EXISTING COLYERY
PROPOSED CoLVERT
ISO. or PIPeF
COLVERT tProfft Yiewt
FIE NAME : L;�micros4atimSR^oje:ASV56„SS500002SOi O102_Ti.tla•'i
PLOT DATE : 15-JAN2002 6T:15
HOULTON
NEW RICHMOND i
150TH AVENUE (PAVING)
.i
STATE PRO.ECT NtAEi[R
1550-00---81
R-19-W
R-19 W R-1B-W
LAYOUT
SCALE 0 1 A4,
TOTAL. NET LENGTH OF CENTERLkNE a L316 MA.
CRG RATE ; 2-09 99 lev
21
STATE OF
WISCONSIN
DEPARTMENT OF
TRANSPORTATION
PREPARED dY
SO, rFor ......_�.
CST.6
Deu@ _uC1tYT.
6. HWT 64
DnIlIct E..Iw „.____..
SCOTT IVES _
Dn',r:1 npa rites
DAN PENYXOYER
Pfei. Dee. EmImHr .�
G.D. EsnlrrA.fj�$-Iz"S`d'✓
APPROVED FOR
CODr'cmotes or INS PICn Are referenC'ea to the WiSCOnnn state FICh6 DATL'La !-- l
COCravnate EAST, IWSPCSI. NOrthl'CehtrO/Douth°Zane,
PLOT NAME,: O=ttt., Ordpn0+0r 01" 6 PLOT SCALE: 4CO.00000ML000000
LIST OF STANDARD ABBREVIATIONS
ABUT, ABUTMENT
AGG, AGGREGATE
AH. AHEAD
APPROX, APPROXIMATE STANDARD DETAIL DRAWINGS. ENGLISH
A,E.W, APRON ENOWALL
ASPH. ASPHALTIC
A.D.T. AVERAGE DAILY TRAFFIC 08A5-16b Inlet Covers Type 8, S-A, C, MS. US -A & WM
AZIMUTH
BACK OSCS-2 Inlets, Types 8. 9, 10, and 11
BEC. BEGIN
BENCH MARK OSD1-13 Concrete Curb, Concrete Curb end Gutter and Pavement Ties
Fulls' C/L CENTER LANE OBDZ-4 Concrete Surface Drains, Flume Type at Struotures
CONC. CONCRETE 08D4-3 Concrete Surface Drain & Asphaltic Flume Curb Ramps
CONST, CONSTRUCTION OSEB•2 Typical Installations of Erosion Boles
® CO, COUNTY
C.T.H. COUNTY TRUNK HIGHWAY OBE9-5 Slit Fence
XSEC. CROSS SECTION OBE10-i Inlet Protection Type A, 0 and C CR.
CPS CUBIC FEET/SECOND
Apron Endwalls for Culvert Pipe
C.Y.. CU. YD, CUBIC YARD O8F4-5 Joint Ties far Generate Pape
CULV. CULVERT .I
CP. CULVERT PINE 09AI-Ilo AS -Grose Side Road Intersections. Types "B1". '87", 'C` and D and Tee Intersection Bypass Lane,
is D.O.T. DEPARTMENT OF TRANSPORTATION
o DkLV, DESIGN HOUR VOLUME 12A2-3 Slope Paving -Structures (Crushed Aggregofe)
CIA. DIAMETER 12A3-T Name Plate -(Structures)
D. DIRECTIONAL DISTRIBUTION
6 DISCH. OR DIS. DISCHARGE E3A5.3a Asphaltic Shoulder Rumble Strip. Milling
EA. EACH 13A5-3b Asphaltic Shoulder Rumble Strip, Milling
C ELECT. ELECTRIC 13C1-10 Concrete Pavement Longitudinal Joints arvf Pavement Ties
EL.OR ELEV. ELEVATION
A EMS. EMBANKMENT 13CII-60 Rural Doweled Concrete Pavement
-r' E.B,S. EXCAVATION BELOW SUBGRADE 13CII-Gb Rural Doweled Concrete Pavement
EXIST. EXISTING 14BI5-4o Steel Plate Beam Guard, Class -A'.. Installation & Elements
FERL FERTILIZE
F.E. FIELD ENTRANCE 14B15-4b Steel Plate Beam Guard, Class ®A% Instaldotion & Elements
FN, FINISHED 14815-4c Steel Plot& Beam Guard, Class 'A', Post Mounting an Pier Footings and Culverts
FT. FOOT 14B16-3o Steel Plate Beam Guard, Class "A", End Treatment with Anchorage T
F.L. FLOW LINE 0 Type 2
GA. GAUGE 14816-3b Steel Plate Beam Guard, Class "A', End Treatment with Anchorage Type 2
HOMZ, HORIZONTAL 14818.4a Steel Plate Beam Guard, Close "A'. (at Bridges, Obstocles and Sdd&rood5A0rlveway3)
COT. HUNDREDWEIGHT 14818-4d Steel Plate Beam Guard, Class "A% Dullness InSIO1101dan at Median Piers and Sign Supports
NL. INLET
LOOP. LEFT EDGE OF PAVEMENT 14B20-50 Steel Thrle Beam Structure Approogn
LT. LEFT 14820-5b Steel 71hrie Ream Structure Approach, Connection to Squared End and Vertical Faced Parapets
L.M.F. LEFT-HAND FORWARD 14B24-3o Steel Plate Seam Guard Energy Absorbing Terminal
LN. LINEAR 14B24.3b Steel Plate Beam Guard Energy g Terminal Absorbing LIN. FT. LINEAR F00T
L.S. LUMP sum 14B24-3c Steel Plate Beam Guard Energy Absorbing Terminal
MAX. MAXIMUM ISA2-5 Delineator Posts. Delineator Bracket, and Delineators
ML MILE
MIS). MISCELLANEOUS 15A3-1 Marker Posts, Ftextod&. for Culvert End
N.E. NORTH EAST 15C2-3 Barricades and Signs for Road Closures
N.R. NORTH WEST 15C4-1 Traffic Control, Advance Warning Signs 45 M.P.H. or Greater Two -Way Undivided Rood Open to Traffic
PANT PAVEMENT 1SC6-4 Signing and Marking for Two Lane Bridges
P.C.PONT OF CURVATURE
Pi. PONT OF INTERSECTION 15C8.90 Pavement Marking (Moinlinei
P.T. PONT OF TANGENCY 15C8-9b Pavement Marking (Intersections!
LB.PJI.T POINT ON TANGENT 15C12-2 Traffic Control for Lane Closure ISuitoble for Moving Operations)
P,E. PRIVATE ENTRANCE
PROD, PROJECT
RRANGE
REOP. RIGHT EDGE OF PAVEMENT
REO'D REOUIRED
RT, RIGHT
R.H.F. RIGHT-HAND FORWARD
R6W RIGHT OF WAY
RD. ROAD
SHR. SHRINKAGE
SL, SLOPE
STD. STANDARD
S.D.P. STANDARD DETAIL DRAWNGS
S.T.H. STATE TRUNK HIGHWAY
STA. STATION
S.NP.A, STRUCTURAL PLATE PIPE ARCH
STRUCT. STRUCTURE
SURF. SURFACE
TEL, TELEPHONE
TN, TOWN
T. TRUCKS (PERCENT OF)
UNGL. UNCLASSIFIED
D WISCONSIN DNR - LIASON
U.G. VELOCITY
V. VELOCITY OR RESIGN SPEED
V.C. VERTICAL CURVE
ONR - WO
1300 WEST CLAIREMONT AVENUE 016"MRSINHOTIN
EAU CLAIRE, WI 54701 0101111
PHONE: (715) 839-1609 ATTNdROB STRAND Toll Free (800) 242-8511
.
Milwaukee Area (414) 259-1181
Hearing Impaired TDD (800) 542-2289
www.DiggersHotline.com
1. ELEVATIONS SHOWN ON THE PLAN ARE REFERENCED TO THE USC&GS DATUM,
2, NO TREES OR SHRUBS A!_ TO BE REMOVED WITHOUT APPROVAL OF THE ENGINEER.
3. DISTURBED AREAS WITHIN THE RIGHT-OF-WAY, EXCEPT THE AREAS WITHIN THE
FINISHED SHOULDER POINTS, SHALL BE TOPSOILED, SALVAGE TOPSOILED. FERTILIZED
SEEDED AND MULCHED AS DIRECTED BY THE ENGINEER.
4. BACKFILL FOR THE AREA BEHIND THE CURB AND GUTTER SHALL BE INCIDENTAL
5, THE LOCATION OF DRIVEWAYS WILL BE DETERMINED BY THE ENGINEER.
6. A VERTICAL SAWCUT SHALL BE MADE THROUGH EXISTING PAVEMENTS AT REMOVAL LIMITS
T. CONSTRUCTION PERMITS FOR DRIVEWAY CONSTRUCTION HAVE BEEN OBTAINED AND
SUCH RIGHTS WILL BE EXTENDED 70 THE CONTRACTOR.
S. THE LOCATIONS OF EXISTING AND PROPOSED UTILITY INSTALLATIONS AS SHOWN ON
THE PLANS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY INSTALLATIONS
WITHIN THE PROJECT AREA THAT ARE NOT SHOWN.
9, WHEN THE OUANITY OF THE ITEM OF THE BASE COURSE OR SURFACE COURSE IS
MEASURED BY THE TON, THE DEPTH OF THICKNESS OF THE COURSE SHOWN ON THE
PLAN IS APPROXIMATE AND THE ACTUAL THICKNESS WILL DEPEND ON THE
DISTRIBUTION OF THE MATERIAL AS DIRECTED BY THE ENGINEER.
10. EXCAVATION BELOW SUSCRADE (EBSi IS NOT USED TO BALANCE YARDAGE AND IS
NOT SHOWN ON THE CROSS•SECTIONS BUT IS MEASURED AND PAID FOR AS
COMMON EXCAVATION,
ld. 4-INCH ASPHALTIC CONCRETE PAVEMENT SHALL BE CONSTRUCTED IN 2 LAYERS,
2.0-INCH (UPPER) AND 2-INCH ILOWERI. THE AC SHALL BE PG 58-28. THE SHOULDER
E•0-3 MAY BE PLACED IN ONE 3' LAYER
12, TACK COAT HAS BEEN ESTIMATED AT AN APPLICATION RATE OF 0,025 GALLONS PER
` SOUARE YARD AND SHALL BE PLACED BETWEEN LAYERS CE ASPHALTIC PAVEMENT,
13. TEMPORARY EROSION CONTROLS SHALL BE IN PLACE PRIOR TO ANY GRUBBING OR
TOPSOIL STRIPPING OPERATIONS.
14„ REMOVAL OF GRAVEL DRIVEWAYS AND APRONS SHALL BE PAID FOR AS COMMON EXCAVATION.
15. ALL REINFORCED CONCRETE PIPE AND STORM SEWER PIPE SHALL HAVE THE END SECTION
TIED TOGETHER. THE TIE SHALL CONSIST OF A MINIMUM OF 12 FEET OF PIPE, THE
EXACT NUMBER OF TIES ARE. CONTAINED IN THE MISCELLANEOUS OUANTIES SHEETS.
16. SALVAGED TOPSOIL SHALL BE INSTALLED AT A DESIREABLE DEPTH OF 6-, AS ON TYPICAL
SECTIONS IF NECESSARY. SALVAGED TOPSOIL SHALL BE INSTALLED AT AN ABSOLUTE
MINIMUM DEPTH OF 4". EXCESS SALVAGED TOPSOIL MAY BE LEFT OUTSIDE OF 1:1 ROAD SLOPES
ST, CROIX ELECTRIC COOPERATIVE
1925 RIDGEWAYSTREET
HAMMOND, WI 54015
PHONE: 800-924-3407
CONTACT LARRY GILBERTSON
AMERITECH
304 SOUTH DEWEY STREET
EAU CLAIRE, WI 54701.
PHONE: 715-839-5565
CONTACT RICK PODOLAK
STATE PROJECT NO: 1550-00-80, 81 ' HWY: STH 35 164 ' COUNTY: ST. CROIX GENERAL NOTES, STANDARD DETAIL PIGS, STANDARDS ABBREVIATIONS, CITILITIES SHEET N0: 2 ' E
FRE MADE : LZIm,aiostoti4nfHi'OjPf tsf(1&. d5500092sp2PPgt_tr5.tl¢* NEV.UATE: 25-NAIL-2002 12:39 CHO DATE : 9-9-91 PLOT HAVE : 020Nlgn,i Ch-'Oro40r : OST.6 PLOT $CALE : 2.000060:10000M
U%MiO`Mfotm,cW 03-1u-2002
om
REMOVE OLD
ASPHALTIC PAVEMENT
OLD�ROAD,
AVE OV
OBLITERATE OLD
PROPOSED
ZCH STREET,,
LITERATE OLD ROAD
�OLD 156-TWAVE
CREATE'�CUL-DE-SAC
."REMOVE ACCESS
11-8. LANES
.B. LANES
FEET V)0 m
144E
STATE PROJECT NO: 1550-00-80, 81 HWY: STH 35 / STH 64 COUNTY: ST. CROIX PROJECT OVERVIEW SHEET NO: 2.2
06 J44-2002 15;23 CK ult Rol HlkE z m Tm 2.000000:1.000000 W201fCAMS 9G7 42
24TH STREET
i
,C.02
\-5" ASPHALTIC CONCRETE PAVEMENT
CRUSHED AGGREGATE BASE COURSEY
CRUSHED AGGREGATE BASE COURSE. SHOULDERS —
EXISTING TYPICAL SECTION
24TH -STREET
S7A 0a00 - STA 3.00 -/-
STH 35/64
1(Y
�00 4 1,0,02 3C 004
T
7 6.5' ASPHALTIC CONCRETE
PAVEMENT
10" CRUSHED AGGREGATE BASE
COURSE
3" ASPHALTS CONCRETE PAVEMENT
TYPE MV
'CRUSHED AGGREGATE BASE COURSE,SHOULOERS
CORE
STATION
- —
71175ET
ASPHALT
CONCRETE
ONCZ TE
NO.
Cffl
DEPTH
DEPTH
(inl
link
1
270-00
231RT
8.0
0
2
296.40
6VLl
6,4
0
3
22 80
86 L7
6.4
0
EXISTING TYPICAL SECTION
HWY 35/64
STA 270-46.51 STA 339.00
STATE PROJECT NO: 1550-00-80,81 HWY: STH 35 / 64
ISOTH AVE
Z
EXISTING TYPICAL SECTION
160TH AVE
(WEST OF HWY 35/64)
STA 6.50 - STA 16.41
15GTH AVE
c
�o 07 1 0.02
`— CRUSHED AGGREGATE BASE COURSE--/
EXISTING TYPICAL SECTION
23RD STREET
STA [0.00 - STA 11-00
1507H AVE
c
�o 02
VAR,
NAR. lip JIIHIU TYR
"R
5' ASPHALTIC CONCRETE PAVEMENT
CRUSHED AGGREGATE BASE COURSE
CRUSHED AGGREGATE BASE COURSE,
SHOULDERS
EXISTING TYPICAL SECTION
150TH AVE
(EAST OF HWY 35/64)
STA 1944 - STA 33.00
COUNTY: ST. CROIX 1EXISTING TYPICAL SECTIONS SHFET NO: _j E
L: NAU7w0t 1EXA3t*Oj� s\06-15500ID2%G20302- Us .TJT 06-W-202
T 7TV7T�1
4,1.
SALVAGED TOPSOIL
4:1 MAX IN CLEAR ZONE
SEE EROSION CONTROL FLAN FOR SEEDING,
FERTILIZING, MULCHING & EROSION MAT
R
3
4,
0
6*' SALVAGED TOPSOIL
4:1 MAX IN CLEAR ZONE
SEE EROSION CONTROL PLAN FOR SEEDING.
FERTILIZING. MULCHING & EROSION MAT
SIR 64
q
PRLI
CLEAR ZONE 30'
CLEAR ZONE 30"
12
12.0'
""0'
'J-O'—/—PROFILE
SE VAR,
MA
GRADE VAR
s I E gliS
(0,061/1 MAXI
SE VM
flmOEA MAU
OG/ MjU
fSE, VAR. UCG 6,
ULO . MAXI
6.5- ASPHALTIC CONCRETE —I
PAVEMENT TYPE E-10"
10" CRUSHED AGGREGATE BASE COURSE
CRUSHED AGGREGATE BASE COURSE, SHOULDERS
FINISHED TYPICAL SECTION
STH 35 / 64
STA 270+46.51 - STA 284+65.42
(SUPERELEVATED SECTION)
STH 64
q
PPLI AR CLEAR
CLEAR ZONE 30' r�—
4Z 1 0,021/1
'Y 6^5" ASPHALTIC CONCRETE
PAVEMENT TYPE E-10"
10' CRUSHED AGGREGATE BASE COURSE —
\—CRUSHED AGGREGATE BASE COURSE. SHOULDE
FINISHED TYPICAL SECTION
STH 35 / 64
STA 284+65.43 - STA 285+00
STH 64
9.
EGLI
—j I
20m�
THE 6.5- E-10 ASPHALTIC CONCRETE PAVEMENT
SHALL BE CONSTRUCTED OF TWO (21 LOWER
LAYERS TOTALLING 4.5' AND A 2" SURFACE LAYER,
@m
6* SALVAGED TOPSOIL--/
THE 6.5- E-10 ASPHALTIC CONCRETE PAVEMENT
SHALL BE CONSTRUCTED OF TWO (21 LOWER
LAYERS TOTALLING 4.5' AND A Z' SURFACE LAYER,
CLEAR ZONE 30°
12,0' - 24.0'
6 61 —PROFILE GRADE: —
0 �02Z 0 O.C2S 7—
J (1104,,
— 0, 04v.
6 SALVAGED TOPSOIL —
4:1 MAX IN CLEAR ZONE
"THE 6,5' E-10 ASPHALTIC CONCRETE PAVEMENT
SHALL BE CONSTRUCTED OF TWO t?) LOWER
LAYERS TOTALLING 4.5* AND A ?" SURFACE LAYER,
STATE PROJECT NO: 1550-00-80,81 I HWY: STH 35 / 64
6.5' ASPHALTIC CONCRETE
PAVEMENT TYPE E-io '
10' CRUSHED AGGREGATE 6' SALVAGED TOPSOIL. � --
BASE COURSE
CRUSHED AGGREGATE. BASE 12' AT STA, Z85-00:
COURSE. SHOULDERS 24' AT STA 289-78,24
FINISHED TYPICAL SECTION SEE EROSION CONTROL PLAN FOR SEEDING.
FERTILIZING, MULCHING & EROSION MAT
STH 35 / 64
(LANE DIVERGENCE AREA)
STA 285+00 STA 289+78.24
COUNTY: ST. CROIX FINISHED TYPICAL SECTIONS - STH 35 / 64
002 07,46 AN DATE HOT {B Alm
ISHEET NO: E
STH 64
W.8, PROFILE GRADE STH 64 E.B. q
kSAME AS E.B. PROFILE GFACEt N.B. q FRLI E.B. PROFILE GRADE
30,0' MINIMUM CLEAR ZONE VAR. Q).O' TO 54,0-1
V CLEAR ZONE
3 0' 2.0'
2.0' VAR, 1 3�01
IZ.0
VAR, 717� —
R � (0�0'-13,3�
0.04Z 0 0214 SUBGRADE SHOULDER BY
o 0 4% O.02UT
Sl SHOWN ON CROSS SECTIONS
G:z I 4k,
6. SALVAGED TOPSOIL -6.5' ASPHALTIC CONCRETE SUBGRACE SHOULDER BY 6.5' ASPHALTIC CONCRETE J
PAVEMENT TYPE E-10- SHOWN ON CROSS SECTIONS PAVEMENT TYPE E-10"
ID' CRUSHED AGGREGATE
BASE COURSE 10' CRUSHED AGGREGATE
• THE 6.5" E-10 ASPHALTIC CONCRETE PAVEMENT BASE COURSE 6" SALVAGED TOP OIL
SHALL BE CONSTRUCTED OF TWO (Z) LONER 3' ASPHALTIC CONCRETE 77�
3- ASPHALTIC CO LAYERS TOTALLING 4,5® AND A 2® SURFACE LAYER, PAVEMENT TYPE E-0,3 NCRETE
(SHOULDER TYR) PAVEMENT TYPE E-0.3
(SHOUL DER TYPI SEE EROSION CONTROL PLAN FOR SEEDING,
FINISHED TYPICAL SECTION FERTILIZING. MULCHING & EROSION MAT
SEE EROSION CONTROL PLAN FOR SEEDING" STH 35 / 64
FERTILIZING, MULCHING A EROSION MAT
(LANE DIVERGENCE AREA)
STA 289+78,24 - STA 299+00
STH 64
W,B, PROFILE GRADE STH 64 E.B. q
(SANE AS E.B. PROFILE GRADE) PPLI
30.0' MINIMUM CLEAR ZONE VAR. (0.0' TO 54.0'1 E,B. PROFILE GRADE
,O* MINIMUM CLEAR ZONE
2,0' 3.01
3,0'
3,0, 3.0•
2.0' — VAR^ 12.0 —
rMT77TD,-z, 6.0- (0-0-14^0' i 7.7° VAR, VAR, 7.7' 12.01 1410'
0.0414 0 0 0.04% 4z 0.02%
4 F, 1
0�00 02Z 0.04V� SUBCRADE SHOULDER PT
Go Sl Y) SHOWN ON CROSS SECTIONS
S'l N
6"1
6" SALVAGED TOPSOIL 6.5* ASPHALTIC CONCRETE SUEGRADE SHOULDER PT 9- CONCRETE PAVEMENT
PAVEMENT TYPE E-10* SHOWN ON CROSS SECTIONS (DOWELED & TINED)
AGGREGATE 'u
4:2
10" CRUSHED AGGREGATE 6' OR
USHEDBASE COURSE 1 41
•
'THE 6,5" E-10 ASPHALTIC CONCRETE PAVEMENT BASE COURSE 3' ASPHALTIC CONCRETE 12, BREAKER RUN STONE
SHALL BE CONSTRUCTED OF TWO (2) LOWER PAVEMENT TYPE E-0,3
SURFACE LAYER. PAVEMENT TYPE E-0,3 fSHOULDERS TYPE
LAYERS TOTALLING 4,5' AND A 2' 3' ASPHALTIC CONCRETE 6' SALVAGED TOPSOIL
(SHOULDER TYP� GEOCRID TO BE PLACED
UNDERNEATH BREAKER RUN
FINISHED TYPICAL SECTION SEE CONSTRUCTION DETAIL
FOR INSTALLATION ETYPf
SEE EROSION CONTROL PLAN FOR SEEDING, STH 35 / 64
FERTILIZING, MULCHING A EROSION MAT (LANE DIVERGENCE AREAI
STA 299+00 - STA 303-50 SEE EROSION CONTROL PLAN FOR SEEDING,
FERTILIZING, MULCHING A EROSION MAT
STATE PROJECT NO: 1550-00-80,81 HWY: STH 35 / 64 COUNTY: ST. CROIX ----
SHEET NO: 2-S E
FINISHED TYPICAL SECTIONS - STH 35 / 64
NU 4
-L-- NEWTICAM WET a
11
I L:\m,mOstaticnV9"oaects\C%.-Is .,Kr 25-MM-20OZ
SUBGRADE SHOULDER PT —
SHOWN ON CROSS SECTIONS
SEE EROSION CONTROL PLAN FOR SEEDING,
FERTILIZING" MULCHING A EROSION MAT
STATE PROJECT NO: 1550 -00-80, 81
Hk kw : I,,: kAi ClO5404 t[1Fl4PPajec45ta6..1SSO�O(
N.B. PROFILE GRADE
30,0' MINIMUM CLEAR ZONE
2,0^
lx.o`
6.0
0,04'!, 0102X
STH 64 SIR 64
A.B. R. E.B. g
PRL 1
54.0" E.B. PROFILE GRADE
--- 30.0° MINI NLnI CLEAR ZONE
3.0` 3.a'
7"7" 13.3' 13.3�
7 "A'
0.02'!. 0,04°f, 0 041, 0 OT! 0 O2! 0_,., `4!
6 R 6 3 rw- 6"I fSHOWNGRON CRSSULSECTIONS
�4" CONCRETE PAVEMENT
/( (DOWELED 6 TINED)
6^ CRUSHED AGGREGATE
BASE COURSE
12" BREAKER RUN STONE
3" ASPHALTIC CONCRETE
PAVEMENT TYPE E-0.3
•GEOGRIQ TO BE PLACED (SHOULDERS TYP1
UNDERNEATH BREAKER RUN
SEE CONSTRUCTION DETAIL.
FOR INSTALLATION ITYP1
HWY: STH 35 / 64
RR laR:
SUSCRADE SHOULDER PT N
SHOWN ON CROSS SECTIONS
■ TYPICAL ` ICI I SECTION
STA i !
COUNTY: ST. CROIX
CPZ 12:34 ac nau;
( 9" CONCRETE PAVEMENT--J f
!( (DOWELED 6 TINEDt _f`/
6` CRUSHED AGGREGATE
BASE COURSE
+ 12- BREAKER RUN STONE-
3" ASPHALTIC CONCRETE
PAVEMENT TYPE E"0.3
(SHOULDERS TYR) • GEDGRID TO BE PLACED
UNDERNEATH BREAKER RUN
SEE CONSTRUCTION DETAIL,
FOR INSTALLATION (TYP7
6- SALVAGED TOPSOIL--/
SEE EROSION CONTROL PLAN FOR SEEDING,
FERTILIZING. MULCHING & EROSION MAT
FINISHED TYPICAL SECTIONS - STH 35 t 64 I SHEET NO: I E
not wc:crxx.ry �,vuA: nn x•e: ZR.000OCP:i.OQ4000 WiWYRieP157{LY 4,®
f
W.B. PROFILE GRADE MATCHES
E.B. PROFILE GRADE TO
SPA, 310-15,77.46
W.B. PROFILE GRADE
30,0' MINIMUM CLEAR ZONE
2.OE
STH 64
W.B. F
6.0°
0 A4Z _D.02% 0, CIA_ 0,
�9'
CONCRETE PAVEMENT
!DOWELED & TINED) \`
SUBGRADE SHOULDER PT
SHOWN ON CROSS SECTIONS
6`
CRUSHED AGGREGATE
BASE COURSE
12' BREAKER
RUN STONE a
.
3^ ASPHALTIC CONCRETE
GEOGRID TO
BE PLACED
PAVEMENT TYPE E-0.3
UNDERNEATH
BREAKER RUN
V HOULDERS TYPP
SEE CONSTRUCTION
DETAIL
FOR INSTALLATION
(TYP)
P° SEE EROSION CONTROL PLAN FOR SEEDING.
FERTILIZING, MULCHING &
EROSION MAT
STH 64
W.B. £
W.B. PROFILE GRADE
30.0' MINIMUM CLEAR ZONE
. _... _ L:�sAo'asfaP islNraieots_tS500W2�OT9305-ts.� 25-4AR-2W2
STH 64
E.B. V
PRL1
E.B, PROFILE GRADE
VAR, 554.0` - 62,7`1
30,0' MINIMUM CLEAR ZONE
3,0' 2.0'
3.0'
12�P' I4 .0" 2.0'
Y .7° VAR. VAR. 7.7" 6.0"
Q 0.0' MINI Q10 .0' MINI 7.4'
0,04'f. 0.02% 0.02% G.0`4% SUBGRADE SHOULDER PT
6'1 61 6:2 SHOWN ON CROSS SECTIONS
6 • S ly4XI 6.1 t110.%ry 6.I
9' CONCRETE PAVEMENT
(DOWELED & TINED)
SUBGRADE SHOULDER P'T"'-'�
SHOWN ON CROSS SECTIONS 6' CRUSHED AGGREGATE
BASE COURSE
3- ASPHALTIC CONCRETE+ 12' BREAKER RUN STONE
~"'XACF7`filCr
PAVEMENT TYPE E-0.3 + GEOGRID TO BE PLACED 6` SALVAGED TOPSOIL
MHOULDERS TYR) UNDERNEATH BREAKER RUN
SEE CONSTRUCTION DETAIL
FOR INSTALLATION (TYP)
FINISHED TYPICAL SECTION
S T H 3 rJ % 6 4 SEE EROSION CONTROL_ PLAN FOR SEEDING.
FERTILIZING, MULCHING & EROSION MAT
STA 310+38.54 - STA 317+96.80
7.7'
SE VAR SE VAR
0,04''4 401033% MAX) 40.033% MAX) SE VAR
-VA
6
't
V6'
9" CONCRETE PAVEMENT
(DOWELED & TINED)
SUBGRADE SHOULPTSHOWN ON CROSS SECTR IONS CRUSHED AGGREGATE
BASE COURSE
12' BREAKER RUN STONE
•GEOGRYD TO BE PLACED 3- ASPHALTIC CONCRETI
PAVEMENT TYPE E-0,3
UNDERNEATH BREAKER RUN (SHOULDERS TYP)
SEE CONSTRUCTION DETAIL
FOR INSTALLATION CTYP)
SEE EROSION CONTROL. PLAN FOR SEEDING.
FERTILIZING. MULCHING A EROSION MAT
STH G4
E.B. @
PRLI
E.B. PROFILE GRADE
VAR. {54,0' - 82,7'1 30.0' MINIMUM CLEAR ZONE
2.0, f
VAR 1 7.7'
SE VAR I SE VAR
t4.033Z MAX (0.033% MAXI SE VAR
4" CONCRETE PAVE MENT--7 /
(DOWELED & TINEDI J6//
'SUBGRADE SHGULDEft PT 6' CRUSHED AGGREGATE
SHOWN ON CROSS SECTIONS BASE COURSE
SHOULDER SE SLOPE '12- BREAKER RUN STONE
VARIABLE,0,066% MAX Z' ASPHALTIC CONCRETE . GEOGR%0 TO BE PLACED
PAVEMENT TYPE E-0.3 UNDERNEATH BREAKER RUN
45NOULDERS TYPP SEE CONSTRUCTION DETAIL
FOR INSTALLATION (TYP)
FINISHED TYPICAL SECTION
STH 35 / 64
STA 317+96.81 - STA 338+00
(W.B, LANES CONSTRUCTED TO STA. 330+00)
(SUPERELEVATED SECTION!
- SUBGRADE SHOULDER PT
SHOWN ON CROSS SECTIONS
SHOULDER SE SLOPE
VARIABLE, 0,0667, MAX
6- SALVAGED TOPSOIL.
" SEE EROSION CONTROL PLAN FOR SEEDING,
FERTILIZING. MULCHING A EROSION MAT
STATE PROJECT NO: 1550-00-80, SI HWY: STH 35 / 64 1 COUNTY: ST. CROIX I FINISHED TYPICAL SECTIONS - STH 35 /64 SHEET NO: 2-7 E
FIE n"¢ L;.+necr asxationxPr ojectss06.15SPGGP2tP2P7P5_Ps.Fkjt 1m cul2 ZS-FIAR-2 PG2 12:53 UK c.I[; Rot x amxs.ry a NKITOR: "1 .1 20.PP06PO:I.00PGPC
L;%` HTostat lwV ojfsVA_ L,U=u 4u{ U 3W_Ts ,CPN
GIN 64
1
PRLI
CLEAR ZONE 30' CLEAR ZONE 30'
12.0
R
A 4:1 MAX IN CLEAR ZONE 3,0" w a:0 DIV. 0 '021z ��O 4 4
0.04,11
4:1
4: 1 1. 4:1
S" TEMPORARY —
ASPHALTIC SURFACE'
6'* SALVAGED TOPSOIL— 8'' CRUSHED AGGREGATE 6- SALVAGED TCPSOIL--/
BASE COURSE'
CRUSHED AGGREGATE AT STATIONS WHERE MATCHING INTO
SEE EROSION CONTROL PLAN FOR SCEOING, BASE COURSE, SHOULDERS EXISTING SURFACE, EXISTING PAVEMENT TO
FERTILIZING. MULCHING & EROSION MAT REMAIN. PAVE OVER EXISTING SURFACE TO MATCH.
DO NOT PLACE CARD OVER EXISTING SURFACE
FINISHED TYPICAL SECTION
TEMPORARY CROSSOVER
STA 328-64 - STA 339-00
EXISTING
EDGE OF
CRUSHED AGGREGATE BASE _� PAVIM
COURSE FOR SHOULDERS
SALVAGED TOPSOIL, FERTILIZE.--\---, TEMPORARY SEED AND
- A` I
V7
i EXISTING GROUND6" SALVAGED TOPSOIL —j SuBGRA0\E
0' WIDE AT STA 267.50 AND 280.85:
TAPER TO 24' MAX
— FINISHED SLOPE
INTERCEPT FROM
TEMPORARY PERMANANT MAINLINE
WIDENING CROSS SECTIONS
EXISTING GROUND
EXISTING
ASPHALTIC SURFACE
EXISTING CASC J
5*' TEMPORARY CHASE EXISTING SHOULDER
ASPHALTIC SURFACE FQ WIDTH AND DEPTH SHOWN ON
a- CRUSHED ACOPECATE CROSS SECTIONS. NO EXISTING ASPHALTIC
BASE COURSE PAVEMENT WILL BE REMOVED,
CRUSHED AGGREGATE
BASE COURSE, SHOULDER
FINISHED TYPICAL SECTION
TEMPORARY WIDENING
STA 295.00 - STA 315.00
FINISHED SLOPES
FOR STAGE I CONSTRUCTION
STATE PROJECT NO: 1550-00-80,81 HVIY: STH 35 / 64 1 COUNTY: ST. CROIX FINISHED TYPICAL SECTIONS -1 TEMPORARY CROSSOVER, TEMPORARY MDENING SHEET NO: . � 2.e I E
PROFILE OR AO P' I50TH AVE
L
PRL. 3
CLEAR ZONE 18' CLEAR ZONE IB'
12.0'• 12.0'a
-^'--- ITYPi (TYPI
6.0., 6.0 ••
8 v0, PROFILE GRADE 24TM AVE
3.8
0�04'r. 0.02! O,p2%� 0.04 /: y - PRL 85
IS' CLEAR ZONE 18' CLEAR ZONE
6-1 TM4�^ l 12,0' 12.0' ..-.
4- ASPHALTIC CONCRETE (,'^^ 3.0, 3'0'
PAVEMENT TYPE E-0.3 1 `-4- SALVAGED TOPSOIL. d4
4" SALVAGED TOPSOIL S.B' --^^F38
8" CRUSHED AGGREGATE BASE COURSE 0.p2'/ 0.02�'! , afar;��
- CRUSHED AGGREGATE 84SE. COURSE. SHOULDERS - 6,
PAVE SHOULDER WHERE IL ABUTS BEAN GUARD J%\Vr '�T .�Y-4~l 'r,;%�
4°° ASPHALTIC CONCRETE
!t PAVEMENT TYPE E-0.3
STA 6,00 TO 7.25 - LANE WIDTH 1.0.5° //j '- A- SALVAGED TOPSOIL
STA. 7.25 TO 9.00 - TAPER LANE WIDTH FROM 10,5' TO 12.0' 7"' SALVAGED TOPSOIL -8" CRUSHED AGGREGATE--/ {(/
SEE. EROSION CONTROL PLAN FOR TOPSOIL. SALVAGED TOPSOIL, BASECOURSE F
SEEDING, FERTILIZING, MULCHING & EROSION MAT
-CRUSHED AGGREGATE------%
`.. STA 33.00 - MATCH EXISTING SHOULDER WIDTH BASF COURSE, SHOULDERS
FINISHED TYPICAL SECTION SEE EROSION CONTROL PLAN FOR TOPSOIL, SALVAGED TOPSOIL,
SEEDING. FERTILIZING. MULCHING & EROSION MAT
150TH AVENUE
STA 10.91.46 - STA 11`81.53 FINISHED TYPICAL SECTION
STA 30`35.92 - STA 30.77
247H STREET
STA 0.00 - STA 1`34.01
STA 13`84.27 - STA 17.64.38
STA 21.84.66 - STA 21`92
PROFILE GRADE 150TN AVE_
F
PRL 3
CLEAR ZONE 18' CLEAR ZONE 18'
12.0'* 12.0 '•
(TYF6 (TYPE
6.0 6.0
BE '
VAR 4L�, B`0" PROFILE GRADE 24TH AVE
{{ SE VAR -BP R.
3.8' - (0.06Y. MAXro t0.06"/. MAXI SE VAR dd
OFF VAR 4,1 PRL 85
A-T EU ,,/% 18° CLEAR CON 18" CLEAR ZONE
A- ASPHALTIC CONCRETE l `--4"` SALVAGED TOPSOIL 3.0' 3.0'
PAVEMENT TYPE E-0,3 BE VAR B'0
4" SALVAGED TOPSOIL ¢OS �Y, AN, SE VAR 3.B' TR
8" CRUSHED AGGREGATE BASE COURSE- 3.8` (p ,pal. NAx9
SEAR 4:1 l ;'"l
SHOULDER GE SLOPE
VARIABLE, MAX 0.06'/ t7YP8 (RUCHES AGGREGATE BASE COURSE. SHOULDERS ��- "��''^_ry / r
PAVE SHCULDER WHERE IT ABUTS BEAN GUARD 7VARIABLE.
F4°' ASPHA[.TEC (ONCftE£EPAVEMENT TYPE E-0.3 (4" SALVAGED TOPSOIL
STA 6.00 TO 7.25 - LANE WIDTH 10,5'STA. '7.25 TG 9.00 - TAPER LANE WIDTH FROM IO,S" TO 12.0' VAGED TOPSOIL 8- CRUSHED AGGREGATESEE EROSION CONTROL PLAN FOR TOPSOIL. SALVAGED TOPSOIIL, BASE COURSE
SEEDING, FERTILIZING, MULCHING & EROSION MAT' SHOULDER SE SLOPE
MAX 0.06L CTYPI CRUSHED AGGREGATE'
BASE COURSE. SHOULDERS
FINISHED TYPICAL SECTION
1 5 0 T H AVENUE " SEE EROSION CONTROL PLAN FOR TOPSOIL, SALVAGED TOPSOIL,
SEEDING, FERTILIZING, MULCHING & EROSION MA'f
STA 5`95.05 - STA 10.91.45
STA 11`81.53 - STA 16^42, FINISHED TYPICAL SECTION
STA 19.64 - STA 30.35.92 24TH STREET
(SUPERELEVATED SECTIONI STA 1`34.02 - STA 13.84„26
STA 17.64.38 - STA 21`84.65
(SUPERELEVATED SECTION)
STATE PROJECT NO: 1550-00-80, 84 HWY: STH 35 / 64 COUNTY: ST. CROIX FINISHED TYPICAL SECTIONS - I50TH AVE, 24TH ST SHEET NO: 2- E
ca xP4 ts.c no, a.rz: 20 a10Y-2G01 PF;13 ac NiE I R01 wq: ^ , wa: 20.000000:1.000t704 t�}T iClpDS 9 ET ¢
L; VRIa MtW im\P-ojKTslDG- I55000021000303- ts dqn 20�DFC�2001
PROFILE GRADE —\OLD 150TH AVE,
PRLF 86
IB* CLEAR I
6' SALVAGED TOPSOIL—
""
SEE EROSION CONTROL PLAN FOR SEEDING,
FERTILIZING. MULCHING & EROSION MAT
6" SALVAGED TOPSOIL
SEE EROSION CONTROL PLAN FOR SEEDING,
FERTILIZING. MULCHING & EROSION MAT
—4' ASPHALTIC CONCRETE
-G'
PAVEMENT TYPE F-0�3
8" CRUSHED AGGREGATE
BASE COURSE
CRUSHED ACC;ECA-�7E
BASE COURSE, SHOM-DERS
T:INISHED TYPICAL SECTION
OLD 150TH AVENUE
STA 10-0011-00
SALVAGED TOPSOIL
ISOTH AVE
PROFILE GRADE
VAR' VAR*
0.02Z 0 . 0 2Z
8" CRUSHED AGGREGATE '2
BASE COURSE --6" SALVAGED TOPSOIL
BLEND CUL-DE-SAC GRAVEL INTO EXISTING
OLD 150TH AVENUE AND 23RD STREET,
MINIMAL GRADING 0% EXISTING
ROADS REQUIRED.
WIDTH VARIES DUE TO CUL-DE-SAC DIAMETER
FINISHED CUL-DE-SAC TYPICAL SECTION
OLD 150TH AVENUE
STA 14.30 - STA 15.40
23RD STREET
STA 10-00 - STA 11.00
STATE PROJECT NO: 1550-00-80,81 I HWY: STH 35 / 64 COUNTY: ST. CROIX IFINISHED TYPICAL SECTIONS - OLD 150TH AVE, 23RD ST SHEET NO: 21 [J-
E
� TICLDDS 9GT Q
l5s00002N0ECoj,CL00, 06-UM2002 07:47
Bll. SURFACE
E)USINNIC AS;;W.j—C R—AVEW—j
ERE=
SAWCUT REDO
BITUMINOUS PAVEMENT REMOVAL
TEMPORARY ASPHALTIC SURFACE
EXISTING SUISCRADE DHO DER
EXISTING PAVEMENT —�
SEAL END WITH
CONCRETE MASONRY OR
STOCK & MORTAR SEAL
CATTLE PASS 70 BE
RFUOVFn IN SrAr.c 7
T)TSiM ASF;;;!LfC PAVEMENT
BUTTED JOOCT AT
EXISTING PAVEMENT
EXACT JOINT STATIONING 70 BE
DETERMINED IN THE FIELD BY THE
ENCOANNEAPPROXIMATE STATIONING
AT STH 35 / 64 270.46 A 340-M
STAGE I I
TEMPORARY WIDENING
EARTH BACXFILL. TOPOCk. SEED,
FERTILIZE AND MULCH
REMOVE PORTION OF CATTLE PASS
TO PROVIDE EARTH BACCIFILL COVER
ABANDON CATTLE PASS DETAIL
(STAGE 1)
FERTILIZE
R/w AND SEED
MULCH
13
XVAWAWA\�
OtSTURBED AREAS TO BE
FERTIUZEO & SEEDED
FINISHED SHOULDER
4'SALVAGED TOPSOIL
FERTILIM SEED. & MULCH LIMITS
F, 14'
Im
BACXFILL WITH -
COMMON EXCAV,
CONSTRUC
4- ASPHALTIC CONS,. TYPE E,0.3
FftSHED GRADE
U— 6- CRUSHED AGG. BASE COURSE
CONCRETE CURB t CUTTER
36-W TYPE D
BERM DETAIL BEHIND CURB & CUTTER
mgggimw��
R/w
-vumr�
— — — — — — — — — — — — — — — — — — — q_ ROAD — — — — — — —
EDGE OF SHOLMILULIT EDGE OF PAVEMENT
— — — — — — — — — — — — — — —
fp
PAVE TO EDGE OF
SHOULDER ON
GRAVEL DRIVE
*WHERE EXIST DRIVEWAY
z
IS PANMMATCH NEW PAVEMENT
INTO EXISTING
PLAN VIEW
3' MATCH EXISTING WIDTH VARI
2
r7PR7tV—ATE O—RFiELO ENTRANCFJ�
CO.
R!
V4 \A
CRUGHED � SUBBASE "-'�%vX.
AGGREG�I 3"ASPUALTIC PVMTATE TYPE E-0,3
HALF SECTION IN FILL HALF SECTION IN CUT
*G;I WITHIN CLEAR ZONE
TYPICAL SECTION
0,
LANE SHOULDER IN CUT.PLACE THC LOW PmNr
OF THE DRIVE PROFILE OVER
THE DITCH FLOWILINE
MAXIMUM
CUT
PAYED APPROACH NGS
G
MAINTAIN SHOULDER 7N -Z A14 cLL ATCR EXISTING
ORE AIUM
SLOPE CULVERT PIPE—"-10
CULVERT
WHERE REQUIRED
PROFILE VIEW
CONCRETE CROCE
BITUMINOUS PAVEMENT
SAME THICKNESS AS TRAVELLED
SURFACE
CRUSHED AGGREGATE
BASE COURSE
BEAU GUARD
6'E,ltTUMJNOU5 SHOULDER 6'CA6r SHOULDER
2'TRAFFIC LANE
DETAIL FOR BITUMINOUS SHOULDER AT GUARDR,
STATE - PROJECT NO: 1550-00-80, 81 HWI Y: STH 35 / STH 64 COUNTY. ST. CROIX CONSTRUCTION DETMLS NOT TO SCA S,HFFT NO: 241=E
HE IHHL I
nO NAE PICINI
L:WtanstotimVro,mts'D..i5500002\02I002.ca.agt
06-VA-2002
EXISTING SHOULDER EXISTING
EDGE OF�
\\PAVEMENT i&
VARIAFM F
UNCLASSIFIED
UNCLASSIFIED
SALVAGED TOPSOIL. FERTILIZE
TEMPORARY SEED AND MULCH
r --77}}
_ —I
FINISHED
l„
"IY'
d
SUBGRADE
EXISTING GROUND\
`—MOTOR AND REPLACE'. MTN
SUITABLE SUBGRADE MATERIAL
FROM ES GRADING OPERATIONS
NOTE; ALL FILL SMALL BE SUITABLE.
SUBGRADE MATERIAL AS
APPROVED BY ENGINEER IN
THE FIELD, SUITABLE FILL
MATERIAL SHALL BE AVAILABLE
FROM EASTBOUND STH 64 TEMPORARY WIDENING SUBGRADE DETAIL
GRADING OPERATIONS.
m EXISTING SUBGRADE
m
STANDARD-✓ .—�^
APRON ENDWALL -.
2" MIN. THICKNESS FOR RIPRAP
24^ MIN THICKNESS FOR
HEAVY RIPRAP
EXISTING
GROUND
!n
EXISTING
ASPHALT
'A GRADE EXISTING SHOULDER
TO DEPTH SHOWN ON THE CROSS
SECTIONS. NO EXISTING ASPHALTIC
PAVEMENT WILL RE REMOVED.
A"SALVAGED TOPSOIL
L = SKI (TYPI OR AS DIRECTED BY ENGINEER
J
GEOTEXTILE FABRIC
A
NOTE# FOR RIPRAP. GEOTEXITILE FABRIC TYPE `F'" REG'D
3 FOR HEAVY RIPRAP,GEOTEXTLE FABRIC TYPE'-HR`
REO'0
SEC A -A
W
GEOTEXTILE FABRIC
SEC B-B
STATE PROJECT NO: 1550-00-80, 81 I HWY: STH 35 / STH 54
FLc wK; L:=niexnsPations Prajecis=06.1550a0PPs021a02_ca.9gH
nm ua
COUNTY: ST. CROIX
= 0M IT
Z''jM'L'N,,�-
M
P
B' NOR,
QE
ADP 4 O
6.P NOR.
C DESIRABLE
MINIMUM
EROSION MAT DETAIL FOR DITCHES
DIMENSIONS AS SHOWN ON -
CROSS SECTION OR AS
DIRECTED BY THE ENGINEER
— EXCAVATION FOR —
RIPRAP
(INCIDENTAL TO RIPPAPI
MINIMUM ROCK SIZE AS OIRECTED IN THE PLANS
GEOTEXTILE FABRIC RF.GU:RED UNDER ALL RIPRAP
TYPE: "R" REQUIRED FOR RIPRAP. TYPE 'MR" REOUIRED
FOR HEAVY RIPRAP
CONSTRUCTION DETAILS
NIP KxW ; (RIUM A ;
rm2ons:011111wom
PC I
GEOTEXTILE FABRIC
INOT TO SCALE ISHEET NO ?—.(,? I E
KIIVAC: z.aco0aa:a.acO000 swv MY a
Lr 0VUWI\UIIUU] GV.Ujt 11-10.llll 11
EXISTING PAVEMENT PROPOSED -
ROADWAY
-EXISTING SUBGRADE-
DEPTH 2- 4'
EBS MATERIAL LEBS DEPTH 2'MAX
66 AS DETERMINED
By THE ENGINEER
liammMmpis
EXISTING GROUND
CUT
FINISHED PLAN GRADE
FINISHED �_
SUBGR AIDE
1ILL
UNDERCUT 4'BELOW PLAN OR ADl_j
BACKFYLL MATERIAL SHOULD
BE 7.„ SAME GO!,, AS THAT
USED IN THE ADJACENT FILL
NOTE: AS DETERMINED BY ENGINEER IN FIELD
FILL TRANSITION
EXISTING -
GROUND
1"-.- -11
STATE PROJECT NO: 1550-00-80, 81 HWY: STH 35 / STH 64 COUNTY: ST. CROIX
ROAD SURFACE
nr BREAKER "
SU8GRADE SHOULDER PONT
AS SHOWN ON CROSS SECTIONS
a
iss-OwN ON C-Ross SECTIONS
2'
,SEEPAGE PLANE
,I 477 T7 V! vS t
BOTTOM
"ITCH 87�
,
4
�GEOTEXTUE FABRIC,
TYPE OF
C'" RIPS SCHEDULE 6
SLOPE BLANKET CONSTRUCTION DETAIL
21
SEEPAGE PLANE
7-ni N7 -7c\ k F L
CEO TEXTILE FAFRIC,
CH ROST TYPE OF
PIP[ SCHEDULE 6
GRACE JCPANULAR
BACKFILL INSIDE
FABRIC
NOTE:OUT,ALL OF PIPE UNDERORMN
SHOULD BE PLACED ONE FOOT
ABOVE THE DITCH FLOW LINE
`CONSTRUCTION DETAILS INOT TO SCALE I SHEET NO: 2 , I
fto[ vl : rna V. � nN . 2.00c =I�Goocno R JlCkWS MT 4Q
14
14-JM-2002
POINT
RADIUS
NORTHING
EASTING
STATION
OFFSET
NO
FT.
COORDINATE
COORDINATE
—
PC218
N 464997.0149
E 1256797.3667
10,50.26
7.45'
LT
CC218
50'
N 465065.9452
E 1256842.2089
10,50.26
42.39'
RT
P1218
N 465038.3301
E 1256802.2893
IM5.70
4.15'
LT
PC219
N 465040.9966
E 12568433111
11,00
37.23'
RT
CC219
25'
N 465065.9452
E 1256842.2089
11-24.86
34,66'
RT
P1219
N 465038.3301
E 1256802093
10,97.15
936'
RT
PT219
N 465066.8283
E 1256817.2245
11,24.77
9.66'
RI
13.72
NOTE: COORDINATES AND RADII SHOWN
ARE TO THE SABO SHOULDER POINT.
PT219 x CC219
x
PC219
—x
P121BX
;P1219
PC218
,'CC218
MT 0 ;0
P10002. 20 SCALE
FTATE PROJECT NO: 550-00-80, 81 SHEET NO:
HWY: STH 35 STH 64 COUNTY: ST. CROIX SUL DE SAC DETAILS 23RD STREET 2, 1 �j I E
IXE w : L: '.,ucstc? ,Po,ecTs,Ub, 14-JM-2002 15:26 mum� Rol w : lm : I., . - 2. a00000.1.000000 N=TfCAMS SWIT Q
m
M.
NOTE: COORDINATES AND RADII SHOWN
ARE TO THE EDGE OF ASPHALT
EXCEPT POINTS BETWEEN STA 11-25•TO 15.50
ON OLD 150TH AVE ARE TO THE CABC SHOULDER POINT
POINT
RADIUS
NORTHING
FASTING
OLD 150TH AVE
NO.
FT,
COORDINATE
COORDINATE
STATION
PC4
466220.150
125765M87
11-60.54
PIS
466205.373
1257994.547
15-03.49
CC8
42'
466163.608
1257990.108
15.OM5
PC8
466156.758
1257948.671
14-61.21
PC9
466191.799
1257910.242
14-M37
CC9
42'
466149.907
1257907.233
14-2037
PT5
466196.301
1257649.406
11-60.54
PT6
466181.398
1257592.002
10�95.59
POINT
RADIUS
NORTHING
EASTING
150TH AVE
NO.
FT.
COORDINATE
COORDINATE
STATION
4449
466153.827
1257446.270
11�33.22
PT1793
466161.266
125754M70
11.90.94
CC1793
40,
466180.701
1257515M9
11-90.94
P14
466161.763
1257550,241
12-30.19
CC4
111,
466109.208
125764MIl
13.39,13
CC5
91,3'
466109.208
125764MI1
13,3M3
CC6
40'
466149.794
1257616.522
12,97.05
PC6
466112.787
1257601.340
12-93.49
4447
4660M408
1257670.517
13-67.98
R3003. 20 SME
STATE PROJECT
NO: 1550-00- 80, 81
HWY: STH 35
SIR 64
lU M : -::,clastaf,
1tt .
OFFSET
9.82 ' LT
9.76' LT
32.21' RT
42.01 ' RT
M2' RT
51.82' RT
9.82' RT
11.00' RT
OFFSET
12.00' LT
18.00' LT
5MO' LT
50.33' LT
29.04' LT
29.04 ' LT
58.50' LT
18.66' LT
12.00' LT
IN
COUNTY: ST. CROIX INTERSECTION DETAILS - OLD 150TH AVE / 150TH AVE
001 KcT n : a lm : "1 .1
ISHEET NO:
K�67iEA(n5. WEI Q
Q
sm
L: TsTia ost 15500002\021103,d d6qn
4432
PT1779
NOTE:
COORDINATES AND RADII
SHOWN
ARE TO THE
EDGE OF ASPHALT
4434
PC1776
x
4
CCIT79
4431
C1779436
4430
PT1777
PT1785
IPTI 76
PC1778
PC1784
PC1778
CC1776
x
POINT
RADIUS
NORTHING
FASTING
150TH AVE
OFFSET
NO.
FT.
COORDINATE
COORDINATE
STATION
at am'aApq
PC177B
465983,004
1258488.659
21.9MI
12.00'
RT
CCI778
406,65'
466387.B35
1258527.129
23,2B.62
382.49'
LT
PT1778
465997.574
1258641.431
23-44.24
24.00'
RT
CC1777
466812.419
1258420.797
22-09,17
B20,19'
LT
PT1777
844.17'
46601L271
1258692.853
23-96.48
24.00'
RT
PT1784
PC1785
4430
46602M65
1258727.208
24-3237
24�00'
RT
X CC1784
4431
466025.348
1258737.641
24-4237
27.00'
RT
PCIT76
466028.188
1258736.675
24-42.77
24,00'
RT
x
CC1776
60,
46597IJ89
1258756.010
24.42,77
84.00'
RT
CC1785
PT1779
466070,081
1258859,736
25-7237
MOO'
RT
Cv
4434
466064,401
1258861,673
25.7237
27M'
RT
4432
466115.B69
1258970,915
26-94.19
12.00'
RT
POINT
RADIUS
NORTHING
EASTING
24TH ST
OFFSET
NO.
FT.
COORDINATE
COORDINATE
STATION
ry
PT1776
60*
465990.724
1258812.809
21-07.26
15.00'
LT
PCI784
465989.75B
1258809.969
21,07.26
18.00'
LT
PT1784
465926.993
1258832.212
20*37,42
12,00'
LT
CC1784
184.85'
465897.639
1258649.708
IM7.19
186,86'
LT
PC1785
465929.175
1258856.113
20-37.42
12.00'
RT
CC17B5
283.25'
465909.044
1258573.587
18,11.45
248.77'
LT
PT1785
466007,137
1258839.301
21.14.26
15.00'
RT
ti
4436
466017.452
125883B.571
21-24.26
18.00'
RT
FEET soy
PC1779
40'
466016.485
1258835.731
21-24.26
15.00'
RT
`13004,
2D SC-q r
-
-
STATE PR03ECT NO: 1550 )-80, 81
I HWY: STH 35
STH 64
COUNT Y: ST.
CROIX
INTERSECTION DETAILS 24TH ST
150TH AVE
SHEET NO:
ttew:
1"Foli-Ml 13:11
M OTTE
ROT u : as �
lll-.4 z 2AM00:1.000000 a Trl= MIT Q
L : "IcrMtctT imTroj15',DE A '50MM021104, , d .*r 25-,1'N-2002
19
m
PL300470 SCLLE
STATE PROJECT NO: 1550-00-80, 81 HWY: STH 35 / STH 64 COUNTY: ST. CROIX
raE .0 : L: no .1 : 25-j41-2002 0E28 - -- w.
PT1779
�3 %*\- 93=0 .39
931.20
C1779
930.33
c\j
n REP 40 fA
uxEE
ELEVATION DETAILS 24TH ST 150TH AVE ISHEET NO: 2.47
ROT M00000:L00000a _LE
MM� scT Q
PRLI - STH 35 e 64
Station
Type
Shoulder
Left
Pvmt
Left
Pvmt
Right
Shoulder
ight
ASPHALTIC PAVEMENT
273-71.00 End NO
-super
-0.020
-0.020
274-51.00 Zero
-0.020
_
0.000
275-31.00 Rev. Crown
_276-91.00
-0,020
0.020
Beg in FS
_280-65
- 0 . 6TO-
0.0 6-0
.42 End FS
_52-25.42 Rev. crown
_53-05.42
--:5.060
-0.020
0.060
0.020
Zero super
-0,020
0.000
3 - 85 . 42 Begin NO
-0.020
020
CONCRETE PAVEMENT
317.96.81
-319-18.03
Sh End NC
-0.040
020
-0.020
-040
-319
End NC
-0.040
-0.020
-0.020
-0.020
78 64
_320.39,24
0 04T
020
010
-0.0-10
ierci Super
-_0.040
-0.020
0.060
0.000
0 - 9 9 . 8
-0.040
-0.020
0.010
0 . FI-0
321^60.45
-322-21
Rev. Crown
-0,040
-0,020
0.020
0.020
00
-0.040
-O�O�3O
0.030
0.030
_322.39,24
Begin FS
-0.040
-0.033
0.033
0.033
T39-21�00
End FS
.. ...... -0.040
-0.033
0.033
0.033
. �O�O40
:0.030
0.030
0.030
339.99.79
_340-60.40
Rev. Crown
-0.040
-0 020
-E70-20
-670-20
-0.040
-0.020
0.010
0 .010
0 0
0 020
0.000
0.000
341-81.61
-0�040
T_02O
-0-0-10
,010
_34214,22.21
-1
�343-63,42
Begin NO
Begin
�EhBe
0
-0.040
�O.'040
-Q.020
-6.020
.020
I NC
gin NC
Begin
L 0
-0,020
-0�020
76 . 0 4 0
STATE PROJECT NO: 1550-00-80, 81 1 HWY: STH 35 / STH 64
'If � � nd-Cm
PRL3 - 150TH AVE
Station
__=__
Type
Pvmt
Pvmt
Right
_
ASPHALTIC PAVEMENT
-Left
5.95,05
End NC
-Teo
-0.020
-0.020
6.44.17
Super
O.000
-0.020
6-93.30
Rev. Crown
0 . 0?0
70.
_7.84,17
Begin FS
0.057
-0,057
.02,33
------
End FS
057
-E057
��13320
i �e,,Cr.w,
0.020
--0020-
10-42.33
_7
Zero Super
0.000
-0,020
- 9E4 5
Begin NO
-0,020
-0.020
i7l-8153
End NC�
-
-0.020
-0.020
12-30.66
Zero Super
-0.020
0.000
12-79.78
Rev. Crown
-0.020
0.020
13^70,66
Begin FS
-0.057
a.057
14^52.87
End FS
-0.057
0.057
15-43.75
Rev. Crown
-0.020
0.020
15-92.87
_16-42.00
Zero Super
-0,020
0,000
Begin NO
-0,020
-0.020
19.46,00
End NC
_Zero
-0.020
-0�020
-
i9-95�12
Super
-_0,020
0,000
20'44.24
Rev- Crown
0.020
0.020
TI - 35 . 12
Begin FS
-0.057
0�057
23.49,80
-
En(1 FS
-0.057
0.057
__Beg
_�6-54.44
Begin FS
0.057 J%-0,057
26-46. D
End FS7
O.057
-0,057
29-37.68
Rev. Crown
0.020
-_0.020
29-86,8 0
ZerO Super
0.00O
-0,020
3 0 - T576 2
Begin NC
----------- - - L___
-0,020
-0.020
COUNTY: ST. CROIX
PRL85 - 247H ST
Station Type Pvmt Pvmt
Pvmt
ASPHALTIC PAVEMENT
A
-Right
1,34.02
End NO
d
-0,020
-0.020
1-7:0.68
Zero Sup
0.000
-0, 020
2-07.35
Rev. cro
0.020
-0.020
2-80.68
6.98.25
9.78,60
Begin FS
Id FS
Begin FS
0.060
0.060
7-,059
-0.060
_0.060
--0.059
12-36.97
End
0.059
0.059
13-09.68
Rev. Ord
_
-:T.020-
_
0.020
13.46.97
Zero Sup -
7T020
0.000
13-84.26
Begin NO
-0,020
-0.020
17.64,39
End NO
-Fero
-0.020
-0.020
7 - 98 � 29
7
Sun
.020
0.000
18.32,19
Rev, Cro
-07020
0.020
16.98.29
Begin FS
-0,059
0.059
- 50 . 7 5
FS
-0.059
0.059
21-16.85
_2I-56775
_End
Rev. Orel
-0.020 1
0.020
Zero SUN
020
-0.020
21-84.65
Beg,NC
_0.000
-0.2Lq
-0.0E0
SUPERELEVATION PAVING CHART
SHEET NO: 2 .18 1 E
"I .
C:\Md WfWim\Froje s\W.i55WW2\02R6Q1_m,4, 06-WA.2W297:47
L: %aHrasla !aUAroj �s\D6-15FRORG2\0SUCO I K.Ogn 06-".2002
LEGEND
9212= EROSION MAT CLASS I. TYPE A OR
MME36M EROSION MAT CLASS IF OR III EXCEPT �117
RIPRAP 04EAVY RIPRAP IF NOTED)
EROSION BALE. DITCH CHECK
A
SILT FENCE
AE,zz
s rk 35 , —,
1 64
REMOVE AND REPLACE EXIST
2 EA METAL. APRON S
INVERTS AS Exd$YING
1'. N mi,
<
R'W EXISfING`74- CMP
CULVERT TO REMAIN
THIS STAGE, GRACE
AROUND INLET TO
DRAIN
- - --------
----------
CL------
VSLOPE INTERCEPC---------
--------------------
tO PROPOSED R,W
0- 1 TY-9
FOU
�kE
CULVERT TO REMAIN
STAGE I
INSTAL 120�F- .'TEMPORARY
'24-,
CULVFRT�'RIPS,
CULVERT TO
CONSTRUCT UNDER TRAFFIC.
REMAIN THIS
WIDEN, 2�fTg ST AS NECESSARY
FEV
INSTALL SOLE -TEMPORARY
STAGE
GRADE AS
OIT0+ES
CULVERT PIPE. 24',
NECESSARY FOR DRAINAGE
CONSTRUCT UNDER TRAFFIC
PROPOSED P,W
INVERTS 76 CORRESPOND
CULVERT TO REMAIN xxtE
INVCRTS,,TO CORRESPOND
WItH FINAL CROSS SECTIONS
THIS STAGE
WITH FINAL'CROSS SECTIONS
7
SLOPE INTERCEPT
TEMPORARY WIDENING TEMPORARY WIDENING
7
------------------
290
---------- — -----
"-T 7
- --------------
------- -------
STH 35 r 64
CL 11 Ty B
--------------------------
------------
------------------
---
-------- -------------
&
01 4r '741 4. 41
zt
SLOPE INTERCEPT
CL
I TY 6 PROPOSED R,W ------------
4, &
----------
R
CC I TY 6- 9
n
STATE PROJECT NO: 1550-00-80, 81
HWY; STH 35 64
COUNTY: ST. CROIX
DRAINAGE AND
EROSION CONTROL. PLAN - STAGE I
SHEET NO: P . 2 C)
E
tU I";
06-M LR-2QUZ 01:41 DUE
K01 n „
o Tax:
"1 .1,
1
LEGEND 13:
CZ== EROSION MAT CLASS I„ TYPE A OR 8
C==50 EROSION V,
MAT CLASS 11 OR III (EXCEPT 11. TYPE A) TEMPORARILY ABANDON
CATTLE TTLE /
PASS
E PROPOSED Rw
ATTLE PASS
RIPRAP (HEAVY RIPRAP IF NOTEDI
INSTALL IN IS CULVERT TO
L CH CHECK.
PROPO,
EROSION
N A E. 0 HE K _ED R eW
C B IT PT STAGE PROPOSED R,W
EROSION BALE, DITCH CHECK PROPOSED R,W STAGE 2 REMAIN THIS
SILT FENCE SLOPE INTERCEPT
TEMP
TEMP WIDENING
S OR- INTERCCPT
SL OR
L EWINTERCEPT JOE 'I C
TEMP W
----- -------------- IDENING
TEMPORARY WIDENING - --------- I ....... - ------ ---
------------- --------
------------- ... --------- --- ----- ----- ---
------ ------
7,�INSTALL IN --------------
300 1/ STAGE 2 'TEMPORARY WIDENING
�_ Z'Zr -Z' CL I TY 6 SLOPE INTERCEPT THIS STAGE INLET PROTECTOR STH 35
&
,^—PEMQVE EXIST
ci Al CL I TY 8 CL TI TY R ------
X $
k:�'O 4. 4
At '0 A,
4'
q&
�
ly B �—RIP RAP BASIO cl- I
4� -L
& A� q I TY 6 EVAT OH
"V� A, SIDES
4 4.4
v- --- --- ----
SLOPE INTERCEPT
TEMP WIDENING
PROPOSED R'W
TEMPORARY WIDENING
---- -------- -- ---------- ------ ----- --
SLOPE INTERCEPT
STAGE I
STH 35 64 WB STH 35 64
4, '�. OV
41 A� .0, T& Or $ /—CL I TY a CL I TY B
------------ -----
CL I TY B
---------------------- ------ ---------- ------- - ------------------ ---- - ------
INLET PROTECTOR 3 INL-4
INC,.T ---------
E6 STH- 35 64
AOA, ::�'7 i
I R7 CL I TY B AE-5 ✓------ CL, I Ty 8
SLOPE PT --------
CL I TY 8 —PROPOSED R,o -------
ROL PLAN STAGE I SHEET NO:
u:
SLOPE INTERCEPT
STAGE 11
P..: +ia-cstsnimWrai
LEGEND 13�NCV-2001 13:26
MM= EROSION MAT CLA
SO I, TYPE A OR B
CC= EROSION MAY CLASS II OR III ...
Ab
RIPRAP (HEAVY RIPRAP IF NOTEDI (EXCEPT 11. TYPE
EROSION SALE, DITCH CHECK
SILT FENCE
GRADE
DRAIN ------
EXIST CULVERT
TO REMAIN THIS
STAGE
STH 35 r 64
-CC, L TY B-
- ---------------- ------ ------- CL I 7Y 8 —SLOPE INTERCEPT
----------- ........... -------- ----------
-------------------------
l3r,
STATE PROJECT NO: 1550-00-80,81 HWY: STH 35 64
COUNTY: ST. CROIX :
AND D �EROSION CONTROL PLAN STAGE
I
DRAINAGE
MG UTT
SHEET NO: 2
loo �—
mmucam AmRl
MEAN
MF m �o
00 NOT DISTURB
DRIVEWAY CULVERT
,11 EXXE,
CULVERT TO
REMAIN THIS CULVERT, TO
STAGE REMAIN -'THIS
STAGE
- ------------
7:-
E
y/l,
�V�E-15
TO
CULVERT TO
a'KE AE - 7
Al
R E? I N THIS
------
ST,
AE-1
----------
------
, ......
;
STAGE 2
PROPOSED R,W
4
U
GO '','CE I
F C
DRAI
INSTALL IN
19
Z9
I
LEGEND
STAGE 2
fii
a
CX= EROSION UAT,CLASS I. TYPE A OR B
EROSION MAT CLASS II OWIll [EXCEPT II. TYPE A) INSTALL IN
RIPRAP (HEAVY RIPRAP IF NOTED) STAGE 2 INSTALL IN tt
it
EROSION SALE, DITCH CHECK STAGE 2 SILT FENCE�
-j
a U13
u a a a a
a nuan U UaR, a a OBLITERATE OLD ROAD-
unun an
aunua an
ull
ang It
,,un unualt a aU CL I TY 8
U z CL I TY ,
%
atlnan
u
%.2 a inTsa nun 21 a unutt"U'a
a U 11
st Tunuanan IT a 311,W a a %a nInuz a a U a AVE
inun"un U -0'
an 3 u's U U uuuann nUUUZF4 Eaullual I Fun CL I 1Y B
Mata an a in a a I uu
L --------
r5 a §14,4s" Una ul�
'L - a "a uhua� 51 1�
vu 2
STATE PROJECT NO: 1550-00-80,81
ME e : L:!mtuastation:Pro,eCtS!06-1557o-0
CL I TY 8
HWY: STH 35 / 64
RIPRAP
i A Nlli��
PROPOSED R,W
RIPRAP
I TY a
COUNTY: ST. CROIX DRAINAGE AND EROSION CONTROL PLAN - STAGE 1
002 15:13 Kay u: o T W :
24,LA-2002 15:13
-RIPRAP 4BAN..,
an
VT% naTt
an an
slAsa �� J.
I
OBLITERATE
OLD ROAD
FEET w w
SCAE
SHEET NO:
DOE
I TY 8
14
OBLITERATE OLD ROAD
HE
STATE PROJECT NO: 1550-00-80, 81 HWY: STH 35 / 64
CL I TY 8
LEGEND
ZOl== EROSION MAT CLASS I. TYPE A OR 8
9:== EROSION MAT CLASS IT OR III fEXCEPT ' IT. TYPE A)
RIPRAP IHEAVY RIPRAP IF NOTEDI
EROSION BALE, DITC4 CHECK
SILT FENCE
HEAVY
RIPRAP
AE-1
SLOPE, INTER(
CL I TY 6
AE-20
-----------
COUNTY: ST. CROIX DRAINAGE AND EROSION CONTROL PLAN - STAGE I
PLOT NAME ORIGINATOR ;
� Z'
CL I TY B
WE rill MIF �M' 0111 a
�CL I TY a
FEET 100 ISO
SHEET NO: 2, 2 q I E
GOaOo WISDOT,CADDS SHEET 42
LEGEND
CMZ= EROSION VAT CLASS I. TYPE A OR 8
QZ2-.-, EROSION MAT CLASS 11 OR III (EXCEPT 11, TYPE A)
RIPRAP (HEAVY RIPPAP IF NOTED)
EROSION SALE, DITCH CHECK
SILT FENCE
REMOVE EXISTING 3.5'.5"
0
C - L 1 11 TY B 300
SLOPE INTERCEPT
I TY 8
INLET
SLOPE
V,;,7,7 rs4.-,7
&
CL I TY 8 31
SLOPE INTERCEPT--/
STATE PROJECT NO: 1550-00-80, 81 HWY: STH 35 / 64
L:
,X REMOVE EXIST,
Is,- CMP CULVERT
.GRADE DITCH TO DRAIN,'
41
4-------------- O�
SURFACE
GRAIN, TYPE B CL I Ty B STH 35 i 64
INLET PROTECTOR
-CL I TY
I
tt E.B. STH 35 v 64 REI
Z4
INSTALLED IN
AE-2 STAGE I
oftle
/—CL I TY 8
I -- — -------- ------
-
STH 35,
,—CL I TY a
---- if"L 11 f !I �i : � , , , , 1 1,
----------- --------------- -I'
INLET PROTECTOR-- 11
EB STki, 35 64
tt
VE 4 CL 1 TY 8
Ty 8 p 7ROPOSED R
PROPOSED R,*
INSTALLED
IN STAGE i
310
CULVERT REMOVED
IN STAGE I
0
INSTALLED IN--� \\AE-3 \',
STAGE I
AE- \10Al
INSTALLED IN TNT w
STAGE I
CL I TY 8
WS STH 35 , 64
CU I TY B
IWL-4-
- — — — — — — — — — — I —INLET:
PROTECTOR
II
AE-5 11
8 INSTALLED
IN STAGE I
REF
scue
COUNTY: ST. CROIX DRAINAGE AND EROSION CONTROL
ov-z mor PLAN STAGE 2 SHEET NO� E ?-24;
mlium MT 0
I TY B
SLOPE INTERCEPT
STH
LEGENDG=Am[rs'astariionVP'oipPtsVJ6_AS5CACg2\pp2008_ec.gN 13-NOV-2001 13:41
CMMM EROSION MAT CLASS I. TYPE A OR B
CZ= EROSION MAT CLASS IT OR III (EXCEPT 11, TYPE A)
RIPRAP (HEAVY RIPRAP IF NOSED)
EROSION SALE. DITCH CHECK
SILT FENCE
I TY 6 opog PRY
....... ____ Mo
St
LVERT
STH 35 r 64
EB ST" 35 24 �S�CRF �TNTERCFP
REMOVE ASPHALTIC
PAVEMENT, SEED
REMAINING GRAVEL
rrw
PROPOSED R,W
v 9 saFEET
• GRAD
E DITCH
TO GRAIN Td. REMOVE 12'CMP FEET
tu1%
NEW CULVERT DRIVEWAY CULVERT to-tillZ
Inniii �1-1 nEE Ts IT I n
UT,%itt 'I
CL I IT B PROPSED R,W
IS u %% is a 'a DD 2
, , %I . — - %% , � —
OBLITERATE OLD ROAD REMOVE AND REPLACE 32LFTT
-
2 EA 18" META
IS' STEEL CUL VERTRETEND .. .... • AT � IF ON E WALLS'
EXACT LOCA T ION' AND �,3TT,
INVERTS AS EXISTIP,'G, u
Is
�,uuri
k AE-Z
13
4
-ji�q -it -—REMOVED
-A
REMOVE 12"CVP %In STAGE I
DRIVEWAY CULVERT AE-7 UD
IS
E-16
SLOPE INTERCEPT AE-8 CL ll�'TY Ol I
AE-17TT TIPROPOSED R,W Zu SHY,
CL ITT TY D--/ lul ult -a 1,31%1% 1
UH
Di� I I
U AE-3
AS TT 1TR GONG ST
1% it v SURFACE
TL
u YT Tjz :a ORAI
LEGEND AE . "I',
M== EROSION MATCLASS I. TYPE A OR 8 %A tl 13 T1 1%
EMEZ2M tF
EROSION MAIECLASS 11 OR Ill � flEXCEPT 11, TYPE AT INSTALLED IMrt
u STAGE I
n
RIPRAP (HEAVY RIPRAP IF NOTEDT
Onu 11,413 11B ff
INSTALLED IN
EROSION SALE, DITCH CHECK Tg ru 'It TI ann T,
SILT FENCE' BUILD a 3 %1 20 STAGE I
SMALL TOPSOIL tj %I
BERM TO CONTAIN DITCH 'a n
WATER IN R,R n It T�u TF TT n 12
STA 13.50 - 14•00 u 1A
AE 9 '*u yi U
STAVE PRfiJECT NO fl550-QO-8O.8I
HIM STH 35 64 COUNTY: ST. CROIX DRAINAGE AND EROSION CONTROL PLAN STAGE 2
13 piov-2001 13:41 SHEET NO: 2-27 E
E, ;:I o0 T000
k:VtvosimAmSPr'aleats�g6_R556dG62tOE25Qkss.aye Pd „IA4-'d0O2
I
9
R • •
N
OFFSET
RD
NO.
ST UCTURE
TYPE
COVER
TYPE
TOP OF
CASTING
PIPE
MATERIAL
AND CLASS
y
y=
I
y ;y
y y
y
y
y
i
y
y
y y
y y INVERTS UNKNOWN!
yND INVERTS UNKNOWN
y
i NDKNOWN
y INVERTS UNKNOWN
SLOPEMATCH EXIST. INVERT AND
1MATCH
EXIST. INVERT AND SLOPE
y
y•
y
REF
STATION
OFFSET
REF
TOP OF CASTING
STATION
COVER TYPE
REF
OFFSET
STRUCTURE
STATION
TYPE
OFFSET
'
PIPE NO
PIPE CLASS
;
STRUCTURE
v
4 1
a 1 Y
--.—._..®
TYPE
---
r
1
PIPE DIA
1 Y
'
e
v l
l e
PIPE DIA
"
r
1
f 1
Y g
Y
P
1
INVERT OUT
INVERTIN
INVERT OUT
INVERT IN
PIPE LENGTH
1
INVERT OUT
STATE PROJECT NO: 1550-00-80, 81 HWY:S!H 35 / STH 64
COUNTY: ST'.CROIX
STORM SEWER CONSTRUCTION PLAN
ISHEET NO: 2. 2 S3 E
rke xuc : L;m, Watean.Pll,e fVD5.. 1550GO02. 022501,.s..QCn
nm urz.
14 ....Y 200 11.4 ea: ,.ert.
nal2.OG0006.i.00GG00
�pT/CMAS %&8 Q
L:\nia'ariMimVToi�tsVlfi. iS5C@@02\p233US..cr.67r
14--4-2002
a ( Q
ROAD ROAD IN
Eo
ROAD NOS
L._.
IOC FT 5� FT < > < C20-1 GZO-1 W21-61
\ 60' X 24' 48' X 24' 42' X 24•
LOOSE
GRAVEL
1 Sl1
�o`a+
,ao
(WHEN REOUREt
STATE PROJECT NO: 1550-00-BO,81
RIE � L,=Pacrastet
Law
SHOULDER
M1 ^aa
ApQi-
'r
(WHEN REOURED)
EIR
BEGIN PROJECT 1550-00-80
STATION 207„46,51
HWY: STH 35 / STH 64
(D
t
ES
Of
4G
c^
1 `
SFvO„�
COUNTY: ST. CROIX
GENERAL NOTES FOR TRAFFIC CONTROS,
ALL SIGN LOCATIONS ARE APPROXIMATE. THE ACTUAL LOCATION WILL. BE
DETERMINED IN THE FIELD BY THE ENGNEER,
DRAWINGS SHOW TRAFFIC CONTROL FOR A TYPICAL. SITUATION. ADDITIONAL
TRAFFIC CONTROL DEVICES MAY BE REQUIRED AND/OR LAYOUT DETAILS
MODIFIED DEPENDING ON CONTRACTORS METHODS OR SEQUENCE OF OPERATIONS,
TEMPORARYOR PERMANENT SIGNS WHICH CONFLICT WITH THE STAGED TRAFFIC
CONTROL PLAN SHALL BE REMOVED OR COVERED" INCIDENTAL TO CONTRACT„
EXISTING TRAFFIC SIGNS MAY REOU"IRE RELOCATION DURING STAGES OF
CONSTRUCTION AND SHALL BE LOCATED AS REOU'FED BY THE ENGINEER IN THE
FIELD- INCIDENTAL TO CONTRACT„
ROAD MACHINERY, TRUCK ENTRANCE, FLAGMAN AHEAD, ETC., SIGNS SHALL BE
USED AS NEEDED AND SHALL BE REMOVED OR COVERED WHEN THE ACTIVITY OR
CONDITION DOES NOT EXIST„ NO FLASHER SHALL BE USED WITH A COVERED
QctL
`WO" SERIES SIGNS ARE "W" SERIES EXCEPT THE BACKGROUND IS ORANGE,
DETAILS FOR MAINTENANCE OF TRAFFIC THROUGH MINOR INTERSECTIONS ARE.
NOT SHOWN.
LOCAL ACCESS SHALL BE MAINTAINED AT ALL TIMES,
TYPE VIBARRICADES MAY BE SUBSTITUTED FOR POST MOUNTED SIGNS It
SITUATIONS WHERE SIGN LOCATIONS ARE CONTINUALLY MOVING (SIGN STAND
MAY ALSO BE USEDJ
SIGNS FOR ADVANCED WARNING OR CONSTRUCTION SHALL BE PLACED IN
STAGE to OF CONSTRUCTION,
REMOVABLE TAPE SHALL BE USED WHERE TEMPORARY MARKINGS ARE. PLACED ON
PERMANENT PAVEMENT,
24TH STREET
GENERAL NOTES
DETAILS OF CONSTRUCTION NOT SHOWN ON
THIS DRAWING SHALL CONFORM TO THE
PERTINENT REOUIREMENTS OF THE
STANDARDS SPECIFICATIONS AND APPLICABLE.
SPECIAL PROVISIONS,
END PROJECT 1550-00-
STATION 338�00
PROPOSED STH 35+64
TO SOMERSET i NEW RICHMOND
9
T
Y (D AT INTERSECTION OF
CTH V AND ISOTH AVE
TRAFFIC CONTROL - ADVANCE WARNING SIGN LAYOUT
f@
NOT TO SCALE CSHEET NO: 2 . 2 '-:� I E
¢�Wt:
ROE w
rcn ua[. 4. UOUIIDU: Y. OUODUU
w xIt' um $tCCT a
NO
2-4
2-3
sc
®
P SING
z
REMOVE
V
AD PT
MG mp
BU 100K
GREGORY A.
BAER
0
X
CLOSED ej
co
300
N
310
fey
STH 35 64
\,A,
2-2
WW
BUMP
2-3
ADOPT
A
HGHWAT
2-12
REMOVE
NEW
LOCATION
1) THESE PLANS SHOW PESMANENT SIGNING
'l,
FOR THE FOLLOWING ROADWAYS MY:
2-5,
NORTHBOUND STH 35 / 64,
STA 3OO.CO TO PTA 33B*00
DEAD
- 24TH STREET
END
- ISOTH AVENUE
2} SEE TRAFFIC CONTROL FLANS FOR
TEMPORARY PAVEMENT MARKING 04 SrH 35 61
2-11
+m
�
2-T
WHI-IGH
SPEED
LIMIT P
(21
25
P2 10) 2-6
LLCENQ
ol PAVEMENT MARKING, 4-INCH, EPDXY, EDGELINE, WHITE
S T O
PAVEMENT MARKJNG, 4-INCR. EPDXY, NO PASSING. YELLOW
24TH STREET
RI-T (2)
EXISTING SIGN AND SIGN SUPPORT LOCAfl0l
NUMBER CF SUPPORTS SHOWN IN QUANTITY TABLE)
PERMANENT SIGN AND SIGN SUPPORT LOCATICN
(NUMBER OF SUPPORTS SHOWN IN QUANTITY TABLED
2-9
2-B
NUMBERED SIGNS AND SIGN SUPPORTS ARE LISTED
IN THE.QUANTITY TABLE
STOP
AHEAD
SIGN TO RE MOVED BY MUNICIPALITY
WI-6 t21
TRAFFIC FLOW
W3-1 q�
COUNTY: ST. CROIX
i
STH 35 f 64 PERMANENT SIGNING AND PAVEMENT MARKING
SCALE:
SHEET NO:
FILE NAME : %s--PP5lyFf!le.... %* PLOT DATE I'Lul by AM'. Wlc: HAIL : vrr prnarar : ur sr ILUI >UALL : WISDOT/CADDS SHEET 42
185
rT"\
18 4 176
0 000 0 CPO
/T
Lj— — — — —
CLOSED
iitKt
320 3P
7: % on,
STH 35 64
%
Id
3-1
SPEED
% EEDLIMIT
55
N
:9
IT
S R2-1(4)
D THESE PLANS SHOW PERMANENT SIGQNG FOR THE
FOLLOWING ROADWAYS ONLY:
PERMANENT SIGN AND SIGN SUPPORT LOCATION - NORTHBOUND STH 35 / 64,STA 300-00 TO STA 338-00
iNUMBER OF SUPPORTS SHOWN IN QUANTITY TABLE) - 24TH STREET
- 150TH AVENUE
X-X NUMBERED SIGNS AND SIGN SUPPORTS ARE LISTED
TABLE
IN THE OUANTITY 21 SEE TRAFFIC CONTROL PLANS FOR 9,3
TRAFFIC FLOW TEMPORARY PAVEMENT MARKING ON STH 35 64
WI
IF
!V
CLOSE
6A
SJH 3S
LLqENQ KT
THESE PLANS ;SH��MANENT FOR THE
TRAFFIC FLOW -
FOLLOWING DO
TS ONLY:
=> 'S
NORTHBOUND STH 35 1 64, STA 300,00 TO STA 338*00
24TH STREET
4=3
150TH AVENUE
=:C,
2F SEE TRAFFIC CONTROL PLANS FOR
TEMPORARY PAVEMENT MARKING ON STH' 15 / 64
Sl
STATE PROJECT NUMBER: 1550-00-80,81-
HWY: STH 35 64
COUNTY: ST. CROIX
STH 35 f 64
PERMANENT SIGNING AND PAVEMENT MARKING
SCALE:
SHEET NO: 2.-3 2
E
FILE NAME desigrf i le.. PLOT DATE ss ... PLOT BY PI.tnser—** PLOT NAME -
ORG DATE originator : chat PLOT SCALE : ss ..... Pl.tFc.le.... .$%
WISOCT/CADDS SHEET 42
I
kl!
IV
'd
fo&o
g
ft-e
. 4;W-eW
GREGORY A. 'S
BA°ER
E-3U163
Miadleton, 4, Qj
wl �Ct
4-12
STOP
FL-1(2)
vi
68
0
m
4-1--F�
4-2
E
SPEED
DEAQ Y LI;MIT
END
35
LUI WIA-ION R2-1 0
LLJ
(ADDITIONAL SIGNNG FOR THE
SOUTH PORTION OF 23RD STREET
; BE FOUND ON I
:,OFCAN THE PERMANENTPACE SIGNING PLANS)
PAVEMENT MARKING, 4-(NCH, EPDXY, EDGELINE, WHITE
(D PAVEMENT MARKING, 4-INCH, EPDXY, NO PASSING, YELLOW
EXISTING SIGN AND SIGN SUPPORT LOCATION
INUMBER OF SUPPORTS SHOWN IN QUANTITY TABLE)
PERMANENT SIGN AND SIGN SUPPORT LOCATION
NUMBER OF SUPPORTS SHOWN IN QUANTITY TABLE)
X-X NUMBERED SIGNS AND SIGN SUPPORTS ARE LISTED
.4 THE QUANTITY TABLE
ID SIGN TO BE MOVED BY MUNICIPALITY
Cb
99
m
I
m
]so
A -
DEAD
END
W14-1(23
THESE PLANS SHOW PERMANENT SIGNING FOR THE
FOLLOWING ROADWAYS ONLY:
- NORTHBOUND STH 35 / 64,STA 300-00 TO STA 338-00
- 24TH STREET
- 150TH AVENUE
C3
a
rm
PAlNI!;JlT MARKING
1
C3
C3
,IT C3 CIO 'YJ
r H
0
0
4-T
4Q
STOP
P
AHEAD T I P REMOVE -') I
I
6 ZZ,
STATE PROJECT NUMBER: 1550- 00-80,81 1 HWY: 150TH AVE COUNTY: ST.CRDIX STH 35 / 64 PERMANENT SIGNING AND PAVEMENT MARKING SCALE: --�SHEET NO: 2 *3 31 E I
FILE NAME z ts .... desl� flle—.*l P40T DATE PLOT BY : *$._pjoh5Pr_$* PLOT NAME ORG DATE i 0119U-Ia4ol : DIST PLOT SCALE : SS...
WISDOT/CADDS SHEET 42
`qr r
E.3C1♦163te . * (W��FOUND
1Pil®Ie9
�
%
�
®T
A��•
"°`�, ��s� •« ®�
\
\ C
(ADDITIONAL SICKING FOR THE
NORTk PORTION OF 23Rp STREET�
BE FOUND ON f1✓X
PSIGNING
gFNTHE PERMANENT PLANS} 7�J?.✓!? L.! 1
s
N
K
o-i
M
s
N
4
N
a
N
R
=S
N
Q
x
FILE NAME Ss,>,.4esig file....ss PLOT DATE ss.,.Piottlr,pgata.,,ti PLOT BY ss...olatuser..-ss PLOT NAME ORS DATE Oe-Ipinator pl st PLOT SCALE ; ss.....plaxuota....„ss
VNSOCT/CADDS SHEET 42.
w
18El I
7
290
0
MY:
�.t 7 7-/ PAVEMENT MARKING, 4-INCH, EPDXY, NO PASSING. YELLOW
L MV'rojKtstD6, 15500002\02450 L- M. Tn 26-NOV 2NN
4" YELLOW LANE L.IRE—//
285
4' WHITE EOGELINE
NrT
0
R,
m w
41* YELLOW LANE LINE
4' WHITE EOGELm3txt
LEGEND
5
DELINEATOR POST WITH CELINEATOR
(WHITE ON RIGHT, YELLOW ON LEFT)
DIRECTION OF TRAFFIC
2a-
STATE PROJECT NO: 1550-00-80, 81
AWY: STH 35 STH 64
COUNTY: ST. CROIX
PAVEMENT MARKING - MAINLINE STH 35 64
SHEET NO:
CAP
L 1FXDO02Y024H2-m6r
26-10-2SOI 13:41
EXIST STH 35/STH 64
300
-310
- - -
- - - - - - - - - -
- -
STH 35,STH 64
IL
4 ECGEL
WHITE
4 YELLOW LAND LINE
5
(2
EXIST STH 35,STH
64
7 7 :7
325
315
320
------------ L--
-
- --
- -
- - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - -
------------
r
4- WHITE EOCEUNE4�
4� YELLOW LANE LINE
LEGEND
DELINEATOR POST WITH DELINEATOR (WHITE ON RIGHT, YELLOW ON LEFT4
C==> DIRECTION OF TRAFFIC
HIT
m 60
—MEMO
----T--
PROJECT NO: 1550-00-80, 81
HWY STH 35 STH 64
COUNTY: ST. CROIX
i
PAVEMENT
MARKING MAINLINE STH 35 64
ISHEET
NO:
2. -3C
STATE
M rtu UT,cr Total, rn 26-Nov-1001 13:51 0* DVE
Rol
W�oTrtEWS. WIT 0
L t"10'OSt Qfiw\Pl0jMtl\DG . ISSMOM24503-m,d, 26413V2001 14:55
325 . .....
S 7 13-7
4' WHITE
—7-1 ---I
EXIST STH 35 /S TH 64
m
m
V-- 335
P.
340
T ON
Suc
FuWRE CONS7
tli
4' YELLOW LANE LINE
NDTE: ALL SIGNS HOT RELEVANT TO
THIS STAGE SHALL BE COVERED,
INCIDENTAL TO CONTRACT FEET
STATE PROJECT NO: 1550-00-80, 81
IRE �k LzfmicastwiontProlectvO5.155=
EXIST STH 35/-STH'64
LEGEND
DELINEATOR POST WITH DELINEATOR (WHITE ON RIGHT, YELLOW ON LEFT)
C==> DIRECTION OF TRAFFIC
HWY: STH 35 / STH 64
COUNTY: ST. CROIX
0 PIP m I
PAVEMENT MARKING MAINLINE STH 35 64 SHEET NO: 2-37 E
Rol
I
d0
44
TRAFFIC STAYS ON EXISTING SIN 35 , 64
- EXISTING STH 35 , 64 PAVEMENT IS WIDENED FROM STA 245�00
TO STA 315.00 DRUMS WILL BE PLACED ON THE NORTH SHOULDER
TO PROTECT AGAINST GRADING OPERATIONS
MARKINGS ARE SHIFTED NORTH TO PROVIDE 2-12' LANES A 3' MIN. PAVED
SHOULDERS. MARKINGS WILL. BE OFFSET FROM THE PAVEMENT CROWN,
MARKINGS WILL INCLUDE 2-WAY REFLECTORS.
DRUMS WILL BE SHIFTED TO THE SOUTH SHOULDER OF EXIST STH 35,64
TO GUARD STH% TRAFFIC FROM GRADING OPERATIONS.
- EXISTING STH 35 , 64 SHALL BE RESTRIPED FOR THE ENTIRE LENGTH OF
THE PROJECT WITH TEMPORARY PAVEMENT MARKINGS
- TRAFFIC UTILIZES LANE WIDENING AREA, THEN CONTINUES
ALONG ON THE EXISTING STH 35 , 64,
BEGIN CONSTRUCTION OF STH 35 , 64 E.B. LANES,
STATE PROJECT NO: 155O-OO-8O,81 HWY:STH 35 l STH 64
SC xAI( r L::�l crostatiCncPta iects'U5..I5SCG0g2;02Sgqi..tc.Ccn nn e.c;
I50TH AVE
EZI WORK ZONE
COUNTY: ST. CROIX ( TRAFFIC CONTROL OVERVIEW - STAGE to
c01 QB.zS PG OA TF [ ROT ; o 6D'y lmB
"IOHQ: ZApUWU:
a m F£Ci `a0 t`A
4E
SHEET NO: >�a g� E
qca
tYMivUWS 44Ht Q
P,
CUT- I3.841 CY
FILL: 11.288 CY
HAUL: 2,553 CY TO 150TH AVE. STA 19.00 TO 30.50
CUT: 1,7BI CY
FILL: 55.349 CY
753.56-7 CY
2,553 CY FROM 24TH ST
51,014 CY FROM ED SIN 35 , 64
STAGE I EARTHWORK
STH 35 , 64 MAINLINE CUT: 132.047 CY
(STA. 275.00 - 338.00) FILL: 62.160 OF
HAUL: 51,014 CY TO 1507H AVE. STA 19.00 TO 30.50
WASTE: 18.873 CY
24TH ST
(STA. 0.00 - 21.91)
150TH AVE
(STA. 19.00 30.50)
rs
Pr
0,5,
STAGE 1B NARRATIVE
- TRAFFIC STAYS ON EXISTING AND WIDENED STH 35 r 64
- 150TH AVE TO THE EAST IS CLOSED. 24TH ST TRAFFIC IS STILL COMING OUT
ONTO STH 35 , 64 DIRECTLY
INSTALL TEMPORARY CULVERT PIPE UNDER 24TH ST, WIDEN 24TH ST
TO MAINTAIN TRAFFIC FLOW DURING CONSTRUCTION.
PROPOSED 24TH ST AND EAST 150TH AVE ARE GRADED AND CASC IS PLACED.
24TH ST TRAFFIC IS SWITCHED TO THE NEWLY CONSTRUCTED 24TH ST..
AND DIRECT ACCESS TO STH 35 , 64 IS REMOVED. OBLITERATE OLD 24TH ST
AFTER ACCESS IS REMOVED
GRADING AND CABC ON EB LANES OF STH 35 , 64 FROM
STA 278.00 TO 33B'00 IS COMPLETED
STRUCTURE 6-55-192: BOTH ABUTMENTS & PIER ARE BUILT, BEAUS FOR
EAST SPAN ARE SET. MATERIAL FOR ABUTMENT GRADING SHALL COVE
FROM ED GRADING OPERATIONS. TRAFFIC IS PASSING UNDER WEST SPAN.
CONSTRUCT TEMPORARY CROSSOVER AT STA 329'00 TO 338.00 -,-
AS CLOSE AS POSSIBLE TO EXISTING STH 35 , 64 WITHOUT AFFECTING
TRAFFIC FLOW FOR STAGE 2 TRAFFIC SWITCH.
PRIOR TO FINISHING CONSTRUCTION IN THE FALL. PLACE TEMPORARY
BEAM GUARD ON EXISTING STH 35 , 64 FROM STA. 294.00 TO STA 316-00.
REMOVE DRUMS IN SAME AREA.
STATE PROJECT NO: 1550-00-80, 81 HWY: STH 35 / STH 64
L:
OBLITERATE OLD ROAD
0,
END PROJECT 1550-00-80
STATION 338.00,
W.B. LANES
r 041��
COUNTY: ST. CROIX
001 08:27 UVPM
� E.B. LANES
PROPOSED STH 35 , 64
OBLITERATE -OLD ROAD TO SOMERSET , NEW RICHMOND
TRAFF[C CONTROL OVERVIEW - STAGE IB
ROT w; '; =17 - 1n us:
SHEET NO: E
ry
h
,
r
G
BEGIN PROJECT 1550.00.86
STATION 270.46.5I
O
nn y
Ell
' `
END PROJECT I550•00•60
•
;,. ' '- _
�' ry
-
PAVEMENT WIDENING
STATION 33
C
".: - "'
1SOTH AVE OVERPASS
Y!
6�, �� •. . - '"'—
.� -��. _
.� B-55.192
_
,•
,_ W.B.
LANES
s �,,, _
la
'.
OBLITERATE
r
OLD ROAD—
E.B.
_
LANES ;.
_
06LITERATE
OLO ROAD
PROPOSED STH 35 r 64
TO SOMERSET r NEW RICHMOND
12
_
r
STAGE 1C NARRATIVE
PROPOSED
PAVE ASPHALTIC PAVEMENT FROM
---1.24TH
STREET .-.
M
- CONCRETE STA 278.00 TO STA 294.00, STH
35 r 64.
- PLACE P.C,C.PAVEMENT FROM STA 294.00 TO 338.00 EB STH 35 r 64.,
ry
- PAVE ALL OF 24TH ST. PAVE 150TH AVE FROM STA 24.00 TO STA 30^77THE
EAST,
UNDER TRAFFIC.
- FINISH GRADING AND PAVE, UNDER TRAFFIC. THE CROSSOVER FROM
SSA 331.00 TO STA 338.00 -+-.. PAVE ASPHALTIC CONCRETE PAVEMENT
ON CROSSOVER.
EZI
'b'/� ZONE
WORK Z O N E
- CONSTRUCT UNDER TRAFFIC THE CROSSOVER AT STA 270.50 TO
STA 2T8.00. PAVE ASPHALTIC CONCRETE PAVEMENTON CROSSOVER.
- SWITCH TRAFFIC TO NEW EB STH 35 e' 64 LANES AT STA 270.46,
& CROSS TRAFFIC BACK ONTO EXISTING STH 35 . 64 AT CROSSOVER
AT STA 331.00 TO STA 338rv00 •.r .
a m FEET R* m
SC4E
STATE PROJECT
NO: 1550-00-80, 81 HWY: STH 35 f STH 64
COUNTY: ST. CROIX
TRAFFIC CONTROL
OVERVIEW STAGE
IC
SHEET N0: E
rt[nsrc: L:^nic:'o5tctzonvP�njectsvG5.1$5GCCO2.G2SGQ3..tC.ag*
an are:
23-h1)Y'2CP. a8:29 ox: carF:
ctcr nee[:
aaxs�Arw:
n:r uwr.:
2.000Q4Q:I.QQ6COQ kk
65paPrCem$ M Ul 0
-
ryQf,EryJF.
BEGIN PROJECT 1550-00.84
04,
STATION 276.46.51
n t
W
�
'CREATE CUL.-DE SAC
'C�Q6
'REMOVE DRIVEWAY
- OBLT
OBLITERATE OLD ROAD
PROJECT 159 p. 00.80
SSTATIpi 338.00
S
QE .
4.
„- '-� 'axx. ^' -„_
- kxx Kicxxx
., 150TH AVE OVERPASS
6-55-192 N.B. LANES
V 91.
,.
^
r
�
" REMOVE OCR ASPHALTIC PAVEMENT
\
� � �
�� + _ E.B.'LaNES..� ; •.
,..-�Q4.S' '_i••. ;r" ,.'- .':,`�
PROPOSED STH 35 r 64
TO SOMERSET . NEW RICHMOND
STAGE 2
EARTHWORK
STH 35 i 64 MAINLINE
CUT: 90.276 CY
15TA. 245.00 - 338.00E
FILL; 11,847 CY
P-AUL.TO AVE.
[�`' y
STAGE 2 N AR RA T IV E
30.460 CY ISOTH STA 7.00 - 17.00
wADL: 5.000 Cr TO OLD 250TH AVE
.
WASTE: 42,969 CY
- STH 35 . 64 TRAFFIC IS USING NEW ED STH 35 . 64 LANES. BI-DIRECTIONAL TRAFFIC
WILL. REMAIN ON THESE LANES UNTIL ALL CONSTRUCTION IS COMPLETED TO 38TH ST, (FUTURE' PROJECT).
150TH AVE
CUT: 80 CY
(STA. 7-00 - 17.001
FILLD 3D.540 CY
- GRADING, CABO. AND PCC PAVEMENT IS PLACED ON WS STH 35 . 64 FROM CIA, 300.00 - 338.00.
- 30,460 CY
-
30.460 CY FROM WE STH 35,64. STA. 295.00 - 338.00
- CROSSOVER FROM STA. 295.00 - 300.00 LT IS FINISHED AND PAYER
(ry ZONE
WORK ZONE
0 CY
- REMOVE PAVEMENT WIDENING ON NEST END AND REMOVE OLD ASPHALTIC PAVEMENT ON STH 35 z 64
OLD 150TH AVE
CUT: 0 CY
FROM STA 275.00 TO STA 297.00
FILL: 5,000 CY
- 5.000 CY
- 23RD STREET CUL-DE-SAC IS BUILT.
• 5.000 CY FROM WB STH 35,64. STA. 295.00 - 338.00
0
- 150TH AVE FROM 7.00 TO 17•QD. AND OLD 15DTH AVE COS ARE BUILT AND PAVED.
- STRUCTURE 8-55-192: BEAMS ON WESTSPAN ARE SET AND BRIDGE IS DECKED AND COMPLETE@. FLAGGING
n Ya0 FCEi Sao YSs
g
OPERATIONS WILL BE REQUIRED TO DECK BRIDGE WITH TRAFFIC PASSING UNDER EAST SPAN,
uui�
c STATE PROJECT NO: 1550-00-80, 81 NUY: STH 35 / STH 64
COUNTY: ST. CROIX TRAFFIC CONTROL OVERVIEW -- STAGE 2
SHEET NO:
ne noF WE
n r"zaaF aaoee w:w*[: n.oa n.u[: ceaaicw: MCI sc¢[:
z.oacaoa:z.cuava
Y$Jt![I� 51([Y 4y
L: Rni F5tati m\Pl0iXCtsV%_ ISS00002\026002.. stN-,AW-200215:26
(150TH
AVE ACCESS TO WEST
V �A✓
TO REMAIN OPEN AT ALL TIMES
ABANDON CATTLE PASS TO
.
_.
DURING THIS STAGE
CONSTRUCT TEMPORARY WIDENING.
,. 4/ �•
TO BE REMOVED IN STAGE 2
ROAD
CLOSED
RESTRIPE TEMPORARY
LRID-2
''WIDENED ROAD WITH
"TEMPORARY
EXTEND CULVERT FOR TEMPORARY''''"'.�
./
y" `
98'"X 30`
PAVEMENT
WIDENING. CULVERT TO REMAIN `�.,.
• _,"
REFLECTS AtiG 2-WAY
REFLECTORS
=
"
OPERATIONAL ut1Tlt STAGE
®y
EXIST STH 35 i 64
a
310
REMOVE EXISTING PAVEMENT
MARKINGS. ST4;254 •(7O TO
STd 316^00
� t
d�
NOTE:
ALL SIGNS NOT
RELEVANT TO
4X�:
THIS STAGE
SHALL BE COVERED^
INCIDENTAL
TO CONTRACT
NET
�
\� TRLE
RESTRIPE TEMPORARY
WIDEN CO ROAD WITH
PROTECT SHOULDER WITH BARRELS
TEMPORARY PAVEPENT
DURING TEMPORARY WIDENING
-�•
MARKI'.NGS
CONSTRUCTION
150' Soo,
_..
....... • ... ._�.__. _....1......._...
_
_ .._ �._
EXIST STH 35 64
..— . .
315 7
f
""o
320
325,
LEGEND
WORK ZONE
* REFLECTORIZED PLASTIC DRUM
REMOVE EXISTING PAVEMENT
MARKINGS. STA 294.00 TO STA 316^00
RPSPRIPE EXISTING STH",Q ,
ROAD
f REFLECTCRIZED PLASTIC DRUM WITH
TYPE "%" FLASHER
..
TC END OF PROJECTWITH
TEMPORARY PAVEMENT
. WORK
SHOULDER ,.A
4EAD
i---+TYPE III BARRICADE
MARKINGS •. •.'
�
47—+TYPE III BARRICADE, WITH SIGN
ci POST t10UNTED SIGN
MIIIa iftdFFTC FLOW ARROW
_
-NOTE: IF ROAD ENCROACHES'
INTO `
xxx PAVEMENT' MARKING REMOVAL
:-` '_ _ •--
DRIVING LAN, USE "ROAD NARROWS'
" ._
&F2"F
--'-- TEMPORARY PAVEMENT MARKING
�"
- INSTEAD OF "SHOULDER WOfttt'
_
0 M'
-•
Im—
FA
WITH REFLECTORS (2-WAY"
-
SGKE
STATE PROJECT NO: 1550-00-50, BI HWY: STH
35 / STH 64
COUNTY: ST. CROIX
TRAFFIC CONTROL PLAN STAGE IA
SHEET NO:
�, q �
E
n[ ws'.: t::vecrastotienrPrajc:PseCS_15509002:026A02..si.CSn
aee wrs: 14�Jxt-2002
15:16
m: ua 7 <.ouuuuua.uuuu uu 15DptKWX 9iEf @
m
PRIOR TO END OF CONSTRUCTION
SEASON. INSTALL TEMPORARY
BEAM GUARD V4D REMOVE DRUMS
PRIOR TO END OF CONSTRUCTION
SEASON, INSTALL TEMPORARY
BEAM GUARD AND REMOVE DRUMS
NOTE: ALL SIGNS NOT RELEVANT TO
THIS STAGE SHALL BE COVERED.
INCIDENTAL TO CONTRACT
PLACE DRUMS 04 SOUTH SIDE
OF EXISTING STH% DURING
CONSTRUCTION
L: \Mic,tAt aNKProj�tSM06. 15500002\026004, 51. dPn 14-JM 2002
ISOTH AVE ACCESS TO WEST
TO REMAIN OPEN AT ALL TIMES
DURING THIS STAGE
R11-7
49" X 30'
EXIST STH 35 r 64
0 40 1*7
310
CONSTRUCT BOTH ABUTMENTS
AND PIERS FOR STRICTURE B-55-192, ODl 'o
CONSTRUCT EAST SPAN AND DECkING ly
FEET
EXIST STH 35 64
315 320 325/
U EG END
'CR' ZONE
WORK
I ZED PLASTIC DRUM
)W REFLECTORIZED PLASTIC DRUM WITH
TYPE "C" FLASHER
-F-rt�TYPE III BARRICADE
+�+TYPE III BARRICADE, WITH SIGN
=0 POST MOUNTED SIGN
TRAFFIC FLOW ARROW
xxx PAVEMENT MARKING REMOVAL MET w
TEMPORARY PAVEMENT MARKING
WITH REFLECTORS F2-WAYT HAU
L TRAFFIC CONTROL PLAN STAGE 113 SHEET NO:
STATE PROJECT NO:1550-00-80,81 HWY: STH 35 STH 64 COUNTY: ST. CROIX 2-4
IMOTAUm RUT Q
I: T ,a,oS"iw1Pro,KtS\D6. 15500002\076005. s➢ . dgn 14-J4N-2002 IS
E
9
EXIST STH%
No]
NOTE: ALL SIGNS NOT RELEVANT TO
THIS STAGE SHALL BE COVERED.
INCIDENTAL TO CONTRACT
LEGEND
WORK ZONE
REFLECTORIZED PLASTIC DRUM
REFLECTCRIZED PLASTIC DRUM WITH
TYPE "C" FLASHER
+--+TYPE Ill BARRICADE
4-=+TYPE Ill BARRICADE, WITH SIGN
POST MOUNTED SIGN
NNW TRAFFIC FLOW ARROW
x x X PAVEMENT MARKING REMOVAL
TEMPORARY PAVEMENT MARKING
WITH REFLECTORS Q-WAY6
FELL
0 51
w
m
STATE PROJECT NO: 1550-00-80, 81 I HWY: SIH 35 / STH 64 COUNTY: ST.-CROIX TRAFFIC CONTROL PLAN - STAGE 16 ISHEET NO: 2.
L: -OW
r
1 jA
ti
Ai �
V�
MAINTAIN ACCESS TO STH35/64
AT ALL TIMES DURING THIS PHASE
A
AVE
m
LEGEND
WORK ZONE
REFLECTORIZED PLASTIC DRUM
REFLECTORIZED PLASTIC DRUM WITH
TYPE 'C' FLASHER
4--+TYPE III BARRICADE
t-! TYPE III BARRICADE, WITH SIGN
=0 POST MOUNTED SIGN
80110�TRAFFIC FLOW ARROW
xxx PAVEMENT MARKING REMOVAL
TEMPORARY PAVEMENT MARKING
WITH REFLECTORS Q-WAYI
NOTE: ALL SIGNS NOT RELEVANT TO
THIS STAGE SHALL BE COVERED,
INCIDENTAL TO CONTRACT
HWY: STH 35 / STH 64 1 COUNTY: ST. CROIX ITRAFFIC CONTROL PLAN - STAGE 113
24-jNi-200215:11 KQT�(p, Tm
"I t :
7
m
IRA:,
30
ROAD
CLOSED
,m.__
RIF2
48' X 30'
SCALE
SHEET NO: P. 4
m-lmzrl-4w-'rW
9
t.
ISOTH AVE ACCESS TO WEST
TO REMAIN OPEN AT ALL TIMES
DURING THIS STAGE
PLACE DRUMS ON SOUTH SIDE OF
EXISTING STH% DURING
CONSTRUCTION, DRUMS TO BE REPLACED
WITH TEMPORARY BEAM GUARD
ROAD
M=
CLOSED
AT END OF CONSTRUCTION SEASON
RII-2
48" X 30"
------- —
---- ---------
EXIST
STH 35
64
300
310
CONSTRUCT BOTH ABUTMENTS
5
AND PIERS FOR STRUCTURE B-55-192.
CONSTRUCT EAST SPAN AND DECI ING
THIS STAGE SHdtt 6E COVERED.
SGIE
�-77
EXIST STH 35 A 64
325,
315
320
LEGEND
'OR,
REFLEC70RIZED PLASTIC DRUM
AT REFLECTORIZED PI-ASTIC DRUM WITH
TYPE "C" FLASHER
+--+TYPE III BARRICADE
F=— TYPE III BARRICADE, WITH SIGN
�7 POST MOUNTED SIGN
=040� TRAFFIC FLOW ARROW
X PAVEMENT MARKING REMOVAL
TEMPORARY PAVEMENT MARKING
WITH REFLECTORS Q-WAYb
STATE PROJECT 10: 1550-00-80, 81 FHWY:
STH 35 f STH 64
COUNTY: ST. CRM
TRAFFIC CONTROL
PLAN
STAGE IS
ISHEET
NO: ;2. q cj
E I
L y,,N ostat
14�JAN.Zoo2
nay
lyy z
OWTAND05 WET Q
s Il .aq, 14,,M-26C2
CONSTRUCT CROSSOVER THIS
STACE, UNDER TRAFFIC.
FLAGGING OPERATION REQUIRED
R
I
2
L -sZ,OqN 06-WR-2002 07:,
TYPE 'C- FLASHER
+--+TYPE III BARRICADE
4�+TYPE III BARRICADE. WITH SIGN
POST MOUNTED SIGN
NOTE: ALL SIGNS NOT RELEVANT TO
TRAFFIC FLOW APRON THIS STAGE SHALL BE COVERED.
XXX PAVEMENT MARKING RFMOVA C INCIDENTAL TO CONTRACT
TEMPORARY PAVEMENT NARKING
WITH REFLECTORS (2-WAYI.'
rf DRIVEWAY ACCESS TO BE
, >
MAINTAINED AT ALL TIMES
ROAD
CONSTRUCT CUL-DE-SAC ONLY
CLOSED UPON COMPLETION OF 150TH AVE
R11-2 BRIOCE. LOCAL TRAFFIC TO USE
48, x 30", 2'RD STREET AT ALL TIMES UNTIL
><
. . .......... .......
... . .......
285 .
T-yp
------------ ------------- I— lk i 1 9k a
\-23RO ST TRAFFIC TO USE --OBLITERATE OLD ROAD
TEMPORARY ACCESS ROAD
STATE. PROJECT NO: 1550-00-80, 81 HOY: STH 35 STH 64 LLUNTY. ST. CROIX TRAFFIC CONTROL PLAN STAGE 2 SHEET NO: 2
FIE ft" L:imicrostct;ontProjectstD6.1550O062i026101.s2,dgn 06-04R 2002 01:4E OK
23-NEN-2601 09
9
REMOVE PAVEMENT WIDENING
CONSTRUCT WEST SPAN AND PECKING S
FINISH STRUCTURE 8-55-192 THIS NSTAGE
300
r- 7!
NOTE: ALL SIGNS NOT RELEVANT TO
THIS STAGE SHALL BE COVERED.
INCIDENTAL TO CONTRACT
PAVEMENT WIDENING
A.
315 320 325,
mi, A I
WOW
NNOW WOW
LEGEND
WORK ZONE
RErLECTORIZED PLASTIC DRUM
)If REFLECTORIZED PLASTIC DRUM WITH
TYPE 'C" FLASHER
+--+TYPE III BARRICADE
4=`h TYPE III BARRICADE, WITH SIGN
—7COF POST MOUNTED SIGN
M9410 TRAFFIC FLOW ARROW
xxx PAVEMENT MARKING REMOVAL FEET RO
TEMPORARY PAVEMENT MARKING
WITH REFLECTORS Q-WAYp
STATE PROJECT NO: 1550-00-80, 81 H Y: STH 35 STH 64 COUNTY: ST. CROIX TRAFFIC CONTROL PLAN STAGE 2 SHEET NO:
F" x" :. 1n .11 23-PCY-ZOOI 03:54 AN w . : Wrcw m - -- r uv : 2.000000:1.010000
r j
VERTICAL
NOTE: ALL SIGNS NOT RELEVANT TO
THIS STAGE SHALL BE COVERED.
INCIDENTM- TO CONTRACT
RO
AD
R11-2
48' X 30'
Wl- 4 L
30" X 30"
�00r,
RET
w
scuE
E,: \%c,,ost a, m\FTo,eets\O6_155OD002%026103, S2,dgn
DRIVEWAY ACCESS
TO STH% TO REMAIN
IKW_�TYPE IMPERMANENT BARRICADES
--SEE ADVANCE WARNING
SIGN LAYOUT
+--+TYPE III BARRICADE
i= l TYPE III BARRICADE, WITH SION
POST MOUNTED SIGN
Willb-TRAFFIC FLOW ARROW
xxx PAVEMENT MARKING REMOVAL 'FEET
TEMPORARY PAVEMENT MARKING o $0 w
WITH REFLECTORS tit-WAYV
SCAU
STAGE 2 SHEET NO:
HWY: STH 35 / STH 64 COUNTY: ST. CROIX TRAFFIC CONTROL PLAN
STATE PROJECT NO: 1550-00-80, 81 2-.53
Rf w[ L: 14 JAN-2002 15:26 1C DAN Rot o�xalw VI SWET Q
CLRK 41
♦ v Wtl462
0 =6
L = 2L50
RLus
=8202
C = 2D.K
R
a
.r
Rl
&+ [tRYC 7
a ; 12'4057.0 tT3
c: T = 4I7.785'
t = 92WP
E ; 4L484'
R : 200100•
Y C : $19.253'
C8'N 56 M'40.YE
DB : N 67 3T&6• E
DA : N 44 569L5` E
k'464.NLI4AR�W
E: L25855224%
QfK 2
F'. T = NT.I34
E;Od
LM
- R c 5730.000
,s C = 2941R
Ll
43`P,E 44-4 2R' E ClRYE S
41•SY41S' E♦;,A«C 4T1
TA.286,41,2 Q 4.69L5762 T p0756�
,802..7TT0 STR 285a00m.587.4275 R : 68M494
StA207,94Z •8325559M9272 e N }�4'Sdtt.t'9Cu?53 PIS STA332«3668
CtReE 3 k 467.97&5346
pp22 E: M,0062R6]
0 ` p•2 v k 467,SSZ70PCs SIC 1A0/
2
7 : 22L600 E: L259.294.5402
EL = 4417q1176 PT 5 STA. 342e2&91
R : IMIRT34 It 46SM5.9793
44pp gg L L260.4833024
N WC13 4'
CURVE (D
e M52Z tD
0 = M22
E ro
C 1T52
L8 x S 77i�m1+5SxA' ([
DA : S M'043'4ar
PID STATda55,45
k 466.04T.D595
C L257,750,53%
PC D STA.O«6733
k 4% 66"9
C k ST&f 3545
k D M ,4*15�42.90
k %6A39,4862
C t257103&3343
aRrE tt
♦ : 74.3t37.r RD
gp c 7�40�
E = 285�d48
RRC : N 000
C8 = TZSS` E
E
QUA $ S 1PM07.2'
466=7994
C 6257.57MO
PC 4" STA. ID,30$
Pt 46U&%%
E: L257.5544085
PT 12 SPA MM43
C 1257,65LU33
-4. STH 35 , 64
PC a
PI
CUM 4
Dg��g 5 tiW
l e $b 324
eR = �SRTp29M578
0A ' Po A-330,87, E
%4 STAQSZ] .78
k 46!C572S73
E: 74 ST& 371.7
PC 4 5TA.3$F72S6
k 46T.R0.3594
E: L25 STA. T251
PT 4 OT 339•$Z68
Pt 46&.4(& f0
E: L260.405.6384
L';".58a9j7o
05• EA.3 -WO
4x2802
M4030
STA.3m«3&533814124.49Y9811SlkN>8L71
644.06D6
y STATE PROJECT NO: 1550-00-80, 81
rtEnwE: Cxnicrasf aRiansPrajectsxD6.IS5000
ame a
Q = R4Pf9.0'
E =
C SR &.�
DA PID SWSW
•�'P�
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k 4GLM=4
L 6257.90L29M
PC 13 STA.WMM
k 45942
L' 125T,8416b1
PT E3 STA.I4*203T
k 466OLSM
C p25T,9VMS5
G wrm ...•
ii
spTNK 6
Pp556777Q3`9tn
T`E eR7P
R = 5730.000
CpCOg ; 294.p6857gg
DA % R 44fx4• �C
HWY: STH 35 t STH 64
nm wrz ;
6DW
CLRYE KEY _.
0 = DECKE OF CiRd
T c TAILENI tE%7H
ExT6 tigT
CB : pCp1k��Rb 1R�
DA = CNtCTM AtEb
',. PI P9/TT CF BTTERSECTO
it PINMTHK
C PIEAST
PC POW OF CtRVARK
It PC NWTW
C PC EASTI
PT PONT OF TANGENCr
it PT NWK
L° PT EASTK
STA. 4+92.79
N: 466.24Y.1600
f(/ E: 1,256.i14.42Y0
PC 10
--Pl a0
€ 150TH AVE
STA. 10«00.00
N:. 466.Ix1.a660
E: 1,257,543. 4110
PT 12 U V
PC xa Pq OLDZOTH AVE
T xx
PC 11-1
PC 1I,
Pi 7 LRV 6
PC 6- Pl I
n LTNE F
� F
N 4(`Si^18" E
S
PT T
ZURVE 7
M
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11AtTt
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7 = 355.R
t
E :1
R :25 f68
N 5fW60T256' E
Piz STA5.49,78 E
k 465.4693898
E: 1257.53L6929
PC T STA2<44.01
k 465,UB773
E: L257,51SR75
PT T ST0.1e M?
k 46USLSt9
E: 4257.86T3683
UA4Yt $
_ • B4�m9r to
e 71/.5158
Pv06512L352t357.1$
N: 452
E: L2SSTX4
PC $ STA 9«4693
W. 46i282.9245
P Lr zs-7
PP 8 .32.79r, d
PC 455,369-348
E: L?5[63643685
COUNTY: ST. CROIX
00A 07:47 = WE:
91
PT 3--/ . `...1.
J
®�qµ PC
RVE 3
E41n
`--PT 9
�1-PI 9
STA. 30+TT.24
Ec 466.143.9555
E: 1.259.3/9. 16d4
g z'rreTW
R a j21 9®
M 0 d p�055g' 254q. 63^- F[
= N �°48Mk0't
P19 STA IA.BT.44
k /-S.R T.6B94
E: 4258.0T19498
PC 9 STA 9>64.95
k f65.iTt37T
E: L25 SIC .2627
Pi 9 5TA20e84.D4
k 965.9716238
E: L25s.e34.4r59
at
3
13
CUiYE Q
13
♦ 23•dMPtTI
D e B544J.4•
♦=H'5M&4•CRT,
1 = ITS
0 e 6.5907.9•
I - I44.36
L ; 334.797
E = fLYii
t - x8S.708
u,.
R = 82p.209
E = R549
R : $20208
C a 337-373
f8 = Po $3'Dt06.0 E
C = 2$C26B
CB : N 8t' sr E
DO : 5 85'03'48A• E
OA = N 7Pp40.3° E
CE ; N IPp'W.3' E
P712 STA.22,28A5
DA = S 8&°50'30.5 E
P113 STA2T« M
k 465.980.4395
Et L2585x6444i
k 466,6058T3
C L251DWS21
PC P STA, 20'SSBB
k 46M952728
K 13 SM26.07.77
E: LM5 35=4
k 466.lmm
E: L25&88S.C452
PT 12 STA23,96.48
k 46&035.9886
LE.
PT 13 STA. 28,5148
7258d85JB1
k 466.NT.6TD2
(: L254.649388
Y
O
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ALIGNMENT PLAN
R04 R : 00@itP[R
L: 706-MM-2002
07v7
77�
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PT
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7'4
xaE
SHEET NO: , S
i00
L:NalaastatimVkoiectsVY.15500002\027202,ad. 69a 06-UM-2002
.asa...................m..................ma...w.....m..............m...........
LIFE A (WAINLINE STH 35 a 64)
List STILI7.0 STIL3 „PPLI,2.4.0 PRL1.0 PRL2,C PRL3,C PRL4.0 PRLS
List .0 .PRL6.0 .PRL134X eTMPI.0 , TUP5,STAEOI.STA , 6T5.95.4619801
List „C ,TUPT,CEAL260
Layer I
asaai.......%I.........a.a...........e........................................
STILIT N 463826.7180 E 1255484.8280 Z-99999.990 STA 270.50.36
Distance 41T.462' Bearing N 67®3T'08.6^ E
CURVE STIL3
PC N 463985.6T20 E 1255870.8436 STA 274.67.83
CC N 465911.7653 E 1255077.7146
PI N 464144.7488 E 1256257.1577 STA 278.85.61
TAN 417.785'
DB N 67'3T'08 A- E
DA N 44'56'12.4" E
LChord Distance 819.253- Bearing N 56'i6'40.1® E
External Distance 41.484'
Middle Ordinate 40.674'
Roditis 2083.000'
DEG 2'45'02.3'
DELTA-22'40'57.1-
LENGTH 824.628'
PT N 464440.4942 E 1256552.2486 STA 202.92.45
CURVE STIL3
sf Distance '911.737' Bearing N 44'56'12.4" E
Di PRL2 N 465085.9005 E 1257196.2320 Z-99999.999 STA 292-04.18
Distance 524.933' Bearing N 44`56'12.4® E
N PRL3 N 465457.4938 E 125T56T.0061 Z-99999.999 STA 297.29.32
Distance 929.629' Bearing N 44'56'12.4" E
PRL4 N 466108.4869 E 1258216.5639 Z-99999.999 STA 306«48.75
Distance 389.188' Bearing N 44'56'12.4' E
CURVE PRL1
PC N 466384.4124 E 1258491.8811 STA 310.38.53
'( CC N 454243.5525 E 12TO659.5569
PI N 466541.2802 E 125864B.4030 STA 312*60.13
0 TAN 221.600'
OB N 44`56'12.4' E
DA N 46'24'50.5" E
LChord Distance 443.163- Bearing N 45'40'31.4` E
External Distance 1.428'
Middle Ordinate 1.428°
X Radius 17188.734'
DEG 0.20'00.0'
DELTA 1'28'38.1"
LENGTH 443.1T6'
4 P7 N 466694.0606 E IZS8808.9170 STA 314.81.71
g CURVE PRLI
Distance 69D.846' Bearing N 46'24'50.5" E
CURVE PRL2
PC N 467170.3594 E 1259309.3251 STA 321*72.56
R CC N 471320.5254 E 1255359.1118
~T PI N 467801.3573 E 1259972.2630 STA 33"87.78
t.° TAN 915.229'
DB N 46'24'50.5' E
DA N 28'15'46.0' E
LChara Distance 1807.543' Bearing N 37'20'18.2" E
External Distance 72.638'
Middle Ordinate 71.T29'
R
DELTA-18'09'04.5"
LENGTH 1815.124'
PT N 468507.4778 E 1Z60405.6389 STA 339-87.68
CURVE PRL2
Distance 7192.045' Bearing N 28'15'46 A' E
CURVE PRL3
PC N 4T4942.1239 E 1263811.1882 STA 411*79.T2
CC N 4T3856.9048 E 1265829,7990
PI N 4T6111.1360 E 1264439,6571 STA 425*06.96
TAN 132T.239'
08 N 28'15'46.0' E
DA N 88'24'52.2" E
LCtwrd Distance 2297,085' Bearing N 58"20'19.1' E
External Distance 356.574'
Middle Ordinate 308.566'
Radius 2291,831'
DEG 2`30'00.0'
DELTA 60'09'06.2"
LENGTH 2406.069'
PT N 476147.8506 E 1265766,3876 STA 435+85.79
CURVE PRL3
Distance 1823.743' Bearing N BV24.52.2' E
..®.9B .`....@^+« •w60••••••••••.fe•• LIPS B ISTH35r64NB t FORVARIABLEWIDTHMEDIAN AREA p
List PRL.184.0 .PRL25,186
Layer 59
:.a .......... .. ...............................................................
PRL184 N 466422.5538E 1258453655D299999990STA 310-3653
Distance 1190.506' Bearing N 44'56'12.4" E
CURVE PRL25
PC N 467265.2970 E 1259294.5402 STA 322-29.04
CC N 4T2121.6369 E 12544ZT.4698
PI N 4679T8.5356 E 1260006.2063 STA 332t36.60
TAN IODT.560'
DB N 44'56.12.4" E
DA N 28'15'46.0' E
LChord Dist Once 1993.826' Bearing N 36035'59.2' E
External Distance 73.434-
Middle Ordinate 72,658'
I
3024 STA 342-29.92
ring N 28'15.46.0® E
:ia TA a ala i.......:: F.::.............a...aa........................................
...................w.aawa.a«.........................................:........w.
LINE C (ISOTH AVEI
List PRLIO•II.0 .PRL13,C ,PRL14.12.0 .PRLI5,C .PRL16.13
Layer 59
Feature :::....m.mme ma.ewm.....ww..w.wa. •..«m.........a«aa......•.....«+........
POLIO N 466243.1500 E 12568I4.422D Z-99999.999 STA 4+92.T9
Distance 196.850, Bearing S 87'34.25.2' E
PRLI1 N 466234.8163 E 1257D11.0955 Z-99999.999 SPA 6.89.64
Distance 47.856' Bearing S 87'34125.2' E.
CURVE PRL13
PC N 466232.7903 E 1257058.9089 STA 7-37,50
CC N 465413.3174 E 125TO24.1855
PI N 466228.2883 E 1257165.1564 STA 8.43.84
TAN 106.343"
DB S 87'34'25.2" E
DA S 72`47'56.0' E
LChord Distance 210.920' Bearing S 8011'10.6` E
External Distance 6.865,
Middle Ordinate 6,808'
DELTA 14"46'29.2"
LENGTH 211.506-
PT N 465196.8399 E 1257266.7429 STA 9*49.00
CURVE PRL13
Distance 418.327' Bearing S 72'47'56.0' E
CURVE. PRL14
PC N 466073.1294 E 1257666.3595 STA 13.67.33
CC N 466856.6520 E 1257908.91TO
PI N 466047.0695 E 125TTS0.5396 STA 14t55.45
TAN 88.12Z'
OB S 72 47'56.0' E
DA S 85'D3'48.D' E
LCPwrd Distance 175.235- Bearing S 78'55'52.0' E
External Distance 4.720'
Middle Ordinate 4,693'
DELTA-12415"52,0'
LENGTH 175.570'
PT N 466039.4862 E 1257838.3343 STA 15-42,90
CURVE PRL24
Distance 205.893' Bearin®® S 85'03.48.0^ E
PRL12 N 466014.8838 E 1258123.1672 Z -99999.999 STA 18.29.79
Distance 227.891' .Bearing S 85'03°48.0" E
CURVE PRL25
PC N 465995.2728 E 1258350.2124 STA 20.56,68
CC N 466812.4385 E 1258420.7950
PI N 465980.4395 E 1258521.9441 ETA 22-29.05
TAN 172.3T1'
OB S 85'03.48.0® E
DA N 71`12'00.3" E
LChwd Distance 337.373' Bearing N 83'04106.1' E
External Distance 17.917`
Middle Ordinate 17434'
DELTA •23'44'11.7'
LENGTH 339.797'
PT N 466035.9886 E 1258685.1191 STA 23«96,48
CURVE PRL15
Distance 211.288' Bearing N 71'12'00.3" E
CURVE PRL16
PC N 466104.0793 E 1258885.1352 S7A 26.07.77
CC N 465327A294 E 1259149.4593
PI N 466150.5873 E 1259021.7521 STA 27.52,09
TAN 144.316'
OB N 71'12'00.3" E
DA S 88'50'30.3" E.
LChord Distance 284.266' Bearing N 81'10'45.0" E
External Distance 12.599,
Middle Ordinate 12.409-
DELTA 19"57.29.4®
LENGTH 285.708'
PT N 466147.6702 E 1259166.0388 STA 28-93,48
CURVE PRLI6
Distance 183.76T' Bearing S 88'50130.3" E
........:66143.95:<.�.:....::.::®%.:.:...........................................
CHAIN LENGTH 2584.454'
................................................................................
STALE PROJECT NO: 1550-00-80, 81 I H'WY: STH 35 / STH 64 1 COUNTY: ST. CROIX I COORDINATE GEOMETRY DATA SHEET I SHEET NO: ! E
na nu4: L:freicrostoftnnsProje:tse(}6.35S000G2t027202_aa.tlgn nm na. O6 NlR-Z0P2 Pd:47 Mpare: not xw(: arnatw: nn uxc: 2.00GOGO:1.G000Gp 7rtitlS RSEY4
L:data'astokiazVi-alecksYxi_l5500402\02 03, ad. Apr
06-UM-2002
E
............e............e.........................f.........................
LIPS D (24TH AYE!
List AL14,C ALIS.0 ALI6.0 ALI7,AL15
Layer 1D
Feature
AL14 N 464870„0457 E 1257508,8235 Z-99999,900 STA 0-00.00
Distance 244.009' Bearing N 2`il'06.7® E
CURVE ALI5
PC N 465113.BT73 E 1257518.1275 STA 2*44.01.
CC N 465103.8695 E 1257780.4046
PI N 465469.3898 E 1257531.6929 STA 5-99.78
TAN 355.771'
DB N 2`11'06.7' E
DA S 70'39'01.6` E
LChord Distance 422.421° Bearing N 55446'02.5- E
External Distance 179.644'
Middle Ordinate 106.649'
ROOWS 262.468'
DEG 21'49'46.6'
DELTA 107'09'51.7®
LENGTH 490.913-
PT N 465351.5119 E 1257867.3683 STA 7-34.92
CURVE ALI5
Distance 207.006, Bearing S 70`34'01.6' E
CURVE ALI6
PC N 465282.9245 E 1258062.6815 STA 9-41.93
CC N 465561.5217 E 1250160.5154
PI N 465221.3552 E 1258238.0095 STA 11-27.75
TAN 185.824'
DB S 70'39°01.6- E
DA N 44'58'59.3' E
LChord Distance 314.545° Bearing N T7`09'S8.8' E
External Distance 53.606,
Middle Ordinate 45.369'
Radius 295.276'
DEG 19'24'14.9'
DELTA-64'21'S9.2"
LENGTH 331.715'
PT N 465352.7915 E 1258369.3685 STA 12-73.64
CURVE ALI6
Distance 591.307, Bearing N 44'58.59.3- E
CURVE ALIT
PC N 465771.0317 E 1258787.3627 STA 18-64.95
CC N 455930.1854 E 1258648.1270
PI N 465857.6691 E 1258873.9498 STA 39+87.44
TAN 122.489'
DO N 44°58'59.3' E
DA N 18040'00.0' i
LChord Distance 207.998' Bearing N 13`OS'29.6- E
External Distance 34.9W
Middle Drdinote 29.735°
DELTA-63'46'59.3®
LENGTH 219.140'
PT N 465973.6238 E 1258834.4759 STA 20-84.09
CURVE ALIT
Distance 107.171' Sew ingg N 18*48*00 A, M
.... ........................ :::::.:.0.9004..uu:i...4.........................
4Mma..'S...............4.........f...........6Y................................•
................................................................................
LIPS E (OLD 150TH AVE1
List PEA4438,C ,PEA1786,4441
Layer 1D
Feo....e.....PRL
...........................f...f...................f..........f..........
PEA4438 N 466111.1660 E 1257543.4910 Z-99999.990 STA Io.DD.00
Distance 26.945' Bearing N 17"12'03.0- E
CURVE PEAITB6
PC N 466136.9061 E 1257551.4593 STA 10*26.95
CC N 466107,3334 E 1257646.9866
PI N 466209.35B5 E 1257573.8886 STA 11-02.79
TAN 75.845-
DB N 17'12'04.0- E -
DA S 88'26'31.4- E
LChord Onstance 120-860' Bearing N 54'22.46.3' E
PT N 466207.2964 E 1257649.7053 STA 11*56.72
CURVE PEA1786
PrAA1.s Distance A-360.556 Bea'ing S_88'26'31.6' E
CHAIN LENGTH 517.278' ___________
........
......................................f............f..........................
LINE F (MERGING Q RB 5TH 35 ✓ 64, TRANSITION FROM 2 LANE TO 4 LANE)
List C STILI,C ,STIL2
Layer 10
Fe®e�e PR
.f.{f...........f...f.....f...........f.................................
CURVE STIL1
PC N 464597,4215 E 12566988523 STA 285*00„00
CC N 468634.6624 E 1252642:6544
PI N 464692.5762 E 1256802.7770 STA 286.47.13
TAN 147-134'
DO N 44456'12.D" E
DA N 41'59'41.4' E
LChord Distance 294.172' Bearing N 43'27'56„7- E
External Distance 1,889,
Middle Ordinate 1.888-
u G.LIA-2^56.30.6-
LENGTH
PT N 464800.92724E230256901.2193 STA 287+94.20
CURVE STIL1
Distance 1264.432' Bearing N 41'59.41.4® E
CURVE STIL2
PC N 465740.6590 E 1257747,2052 STA 300-58,64
CC N 461906.9246 E 1262005.7700
PI N 4658504081 E 2257845,6450 STA 302<05.77
TAN 147.131-
DB N 41459'41.4` E
DA N 44f56'11.8' E
LChord Distance 294.165' Bearing N 43'27'56.6^ E
External Distance 1.889-
Middle Ordinate 1,888,
DELTA 2'56.30.3'
LENGTH 294,197'
PT N 465954.1604 E 1257949.5670 STA 303-52.93
...::.STILT .. ... .........
CHAIN ...........................................................................
STATEPROJECT NO: 1550-00-80, 81 HWY: STH 35 / STH 64 COUNTY: ST. CROIX f COORDINATE GEOMETRY DATA SHEET
E Ak L Y t e P ye is D6 15500002 0212PS.o6.67n na ux. 06 0/R 2002 o%41 aK DATE: MOT W uTlx;
Ax.1.
SHEET NO: . 2- 5 T
00 vmIF -
A
DATE 01APR02
LANE
NUMBER ITEM ITEM DESCRIPTION
0010 20101 CLEARING
0020 20104 GRUBBING
0030 20335 REMOVAL SHALL PIPE CULVERTS
0040 20371 REMOVAL OLD STRUCTURE, STATION 299e50
0050 20402 REMOVAL ASPHALTIC SURFACE
E S T I" ATE
OF Q U A
N T I T I E S
1550-00-80
UNIT
TOTAL
QUANTITY
STA.
127.00
127.00
STA.
127.00
127.00
EACH
13.00
13.00
LS
1.00
1.00
S.Y.
6,900..00
6,900.00
0060
20411
REMOVING GUARDRAIL
L.F.
1r060.00
1,060.00
0070
20412
REMOVAL FENCE
L.F.
3,728.00
3,728.00
0080
20419
REMOVING ASPHALTIC SURFACE, BUTT JOINTS
S.Y.
39.00
39.00
0090
20501
COMMON EXCAVATION
C.Y.
229,875.00
229,675.00
0100
20610
EXCAVATION FOR STRUCTURES, BRIDGES
LS
1.00
1.00
B-55-192
0110
21001
STRUCTURE BACKFILL
C.Y.
$50.00
850.00
0120
21302
FINISHING ROADWAY, PROJECT ISSO-00-81
LS
1.00
1.00
013D
21401
OBLITERATING OLD ROAD
STA.
10.00
10.00
0140
30404
CRUSHED AGGREGATE BASE COURSE
TON
54,220.00
1,940.00
52,280.00
Di50
30426
BREAKER RUN STONE
TON
26,218.00
26,218.00
0160
40204
ASPHALTIC MATERIAL FOR TACK COAT
GAL.
699.00
699.00
0170
40301
QNP, ASPHALTIC MIXTURE
TON
10,946.00
10,946.00
0180
40501
ASPHALTIC MATERIAL FOR PLANT NIXES
TON
662.00
662.00
0190
40721
ASPHALTIC CONCRETE PAVEMENT, TYPE E-0.3
TON
4,913.00
4,913.00
0200
40724
ASPHALTIC CONCRETE PAVEMENT, TYPE E-10
TON
5,198.00
5,198.00
0210
40728
DENSITY INCENTIVE, ASPHALTIC CONCRETE
DOL
5,310.00
5,310.00
PAVEMENT
0220
41105
ASPHALTIC SURFACE, DRIVEWAYS AND FIELD
TON
14.00
14.00
ENTRANCES
D230
41106
ASPHALTIC SURFACE, TEMPORARY
TON
1,625.00
780.00 845.00
0240
41509
CONCRETE PAVEMENT, 9-INCH
S.Y.
18,923.00
18,923.00
0250
41620
CONCRETE SURFACE DRAINS
C.Y.
6.OD
6.00
0260
50201
CONCRETE MASONRY, BRIDGES
C.Y.
672.00
672.00
0270
50265
PROTECTIVE SURFACE TREATMENT
S.Y.
1,460.00
1,460.00
0280
50309
PRESTRESSED GIRDER, I TYPE, 70-I CH
L.F.
21119.00
2,119.00
0290
50504
HIGH STRENGTH BAR STEEL REINFORCEMENT,
LB.
12,930.00
12,930.00
BRIDGES
0300
50511
COATED HIGH STRENGTH BAR STEEL
LB.
96,800.00
96,800.00
REINFORCEMENT, BRIDGES
0310 50626 NON-LAHINATED ELASTONERIC BEARING PADS EACH 21.00 21.00
0320 50640 STEEL DIAPHRAGMS, STRUCTURE B-55-192 EACH 24.00 24.00
DATE OIAPR02
LINE
NUMBER
ITEM
ITEM DESCRIPTION
0330
51121
STEEL PILING, DELIVERED AND DRIVEN, HP
10-i1CH 42 POUND
0340
51130
PILE POINTS
0350
51605
RUBBERIZED MEMBRANE WATERPROOF
0360
52084
TEMPORARY CULVERT PIPE, 24-INCH
0370
52104
CORRUGATED STEEL CULVERT PIPE, 15-IMH
0380
52105
CORRUGATED STEEL CULVERT PIPE, 18-INCH
ESTIMATE OF QUANTITIES
1550-00-80 1550-00-81
UNIT TOTAL QUANTITY QUANTITY
L.F. 3,655.00 3,855.00
EACH
57.00
57.00
S.Y.
34.00
34.00
L.F.
210.00
210.00
L.F.
50.00
50.00
L.F.
232.00
232.00
0390
52148
STEEL APRON ENDWALLS FOR CULVERT PIPE,
EACH
2.00
2.00
25-IMH
0400
52149
STEEL APRON ENOWALLS FOR CULVERT PIPE,
EACH
10.00
10.00
18-INCH
0410
52205
REINFORCED CONCRETE CULVERT PIPE, CLASS
L.F.
419.00
419.00
III, 24-INCH
0420
52207
REINFORCED CONCRETE CULVERT PIPE, CLASS
L.F.
90.00
90.00
III, 30-INCH
,
0430
52209
REINFORCED CONCRETE CULVERT PIPE, CLASS
L.F.
159.00
159.00
III, 36-IMH
044D
52231
REINFORCED CONCRETE CULVERT PIPE, CLASS
L.F.
176.00
176.00
IV, 30-INCH
0450
52250
REINFORCED CONCRETE CULVERT PIPE, CLASS
L.F.
206.00
208.00
V, 30-INCH
0460
52264
REINFORCED CONCRETE APRON ENDWALLS FOR
EACH
5.00
5.00
CULVERT PIPE, 24-IYCH
0470
52266
REINFORCED CONCRETE APRON ENDWALLS FOR
EACH
6.00
6.00
CULVERT PIPE, 30-INCH
0480
52267
REINFORCED CONCRETE APRON ENDWALLS FOR
EACH
2.00
2,00
CULVERT PIPE, 36-INCH
0490
60170
CONCRETE CURB AND GUTTER, 36-INCH, TYPE
L.F.
155.00
ISS.00
0
0500
60405
SLOPE PAVING, CRUSHED AGGREGATE
S.Y.
420.00
420.00
0510
60601
RIPRAP
C.Y.
511.00
511.00
0520
60602
HEAVY RIPRAP
C.Y.
326.00
326.00
OS30
61124
INLETS, TYPE 9
EACH
4.00
4.00
0540
61170
INLET COVERS, TYPE MS
EACH
8.00 8.00
0550
61236
PIPE U DERDRAIN, WRAPPED, 6-INCH
L.F.
500.00 500.00
0560
61407
STEEL THRIE BEAM STRUCTURE APPROACH
L.F.
132.00 132.00
0570
61408
STEEL PLATE BEAN GUARD, CLASS A
L.F.
923.OD 923.00
0580
61416
SALVAGED GUARD FENCE, STEEL BEAM TYPE
L.F.
736.00 736.00
0590 61430 TEMPORARY STEEL PLATE BEAM GUARD L.F. 1,764.00 1,764.00
0600 61433 ANCHOR ASSEMBLIES FOR STEEL PLATE BEAN EACH 4.00 4.00
GUARD
DATE OIAPRO2
LINE
NUMBER ITEM ITEM DESCRIPTION
0610 61435 STEEL. PLATE BEAM GUARD, ENERGY
ABSORBING TERMINAL
0620 61802 MAINTENANCE AND REPAIR OF HAUL ROADS,
PROJECT 1550-00-80
0630 61603 MAINTENANCE AND REPAIR OF HAUL ROADS,
PROJECT 1550-00-81
0640 61910 MOBILIZATION
0650 62202 ASPHALTIC SHOULDER RUMBLE STRIP
0660 62203 ASPHALTIC FLUMES
ESTIMATE OF QUANTITIES
1550-00-80 1550-00-81
UNITTOTAL QUANTITY QUANTITY
EACH 6.00 2.00 4.40
0
1.00 1.00
Ls
1.00
1.00
LS
1.00
0.50 0.50
L.F.
21,52D.0a
21,520.00
S.Y.
14.00
14.00
0670
62401
WATER
MGAL
500.00
500.00
0680
62501
TOPSOIL
S.Y.
2,000.00
2, 000. 00 ,.
0690
62505
SALVAGED TOPSOIL
S.Y.
143,779.00
143,779.00
0700
62702
MULCHING
S.Y.
422,910.00
392,910.00 30,000„00
0710
62611
EROSION BALES, DELIVERED
EACH
390.00
390.00
0720
62812
EROSION BALES, INSTALLED
EACH
390.00
390.00
0730
62815
SILT FENCE, DELIVERED
L.F.
8,385.00
8,385.00
0740
62316
SILT FENCE, INSTALLED
L.F.
8,385.00
8,385.00
0750
62817
SILT FENCE MAINTENANCE
L.F.
8,385.00
8,385.00
0760
62319
MOBILIZATIONS, EROSION CONTROL
EACH
4.00
4.00
0770
62821
MOBILIZATIONS, EMERGENCY EROSION
EACH
6.00
3.00 3.00
CONTROL
0780
62824
EROSION MAT,
DELIVERED,
CLASS I, TYPE B
S.Y.
51,480.00
51,480.00
0790
62825
EROSION MAT,
INSTALLED,
CLASS 1, TYPE B
S.Y.
51,480.00
51,480„00 '
0800
62832
EROSION MAT,
DELIVERED,
CLASS I1, TYPE
S.Y.
2,067.00
2,067.00
B
0810
62833
EROSION MAT,
INSTALLED,
CLASS I1, TYPE
S.Y.
2,067.00
2,067.00
B
0820
62846
EROSION MAT, DELIVERED, CLASS 111, TYPE
S.Y.
575.00
575.00
0
0530
62547
EROSION MAT, INSTALLED, CLASS III, TYPE
S.Y.
575.00
575.00
0
0840
62870
INLET PROTECTION, TYPE A
EACH
8.00
8.00
0850
62905
FERTILIZER, TYPE B
CWT.
297.76
277.76 20.00
0860
62911
AGRICULTURAL LIMESTONE TREATMENT
TON
1.70
1.70
0870
63003
SEEDING, TEMPORARY
LB.
7,085.00
7,085.00
0860
63009
SEEDING, MIXTURE NO. 20
LB.
7,303.00
6,303.00
1,000.00
0890
63301
DELINEATOR POSTS
EACH
70.00
70.00
0900
63305
DELINEATORS
EACH
70.00
70.00
0910
63401
WOOD POSTS, 4X4-INCH X 10-FT.
EACH
7.00
7.00
DATE OIAPR02
ESTIMATE OF Q U A
N I I T I ES
LINE
MO-00-80
1550-00-61
NUMBER ITEM ITEM DESCRIPTION
UNIT TOTAL
QUANTITY
QUANTITY
0920
63411
WOOD POSTS, 4X6-INCH X 14®FT.
EACH
14.00
14.00
0930
63412
WOOD POSTS, 4X6-IHCH X 16-FT.
EACH
8.00
8.00
0940
63702
SIGNS, TYPE II, REFLECTIVE
S.F.
144.29
144.29
0950
63922
MOVING SIGHS, TYPE 11
EACH
1.00
1.00
0960
63827
REMOVING SIGNS, TYPE II
EACH
10.00
10.00
0970
63830
REMOVING SMALL SIGN SUPPORTS
EACH
9.00
9.00
0980
64220
FIELD OFFICE, TYPE C
LS
1.00
0.50
D.50
0990
64311
TRAFFIC CONTROL, SURVEILLANCE AND
DAYS
258.OD
129.00
129.00
MAINTENANCE
1000
64313
TRAFFIC CONTROL, DRUMS
DAYS
15,238.00
7,619.00
7,619.00
1010
64318
TRAFFIC CONTROL, BARRICADES, TYPE III
DAYS
3,070.00
1,535.00
1,535.00
1020
64323
TRAFFIC CONTROL, WARNING LIGHTS, TYPE C
DAYS
2,580.00
1,290.00
1,290.00
1030
64326
TRAFFIC CONTROL, SIGNS
DAYS
7,470.00
3,735.00
3,735.00
1040
64503
GEOTEXTILE FABRIC, TYPE OF
S.Y.
1,000.00
1,000.00
%050
64505
GEOTEXTILE FABRIC, TYPE R
S.Y.
1,383.00
1,383.00
1060
64506
GEOTEXTILE FABRIC, TYPE HR
S.Y.
742.00
742.00
1070
64601
PAVEMENT MARKING, 4-INCH, PAINT
L.F.
21,875. 00 21,875.00
1080
64602
PAVEMENT MARKING, 4-INCH, EPDXY
L.F.
18,411.00 16,411.00
1090
64618
PAVEMENT MARKING, CHANNELTZING, 8-INCH,
L.F.
130.00 130.00
EPDXY
1100
64642
REMOVING PAVEMENT MARKINGS
L.F.
10,600.00 10,800.00
I110
64901
TEMPORARY PAVEMENT MARKING, 4-INCH
L.F.
27,200.00 27,200.00
1120
65045
CONSTRICTION STAKING,
SUBGRADE
L.F.
16,401.00
19,401.00
1130
65050
CONSTRUCTION STAKING,
CRUSHED AGGREGATE
L.F.
12,217.00
12,217.00
BASE COURSE
1140
65055
CONSTRUCTION STAKING,
CURB, GUTTER, AND
L.F.
155.00
155.00
CURB AND GUTTER
1150
65070
CONSTRUCTION STAKING,
CONCRETE PAVEMENT
L.F.
6,950.00
6,950.00
1160
66501
SAWING EXISTING PAVEMENT
L.F.
45.00
45.00
1170
9DOD5
MISC 90005A ABANDON CATTLE PASS
EACH
1.00
1.00
1180
90005
MISC 900050, TRAFFIC CONTROL, VERTICAL
EACH
24.00
24.00
PANELS, TWO SIDED
1190
900D8
MISC 90005A PORTABLE CHANGEABLE MESSAGE
DAY
774.00
516.00 258„00
SIGN
120D
90031
MISC 90031A, ANTI -GRAFFITI COATING,
S.F.
10,390.00
10,390.00
STRUCTURE B-SS-192
1210
90033
RISC 900338 GEOGRID REINFORCEMENT
S.Y.
49,936.00
49,936.00
122D 90365 QMP, BASE COURSES TON 54,425.00 54.,425.00
DATE OIAPR02
ESTIMATE
OF QUANTITIES
SHEET: 3.5
LINE
ISSO-00-80
ISSO-00-81
NUMBER
ITEM
ITEM DESCRIPTION
UNIT
TOTAL
QUANTITY
QUANTITY
1230
90410
QMP, CONCRETE PAVEMENT
S.Y.
18,922.00
18,922.00
1240
90411
QMP, PROFILE INDEX INCENTIVE, CONCRETE
DOL
11,612.00
11,612.00
PAVEMENT
1250
90412
QMP, PAVEMENT STRENGTH INCENTIVE,
DOL.
4,239.00
4,239.00
CONCRETE
1260
90421
QMP> AGGREGATE FOR CONCRETE PAVEMENT
S.Y.
18,922.00
18,922.00
1270
90501
QMP, READY MIXED CONCRETE MASONRY FOR
C.Y.
672.00
672.00
BRIDGES, 5 CYLINDERS
..
1280
90502
QP, BRIDGE STRENGTH INCENTIVE,
DOL
6,720.00
6,720.00
CONCRETE MASONRY
1290
90616
MARKER POSTS, FLEXIBLE, FOR CULVERT END
EACH
17.00
17.00
1300
90710
TRAFFIC CONTROL, PERMANENT BARRICADES,
EACH
6.00
6.00
TYPE III
1310
90997
ON-THE-JOB TRAINING, ASP-lT GRADUATE AT
MRS
300.00
200.00
IOD.00
02.00/HOUR
1320
90998
ON -THE -.FOB TRAINING, ASP -IT APPRENTICE
HRS.
300.00
200.00
100.00
AT 04.00/HOUR
1330
90999
ON-THE-JOB TRAINING, ASP-1
MRS.
2,600.00
1,100.00
500.00
I
CLEARING
20101
CAI .
STATION TO
STATION
LOCATION
STA.
REMARKS
0010
271.00-
273.()0
RT
2
SIN 35 , 64
MAINI, INS
274.00-
283.00
RI
9
STH 35 , 64
MAINLINE
285-00-
287-00
RT
2
STH 35 , 64
MAINLINE
296.00-
301.00
LT
5
STH 35 , 64
MAItMNE
303.00-
307.00
RT
4
STH 35 , 64
MAINLINE
306.00-
312.00
LT
6
STH 35 , 64
MAINLINE
308.00-
310.00
PIT
2
GIN 35 , 64
MAINLINE
317-00-
330-00
LR A
RT
26
SIR 35 , 64
MAINLINE
330-00-
338-00
RT
16
STH 35 , 64
MAINLINE
0010
7.00-
9-00
LT &
RT
4
150TH AVE
11-00-
12.00
LT
I
150TH AVE
20-00-
27.00
LT A
FIT
14
150TH AVE
27.00 -
30.00
RT
3
150TH AVE
28.00-
30.00
LT
2
150TH AVE
0010
9.00
21.00
LT &
RT
24
24TH STREET
0010
10.00-
12.00
LT A
RT
4
OLD 150TH AVE
14-50-
15-50
LT A
RT
2
OLD 150TH AVE
0010
10.00-
11.00
RT
I
23RD STREET
TOTAL 0010 127
20104
CAT,
STATION TO
STATION
LOCATION
STA,
REMARKS
0010
271.00-
273^00
RT
2
STH 35 r 64
MAINLINE
274-00-
283-00
FIT
9
STH 35 64
MAINLINE
205-00-
287-00
RT
2
STH 35 r 64
MAINLINE
296.00-
301^00
LT
5
STH 35 64
MAINLINE
303.00-
307.00
R7
4
SIH 35 r 64
MAINLINE
306.OD-
312.00
LT
6
STH 35 64
MAINLINE
308-00-
310.00
RT
2
STH 35 r 64
MAINLINE:
317-00-
330.00
LR &
RT
26
SIR 35 64
MAI NIL I NE
330.00-
338-00
OF
16
STH 35 64
MAINLINE
0010
7-00-
9-00
LT &
RT
4
ISOTH AVE
11,00-
12.00
LT
I
150TH AVE
20.00-
27.00
LT A
RT
14
150TH AVE
27-00 -
30.00
RT
3
150TH AVE
28-00-
30.00
LT
2
150TH AVE
0010
11.00-
21.00
LT &
ST
24
24TH STREET
0010
10.00-
12-00
LT &
RT
4
OLD 150TH AVE
14-50-
15^50
LT A
RT
2
OLD 150TH AVE
0010
10-00.
11.00
RT
1
23RD STREET
TOTAL 0010 127
20335
CAT.
STATION
LOCATION
EACH
REMARKS
0010
270.50
STH 35,64
LT
I
2OLF
18'CUP
279.00
STH 35r64
LT
I
TOLE
24'CMP
287.50
STH 35,64
LT AT
23RD ST
I
3OLF
la"CMP
292.00
STH 35,64
LT AT
P.E,
I
25L.F
18"CMP
295-00
STH 35,64
LT AT
24TH ST
1
50LF
24'CMI
303.10
STH 35,64
LT
I
3OLF
36"CMP. STAGE 1
303-10
STH 35,64
LT
I
45LF
36"CMP, STAGE 2
306.50
STH 35,64
LT AT
1507H AVE
I
4OLP
IB"CMP
332-10
STH 35,64
LT
I
8OLF
24"CUP
0010
9.00
150TH AVE
RT AT
F.E.
I
25LF
18'CMP
20-00
ISOTH AVE
LT
I
45LF
18'CMP
0010
11.50
OLD 150TH
AVE AT
P.E.
I
32LF
12'CMP
14=20
OLD 150TH
AVE
I
32LF
18'CMP
TOTAL 0010 13
STATE PROJECT NUMBER: 1550-00-80 IHWY:STH 35 / 64 1 COUNTY: ST. CROIX
FILE NAME PLOT DATE : 16-JAN-2002 10:23 ORG DATE : 1-N-02 1.0
20371
CAT. STATION LOCATION LS REMARKS
0010 299^50 STH 35,64 1 3.5'WX5°HXWLX6"THTCK
REMOVE IN STAGE 2
TOTAL 0010 1
20402
CAT STATION TO
STATION
LOCATION
S.Y. REMARKS
0010 270.45-
273-00
STH 35,64
900
276-00-
290.00
STH 35,64
4667
331.00-
335.00
STH 35,64
1333
TOTAL 0010
6900
20411
CAT.
STATION 10 STATION
LOCATION
L.F.
REMARKS
0010
298.40-
300.75
88,
LT
233
STH
35,64
MAINLINE
298.40-
298-90
46'
LT
50
STH
35,64
MAINLINE
300.25-
300.75
46'
LT
50
STH
35r64
MAINLINE
30Z.58-
303.08
42'
LT
50
STH
35r64
MAINLINE
0010
305.60-
306.10
42'
LT
50
STH
35,64
MAINLINE
317.68-
3I8-18
62'
LT
50
SIN
35,64
MAINLINE
321.68-
322.18
62'
LT
50
STH
35,64
MAINLINE
33d-10-
332-50
92'
LT
237
STH
35,64
MAINLINE
0019
333.56-
336.54
105'
LT
290
STH
35,64
MAINLINE
TOTAL 0010 1060
419900L=l
20412
CAT STATION TO STATION
'LOCATION
L.F.
REMARKS
0010 271.70-
277-07
LT
528
STH 35,64
MAINLINE
272-70-
286.62
LT A PT
1562
STH 35,64
MAINLINE
292.25-
295-10
LT
485
STH 35,64
MAINLINE
299.10-
300.10
LT
LOG
STH 35r64
MAINLINE
0010 19-50-
30.30
LT & RT
1053
150TH EAST
OF 35,64 MAINLINE
TOTAL 0010
3728
MISCELLANEOUS OUANTITIES SCALE, FEET 0 I 1 -
� SHEET NO: 3A JEJ
PLOT NAME : 03020LQ, mst. 6 PLOT SCALE ; 200,799577:1.000000 WISDOT/CADDS SHEET 42
KWVING ASPHALTIC SURFACE. WIT JOINTS
20419
CAT
STATION LOCATION
S.Y.
REMARKS
ASPHALTIC SURFACE.
TEWN)PARY
0010
270-50 STH 35,64
22
MATCH POINT
339-00 STH 35,64
17
CROSSOVERT
41106
CAT.
STATION TO STATION
LOCATION
TON
REMARKS
TOTAL
0010 39
Ogle
296-00- 315+00
STH 35,64
780
TEMPORARY WIDENING
TOTAL 0010
780
OBLITERATING OLD ROAD
21401
CONCRETE SURFACE DRAINS
CAI.
STATION TO STATION
LOCATION
STA,
REMARKS
0010
9-50- 12,50
150TH AVE
3
41620
21<00- 27+00
ISOTH AVE
6
CAT.
STATION TO STATION
LOCATION
C.Y.
REMARKS
0010
2-00 3<50
24TH AVE
1
0010
16-03
RT 150TH AVE
1.5
15' OOWN SLOPE
1
16442
LT 150TH AVE
1.5
15* DOWN SLOPE
15
TOTAL 0010
10
19-47
RT ISOTH AVE
1.5
15' 00" SLOPE
I9+82
LT 150TH AVE
1,5
15' DOWN SLOPE
TOTAL OOID
6.0
CRLrSHED AGGREGATE BASE COURSE.
30404
IEMPOPARY CLLVFRT PIPE.
24-INCH
CAT.
STATION TO STATION
LOCATION
TON
REMARKS
0010
287-50
STH 35,64
85
23RD STREET TEMP ACCESS
52084
295-00- 315.OD
5TH 35,64
1600
TEMPORARY WIDENING
CAT.
STATION TO STATION
LOCATION
L.F.
REMARKS
295-00
STH 35,64
255
24TH STREET TEMP ACCESS
—
0010
286-EO- 287-70
STH 35,64
90
AT 23RD ST TEMP ACCESS RD
TOTAL 0010
1940
294-00- 295-00
STH 35,64
120
AT 24TH ST
TOTAL 0010
210
!q
BREAKER RUM STOW
CORRUKIATED
STEEL aXVERT PIPE.
15-IWM
30426
CAT,
STATION TO STATION
LOCATION
TON
REMARKS
0010
299-00- 338*00
STH 35,64
14540
ED LANES
CAT,
STATION TO STATION
LOCATION
ON
52104
[-.F,
3D3-50- 330-00
STH 35v64
9578
WB LANES
—
1800
UNDISTRIBUTED
0010
1,10- 1.60
AE-18 TO AE-19
50
0.064" OTA_ 24TH ST AT P.E. RT
TOTAL 0010
26218
TOTAL 0010
—50
p)pS,
w.+t.G -r1+tC1<Arr,55
STATE
PROJECT NUMBER: 1550-00- 80
HWY: STH 35 f 64
COUNTY: ST. CF
ELLANEOUS
OUANTITIES
-3
SCALE,FEET
SHEET NO. 8
FILE NAME
PLOT
DATE 25-MAR-2002 12:39 ORG DATE 1-11-02 IeV
PLOT NAVE : 030202.",
PLOT
SCALE
:200,799577:1,000000
*"SO0TZCAD0S SHEET 42
52105
#
p, C 14,4 A X'f
CAT,
STATION TO
STATION
LOCATION
L.F,
,
0010
9.05-
9.75
AE-14
TO
AE-15
65
0.064-
DIA.. ISOTH AVE
AT P,E,
11*20-
11*90
AE-16
TO
AE-17
65
0,064'
DIA— 150TH AVE
AT P.E.
0010
14-25-
14>75
AE-20
TO
AE-21
50
0.064'
OIA_ 24TH ST AT
P.E.
0010
269,85
270,O8
AC-22
TO
AE-23
20
0,064'
DIA— STH 35 , 64
AT P>E.
0010
14-19
14«19
AE-24
TO
AE-25
32
0.064'
DIA_ OLD 150TH
AVE CROSS DRAIN
TOTAL 0010
232
ppipe- w*t-A. T-HlcxMess
52148
CAT, STATION TO STATION
LOCATION
EACH
REMARKS
0010 1-10
AE-18
I
24TH ST AT P,F,
1-60
AE-19
1
24TH ST AT P,E,
TOTAL 0010 2
Ni
STEEL APRON ENDIALLS FOR CLLVERT PIPE. 19-INCH
52149
CAT. STATION TO STATION LOCATION EACH REMARKS
0010
9.05
AE-14;
RT
I
150TH AVE AT P.E,
9*75
AE-15;
RE
I
150TH AVE AT P.E,
11+20
AE-16:
PT
I
150TH AVE AT P,E,
11.90
hE-17:
PT
I
150TH AVE AT P.E.
0010
14-25
AE-20:
RT
I
24TH ST AT P.E.
14.75
AE-21;
RT
I
24TH ST AT P.E.
z 0010
269-85
AE-22:
LT'
1
STH 35,64 AT P.E.
AF
270-08
AE-23;
LT
I
STH 35,64 AT P.E.
onlo
14.19
AE-24:
ET
I
OLD ISOTH AVE CROSS DRAIN
14.19
AE-25:
LT
I
OLD 150TH AVE CROSS DRAIN
TOTAL 0010
10
a
flSTATE PROJECT NUMBER: 1550-00-80
FLE NAME
HWY:STH 35 / 64 1 COUNTY: ST. CROIX
I PLOT DATE e 25-MM-2002 12:39 ORD DATE
52205
CAT. STATION TO STATION
LOCATION
L,F.
A,E.W
0010 306-50-
307s46
1AL-2 TO AE-3
144
1
317-50-
317.90
INL-3 TO AE-4
los
I
322-50-
372-46
INL-4 TO AE-5
95
1
0010 10-37-
10-49
AE-6 TO AE-7
72
2
TOTAL 0010
419
NOTE: ALL TIES ARE
REMARKS
STH 35,64 MAINLINE, 6 TIES REWO,
STH 35,64 MAINLINE, 6 TIES REO'D,
SIN 35,64 MAINLINE. 6 TIES REWD.
OLD 150TH AVE, 12 TIES REO'O.
TO CLLVERT PIPE CONSTRUCTION
52207
CAT. STATION TO STATION LOCATION L.F. A.E.W. REMARKS
0010 9-00 AE-12 TO AE-13 90 1 24TH ST. 12 TIES NEWS,
TOTAL 0010 90
NOTE: ALL TIES ARE INCIDENTAL TO CULVERT PIPE CONSTRUCTION
52209
CAT, STATION LOCATION L,F. A.E.R. REMARKS
0010 301.40 AE-I TO INL-I 76 1 SIN 35,64, 6 TIES REQ'O,
301-40 INL-1 TO AF-2 83 1 STH 35,64. 6 TIES REO'G,
TOTAL 0010 159
NOTE: ALL TIES ARE INCIDENTAL TO CULVERT PIPE CONSTRUCTION
52231
CAT, STATION LOCATION L.F. A.E,W, REMARKS
0010 15�43 AE-8 TO AE-R 176 2 150TH AVE. 12 TIES REQ°D,
TOTAL 0010 176
MISCELLANEOUS OUANTITIES
teo PLOT NAME A 030203mqj O'iq,.tc'
NOTE: ALL TIES ARE INCIDENTAL TO CULVERT PIPE CONSTRUCTION
SCALE, FEET 0==Mmr
.� I SHEET NO: 3 r- E
PLOT SCALE : 200,799577:1.000000 ONSOOT/CADDS SHEET 42
s
p
0
52250
CAT, STATION LOCATION L.F. REMARKS
0010 20-80 AE-10 TO AE-11 208 150TH AVE. 12 TIES REG'O,
TOTAL 0010 208
NOTE: ALL TIES ME INCIDENTAL TO CULVERT PIPE CONSTRUCTION
CAT,
STATION
LOCATION
52264
EACH
REMARKS
0010
307-46
93'RT: AE-3
I
SIR
35,64
317-90
741RT: AE-4
I
STH
35,.,4
322-46
75'RT; AE-5
I
STH
35,64
0010
10,37
35'LT-. AE-6
I
SIN
35,64
10-49
49-RT: AE-7
I
STH
35,64
9
CAT, STATION
LOCATION
52266
EACH
REMARKS
0010 15-43
WUT;
AE-8
I
ISOTH AVE
15.43
99'RT:
AE-9
I
ISOTH AVE
20-80
113*LT:
AE-10
1
150TH AVE
20-60
107'RT:
AE-11
1
150TH AVE
0010 9.00
51'RT;
AE-12
I
24TH ST
"00
SI'LT:
AF-13
I
24TH ST
TOTAL 0010
6
52267
CAT STAT TOM LOCATION EACH REMARKS
0010 101-40 109'L% AE-1 I STH 35,64
301-40 66'RT: AE-2 I STH 35,64
TOTAL 0010
- - STATE PROJECT NUMBER: 1550-00-BO -----IHWY.STH 35 / 64 COUNTY:ST. CROIX
FLE NAME PLOT DATE : 25 MAR-2002 I2:39 ORG DATE , -1-1102 1.
PEM;
CAT.
STATION TO STATION
LOCATION
60601
C,Y.
REMARKS
STAGE I
0010
301-40- 30+50
STH 35,64
RT-ALONG DITCH
22Z
12'X250'
318-00
STH 35,64
RT-AT
ENOWALL
3
6'XI2'
322-50
STH 35,64
RT-AT
ENOWALL
3
6'X12'
0010
19+60
ISOTH AVE
RT-AT
FLUME
25
B'X95*
19-90
ISOTH AVE
LT -AT
FLUME
18
8*Y60'
20-80
ISOTH AVE
LT -IN
BASIN
74
20'X50'
STAGE Z
Colo
301-40- 302-50
STH 35,64
LT -ALONG DITCH
112
10°XI50'
0010
13+80
ISOTH AVE
RT-AT
ENDWALL
3
6'XI2'
12+00
150TH AVE
RT-AT
ENDWALL
3
6'XI2'
13+30
ISOTH AVE
LT -AT
ENOWALL
6
9'X12'
16-00
150TH AVE
RT-AT
FLUME
21
8'X70'
16-40
ISOTH AVE
LT -AT
FLUME
is
S"XGOI
TOTAL 0010
511
HEAVY RIPRAP
CAT. STATION TO STATION
LOCATION
60602
C,Y.
REMARKS
STAGE I
0010 19-50- 23-00
150TH AVE RT-ALONG DITCH
311
12'X350
20-80
150TH AVE RT-AT ENOWALL
r
TIXIOI
0010 9-00
24TH ST LT -AT ENDWALL
9
61x20'
TOTAL 0020 326
61124
CAT, STATION
LOCATION
EACH
REMARKS
0010 301.40
25'
LT
I
SUM
35,64
306-50
27'
LT
1
STH
35,64
317-50
32'
LT
I
STH
35,64
322-50
26'
LT
I
STH
35,64
TOTAL ODIO
4
MISCELLANEOUS OUANTITIES SCALE, FEET SHEET NO: 3 D I F I
PLOT NAME : 030204TQ., angm.Tc' T Olst,G PLOT SCALE ] 200,799577t1.000000 *tSDOT/CADOS SHEET 42
I
INLET COVERS. TYPE MS
CAT, STATION
LOCATION
611TO
EACH
REMARKS
0020 301-40
SIR
35,64
2
25'
LT
306.50
STH
35,64
2
27'
LT
317.50
SIR
35,64
2
32'
LT
322.50
STH
35r64
2
27'
LT
TOTAL OOID
a
61236
CAT. LOCATION L.F. REMARKS
QGIO UNDISTRIBUTED 500
TOTAL 0010 500
SALVAGED GUARD FENCE. STEEL
BEAM TYPE
61416
CAT, STATION TO
STATION
LOCATION
L.F,
REMARKS
0010 298.90-
300-25
STH 35,64
134
4G' LT
303.08_
30S•60
STH 35,64
252
42' LT
318-18-
321.68
SIN 35,64
350
62" LT
TOTAL 0010 736
61430
-CAT, STATION TO
STATION
LOCATION
L.F,
REMARKS
0010 297-00-
298.90
STH
35,64
690
LT
300.25
303.09
STH
35,64
284
LT
305.60-
313-50
STH
35,64
790
IT
TOTAL 0010
1764
STEEL PLATE BEAM GUARD, ENERGY ABSORBING TERMINAL
CAT, STATION TO STATION
LOCATION
61435
EACH
REMARKS
0010 291.50- 292.00
SIN 35,64
1
LT
317.00- 317.50
STH 35,64
1
LT
TOTAL 0010
2
WATER
62401
CAT. LOCATION MGAL REMARKS
0010 UNDISTRIBUTED 500 DUST ABATEMENT
TOTAL 0010 SOD
62501
CAT. LOCATION S.Y. REMARKS
0010 UNDISTRIBUTED 2000
TOTAL 0010 2000
62505
CAT.
STATION
TO STATION
LOCATION
S.T.
REMARKS
0010
0.00
21.92
24TH ST
14865
24TH ST
267
OBLITERATE
OLD ROAD
0010
6.00
- 17.00
ISOTH AVE
7844
19.45
- 30.77
150TH AVE
11522
10,00
- 13^00
150TH AVE
1000
OBLITERATE
MD ROAD
20.00
27.00
150TH AVE
IB33
OBLITERATE
OLD ROAD
0010
10.00
11.50
OLD 150TH AVE
558
14.50
15.30
OLD 150TH AVE
737
0010
270.00
290.00
STH 35,64
12729
290*00
303.50
STH 35,64
16700
303�50
330.00
STH 35,64
75724
TOTAL 0010
143779
STATE PROJECT NUMBER:1550-00-80 jHWY:STH 35 / 64 COUNTY: ST. CROIX MISCELLANEOUS OUANTITIES SCALE, FEET SHEET NO: 3 F_
FILE NAME PLOT DATE : 16-JAN-2002 10:23 ORG IWE : 1-11-02 leo PLOT NAME : 030205,q.� 0 ...... t., : mst'6 PLOT SCALE 200.799577:1400000 *fSDOT,KCADDS SHEET 42
Lrll(-MMN:
6270?
CAT,
STATION TO
STATION
LOCATION
S-y'
REMARKS
STAGE I
0010
19.00-
30.50
ISGIH AVE
13916
LT & RT
ODIO
0.00-
21.92
24TH ST
30627
LT & RT
0010
270.50-
292.00
STH 35,64
3522T
LT & ST & MEDIAN
292.00-
322-00
STH 35,64
47906
LT & RT & MEDIAN
332�00-
338.00
STH 35,64
53640
LT & RT & MEDIAN
STAGE z
0010
6.50-
17.00
150TH AVE
8999
LT & ST
0010
290.00-
322.00
STH 35,64
57075
LT & ST A MEDIAN
322.00-
330.00
STH 35,64
21184
LT A R7 & MEDIAN
0010
10.00-
11.00
23RD ST
4691
LT & RT
0010
10.00-
15-50
OLD 150TH AVE
2438
LT & RT
0010
7077
OBLITERATE OLD ROAD
0010
31530
REMOVING ASPHALTIC PVMT
0010
78600
UNI)ISTRIBTED
�g
ws
EROSION BALES. DELIVERED
DELIVERED
INSTALLED
62811
62512
CAT,
STATION
LOCATION
EACH
EACH
REMARKS
STAGE I
0010
277.00
STH 35,64
10
10
LT
279.OG
STH 35,64
10
10
LT
284.00
SIR 35,64
10
10
LT
286.00
STH 35,64
10
10
LT'
290.50
STH 35r64
10
10
RT
312.00
STH 35,64
10
10
ST
313.50
STH 35,64
10
10
RT
315.50
SIR 35,64
10
10
RT
325.OG
STH 35,64
10
10
RT
327.00
STH 35,64
10
10
RT
0010
25•00
15OT4 AVE
10
10
LT
26.OG
150TH AVE
10
10
LT
28.00
150TH AVE
10
10
RT
30.00
150TH AVE
10
10
R7
0010
3.00
24TH ST
10
10
RT
3.00
24TH ST
10
10
LT
5.00
24TH ST
10
10
LT
6.00
24TH ST
10
10
RT
ut
11=00
24TH ST
10
10
RT
12�00
24TH ST
10
10
RT
13.00
24TH ST
10
10
LT
STAGE 2
0010
311•00
STH 35r64
10
10
LT
312.50
STH 35,64
10
10
LT
314.OD
STH 35,64
IS
10
LT
316^00
STH 35,64
10
10
LT
S
325.00
STH 35.64
10
10
LT
327.00
STH 35r64
10
10
LT
0010
7.00
150TH AVE
10
10
RT
9.00
150TH AVE
10
10
RT
UNDISTRIBUTED
100
100
TOTAL 0010 390 390
CAT«
STATION TO STATION
SILT FENCE. DELIVERED
DELIVERED
62815
LOCATION L.F.
INSTALLED
62816
L,F,
MAINTENANCE
62817
L.F.
REMARKS
STAGE I
0010
272.00-
276.00
STH 35,64
402
402
402
RT
276.80-
280.50
STH 35,64
389
389
389
LT
278>00-
282-50
STH 35r64
511
511
511
PIT
283.00-
294.00
STH 35r64
465
465
465
RT
295.00-
300.50
STH 35,64
544
544
544
LT
299.00-
303.50
STH 35,64
481
481
481
ST
317.00-
325^50
STH 35,64
905
905
905
RT
328.00-
330.50
STH 35,64
277
277
2T7
RT
338-50-
340.50
SIN 35,64
210
210
210
ST
0010
18.75-
20.50
150TH AVE
272
272
272
RT
22-80-
24.50
150TH AVE
180
160
180
ST
25.50-
26.50
150TH AVE
82
82
82
FIT
27-80-
30.00
150TH AVE
224
224
224
ST
0010
1.00-
2.75
24TH ST
189
189
189
LT
7�50-
14.00
24TH ST
571
571
571
LT
13.80-
16.80
24TH ST
302
302
302
RT
17.00-
21.00
24TH ST
356
356
356
LT
19.00-
21.00
24TH ST
252
252
252
FIT
STAGE 2
0010
S-25-
15^50
150TH AVE
7T3
773
773
RT
0010
1000
1000
1000
UNDISTRIBUTED
TOTAL 0010 8385 8385 8385
MOBILIZATIONS. EROSION CONTROL
62819
CAT, LOCATION EACH REMARKS
0010 STH 35,64 4
TOTAL 0010 4
MOBILIZATIONS. EVERGENCY EROSION CONTROL
62821
CAT. LOCATION EACH REMARKS
0010 STH 35f64 3
TOTAL 0010, 3
STATE PROJECT NUMBER:1550-00-80 jHWY:STH 35 / 64 COUNTY: ST. CROIX MISCELLANEOUS OUANTITIES 0 SCALE. FEET SHEET NO: -3 F I E
FILE NAME Z PLOT DATE : 16-JAN-2002 10:23 ORG DATE : I-H-02 I.. PLOT NAME ; 030206mw Ong"oto, I O'st. 6 PLOT SCALE : 200,799577:1,000000 WISDOT/CADDS SHEET 42
I
C
U
EROSION "I. DELIVERED, CLASS
I. TYPE 8
DELIVERED
INSTALLED
62824
62825
CAT.
STATION TO STATION
LOCATION
S.Y.
S,Y,
REMARKS
STAGE I
0010
270.50-
276.00
STH 35,64
515
515
LT
271.00-
273.00
STH 35,64
187
187
RT
276.00-
282.50
STH 35,64
607
GOT
RT
291.00-
295.00
STH 35,64
374
374
ST
292-00-
301.40
STH 35,64
4173
4173
MEDIAN (2:1
SLOPE)
295.00-
297.00
STH 35,64
1246
1246
RT (3,5:1
SLOPE)
301.40-
306.50
STH 35,64
2067
2067
MEDIAN (2:1
SLOPEI
306.50-
316.00
STH 35,64
3815
3815
MEDIAN (2:1
SLOPE)
307.00-
309.00
STH 35,64
471
4T1
RT
309.00-
315.00
STH 35,64
3691
3691
RT (2,5:1
SLOPE)
317.00-
318.00
GIN 35,64
93
93
RT
317-50-
321.00
SIN 35,64
327
327
MEDIAN
322=00-
324.00
STH 35,64
187
187
RT'
322^50-
327-00
SIN 35i64
420
420
MEDIAN
330.00-
331.00
SIR 35i64
93
93
RT
334.00-
338.00
SIN 35,64
420
420
MEDIAN
0010
19.00-
21^50
150TH AVE
1655
1655
LT (2,5:1
SLOPE}
18^50-
22=50
150TH AVE
4734
4734
RI t2,5:1
SLOPE)
20.50-
23.00
ISOTH AVE
280
280
LT
23.00-
24.00
150TH AVE
187
187
RT
24.00-
25<00
150TH AVE
93
93
LT
29,00-
30,50
ISOTH AVE
273
273
L7
0010
5,00-
7.20
24TH ST
187
187
LT
7.00-
10a50
24TH ST
327
327
RT
14.00-
15.50
24TH ST
140
140
LT
16.00-
17.50
24TH ST
140
140
LT
16�00-
20.50
24TH ST
515
515
RI
17.75-
18.25
24TH ST
349
349
LT (2.5:1
SLOPE)
STAGE 2
0010
287.00-
291=00
STH 35,64
374
374
LT
299.00-
301-40
SIN 35,64
224
224
MEDIAN
301.40-
306.50
STH 35,64
476
476
MEDIAN
305.50-
317.00
STH 35,64
7460
7460
LT f2.5:1
SLOPE1
306.50-
315.00
SIN 35,64
734
T94
MEDIAN
317.50-
321.00
STH 35,64
327
327
WiD14N
318.00-
324.00
SIR 35,64
56C
560
LT
322-50-
327-OD
STH 35,64
420
420
MEDIAN
324,00-
330^00
STH 35,64
3482
3482
LT (2,5:1
SLOPE)
0010
7,50-
10.00
150TH AVE
140
14G
LT
7>50-
9.00
150TH AVE
140
140
RT
10-00-
11-80
150TH AVE
374
374
LT
10.00-
11.20
150TH AVE
112
112
RI
12�00-
14.75
150TH AVE
257
257
RT
14.80-
17-30
150TH AVE
2118
2118
LT 12.5:1
SLOPE!
14-80-
16-50
150TH AVE
1656
1656
LT f2.5:1
SLCPEX
0010
UNDISTRIBUTED
5000
5000
TOTAL 0010
514BO
51480
STATE PROJECT NUMBER: 1550- 00-80 HWY:STH 35 / 64 COUNTY: ST. CROIX
FT-E NAME : Lrinicrastoti 15500002\030207- �.XKr PLOT DATE : 16-JAN-2002 10:23
om
0010
0010
STATION TO STATION LOCATION
STAGE 1
295.00- 301.50 STH 35,64
STAGE 2
LLAT. DELIVERED. CLASS 11. TYPE B
DELIVERED
INSTALLED
62832
62833
S.Y.
S.Y. REMARKS
607 607 RT
291.00- 303.50 SIN 35i64 1260 1260 LT
200 200 UNDISTRIBUTED
TOTAL 0010 206T 2061
EROSION UAT. DELIVERED. CLASS 111. TYPE D
DELIVERED INSTALLED
62846 62847
CAT. STATION TO STATION LOCATION S.Y. S.Y. REMARKS
STACE 2
0010 13.00- 15.80 150TH AVE SSE 525 LT
UNDISTRIBUTED 50 50
TOTAL 0010 575 575
INLET PROTECTION. TYPE A
CAT. STATION
LOCATION
62870
EACH
REMARKS
STAGE I
OOID 301.40
STH 35,64
1
MEDIAN
306-50
STH 35,64
1
MEDIAN
317.50
STH 35,64
1
MEDIAN
322.50
STH 35�64
1
MEDIAN
STAGE 2
0010 301.40
STH 35,64
1
MEDIAN
306.50
STH 35,64
1
MEDIAN
317.50
STH 35,64
1
MEDIAN
322-50
STH 35F64
1
MEDIAN
TOTAL 0010
a
MISCELLANEOUS OUANTITIES SCALE, FEET SHEET NO: E
FV-02 ieo PLOT NAME : 030207MG.R O"g"oto, z O'st. 6 PLOT SCALE : 200.79957T:IX00000 WISOOTeCADDS SHEET 42
FERTILIZER. TYPE S
SEEDING. MIXTURE NO. 20
62905
63009
CAI. STATION TO STATION LOCATION
CWT.
REMARKS
CAP.
STATION TO STATION LOCATION LB.
REMARKS
STAGE I
STAGE I
0010
270.50-
292.00 STH 35r64
24,ST
LT
& RT
0010
270.50- 292-00 STH 35,64 527
LT &
RT
292.00-
322.00 STU 35,64
25,45
LT
A RT & MEDIAN
292.00- 322-00 STH 35,64 639
LT &
R7 A
MEDIAN
322.00-
338.00 STH 35+64
18.01
LT
& RT A MEDIAN
322.00- 338.00 STH 35,64 542
LT &
RT A
MEDIAN
0010
0-00-
21.72 24TH ST
21.87
LT
& RT
0010
0.00- 21.72 24TH ST 469
LT &
RT
0010
19.00-
30.50 1501H AVE
18.182
LT
& RT
0010
19.00- 30.50 150TH AVE 403
LT &
RT
STAGE 2
STAGE 2
0010
290.00-
322.00 STH 35,64
51.6
LT
& RT
0010
290.00- 3Z2.00 STH 35,64 1106
LT A
RT
322.00-
330.00 STH 35,64
18.96
LT
& RT & MEDIAN
322.00- 330.00 STH 35,64 406
IT &
RT &
MEDIAN
0010
6.50-
17.00 150TH AVE
13.02
LT
& RT
0010
6.50- 17=00 1507H AVE 279
LT &
RT
0010
10.00-
11.00 23RD ST
3.02
LT
A RT
0010
10.00- 11.00 23PD ST 65
LT A
RT
0010
10.00_
15.50 OLD 150TH AVE
1,57
LT
& RT
0010
10.00- 15-50 OLD ISOTH AVE 34
LT &
RT
OBLITERATE OLD ROAD 4,56
OBLITERATE OLD ROAD 98
REMOVE ASP PVMT
20.31
REMOVE ASP PVMT 435
UNDISTRIBUTED
56
UNDISTRIBUTED 1300
-TOTAL -0010 277.76
TOTAL 0010 6303
FIELD OFFICE. TYPE C
AGRICULTURAL LIMESTONE TREATMENT
62911
64220
CAT. LOCATION LS REMARKS
CAT.
STATION TO
STATION LOCATION
7ON REMARKS
0010
3.00-
9.00
24TH STREET LT,RT
1,7 0.00457
TON,IOD BE
0010 SIN 35r64 0.5 PROJECT 1550-00-80
TOTAL 0010 0.5
TOTAL ODIO
1.7
SEEDINr, TEMPORARY
TRAFFIC CONTROL
63003
CAT.
STATION 70 STATION
LOCATION
LB. REMARKS
64301
STAGE I
CAT. LOCATION LS REMARKS
0010
270.50-
292.00
STH 35r64
527 LT &
RT
292.00-
322.00
STH 35,64
1091 LT &
RT
& MEDIAN
0010 STH 35,64 O�5 PROJECT 1550-00-80
322.0()-
338.00
STH 35,64
772 LT A
RT
A MEDIAN
TOTAL 0010 0.5
0010
0.00-
21.72
24TH ST
469 LT A
RT
0010
19.00-
30.50
150TH AVE
403 LT A,
PT
STAGE 2
0010
290.00-
322.00
STH 35,64
1106 LT &
RT
322.00-
330.00
STH 35,64
406 LT A
RT
& MEDIAN
OGIO
6.50-
17.00
150TH AVE
279 LT A
ST
TRAFFIC CONTROL, SuRVEILLANIGE AM MAINTENANCE
0010
10.00-
11.00
23RD ST
65 IT A
RT
0010
10.00-
15,50
OLD 150TH AVE
34 LT A
RT
64311
CAT, LOCATION DAYS REMARKS
OBLITERATE OLD ROAD
98
0010 SIN 35,64 ANTI SIDEROADS 71 STAGE
I
REMOVE ASP PVMT
435
STH 35,64 AND SIDEROADS 58 STAGE
2
UNDISTRIBUTED
1400
TOTAL 0010 129
TOTAL 0010
7085
STATE PROJECT NUMBER:
1550-oo_-_8_ojHWY:STH 35
/ 64
COUNTY: ST. CROIX
MISCELLANEOUS
OUANTITIES SCALE, FEET
SHEET NO: 3
RE NAVE : _:\,Cr0St0t ILI.Il u.+L IkJ;ls VKu U.It : i-ll-W t.. I'LV+ NAM4 ; VaVZUUMQ, ung,otor : U,st.b PLOT SCALE z 200,?99577;1.000000 WISDOT/CADDS SHEET 42
Will IX== -I
64313
CAT. STATION TO STATION
LOCATION
DAYS
REMARKS
0010 27050- 33800
STH 35i64
4260
STAGE I
2T050- 33800
STH 35,64
2262
STAGE 2
0010 0- 2192
24TH ST
497
STAGE 2
60D
UNDISTRIBUTED
TOTAL 0010 T619
1101 txKultwl�
64318
CAT, STATION TO STATION LOCATION DAYS REMARKS
0010
270.50-
338-00
270„50-
338.00
0010
T-00-
33.00
7.00-
33-00
0010
0.00-
21.92
0010
10.00
15.00
STH 35,64
284
STAGE 1
STH 35�64
232
STAGE 2
150TH AVE
213
STAGE I
1507H AVE
348
STAGE 2
24TH ST
284
STAGE I
OLD ISOTH AVE
I74
STAGE 2
TOTAL 0010
1535
TRAFFIC CONTROL, WARNING LIGHTS. TYPE C
64323
CAT, LOCATION DAYS REMARKS
0010 STH 35,64 AND SIDEROADS 710 STAGE I
STH 35,64 AND SIDEROADS 580 STAGE 2
TRAFFIC CONTROL, SIGNS
64326
CAT.
STATION TO STATION
LOCATION
DAYS
REMARKS
0010
270,50-
338.00
STH 35,64
1775
STAGE 1
270.50-
338-00
STH 35n64
1573
STAGE 2
0010
6,50-
33-00
1501-H AVE
71
STAGE 1
6,50-
33„00
150TH AVE
116
STAGE 2
0010
0-00-
21-92
24TH ST
142
STAGE I
0010
10-00
15.00
OLD 150TH AVE
58
STAGE 2
TOTAL 0010
3735
GEOTEXTILE FABRIC. TYPE OF
64503
CAT, LOCATION S.Y, REMARKS
0010 PROJECT 1550-00-80 1000 UNDISTRIBUTED
TOTAL 0010 1000
GEOTEX71LE FABRIC. TYPE R
CAT.
STATION TO STATION
LOCATION
STAGE I
LOW
301.40- 303-50
STH 35,,64
RT
318.OG
STH 35,64
RT
322^50
STH 35i64
RT
0010
19.60
ISOTH AVE
RT
19„90
150TH AVE
LT
20-80
150TH AVE
LT
STAGE 2
0010
301.40- 302'50
STH 35,64
LT
0010
9.80
150TH AVE
RT
12.00
ISOTH AVE
PT
13.30
ISOTH AVE
LT
Ir-00
150TH AVE
RT
16.40
ISOTH AVE
LT
-i-oTAL0010
64505
S.Y. REMARKS
497 ALONG DITCH 12'X250`
20 AT ENOWALL 6„X12'
20 AT ENDWALL E'X12'
147 AT CONC FLUME 8'X95'
9 47 CONIC FLUME 8'X60'
158 RIP RAP 84594 20`x50'
264 ALONG DITCH 10'XISO'
20 AT ENDWALL 6'XI2
20 AT ENDWALL 6'X12'
25 AT ENDWALL 9'XI2'
109 AT CONIC FLUME 8'X70'
94 AT CONE FLUKE 8IX601
GEOTEXTILE FABRIC.
TYPE W
64506
CAT,
STATION TO STATION
LOCATION
S.Y.
REMARKS
STAGE i
0010
19.50- 23-00
150TH AVE RT
694
ALONG DITCH 12'X350°
20.80
150TH AVE RT
19
AT ENDWALL 7'XIO`
0010
9-00
24TH ST LT
29
AT ENOWALL 6-X20'
TOTAL DOW 742
64642
CAT STATION TO STATION LOCATION L.E. REMARKS
0010 294.00- 316-00 STH 35,64 8800 STAGE IA
334.00- 339.00 STH 35,64 2000 STAGE IC
TOTAL 0010 10800
STATE PROJECT NUMBER: 1550-00 - 80 IHWY:STH 35 / 64 COUNTY: ST. CROIX MISCELLANEOUS OUANTITIES I FEET SHEET NO: SCALE.=;-.� I
ILE NAME : L:mtcros.TaTia \Projec"\06-15500002\030209-n .cl� PLOT DATE : IG-JAN-2002 10:23 ORG DATE : I-R-02 leo PLOT NAME : 030209mq, O'tg"QTQ' ; D'st.6 PLOT SCALE : 200,0=00:1-000000 WISDOT/CADDS SHEET 42
TEMPORARY PAVEMENT MARKING. 4-INCH
64901
CAT. STATION TO STATION LOCATION L.F, REMARKS
ODIC 270.00- 338.00 STH 35,64 PVMT WIDENING 13600 WHITE. STAGE JA
2TO.00- 338.00 STH 35,64 PVMT WIDENING 13600 YELLOW, STAGE IA
TOTAL 0010 27200
65045
CAT.
STATION TO STATION LOCATION
L.F.
REMARKS
0010
270.50- 289.80 STH 35,64
1930
2-LANE
289.80- 330.00 S7H 35,64
4020
WEI LANES
289^30- 335.00 STH 35,64
4820
ED LANES
330.00- 337•00 STH 35,64
700
CROSSOVER
295.00- 315.00 STH 35i64
2000
TEMPORARY PVMT WIDENING
0010
0.00- 21.92 24TH ST
2192
0010
6.50- 16.46 15DTH AVE
996
19.64- 30.77 150TH AVE
1113
0010
10.00- 15.30 OLD 150TH AVE
530
0010
10.00- 11.00 24TH ST
100
TOTAL 0010
18401
as
SAVING EXISTING PAVEMENT
66501
CAT.
STATION LOCATION L,F.
REMARKS
0010
33.00 ISOTH AVE 20
0010
0.00 24TH ST 25
TOTAL 0010 45
ABANDON CATTLE PASS
90005A
CAT, STATION LOCATICN EACH REMARKS
0010 299.50 STH 35,64 1 3.5'W X S'H A SO'L X 6"THICK
ABANDON IN SFAGE I
TOTAL 0010 1
H.11saidW 1119--limu=� ��z * -.0 ,
90008A
CAT. STATION
LOCATION
DAYS
REMARKS
0010 275+00
STH
35,64
142
STAGE 1
275.00
STH
35�64
142
STAGE 1
340.00
STH
35,64
116
STAGE 2
340-00
STH
35,64
116
STAGE 2
TOTAL 0010
516
CAT. STATION TO STATION
LOCATION
900336
S•Y,
REMARKS
Dolo 299.00- 338.00
STH 35,64
27650
EB LANES
303.50- 330.00
STH 35,64
18766
W3 LANES
3500
UNDISTRIBUTED
TOTAL 0010
49936
CAT.
MARKER POSTS. FLEXIBLE. FOR CULVERT
STATION TO STATION LOCATZON
END
90616
EACH
REMARKS_
0010
301<40
109'LT:
AE-1
I
STH 35,64
3()1.40
25'LT:
INL-1
I
STH 35,64
301-40
66'RT;
AE-2
I
STH 35,64
306.50
27'LT:
P,tL-2
I
STH 35�64
307.46
931RT;
AE-3
I
STH 35,64
317.50
32'LT:
TNI--3
I
STH 35,64
317.90
741RT:
AE-4
I
STH 35,64
322.50
26'LT!
INC.-4
1
STH 35,64
322.46
751RT:
AE-5
I
STH 35,64
0010
10.37
35'LT:
AE-6
I
OLD 150TH AVE
10.46
49'RT;
AE-7
I
OLD 150TH AVE
0010
iS.43
89'LT;
AE-B
1
150TH AVE
15-43
39'RT;
AE-9
I
150TH AVE
20.80
113'LT:
AE-10
I
150TH AVE
20.80
107'RT;
AE-11
I
I
150TH AVE
0010
9.00
51'RT;
AE-12
I
24TH ST
9.00
51'LT;
AE-13
I
24TH ST
TOTAL 0010
17
STATE PROJECT NUMBER: 1550-00- 80 IHWY:STH 35 / 64 COUNTY: ST. CROIX MISCELLANEOUS QUANTITIES ISCALE, FEET" ISHEET NO: 3,T
FILE NAME 7 PLOT DATE : 16-JAN-2002 10:23 ORC DATE : 1-11-02 leo PLOT NAME : 030210mq.t 01iQi"Tol ; Dist.6 PLOT SCALE : 200,799577:1.000000 *VSOOTlCADOS SHEET 42
STATION TO
STATION
LOCATION
zqO-'Oo
315.00
EXISTING STH 35 , 64
270-46
338.00
E9 SIR 35 , 64
0.00
21.91
24TH ST
19.00
33.00
ISOTH AVE
STAGE I SLIB-IOTA.
(CY N
(CY)
(CY)
myw
EXP. 33%
INCREMENTAL
(CYP
com.
FILL
FILL
MASS HAUL
E.B.S REMARKS
5998
23T3
3156
2842
STAGE ONE WIDENING
1039BS
IOT28
1426E
89TIT
1000
13949
11154
14834
-885
2332
575TT
765TT
-T4245
125264
81832
108835
17429
2000
STAGE 2
5i
ICY
(CY
o
(CY)
(CY1
EXP. 33Z
14CREMENTAL (CY)
STATION
TO STATION
LOCATION CON.
FILL
FILL
PASS HALL E.B.S. REMARKS
295�00
330-00
SIR 35 , 64 WB 97784
2540
3378
94406
6-50
17.00
ISOTH AVE 255
32230
42865
•42610
10.00
16.00
OLD 150TH AVE 2085
2085
2174
-685
.00
11.00
23FO ST 536
39
52
486 CREATE CLL-DE-SAC
3120
9-00
338-50
EAST CROSSOVER 1949
4229
5624
-36T5
STAGE 2 54H-TOTAL 102611
41223
54693
47918
PROJECT TOTALS
20501
COMMON
EXPANDED PASS HAUL
EBS COMMON
EXCAVATION
FILL FILL
EXCAVATION
(CY)
flcy: (CY)
(CY) tcyN
228875
122955 163528 65347
1000 229875
NOTE: AN EXPANSION FILL FACTOR OF 33% WAS USED.
�l -- I SCALE, FEET 0n;— a , -3 K - 1
I COUNTY:ST. CROIX MISCELLANEOUS OUANTITIES SHEET NO:
�FSTATE- PROJECT NUMBER: 1550-00-80 HWY:-STH 35 / 64 1 -
PLOT DATE : 16-.rub -2002 10:23 (FRG DATE 15-02 1.o PLOT N&ME z 030211qa an',.... ; D, St. 6 PLOT SCALE : 200000000:1000000 WISOOT/CADDS SHEET 42
F�E NAVE 2
CAT.
STATION TO STATION
LOCATION
30404
TON
REMARKS
0010
6+00-
16-40
150TH AVE
2711
19+45-
33+00
150TH AVE
3533
150TH AVE
142
3 DRIVEWAYS
0010
10a00-
15+00
OLD 19OTH AVE
1006
OLD 1SOTH AVE
82
3 DRIVEWAYS
0010
0+00-
21+90
24TH ST
4662
24TH ST
65
2 DRIVEWAYS
0010
270+50-
288+00
STH 35.64
7572
2-LANE
288+00-
290+00
STH 35,64
1010
2-LANE
290«00-
299.00
STH 35,64
3586
ED LANES
290+00-
299+00
STH 35,64
3219
WE LANES
299+00-
303+50
STH 35,64
1793
W6 LANES
299+00-
338+00
STH 35,64
11981
ED LANES
303+50-
330+00
STH 35,64
8140
WS LANES
331s00-
336+00
STH 35,64
2153
CROSSOVER
0010
10+00
11-20
23RD ST
555
CUL-DE-SAC
23RD ST
60
1 DRIVEWAY
TOTAL 0010
52280
ASPKk TIC MATERIAL FOR TACK. COAT
40204
i CAT.
SsTATION TO STATION
LOCATION
GAL,
REMARKS
Ci 0010
0+00-
21+92
24TH AVE
146
0 0010
10+00-
11+00
OLD 1SOTH AVE
25
0010
6+00-
16-40
150TH AVE
69
19*45-
33+00
150TH AVE
90
0010
270 t50-
288+00
STH 35,64
146
2-LANE
288+00-
290+00
STH 35r64
25
2-LANE
n
290+00-
299+OD
STH 35.64
65
ED LANES
290+00-
299+00
STH 35,64
SO
WB LANES
-
299v00-
303+50
STH 35,64
33
WB LANES
"!
331+00-
338-00
STH 35,64
S0
CROSSOVER
TOTAL 0010
699
S� STATE PROJECT NUMBER:1550-00-81
FILE NAME t; inzcr'ost pxi Oft\Pro iects\D6_IS500002 \P30"<
I HWY: STH 35 / 64 1 COUNTY: ST. CROIX
09, PLOT DATE : 25-MAR-2002 12;33
CAT.
STATION TO STATION
LOCATION
40301
TON
REMARKS
0010
0+00-
21+92
24TH ST
1480
PVMT
24TH ST
14
DRIVEWAY
0010
6+00-
1.6+40
150TH AVE
702
PVMT
19+45-
33+00
1SOTH AVE
915
PVMT
14+08-
23-30
ISOTH AVE
151
SHOULDERS AT BEAM GUARD
0010
10+00-
11+00
OLD ISOTH AVE
62
PVMT
0010
265+00-
272.50
STH 35,64
754
TEMPORARY WIDENING
270+50-
288+00
STH 35.64
2398
2-LANE PVMT
288+00-
290+00
STH 35,64
375
2-LANE PVMT
29D+00.
299+00
STH 35,64
1069
ED LANES PVMT
290+00.
299<00
STH 35,64
171
ED LANES SHLD
290*00-
299+00
STH 35,64
822
WE LANES PVMT
290+00-
299+00
STH 35,64
171
NO LANES SHLO
299+00-
303+50
SIR 35,64
534
WB LANES PVMT
299+00-
303-50
STH 35,64
65
WE LANES SHLD
299+00.
338+00
STH 35,64
740
ED LANES SHLD
303+50-
330+00
STH 35,64
503
WE LANES SHLO
TOTAL 0010 10946
ASPHALTIC MATERIAL FOR RANT MIKES
CAT„
STATION TO STATION
LOCATION
40501
TON
REMARKS
0010
5«00-
16.40
ISOTH AVE
42
19+45-
33+00
150TH AVE
55
0010
10+00-
11+00
DLO 150TH AVE
6
0010
0*00-
21,92
24TH ST
89
0010
270+50-
288.00
STH 35 r 64
144
2-LANE
288+00-
290+00
STH 35 r 64
23
2-LANE
290+00-
299+00
STH 35 r 64
74
ED LANES
290+00-
299+00
STH 35 e 64
60
WB LANES
299+00-
303.50
STH 35 r 64
37
WS LANES
299+00-
338-00
STH 35 r 64
44
ER LANES
303+50-
330+00
STH 35 r 64
30
WE LANES
331+00-
338+00
STH 35 r 64
58
CROSSOVER
TOTAL 0010
662
MISCELLANEOUS OUANTITIES J SCALE, FEET °�
1-14-02 No PLOT NAME : 03O221mp-i Onq,.tar : Dist„G PLOT SCALE
ASPHALTIC CONCRETE PAVEMENT, TYPE E-0.3
w
ry
40721
CAT.
STATION TO STATION
LOCATION
TON
REMARKS
0010
290+00-
299400
STH 35,64
171
EB
LANE SHOULDERS,
NON amp
290*00-
299a00
STH 35,64
171
WS
LANE SHOULDERS.
NON OMP
299*00.
303-50
STH 35,64
85
WS
LANE SHOULDERS,
NON SIR
299*00.
338.00
STH 35,64
740
EB
LANE SHOULDERS,
NON OMP
303.50-
330-00
STH 35,64
503
WB
LANE'. SHOULDERS,
NON OUR
0010
0+00-
21.92
24TH ST
1480
0010
7.00-
16-40
150TH AVE
635
1.9445-
33-00
150TH AVE
915
14+08-
23430
150TH AVE
151
SHOULDERS AT BEAN
GUARD, NON IMP
0010
10+00-
11.-00
OLD 1SOTH AVE
62
40724
CAT, STATION TO STATION
LOCATION
TON
REMARKS
0010 270*50-
299-00
SIN
35,64
2398
2-LANE
288*00-
290.00
STH
35;64
375
2-LANE
290*00-
299-00
STH
35,64
1069
EB LANES
290+00-
299-00
STH
35,64
822
WB LANES
299*00-
303*50
STH
35,64
534
W8 LANES
DENSITY INCENTIVE. ASPKAL71C CONCKTE PAVEMENT
40T28
LOCATION OOL REMARKS
Fro, IteI, No.40721 1980 TYPE E-0.3
Fro. iteIr No.40724 3330 TYPE E-10
TOTAL 00I0 5310
ASPHALTIC SURFACE. DRIVEWAYS AND FIELD ENTRANCES
41105
CAT, STATION TO STATION LOCAT'I ON TON REMARKS
0010 1.50 24TH ST RT 14
TOTAL 0010 14
ASPHALTIC SURFACE. TEMPORARY
£ 41106
CAT. STATION TO STATION LOCATION TON REMARKS
"? 0010 329-00- 339+00 STH! 35,64 845 CROSSOVER
TOTAL 0010 845
w
x
a
y STATE PROJECT NUMBER:1550-00-81 HWY: STH 35 / 64
PILE. NAME L:\wicr OstgtimV'roi&cTs\06_15500002\030222_nq.OT ROT DATE 25-M/
-
415"
CAT. STATION TO STATION
LOCATION
S.Y.
REMARKS
0010 Z99.00- 338,00
STH 35,64
11267
EB LANES
303.50- 330.00
STH 35,64
7656
W8 LANES
TOTAL 0010
18923
60170
CAT. STATION TO STATION
LOCATION
L.F.
REMARKS
0010 21.50
24TH ST LT
95
INTERSECTION RADIUS
21*50
24TH ST RT
60
INTERSECTION RADIUS
TOTAL 0010
155
STEEL THRIE BEAM STRUCTURE APPROACH
61407
CAT, STATION TO STATION
LOCATION
L.F. REMARKS
0010 16,03
15DTH AVE - RT
33
16.42
150TH AVE - LT
33
19.47
150TH AVE - RT
33
19.82
150TH AVE - LT
33
TOTAL 0020
132
STEEL PLATE BEAM GUARD, CLASS A
61408
CAT. STATION TO STATION
LOCATION
L.F. REMARKS
Colo 14+57-
15.70
150TH AVE
RT
113
15.47-
16-10
ISOTH AVE
LT
63
19*80-
ZZ,80
ISOTH AVE
RT
300
20.I5-
21.02
150TH AVE
LT
87
0010 304>I0-
305+78
5TH 35,64
MEDIAN
360 BULLNOSE INSTALLATION
TOTAL 0010
923
COUNTY: ST. CROIX MISCELLANEOUS OUANTITIES ' SCALE, FEET ° SHEET NO: 3 M E
OZ 12#39 ORG LATE : 1-14-02 tea PLOT NAME : 030222mq,{ Ori ®ingPRr Dist 6 PLOT SCALE : Z00.000000:1.000000 i!'tSDOTICA005 SHEET ]
STEEL PLATE BEAM GUARD, ENERGY ABSORBING TERMINAL
MOBILIZATIONS. EMERGENCY EROSION CONTROL
61435
CAT,
STATION TO STATION
LOCATION
EACH
REMARKS
62821
0010
14.08
150TH AVE - RT
I
CAT, LOCATION
EACH REMARKS
14.97
ISOTH AVE - LT
1
23.30
150TH AVE RT
1
0010 STH 35,64
3
21.52
15GTH AVE LT
I
TOTAL
0010 3
TOTAL 0010
4
ASPHALTIC SHOULDER RUMBLE STRIP
FERTILIZER, TYPE 8
62202
�g
CAT,
STATION TO STATION
LOCATION
L.F.
REMARKS
62905
Z9
CAT,
STATION TO STATION
LOCATION CRT, REMARKS
0010
270.50- 290.00
SIN 35,64
3900
2-LANE
290.00- 303.50
STH 35,64
2720
WS LANES
0010
270.46 338.00
MAINLINE d 150TH 20 UNDISTRIBUTED
290.00- 338.00
STH 35,64
9600
ED LANES
303.50- 330.00
STH 35,64
5300
EB LANES
TOTAL 001-0 20
TOTAL 0010
21520
ASPHALTIC FLUES
SEEDING. MIXTURE NO. 20
62203
63009
ri
CAT,
STATION TO STATION
LOCATION
S.Y.
REMARKS
CAT,
STATION TO STATION
LOCATION LB. REMARKS
0010
21.07
24TH $T LT
7
AT END OF CAD
0010
270.46 335.00
MAINLINE & 150TH 1000 UNDISTRIBUTED
25-70
TOOTH $T RT
7
AT END OF C&G
TOTAL 0010 1000
TOTAL 0010
14
ti
pN
K4
MULCHING
DELINEATOR POSTS
62702
CAT,
STATION TO STATION
LOCATION
S'y�
REMARKS
63301
---
CAT.
STATION TO STATION
LOCATION EACH REMARKS
0010
270=46 338.00
MAINLINE A 1507H
30000
UNDISTRIBUTED
0010
270.00- 340.00
STH 35,64 70 LT & RT EDGES
TOTAL 0010
30000
TOTAL 0010 70
J
STATE PROJECT NUMBER: 1550- 00-81
IHWY:STH
35 e 64
COUNTY-ST. CROIX
MISCELLANEOUS QUANTITIES
SCALE, FEET
SHEET NO: -31V
FLE NAME
PLOT DATE 24-JAN-2O02 15:13 ORG DATE L-14-02 tea
PLOT NAME : 030223mq,s
ong'Qto' D'st.6
PLOT SCALE 200,000000:1X00000
WISDOT/CADDS SHEET 42
TRAFFIC CONTR%, DRtjWS
DELINEATORS
64313
CAT,
STATION TO STATION
LOCATION DAYS REMARKS
63305
CAT,
STATION TO STATION LOCATION
EACH REMARKS
0010
270.50- 338�00
STH 35,642TO.50-
338-O0
STH 35,64 2262 STAGE 2
0010
270.00- 340-00 STH 35,64
70 LT A RT EDGES
0010
0.00- 21.92
24TH ST 497 STAGE i
TOTAL
0010 TO
600 UNDISTRIBUTED
`
TOTAL 0010 7619
TRAFFIC CONTROL, BARRICADES. TYPE III
64318
CAT."—
STATION TO STATION
LOCATION DAYS REMARKS
FIELD OFFICE, TYPE C
"�"
--
0010
270.50- 338.00
STH 35,64 284 STAGE 1
270.50- 338•00
STH 35,64 232 STAGE 2
64220
CAT.
LOCATION LS
REMARKS
0010
6.50- 33.00
,
150TH AVE 213 STAGE 1
6-50- 33.00
150TH AVE 34B STAGE 2.
0010
STH 35,64 0.9
PROJECT 1550-00-81
001.0
0.00- 21.92
24TH ST 284 STAGE I
TOFaL 00I0 0,5
0010
10.00- 15.00
OLD ISOTH AVE 174 STAGE 2
TOTAL 0010 1535
TRAFFIC CONTROL
64301
TRAFFIC CONTROL, WARNING LIGHTS. TYPE C
CAT.
LOCATION LS
REMARKS
00lo
STH 35,64 0.5
64323
CAT. LOCATION
DAYS REMARKS
TOTAL 0010 0.5
0010 STH 35,64
ML AND SIDEROADS 710 STAGE 1.
STH 35,64
ML AND SIDEROADS 580 STAGE 2
TOTAL 0010 1290
TRAFFIC CONTROL. SICK
TRAFFIC CONTROL. SURVEILLANCE AND VAINTENAPKE
64326
CAT.
STATION TO STATION
LOCATION _ DAYS REMARKS
m
64311
0010
270.50- 338.00
STH 35,64 1775 STAGE 1
CAT.
LOCATION
DAYS REMARKS
270.50- 336.00
STH 35,64 1573 STAGE 2
0010
STH 3S,64 ML AND SIDEROADS
71 STAGE 1
0010
6.50- 33.00
150TH AVE 71 STAG", 1.
STH 35,64 ML. AND SIDEROADS
58 STAGE 2
6.50- 33.00
I50TH AVE 116 STAGE 2
TOTAL 0030
I29
0010
0.00- 21.92
24TH ST 142 STAGE I
00I0
10.00 15�00
OLD 150TH AVE 58 STAGE 2
TOTAL 0010 3735
STATE PROJECT NUMBER:1550-00-81
HWY:STH 35
/ 64 COUNTY:ST.CROIX
MISCELLANEOUS QUANTITIES
SCALE, FEET° I SHEET NO: 3p E
PILE. NAME
PLOT PATE 16-J4N-2002 10:38 GOO DATE p-14�02 Info
PLOT NAME : 030224mq.1
Cry ginpPOf Olsi'.6
PLOT SCALE 200 .p OROOOol.tt00Gp0
W1SOOTPCAODS SHEET 42
PAVEMENT MARKING. 4-INCH. PAINT
64601
CA7. ,STATION TR STATYON
LOCAT ION
L.F.
REMARKS
0010 270>O0. 340-00
STH 35,64 EDGELINE
24000
WHITE, GONG PREP WORK INCIDENTAL
270>00- 340t00
STH 35,64 CENTERLINE
7875
YELLOW, CONS PREP WORK INCIDENTAL
TOTAL 0010
21875
CAT,
STATION TO
STATION
CONSTRUCTION STAKING. CRUSHED AGATE BASE COURSE
65050
LOCATION L.F. REMARKS
0010
296.OD-
315.00
SIR 35,64
1900
TEMP PAVEMENT WIDENING
2TO+50-
288.00
STH 35,64
1750
2-LANE
288-00-
303.50
STH 35.64
1550
WS LANES
288-00-
299.00
STH 35,64
1100
E6 LANES
330�00-
337-00
STH 35r64
700
CROSSOVER
0010
0<00-
21-92
24TH ST
2192
0010
6-00-
16-40
ISOTH AVE
1040
19+45-
33+00
150TH AVE
1355
Colo
10+00-
15,30
OLD 150TH AVE
530
0010
10+00-
11-00
23RD ST
100
TOTAL 0010
12217
CONSTRUCTION STAKING. CURB. GUTTER. AND AM CUTTER
65055
CAT- STATION TO STATION
LOCATION
L,F,
REMARKS
0010 21+50
24TH ST LT
95
INTERSECTION RADIUS
21-50
24TH ST RT
60
INTERSECTION RADIUS
TOTAL Colo
ISE
nt 65070
f CAT, STATION 70 S?'ATION LOCATION L,f'. PEMARKS
0010 303+50- 332.00 STH 35r64 2850 W8 LANES
w 299100- 340.00 STH 35r64 4100 EB LANES
w TOTAL 0020 695D
900056
CAP- STATION TO STATION LOCATION EACH REMARKS
00I0 330s00- 338.00 SIR 35,64 CROSSOVER 24
TOTAL. 0010 24
90008A
CAT, STATION TO STATION
LOCATION
DAYS
REMARKS
0010 275+00
STH
35,64
71
STAGE 1
275+00
STH
35.64
71
STAGE 1
340.00
STH
35,64
56
STAGE 2
340.00
STH
35,64
56
STAGE 2
TOTAL. 0010
258
CAT-
STATION TO STATION
LOCATION
90365
TON
REMARKS
0010
6t00-
16.40
ISOTH AVE
2711
19t45-
33-00
ISOTH AVE
3533
0010
10-00-
15.00
OLD 150TH AVE
1006
OLD 150TH AVE
Colo
0+00-
21-90
24TH ST
4662
0010
265 -00-
272-50
STH 35,64
1821
TEMP PVMT WIDENING
270.50-
288,00
STH 35,64
7572
2-LANE
288�00-
29D-OG
STH 35,64
1010
Z-LANE
290.00-
299-00
STH 35r64
3566
E8 LANES
290-00-
299-00
STH 35,64
3219
WE LANES
299-00-
303,50
STH 35,64
1793
WE LANES
299•00-
340-00
STH 35,64
12595
E9 LANES
303*50-
332.00
SIR 35.64
8754
WE LANES
331w00-
336-00
STH 35.64
2163
CROSSOVER
TOTAL 0010
54425
90410
GAT. STATION TO STATION
LOCATION
5.Y,
REMARKS
0010 299.00- 338.00
STH 35,64
11266
EB LANES
303.50- 330.00
STH 35,64
7656
WS LANES
TOTAL 0010
18922
STATE PROJECT NUMBER:1550-00-81 ' HWY: STH 35 / 64 COUNTY: ST. CROIX MISCELLANEOUS OUANTITIES SCALE. FEET ° SHEET N0: 3 P E
ARE NAME PLOT DATE : 25-MAR-'2002 12:39 ORG GATE : 1-14-02 reo PLOT NAME : 030225mQJ Orr QIPSt.' 11 01 5t.6 PLOT SCALE : 200.000000:1.0000oo *tSDOTVCADDS SHEET 42
`®®�►t►u►►rrrrrrr`®
r w`„GRE 3 RY A.f�\.*
RAER
•v E•3CM a
p °, Middie►on, : &w
WE 4
``rtsstrr4►1►
SIGNING
PAVEMENT MARKING
`:„>•�'}+
JPlr+(%�Cr°'
63830
64602
64618
. l
634GI
63411
63412
63822
63827
REMOVING
4-INCH,
4-INCH,
8-I4CH
REMOVE WOOD POSTS.
WOOD POSTS.
WOOD POSTS,
63702
MOVING
REMOVING
SMALL
EPDXY,
EPDXY,
EPDXY.
OR INSTALL 4X4-INCH,
06-INCH,
4X6-INCH.
SIGNS,TYPE II
SIGNS.
SIGNS,
SIGN
EDGE LINE.
DOUBLE.
CHANELIZ ING,
SIGN CODE PRIOR TO SIZE
10 FT
14 FT
16 FT
REFLECTIVE
TYPE II
TYPE II
SUPPORTS
REMARKS
WHITE
YELLOW
WHITE
NO. AD. STAGE (INCHES)
EACH
EACH
EACH
S+F.
EACH
EACH
EACH
ROADWAY LOCATION
L.F.
L.F.
L.F.
1-1 RI-1 2 30 X 30
-
_
_
_
_
f
1
24TH STREET 0+00 - 21+47
4232
4294
-
m
1-2 W14-1 2 24 X 24
_
-
-
-
-
i
1
1-3 W5-56 (2) 3 18 X 18
1
-
-
2.25
-
-
-
MOUNT
AT
4`
HEIGHT
TO
BOTTOM
OF SIGN
15OTH AVENUE 6+50 - 30+77
5031
4854
130
i-4 W5-56 (2} 3 98 X 18
t
-
-
2.25
-
7.gUNT
AT
4'
HEIGHT
TO
BOTTOM
OF SPGN
1-5 W5-56 (2) 3 78 X 18
1
-
-
2.25
-
-
-
MOUNT
AT
4'
HEIGHT
TO
BOTTOM
OF SIGN
TOTAL,
9263
9148
130
1-6 W1-6 (21 2 48 X 24
-
1
-
8.00
-
2-1 W14-3 2 36 X 48
-
-
-
-
-
1
t
K
2-2 W8-1 2 30 X 30
-
-
-
i
1
h
2-3 155 2 24 X 30
-
i
-
-
1
1
-
MOUNT
SIGN
ON NEW POST
2-4 W8-1 2 30 X 30
-
-
-
-
-
1
1
N,
2-5 W14-1 (21 2 30 X 30
-
t
6.25
-
-
-
2-6 R1-1 (2} 2 30 X 30
-
1
-
5.1B
_
-
-
2-7 R2-1 (2) 2 24 X 30
-
1
5.00
2-8 Wt-6 t21 2 48 X 24
i
_
8.00
_
F
2-9 W3-1 (2) 2 36 X 36
-
-
9
9.00
-
-
-
C
2-10 Wi-6 (2) 2 48 X 24
-
1
-
8.00
-
-
-
2-11 W1-6 (2) 2 48 X 24
2-12 Wi-6 (2) 2 46 X 24
-
-
1
/
-
8.00
B. 00
-
-
-
'
$
ri
u
3-1 R2-1 (4) 2 36 X 48
-
-
1
12.00
-
-
-
R
4-1 W14-1 (2) 3 30 X 30
_
-
t
6.25
_
_
-
h
4-2 R2-1 (27 3 24 X 30
t
5.00
4-3 RI-1 (2) 3 30 X 30
_
t
-
5.18
-
-
-
4-4 W14_1 (2) 3 30 X 30
-
-
1
6,25
-
-
-
;3
4-5 W1-6 (2) 3 48 X 24
-
1
-
8.00
-
-
-
+
4-6 W2-2 2 24 X 24
-
_
-
-
-
t
1
4-7 W3-1 2 30 X 30
-
-
t
1
n
4-8 R1-1 2 30 X 30
-
-
-
-
-
i
1
4-9 W5-56 (2) 3 18 X 18
1
-
-
2.25
-
-
-
MOUNT
AT
4'
HEIGHT
TO
BOTTOM
OF SIGN
4-10 W5-56 (2) 3 18 X 76
i
-
-
2.25
-
-
-
MOUNT
AT
4'
HEIGHT
TO
BOTTOM
OF SIGN
�+
4-11 W5-56 (2) 3 18 X 18
1
-
-
2.25
-
-
-
MOUNT
AT
4'
HEIGHT
TO
BOTTOM
OF SIGN
4-12 Rt _i (27 3 30 X 30
i
S.lB
N
+
5-1 Rt-f 1A 30 X 30
_
-
-
-
-
f
1
5-2 R2-1 (2) 2 24 X 30
_
1
-
5.00
-
-
-
w
5-3 W2-2 (2) 2 30 X 30
-
-
t
6.25
_
-
-
�
UNDISTIBUTED
I
1
1
-
-
-
-
*�
TOTAL
7
14
B
144.29
1
10
9
e
�t
N
k
N
i
STATE PROJECT NUMBER:1.550-00-Mli
HFYY: STH
35 / 64
COUNTY: ST. CROIX
MISCELLANEOUS
QUANTITIES
SCALE:
SHEET NO.' fR
FILE
NAME : sx.,.Aesl9Mflla..,,x9
PLOT DATE : sx...plattingQOta....ss
PLOT BY :
AS...platu5ei`,.,xx PLOT NAME :
ORD DATE
Orl Minatcr
: Mat PLOT SCALE
ss,....plptxate....,xx
WfSDOT✓CAODS SHEET 42
mm
CONVENTIONAL SYMBOLS AND ABBREVIATIONS
CAUTION
THIS PLAT IS FOR ILLUSTRATIVE PURPOSES
ONLY,DEEDS MUST BE CHECKED
t T
ACCESS PONT A.R. COMBUSTIBLE FLUIDS O DETERMINE PROPERTY BOUNDARIES. •.I�
a ACRES AC. AHEAD AK HIfiDER PRESSURE} i
v AND OTHERS ET AL UNDERGROUNDUTILITIES+'U BACK SK.
a. BARN B GAS —G—
o
BLOCS
ELECTRIC E
i CENTRALS ANGLE 0
CRAWL CHANGE CH. CK TELEPHONE
COMPANY COAL SERVICE PEDESTAL. RED.
CORNER Cm
CORPORATION CORP.
00 COUNTY CO. R '
COUNTY TRU.RA HIGHWAY C.T.N. POWER POLE 15
00 CREEK CR. R_20-W R-19`W
nn DEGREE OF CURVE D TELEPHONE POLE 0
GARAGE G RAILROADS
uw
GOVERNMENT GOVT. as P s __ HOUSE H MARSH Av wkfA END RELOCATION ORDER
zz WOREOUSE TRAILERH.T. W96OED AREA
o MN 1554-04-21
H- OINCORPORATED
ED IbC.
is E�TPN WMCi'SCt
LT.
COORDINATES
COUNTY LIE �_�. STA. 10+920.000
METRIC
n� LEFT CURVE L. CORPORATE LIATS C{rr>rrrrirrr. y.
o LIMITED HIGHWAY EasEHENr L.KE. PROPERTY LIE N = 142523.492 �4
NORTHEASTIJILE
HE LOT LIE _______ E = 393572.430
NORTHWEST NW APPROX. 355.885 METERS SOUTH-_-- -,• 35
PERMANENT PERM. LIMITED HIGHWAY EASEMENT ----....
PaaT OF CURVATURE P.C.. EXISTING RIGHT OF WAY AND 353.541 METERS WEST OF THE
PONT OF INTERSECTION Pi. EAST EAST QUARTER (El/4 ) CORNER OF PONT OF TANGENCY P.T. NEW RIGHT OF WAY p
POINT OF COMPOUND CURVE F.C.C.
PONT OF REVERSE CURVE PR.C. REFERENCE LIE SECTION 23, T-3Q-N, R-2O-W. �`giTL
PORT 0.4 CURVE P.O.C., PROJECT FRERCEPT ---- V
a PRtl L
0„ PROPERTY LIE P.L. STATE LIE
CUT CLAM DEED O.C.D.
u RADIUS R TOWNSHIP AND RANGE LIES
y^U RAILROAD RR SECTION LIE
H" RAILWAY BY h l P Q
® REOLARED HREO'D. QUARTER LIE __m _
NIGHT AT.
HOUI$On
RIGHT OF WAY R/W SIXTEENTH LIE v_ esr. josEpi
SECTKKN FIG.SErNEW CENTERLINE6� P, Porn
SHED S NO ACCESS 1tlfPLU PNl
SOUTHEAST SE eP}•
SOUTHWEST sW NOAccess BY PRIOR
BEGIN RELOCATION ORDER o y 3r
'., STATION STA, PROJECT tSBO,O4-2t
STREET ST. HD ACCESS BY STATUtE �'Z' _ E'
TANGENT TAK STA. 5+000.000 �9 __ _ _ -a__
TAVERN TAV. TRANSAWSS*N TOWER METRIC COORDINATES
TEMPORARY TEMP. AND LIE ""`.,��� ^ �-'® `
UNITED STATES COAST A N = 138606.098 t IALET
.0S t xI
GEODETIC SURVEY U.S.& GMGHW S. AY HIGHWAY
SEPARATION E = 390276,654
tIUTE6 STATES GEOLOGICAL RIGHT OF WAY POINT APPROX. 24.08 METERS SOUT S
URVEY U.S.m.— . 3r re r TA
RIGHT OF WAY POINT ✓ AND 306.30 METERS WEST OF THE
UNITED STATES HIGHWAY USJL TO BE ADMNENTED g R-20-W —►{+— R-19-W
WELL W SOUTHEAST QUARTER (SE/Q) CORNER
OF SECTION 27, T-30-N, R-20-W,
NOTES
COORDINATES AND BEARINGS ON THIS PLAT ARE ORIENTED TO THE.
WISCONSIN COORD04ATE SYSTEM CENTRAL ZONE, ALL PLAT DTS-
TAKES ARE GROUND LENGTH AND MAY BE CONVERTED TO GRID
LENGTH BY MULTIPLYING THE DISTANCE BY THE GRID FACTOR PRO- _
`w VtDED ON THE DETAIL SHEETS. LAYOUT
m RIGHT OF WAY MONUMENTS ARE REBAR AO ARE PLACED PRIOR SCALE 0 Ikm
r TO OR AT THE TIME OF LAND TITLE TRAFNSFER REWSIC- DATE
n
9 RIGHT EE WAY ARES ARE DEFIED WITH COURSES OF THE v+%
0 PERIMETER OF THE HIGHWAY LAMS REFERENCED TO THE U.S. PUBLIC TOTAL HET LENGTH OF CENTERLINE5.42 Am I'r"n Kr -
LAND
� lA)Uj T � OTHER SURVEYS OF PUBLIC RECORD.
PLAT OF FKHT Of WAY a
BRIDGESTILLWATER •al�
150th
T'--
0
5
N
rh
STATION 5+000.000
METRIC COORDINATES
N 138606.098
E 390276.654
m
0, fSe
A,
-71
— —
— — — —
ED
ACRES
SEVERED
D'z
ACRES
SEVERED
--i--
mzr
un
�c
.-z
in
RT
ACRES
SEVERED
Ij-
ACRES
REMAIN
4
- —
- — - — —
M.
li
YT j
-rPECHSLER H.rIUH-Tfl -I
0
F Bf
2 F4
70=05RE
lzr
m
OR
Ip
ACRES
SEARED
ff
ACRES
REMAIN
'03
-7
8
Z
8
LOT 2
ANDERSEN
waxy
0
00
Z �-zP
ov,
REWSION DATE -96 DATE SCALE,METERS
9-25-97 N.C. 2-2-96 200 400 1 HWY: S.T.H. 64/S.T.H. 35 CONSTRUCTION PROJECT NO: -1-3
7FD -
1-15-99 NX, FACTOR 0.999900 COUNTY: ST. CROIX STATE R/W PROJECT NO: 1550-00-21 SHEET NO: 4.2
..................................................
N701
ENV TAX
.......a
............................................
POINT
-----------------------------------------------------
FEET
REARING
METERS
-_-___----_.__-,.__«----_-.-...._--------__.---------------
8800
to
580.00z
N
88-28,10"
M
176.T85m
720E
to
84,185
S
08-52150'
M
25.660m
7200
to
395.T63
S
26-31`53'
E
120.629m
8427
to
795.490
S
26-45'43'
R
242.466m
8428
to
297.580
N
59-58'51'
R
90.T03m
8430
to
149.996
N
76-37'22"
If
45,719m
9020
to
1017,058
N
15-08'55"
E
310,000M
90zz
to
10.379
S
29-42'38'
E
3.164m
7600
to
327.192
S
88-28'10"
E
99,728m
7201
L•JL+I'i:J
.a........w......w.a.............aa..a........w....a
N72
.............ill.................................
Y86
POINT
FEET
BEARING
METERS
» _ _-----__„„.-------
8800
---- ---
---------------
--- -„-„-- -
to
907.194
N
68-28-10'
R
276.513m
7600
to
309.592
N
12-44'06'
M
94.364m
7100
to
182.470
N
36-39,26"
E
SS,617m
7137
to
182.T99
N
56-05'12'
E
55.717m
7101
to
783A52
N
13-21'42'
E
238.919m
T602
to
266.021
S
88-52-10"
E
BIA83M
7602
to
565.143
S
10-39.33"
8
IT2.256m
7203
to
448.331
S
61-09'16'
E
136.652M
7202
to
560.666
S
02-07,38,
M
170.891m
\\ G\ 862T"Pi
COT & f
BEGIN RELOCATION ORDER \r LOT 7 \ �1" _ 1 f/ %"'
O
STA. 5+000.000 �---
y f
METRIC
f
N 438806.088
E 390276.854 LOT V
REMNANT---
3:4,540 AD,
+1.837 Na, f !
7600„ 902n `� 61KE
VOL. 5 PG- 139
FGOV'T LOT 1
CAUTION
THIS PLAT 19 FOR ILLUSTRATIVE
PURPOSES
�p ONLY,DEEDS MUST BE CHECKED
TO DETERMINE PROPERTY BOUNDARIES.
NOTE:AMID
'HEARING
TRIP CS
\ PLATBEARINGS ARE ORIENTATED TO THE WIS CON
IN SYSTEM (CENT WITH
P DEGREES
0 MINUTES O SEGROPE BEING GRID NORTH.
COAT
DISTANCES ARE SgBPNP LENGTHS AND CAN
i
BE CONVERTED
TO CIHD LENGTHS BY MULTIPLYING DISTANCES
0.
O.S 9690SPP
BY
t
t
.aaa.aaa.ww.............a ....PA...................
-^"`""�^
NSOZ
ENV TLE
...........R....................*...................
SEVERED
e'a
y
SEC 27 SE -SE
POINT
FEET
--------------
_-____BEARING METERS
�
12.249 ACRES
----------------------------
_--_-_ __-__
_---------- ...____----_---_
4.957 HECTARES
8800
to
340.048
N 88-28,10" M 103.647M
7537
3
to
231.223
S 32-19'06" If 70,477m
8432
N
to
184,429
N 40-01'26' 1/ 56.214m
N
nt m
7200
TO
cI
to
84.185
N 68-52"50" E 25.660m
M Z
°s4 M
7201
s
to
7537
239,953
5 88-25.10' E T3.138m
x s
NORTHERN STATES
SEVERED
M, p-
POWER
m SEC 27 NE -SE
1
SLOPE
'?.
n
25.23E ACRES
A M
a
INTERCEPT
10.211 HECTARES
w
MIViIME
f/ ^1 TZQ4 i201
't p SEE CF
o C.-M. a ! SEE
VOL. I PG, 139 ! CHART:: TLE DRIVEWAY &
S
TEMPORARY. BY -PAS
P \\4 tl
w 4i �
hAREA NEEDED FOR
(�!j''`�� RETENTION POND\
AMERITECH T�. NORTHEN 4�^' \
\STATE
C O !! !! POWER \r \\\ EOTT ! / „'ran
n
f ! OG c w
V C
v ( or ! f SEC?.,\Gca
N
C i
5+600
SEVERED
SEC 27 SE -SE
5.547 ACRES
2.245 HECTARES
I
--
i
r,.
r
4
4
SEVERED
SEC 27 NE -SE
5.841ACRES
2.364 HECTARES
_g02a""---'
t
l
l
4
t
G
4
zo c'ri REVISION DATE 10-1-95 DATE 2_2-96 SC AtE,METERS HWY:ra,'i',H, 54/S.T.H. 35 CONSTRUCTION PROJECT NO:t550-o®-
�+ 9-25-97 N.C. a its wee
GR10 FacraR 0
6 999900 COUNTY: ST. CROIX STATE RfW PROJECT NO. 1550-00-21 SHEET NO: 4.4
uu
00
7--
... . ... ................ ........... u, CAUTI�N
11703 CRY TAX r, A THIS PLAT IS FOR ILLILISTRATIVE PURPOSES
CHECKED
POINT FEET BMING wtm ONLY.DEEDS MUST BEI
AMERITECH TO DETERMINE PROPERTY BOUNDARIES,
------ - ......... 0 MIDWEST NATURALMCUTAS;SEARING CONVERSION AND GRID CONVERSION'
------ - --------- --- ....... MATCH LINE LAY BEARINGS ARE OPIENTATEDITO THE WISCONSIN
BBOI- ON COORDINATE SYSTEM (CENTRAL ZONE) WITH 0 DEGREES
0 SEE SHEET 4�6 0 MINUTES a SECONDS BE
to 473J94 N 88-13'10' 1 144.441 I¢ OVIE-u INO GRID NORTH. PLAT
DISTANCES ARE GROUND LENGTHS VIND CAN Be CONVERTED
T603 REMAINING CURVE 113 _ TO GRID LENGTHS BY MULTIPLYING� DISTANCES BY
to 309.260 N 06-36110- 1 94,263 CURVE 207 R.I. 1+196.194
SEC 27 SE -NE P.I. 6+420.900 139925.801 1104 105,353 '5' 7�047
to 11, "�IiE� � . T N002- ACRES N = 140025.343 E = 390272-654
7105 \;::,SItiEET'4.6-::::: 538 2.852 HECTARES E - 390439A22 -�' V-1,
to 428.520 S T3-22133, IT 130,613 1 A 20-12 146-
7106 25'24'44" D 06*33'42"
s 57-25-06* 1 3%Aol SEVERED R 873.19
to 1301.938 D 42*26'29"
nol SEC 27 SE -NE• R 135 00 T 155.64
T 30.4 L 308.04
to 339AIS Al 24-29'30' 1 IOL455 &567 ACRES 153 M To
8231 L 59.88 E 13.76
es
to 249.184 S 88-13'10* E Ts.m 3A67 HECTARES
7108 TLE DRIVEWAY E 3.39 Ea To
to Samos N 56-12'51' E 214.018 71381 CURVE 206
T109 I, k0c CURVE 200- P.I. 6+672.514 CURVE 202
to IXA41 N 36-03116* E 32J24 N 140241.542
7123 Is R.I. 6+128.765 R.I. 6+738.483
390572.550 N z 140304�768
to 702J25 N 02-03142* E 214469 139708.975 7)0 23*22'34" E T 390637.T48
7110 E 39050T.694 D 13*10'17"
to 23,333 S 87-50'33* E 7AI2 23*03 '59" Z' A 16*18 '59"
$201 4 a R 435 00
to 7ACO S 01-54'37' IT 2.134 D 13010'17"TT '712 IS T 89 99 u 13'10'17
8202 R 435.00 L 17i.48 R 435�00
to 75.074 S IR-5V33' E 22.883 T 88�76 I E 9.21 T 62.36
0� Till L 175.12 L 123.88
to Emus S 02-0342- 1 18L701 F 8.96 E 4,45
ruz00p.
cn to 156.366 N 86-58'45' E 47,660 SLOPE
ITT T113 INTE�
ITT > 371,374 N 66-25'311 E IlLiss
®4 7114
mcwrvw ON CRAFT Ban . . .
ITT
Do z ERITECH (3 'HART
ton z
LIT DO
�c
CURVE 102 CA
m 9
P.I.6+492.144 ITT >
N 140060 : 333 -4
E 390606.... Ch 0
%
06a45'00" M
7114 D 01"38'13" r-
to 369.301
&9.30 N 29-13'52' E 112.563 z
115 I� R 3500.00
to 163.776 N 46-25'22' IT 49,919 Go T 206.41 ITT
MIDWES 1138 T NATURAL L 412.33
to 714.OTB S 87-50'33' E 217.651 -AMERITECH AS E 6.Oi
8203
to 5400 s 02-09,27, 1 1.524 . ... . ....... . ...
8204 ED BIT 5 Elf TEA
to 1329,956 S ST-5116' E 405.371 ................ .................... . .....
8205 SLOPE
to IZA00 N 01-26,46, E 3.658 rl) POINT FEFT Bwlfc NEITRS
8706 INTERCEPT zzzz: '0'
504,002 S 88-33'14' E 153.620 ------
to
8417 o' a FOR PARC L2 V
to 1325,371 s 76-07 IT 10403.974
SEE CHART N71 8802
720
05 I333A94 s 31-I8'14' I 406.510 SHEET 4.6 to 80.184 S 88-02°04' E 24.440a
t
7206
f- ul CURVE 203
to 617.736 S 14-59'27' 1 Isaaas �A 10 - CURVE 204 to 650.69T s 02-55,15, 1 ZOOJ71a
7204 Cll c§ T200
R.I. 6+173.286 to 65?X8 5 0-291451 E 198.9066
co Lp C> P.I. 6+440�241
1.
cp N - 13974584 139963�504 A, 7207
to 266.021 N 88-52'10' 182.083 E 390574.BBI
Ln 0, 390725.698
to 607,324 N 29�13'52' E 185.1138
T601
0 10 l9oO7'34" 47o54'44"
-21'4D' E cr, )0 to ITC400 N 13 53,157 1- 7117 'p D 13olO'17"
7102 In ', 0 � CO A� D 42o26'29" -0611' E
to 653.569 N 08,19'57' E 199.214 , " 10 eA R 435.00 R 135.00 to 291ASS N 11 8LB914
Go " �A 7- Tn T 73.29 T140
7139 N 05-SV32, 1 IIS.367 If- �jn I L 145.21 T 59.98 to 450jes N 03-45'00' E Isli'656A
to 3T8 �501 to k L 112.89
7103 �T) E 6.13 C, 7604
to 135,985 If v E 12.73 t 152,335 S 8TAVOT' E 46,433.
1603
7FISION -DATE to. -96 DATE 2-2-96 1- SCALE. P&ILRS HWY: S.T.H. 64/S.T.H. 35 CONSTRUCTION PROJECT NO: 1;50-00-Well
9 25-9? N.C. 0 125
�O f-15-99 GIRD �FACTOR �999900I�
COUNTY: ST. CROIX STATE R/W PROJECT NO. 1550-00-21 SHEET NO: 4.5mm
"01
to
7603
to
7104
to
7105
to
7106
to
7107
to
8231
to
TS06
to
7109
to
7123
to
T110
to
$201
to
$202
t0
T111
to
T112
to
7113
to
7114
to
7115
to
T138
to
8203
to
8204
to
Ins
to
$206
to
MIT
to
T205
to
T206
to
T204
to
7602
to
1601
to
7102
to
T139
to
7103
to
7603
H703 pMNN++ENV TAR++..,....pa+.+se++lp+a++
473.894
N
88-13'10' 1
144.443
309.260
N
06-36,10, i
94.263
345.644
N
39-29'42° i
105.353
423420
S
T3-n'33' 1
130.613
13OLS38
S
57-25,06` i
396,801
339.418
N
24-29'30- 1
103.455
249.184
S
88-13'10' E
T5."2
Samos
H
56-12,51' E
269.018
IDGA49
N
36.03'16° E
32.324
702.325
H
02-0342' E
214.069
23,333
S
87-50'33' E
1.112
7.000
S
01-54°3T' 1
2,134
T5.9T4
S
97-50'33' E
22.883
612535
S
02-03,42° 1
186.701 f
156.366
N
66-58'45- E
47-660
3T1.3T4
N
66.25'31` E
113.195 c
f
369,301
H
29.13'52' E
112S63r
153JT6
N
46-25'22' 1
49'.919
i
714.078
S
87-50'33' E "'�217.651
moo
S
02.09'2T°'11�
1.524 `•
1329.956
S
ST-Stf56' E
405.371
12.000
N
, 01-26°46' E
3.658
504,002
S
88-33"14° E
153.620
132S.371
S
T6-49'07' 1
403.974
1333.694
S
31-18'14` 1
406.510
617.736
S
14.59'27' 1
188.286
521.526
S
10-39'33° 1
15L%l
MIDWEST NATURAL.
GAS r
O
8231 e,.,
zo?' 0�
OQ 7108
SLOPE
INTERCEPT
SEVERED
SEC 27 NW -SE '4`
I9.978 ACRES
8.085 HECTARES
N+1+.......... I .... . NN+++N+++N.FB+18+++eN
Po
_________®....__...___
_
_..
NEE
-
...__...._____
5801
---------
to
4T3.894
N 68-13 °id' 1
144.443%
7603
to
T45.290
N 49-54'40- 1
227.1658
7538
to
180.000
5 19.30'n` E
54.8644
7534
to
198.064
$ 65-23,50' 1
60370m
T535
to
180.000
N 19.30'22- 1
$4°864N
7536
to
100.000
N 57-25'06° E
30.4808
7I06
TO
100A00
N 73.22°33° E
MARCR
7538
SEVERED -�,•
IT4.400
N
13-2140° E
53.157
en �.
SEC 27 SW -NE
653.589
N
08-IU57' E
199.214
In1p
1.631 ACRES
3785o1
N
05-5513z' 1
115.367
`
0.660 HECTARES
136.985
N
06-36,08" 1
41.753
SLOPE
\{{\ INTERCEPT
�l
.t lOt l t l`
I-y53`�`�•SEE'Cke.RT" N00:
t \,};SHEET'4.6''-'
1 SEVERED \`-.•:-:`',`^
SEC 27 SE -NE �e R,, '•.
I 8,567 ACRES 1534
I 3.467 HECTARES
4G� On
CAUTION
THIS PLAT IS FOR ILLUSTRATIVE PURPOSES
ONLY.DEEDS MUST BE CHECKED
TO DETERMINE PROPERTY BOUNDARIES.
NOTE „BEARING CONVERSION AND GRID CONVERSION -
PLAT BEARINGS ARE ORIENTATED TO THE WISCONSIN
COORDINATE SYSTEM (CENTRAL ZONED WITH 0 DEGREES
0 MINUTES 0 SECONDS BEING GRID NORTH. PLAT
DISTANCES ARE GROUND LENGTHS AND CAN BE CONVERTED
TO GRID LENGTHS OT MULTIPLYING DISTANCES BY
0.199000
... .......... fft++®N+R+.......+b+a+044s64e Nf+N+
713
N7C+BpµN+&i
AK
MMN++.
b.f}+}+bRB.f.>@.f++FM
POINT
FEET
NEAR17C
6ETER5
8801
-----------------
to
17AII
S 88-13'10' E
5.4614
7616
to
995.518
N 31-18'13° E
303.434R
Tzn
to
92.769
N 31-18'19" E
28.2TS4
7205
to
658.914
N 76.49'01' E
200.8374
TZ21
to
72L942
S T3-35'42° 1
221.5728
7222
CURVE 117
P.I.
10+065.280
N = 139960.005
E 0 390222.826
A
27045'51°"
D
62039"33"
R
91.44
T
22.60
L
44.31
E
2.75
im
AMERITECH-<�
MATCH LINE
,,SEE SHEET 4.5
`y REMAINING CURVE 207
SEC 27 SE -NE P1 6+420.900
7.047 ACRES N- 140025343
2.852 HECTARES E = 390439:022
A 25024'44"
D 42026'29"
R 135.00
T 30.44
L 59.88
E 3.39
t
�.,o
A
MIDWEST NATURAL GAS
".�
CURVE 113
P.I. 1+196,194
`
N = 139925.801
j
E = 390271.654
j!
A 20-12'46"
�.'
R 873.1942
E 13.76
t
CURVE
wEVlniury UAik 9,2 96 ualc 2_2_96 >�ALL. MGI GI<> HWY: S.T.H. 64f S.T.N. 35 CONSTRUCTION PROJECT NO.7.Sso-oo�Ba/e71
3-25-4Y N.C.. �,,,_,�®�,,,,_,® p 12S
-is 99 cRia vACrOrt 0 999900 COUNTY. ST. CROIX STATE R/W PROJECT NO: 1550-00-21 SHEET NO: 4.6 g m g
0
z 0
0
z Fp
0
4
GI
I
f-
n
N-A
0
IT, Li C)
COCID
"
CO 0
. Na 0
Do
N-A r
co
INS
In LA
cp
to T-lA
To 1�
P.I. 6+173.286
N � 139741.584
E m 3905T4.881
19-07:34::
D
13010 17
R
435.00
T
73.29
L
145 21
L E
6. li
M803 ow Tu
................. I ..........
8801
to
1561471
N
41,24'42* E
4T8.4066
T530
to
148.618
S
13-47'16* E
453138
7531
to
100.383
s
66-0617, 1
55.1648
7532
to
183,180
N
11-26'o6' 1
553336
1533
to
181.841
K
76-55'39* E
57A64R
7530
to
462.924
N
76-43'00' E
7542
to
?L425
s
13-41VIS' E
"30.0000
�1,`
T541
to
164A42
N
Ts
50.00011
7540
VVV
to
98,425
N
13-47'I6. r
30.000a
7539
to
110.967
N
76-49-07' E
33,8230
8417
to
UZAT3
N
63-47146. 1
6T.638a
7528
to
104.221
N
01-OV581 1
31J67m
7529
to
82X21
S
88-33'03* E
25x00m
7526
to
104.211
S
01-01'58* E
31.765a
T5ZT
to
162.239
s
88-33-14* E
49A50N&
8307
to
210A81
S
33-33°14" E
64.2168
7517
to
51-208
N
08-17'50' E
15.6088
Isis
to
41,335
EAST
12.5992
T519
to
52A93
S
07-16'30* E
16.0001
7520
to
IDSA16
S
20-41'13* 1
32.283E
7516
to
231.167
N
95-33'14' 1
70.4601
8208
to
7.000
N
01.26'46* E
2.134,
8201
to
42.598
N
88-33,14, 1
12.914D
In y
8417
to
T37.932
S
76,4V55- 1
224.922'
7530
V� To
To
0,-6
9-25-97 mc
C 15-99
P.I.
6+440.241
N = 139963504
E = 390725.698
47054'44"
D
42*26'29"
R
135.00
T
59.98
L
112.89
E
12.73
REMAINING
SEC 26 SW -NW
24.547 ACRES
9.934 HECTARES
i
TLE DRIVEWAY
153,
M704 DRY TAK
.. . . N.{... . . . .........
SEE %EE7 4.6 FOR BUM M'r POINT
6801
to
1569.571
9
47-24'42' E
478.406*
TS30
to
261.045
N
14-00'06" E
79.5674
$304
to
25.02
N
02-09'27* E
T.8136
T124
to
699.263
S
88-33'14* E
213AXIS
0307
to
27.000
S
01-2E'46- 1
8.2300
$306
to
T8.553
S
34-17'07' 1
23.9430
841T
to
737332
5
76-43155* 1
224.922*
T530
ART,
N703
w
SLOPE
INTERCEPT
AMERITECH (30)
NOTE: FOR ALL T L E 7Ei
CAUTION
THIS PLAT 13 FOR ILLUSTRATIVE PURPOSES
ONLY.DEEDS MUST BE CHECKED
TO DETERMINE PROPERTY BOUNDARIES,
NOTE:'REARING CONVERSION AND GRID CONVERSION`
PLAT BEARINGS ARE ORIENTATED TO THE WISCONSIN
COORDINATE SYSTEM (CENTRAL ZONV WITH 0 DECREES
0 MINUTES 0 SECONDS BEING GRID NORTH. PLAT
DISTANCES ARE GROUND LENGTHS AND CAN BE CONVERTED
TO GRID LENGTHS BY MULTIPLYING DISTANCES BY
0.001900
MIDWEST NATURAL
GAS
SLOPE Vo >30
qTERCEPT
SEE CHART N704
CURVE 114
;6 ' 4
P-L 1 144. .7
E - 391091:322
15006'52"
0 06033'42'*
R 873.19
T 115.84
L 230.34
E 7.65
SEE CHART N803
%
TLE DRIVEWAY
B20B
t
1516
to Ik
vit DAA
t"-S �26'
TLE DRIVEWAY
'S2 7
630
C.S.M.
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VOL. 5 PG. 1352 I
to �
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rn
IN
LOT 1
SIB
--TLE DRIVEWAY 11
ov
PG
7.25
BEFORE
ACQUISITION
64/S.T.H. 35 CONSTRUCTION PROJECT550-ao-o
COUNTY: ST. CROIX _j I __STATE R/W PROJECT NO: 1550-00-21
I
ww
11
4H
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JJ
6 6
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4
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a ° CURVE 202
6+738.483
Q'= N = 140304.768
a s E = 390637.748
z A 16°18'59"
o � R 435.0017
°a T 62.36
L 123.88
E 4.45
m
N P
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f
4 �
a
^z
`4
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6@
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bb &6 {@OH bOf bbf bfH4B6W 409µB{1Pp k®RHO86B®fOkYi
NPB6 ERV TAX
aaaptPpaaaRR Pse a ebbaapbaa......a•Raa 6aafma46aeN
$802
to 152.338 N 87.47'07' B
T604
to 1229.813 N 03-45'00' E
PC710 08 - N 13.46'29' E
T • 772.009 L • 1412JOT
P1710 DC • N 33-3218' E
LC • 1453.094 R • 2148.946
PT710 DA • N 53-17'47' E
to 133.656 NMTH
7118
to 1188,541 s 87-53'02' E
8218
to 77.348 S 02.48159' 8
T212
to 155.777 N 88.23*43' 1
7211
to 78.740 H 02-54.OV E
7210
to 90.443 N 87-53'02' 8
PL123 GO • S 79-21'03- 8
T • 1113.742 L • 2005.783
PI723 DC S 48-21'01'
LC • 1909,352 R • 1853.6TI
PT723 DA • S 17-21'12. 8
to 231.237 S 25-1515T. 1
7205
to 878.620 5 03-45'00• E
7220
to 191.419 S 02-55,15, 8
7605
to 80.184 N 88-02'04' 8
8802
CURVE 103
6070.00
46.433E
374.8483
OR • + 39-31'18•
DEG • 02-39'58'
40.739E
362.270E
23.576R
47ASIA
24.000E
27.56TR
OR - - 61-59'51'
DEC • 03-05'27'
T0.491E
267.804E
58.344•
24.440E
2-2-96 5CAD fts. 125 HY:S.T.H.
WS 64/S.T.H. 35
0.999900 _. GOUNTY: ST. GROIX
S
CAUTION
THIS PLAT IS FOR ILLUSTRATIVE PURPOSES
ONLY.DEEDS MUST BE CHECKED
TO DETERMINE PROPERTY BOUNDARIES,
NOTE -SEARING CONVERSION AND GRID CONVERSION -
PLAT BEARINGS ARE ORIENTATED TO THE WISCONSIN
COORDINATE SYSTEM (CENTRAL ZORE4 WITH G DEGREES
D ISTITW PLAT
ANCES SECONDS BEING ARE GROUNDLENGTHS GRID
LAND RCAN HE CONVERTED
TO OHIO LENGTHS BY MULTIPLYING DISTANCES BY
0.904*00
REMAINING /41tV,'
SEC 23 NW -SW ��
7.6I6 ACRES
3.082 HECTARES C',
SIV
W W
J J
4K
UU
0
0
J J
nn
9
4f fAb MkOfaMMIBfi Rf tlll'Fff iH H.RYefffff{HHHH
N70T EM TAN
sM MHHf iHfMfMe&RH«f H9H Mei@Wf fbf a&RMH
POINT FEET EEARIM Wfus
-----------------
88D9
to 2645.8I7 N 88-10'44' 8 809.4645
8000
to 20O4,B83 N 88.10'44- T 611.0908
TGOG
to 44.930 N 01.4916, E I3.695D
7119
to 1157.149 N 77.28'58' E 35LTDOB
TL20
to 662.880 S 89-37'14` E ZOL046M
T12S
to 330,012 N 32-IW29' E 100.588a
7126
to OC711 N 01-42'43° E 25.8209
712E
to 98.425 S 88-SETT E 30.900a
T129
to WAIT S 01-42'43' 8 116.6334
7129
to 431.654 S TS-23'09' E 33lAum
7130
to 1533.930 S 88-29'50' E 469.343a
7331
to 565.2T9 N 83.28'43' E 172497B
7132
to 97,546 N 68-564S' E 29,7322
760E
t0 368.42T S 01-3T'45' 8 II2.29Ta
B90s
{`s....-- F —
I 1 111 a vv>.. ...___.. ..
_ LIL8nrinn nrx
wam
m
CURVE 218
390881.329
4'
800.00
SEVERED
�.
SEC 23 NW -SW
19.731 ACRES
7.985 HECTARES
NW-Sw
w
SEC 23
cP $
es""O Vl
I
N804 ENV TLE
ae«««ua«s«f s«efeffeesee«uf of of«a«asses{
POINT FEET BEARING ....-_w-rm ^ __
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. »-....... ---------"_--_--"__--_._..._m_...-..-«
nos
to 265S.811 N 88-10'44' 8 BO9.464a
8000
t0 2004AS3 N 88.10'44' 8 611.090a
T606
to 44.930 N 01-49'16' E 13.6950
7119
to 945.520 N 77-2118' E 288.1950
IS09
to 141IT51 N 04-53'1I' E 43.266a
TSIO
to 101.93 N 87-1571* E 31482m
T511
to 118,553 S IT-1842' E 36.1358
7512
t0 153.049 S 77-21'58, 8 46.649a
TS69
7510...A 7511
,'
.SEE •-
CHART. ` ti 9Q
r.„ .• . _
7509 �''•� „.�•
0
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4
0
4
1
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0
amg
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! G !
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la !
THIS PLAT IS FOR ILLUSTRATIVE PURPOSES
i
ONLY.DEEDS MUST BE CHECKED
4 d
TO DETERMINE PROPERTY BOUNDARIES.
2
1 !
-NEARING
NOTE:
CONVERSION AND GRID CONVERSION'
dQ
4i
PLAT HEARINGS ARE ORIENTATED TO THE WISCONSIN
'
COORDINATE SYSTEM ICERTRAL ZONE' WITH 0 DEGREES
!
0 MINUTES 0 SECONDS BEING GRID NORTH. PLAT
DISTANCES ARE GROUND LENGTHS AND
F I
CAN HE CONVERTED
TO GRID LENGTHS BY MULTIPLYING DISTANCES BY
d O (
DAW9900
O
dC0
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tW I
i
6u
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7I27g.T.-- -lPT126
3721
(
.� 218
r3+Glao , 1 tt' :35f 64'
----_. 0 8+400.�_-r-
J
7221 7212IG.S.M.
Q
I
VOLT 4 PG. 944 i
r
ST. CR�OIX
°
C.S.M.
�
ELECTRIC: COOP.
I
VOL 3 PG. 711
f23
@
d
LOT Z
R120
LOT A
j LOT B
SEVERED I
SEC 23 NE -SW I _.._�.._..-_._.._.
I
— ---- .�.. _..,.__._... �_.._._
12.577 HECTARES
umm
E7s[4i'i4]
CALCULATED
METRIC COORDINATES
N = 1.41331.537
E = 391473.730
CALCULATED
ENGLISH COORDINATES
N = 463685.216
E = 1284360.062
LEM
m
16-46 UA 1 t. 2-2-96
9-25-W N.C.
I-'15-99 6 FACTOR
0.9999ao
125 HWY: S.T.H.64fS.T,H..35 CONSTRUCTION PROJECT NO:Ir$cr-0o-6qg,, 4.10
COUNTY: ST. CROIX STATE RfW PROJECT NO: 1550-00-21 1 SHEET NO: 4.9
00
as
N805
CRY TEE
ea fineaa
POINT
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FETwmzs
----- —,--
--------------
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-- --------------------------------------
88"
---------
to
663,930
N ES-1044' 1
202.3668
$419
to
335.067
8 36 -46TO' E
102.1296
7505
to
SL364
N OT-3843' E
27,9488
T506
to
79.445
N 64-04'07' E
24.2158
7507
to
8T.883
S 03-34'35' E
26.717s
7508
to
97.286
S 83-23-43- 1
2SA53*
T505
L&AM
m
E
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xasxasM10
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U09
to
K721 06 • S 68-58'55' E
T 113.279 L - 197ABI DM 70-33'09'
PIT21 Be - S 33-42'20' E
LC - 184.957 R - 160.131 DEC - 35-46-50-
M21 DA - S 01-34'14' 1
to &"T 5 53-25,46, E 2.032M
7213
to 187.647 N 14-05'14' E STATUS
agog
wp
hi
SLOPE INTERCEPT
SLOPE INTERCEPTY I
I
........ . ... . ............... . .................
W09 0"Y TAK
........ . .. . . .. . .......... . . . ............
POSIT FEET BMDC wmm
8809
to
368A27 H 01-3745' E Imme
TSOT
to 643.010 N 68-5649* E 197,514%
8456
to $60.108 S 45-40'01' 9 262 16221
$309
0
SE -NE
SEC 23
VOL. 11 PG. 3042
A 66'EASEMENTAND FOR INGRESS
AND EGRESS RECORDED IN
VOL.1139 M434
SEE
CHART TILE
NB65 DRIVEWAY
ST. CROIX
ELECTRIC,' COOP.
507 18
I.. VY ... . ........... I .............. .if..
mo.s
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. . . ....... . ...
. ... . ....
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--------------
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--------
"Im
... ....
METERS
--- —
8803
-----------
------
to
98.361
N 01-3V45' E
29A3011;
7603
to
118.835
N 01-3T45' E
36.221®
7614
to
T62.220
N 60-17'34* E
232325a
7613
to
S3.353
N 83-17,51, 1
16.262x
8456
to
93.425
S 69-SP49* 1
30.000R
7543
to
441.463
N SO-33116* E
134.558a
7500
to
5e5.595
H 48-23'0$* E
IT8.490,
$450
to
SOA34
S 35-56'12* E
15.433*
7612
to
894,12T
S 47-54'58- 1
272.530*
7613
9MMM
STvj_ 35i 64ST. CRC
P.I. 9+171.473
ac
E 3 9 2 28 O_ 34;
A
30 -5 1 '0
D
UNDEFINED
R
61.00
T
61.91
L
96.72
E
25.92
CAUTION
THIS PLAT IS FOR;ILLUSTRAIHVI I E PURPOSES
ONLY.DEEDS MUST BE CHECKED
TO DETERMINE PH PERTY BOUNIDARIES,
MOTk7-SEARING CONVERS1004 (AND GRID CO"�EASFOKI
I PLAT BEARINGS ARE ORIENTATED 10 IWE WISCONSIN
COORDINATE SYSTEM ( ENTRAL ZONEI ITH
m
C 0 DEGREE.
0 MINUTES 0 FORD
GRID HGRTHPLAT
of TRUCES ARE OR a US L E IN BE CONVERTED
I To OHIO LENGTHS BY OLT By
0,999000
LOT 3
3.6�0 ACRES
7BEFORE ACQUISITION
2 6 75C
C�S.w. @
VOL. 6 P�� t6 13 GT
LOT 2 - nc, Z.
6.37 ACRES
BEFORE ACQUISITION
613
SEE CHART N709 754
7614'--
P.
0
Is
------- ----
8809
30
1 23 24
ENGLISH COORDINATES
N = 463600.821
I = 1287014.438
m
P.I. 9+277,434
N =
E =
50889196
ADRTLE
73356140490626822081**33.383.1.0
0F.08729631..022]
wom
?E
HART
N 8 0 VG"�`
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8453
gam
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REVISION DATE ja.,-96 DATE SCALE. METERS
9-25-97 2-2-96 0 125 HWY: S.T.H. 64/S.T.H. 35 CONSTRUCTION PROJECT NO:15'So-oc�001611 4. it I I
ss FTFACTOR0.999900 COUNTY: ST. CROIX STATE R/W PROJECT NO: 1550-00-21 SHEET NO: 4.10 IMI
0
....«<.,N714 TT.»»4»»4Ew TAX
CONTINUED FROM TABLE TO THE LEFT
CURVE CURVE 152
\
'�
P.I. 4+699.785
POINT
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------ ...........,........-....
SEEMING
METERS
__---....,....
to
351.832
N
12-28'24" E
108,I53
N 142108.955
f
8811
T290
to
4/S.IbO
5
i5.0T'41' E
I35.267
E = 392798.653
to
7633
1154.606
5 88-30'23' E.
351.924
7241
A
14"46`28"
°
to
36.026
S 01-12'22' 1
10.981
to
IG5,301
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67-23'34'E
50.384
0
22"55'06"
f �° ✓'
�
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1225
7242
to
541.304
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N-58'S@° E
R250.00\
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421., 553
S 74-40'00' 1
128.489
7243
180.230
T
32 4
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~�` '�
7234
to
Z25.610
S O4-53,37, 1
68,766
to
7244
I52X1
H
01-50'47° E
46.}99
L
E
64,47
2.09
•i
IOU
TO
134.514
N
74-40'Otl~ E
41.000
to
656.9Z2
S 44-58'58' 1
200.230
7234
7237
to Z21.787 5 5t-S4'30' 1 67.b03
2}6
to 454.04X N 76-40'53' 1 178.393
235
0 58 161,033 S 63-'17° 1 49,093
z
to 226,387 $ 24-35"79" 1 69.003
PC724 DO N 01.29'39' E
T = 86.823 L I69.9T4 D L • - 28-47'15"
up OC • 12-53'59' 1
16 142 R • 333.294 DEG I6-56'11•
P17
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L77`�ACRES
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880E
to 99.361 N 0E-3T'45' E 9.980E
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PC722 G9 " 75-1b 42' E { Ib-E{L T . 653.8Sd
PIT22 AC N 60-06°2t"
LC • 1262,{34 R 2411.413 DEC 02- 'J4'
PTT22 0A = N /4 c
to 1200.269-+h-^44-i9°24" E 365A43m
1216
4a 73,633 N 86.12'01' E 22.463E S CF
T2 /J
to gq,631 N 421'i3"24° E 240.OTOB 4'p
T21B
1310.66 ''N'..?4-40'00' E 399.484, /
t0 76.Mt�N 02-Y2'22''E , 10.99tR
7633
to USIA% N I 351.924m
tell
to 1100A69 Nt B9I 1 '"-3SSTfi`n
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to 5.482 S 0I-28'32 /1 IATIE
8445 On next dt t ,
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9-25-97
¢-15-99
f \ \..,
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VOL. 10 PG. 27 PS \..t
LOT 2 ��x\
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LOT I it /
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r ' 3.33 ACRES
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71
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VOL, 6 PC. 32
to 54 71-18'01• E
7144
to 67 132.425 S dB 54'St' E
3
121 Ii 5 41-55 `11° 1
34
to 88.296 65-21`42° 1
713
a 34.607 N 88 P13° 1
7611
to 2EO.I03 5 01-45' 7' 1
761Z K,
to 894.121 S 47-54'S8' 1\
T 3 \
to T62,220 S 60-IT'31' 1
7614 k 7} T
to 9.835 5 01-37V5'
2-2-96
0.999900
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\ CAUTION
THIS PLAT IS FOR ILLUSTRATIVE PURPOSES
ONLY.DEEDS MUST BE CHECKED
p"�'j
TO DETERMINE PROPERTY BOUNDARIES.
LO,GTa_ "REAFRNG CONVERSION AND GRIP CONVERSION -
PLY BEARINGS ARE ORIENTATED TO THE WISCONSIN
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0 MINUTES O SECONDS SEIN4 GRID NORTH. PLAT
DISTANCES ARE GROUND LENGTHS AND CAN BE CONVERTED
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VOL, 2 PG. 339 \
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E
10.95
111
CURVE 154
CURVE 155
P.L 5+122.000
PJ. 5-281,421
N 142033,41,
H . 14ZORS.271
E • 393212,202
E - 393314,545
6
2344'12'
6
19'57'31"
D
22'55'06'
D
22'55'06"
R
250.00
R
250.00
T
52,54
T
43.99
E
5�4657
E
3�858
ww
QQ
uu
00
hR
z 0
0
Z
0
ui
LU
UJ
(0
>
55
99
7—ElIS101
z
1
LLL�Llll W Uj W LU W LULLLI Lu Lu Ul w L-Li I-Ll
------------
MUM
CURVE 150
P.I.
10+466.655
N m 142204.358
E = 393250.747
A
01*28'38"
0
01*08'45"
R
5000.00
T
64.46
L
128.91
E
0.42
GATE 9-25-97
I'5_99
m
CAUTION
THIS PLAT IS FOR ILLUSTRATIVE PURPOSES
ONLY. DEEDS MUST BE CHECKED
TO DETERMINE PROPERTY BOUNDARIES,
NOTE:-8 ERRING CONVERSION AND GRID CONVERSION -
PLAT BEARINGS ARE ORIENTATED TO THE WISCONSIN
COORDINATE SYSTEM MENTRAL ZGNER WITH 0 DEGREES
0 MINUTES 0 SECONDS BEING GRID NORTH. PLAT
DISTANCES ARE GROUND LENGTHS AND CAN HE CONVERTED
TO GRID LENGTHS BY MULTIPLYING DISTANCES BY
0.299900
CURVE 151
P.I.
11+023.725
N = 142588.434
=393654.257
18-09'04"
D
03*10759."
R
1800.60
T
287.53
-L
570,23"---
F—
-22.81
------------------ Ta n+000
``-ter_'___-_____--__
- END RELOCATION
ORDER
STA, 10+9MOO
METRIC
N - 142092.389
E - 3937W026
10-1-96 HWY: S.T.H. 64/S.T.H. 35
MOROSENESS
=0-139140=0=� COUNTY: ST. LHUIX
tie
Kru ON TAK
POINT FEET BEARING WIERS
---------- ....... — ------
8811
to 64A64 N 38-59,02* 1 19.521M
7141
to 256.283 N 37,12'42* E T8.11%
7142 1
to 605ATO H 51-00*59' E Y4.5480
7143
to I009.141 N 49-3`19- E 307487m
T223 x
to 301.849 S 02-15-351 1 32.0040
7233
to 405.291 S 46-74'49' 1 123.5338
7232
to 173.016 S' 64-56'56- W W33sm
7231 1
to 840.242, s 42-40*45* 1 2S6,1068
7230 1
to 486/482 S 88-4V39' E 148.28Dm
7226 ,
to r 30.000 NORTH 9.144%
T22T
/To 347,321 S 89-47'311' E T0A04a
T228
to 30m0 SOUTH 9.144@
TZ23
to 29373 s 01-12q5. 1 9.136m
7633
to IISC509 N 08-30-23- If 351325,
0011
w
MEN=
STATION AND OFFSET TABLES
NTOI LAYOUT POINTS FROM STH 64
------- METRIC______. RICS._ LAYOUT POINTS FROM STH 64
METEHGL ISM TO METRIC METRIC - __________________..___»,_....__
POINT STATION OFFSET METRIC COORDINATES OFFSET ENGLISH COORDINATES TO METRIC METRIC ENGLISH
......... .«,_., _._-___ ------------------------ ........ __----------------- -..__----- POINT STATION OFFSET METRIC COORDINATES OFFSET ENGLISH COORDINATES
88Q0 8+ 692.I62R N 45SBO6.753 E 1281437.588 .,___ .__.,- _____ ___ ________________________ ______ __________ _____________
�12Q3 f '.5 351,238.': 39-356R;::. N 4$E934.E%. E `'346406':2$6'- 128.465R N 455822.246 E 128085%793 @80� Ru•6498040Q : YJM35R N '.14p54E.42T E � 3(7539.1S6 :j 4.646R N 461115.963 E 1281622.950
2200 5+325 73 - 41 SSSR N ',13E903. S<6F,E "�190402".275` 13T,656R N 455739,070 E 1280844»T9T
:7605 6e981'66Y. 257N[R N'-Y4054T SE E,':E ` 390bfi3.BE2• 82,p23R N 461113.366 E 1281T00,317
y 9427 'S 233 63i',•' LZ2 3T2R N T38@OJ,'.62r3 E 4=390456 I58'- 400.826ft N 455364.985 E 1281021.579 ;T20i... 64T80.941 K �2E T5QR N:,�•.1403'6T 82.021R N 460495,T31 E 12B1659.838
'T1362R.: N . 4385ES:121 k. v�34 <4'9T9:1 240.688R N 454674,104 E 1280663.382 ,iT2®7 6+'S41°.$hE '89 319R 'k ' '140153 66S'^, ',$90700:OTs2. 293,042R N 4548ZD.813 E 1281821.819
w 8d30 :SN22 413'.�: N:303i 1& a36630 5057E ',.i9026E:444 46.926L N 454823.580 E 1280405,720 ;71Y6 t 6,!SEQ':189' 114 ;109L !¢'.'I40362.09k ,'Es ;39047G.406-- 439.990L. N 459848,460 E 128I088,007
w 9020 "":5-020 660 -60.0004 - N "338fi4I:082' ,E ':34022T:956 196.850E N 454858.253 E 128D259.794 YI27 b TSI E34 56 $80L N.` �. 140329..63%.'�E _140466:802 ' 184,975L N 460378,446 E 1281384.583
u 9022 5e330 600 60.600L N L38940.310 E `+,3'SQ304.975' 196.850E N 455840 >001 E 1280525 ,574 .7%<0+ 6 d40';000 :'45000G N "1404Y0.864�'E '^3405E3'424'. 147.639L N 46OG64.643 E 1281440,757
�" T600 `S5 32T 75E 5T.769L N 13893T.562 E 34030fi.543'.� 189.529L N 455830.986 E I280S30.I1B �Y604 6eg79:65b <S:000C N-,240ggp,222. E 39059T:05E 14T,638L N 461121.B50 E 1281470.725
...-__". .....,_,____m:,m... _....»...__________ ____>__ .....» EMCEE
__
a NT02 LAYOUT POINTS FROM STH 64 NT06 LAYOUT POINTS FROM STH 64
----------------
TO METRIC METRIC ENGLISH TO METRIC METRIC ENGLISH
n POINT STATICN OFFSET METRIC COORDINATES OFFSET ENGLISH COORDINATES POINT STATIO4 OFFSET METRIC COORDINATES OFFSET ENGLISH COORDINATES
................ ._ «,e__» ___m_____ _________________.. EMCEE_. ____...
_...,_ ________ EMCEE. __,.«.. ..
0 80 v;5+392.861+� - 210 9TIR ;- N 338430:1T6 E =yy3�582:458 692.162R N 455B06.753 E 1281437,588 �4602 6+980:900 ;1'�4I6R N; 140548 42T';'yE 390639:456 4„646R IN 46I815.963 E 128d622.950
n T60Q 8 :;5+32T 25&r;,.L.5Y�769L N,. 13693?:SbZ,.,E•'>'3,9030F.543: E$9.524L N 455830,986 E 1280530,T16 ii%60'4 5 974:b96 45:�OC N•,Y4Q550 '221 ;P,390593:058 14T .630E N 461123 .850 E 128d470.T25
N 1100 „`5 411 I6C, :.i Y01,.900L N &i9029".604 ;$'; 3 285.742 334.317L N 456132,962 E 1280462.4T1 f 7+345:465 3'5:000C AC>,`340424 66•}E, 39063'{:574. 180.446E N 462399.O3q E 5281551.Y59
813� ' �9M62 930 '��. 8$'.508L N . ;139074_222- E:^:",340.318.94T7 26%4I6L N 456279.344 E 1280571.411 i7T1E i+759'33S 5S.QQOL N-141293'446 �•E "39086Y.257- 180,446L N 463560,247 E 1282353.927
e a G; TY01 'Se505 Q00 45 OOOL N .,239405..104,.cE. :C^.390165:T86 747.637E N 956382.336 E 1286 T23.T23 "T11E .w 7+78Q""-STOM 8E',04k N 'ULL74 385 E ' 390862 234 289,01% N 463693.904 E 1282353,92T
7601, :�.,5"746 SYA .s r4E�760L":• N ., �1g39933I:8t?1jEN 120:349: 159,974L N 457143,969 E 1280904.259 823E 4.��+B1Y �Y32 's- Bb:Tk6R N-f6P'.920 90T7 �j: r 391224 ZEI 253.268R N 463650.014 E 1?83541 ,663
7602 ;�= 5+T61.9S8 ',30,T69R;;',N � Y99336-.1 �. 90501`46T':T 100.947R N 45713B,721 E 1281170.228 2 .r. 8+409:004i»•t T0:I63R N-'W329T.260�'E „391223.323' 230.193R N 4635T2»760 E S2B353T.662
pw',„% ?7iC12 m,:: b'40558#" 4 64:OOSR N r'I4224E.584'.E '14Z,115:663' 204.9TeR Po 463577.122 E 1283362.146
T203 .:.5 592 b32 39 T1cM� N ,739}66.E7P)4 $90464'.605-: 130.202R N 456583,330 E 1281065.696
a n�' 72 « ' .5 559358 3T2 46TR _ N Y391Q0950 i'}340589.302' 565.83TR N 456367.032 E 1281458.400 S3Z22Pr f 'E"pbl:'OI6 ,40:�45R- M .:.3411322 §59 ,E 433R1376'.675 132,693R N 463655.761 E 1283386,130
_ ."721, A' 8+932QYT4 35 �000R N :Y/1T13.57T E� 39Y1A9;j27 ', 114,829R N 463659.70E E 1283295.749
___________a.. _..__,.__,.____,______.___.------- ...._...___..a.._..__._.__.__._...____.._._.._ p172A � 387:970 4 S:OOOR N-r34Q938 826 , E r'950T34 4SS :. 114.829R N 462390,23T E 1281869,001
0 NT03 LAYOUT POINTS FROM STH 35 "T7209 7-310:432 , 2Y.OTSR• N7 34087$.@Efl _:� 3906E4:37Q -S 69.137R N 462181.12E E 1281770,305
_._aa..__,.______, _..___..__ 4uA220 7.040:000 a ;25 QOQR N .14p405.85Y +:£ .�390666 855 :� 82, 021R N 461304A83 E 1281712.840
w n i0 METRIC METRIC ENGLISH Fsµ 7805�6?492.:661, _N T14034T:SdE-:E "390863'.9az : 84.791R N 463273.213 E 128I703.087
4^y POINT STATION OFFSET METRIC COORDINATES OFFSET ENGLISH COORDINATES "` "
E801 4%yriH80 Y17 263.03DR N" T�-5 p a 3906I2.9i6 • 862.958R N 458458.I93 E 328IS36.078 N707 LAYOUT POINTS FROM STH 64
T603 z._+338.2KF - 224 403R' i N39T4:E2'iM 93�468560/• 736,224R N 458472.917 E 128I062.413
5304 I -1+3Si..384 = 230.909R -N y39E1fi�4$27 r. 429.491R N 458780,126 E 1281026.853 TO METRIC METRIC ENGLISH
e 7103 ,Y.A,+305 T100'.' 15 000R N k3942i;.? 'E �1 ,4039Q 760.'. 114.629L N 459046.852 E 128080%019 POINT STATION OFFSET METRIC COORDINATES OFFSET ENGLISH COORDINATES
'7306 :1°+120 OOOT '.: 25 000R':'-N 13%6,6'393+"f174113402MS06 82.021L N 455924.255 E 1280396.411
x 710Y S -a+T64 143 ': 25.SIOOR '.'.N .$39665.7,36>E +,;3E9932:252'- 82.027E N <58223,226 E Y2T9294.A46 �9E09� >•ke 4¢360:084.+ '6'{.II24R Ns :24130 ��E 992ZE2:T6:s' 202,836R N 463600.821 E 1287014,438
825A +Oe78fi.09E` °' 771056E N L19Y6¢" .Ee 'u89888.363;:: 252.808L N 458532.094 E 1279158.738 %aomyLi E4$64:E `+ 31:_P.9Qd N ;x4A33SiS3Ti2E 392471.Y30;-: 102.347R N 463685,216 E 1284360.062
r T408 •tT 0i848 7'{? ,' 3Z"729L.' N Li$P�4lv'r)7 ' '3 'N+4�278' I07.379L N 458524.352 E 127940T.802 19 _.•:•+T89. t'G++.30Y'565L .aN1 +Y63D5@�95&"r; E{,i. ! 9;' 333.219L N 463T48»929 E 1282356.192
$ TPQ9'1< 1 1Y3`4Y5.".. 35 2816 N 439905i Ei 340I8T, A" 115,751L N 459015.160 E 5280141.352 ?+T,9.5. y;1I2`:935L t3N 7,42364'154.T"!I•.ER;%r 'M, ". 369.866L. N 463743.836 E 1282357.619
e+ v jY2gB'4sl, .g1.343:686) y t.44 323E " N k39 [ y3 0ZOC.869 161.BZIL N 459100.896 E 1280203,768 .7 ffiY02S64Sexa-.s.T4"L45'2t. W n1l43N41(+i8'S'r£' .f33�i6Th67 244.265L N 464044.955 E 128348T,191
ry e TP10 k .�lY$29? r 66L N 101i, D3 0224:590 740.241L N 459802.76T E 1280229.032 a77 E+29'N j y 399L4 YNb'X't$�'9'9: 2 247.372L N 464040.566 E 1284150.056
8202`x 2 9. BTIy`• M Yi0f�4T° _ lµd9fi,:. 780.797L N 459801.888 E 1280252.349 ;�+YM 062:4 ".:,368:,91R, P6. + `^`c�}+16`%;Z65' 53I.216L N 464319,89T E 1284325.78T
a g 02Q2 1 '738.48k •:r 236 032E " N %403i51�-'P43,.•.E' '440221*.62'S'' 7T4.3tY1 N 459794 .092 E 2280252.115 J� $49''ISG „[E'F..795L N '!74$$50:}T96I� 343t64:054= 615.927E N 464404.570 E 1284328.3I8
< m 77y11 s '�3+245 OA0 227.OHt N '•1401,»5902' "E4=340244v742 744.794E N a59T92.O66 E 128tl327. 136 p., 44,Es379:256° 19Te625C N-14Y5491400s •.'E: 891494`041,:;' 615.567E N 464401.630 E 1284426.691
Q 8112 177 81T 57.367E 'N }3945�'322E"4 A9023T:T75 188.210E N 459179.927 E. 12B03O5.101 "712$,w N.,,E'Sjffi:T3f7 r ;70.943L N ..1434433 a333JE .39444Q:55T` 252.9 X7E N 464019,148 E 1284415.267
7123 .'1 22A 487' -` ;ib:E62L - N 3799B0.Si3 E "3902E5.369' 133.406E N 459188,157 E I280461.250 `t130, kS-SOS.BZ9 ; 45:Y4EL N ' 341400 %24: £ :341627:868 735.000E N 463910.239 E 1264 H32.956
7144E ° A+32Y.33G .w, ., 50.445E N '14000GK05y,E' "L390384:227, A65.503L N 459336,696 E 1280801.628 ^,733Y" +•E<976:209 r'41348L. W- 1423M815 :'.E ,392687.048 135,000L N 463869.856 E 12863T2.256
7314 ,Y ;k 402%P94'y"'332:STkL N 240Y0;4`,334rc4Ft�pX340444;065 A34.917E N 459P65.1S6 E 328I041.391 ,7T1323` "!'4�160.000 ,42.6T2L. N% .34140t $83 ;i E: 342258:230 •I40.000L N 46343/.057 E 1286933.878
^ T138 .:1+375 620 �2T1:S73L- " N 1 0139.745' £ i190407I922 572,746L N 4597P1,865 E 1280863.323 ;';T,60E`fr 4y4+19Y 556 �45:845L Nam:'141418'.064 :'.E 392289:978-,- 150.573L N 463969.099 E 1287024.912
'n 820$ '''Y+5E5 1T6.,,: .115.OS66 N 840230.550 "'19®625'419. 3T7.479L N 459744.980 E 12BI576.895
.4 8204 ^:.Ie58f T59 413.540L' N 340229:02Y E ;590625:361" 372.669E N 459734.984 E 7281576.767
$205 `; E.974 4T9' 4:553L N 140123":929 E `543030.45Y I4,938R N 459690>44B E 2282405.739 ___--__.__,,,_______------ __---------------------- ___»-------- . __,,.....___.___.__,«__.__-
_...._m__.___...__
8206 ",1+9T5 i10 8:336L .. N 140837. SES E '.341030.544 f 26.692R N 459702.444 E 1202906.042 N709 LAYOUT POINTS FROM STH 64
•2 328 136 .91516R N 140113'.708 E .391184.115.'� 31.220R N 459689.725 E 1283409,884... ._.__A_______________l____.__
7205 �2 720 000 ,: "30.'000R N 14002I:588 E" �34,L1?go .785- 98.42SR N 45938T.494 E 1282I19.432 TO METRIC METRIC ENGLISH
R'i 7206 :EH72.475' SY7.366R,N I396T�:256 'E " 390§79:572' 1041:224R N 458247.955 E 1281426.4T9 POINT STATION OFFSET' METRIC COORDINATES OFFSET ENGLISH COORDINATES
rvT204 ,1•333.953 `482.46OR N 139492C376 -E ' 390530.869.7 1582.STIR N 458134,690 E 128135T.719 ,_.._ __..--. _ .-_ ..... ........ .__.___------- _.__.--------------- ,.---------
7602 i2+094.6 ,fi16:944R N 339336:261 .7
E•'34QS01.467 i] Z029.069R N 45TI382Y. E 328117O.22B 'P607 4+19I:S56 . ,45:895L N '34241D A64 'E 3
ry ST92285.978 '� L50.573L N 463964 ,094 E 128T024.912
4 7 R N 4 7 4 69 4 4 4 Y 4
7102 ,{Qe991:424. 570:453R N 13933T.ibl' E cS4Q 20.349'!$ Y8 3.202 S k 3.9 E 128090 .239 8 56 i 4 01 250 33 1 IC H. 141 84 028 -$ 3924P0. 30T 9 I00 828E N 46420T .888 E 128Tfi29.666
4 71" 1+030.48T '- 534.894R l N 139566'$98 E "390432:683 ] I754.400R N 457910.54T E 1281039,088 -- ----'- -
"' 7339 2+25d.536. ' 371:872R N-339566:598 E^ 390461.445 1 1220.049R N 457460.364 E 1281039.086 ----- _______.._ ._.._.._.. _.._______ _________ _________ ________...___.....______,__..«
7101 NTIO LAYOUT POINTS FROM STH 64 _.___m. EMCEE__"_
?2 330 235 245 T43R N 1397Q1.349. E.(190473:405 8T1.BS8R N 450336.844 E t261076.P64
_____------------- ..._._..------- _--------------------- .,_._®------ ..,,..,,«,.. ,..»«____._. _.____- 7O METRIC METRIC ENGLISH
N N704 LAYOUT POINTS FROM STH 35 POINT STATION OFFSET METRIC COORDINATES OFFSET ENGLISH COORDINATES
{ TO METRIC METRIC ENGLISH 77 :,� 0E 9+16T,§@Q 32�932R N 142335 781 E 392283.. 638 1@08.043R N 463699.142 E 1287017.234
POINT STATION OFFSET METRIC COORDINATES OFFSET' ENGLISH COORDINATES :PC722 9.174. Z? 35.000R N' ,-142335.569 ,E , 392291.106-.'i 1I4,829R N a63698.445 E 1287041,137
-- _ ,..____- ....... _.... ,. ___.. _____..___ ., »,... _.,... »------------------ PT722 " 94545.YIS " 35.00OR N '141527.294 'E '392624.627-1114,829R N 464327.464 E 1288135.963
c 8801 ' .:1-480.117 263.03OR'. N 339T36 337 E %390512.488? 862 ,958R N 4SB458.193 E 1281536.OT8 72I4 . " 4+9AOti946 S0:479R N ;A43T89 A94 '.E' Y42B6p.36T t 102.83tR N 465186.39I E 5268974.348
. T530 T'Y•849 A41 : 32.999R N - N0062.087' E r.390965:k97q Ig9.463R N 459520.364 E 128269I,649 `PT724,1 T21T, 94927'-93L . 45.794R -N t 142190.584 -E 3929Q2.581 150.243R N 465191,275 E 1289047.805
„q 8304 :'1•935.40Y •,38.567E -' N - 140239 290 E' +-390984.4461 I26.532R N 459773,654 E 1282754,809 iT24i T. 30-167.680 .v "35.47TR N c141967.658 -E - 393064,688 '4 116.393R N 465772,225 E I289579.729
e. 7124 C14937.1YE 46.119E N 140141.097 E "390984.742i 151.306R t8 459799,267 E I282755.774 M25 •107520:070 • 23Y.266R N' 142073.29T :E' 393449.95Y �T62.0258 N 466116.608 E 124OB43.733
n 8307 ;2+141.599 18.574L N 140141.71E E '•3 .;391197. 810 60.,1937R N 459781.620 E 1263454.815 :: 445 ' 104048 506' 27159Z4L N' '242100.420" E ' 392762.906 1892.138E N 466207.794 E 1288589,634
8306 ,,2.141.504 10.345L N 140133 491 E ,391197.602 33.939R N 459754.629 E 128345434 -'7YaL ,20.140.305 � 86.083L.• N 1142033.999 F. 392959.160 1..28Z.425L. N 465989.B79 E 1289233.510
�, 9.516R N ,140313170E ^E 391184,.Y35l 31,Z20R N 459689.725 E 1283409,884 T33A- 40+140:000'; ', 45.720L : N '142005.415 '.E 392937.658 .J150.000L N 465896.099 E 1269327,004
u
__.__m... ..... .... ...__..___...__.___.-....___ _...-..__... _.__ _-."_-....._... -7134 9+7703000 .' 45S720L, N 141743.49E `E: 392726.320 ,..1 150,OOOL N 465036,784 E 1288469.600 -__-. ..____.__._,NTS FROM STH 54 713T .'. 9a760:T37 703988E N 141754.786 :,E ' 392701.890 232.901L N 465073.027 E 1288389.450
P a LAYOUT POINTSa3 -.... .... ........ .".__ .. ___._.___... � a611: 9+7537520' '-T8:66EL N :. 141755.111 .:E 392641:34T '1258.140L N 465074.892 E 1208354 ,860
w TO METRIC METRIC ENGLISH 7612 " 9.691:25T. .'20. 266L. N 141669.775 'E 392688.720 66.491L N 464794,922 E 1288346,242
u POINT STATION OFFSET METRIC COORDINATES OFFSET ENGLISH CCORDINATES '7613 ' 9.414:'M 22.605L" N-'141487.120 E' '392486.4S8 74.165L N 464195,660 E 1287682.654
Q. �_ _ ___-.-._ ,.p7 .. _..,__ ..._ ..-"_______________ _EMCEE 7fi 14 9+1T73463 1.853L N 247371.989 E 392Z84.667 ; 6.079L N 463817.929 E 1287020.613
7213 "9+13T.236.`. 112.928R N-141250.338 E 39226d:e64 370.497R N 463418.817 E 1286968.765 OFFSET; Fl20N 150TN_AVENUE
P7721 :. :9+135,532 112.465R N 141250.394 E ,:392266.833't 368.9TTR N 463419,000 E 12B6962.102 761D 4.664:404 - 8:37L- N 142102,090 E. 392762.949, 27,460L N 466214.2 E 1288592.3
a PC721 _' 9-115.9515_ 60.554R " N 141297:: 292E E:.....392239.549. 198,668R N 463572.866 E 1286859.463
4 REwSfON DATE ro-r-96 DATE 2-2-96 HWY: S.T.H. 64/S.T.H. 35 CONSTRUCTION PROJECT NO:I550-®o-00Af/ -I j�j` z y 9-25-97 N.C. NOT TO SCALE
a ; s 94 COUNTY: ST. CROIX STATE R/W PROJECT NO: 1550-00-21 SHEET NO: 4.13 M
w
o�
STATION AND OFFSET TABLES
4801 LAYOUT POINTS FROM SIR 64 N804 LAYOUT POINTS FROM STH 64
TO e'BE1R%C 7 YETRIC , L' ENGLISH -M LETRIC WIRICt ENGLISH
POINT
"STATION OFFSEY ' i�JRIC C04RQYNATE. I OFF SEY ENGLISH YSN COORDINATES P0IP4T" STATilk4 �FSE7' METRIC COORDINATES OFFSET ENGLISH COORDINATES
4
-:+ _ R 7 4 36 .673R N 455 S T
Y537 5 368 4�D' ISO 238 _ N 13893Z:445 E '3904 4.O D i 81 .63E E 228109 .88I 8+364 SY8 ,. 3'G496R N *+}4IS31.557 E ' 34I473.T30:. 102.347R N 461685.21E E I264360.062
8412 'S 300 352 92 126R 'N 536872.940 E ,59Q444.05H 302.210R N 455615.690 E 3260981.880 ±T606 T<789 22X " 'I01'Tv65L zN ';"I43350.996-_ E= 390862:$49.! 333.219L N 463T48"929 E 1282356.192
7200 5+32S.T32 41958R ; N 13H909 546 E 390402.2T5 137.656R N 455739,070 E: 1280844,79T :"7114 �'7±T45.y40 -Al2 735E N T4I364:64l, E 3908b3.38A'J 369,866E N 463793.83E E 1202357.619
720I .5+3SI 238 34 156R 1{ LT8934'.896 .,E,' 390406.236.1 128,46SR N 455822.246 E 1280857.793 r:':509 6=045 30S -.bY.838L -N-';.1414M IST E ,39I144:711'7 222.566L N 463999,029 E 1283280.606
N .,,,...w._.„_.....,_,.__._..._.-_e,._..........-w.__e_.,.,,.._.....,__,...W...�...�.:._..._.,_.sl TSIQ "_8'sO5g,365 -` -104 774L N..... 141470,230 E ' ;391148.454 (( 360,151L N 464140.247 E 1283292.886
-.:7513 H+O80 630 '-101%4076 N ': 1414TIA09-. E 391179.496 :" 352.385L N 464145,425 E 1283394.730
o ;;1512 8K1H6 92S _.�72 008E ' NN 141437 3YQ-'. E 392190.249;y 236,248L N 464032,243 £ 2283430,008
.3 ..� ,t _� "fie _...,... _. ... _ ...:',.,..., >..
N802 LAYOUT POINTS FROM STH 35
' N8-- LAYOUT POINTS FROM STH 64
TO "4ETWIC .:,` AEYRYC „'> ' .' ''- ' ' `: ENGLISH
POINT STATION OFFSET METR2C COOBdINATES OFFSET ---ENGLISH --ORDINATES
v -_,.O lE'fi?IC.. ;41E$RIC :.. ENGLISH
0 218 263 030R �N 334738.33T E '3406Y2.9T8.,'i 862.958R N 4S84S0.193 E 128153E .O78 POINT STATIO 4FF5ET METRIC COORDINATES OFFSET ENGLISH COORDINATES
338 16Y ; 224 402R ;N, 13ST42_.825, E',, 390468.604 ,'11 736,224R N 458472,91T E 1281062,413 :s
0 0 3 T538 -^.: 1202 166 -` 2g I24R S N ' 1398H9 113 E, '390294.813,: 95.56BR N 458952.064 E 1280492.231 8 19 , 8f9T1 667 ;�.3%I 568R N; �1413I2.244 E ' 392080:52E 123.423R N a63621.920m E F2fl6}50.043
n m TS34 <1, 147 059 -"_ 83.859R :N 'Y39837 39H E "�3903I3 132: 275.126L N 456740.865 E 1280458,540
£° T535 1�1 330.330 ^; 82 549R ',.'N E398%2.264 E. :.340256.243 270.030E N 458661.872 E 1280275.556 `,73� i�y+074,d7S 46.550E N ':'.142394.057 'E ' 392141" 51.: 152,722L N 463890,335 E 1206551.401
;'S5II6' r9+(64P..423 �73'HTIL N '14142I.657-.._E ;392145.356': 242.358E N 463980.88E E 1286563"556
i;I- 755E .'R 138 T34 28.253R ': N' 139863.974' E - 390239.923 9Z.692L N 458812,852 E 1280222.091 �950T' ,'§:O67.S$T� 74"322C N .;; 14A424.159 . E : 392169:{41 '..' 243.837E N 4E3489.096 E I286642.576
a "�, `7306 ^ ,: �5 170 000 _ 25 OOQR '�'N E39880:343 E .39O265:606yj 82,021L N 458924.255 E 1280396.411 -7.508 "-97066349 4T 557E N I4I397 425.' E 392171'112 15fi.027L N 463902.384 E 1286648,058
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.; N803 LAYOUT POINTS FROM SIR 35
N T0.
ve TO zeETR C t METRIC a f ENGLISH T�Ct METRIC - ENGLISH
PQZHXf 5TA71ON , OFF.�3 .P METRIC COINATES J OFFSET ENGLISH COORDINATES�ETWI S4kT2oTf f �FSE4 1C COORDINATES OFFSET ENGLISH COORDINATES
.,.._«.-"-,__m..___"______,__.. ------ ..________._""_..__„„.___.."_.. _..
i T530 "'I+89g 04E "731. M49R . N 4 240062.087 ' E .390465.147.,E 204.983R N 459520.36d E 1282641.649 r"T6A6 9+362't580 32:932R N 14Y3}5 T87. .�E 382283.638 T 108,047R N 463E99.242 E 1207017.234
T552 ' x;1+899 }OY 77 3E6R ?"'N ,i40018.0% 'E ''3909T5.997' 253.661R N 4543TS.970 E 128ZTZT.083 7624 ! 9f17T 463 8-1:853Lx N 7 14157Y 96H 'E 392284.667;f 6.G79L N 463817.429 E 1287020"613
• T '7513 4e4I4 T26-22.bO5L N `.:I4I467.120.d: E , 392486:4S8 ,! 74 „165L N 464195.660 E 1287682,654
T532 -..1+844 80b '8T 068R ,-N .139445 731 E 390925.561:1 285.657R N 459302,661 E 1282561.613 f
a IS]3 .. ',E*841 281 31 353R ': k 1l0046.994` E� .39¢40H:832'.',f 302,863R N 459477 «425 E 1282506.728 '-8456 .g+401 25Q .33:17Y4 N 541484 AIB:".=470.307 108,828L N 464201.888 E 1287629.666
u+ w T542 :,Z*044.ACa,T 24 626R ; N :Y40054 507«E '•34A142.52%':'� 80.793R N 459626.729 E 1283142.107 X:7?.'SS d",'97320 t4T `58:9THL k `:Y<1478.2t1(':E ":392442:310' 12T.551L N 464166.530 E 126T537.811
4' a T542 ,..;.'2+049 546 "1'S4 31IR-'1.N .'24@065.]72 E81D9.621' 178.18ER N 459531«140 E 1283165.645 Y500 a '4iSA3 467 <Sm571L N 141567.732E E .392546, 14; 144.512E N 46444t.010 E 126787@.722
. ,4t k ."8450 91643 705 35.504E N ,Y41682 277: ;:E '392674.662 '- 116.484E N 464035,918 E 1280 }3E«525
+- T54Q '-.2+100 845- 45 4Y1R ?N 140016 0 E :39I158..333' 150.626R N 459568.832 E 1283325.29T
n f ^ +> '7622 �9+b4L257 20.266E N :1416b4.71S ::E .3926U.120 66.491L N 464794,922 E 1298346.242
ry e ?,439 ,•Za09w S$6 4f'++EBa53�4. :NE 140Y05.996 £ 391151 183;: 54.239R N 459664.420 E 1283301.840 ; 1 __... ems.. • _�w��
�. 8417 :2 328 236 + 3 526R' 'ST 14OII3:708 E7-'331.384 1.15: 31.220R N 654E89.725 E 1283409.804
w v t528 ;2+06D 944 '.0 22 3'46C"7: N E401432597 E •�391123.383 ': 73.969L N 459787.785 E 1283210.633",------- ,_.------------ "__"__.___«___m..____.__.__.m_____________------ _«_".__-_-,__._.____„__..__"_"-______
o$-, T52& ;2+0'TO 486 ,�:, ,Syd 272E d4 'I40375:358 E '591122.811: 178.056L N 459891,988 E 1283208.755 N712 LAYOUT POINTS FROM SIR 64
c m 757E 2f093 977 214E,N 140174:726 E 391147.803 171.519E N 454889.914 E 1203290„T50 _ _
"1 7SZT „ 2W93.263, 20,3Z3C .: N ,`Y40A425966 • E'- `341246'375. 6TA31L N 459735.715 E 1283242.620 ,... "« " >. -.' ENGLISH
8307 :::.2e141 599 18 574E N ,E40241 T1D,.'E 392R9T.810.;.y 60«93% N 459T@1,620 E 1283454.815 PDrWA-+-$TAF10N ie OFFSjP '+' : IAETREC COOW4INATE.SOFFSET ENGLISH COORDINATES
e n T517 ;-2+2QS 612 }SE 421C',':N ;7.40A40 04H E-.391262.005.1 60.599L N 459TT6.303 E I283665.424 ._____---___e - __,___" _ .__
7518 ;:,2+2Q7 445-,. 33.966E ;` N «' 3,40155�.542,'E. 391264.258':� 111.437E N 459826.97E £ li@3672.8T4 ,86A1, R0+26O:52b " : 295514E 1K „'142093.449 :'E,'' 353098 383' 96.848L N 466184.924 -«E ".1289690.278
e� 7519- -Z4220.050 - 34.275L 'N '140155.542 'E ,391276. 057:! 112.449L N 459826,9T6 E 1293T14,154 :T141 ®y10+28Y.594i ^4481.936P.. N ,;i142108.628''. E '393086.099 '.^ 160.551L N 466234,722 E 1289649,975
7520 '24222 49! 18.458L.: N `I46139:b71 E 391275.883" 60.557L N 459774,906 E 1283720, 80I ,7142 20!360AUO ,59.436E M ;:342170.834 :E 393113:340 295.000L N 466438.828 E 1289804,965
7S16 "2+211.B32. 'IZ.014R 'fA c140109.470 E -.. 391267'478: dddddd� 39"416R N 459675.818 E 1283683,385 i7143 ^ 10s542:446- .. 41.858E N='142286.938 E 3932T6.793 I 137.328L N 466819.728 E 1290275.612
T515 Z+231.205 21.47411 N :140100 028 ;E' 391266:620'{ 70.452R N 459644.842 E 1203680.569 7223"' 01550:949 >_ 20. HSIL N �AHIZ486.065 E 393513t224 60.400E N 46T473 ,033 E 1291044.743.
2.199.426 '= 22.SSOR IN ,•540095.241 E . 391254.808`.. P3.983R N 459642 „258 E 1283641.817 .7233 1Q-! .503 40.233R 'N ,.142384.133'<IE 393SOI.S97 131.997R N 467171.41B E 1291032.840
T513 '4+197 106.' Y2'003R "N 140109.841, E34 - 1252.TS7 39,37911 N 459677.038 E 1283635.08E '"7232 10.+660.000: ' 39-.624g 14 '%I423Q8.263;:1 :E 393418I7 jjj 130.000R N 466891.941 E 1290739,273
7524' 2+YT2.068 IS 96{R: N' 140110.475 E �391227.666: 39.316R N 4596T9.316 E 1283552,769 ";7231 '10K10:060 ' ', 22i860R N :, 142286.634 E -. 393370.342,: 1 75"000R N 466818,731 E 129058Z.532
m ''7523 2+170.249 23.$57R,'.' N ;140098.947 E:.-391225.6731a 77.614R N 459640,965 E 1283546.229 �Z230 10+353.440 - 36.040R' 'N i:142098.T59 '£ 393196.293, a' 218.24IR N 466202,344 E 1290011.504
21 ,7522 2+160.814 '22.31411 N-1401007422 E-391216.224,1 73.207R N 459646,133 E 1283515.228 "722fi 10+45r'S23 142L890R' M4 t'142095.638:$ '193344-:540'J{{ 468.T98R N 466192.304 E E290497.678
.7521 2+15B.133 11.973R ''N ,140116.825 E 391223.796',1 39.281R N 459680,264 E 1283507,264 722T I0a464104 -136 t346iF N 'c14230l:Y82 : E.','393344.540.; 447„36IR N 466222.104 E 1290497„878
820E - 2.141.236 - '1L904R' .N 140%11 248' E 34119T A4f . 39.OS6R N 45960Y .652 E 1283452.241 .7228 :10+541':060 211.378W .N,=, 142102.55J'.E• 393450.380 693.495R N 466214.794 E 1290845.122
N 8207E 2.141.263 9.771R -N ,140113.381 E 391197'.095 .I 32.05TR N 459688,690 E 1283452.468 7229 ` 20+534.T% '- Z18[OO1R N ': 142093.409' E 393450.380 715,2258 N 466184„T94 E 1240845.122
8417 2+128 136 - 9.516R N '140113.708 E :'381164.318 1 31.22OR N 459689.725 E 1283409,884 ;7635' 10-523.188 .224.464R M `142084.ZT5 J,E 393450.188 736.494R N 466154.827 E 1290844.491
r4 - -----1 :8821 10-•280.526 29:519L N r-.'142093 449 'E 393098.383,j 9GA43L N 466184,924 E 1289690.278
N
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NT13 1AYOUT POINTS FROM STH 64'®_ "' "'ENGL
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m TO ,METRIC ME7R%G ; ENGLISH
n6ZN7 STA7jON : C4'FSEP -.1 ENGLISH COORDINATES CDORDINA7E5
POINT STATION OFFSET METRIC COORDINATES OFFSET ENGLISH COORDINATES 4 '"; "`" _ .
_ - _ " ,T2i4 I9M6070001 7S AOOR '22'.B60R' N 465233,17E E-2284I74.6S3 N I42803 356 E�-; 392442.744
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._"`` ""`-_.e "`-` `7735 :19+530.0013NAM',�21.336RN ':I465303A41 E 1289324.353+N 142824.894,E-%392486.841r
.8 v; 7616 a�6 177.631 T093R „-N • 1382G945E 390479.348 361.673R N 455815,836 E 1281097.661 7
7222 5 452.630 182.849R"._'N ' 139997:429 E 39AT76.093 599,891R N 459308.232 E 1292OT1,232 7236 '.19+665.000 MOHR 24.784R�_'I N 465199.246 E 1289766.185 4 N :141793 014 -E'` 393121.519 ?
7205 6-477.190 '. 194.232R'.' N 140021.588 E 390790,785-11 637.242R N 459387.493 E IZBZ119.434 723T 19*720;310' 60.000R ` 18.288R.1 N 465327.894 E 128995L566--N-;-141829.178 E'l%393178.633 7q`
7221 '6<540.732 3D2.932R "N 140067..386.. E , 390986.331 ' 1256.338R A 459537"T49 E 1Z82T60.988
a N - 4 '3238 194915 547-.� 68.248R .'2Q;802R:: N 465782.54B E 1290417,940 ,N St1970.805 .E 1,393324.575 3
a v. 7222 - `6*452.63Q 182 849R v'N 33999T:424 E 3407T6.043 599.897R N 459308,232 E 1282071,232 - -
._ '7234 ;- 19+968904.I 66.I44R 20iI61R:.. N 48600T.335 E 1290437.18E "N ,t42039:320 E-'393326:041.'--"
7240 19+520:997 VASIL ', 24.658L'�1 t4 465452997 E 1284281.484 � N ' 14I870:3ST E ,' 34Z975'.6I1; `
7241 `14+655:000' 65.O00L 39.812L'_l N 465339,178 E 1289716.089 N 241635.665. E: L393106,2503'
.7242-19+720.310� 60.000L .t18i288L N 465402,722 E I289869.689 ''N.' 141855.033: E ,I393152.763'';
-7243- 19+900.5401 60.000L ,IL288L,'I N 465820,963 E 1290286.678 N 141982 513 E:::_393280.166`s
N
'3244 . '19+971.3W 68.I24L 20.764L " N 465971.765 E 1290307,460 'N' '142028.478 E°:'393286.500�.
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a o REVISION DATE 925-97 DATE 2-2-96 SHWY: S.T.H. 64/S.T.H. 35 CONSTRUCTION PROJECT NO:1550-oo-80g�t.�
�, -5-9NOT TO CALE
COUNTY: ST. CROIX STATE R/W PROJECT NO: 1550-00-21 SHEET N0: 4.14 M
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JV4 CAUTION
ACRESACCESPOW G" COMBUSTIBLE FLUREt THIS PLAT IS FOR ILLUSTRATIVE PURPOSES
O.IOER PESSUEe
AND O AH. s.g�yy OHLX. DEEMS MUST RE CHECKED
OAC OTHERS £T AL LOCERCROtM UTILITIES V TO DETERMINE PROPERTY ROUNDARPES,
BARN BK.
BARN B .GAS
BUK' S BLDGS.. ELECTRIC ® E
CENTRAL A4SLE a
CHANNEL CM&wA CH. Ctt TELEPMP£ ®v T ®_ -
COMPANY
c� SEFVAM PEDESTAL Pv END RELOCATION ORDER
CORtPOPATAWR CORP. Par P"
COUNTY
C0. STA 4�4+00 �^ a
OUR4Y YR1 HIGHWAY- C.Y34 !'(}TIER POLE
n CREEK CR.
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GARAGE G RAILROADS E - 1271546.767
o- GOVERMENT W". fN"1_-R" - APPROX. 21.94 FEET EAST AND 259.99 FCET NORTH
aigOlSE H MARSH i i ►i OF THE MORTHIEST QUARTER N,I141 CMAU, OF
INCORPORATED
HOUSE R W_ WOODED AREA
SECTION 4. 7•30-N. R•19,R
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LEFT LT..
LENGTH OF CURVE L. CORPORATE LMTS Z 4eZeZ R E3 W R"I8 W
LIMITED M O RNAY EASEMENT LJ4E. R Is W 0- R IT W
NICE M0. PROPERTY LIE ®...a
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NORTHWEST HISLOT LIE ----®,®._ $( ^ ny C'0 f FdS
PERMANENT PERV. LIMITED MOOIAY EASEMENT —_... E' E
PMVT OF CCRYAT4A+E P.C. EXISTING ARMY OF WAY yv JOhOKV)e -q
POINT OF INTERSECTION PJL2 POINT OF q,
.z POINT OF EYIOENCT CURVE NY. NEW FEW RC HT OF WAY _ - _1, _.. E 4TAwPL Cc .Sr N
POINT OF REVERSE CLAM F.R.G. REFEREIK1 LINE
u POINT ON CURVE PAC. SLOPE INTERCEPT PRAIRIE
PRO ® JECT PRO"C.
PROPERTY LOW P.STATE LIE
OUT MAN DEED OA1L �®^_®® � - I KA -_
RADIUS R TOWNSH' A RANCE LIESRACB-0
RALWAYY AD SIR
SECTION LAW �.� �.�, r J IT
FEIXR2ED REO1% CULRTER LIE
RIGHT AT.
RIGHT OF WAY R.'R SIXTEENTH LIE
ROAD mSECTION SE(L -
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s SOUTHEAST SMED s RO ACCESS IBR11 t11 R111I ° VL ' A Q 4 W
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BEGIN RELOCATION ORDER
NOTES STA 304+00���
H . 465932.405
COORDINATES AND BEARINGS ON THIS PLAT ARE ORIENTED TO THE E 12S9040An
APPROX. 245.01 FEET SOUTH 00 10TAS FEET WEST
WISCONSIN COORDINATE SYSTEM CENTRAL ZONE. ALL PLAT DIS- OF THE NORTH OOARTER W l t CORNER OF SEC7104 24,
TANCES ARE GROG LENGTH AND MAY BE CONVERTED TO GRID 4-s0-H, R-20-W.
a LENGTH BY MULTIPLYING THE DISTANCE BY TIE GRID FACTOR PRO- „
VIDED ON THE DETAIL SHEETS.
LAYOUT
RIGHT OF WAY MOW4AEN7S ARE REBAR AND ARE PLACED PRIOR use?®Slur
TO OR AT THE TIME OF LAW. TITLE TRANSFER.
REVY"O" DATE
+`+ RIGHT OF WAY BOUNDARIES ARE DEFIED WITH COURSES OF THE TOTAL NET LDrTH OF CENTEFI E = SAO 6EE5 1,27-95
W PERIJI&TER OF THE HIGHWAY LAWS REFERENCED TO THE U.S. PUBLIC s-o-99 nG
W 6 so-99 >° LAW SURVEY OR OTHER SURVEYS OF PUBLIC RECORD. a-s- w.e 4a
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I
z I REVISION DATE I VATE
1 3-10-99 N.C. 7-6-00 M.C.
FkE NAVE: 1:�nicr9stotzonProjects-d6-l5590821'1559A403,DCN 05-NOV-2001 09:16
Y' TS * �T,6 4 :y
C WO:U :N ST. C ROIX
OPr DATE : 6-7-99 LH
CONSTRUCTION PROJECT NUMBER 1550-oo-eol&( PS&E SHEET NO: 4.1a
STATE R/W PROJECT NUMBER 1559-08-21 PS&E SHEET NO-4.
KOT CT`OP t[ : D5T.6,EAU Cl..WE rv11 scnie : 800000005:1,000000 WISDOT/CADDS SHEET 70
u IREYSIOH DATE
3-10-99 N.C. 7-6-00
6-30-99
g-5-99
ALL v4AW
NOT TO SCALE
mI.T 0n11: 05-NOV-2001 09z16
4 494+00
NTTOX n- 94FF EA51 AM n'" MI T.
W TIC
[HWY: S.T.H. 64 CONSTRUCTION PROJECT NUMBER 15-90-00-80161 PS&E SHEET NO: 4.2 C7
COUNTY: ST. CROIX STATE R/W PROJECT NUMBER 59-E08-fEE I PS&E SHEET NO: 4. 4 E
CPC DATE : 6 1-99 LH F OT NAVE OIST,6,EAJF CLAIK Pear scFLc MSDOT/CADDS SHEET 70
rn
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NORTHERN STATES
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\ CAUTION
\\ THIS PLAT IS FOR ILLUSTRATIVE PURPOSES
ONLY.DEEDS MUST BE CHECKED
<* TO DETERMINE PROPERTY BOUNDARIES„
NO BEARING CONVERSION AND GRID CONVERSION"'
PLAT BEARINGS ARE ORIENTATED TO THE WISCONSIN
PLAT
SYSTEM (CENTRAL ZONEI WITH 0 DEGREE:
0 INUTES 0 SECONDS BEING GRID NORTH, PLAT
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ONLY.DEEDS MUST BE CHECKED
TO DETERMINE PROPERTY BOUNDARIES,
NOTE: "BEARING CONVERSION AND GRID CONVERSION -
PLAT ARE TO THE
WISCONSIN
COORDINATEBEARINGS SYSTEM (CENTRALORIENTATED ZONEJ WITH 0 DEGREES
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Q.29990S
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6-30-99 R-5-01N'c� 00 CONSTRUCTION PROJECT NUMBER tr50-od- &E SHEET NO:4.,2 c)
11-5-99 N.C. GRID FACTOR 0999905 z -
COUNTY: ST. CROIX STATE R/W PROJECT NUMBER 1559-08-21
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6-30-99 II_S_OfpLC.
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CAUTION
THIS PLAT IS FOR ILLUSTRATIVE PURPOSES
ONLY,DEEDS MUST BE CHECKED
TO DETERMINE PROPERTY BOUNDARIES,
NOTE: 'BEARING FARE GRID CONVERSION -
PLAT BEARINGS ARE ORIENTATED TO THE
WISCONSIN
COORDINATE SYSTEM (CENTRAL ZONE) WITH 0 DEGREES
0 MINUTES 0 SECONDS BEING GRID NORTH.
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DATE 1-27-98 SCALE:FEET
—1 0
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HWY:
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S.T.H. 64
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CONSTRUCTION PROJECT
NUMBER lr50-oa-00/8711PS&E
SHEET
NO: 4.
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GRID FACTOR
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COUNTY* ST. CROIX
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CAUTION
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ONLY.DEEDS MUST BE CHECKED
TO DETERMINE PROPERTY BOUNDARIES,
0 NOTES"BEAAIHG CONVERSION AND GRID CONVERSION'
PLAT BEARINGS ARE ORIENTATED TO THE WISCONSIN
COORDINATE SYSTEM (CENTRAL ZONEI WITH 0 DEGREES
0 MINUTES 0 SECONDS BEING GRID NORTH. PLAT
DISTANCES ARE GROUND LENGTHS AND CAN BE CONVERTED
TO GRID LENGTHS By MULTIPLYING DISTANCES BY
8520
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DPRWI 476468.621 SEC 4
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OF THE-N6RfH-
WEST OUARTER fNWV,)Co�NiA-or--
SECTION 4, T-30-N, R-Iq-j,
061
912
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SEVERED
3 SEVERED SLOPE LINE t 2.5AC
SECTION SEC 4
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11--,TELEP�RONE
9
NE -NE
SLOPE -'-- COMPANY -
SEC a 19 INTERCE T
N 476208.733 OT132
OTi3
E. 127-1544.826
(RELO
NW -NW
LOQATED)
SEC 9
g
aEvsaN DATE
'3
00 mc. DATE 1-27-98 SCALE.FECT HWY: S.T.H. 64 CONSTRUCTION PROJECT NUMBER 1554-oo-j3 t PS&E SHEET NO: 4.0
0 200 1
COUNTY: ST. CROIX STATE R/W PROJECT NUMBER 1559-08-21 PS&E SHEET NO: 4. 14 E
FAT MAW L:zmicrostotiomPro)ectsto6-15590821=15590414.dgn 05-NOV-2001 09:17 wC O.TE MOT TAAA,E 200.163067:1.000000 WISDOT/CAODS SHEET 75
-- .— ___. -1— 11.1 —1 . 110�1 - H., r. -. sca,e a 20M00035:1.000000 WISDDT/CARDS SHEET 75
F
p
TRAVERSE 1
Feature ENV
...................e...........................
DRn848 N 468755.910 E 1260883.695
Dlstaca 245.947' Bening N 88"36'46,0' 1
ENYII H 468761.934 E 1260614.822
Distance $26.580, Sewing N 88'3648.0" 1
CARVE ENYTI
PC N 468774477 E 1260068J96
CC H 46878%514 E 1259589.03I
PI N 468666.OT4 E 1260085.610
TAN 108.639'
D8 S 1'28'10.6' 1
DA S 25'57'38.2` R
LCtWd Distance 212.334
Externaal Distance 11.654
RadlM 500.550'
DEG I1'2647.6`
DELTA 24'29'2TA'
LENGTH 213.960'
Bearing S 13'42'54.4. 1
PT H 468569.397 E 1260038.053
CLFYE ENVTI
Distance MAW BewIng S 37°43'26.8' 1
DMI6 N 463320.ST7 E 1259946.349
Distan 137.547° bearing S 56.07.16 a- E
OMIT H 468243.903 E 1259960.543
Distance 413,286' BawIng S 33'ST'36.0` 1
OM15 N 467901.112 E 1259729.676
Dusters 21.893- &.'wing N 51°58.59.2" 1
CARVE ENVT2
PC N 467514.596 E 1259712.428
CC N 471423.579 E 125521T.469
PI N 467682.304 E 1259530.832
TAN 294.850-
DR S 38'01'D0,8' 1
DA S 43'56'0D.T' 1
LDhOn'd Dlstance SM°914
Ezterral Dlstacc 1.614
Roddus STOS.SOO'
DEG 1'00'15.2'
DELTA 5'54.59.8"
LENGTH 589.IT6'
Bowing 5 40"5810.8' IF
PT N 467469.9Y0 E 1259326.258
GAVE ENVT2
Distance ITSO 7` Sewing S 88'33'35.0" E
DFM O57 N 46T465.563 E 1259501.$10
Distance 278.009' Swing S 2°1144.7' 1
D MI N 46T167.758 E 1259490.858
Distance 0400' Beae'Ing N 0-00100.0' E
CURVE DMEN
PC N 467IST.756 E 1259490.6SS
CC N 471428.579 E 1255217.469
PI N 46T72%T40 E 1260026.725
TAN 760.746'
IH N 44'46.51.0` E
DA N 30'22'38.9` E
LCWd DiSIONM 1509.488'
Exteral Distance 4T.873
Gallas 60204W
DEG O'5T'06.0'
DELTA-14°24'12.1`
LENGTH 1513.00'
Bowing N 37'3444.9" E
PT N 468354.04S E 1260411.430
CURVE DMI
Dist arc MID- Bening N 0'00°DO,D' E
DPW N 468384.045 E 1260411.430
Distance 73.465' Swing N 54°09137.4" E
DP813 N 458421.060 E 12604T0.985
Dist Arcs 200,696' 9ea'ing N 30'IS'S5.2` E
DPRWI52 N 468600.4DI E 1260572.137
Dislonm 1674T7' Sewing N 1448'DT4' E
ENVTI N 46876L934 E 1260614.822
v I REVISION DATE
urn 3-Q-99 N,C, 7-6-00 N.C.
6-30-99 8-5-CAN,C,
n-5-99
TEWORARY INTEREST 9
Feature ENV
.............................................
CR18808 N 413TSL882 E 1266057.166
Distance 1244.S90' Scaring N 87°08-40.5' 1
DIM511 N 4T3830.882 E 1264814.I22
Distaxrt 412.853' Sewing N 1"I2°IT.B' E
DP M320 N 414243.643 E 2264822JI4
Distance 6T.046' Searing N S6'3843.6` E
D1127 N 474i47.966 E 1264889.745
Distote 65.753' Deming N 3"21'16.4- 1
CISK D711
PC N 4T4313.206 E 226488539?
CC N 474355.349 E 1265604.BT2
PI N 414593.252 E 1264869.482
IAN 280.526'
DR N 3°21`I6.5` R
DA N 39'12'MV E
LChWd Distance 522.T44'
External Distax:E 52.705
Radius T20.209'
DEG T'5T'l9.6'
DELTA 42°33.45.0-
LENGTH 535.011°
Btwing N 17'55136.1' E
PT N 474310.620 E 1265046.813
CARVE DIII
Dista De 131.422' Semler N 39°12'28.7• E
CLIM DTI2
PC N 474912.453 E 1265129.890
CC N 4T5132.490 E 1265200.971
PI N 4T4851au E 126531T,133
TAN 1%.770'
D8 S 72'05'51.0' E
DA N 27'06'34.7' E
LOW Distance 299.T12' Swing N 67'30'21.8' E
Ezteral Disfanae 72.390
Rebus 231.233'
DEG 2446.42.1`
DELTA-80'47'34.3`
LENGTH 326.062'
PT N 475027.111 E 1265406.800
CLRIE. DTI2
Distanct 451.568' Sewing N 27-06,34.9' C
CAME OT13
PC H 415429475 E 1265622.5TT
CC N 4T5362.515 E 1265742.593
PI N 475521.466 E 1265659.886
TAN 103.817"
GB N 27'06.34.9" E
DA S 82'04'56.6' E
LCWd Distance 169.239'
Extwml DTSto ce 33.136
RRdim 146.063-
IEG 39.13.36.6'
DELTA 7048'28.4`
LENGTH 180.509°
BAWIng N 62'30.49.2` E
PIN 475507.185 E 1265762.723
OAK DTI3
Distance 212.683' Sewing N SD°01'23.9" E
DRIS113 N 4TS544.032 E 12659T2.179
Distance I28.202' Sewing N 81'22'41.9` 1
O1tS261 N 415563.235 E 1265845.525
Distance 298A88' Swing H 81"22'41.9' 1
ORMIII N 47560TAS2 E 1265550.410
Distanxx 153.SI0' Bowing N 81°41'54.4' 1
DPIMIS9 H 475630.175 E 1265398.310
Dlstcrce 168.4T6' Sewing S 23'34'14.0' 1
DPR1158 N 475MJ55 E 1265330.940
Distance 444.415- Swing S 39'10'09.7' 1
DT147 N 4TS131.208 E 1265050.241
Distan Ds 251.550- BemTng N 5T'33*%.0' 1
DRM112 N 4T5141.917 E 12647M.919
Distance 112.365' Bearing S 1'02114.9` E
DPR1122 N 4T5029.567 E 1264800.954
Distance 97.742' Searing N 88°3T'20.2" E
DPRI241 N 47503I.917 E 1264898,66T
Distance 95,116' Swing S 4'O6'S2.9` 1
CIR'7E ENNT6
FEE wnuc; L;enicr astatlan:ProieC4s=tlfi_Y5590821 ^d554a4TS.tl4n �nttn ID ertar ogre: 05-NOV-2001 09:I7
CONTINED FROM PREYIOUS COLUMN
CLIK ENN26
PC N 4T493T.047 E 1264891342
CC N 474355.349 E 1265604.872
PI N 474SM257 E 1264843.065
TAN 77.162'
09 S 39'I2.28,6' 1
DA S 29°37'1T,6' 1
LCtxna Dista 753.T84' Swing S 34'24°53.1' R
Eztwml Distane 3.229
Radim 920.208'
DEG 6'33.35.0-
DELTA
LENGTH 153.964'
PT N 4745IM80 E 1264804.92T
(VANE ENVT6
Distance 380MV Bearing S 1°02'A4.9' E
MOM N 474430.030 E 1264811.811
Distance 186.711' Deming S 3`22'41.9- E
DPIEUG N 474243.643 E 1264822.814
TEIFWNART INTEREST 10
.Feature ENV
.................................................
DRM811 N 476405.353 E 1266081.263
Distance 132.6291 Rea-ing S 88°52'24.0' E
DP MI N 476402.745 E 1266213.66T
Distaste 329.9911 Bowing N 53°30'20.9' 1
DTI24 N 476599.009 E 1265948.STS
Distance 15400- Bewtng N 36'29'39.1- E
D7125 N 476611.068 E 1265951.496
Distarce 351.13T' Hewing 5 53'30'20.9' E
07126 N 476402.236 E 1266239.7I6
Distance 25.915, Sewing N 86`52'24.0' 1
DPR"I N 4T6402.745 E 1266213.86T
TELPORARY INTEREST I1
Feature ENV
...............................................
WWII N 476405.353 E 1266081.263
Distance 574ATT' Semdtg S 50'3749.3' E
TI M144 N 416040.69T E 1266525.683
Distance 9.842- BewIng S 2°53.13.0- E
OT129 N 476030.86T E 1266526.1T9
Distaff MAW BewIng S 17"49%.6' 1
D7128 H 475963.118 E 1266212.718
Distance 9.843' BewIng N 2.00.16.6- E
DPM229 H 475972.954 E 1466213,1I2
Dislonm 319AIS' Bearing N 7746.16.4' E
OMS144 N 476040.697 E 1266525.683
TRAVERSE 21
.....................................................
IRR8848 N 468755.910 E 1260363.695
Distance 1324.360' Scaring S 2.23'34.0' 1
OM8041 N 46T432.704 E 126080SA04
Distance 1307.307' 9eming H 85°33.35.0- 1
09"057 N 46T465.563 E 1259501.510
Distance iTS.307' Sewing N 88'3I'35.0' 1
CURVE DPR12
PC N 4ST469.970 E 1259326.258
CC N 471428479 E 12552M459
PI N 467682.304 E 1259530.932
TAN 2S4.S50'
D8 N 43'56400.7` E
DA N 38'01.00.8' E
LCPard Distance $83.914,
Extsnnal Distance T.614
Raatus 5705.500'
DEG 2*00,15.2'
DELTA-5'54'59.8"
LENGTH 589.176'
Sewing N 40'58.30.8` E
PT N 467914496 E 1259712.428
ELM DPR12
Distance 21.893' B wirg S 51"58.59.2" E
DMI5 N 467901.112 E 1259729.676
Distance 491.694- Swing S 27'38'53.4' 1
DRM057 N 467465.563 E 1259501.510
TOPORARY INTEREST 14
Fita.....w..•...................•.........................
DRM849 N 476NB.733 E 1T71544.826
Distance 396.688' D wIng S 0'I8.39.3" E
PRLI44 N 415812.050 E 12TI546.9TS
Distance 32.530' Bowing S 89'20131.6' 1
OT133 N 475811.GT7 E 12TIS14.451
Distance 32.470' &wing S 89.20.31 A- /
DT132 N AT5811.304 C 1271482.983
Distance 230.000' BewNq N 0.40.11.3' 1
OT136 N 476041.288 E 1271479a94
Distant 3I.470' Sewing H 89"20131.6' E
D7135 N 4T6041.661 E 1271511.762
Distance 1T0.312' Sewing N 11°I1'me E
DRM849 N 476208.733 E 1211544.826
TEMPORARY INTEREST 19
..........................................e.
OMM10 N 476351.857 E 1265801.441
Distance 98.425' Bearing H 2°02'42.0' E
WM3 N 4TS45M19 E 1268SO4,953
Dlstaeae 650.006' &wing 5 82'25"06.4' 1
O'R/42 N 476364.459 E 1268160.630
Distance 105.679° Bening N 88°52.24.0. 1
OT119 AT 476366,537 E 1268054,912
Distance 157.180' Beming H 62'25'06.4' E
DT120 N 476466.437 E 1268M.537
Distance 16.223' Sewing S 2'02'42.0' R
DFRW93 N 41645M19 E 1268504.953
7E"ARY INTEREST 12
Featwe ENV
DRIP8807 N 471351.075 E 1260976.025
Distance, 32.554- Bew'inq S 2°2T'00.5- R
ENYTIO N 471348.554 E 1260974A33
Distance 822.012- &wing S SB'21'38.4- E
OR18321 N 471322.645 E 2261796.236
Distance iSM40' Bow ing S T6'19'44.4- E
DR18230 N 471286.739 E 2261945.718 T -99994.ODO
Distance 101.251- Sewing S 4349.52.2` E
Culm DR18IS
PC N 411213.248 E 1262015.838
CC N 4T1073.883 E IMIS70.665
PI N 471152.203 E 1262074.437
TAN BMW
08 5 43"49'52.2- E
DA S 14646.5" ■
LChmd Distan I56,001
External Distance MOSS
Radius 701.238'
LEG 28°28'3T.9`
DELTA 45'36.38.T'
LENGTH 160.197'
P7 N 473067.634 E 1262071,809
CLRYE OM818
Distance ]22.333- BCwIng S 1'53'3T.0" 1
0717 N 410945.36T E 126206%T67
Dist ace 131.233' Seining N 881OB'42.0' I
DTIR N 4T0949.616 E 126193L602
Distance 49.213' Hewing N 1'21'15.9` E
DT19 N 470998414 E 126193T.765
Distance 133.298' Bearing N 88'08°42.0' 1
DITTO N 411003.129 E 1261804.537
Distance 316,404' Sawing N 26-30101A' E
DRM230 H 4T2286.289 E 1261945.718
CONSTRUCTION PROJECT NUMBERSTATE R/W �.
PROJECTUMBER...i.
WISOOT/CAODS SHEET TO
TEWORIJIT INTEREST 13
Featwe ENY
OOT N sa41sE e6f6•BW 1381.O761260976025
Dista 32.SS4' Bewing S 2°21°00.5- W
EWTIO N 471348SS4 E 1260974.633
Distance 822.012' &wing S 68°2P38.4' E
OM321 N 471322A41 E 1261156.236
Disttm;.e 153.840' Bewiiq S 76'19'44.4- E
DM230 N 471286,205 E 1261945.718
Distr 101.251' Be Ing S 43°49'52.2` E
CLRYE DR8818
PC N 471213.249 E 1762015.638
CC N 471073.BB3 E 12618T0.668
PI N 471152.208 E 1262074.43T
TAN $4.615,
DO S 43-49'52.2` E
DA S 1°46'46.5- W
LCrcrtl Disfa 156.D01'
Exterml Discrete IT.D65
Rakes 2OL238'
DEC 28-28'1T.S'
DELTA 4S-36°38.T'
LENGTH 160.197'
Beariaq S 21'01'32.6' E.
PT N 411067.634 E 1267071.809
STEM DRW836
Distame
286.374' 6e Ing
S 1-46'46.5- W
w
0T16 N
470781398 E
1262062.916
Diatrme
259.329' Bea'iaq
S 89-43°04.8- W
D715 N
470780an E
1261SOLS90
Distw a
9L425' Be q
S 1°46'46.5" W
OT14 N
4TO681.744 E
1261800.533
'
Dist Omit
130.135' S aIr.9
S 73°42'26.4- W
DT13 N
47D645.236 E
1261675.674
„
DIVt a
164.042' Sewing
S 1°46'46.5- W
0112 N
470481.273 E
12616TO430
.;
Distw
393.700' Bea'ing
S 74°45'14,5" E
0711 H
470377.745 E
1262050374
Distame
403.848- B' Imq
N 1-46'46.5- E
0716 N
47DT62.398 E
1262062316
a
TRAVERSE 7
..................................................
DRWBEDT N 4TI38LOT8 E 1260176.025
Distr a 32.554' Beoring S 2-27.00.5" W
ENYTIO N 471348.554 E 1760974.633
Dist ara BUM?' Scaring S 88.31'38.4' E
DRW6321 N 411322.648 E 1261796.236
vista 71.126' Boa-irg N 20'04'46„1- W
DPRW69 N 471389.451 E 126177L81T
Dlsta 748.337° Btwang N 28'15'46.0` E
DPRWS6 H 472O484TS E 126msa67
Disler 52.DO0- Se Ing N 61°44'14,0• W
DPM7 N 472W72.724 E 1262081.247
Dista a 426.508' Bewing N 28-15'46.0- E
MR158 N 472448.38T E 1%22 aos
Dist mce 093.414' Baying N 52'37'06,6' E
DPRW65 N 473003.102 E 1262983.547
Distaste 120.6IS' Bea Ing S 61°44144' E
t,W-M4 N 472945,394 E 1263089.959
Distant 820.206' Bewang S 26°I546.0- W
DPRW62 N 472223.46T E 1262TO1.57T
Dista 145.414' Sewing N 61-44'24.0' W
WM63 N 4T2292.323 E 1262S73.499
Dista 329.585' New Ing M61'Wl4.0'W
DPM 8 N 472448.357 C 1262283.205
REWSON DATE
3-10-99 RC, 7-6-00 N.C.
6-30-99 n-5-0N M.C.
8-5-99
TRAVERSE 20
..............................a............I....................
MIS548 N 468755.920 E 1260863.695
vista t 402.065' Sewing N 86°36'48.0- R
TAR53 N 468165.639 E 1260461.748
Distu 723.474' Bea'Ing S 43-51'00.7- W
OMIT N 468243.903 E 1259960.543
013ta 18.313' Bew'ing N 56"07,16,1- W
CURVE: Will
PC N 468254.111 E 12$9945.339
CC N 4T2010.836 E 1254345.632
PI N 466564.604 E 126016T.060
TAN 397.976`
DS N 33°51'24.6' E
04 N 27°06.05.5• E
LClkro Dist 794.570' Bowing N 30-28°45.o- E
Est4rml Dlstasce 11,734
Roaiw 6743.123'
DEG 0"SO°S8,9'
DELTA •6.45'29.%"
LENGTH T95.032'
PT M 468938.803 E 1260348.365
CURVE Well
Distome 360.808' Se Ing N 26°46.19.2` E
NMIST N 469261.015 E 1260510.888
DistatcW 790.930' Bea'Itg N 1°I7°04.9' E
DPRW24 N 470051.746 E 126OS28„621
vista 200.881- Bewing N el'fl8°OS.A' W
DPRW29 N 410082.126 E 1260330.051
Disfa 506.559' Hewing 5 O'22'OL4" E
WRW2B N 469573.541 E 1260331,829
Distaste 25.000' Bewing S 68-54.13.3- W
WIVE DpR"
PC N 469573.062 E 1260306.834
CC N 469560.295 E 1259641.407
PI N 469511.244 E 1260309 020
TAN SLOW
DR S 1'05°57.01 E
DA S 9-30'57.7• W
LClgno Dislr 123.130' 8ewing S 4-12'30.4- W
Est0mal Distace 2.866
Radios 665.550'
DEG 8-36'31.6-
DELTA 10-36'54.T`
LENGTH 123.306-
PT N 469450.264 E 1260297.798
CURVE DES"
Dista 80.000° Sawing S 9°30'57.8` W
7R1149 N 469371365 E 12607MV2
vista 190.000' Bewing N 80-29102.3' W
N TI50 N 4694D2.777 E 1260097.187
Dlstage MOW Sewing N 9130'57,6' E
CUM WMS
PC N 469481,676 E 1260110.413
CC N 469560.295 E 1259641.407
PI H 469525.247 E 1260117.717
TAN 44.179'
DO N 9-30'5%7- E
DA N I'OS'5T,O' W
LCTWO Disfa 81.979' 8ewirq N 4'l2'30,4- E
Exterml Dlsta a 2.041
Rodiw 475.550'
DEG 12'02'53.9"
DELTA •10-36'54.7"
LENGTH 86.105'
PT N 469569.426 E 1760116.869
CU:YE OP Mi
Distrme 420.417' 8swing N 1-05,56.9, W
WM39 N 469989,J57 E 1260108.80S
Distare 133.820' Be Ing N 37°39'03.1" W
ENYT4 N 470095,709 E 1260027.061
Distame 893.214' Bewl-9 S 68°I5'24.6' E
OR"048 N 470069.494 E IZ60919.860
Distace 1313.786' Bewing S 2-2T'00.6` W
DF=848 N 468755.920 E 1260863.695
mj
TUFMARf ...................................................................
DRf6848 N 4687S5.910 E 1260863,695
Distame 402.06S' Bewirg X BB°36'48.0' W
TAKS3 N 468765.639 E 1260463,748
Dista 723.474' Bea'Ing S 43-S1'00,7- W
OPM T N 468243.903 E 125996OM3
Dlstmte 16.313' Bew1.9 N 56°07'16.1' W
PRW156 N 46BZ54AII E 1259945.339
Distr 99.645' Bering N 33'26'0tl,6' E
T120 N 468337.26B E 1260000.241
Dista 30.027' Bewlatg N 32°52'ST.4' E
T122 N 460362.476 E 1260016.538
Diatom' 322.108' Bew'/ng N 53-23'42.6' W
T123 N 468554.546 E 1259757.960
Dista 2SL432' Bewim N 43-04'32.0` W
TITS N 469765.232 E 1259M X2
Distomt 38-292' Bo ig H 28'31'48.3' W
T127 N 46BT98.874 E 1259542.683
Distomit 41.069° Baa'In0 N 48°01'23.0" W
7128 M 468826.342 E 1259512.152
Distmca 45.526' 8® Ing N TO°50'19.4- W
TT29 N 463841.285 E 1259469.148
Dista mt 86.462' BewIng N 12°42'46.2` W
T135 N 468925.627 E 1259450.120
Distaste 35.941' &wing N EI°%T'39,5` E
T139 N 468960.872 E 1259457.159
Distort' 165354' 8ew1r9 N 56-45'13.8' E
1135 N 469051.525 E 1259595.448
Disfa 92.796' ENWi.g S 83'27'40.8" E
T136 N 469040.958 E 1259691.640
Disto u 600.401' Dsaring N 54'3O.443' E
T137 N 469389.508 E I260116.511
Distrxa 60.4261 Dewing N 80-30°14.4- W
W1150 N 469402.277 E 12GD09T.187
Dist mta MOOD' Bea Ing N 9'30'57.8" E
CUM OPR16
PC N 469481376 E 1260110.413
CC N 469560.295 E 1259641.407,
PI N 469525.247 E 126011%717
TAN 44.179°
DB N 9°30'57.T' E
DA N I°OS'5T.O- W
Lcwd Dista a 87.979' Sewing N 4-1210.4^ E
Estwml Distmce 2,048
Rod! us 475.550'
DEG 12'D2'SL9"
DELTA •10.36'54.7'
LENGTH 88.105'
PT N 469569.418 E 1260116.869
C1RYE DPM
Distaxe 150.000' Sewing N 1'05'S6.9" W
N VIS3 N 469T19.390 E 1260113.992
Distmeit 154.514° Bees Ing S 37-24'58.2' W
N1153 N 469596.621 E 1260020,073
Distant 251.463' Stowing S 1'58'444' E
1RW152 N 469345.301 E 126002L 757
Dista mt 457.113' B a iag S 54.29°33.8- W
7134 N 469079.614 E 1259656.648
D3atomit 82,2T4' Bewing N 72-19'o0.9- W
7133 H 469104.805 E 12595T8,261
Dastmct 42.959' Bewing S 58'24'54.4- W
7132 N 469082.284 E It54541.632
Distance 150.725° BewiW S 42'W213- W
T131 N 468971.287 E 1259439All
Distmco 39.18T' &wing S 21'264L4" W
1130 N 468934,772 E 1259425.441
Dist ome 171.763' Bea' Ing S 12°4814.7" E
T126 N 468767,284 E 1259463.523
Distance 55,924' During S 86'25'S2.8' E
T124 N 468763.803 E 1259519.339
Dixtome 313.672' Se Ing S 43'2O'53„4" E
T122 N 46853M66 E 1259738.035
Dasfa 326.607' &wing S 53-23'CT.3' E
TI20 N 46833T.266 E 1260D00.241
HWY: S.T.H.64
M 'W
TRAV RSE 3
Featwe ENV
............................................
DRW860T N 471381.078 E 1260976.025
Dlsfa 32„554' Dewing S 2'2T'00.5' W
ENYTIO N 471348.SS4 E 1260974.633
Distome 12 IMI' Sewing S 2°27'005- W
O M8046 N 4T0068.494 E 1260919.860
Distaaca 693.214° Bewing N 88'15'14.6" W
ERVT4 M 4T0095.709 E 126002T,06I
DistM 233.478' Sewing N 37.39°03.1- W
DPRW42 N 4TO280.564 E 1259884.442
Distrn 271.T44' Bcmiiq N BS'3340.6` W
ENYT6 N 4T0301.595 E 1259613.513
Dist mce 235.170' 8earing N 2-35'19.9' E
ENVT7 N 470536.583 E 1259622.T66
Dlsto ma 149.470' Be Irig S 8S°33'40.6' E
DM47 N 470525.015 E 1259772.T89
Distmce 327.953' Be ing 5 74'07'46.7` E
WM49 N 47043S.333 E 126DOBT.242
Distance 652.498' 8ewlrg N 70'50'13.3' E
CLRVE DPRWB
PC N 47D649419 E 1260703.584
CC N 4TOT88.815 E 1260655.177
PI N 470682.408 E 126OT98.226
TAN 100.193°
08 N TO'50„333- E
DA N 2°27'01.4- E
LCtwa Dasta 165.749' Sewing N 36-3B'37.3' E
Extwml Ddstmce 30.81T
RMWs 14T.467'
CEG 38°52RI.S"
DELTA-60°2311.9'
LENGTH 376„012'
PT N 470782.510 E 1260802509
CURVE DPRW6
Dista 35.000' Bewing S ST-32'55.1" E
WM27 N 470T61.013 E 1260837.477
Distome 571.618' Dewing N 2-2T'D33' E
DPRW23 N 471352.308 E 1260861.922
Dlstaxe 112.767' Bewing S 88'11'38.4' E
EMYTIO N 471346554 E 1260974.633
CHAIN MIS
....................a.....................a........
DR" SOT M 4T7381.078 E 1260976.025
Distattt 32.554' Tlewing S 2-27'00.5' W
ENYTIO N 471348.554 E IZ6097C633
Dlstmce 822.012' Bewing S 88'12'38.4' E
IRW8321 N 471322.648 E 1261796.236
Distreta 71.126' 8e irg N 20'OV46.I' W
WM69 N 471389.451 E 1261171.817
Distaste 748.337° &'wino N 20'15'46.0- E
OPM6 M 4T2048.575 E 1262126.16T
Distr SI.000' Bewing N 6144'14,0- W
Wl6T N 4T2072.724 E 1262081.247
Distome 426.505' Beo-irg N 28°15'46.0- E
DPR56 N 472448.38T E 1262283.20S
District 40.000' &wing M 61-44'14.0' W
DFM9 N 41246T32T E 1262247„974
Distace 1312.333' Sewing N 28-15°46,0" E
DPRr-O N 473623.211 E 1262369,385
vista 105.000' Bewing N 61'44140' W
CPRW62 N 473672.930 E 1262TT6.903
Distame, T21.T83' 8ewi V N 28'15'46.0' E
WM66 N 474308 A66 E 1263118.619
Distate 227.597' Bea-Ing N 51'29'58.4' W
ORRIS? N 474430.955 E 1262926..726
vista 148.000' Bewing N 34-24'08.3' E
OPFM 55 N 4T4553.068 E 1263010346
vista a T22.126' Sewing S 68°44'08.3' E
DMB505 N 474291.174 E 1263683,303
Dlsta a 419afiG' &wing S 18°37122.5' W
DR"245 N 473893.961 E 1263549,454
Dist mte 3112.142' Dewing S 34°17115.5- W
DRW6322 N 471322.648 E 1261196.236
PROJECTSTATE R/W NUMBER1559-08-21
y
FEE "WE C':=mic*'astafian_Prajects: tlfi_15S9D02dt1554o4I8.tlgrr SHEET 17
110, anre;. 05-NOV-2001 09:17
aet nave v
e
13
c�
Featwo ENV
DM807 N 471381,OTB E 1260976.025
Distax;e 32354' sewing S 2°27'00.5' 1
ENVTIG N 471343.554 E 12609T4.633
Dista 32,236' Dewing S 88"11.38.4' E
ORHO M 471347.538 E 1261006.653
Distw 753.T27' Deming S 2'27.01.5' 1
DPR131 H 4TO594.SDO E 1260974.629
013taxx 106.446' sewing S 79'01.56.2' E
CLRVE ENV74
PC N 470574.248 E 1263D79.130
CC N 4T1416.OT6 E 1260511 all
PI N 410690.611 E 1261251.616
TAN 206.067'
DB H 55'59'43.3' E
DA N 32'50'I2,1' E
LCtWO Dist age 407.665' Dewing H 44-24.51.7- E
E.fe ml Distarxe 21.09T
Rodin 1015.484-
DEG 5'38'32.0'
DELTA-23'09'31.2'
LENGTH 410.453'
PT N 4T0665.434 E 1261364.440
CURVE: ENVT4
Dista 15.000' Sewing N 57'10.05,8' 1
DPR137 N 47087I.566 E 1261351.836
Dist ace 441.518- BewIng M 32'50'3Z.1` E
DPMG N 4T1244.536 E 1261591.247
Dlsface IOT.791' Bewing N 36-32'44.5" 1
DPMS N 47133"135 E 126152T.M
Distace 269.308' Bewirg S 88°11'38.4- E
DR18321 N 471322.648 E 1261T96.236
Dista a 6fi3.28D' sewing S 13'25'48.5` 1
DFM4 N 4106T7.506 E 1261642.183
DISTa a 303.423' Bewlng S 12"31'20.5" 1
DP"33 N 470381.301 E 12615T6.395
Distace 481432' Oe Ing S 8'43'44„7` E.
DPMI N 469905.34T E 1261649.473
Dist ace 121.255' Bewitg S 55.16-ST.2` E
DR130 H 469836.289 E 1261T49.141
Dist 230.323' Sewing S T5'0313.8' E
DPRV32 N 469TT6.907 E 1261971.678
Dista 270.ODO' Bewing N 1°46'46.5- E
DE18243 N 469946.825 E 1261976.957
Dlsfm MGM' Bewing S 68'13'13.S' E
"244 N 469944.434 E 1262053.920
Dista 916.450' Bewing S I"46'46.T- 1
DER822 N 469028.426 E 1262025,459
Dtsta a 11.073' BewUg H 68°16.19.8` 1
O'R110 N 469028.941 E 1262008.394
Distance 277.864' Bea'ing H I5'S3'S8.5' 1
ORR" N 463296.174 E. 1261932.273
Distance 284.434' Bew irq N 4343'25.8` 1
DPR18 N 469501.TZ9 E 126173MI'T
Distance 243.93Z' SewiN N 88"34'00.0" 1
OPR17 N 469SOMM E 2261491.522
Dist age 586.761' Bewing S"63°55'13.8" 1
ORRIS N 469249.879 E 1260964.80Z
Dist ace 127.764- Be OR S 41'09.26.8- 4
ENYTS N 469153.695 E 1260880.736
Dist ace 2196.87T' &wing H 2.27'00.5- E
REWSON DATE
3-10-99 N.C. 7-6-00 N.C.
6-30-99 0-5-OMX.
n-5-99
TRAVERSE 5
Fmtwo ENV
r...uasao.......e...r......................r
DR11501 N 471381.OT8 E 12609T6.025
Dksta 1313,785' Bewing S 2-27,00.5, 1
OR10048 H 4700M494 E 1260919.660
Dlsta 1314462' Ewing H 88°1514.6- 1
DR185T4 H 47010O.SAG E 1259605.909
Dista 193.199' BewIng N 2"15'I9,9' E
ENVT6 N 470301.595 E 1259613.513
DistatCe Z19.958' Be 1n; N 85'33.40 6` 1
CLRYE DPR11Z
PC N 470319.618 E 1259394,ZI4
CC N 469307.581 E 1259315.732
PI N 470336.022 E 1259170.020
IAN 224.068'
D8 H 85-33'40.6' 1
DA S 69'25'S9.O' 9
LCnwd Distance 439.OTZ
Extewml Dista 24.633
Roam 1014.079-
DEG 5'39'00.1'
DELTA-25'00'20„4'
LENGTH 442.576'
PT N 4TO257„025 E 1258959„484
CUM DM12
Disto-se 323.086' Bewing S 69-25159.0' 1
CURVE OM13
PC N 4TO143,524 E 1258656.991
CC N 471252.133 E 1256241.022
PI N 47DO61.533 E 1258438.4T4
TAN 233.392'
D8 S 69'2510.0` 1
DA N 88'IS'S%0' 1
LOWd Distmg8 457.973, Bening S 80'35101.0" 1
Extwml DWs a ZZ.783
RWI6 fl184 M-
DEG 4.50'19.9'
DELTA 22-18.04.0"
LENGTH 460.07T'
PT N 470068.596 E 1258205.189
CURVE DPRIN3
Dista 511.454' Bewing N 82-19.52.1" 1
DP8143 N 470136MR E 1257698.309
Dlstace 2T9.970' Bewing S 68.0T'4%.9' E
CURVE ENY75
PC N 470T27.712 E 12519T8.130
CC N 410448.533 E 1251988.605
PI N 47011T.281 E 125M%A10
TAN 319.450'
DB S 00'07'47.9' E
DA N 2°00'44.8` E
LCWd Distace 452.857° Bearing N 4T'D0'M5' E
Este l Distace 131.5%
RMIm 320391'
DEC WWS8,7'
DELTA-89°43'27.3`
LENGTH 50Z.667'
PT N 470436,514 E 1258309.371
aim ENVTS
Distace 98.425' 8ewIng S 2"OB'44 A* 1
D R144 N 4TO33LISS E 1258305486
Distace 134.769' Bewlrq S 50°20.04.5' E
O'R1S4 N 4TO252.135 E 1258409.429
Dlstage 0.000' Bea'ing N 0'00'00.0' E
CURVE DPR114
PC N 470252.135 E 1258409.4Z9
CC N 4T1252.133 E 1258241422
PI N 470268362 E 125850S.78S
TAN 97„t13'
D8 H 80'26'26.4' E
DA N 69'25'59.0' E
LOWd Disfe a 194.525' B wInq N 74"5612.7' E
Extmgl Dl OMO 4.697
Rolius 1014.OT9'
DEC 5-39100.1-
DELTA •11'00'27.4'
LENGTH 194324'
PT N 470302.689 E 1258597 aIO
CURVE DPR114
Dista 323485' Bewing N 69-25'59.0' E
DPRW45 N 470416.189 E 1258899.42
Dl staxe 30.000' sewing N 20'33'52.6' 1
4my
CONTINUED FROM IvIONS COLL41N
CURVE UPRIUS
PC N 4TO444„27T E 1258099.724
CC N 46930T.581 E 125931S.T32
PT N 4T0538„854 E 1259141.282
TAN 265.218'
DE M 69'ZS'59.0" E
DA S 85°33.40.6' E
LCnwd Dlstonea 525,667'
External 1131a a 29.491
Rwlim 121LO79'
DEG 4'43'09.4"
DELTA 2S'00'20.4'
LENGTH 5Z9.062'
PT N 47M18.019 E 1259409.693
CURVE O'R115
Distmee 35.000' Beoring H 4.26'24.1' E
DPRE46 N 4TO552.913 E 1259412.402
013taxa 210,999' Dewing S 85'33'40.G' E
ENVTT H 470536.583 E 1259622.768
Diston a 235.1T0' Bewing 5 Y°35'19.9' 1
ENVTG N 4703O3.595 E 1259613413
18
Betrog N 81156'09.2' E
.............•.....................................r.
DR"852 N 4740IS„502 E 126I092.6IT
Distace 1822.448' 8swlrg S 87-08.404- E ,
ENYT12 N 4T3925JIS E 1262912.602
Dist mee 434.T03' Bewlrq N 28'I5146.0' E
DPR166 N 474308.666 E 1263IM679
Dist Z2%59T- 86wIng N 57'29150.4. 1
DPMT N 474430.955 E 1262926.T26
Di3tmc4 314.999' Bewing N 34.24'00.3' E
DPM3 N 474690,858 E 1263104.TO1
D;stonce 108.470' Sewing S 53°45'20.6" E
DPW N 474626.728 E 1263192.103
Dista 569.154° EkwI g N 28"15.46.0- E
CURVE DPRi17
PC N 475127.149 E 1263461 a13
CC N 473852.231 E 1265632.651
PI N 475682.979 E 1263T60.031
TM 631.062-
CO N 28'15'46.0' E
DA N 54'38'41.3` E
LCIwd Distace 1228.823- Sewing N 41.27.13.7` E
External Dista a 7Z.966
RW!w 2692„449'
DEG 2'OT-40.9'
DELTA 26"22.55a-
LENGTN 1239.746'
PT N 476048.139 E 12642T4.113
CURVE DPR11T
Distace 0.000' Deming N 54°26.53.6" E
CURVE DPRRO
PC N 4TG041A39 E 12642T4.733
CC N AT6553.969 E 1263915.833
PI H 416121„653 E 1264378.329
TAN 127,045'
DE N 54°38'41,2" E
DA H 31.2910.4^ E
LChmd Dtstmae 248,922' Bedr'ing N 43104.05.8" E
Exte mt Distace 12.0T1
Radius 620.209'
DEG 9'14.17.3'
DELTA =23-09'IM'
LENGTH 250.624'
PT N 476229,987 E 1264444.694
CURVE DPMO
Distaax MOW Bewing 5 58'30'29.6' E
CURVE DPRs21
PC N 416190,809 E 126450L64S
CC H 476553,969 E 1263915.833
PI H 476340.661 E 1264600.448
HWY: S.T.H.64
PT N
MOMEMMERNIM
TUN 17SMS,
CR N 3I'29'30.4' E
DA N 3°07'10.4' E
LChwd Dist ace 340.T53'
Externol Distance ZI.867
Radius 695.709,
DEC 0-14'2M'
DELTA •Zg'Z2'ZDA*
LENGTH 344.260'
476516.136 E 3264610.012
Be Ing N 17.18'20.4- E
CONTINUED FROM PREVIOUS COLUMN
CURVE OPRI21
Dist oxo 7S.000- Bew ing S 86-52'47.3- E
DPRI103 N 476512,054 E 1264684MO
Distace 46%,673' Bewing N 3'07110.4' E '
DPRVIGA N 476979.034 E 1264110.351
Dista 100.000' Bewirg S 86'52'49,6' E
DMI06 N 476973.592 E. 1264630„202
Dista 341.897' 8eming S 3"0T'10.4' I
O'R1105 N 4T6625.212 E 1264791.216
Dlsta 154404' Bea'ing S 29"40124,1" E
Clam DPM2
PC N 416491.404 E 126486T.456
CC N 4766T3.832 E 1264894.657
PI H 4764T4A65 E 1264978.485
TIN 112.284-
D8 5 81'25'35.6' E
DA N 35'21'35.4' E
LChw d Dista 191.257' Bew og N 66'S7'S9,9" E.
Exte l Dlsta 31.T80
Radius IMOT'
DEG 31'24'02.4'
DELTA •63"12'49.1'
LENGTH 201„313'
PT N 4T6566.237 E 1265043.465
CURVE DPRt'A`2
Dist axc 26.210' Swig S 54°3912,1" E
ORi112 N 476551,069 E 1265064.840
Dlsta a 235.969' Bewing S 21"16.48.2` 1
DIMIOT N 4i6331.189 E 1264919.2OO
Dlsta 2880,611' &awing S 32°25130.8' 1
EMVT14 N 473899.688 E 1263434,622
Dist 522.468- Sewing H 8T°08'40.5- 1
ENYT12 N 413925.715 E 1262912.802
TELPORART ..........:............e.........r...r.............................
DM808 N 4T3768.882 E 12660ST.166
Dlsta s 1244.590' Bewing N 0T'0840,5' 1
ON8511 H 473830.882 E 1264814,122
Distace 1%33.209' Bewdng N I'Wll1 2" /
P8-I24 N 475563.201 E 12647564T9
Distance T6.987' Beweng M 23-59141.2` E
DPR1126 N 4TS633.535 E 1264789.88S
Dlsla a MISS' Sewing H 71'IT:17,2' E
T119 H 475656.238 E 1Z64856.913
Disto a 156.48Z' sewing S 1"02114.9' E
III$ N 475449.T81 E 1264859.746
Dist 200.000' Dowing S 88°ST'38.5' 1
7117 N 4TS436.151 E 126465MO0
0151a a 55.6TO' BewIg N 1"02'24.7' 1
D7140 N 415551.814 E 1264658.769
Distace 256.064- BewIng S 49°13'02,4- 1
DT221 H 4TS304443 E 1264464.865
Dastaue 95,T22- Beau N 32"36.453" E
DFR1124 N 4T5465.172 E 1264516.454
Dlstanca 271.459- BewIng N 4949'45.1' E
DPR1125 H 475640„282 E 2264723.883
Distace 04430' Bowing S 24'13'59,2' E
PM 124 N 475563.201 E 1264T58.579
PROJECTSTATE R/W
NUMBER
♦L s" •:
.r r• r
ME "a"AL; t.: snicrostotion:Prpjocts-dG_F5590821'1559g416.dgn SHEET IS
etor 0.rc: 05-NOV-2001 09117
wp DATL :
TRAVERSE 12
swe
:::..............................................
ORMISS N 473768.882 E 1266057 a66
Dicta 1244490' EW04 N 87'0840,5' t
DRMSIl M 413830.582 E 1264814.122
Distace 202,T04' BewIng N 5'59'27.9• E
DR182ST N 414032.479 E IMS35.2T9
Mstase 211.532' &Virg N 3.22'41.9- t
DPFNlI?Q N 474243.643 E 1264827.614
Distace 1T.046° Swing N 06`38143.6" E
DMIIB N 414244.641 E 1264839,831
Distaxe 65,753' Bewinq N 3°21'16.4- t
CURVE DPM4
PC N 4T4310.281 E 1264835.983
CC N 4T4355.349 E 1265604.872
PI N 4T4609.T68 E 1264818.429
TAN SMOOT'
DR N 3'2r I6.5' t
DA H 39'12'28.6` E
LOVrd Distance 559.089' Bening M PT°SS°36,1" E
ExtwMl DistarxTe 56.364
Rodius 770.208'
., DEG 7'26'20.4"
�-, DELTA 4233'45.0'
LENGTH 572.154'
PT N 474842.226 E 1265008.O71
.; CIRYE OPRI24
0istaxa 168.840' 8a'ir9 N 39'12'28.7' E
MOVE DPIMS
PC N 4749T3.053 E 1265114.900
» CC N 475132,490 E 2265200.971
PI N 474884.935 E 126527T.840
D^ TAN 185.328-
'�'^ DR S 61-3617.0- E
DA N 2T'06'34.7• E
LCWd Dista+c0 259,150' Rtging N 72-44.58.8® E
'. Exterebl DisfaKe 77.981
Rsdlus 181.233'
DEG 31"36'51.8"
G DELTA-91"16"46.4'
LENGTH I88.730-
'^ PT N 479049.903 E 3265362.293
CURVE DPRT25
Distance 451.568' Bowing N 27-06,34.9` E
r CURVE DPRR6
- PC N 475451.860 E 1265568.070
S' CC N 475362.515 E 1265742.593
PI N 475575.904 E. 1265631.574
TAN 139.355,
M M 27'06'34.9' E
DA S 82'04'56,6` E
n LCnard Div22T.I73' Sew Ing N 62-30.49.2` E
+ Exferml Distance 44.479
n Radius 196.063'
."t DEG 29-13'23.5'
ti DELTA TO'48°28.4'
LENGTH 242300'
Pv PT N 475556.T08 E 1265769.600
91=mmK?:N73s'k"- V
ry
Distaxa
17.937' &wing
N 7.55'06,1' E
ta
DPRt121
N 4755T4.375
E 1265777.057
„1
DlsIcT=
377,090' Bening
N 81-30130.9` t
IPRIES9
N 415630.175
E 1265398.310
Distance
168.416' Hewing
5 23'34114.0- t
w
DPRt1S8
N 4754T5.755
E 1265330,940
Distance
202,443' Bearing
S 39"O7'23.4' t
O7134 N
475328.702 E
1265203.201
,y1
Dista
T9.188' Bearing
S 0.0315.2' t
Q
DMI57
N 475239.513
E 1265703.126
w
Distace
143.204' Ewing
5 39'12'28.T- t
C
OPRt156
N 475128.451
E 1265112.602
'g
03sta
313.96T' Becring
N 87.33136.0' t
DRM112
H 475141.91T
E 126479L919
Distarx
I32.368' &wing
S 1-02'14.9' E
N
DPRt122
N 475OMS&?
E 1264SM954
T4
Disfa
97.742' Bearing
N 88-37'20.2' E
R
OPRt141
N 415031,91T
E 1264895 AST
m
Distaics
95,116' &awing
S 4'06'52.9` t
`5
CONTIMEO O1 NEXT COL
LAIN
H
REMAIN DATE
sn
3-10-99 N.C,
7-6-00
N.C.
6-30-99
9-5-01N.C.
D-5-99
/xE NAue: L„_nicr as Tani an:Projects-d6_15590821�SSS9a418. dqn
CLRVE ENY76
PC N 4T4937.047 E 1264991.842
CC N 414355.349 E 1265604.872
PI N 474877.25T E 1264043.065
TAN I7.362'
DR S 39'I2'28.6" t
DA S 29'31-IT.6' t
LOwd Distaee 153.784'
External Distance 3.229
RMIa3 92D.208'
DEG 6.13'35.0'
DELTA
LENGTH 153.964'
Bm HAI S 34'24.53.1` t
PT H 474810.180 E 1264504,927
CURVE. ENYT6
Dista 380.212' Bearing S I'DS°14,9" E
DR13258 N 474430.030 E 1264811.011
Disfaxe 186.711' Bewirg 5 3'22'41.9- E
1MM120 N 414243,643 E MAMMA
TRAVERSE 16
FHttwa............e....•........... I .............
DR111810 N 476351.857 E 12688DI.441
Dl$tar a 111.941' &crag N 2'02'42.0' E
DPRM4 N 4T6463„T2T E 1268505.436
Dlslr g 216.IT5' Rem Ing N 82'01'45,3- E
CtRVE DPRI19
PC N 476493.703 E 1269019.522
CC N 46R227.261 E 127017L990
PI N 476559.107 E 1269486.622
TAN 471.656,
00 N 82"01.45.3" E
DA N 88'29.50.8` E
LChorO Distance 941.810' Beving N 85'15'48„1' E
Extertgl D3sta a 13.315
Rodlua 8347.083'
DEG 0-42°1I.1-
DELTA 6"28'05.4-
LENGTH 942.311-
PT N 416571.4T4 E 1269958.116
CURVE DtRO19
Dista 219.651' Belting N 88-29,50.7' E
DPRIMS N 476577.234 E 12701TT.69I
Dista 20.01T' &wiDg N 0.52.45.1® E
DPR196 N 476597.249 E 12TOI77.998
Distase 1235.98v Bo Ing N 08°29'50.7' E
IRR09T N 476629.659 E 127I413.553
Dlsta 160. 00' Ben ing N 1-30'09.3' e
CPM98 N 476789.603 E 1271409.358
Mstara 131.867' Sew Ing N 88-29-SM' E
ENYTI6 N 476793.061 E, 12%541.180
Disfa 444.992' Becriag S 0-21.26.9- E
EMYTIT N 476343.OTT E 1271543.956
Distace IT26.394' &aing S 88.21'52,7" IT
DPRI136 N 476290.809 E 1269818.265
Distace 328.083' Bowing N 0T'OO'48.8" t
DPRI135 N 416315.902 E I269490.627
Distance 259.062' Be Ing 5
O M134 N 476294.146 E 1269231.6TT
Distace SMOG' &cuing S 6-41'01.1' E
OM133 N 476244.486 E 1269237,497
Dlsta 390,T70' Beainq S 82-19"40.2" t
DPRt132 N 476197.316 E 1268850.225
Distage 30.000° Revinq N 7'58.14.7" t
DM131 N 476222.026 E 1268046.065
Mtito z 49.168' &vinqS 02'DI45.3` t
MTIS N 476215.205 E 1268197.372
Distax:e 136.709' Bowing N 1-4219.4" E
ORM810 N 476351.857 E 1268801,441
NOT TO SCALE
vLoT a.TE> 05-NOV-2001 09:17
TRAVERSE 10
Featare ENV
...a...eas.ea.............................ess.e
ORMt11 N 4d6405.353 E 129608I.263
Distace 514,677- &aug S 50-37°49.3" E
DM 144 N 416040,697 E 1266525.683
Dista 319.BI8' BOO'Ir9 S 77-46'16.4- t
DfMM129 N 4TSM354 E 1266213.122
Distance 45.932' Bearing S 2-DO'16.6" t
OPR8130 N 47592T.OSI E 1266211.SI5
O13ta 444.T34' Bts-ing S 13°21130.6- t
DARt125 N 475T99.68T E I26ST85.409
Distace 158.712' &sing S 9"03"09.9- t
CRM139 N 4T5642.893 E 1265T60.427
Disfarw 984.3T6' Bevjg N 81"22"41.9- t
D M263 N 4T5790.460 E 1264T87, 1T5
Distance 141.188' Bewin9 N 1"02'14.9- t
DRM259 N 4T5931.625 E 1264784,618
Distace 444.425' Bearing N 25.57'55.7- E
DM 107 N 476331,189 E I2649T9.200
Distm a 235.969, &a-Irq N 21'16'40.2- E
OPRt122 N 476551.069 E 1265064.840
Dista 496.669" &vlrg N 52-0048.9` E
DMI53 N 476856.756 E 1265456.293
Distaff 219.991' Be lnnq S 33-43'12.5- E
CUM "32
PC N 476673.77T E 126SST8.418
CC N 476472.2M E 1266774.859
PI M 416901.572 E 1265616.T83
TAN 231.D04'
08 N 9"33'36.0' E
DA N 31°07'10.4' E
LDwd Dlstas 453.855' Bea'1+g M 20'20'23.2' E
Exterml Distaste 21.E95
Radius 1213.292"
DEG 4-43'20,4"
DELTA 21'33'34.3'
LENGTH 456.543'
PT N 417099.332 E 1265736,171
CUM DMMl2
034tasb T51.342" Bearing N 52"41'44.3" E
PF120 N 471554.682 E 3266333,809
Distg a 51,174' Beg ir9 S 32'55'I3.5' E
OPRMO N 411511.726 E 1266361.621
Distaex 13.826' Bea'inq 5 32'55'13.5' E
DPRM9 N 477500.120 E 1266369.135
Distaga 218.053' B&w,ng 5 57.04.36.7- t
GtRYE DEENria
PC N 4T7381.588 E 1266186.076
CC N 476472.418 E 1266174,661
ITT N 4771ST.613 E 1265840. 107
TAN 412.140'
08 S 57-04'53.4- t
DA S 15'24'52.6' t
LOKK'd Distace 770.383' &wing S 36-14'53.0" t
Exterial Dist age 75.766
Radius 1003.062'
DEG S°17'M6'
DELTA-42-40.00.8'
LENGTH 18T.629-
PT N 476760.299 E 126ST30451
CURVE w"IS
Distace 601.191' Bev lnq S 53-30"20.9" E
DPRIMI N 47640MA5 E 1266213.86T
D2sfaKe 132.629' 8ea'ing N 80'52'24.0` t
ORMIII M 4764DS.353 E 1266081.263
HWY: S.T.H.64
M41MCAmuffixim
CRC DATE ;
TRAVERSE 11
F"twe ENV
..............................................
ORT3811 N 4T6405.353 E 1266011.263
Distaxe 1076.995' Bea"ing N 2'32'53.8' E
OR"350 N 477460.983 E 1266I29,134
Distarx 179.420" Be it9 S 57-13'35.7^ t
OPEN73 N 477383.859 E 1265978.274
Dist or x 119.900' Bening H 2"07'10.8' E
DPR8i2 N 47T503.677 E 1265982.709
Dista¢e 276.859' Beving N BP52'49.8' t
D6MMT1 N 4715IMM E 1765706.039
Oisfa 30.000' Bev irg N 2'07'10,2" E
OMTO N 477543.896 E 1265707, 148
Dish 833.044' Beving N 0T'52'49.6' t
DPRIT6 N 477576.554 E 1264824.708
Distacs 115.014" Bev IN N 3-02'09,2' E
DP2.t06 Al 47769I.407 E 1264830.799
Dist 881.205' Bar iN S 81'52'49.8' E
WENDT N 417658.81T E 1265711.402
Distarce 15.000, &wIng N 2'07'10.2` E
CPRM4 N 4TT613A06 E 1265711.956
Dista 276.860' Bev lrg S 87'52'49.8` E
DPRt85 N 477663.567 E 1265908.621
Dist 348.992' Bevir9 S 83"24°46.0" E
DPRMT N 477623.534 E 1266335.315
Distance 250.662' Beartn9 S 55"20'25.8' t
DR"350 N 417480.983 E 1265I29.I34
IRAYERSE 15 _.....___._.
Fedecre ENV ...ENV..... .......................................
CITIES BIT N 476405.353 E 1266081.263
D4staV.e 20T9,T69' Bewing 5 88'52'24.0` E
DPRM2 N 476364.459 E 1268160.630
Dlstmce 650-006' Remirg N 82"25'D6,4" E
DPRW93 N 476450.219 E 1268804.953
Dist a ce 235.133' Ba In g S 1'S4°SI.2' t
ENYTIS N 4T6215.208 E 1268T97.372
Distance 287.370' Bea ir9 S 82-01'45.3- t
CURVE ENYT7
PC N 476175.359 E 1268512,TT9
CC N 484397.236 E 1267361.548
P1 N 4761L1.144 E 1268054.164
TAN 463.088'
III S 82-01.45.3` t
DA S 68"24'52.2` t
LCTxrd Dista 9M739' 8carirg S 85-13-ILI- t
External Distace 12,905
RwItAs $302.083,
DEG 0'41.24.5`
DELTA 6-23'07.D'
LENGTH 925,217'
PT N 476098.331 E 1267591.254
CURVE ENVT7
Dwage 682.8T4' Bening S 84'00'26,1` t
BM 146 N 476027.039 E 1266912J 12
Dist vice 386.GT0' &wing N 87'58.33,1` t
DRIVE 144 N 4T6040.69T E 1266525.683
Dista a 574.877' Bowing N 50"3T'49.3" t
OM811 N 476405.353 E 1266081.263
ORM255 N
DM256 N
IMM825T N
O M264 N
DRM344 N
DRM346 N
ORM352 N
DRt8S20 N
pM8526 N
DRnS2T N
ORM521 N
DRM522 N
D M525 N
OM8S24 N
AM1710M EXISTING RIGHT OF.WAY POINTS
......................................
47442T.487 E 1264745.846 DFM059 N 473892.692 E 12635T4.892
474028.590 E 1264769.393 DRt8233 N 472194.653 E 1262440.373
474032.479 E 1264835.279 CRM237 H 473375,132 E 1263219.875
477724.70T E 1266692,440 "138 N 473366.284 E I263233.6D2
477968.942 E 1264779.426 DRI8239 N 473619.512 E 1263394.662
477965.446 E 126484MM DRM240 N 473628.359 E 126338D.T34
47TT22.697 E 1266409.343 ORM245 N 473893.963 E 1263549.454
417148.024 E 1271498.82T DM8246 N 473892,579 E 1263570.162
476240.768 E 1271571.143 DPRt63 N 472292.323 E I262573,499
477148.453 E 1271564.826 OM114 N 472170.665 E 1262478.135
415716.969 E 1271515.558
475119.581 E 1271583.152
476090.227 E 12T4159.D24
476024.240 E 2274157.703
•
�OT NAME
C70
C
N
TRAVERSE 8
Feature
................................................
OR"852 X 41401640Z E 1261092.617
Disto ce 18Z2.448' Bearing S 8T'OS'40.5' E
ENV71Z N 413925.715 E 1252912.802
Dislw 434.783' Searing N 26`I5464- E
DPR166 N 474308.666 E 1263115.679
Di3tonca 227.591' Bening N 57"29'58.4•
P N 474430.455 E 1262926.726
Dist once 14S.000` SewAng N 34-24'083` E
DPRM155 N 474553.068 E 1263010.346
Distance 108.034' Sew Ing S 55'50'56.6' E
tm N 474492.421 E 1263099.T51
Dlsta Da 156.806' &a'ug N 77`50`A5.1` E
WWI X 474S25°435 E 1263253.042
Distacs 157.700, Sewing N 35°I1'45.2' E
NMZ N 474650.220 E 1263341.054
Distance MAN' Bearing N i°43`SI.B' E
w13 N 474811.728 E 1263347.679
Distace 301.641' Bearing N 28"IT'02.0- E
KM4 N 4TS139.357 E 1263490.609
Distance 10.000, BewUg S 61`12`52.1' E
CURVE NM1
PC N 4T5134.542 E 1263499.373
CC N 4T3953.133 E 1265831.659
PI N 415345„770 E 12636I5.427
PT N
CURVE NM1
Distane
CURVE 1Rt2
PC N
CC N
PI N
PT N
CURVE NRT2
Dlstac
CURVE NREB
PC N
CC X
PI N
TAN 241.010'
DO N 28.4T'07.3" E
DA N 39"08.07J' E.
Lawd Distace 450.056'
External Distance ID.892
Radius 2661.121'
DEG 2'0511.1'
DELTA 10121'00.0-
LENGTH 480.709'
475532.711 E 1263T61.541
Sewing N 33"57137.3" E
20„000' Bearing S 50"51`52.7' E
475520.083 E I263783.054
473853.133 E 1265831.659
475799.510 E 1Z640I0.421
TAN 360.239°
DO N 39`08'G%3' E
DA N 54.40'09.6- E
LCirwo Dista 713.86T'
External Distance 24.454
Radius 2641.121'
DEG 2`10'09.T'
DELTA 15"32'02.3-
LENGTH 716.058'
476007A34 E 1254304.313
Sewing N 46'54.08.4- E
0.000° Dewing N 35-19`50.3• f
41600T.834 E 1264304.313
47655LOSS E 1263917.463
478087.048 E IZ64415.962
TAN MAW
DB N 54'3B'41.0' E
DA N 31°29`56.6" E
LCPwd Dist aca 268.225'
External Distance 13.B73
RWics 669411'
DEG 8`34.14.4"
DELTA-23°08'44.4'
LENGTH 270.057'
Sewing N 43`04'18.S` E
PT N 416203.TT3 E 1264487.488
CURVE, NR13
M31a SD°O00' Bewing 5 58e30'29.6" E
IRf4 N 476171.653 E 1264530A24
Distance 360.982, Bearing N 2197°0B.4' E
NM10 N 476513.241 E 1264663.121
Distance 21.BW Bew IN 5 86"52'47.3- E
OP"103 N 476512454 E 1264684°900
Distance 467.673' Dewing N 3r07'10.4- E
DPRf104 N 4769T9.034 E 1264710.351
Distance 100.000' Boring S 86'52'49.6' E
DPRf106 N 476973.592 E I264810.202
Distance 348.897' Bewirg S 3"0710.4• f
DMID5 N 416625.212 E 1264791.216
Distance 154.004' Bearing 5 29'40'24.2' E
CONTINED ON NEXT C0.UN
o 1 REVTSX* DATE
n 3-10-99 N.C. T-6-00 N.C.
w 6-30-99 6-5-0IN.C.
0-5-99
COKI70.ED FROW PREVIOUS COLUN N -
GUM DPRf22
PC N 4T6491.404 E 126486T.456
CC N 476671.832 E 1264694.657
PS N 4764T4.66S E 1264978.485
TAN 112.284,
DR S 81e2515.6- E
DA N 39'21.35.4' E
LCttca Distace 19L257'
EKte l Distaas 31.180
Radius 182.467'
DEG 31`24'02„4'
DELTA-6I°12'49.1'
LENGTH 2O1J13'
Bew Ing N 66°57`59.9" E
PT N 476566.237 E 1265043.46S
CURVE OPRf2Z
D13taca 26.2I0' Searing S 54`38*22a' E
DPM712 N 4T6551.069 E 126501AA40
Distance 235.969' Boring S 21`16*43 a* f
DR"IOT N 476331.189 E 12649T9.200
Distonee 2880.611' Sewing S 32`25'30.8' f
ENM114 N 4T3899.688 E 2263434.622
Distance 52Z.468° Swing N 87"0840.5" f
EWT12 N 473925.715 E 1262912.802
DATE
TEWSPARY INTEREST 5
...........e.....................r................
DFNt880T N 471381.078 E 12609T6.025
Dis4aae 32454' SaIng S 2`27'00.5- f
ENVTIO N 471345.554 E 1260974.633
Distance SZ2.012' Bearing S 88"1118„4` C
dM8321 N 471322.648 E 1261796.236
Distance ELM Bswing N 20"04'464- f
DPM% N 471309.451 E 1261771.BIT
Distance 59.362' Sewing N 28"15'46.0" E
D7113 N 47144LT36 E 1261T99.926
Distance 6.000' Sewing N 61`4414.0- f
DT114 N 471444.57T E 1261794.641
Distance 690.443' Bang N 24'31'33.1' E
DPMT N 4720T2.724 E 1262081.24T
Distace 51MOQ Boring 5 61'44`144- E
DPR156 N 412048.5T5 E 1262126.167
Distance 688.915' Bew ing S 28'1546.0" IF
OT113 N 411441J36 E 1261799.926
TEARY INTEREST 6
Feature ENV
......r...r.....n........er....r.rro......r....r..
DRf88DT N 471381.078 E 1260976425
Distance 3MW Ewing S 2-2T'00.5` f
ENVTID N 47134LS54 E 12609T4.633
Dtstancc 822.012' Sewing S 88°11'38.4• E
DRfe321 N 471322.648 E 1261T96.236
Distance 71.126' Sewing N 20.D4'46.1 f
DPR169 N 471389.451 E 126IIT2.817
D1sta 748J37' Sewing N 28'IS'46.0" E
CPRtS6 N 4T2048.515 E 1262126.167
Distance 51.000' BenrIg N 6I'44.IM- f
WRIST N 472072J24 E IZ62081.24T
Distance 426.508' Bewing N 28'1546.D` E
DPRf56 N 472448.38T E 1262253.205
Distance 329485' Sewing S 63°44'14.0" E
D1M7f63 N 4T229ZJ23 E 1262573.499
Distance MAW Sewing S 61-44'14.6' E
DP7M2 N 472223.467 E 1262701.577
Distaree 65AIT' Sewing N 26"15'46.0' E
DT115 N 4T2281.261 E 1262732.649
Distance 130.000' Sewing N 28°IS`46.0' E
DTI1S N 412395J63 E 1262T84.205
Distance 25.000' Bea AM S 61`44.14.0• E
OTI11 N 472383.925 E 1262816.225
Dist 130.000' Bewing S ZB"15.46.0- f
01116 N 4TZ269.423 E 1262754.668
Distance 25.000' Bew lrg N 61'44.14.0` f
OTTIS N MZM261 E 1262732.648
gar�Iy
TRAVERSE 19
..........................................A .................
CRf8S1l N 41640S.353 E 1266051.263
Distance 1313.900' Sewing N 87°26'39.9' f
TAK39 N 4T6463.938 E 1264168.670
Distance 512.447' Bew I g N 0°56'I6„3' f
POT4 N 416976.316 E 1264760.ZT7
Disto ce 50.000' SawIg S 86-52'37.3- E
OPM106 N 476973.592 E 2264510.202
Distance 404.455, Searing 5 3'0T'IO.P f
W11148 N 4T6569.T36 E 1264788.192
Dist aces 107.535' Sewing S 10°27'1T.4- f
7AK39 N 476463.933 E IZ64163470
TRAVERSE 14
...........................................................A
DIMSO8g47376882E126605%166
Distance 1244MO' Sewing N ST-08`40.5" f
DMSII N 473830.882 E 1264814.122
Distance IT33.209' Bearing N i`50°12.2' f
PRLIZ4 N 475563.201 E 1264758.5T9
Distance WSW Beaing N 24`23'59.Z- f
OPM125 N 4T$640.282 E 1264723.883
Distance MAW Bew Ing S 1"02`14.9" E
W1144 N 475517.361 E 1264726.109
Dastaae ' 32400' Boring S 66'57°35.3- f
NR1145 N 475516.780 E 1264694.13S
Distance 96.902' Bea'1ng N 1'02'24.7- f
N fI46 N 475613.667 E 1264692 355
Distance MAW Sewing S 49'49'45.1- f
DF91124 N 475465.1T2 E 1264516.454 '
Distance 3T9.999' Sewing N 32'36'45.6- E
"254 N 47578S„258 E 126472LZSB
Disto ct 265.728' Sewing 5 10°07.44.4• E
OPM27 N 475694.936 E 12649T1.164
Distance 157.817' Bew I g S TI`17'17.2- f
W1143 N 475644JOT E 1264821.690
Distace I25.193' Sew Iry S 1°04`22.9' E
NM142 N 4T5519.I36 E 1264824.034
Distance 32.000' Sewing S 88"ST°35.3- f
W1141 N 475518.555 E 1264T92.039
Distance 115.000' Sewing N 3'04'22,9`
DPFM126 N 415633„53S E 1264789.886
Distacro 76.987' Sewing S 23-5941.2" f
PRE 124 N 47S563.201 E 1264756.57E
MUREMMINMEM
Fq,E HAW L:=nicrostationePr'ayects:d6_15590821�1559o47B.agn �MLCI 4v e4a1 ..lc: 05-NOV-2001 09:IT ORD DATE:
PROJECTSTATE R/W NUMBER 1559-08-21
*tSOOT/CADDS SHEET TO
gin
STATE PROJECT NO: 1550-00-80, 81 HWY: STH 35/ STH 64 COUNTY: ST. CROIX PLAN & PROFILE - STH 35 / 64 MAINLINE
ROT
L w!tiOSTW
REMOVE
A
REMOVE GUARDRAIL -A
STA 298-40 70 300a75
---------------
PROPOSED ES. SIN 35 i 64
BEGIN CONCRETE
PAVEMENT E.G. LANE
STA. 299-00
----------------------------
5
SHEET NO: 5-2
9=
ssa
905.0
9DU
F;
SEE DRAINAGE AND EROSION
CONTROL PLAN SHEETS FOR
CULVERT PIPE INFORMATION
REMOVE FENCE
STA 299-10 TO 300.10
ZREMOVE GUARDRAIL
�-STA 296.40 TO 300+75
REMOVE 73LF
36 CMP 'CULVERT j,
L
EXIST. SIN 35 , 64
N 44-56.12- E
REMOVE GUARDRAIL-1
r
------- -------
STA 302-60 TO 306-10
----------
----------
------
SLOPE
INTERCEPT
EE)
REMOVE CATTLE PASS
Sl
Sl
[
5O,x3,5,x5,O.
INSTALL BEAM
SI
S
v
GUARD IN MEDIAN
NOTE: SEE COORDINATE GEOMETRY
AROUND BRIDGE
DATA SHEET FOR ALIGNMENT
PIERS
ffi AND COORDINATE INFORMATION
9no
900.0
895.0
'PROPOSED 39-acm
----CULVERT,,STAIOI-40-i
squ
aw
J�
880.0
300,50 301 301#50 30
A
c.STATE
PROJECT NO:1550-00-80,81
Ott
BENCHMARK DATA
1.
ID NO
- - . -
10 ;60
OFFSET
11O�
DESCRIPTION
ELEV,
38
5
LT
CHISELED SQUARE ON TOP OF LARGE HULK
964080
0NOVC'1�40LF
fT
18'CMP CULVERT
Rlw
SLOPE INTERCEPT
1Y,
----------
N
117 _ff
...........
PROPOSEQv 150 TTX AV
OVERPASS
N
44'56112-
W.B. STH 35 64
REMOVE 42LF-
. .. ..... . . .....
18'CVP CULVERT
310
BEGIN CONCRETE
PAVEMENT N.B.
STA 303-50
ION TV NET q. LENG1
N 16-41 TO 19-64
AVE I,
ml�� �105
HWY:STI-I 35/ STH 64
"I WR 1
305-5D
%
v
Spf
Si`
9,MD
J
9u
94010
9KUD
93U
9ou
.... PROPOSED
93U
24-RCCP--1
90"
STA 306.50
gao
7—
rro
Z
.. ..
Tm
. . . . .
r1w
7---, -77-7,7-1-
88U
9w
Sao
oj:.W.
COUNTY: ST. CROIX
702 7 �771.11
NCE
FiF RAP BASIN
SEE CONTOUR
PLAN SHEET'
OBLITERATE OLD ROAD
PLAN & PROFILE - STH 35 / 64 MAINLINE
net x - a lm r
WMNPEMIW�-
SHEET NO: S. 3
Kitt( SUS Q
94&0
940.0
9=
gm
9)u
RIP RAP BASIN, SEE-j
/ /cR001INTGUR PLAN SHEET
DRIVEWAY ACCESS
F WA IN 'T
v�
TO REMAIN T
R,W
2 25-17-77 15 0 IN WE 5,17.77 150TH , �_OBLITERATE 0 ROAD 2��91.25 24 T H ST
OBLITERATE OLD ROAD 24TH ST
61
3 ''-"p E 0 CONC .. TH SEE 24AVE DETAIL SHT FOR LAYOUT "'P
ry
NOTE: SEE COORDIN4TF GEOMETRY
DATA SHEET FOR ALIGNMENT
AND COORDINATE INFORMATIONI
20 20,50 21 21450 22 22+50 23 23050 24 24450
STATE PROJECT NO: 1550-00-80, 81 IHWY:STH 35/ STH 64
2
m
COUNTY: ST. CROIX
UO2 12:33 m
rij&E
N�
TYPE 82
SEE INT
DETAIL
FOR LAY
ASPHALT]
(TYP7
25-WAR-2002 12:33
END CONSTRUCTION
MATCH
EXISTING
SLOPE INTERCEPT PVMT MIRTH AND ELEV
51A 3 3. 00
-R,W
INTERCEPT
REMOVE FENCE
STA 19-50 TO 30,30
27 27454 28 20,50 29 29450 30 30-50
PLAN & PROFILE -150TH AVENUE
Rol n" : fW VM ; RN.:
SCAtE
950.0
77
gm
.. .........
- ----- --- ------
93U
9m
7,
mo
31+50 v 32,50 33 33*50
SHEET NO: 5.7 F
00
MTr= 9Ut Q
REMOVE 35LF-
BEGIN ASPHALTIC 1p-CMP CULVERT
PAVEMENT
SIX 7-00
A
BLEND DESIGN PROFILE
INTO EXSITING ROAD
StA 6-50 T0,7-00
',CA8C
BEGIN CONSTRUCTION
STA 6-50
SEE DRAINAGE AND EROSION
CONTROL PLAN SHEETS FOR
CULVERT PIPE INFORMATION
NOTE: SEE COORDINATE GEOMETRY
DATA SHEET FOR ALIGNMENT
AND COORDINATE INFORMATION
It---R,W
TREES NOT TO BE
DISTURBED
STA'6.00 TO 7-25
10*50 n 11#50
DRIVEWAY ACCESS
TO REMAIN
OBLITERATE OLD ROAD
SLOPE INTEffACEPC,
TYPE
Y,
CONSTRUCT
CONCRETE: PLUME
(TYR)
F"INSTALL BEAM GUARD
STA 14-97 TO 16-42-1
----------------- DRIVEWAY - - - - 0, -AJ /I ---- ---
A5PHALTC ------- -----
SLOPE INTERCEPT SHOULDERS AT I&Snl:C BEAM
BEAM GUARD STA 14-03 TO
TYPE 0 INTERSECTION
"SEE INTERSECTION
'DETAILS SHEET
POP LAYOUT
STATION 16.41 TO 19-46
tt STRUCTURE 5-55-192 PEOUIRED
12- 8,71 150TH AVE 2 SPAN 70' PRESTRESSED CONCRETE
10- .00 OLD ISOTH9AVi' GIRDER
35' 5Y," CLEAR ROADWAY
SKEW 40' LHF
0 FEV DO
150TH AVE wwlmmcz� 11 /
K�lz�il
I COUNTY: ST. CROIX
25-NLRJ 2002 12z3g ON
--- --------
13,50
14
14450
19
5150
PLAN & PROFILE - ISOTH AVENUE
9=
9no
9m
9u
91"
905.0
9DO.0
mo
.... .. 99U
z
E*50 17 IT*50 2 19,50 19 19+50
ISHEET NO: r. j E
l:txka'asfari W\Pr'oxmt S\ &-15500002\050108., VA dT 23-WVT 2C01 13:01
------------
------------
OBLITERATE OLD ROAD
R'W
SLOPE INTERCEPT
*` J,g,
SLOPE INTERCEPT
d'
arty
VN J sP
�. X"
CONSTRUCT DRIVEWAY
INSTALL. SOiF-I8-CUP
RN oa ,T
AS PER OWNER WITHIN
CULVERT We 2 METAL
STATION RANGE
AEW`S. ENSURE TOP
CONSTRUCT T
O
`0a
I <•WO TO IS•WO LT
OF PIPE 15 1' BELOW
ENTRANCE EQOUAL, UAL TO
6
BOTTOM OF CABC.
EXISTING, CONTACT
E�W+
ter.,-
- INVERTS AS REQUIRED°
PROPERTY OWNER
\
,.
GRADE T9 GRAIN'
PRIOR TO CONSTRUCTION`,
J. .
^
-
.t
' ! r -INSTALL WOLF-METCUP
��
°
PfiiW�
:.:
- _ ,
—._. `•
' - WENSURE
Q
EBE4W
a
/p
_ _.. .__..-
OFPIPE E
> '
aT
BOTTOM OF CABC.
--MATCH CONSTRUCTION
,-
INVERTT AS REQUIRED,-
MATCH EXTS'e dNG
a,.
,�„
+°
PvUT WIDTH AND ELEV GRADE TO DRAIN ,
_• .-.._-
__...-__,._-` ..
_., .- _
. _._.._....
._
STA 0-0a
NOTE: SEE COORDINATE, GEOMETRY
SEE pRAENACE AND EROSION
-
R.. ,ti`r-'
DATA SHEET FGft ALIGNMENT
AND C64RpINATE INFORMATION
CONTROL PLAN SHEETS FGR
-,
..------- ---------`.
0 rr=� -
,=
CULVERT PIPE INFORMATYOk
Pi IIe27,15
UAFGm>;XESTIN7A,..
;
- 24TN51 '
-
930.0
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9mo-
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��
9
\
920Ai
_
_ _ __:._ _
777
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Zt%l.OPI ... ::.
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o
_ -
900.o
fi
�
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...
--
.13
0+50 1 1+50 2 2+50 3 3+50 4 4+50
5 5+50 6 6+50 7 7+50 B
8+50 9
9+50 10 10+50 n
11+50 12 12+50 13+50 14 14+50
w
P
�
STAiE
PROJECT NO: 1550-00-80, 81
HWY: STH 35f STH 64
COUNTY: ST. CROIX
PLAN
& PROFILES
24TH STREET
I SHEET
,NO.�
FYE tt4E :
L:'d1C"4SYY3tPwE`FrOieCtS^05„TW500�02'0S0I09.POdPt Rfi NT:
28-IvUY'i Odi Il3:ud UP GTE: MOT
W :
MCWHLW:
0.P1 X4E: 2,000000:t.00b000
L.�,i Mfctim\Pro,e is Z6-15PoO P?YoCNaq..[v. Oq,
24-JAN-2002 08:T
.,
,,.�
�4L.
-�'
36"-TYPE D CONC C6G "•, E `T ` ,
SEE 24TH AVE DETAIL `�
`.
SHT FOR LAYOUT (TYR) .,`,.,vA
C
2S•17.77 150TH AVE
.. _-
21.91.26 24TH ST
ASPHALTIC FLUME
...
(TYP1
SOPE. INTERCEPT
ti
- 6
',
RrN
--' '•,.
`
SEE INTERSECTION
gt
DETAIL SHEETS
Y^
FOR LAYOUT—
, ,
0#
SORE INTERCEPT —
,IT
g
NOTE:
SEE COORDINATE GEOMETRY
SEE DRAINAGE AND EROSION
Q
p
DATA SHEET FOR ALIGNMENT
CONTROL PLAN SHEETS FOR
-
FEET
yq
AND COORDINATE INFORMATION
CULVERT PIPE INFORMATION�
a
-.. .�
�--.-�
s
24TH ST
�
�
t "
9
—.- a. _
_ _
935.0
-
- r t
777 _-
i"' '-"'
935A
-¢91L12:
T
I^
u_
x aza E1¢
30A
—
--
_.
925A
"ElK§HED PROFILEYi
920,0
F
E%TSTING GROUND
_
920.0
-
YY
_ _. —r` _
9104
._
.. . ,..
910.0
-
.
- ....
- ..:20#50
:.
11-50 12 12#50 13
13+50 N 14.50 8 5050
16 16e50 17 17450 18 18450 13 79a50 20
21 21#50 22 22+� .::..
23 23a50
24 24«50 25 25«50
26
—
—Ei®w
a
f
STATE
PROJECT NO: 1550-00-80,8l
HWY:STH 35f STH 64
COUNTY: ST. CROIX
PLAN & PROFILE - 24TH
STREET
SHEET N01 �,r�
E
rc¢xu4:
L:naicrasF¢tionePrpject5�05.645P0002=OSOt02.pp.6gr
nnurz: 23-J-20W.0 35 cn: wr[: qor w[:
o�niw: nn uu:
2.000000:1.000000
n
NOTE: SEE COORDINATE GEOMETRY
DATA SHEET FOR ALIGNMENT
AND COORDINATE INFORMATION Him A�
RESTORE CABO DRIVEWAY
TO NEWLY CREATED -CUL-DE-SAC
'14'WIDTH
REMOVE 25LF- ADD CABC TO EXISTING
12'CMP CULVERT ^ ROADWAY,,SURFACE AND
GRADE TO PROFILE ELEVATION.
R,W END ASPHALTIC PAVING
STA 11^50 r.
Z,
Y'
---------- -------------- -
SLOPE INTERCEPT-i
ISO REMOVE AND REPLACE
FH.4VE 18"CWP CULVERT
tl Fat w m
s AkE
935.0
-7
935.0
------
--s
6"
150THAVE _
7 7
-----
93mo
C-
0492 X,
925.0
7'
-FINI PROFILE
9m
,V
-----------
YCL IOD.00
92U
----- —
920.0
GROUND EXISTING
------- - - --- --------
95.0
------
9w
77-
9r.0
.......
9w
---- -----
---
9mo
--- ---
9m
---
---
.......
7
9ou
10 10#50
I
N
I
Pso 12 12+50
I
13 13*50 14
I I
14-50
6
I
2
STATE PROJECTNO: 650-00-80, Si HWY: STH 35/ STH 64 COUNTY: ST. CROix
15-Ju-2002 06:35 pp DATE
NOTES SEE COORDINATE GEOMETRY
DATA SHEET FOR ALIGNMENT
AND COORDINATE INFORMATION
REMOVE EXISTING
ROADWAY
23 RD STREET
ib
SLOPE INTERCEPT
% FEET
ED
"A'
945.0
94M
940.0
-7-7-777
-7
-------
94U
Ym 5100
fL-
9354
PROF4.U- Tlz-�� K
- -------
9354
93U
7
--7
930.0
-�7-
92"
--A
--- - -------
-
gao
92U
920.0
ETEISTL,* GROUND
9&0
- --- -------
95.0
ID 10+50 11 nf5o 12
PLAN & PROFILE - 23RD STREET & OLD 150TH AVENUE SHEET NO: E
/SOPTnm Sal a
30' RAG
61
DRIVEWAY A
44
9f40 9460 9480 )a 10,20 1D,40 10#60 10-80
i
STATE PROJECT NO: 1550-00-80,8t n; HWY: STH 35 / 64
Wwf L:imio cstation Prn,clsfflg
U xp imtW 1 mlPrc,e slZS_ n500002\050 I I I_W.,* M-M-Noz 07:4B
04
10'RM
DRIVEWAY 8
is
FEET
.... . ...... . .
93U
93U
93U
---------- --- -- -- - -
-----
........ ... ..
. . . . . . .
...... ......
Wu
... ... ... .......
9324
.. ........ —
99 . . . .. . .
93U
... . ......
9n.0
...... . ...
... .. . ....
TM
- - - -------- -- - ---- - ---
sm
U420 P440 U-60 Illso
COUNTY: ST,CROIX
IFT .ry 7 06-ut -2002 -- 017iT-- OTE
, atn . + m
24
...�..{22 }`4" 11 1/4"
BE
IM
DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING
SHALL CONFORM TO THE PERTINENT REOUIREMENTS OF THE STANDARD SPECIFICATIONS AND
THE APPLICABLE SPECIAL PROVISIONS.
DETAIL DRAWINGS FOR PROPOSED ALTERNATE DESIGNS FOR CATCH BASIN. MANHOLE
AND INLET COVERS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PROVIDING
THAT SUCH ALTERNATE DESIGNS MAKE PROVISION FOR EOUIVALENT CAPACITY AND STRENGTH.
ROUND FRAMES AND COVERS SHALL HAVE CONTINUOUSLY MACHINED BEARING
SURFACES TO PREVENT ROCKING AND RATTLING.
THE ACTUAL WEIGHTOF COVERS MAY VARY WITHM 5 PERCENT, PLUS OR MINUS. OF
THE APPROXIMATE WEIGHT.
----- �---� 23" _._�� z
o #
—35" D 35" D
o w
S LL
r- O � q
U l
lr �
oases eases � z�,2.. rZ r 23"D 2 3/a"� 0 0 2., 11 15,K"
0000a a0000 � � - �1~D-- � o00000 I ,5,5„
253�H'DQ 0 o ty' o ((I���
eases eases » n I Ya �0000 lfo �000�U 34" 1 Ve 134"
`� TYPE C
22"/z" oQ00000
"- �� Fes- � (APPROXIMATE WEIGHT 34q LBS.(
f
2" FRAME.... _....- 235 LBS. ... .. .. _.
TYPE "B" �` GRATE_._._._. 105 LBS.
{APPROXIMATE WEIGHT 395 LBS.} 1 %" I" - I �/e'♦ y
FRAME..».. __2B5 LBS. ALTERNATIVE GRATE FOR .—.E
GRATE._._....... 110 Las. TYPE "B" COVER -+F--'
(APPROXIMATE GRATE WEIGHT 125 LBS.)
GRATE_._._.. GR LBS. ALTERNATIVE TYPE "MS" TYPE "MS"
USE WHERE PEDESTRIAN OR BICYCLE TRAFFIC IS POSSIBLE. tAPPROXMATE. GRATE WEIGHT 365 LBS.) (APPROXIMATE GRATE WEIGHT 270 LBSJ
NOTED AS TYPE B-A ON THE DRAINAGE TABLE GRATE»..»......365 LBS. GRATE ........ .».270 LBS.
USE WHERE PEDESTRIAN OR BICYCLE TRAFFIC IS PERMITTED USE ON FREEWAYS AND EXPRESSWAYS
NOTED AS TYPE MS -A ON THE DRAINAGE TABLE NOTED AS TYPE MS ON DRAINAGE TABLE
—27"
3O '/x"
DIAGONAL. SLOTS, SHALL BE ORIENTED
TO THE DIRECTION OF FLOW AS ILLUSTRATED.
GRATES ARE MANUFACTURED TO BE REVERSIBLE.
�-^ P DIAGONAL BARS WITH
p 1""%z" OPENINGS
10 1/4" F3 _ 19 I/4"
s
'/4"
— 29
9"
NOTE: CURB BOX HEIGHT ADJUSTABLE 6" TO 9'
IrfjgMM
!APPROXIMATE WEIGHT 670 LBS.)
FRAME- .........360 LBS.
CRATE........... 160 LBS.
CURB BOX........ 150 LBS.
iod_ q-
GATE
���" F"A
I
YCrT-i-10r.10 S '_42
9:140L`11111I*M
5'K"
A E A
o. ..._ MF—
DI
7/--!O.
4 BARS 12" C-C TO 15'DEPTH
6" C-C OVER 15'1'0 25'DEPTH
d P
._A. 4^n0 .....
DIRECTION OF GLOW
DITCH LNE-,. .,,. A._
DEPTH AS SHOWN I OPTIONAL
ON PLANS CONSTRUI
JOINT
NO.4 BARS t2" C-C TO IS'DEPTH
6" C-C OVER TS' TO 25'DEPTH -
I
112 1,
-1\
�w 1
``\ NO. 4BARS SPACED
12' C-C
PLAN VIEW
GRATE ELEVATION
SHOWN ON PLANS
VA
SECTION A —A
REINFORCED CONCRETE INLET TYPE 8
2'.-10'/,".®..- IY.�-sye
1
CZZ
B ( m B
°? = E=== DITCH I.
C=Z=_..
p P, p a, f •y� �
0.4 BARS 12" C-C TO t5'DEPTH
P 6" C-C OVER 15'TO 25'DEPTH
i
# # #
GRATE ELEVATION
DIRECTION OF FLOW 7 SHOWN ON PLANS
DITCH LINE 2Ye 4 ,\l-.'
t DISCHARGE
DEPTH AS SHOWN OPTIONAL ° PRE
ON PLANS — CONSTRUCTION=-.
JOINT
NO.4 BARS 12" C-C TO 15'DEPT14
6® C-C OVER DYTO 25'DEPTH "
9w
4 '4.
.. 5•_4• _—
SECTION B—B
DIKE
NORMAL FLOW
DITCH LINE
3 GRATES a 4:1
4 GRATES a 6:t�
t I
1 --
I i
3"OPENING __....____
SECTION D—D
SLOPE TOWARD
DRECTION OF FLOW
Q ..+
�6 tSE
DITCH
fi t SLOPE : .
DIKE
" 2" CL.- LNORMAL FLOW
—
DITCH LINE
77
�.
0
DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING
SHALL CONFORM TO THE PERTINENT REOU(REMENTS OF THE STANDARD SPECIFICATIONS AND
THE APPLICABLE SPECIAL PROVISIONS.
DETAILED DRAWINGS FOR PROPOSED ALTERNATE DESIGNS FOR INLETS WHICH MAY INCLUDE
PRECAST REINFORCED CONCRETE INLETS. SHALL BE SUBMITTED TO THE ENGINEER FOR
APPROVAL PROVIDING THAT SUCH ALTERNATE DESIGNS MAKE PROVISION FOR EQUIVALENT
CAPACt7Y pNb STRENGTH.
PRECAST REINFORCED CONCRETE INLET UNITS. IF USED. SHALL CONFORM TO THE
REOUREMENTS OF THE CATCH BASINS, MANHOLES AND INLETS SECTION OF THE STANDARD
SPECIFICATIONS- UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE ENGINEER, THE
CONTRACTOR SHALL NOT ORDER AND DELIVER PRECAST INLET UNITS REQUIRED FOR THE
PROJECT UNTIL. A CORRECTED LIST OF SIZES 15 FURNISHED BY THE ENGINEER,
ALL INLETS ARE DESIGNATED ON THE PLANS AS "INLETS„ S-MS". ETC, THIS DESIGNATION
IS INTERPRETED TO MEAN THAT THE NUMBER„ OR FIRST DIGIT DESIGNATES THE MASONRY
PORTION OF THE STRUCTURE AND THE FOLLOWING LETTER DESIGNATES THE TYPE OF COVER
OR IRON CASTING TO BE USED THEREWITH TO COMPRISE THE COMPLETE UNIT.
ALL BAR STEEL REINFORCEMENT SHALL BE EMBEDDED 2 INCHES CLEAR UNLESS OTHERWISE
SHOWN OR NOTED.
11
ytk
NO.4 BARS SPACED
12" C-C
PLAN VIEW
REINFORCED CONCRETE INLET TYPE 10
GENERAL NOTES
6. Z-O" DETAILS OF CONSTRUCTION, MATERIALS AM WORKMANSHIP NOT SHOWN ON THIS DRAWING
S. SMALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE CONTRACT.
2"R V,-/FT. BATTER 2!-(r
PAVEMENT M AND TIE BARS SHALL BE EPDXY COATED IN CONFORMANCE WITH SUBSECTION
CURB FACE 505.2.62 OF THE STANDARD SPECIFICATIONS.
CURB
R
R
3'R
G. Y4- M!AX. SLOPE 6. . -/FT.SLOPE ./FT SLOPS , Y,-/FT. SLOPE] INTEGRAL CURB & GUTTER SHALL CONFORM TO THE DETAILS SHOWN FOR CONCRETE CURB &
Y - R Q GUTTER INCLUDING THE TRANSVERSE GUTTER SLOPE. A LONGITUDINAL CONSTRUCTION JOINT
61 MIN. 6. km IS NOT REQUIRED WITH INTEGRAL CURB AND GUTTER.
_T (V MOUNTABLE CURB) WHERE THE TRANSVERSE JOINTS IN THE PAVEMENT ARE RESUPED TO BE SEALED, THE
JOINTS IN THE INTEGRAL CURS AND GUTTER SHALL BE SEALED TO THE FACE OF CURB
TYPES A & D TYPES K I L WITH THE SAME TYPE OF SEALANT. THE COST OF FURNISHING AND INSTALLING THIS SEALANT
SHALL BE INCIDENTAL TO THE ITEM CONCRETE CURB AND GUTTER
76-- 22"
rR
6" A- �/FT.SLOPE
Y4-/FT. SLOPE
FTa 6" WIN.
Q
TYPES IS & J
2`3" R
2`31 R
OPTIONAL CURB SHAPE
. (D
FOR TYPES K I L
—
A *CWV CONCRETE A
*NEW CURB & GUTTER,
SURFACE DRAINS,
EXISTING CONCRETE PAVEMENT
CONCRETE OR OTHER NEW CONCRETE.
PLAN VIEW No. 6 x it DEF. BARS
SPACED T-O" C-C,
INSTALLED ON 6:1 SKEW
HORIZONTALLY. DIRECTION
OF SKEW ALTERNATING AFTER
*NEW EVERY ONE OR TWO BARS.
THE HOLE FOR THE BAR SHALL
BE DRILLED TO A DEPTH OF
r AM TO SUCH A DIAMETER
AS TO PROVIDE A TIGHT
DRIVEN FIT
P/2 THEMES
OF NEW
CONCRETE EXISTING
SECTION A -A CONCRETE
PAVEMENT TIES
2`3' FL
4- 77�1
• -T
(4" MOUNTABLE CURB)
0
TYPES A & D
CONCRETE CURB & GUTTER 36"
ENTRANCE CURB
'—SLOPE VARIABLE
DRIVEWAY ENTRANCE CURB
(WHEN DIRECTED BY THE ENGINEER)
ON
am
'/,-/FT. BATTER. FACE OF CURB
(ABOVE ADJACENT PAVEMENT)
NO. 4 X 2*-0' OFF. TIE
BARS SPACED T-O'C-C
UNLESS OTHERWISE SHOWN ON THE TYPICAL CROSS SECTIONS. THE BASE COURSE AND
UNCLASSIFIED EXCAVATION LIMITS ARE 2'-0" BEHIND THE BACK OF CURBS.
Q TIE BARS ARE REQUIRED FOR CURB AND GUTTER TYPES A, G AND K.
THE BOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED OTHER LEVEI, OR PARALLEL TO THE
SLOPE OF THE SUBGRADE OR BASE COURSE PROVIDED A 6' MNMUM GUTTER THICKNESS IS MAINTAINED.
WHEN REVERSE SLOPE GUTTER IS REQUIRED, THE LOCATION(S) WILL BE SHOWN ELSEWHERE IN
THE PLAN.
NO. 4 X V-D" T' E BARS
SPACED AT 3'-0"C-C
'/2 THICKNESS
OF GUTTER ADJACENT
PAVEMENT
CONCRETE CU B7
& GUTTER
TYPICAL TIE BAR LOCATION
(D
TYPES A & 0
CONCRETE CURB & GUTTER 18"
NO. 4 X 2'-0- DEF. TIE
BARS SPACED 3'-0"C-C
SAME PAY LIMITS
AS CURB & GUT)
61 MIN.
LONCATUDINAL JOINT
IS NOT REQUIRED
PAVEMENT
SLOPE
�E
PAVEMENT
THICKNESS
__T
Zuuzu�i�
SAME SLOPE S
ADJACENT PAAVEVENT
REVERSE SLOPE GUTTER
(TYPICAL FOR ALL CURB & GUTTER TYPES)
091gl1w-gymso
OTIE
EDGE OF
TRAVELED
WAY I
EXPANSION_/
JOINT --
(SEE DE7ArUI
(
CONSTRUCT FLOW LINE WELDED STEEL WIRE FABRIC REHIRED DINE
OF FLUME AS EURECTED--t FROM THE EDGE OF THE SURFACE EDGE
BY THE ENGINEER DOA TO THE END OF THE CURB
HIm:21S. REMAINING PORTION OF OPEN TRAVE
WAY
CONCRETE FLUME TO BE REINFORCED
_8IYDGE
DECK
WITH NO, 4 BARS AS SHOWN IN
6.
SECTIONS 'A -A' AND '74".
(DID" MR. UNPERFORATED
IF PPE UNDERDRAIN
METAL APRON ENOWALL
ZEpG
—FOR CULVERT PIPE
1-0, FILL $t 12-INCH
OF
SURFACE DRAIN
NO.4 BARS
0' ELBOW\
REOURED
SECTION A -A ApPRQX.SLCPE I"/FT,
JOINT SEAL
(IX,' BELOW SURF4CEY
Y4"
I_GR -As
REO'D
EXPANSION
<
JOINT MATERIAL
EXPANSION JOINT
DETAIL
FORM BOTTOM OF FLUME
TO FIT 12MN, MA. PIPE -
FOR T-O" LENGTH
VN.
irN
SECTION C-C
NO , 4 84ES C V-5`
MAXIMUM spio,",
fG.4 BAPS AS SHOWN
12"MILADAPTER FVOLTZED
ONLY FOR HELICALLY—, ,
CORRUGATED, U^F'RFORATED 1�
PIPE UNTERORAIN
2" KCN, UNPERFORATED REF.
UNDFICRAK PIPE TO 6-
INSTALLED BEFORE CONCERT
IS POURED
SEAL GAME AS SECTION D-DJ
IF
H_
DECK
EXPANSION
ISE;' DETAIL)
SURFACE ORAN
SECTION F-F
qlvNT
REAL
(/," EELOW SURFACDI
METAL APRON ENDWALL
FOR CULVERT
VERT PIPE,
12 NCH "TL
C C
6
H
t EDGE Ov
I L SHKL0-,R
-------- ---------------
_T_
D
D
BEGIN CURB
TAP,
FACE Or'/
EDGE CF
SURFACE GRAIN
SHOULCOR
I
WDTH
VARIABLE WIDTH
CONCRETI CH
ASPHALTIC
TIE BARS
PAVEMENT
EXPANSION JOINT DGE OF
RAVELED Why
PLAN VIEW
SURFACE DRAIN WITH PIPE
TYPE "A"
E. � 2'-O-
f 7'
SECTION E-E
CONSTRUCT FLOW LINE
OF FLUME AS DIRECTED
BY THE ENGINEER
OFF 7 N0,4 BARS
Z � APPROX. SLOPE V/FT.
3'*
SECTION H-H
V-6" R -
H
OR AS REG
LL
ji
E E
r-o"!
H
BERN CURB
TAPER
--EDGE OF
SURFACE DRAIN
*',EE PLAN VIEW FOR TYPE "A- SURFACE
CHAIN FOR ADDITIONAL DETAILS
PARTIAL PLAN VIEW
SURFACE DRAIN WITHOUT PIPE
TYPE "B"
BARS
GENERAL NOTES
DETAILS OF CONSTRUCTION, MATERIALS. AND WORKMANSH'P NOT SHOWN
04 THIS DRAWING SHALL CONFORM 70 THE PERTINENT REGUIREMENTS OF
THE STANDARD SPECIFICATIONS AND APPLICABLE SPECIAL PROVISION.
(D NO. 4 X 2'-0' TIE BARS SPACED AT 3'-0' CENTERS TO BE USED ONLY
WHEN ADJACENT TO P.C. CONCRETE.
NO. 4 X 2'-0' TIE BARS SPACED AT ITIL CENTERS TO BE PLACED BY
BRIDGE CONTRACTOR. OR PAVEMENT TIES PLACED AS DIRECTED BY THE
ENGINEER.
PIPE UNDERDRAIN MAY BE ANY OF THE MATERIALS LISTED IN SECTION
61 2 OF THE STANDARD SPECIFICATIONS EXCEPT DRAIN TILE.
MINIMUM REINFORCEMENT SH�FLL BE 6" X 6" - W4.0 X W4.0 OR NO. 3
BARS LONGITUIDNAL AND TRANSVERSE SPACING 12" C -C.
05 UNITS 07 &ODITGNAL RIPPAP WHEN SPECIAL BITCH IS REOUPEo,
@ GEOTEX71LE FABRIC. TYPE M-
0
OFHOT POURED SEALANT UNLESS OTHERWISE SPECIFIED.
THIS DPVENCON MAY VARY DEPENDING ON THE SPACING OF POSTS FOR
THE STEEL PLATE BEAR GUARD, THE TYPICAL LOCATION FOR THE SURFACE
DRAIN IS WHERE THE POST SPACING WIDENS TO
m
2) BE a I 142
ABUTMENT - —. T
TOP Cr BRIDGE DECX
LOCATION OF TIE BARS IN WINGWALL
6"
ASPHALTIC FLUME
NOTE: TAPER CURB ENDS
TO GUTTER IN T'-0" INCREASE 0 FEIGN RIGHT ANGLE
TO BEST FIT FIELD CONDITIONS
CONCRETE CURB
AND GUTTER% ^Q�
Im. ...1 V l /( l / / e l
CONCRETE GUTTER.
C_0"_ _ DEPRESS SURFACE
r MAX" TO SHAPE
I FLOW PATH
FLUME /
5� 2" M.N. CURB HEIGHT —' �,• � \ _
ASPHALT CURB
VIEWOF
FLUMEAT CURCUR$ END Ir' �1� _ (�-•."'_..-. AND FLUME
FLUI I..
PLAN VIEW (- I� �� SHOULDER OR BERM
CURB OPENING FOR FLUME �r -- INGE POINT
B ''_°' B
li
_.____________.__ L —SOD____.________.
' CUT CONDITION
~` DITCH o„ ^'Y_._IS SHOWN DITCHm%
' Q
I— P-0" ON CUT SLOPE
^4
PLAN VIEW
FLUME AT CURB END EDGE OF _
PAVEMENT
7
BERM SHOULDER iJ
N'�!7GE POINTT SLOPE.
SLOPE
•- -- CUT CONDITIONS.
rN AEG etx 4
MATCH CRIGNAL SOD \"
GROUND _..._._.,� .At
ASPHALT VARIABLE St.OFE V' --"^' 4 f T
CUT
AOR TIE
CONSTRUCT FP.OWLIM1E AS BARS
AS
SHOWN L! CONDITI
DIRECTED BY THE ENGINEER CURB & GUTTER DETAIL
Y, DITCH ,WIDTH 1
--- FILL CONDITION SHOWN ON PLANS I s
FILL
SECTION A -A GGN
AltLEVE.L.._ �....,.
L _.� _$-
�wfi
SECTION B-B
aCONCRETE SURFACE DRAIN
INCREASE I J FROM RIGHT ANGLE
EXPANS!04 JOINT ---- To BEST FIT FIELD CONDITIONS
CONCRETE CURB
AND G 4'0-�
2" M:'N. CURB
TAPER CURB TO FLOW LINE
~ DITCH
i
U Y
PLAN VIEW
SHOULDER OR BERM
DITCH WIDTH HINGE WONT
AS SHOWN IN PLANS
EDGE'. OF PAVEMENT
5'-0' MIN' SURFACE DRAIN IS SYNETRICAL WHEN
CURB AND GUTTER IS CONTINUED
SHOULDER OR BERM
/'--HINGE PPNT
_ D G
W3 WIRE MESH
SEE SECTION D-OU
c-..________....________
DITCH
._�_._______________._-�
I--9"-0'" ON CUT SLOPE
W3 'W!RE MESH
(SEE SECTION D-Dt
SECTION C-C
t' 4 -•�— 1 % t
MVYJN RELK".PtEwENF b G^I i-"""-•.
x[LftQ StEER '--'
xae ceW+:c
__-. GEOTE%TILE
FABRIC
SECTION D-D
PAV'T TIES OR TIE BARS
AS SHOWN tN CURB & _.
GUTTER PETAL.
EDGE OF
PAVEMENT
t
r
I
NOTE' ATTACH GEOTEXTILE FABRIC, OSS FF TO
THE TOP OF STAKES AND CROSS SPACINGS.
r -r
,p°• GRATED INLET
r
GEOTEXTILE FAI
INLET PROTECTION® TYPE A
INLET PROTECTION, II .: :•
INSTALLED(CAN BE ON ANY INLET TYPE)
TEXTILE FABRIC,TYPE FF
_— ... "•.. AND CROSS BRACING
GEOTEXTILE FABI
GENERAL NOTES:
FABRIC SHALL BE REPLACED AT THE ENGINEERS DISCRETION.
THE WOOD SHALT. NOT BLOCK THE ENTIRE HEIGHT OF THE CURB BOX,,
MANUFACTURED ALTERNATIVES APPROVED AND LISTED ON THE
DEPARTMENT'S EROSION CONTROL PRODUCT ACCEPTIBILITY LIST MAY BE
SUBSTITUTED.
2' WHEN REMOVING OR MAINTAINING INLET PROTECTION. CARE SHALL. BE TAKEN
SO THAT THE SEDIMENT TRAPPED ON THE GEOTEXTILE FABRIC DOES NOT
FALL INTO THE INLET. ANY MATERIAL FALLING INTO THE INLET SHALL BE
REMOVED IMMEDIATELY.
Q FABRIC SIZE SHALL BE B" (MIN) GREATER ON ALL SIDES OF THE INLET COVER
TO PROVIDE A HAND HOLD WHEN MAINTENANCE OR REMOVAL IS REOUIRED.
�}2, FOR INLET PROTECTION, TYPE C, WITH A CURB BOX. AN ADDITMNAL
!B" OF FABRIC IS WRAPPED AROUND THE WOOD AND SECURED WITH STAPLES.
J WITH OR WITHOUT GRATE
WOOD 2" x 4"EXTENDS S"BEYOND GRATE
WIDTH ON BOTH SIDES, LENGTH VARIES
aw_lllmvll
STAKES DRIVEN FLUSH WHEN
SOIL CONDITIONS PERMITS
--- 6'-O'±
—DIRECTION
OF FLOW
iii 1- EXISTING GROUND
It?
VV— BATTER STAKES IN OPPOSITE DIRECTIONS (TYPICALt
FRONT ELEVATION
WHEN EXISTING GROUND SLOPES AWAY FROM FILL SLOPE
EROSION BALES FOR SHEET FLOW
FILL SLOPE
4' NOV.
WOOD STAKES Dt PER BALE)
NO"AL 2' X 2' X 30' WIN,
LENGTH OR EOUVALENT Ys
�— 7' NOM
STAKES DRIVEN FLUSH WHEN
SOIL CONDITIONS PERMITS
It IT 7, 1 -
t P* ��t L
Off ^It Z '\(J4 '.'
If I "��\ � 7
IT
If t IT It
v 11 11
v 14 v
FRONT ELEVATION
GENERAL NOTES
DETAILS OF CONSTRUCTION. MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS [)HAWING
SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS
AND THE APPLICABLE SPECIAL PROVMIONS.
NOTE:
ALL DIMENSIONS
ARE APPROXIMATE
POTENTIAL. SCOUR AREA
FUSE EROSION MAT OR OTHER
DEVICE WHEN DIRECTED BY THE ENGINEER,
FOR SCOUR PROTECTION USE:
EROSION VAT FOR CHANNEL LIGNG,
LAP MAT UNDER UPSTREAM BALES
AND SECURE FABRIC WITH WOOD STAKE$,
AT 3-FOOT INTERVALS,
STAGGER JOINTS BETWEEN
ROWS OF BALES,
TO BE S:MII AD TO CHANNEL
PLAN VIEW FLOW Di -TAIL.
EROSION BALES WHEN ALTERING
STAGGER JOINTS WITH A COUPLE POW, THE DIRECTION OF FLOW
�71� 1 -
607TOM ELEVATION OF END BALE SHALL
it I- --- BE EOUAL TO OR GREATER THAN TOP OF
U LOWEST MIDDLE BALE.
14
_ _ — _ — _ — ROADWAY
ii
SHOULDER _ m
0
JT
MSLOPE
4
INSLOPE
**GEOTEXTILE FABRIC
APPLICATIONPLAN VIEW
TYPICAL OF
WOOD POSTS(
LENGTH 4'-0'
2'-0' MIN, DEP
IN CROUND
GEOT
FABF
NOTE: ADDITIONAL POST DEPTH OI
MAY BE REQUIRED IN U4ST„u4c .,"."
SILT FENCE
TT
INSLOPE
I. LNSLOPE
T T I;] DITCH DIKE
INjSLOP�E 1[T
L
INSLOPE
- — - — - ----ROADWAY ----ROADWAY
M7z C mT
t i
SITUATION i SITUATION 2
PLAN VIEW
SILT FENCE AT MEDIAN SURFACE DRAINS
HOST SPACING ALLOWED IF A
I GEOTEXTILE FABRIC IS USED.
GEOTEXTILE
FABRIC
Flow BECTON (2}
`� t
EXCESS
FABRIC
GENERAL NOTES
DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO
THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND
APPLICABLE SPECIAL PROVISIONS.
(}i HORIZONTAL BRACE REQUIRED WITH 2' X 4' WOODEN FRAME OR EQUIVALENT
AT TOP OF POSTS.
TRENCH SHALL BE A MINIMUM OF 4' WIDE S 6' DEEP TO BURY
AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT
TRENCH AND BACKF;LL 6 COMPACT TRENCH WITH EXCAVATED SML.
Q WOOD POSTS SHALL BE A MINIMUM SIZE OF P/A" X I!/s' OF OAK OR HICKORY,
Q SILT FENCE TO EXTEND ACROSS THE TOP OF THE PIPE.
TIEBACK BETWEEN
POST' AND ANCHOR
/ E.TE
F
FENCE
FLOW DIRECTION
ANCHOR STAKE
R% 18" LONG
SILT FENCE TIE BACK
(WHEN REQUIRED BY THE ENGINEER)
METAL APRON ENDWALLS
PIPE
M THICK.
DIMENSIONS
anchesl-
—
APPROX *
DIA.
Onche
L
Ll L2 w
SLOPE
EDDY
STEEL
ALUM.
ONLY
an (mkxj (in
(D an
12
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6
S
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A
END CC
PLATE
7,' DIA. HOLES f
BOLTS OR RIVET
12" C-C MAX. SP,
$1
X EXCEPT CENTER PANEL
SEE GENERAL NOTES
I— DI A' -1
END VIEW
REINFORCED
EDGE (SEE
SECTION A -A)
END CORNER PLATES MAY
BE FASTENED TO APRON
PROPER BY BOLTS. RIVETS,
- OR RESISTANCE SPOT
WELDS WHICH WILL HOLD
THE SURFACES TIGHTLY
TOGETHER
REINFORCED CONCRETE APRON ENDWALLS
PIPE
Unches)
ARM=
A
T
T B c 0 E G
SLOPE
IZ
2
4
24
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2
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"To
TOE PLATE (SAME THICKNESS
AND METAL AS APRONISHALL
BE FURNISHED WHEN CALLED
FOR ON THE PLANS
OPTIONAL
DESIGN
1112"
T
*MN'.MuM
**MAXIMUM
D
mim
END VIEW
E
I
END ON OUTLET END SECTION
SHOULDER
N
-GROOVED
TONGUE END ON INLET END SECTION
LOPE
L
CULVERT
SLOPE
SLOPE
T
MEASURED LENGTH
OF CULVERT (TO--___tE
END SECTION
DA.
NEAREST FOOT)
BAR OR STEEL FABRIC T
A
FLOW
LINE
REINFORCEMENT
LONGITUDINAL SECTION
SIDE
ELEVATION
CONCRETE ENDWALLS
METAL
ENDWALLS
r WVF_ 12 GA. (0.109'
TH7CKT GALVANIZED STRAP
WITH STANDARD 6- A
BAND BOLT AND NUT
THREADED 7,' Olk ROD PIPE
AROUND CULVERT & THROUGH CONNECTOR
TANK TYPE CONNECTOR LUG LUG
OR ALTERNATE CONNECTOR
STRAP ISEE DETAIL)
MEASURED LENGTH
OF CULVERT
TYPE I
FOR 12" TKRU 24' CORR. PIPE
THREADED Y," DIA. ROD
LUGS TO BE RIVETED
OVER TOP OF APRON.S"' BE ROD HOLDER
APRON MEASURED LENGTH
OF CULVERT
TYPE 2
FOR 30' THIRD 96' CORR, PIPE
MEASURED LENGTH
OF CULVERT —
BAND
CONNECTOR,;
SECTION
CONNECTOR SECTION `"____RIVETED OR
TO BE PAID FOR AS f BOLTED
PART OF END SECTION
TYPE 3
FOR 42' T14RU 96" CORR. PIPE
DIMPLED OR CORRUGATED
COUPLING BAND�� 2 A 6.
]
BAND BOLTS
RIVETED OR BOLTED AT
D:MPLES B` C-C FOR MEASURED
CORRUGATED SANDI -LENGTH
C
OF CULVERT
TYPE 5
ALTERNATE FOR:
ALL SIZES CORRUGATED CIRCULAR PRE
NOTE: DIMPLED BAND FITS OVER OUTSIDE OF ENDWALL.
AND CORRUGATED BAND FITS NODE ENDWALL.
DIMPLED BAND MAY BE USED WITH HELICALLY
CORRUGATED PPE.
FOR CIRCUMFERENTIALLY CORRUGATED PIPE USE
ENDWALL CONNECTION DETAILS L 2.3 OR 5
AS APPLICABLE,
FOR HELICALLY CORRUGATED PPE USE ENDWALL
CONNECTION DETAILS L 2 OR 5,
FOR HELICALLY CORRUGATED PIPES WITH TWO
CIRCUMFERENUAL CORRUGATIONS AT EACH END
USE ENDWALL CONNECTION DETAILS L 2 OR 3,
CONNECTION DETAILS
0.109' THICK GALV. STEEL OR
0.109' THICK ALUMINUM
APRON 3/s' DIA, RIVETS SPACED
SIDEWALL4, a 6" C-C
SHEET r O.D. X 0.079` THICK GALY.
STEEL OR 0,075' THICK ALUM.
TUBING SLIPPED OVER SHEET
AND RIVETS PRIOR TO FABRI-
CATION OF THE END SECTION
DIA. X 'lz- GALV. STEEL OR
ALUKUSUTTONHFAD RIVETS
SPACED AT 6' C-C. OVER -
LENGTH OF RIVET = 038"
L2 (D R. %- R. OUTSIDE OF APRON
SIDEWALL SHEET
EDGE OF SIDEWALL SHEET MINIMUM Y,- DIA. DALY. STEEL ROD
—ROLLED SNUGLY ACANST —
_—F OR N0.4 GALV,RENFORCING BAR
STEEL ROD 40'/,aL So 0 X
L
1410=11=0111m
DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON
THIS DRAWING SMALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE
STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS.
CONCRETE CULVERT ENDWALLS WAY NOT BE USED WITH GALVANIZED STEEL
OR ALUMINUM CULVERT PIPE OR VISE VERSA, GALVANIZED STEEL OR
ALUMINUM ENDWALLS SHALL NORMALLY BE INSTALLED ON CULVERT PPE
OF THE SAVE METAL.
ALL THREE PIECE STEEL APRON ENDWALLS FOR 60' DIAMETER PIPE AND
LARGER SHALL HAVE BAGS' SIDES AND 0.138' CENTER PANELS. ALL
THREE PIECE ALUMINUM APRON ENDWALLS FOR 60' DIAMETER PIPE AND
LARGER SHALL HAVE 0.105' SIDES AND GAZA' CENTER PANELS. THE WIDTH
OF CENTER PANELS SHALL BE GREATER THAN 20 PERCENT OF THE PIPE
PERNETER,
LAP SEAMS SHALL BE TIGHTLY JOINED By GALVANIZED RIVETS OR BOLTS
FOR STEEL UNITS AND ALUMINUM RIVETS AND BOLTS FOR ALUMINUM UNITS.
FOR THE 60' THROUGH 96' DIAMETER APRON ENDWALL SIZES. THE REINFORCED
EDGES AND CENTER PANEL SEAMS SHALL BE FURTHER REINFORCED WITH
GALVANIZED STEEL OR ALUMNUM STIFFENER ANGLES. THE ANGLES SHALL BE
ATTACHED BY GALVANIZED NUTS AND BOLTS FOR STEEL UNITS AND ALUMINUM
NUTS AND BOLTS FOR ALUMINUM UNITS.
WHERE TWO OR MORE PIPES WITH APRON ENDWALLS ARE LAID ADJACENT
TO EACH OTHER, THEY SHALL BE SEPARATED BY A DISTANCE SUFFICIENT
TO PROVIDE A MINIMUM CLEARANCE OF 6 INCHES BETWEEN APRON ENDWALLS.
0) FOR PIPE SIZES UP TO 60' DIAMETER, A 180' ROLLED EDGE MAY BE USED
INSTEAD OF STEEL ROD REINFORCEMENT. SEE SECTION A -A.
97piqw-11mal
f-� 24
4' WIN,
THREADED
I— r TIE
HEX NUT
CUT
2" VIN,
THREADED
i-
X100,1011affil
F` DIA„
HOLE
(TONGUE & GROOVE PIPE)
(D (D r Ga.
ROLE
0
L2- E
ROTATE 90° FOR
NORMAL POSITION
WELDED EYE BOLT' OR
APPROVED EQUAL
OPTIONAL CAP
Q) INSERT, CAST -IN -PLACE
/- DURING FABRICATION FOR
I' DA. EYE BOLT —
(CAST -IN -PLACE THREADED INSERT)
LONGITUDINAL SECTIONS
PIPE SIZE
I L - LENGTH
TONGUE &
I GROOVE PIPE
MODIFIED
BELL FREE
13' TO 24-
4 ''lz-
S 1A.
30"
51
7'
36"
5
7'
42-
4V
60"
7
66"
a,
27%
(MODIFIED BELL PIPE}
LONGITUDINAL SECTION
24'
4' MIN
THREAD
X7
L MI% -7
hFN. 2' MIN.
I' DIZ-7 THREADED Y,' K41% kfl% EYE BOLT
NOTE: MIN.
OPTIONAL CUT WASHER HEX NUT CUT 7WASHE I
CAP TWO EYE BOLTS WAY BE USER �R THREADED
A 30" LONG THREADED RCD 14 LIEU HEX NUT
OF THE 90* SENT TIE ROD. - WITH 17
EYE BOLT EYE BOLT AND TIE ROD
(JOINT TIES FOR 18" TO 66" DIA. CONCRETE PIPE(
EYE BOLT AND TIE ROD ASSEMBLY (ALTERNATE NO. 2)
GENERAL NOTES
CONCRETE CULVERT PIPE SHALL BE TIED TOGETHER IN THE MANNER ILLUSTRATED BY THIS DETAIL AT
LOCATIONS DESIGNATED ON THE PLAN. THE CONTRACTOR MAY USE EITHER ALTERNATE L 2 OR 3 FOR
DRAINAGE STRUCTURES. ONLY ALTERNATE LAND 3 WAY BE USED FOR CATTLE PASSES, UNLESS OTHER-
WISE STATED IN THE CONTRACT THE MATERIALS. FABRICATION AND WORK NECESSARY TO TE CULVERT
PIPE AS NOICTED ON THE PLANS AND BY THIS DETAIL WILL BE CONSIDERED INCIDENTAL TO CILVERT
PIPE, REINFORCED CONCRETE CULVERT PIPE, OR REINFORCED CONCRETE PRE CATTLE PASS..
DETAILED DRAWINGS FOR PROPOSED ALTERNATE DESIGNS FOR JOINT TIES SHALL BE SUBMITTED To THE
ENGINEER FCR APPROVAL,
Q CE OF TONGUE AND GROOVE OR BELL AND SPIGOT JOINTS-
2' MIN THE INSIDE OF THE THREADED INSERTS SHALL BE CLEAN TO ALLOW THE INSERTION OF THREADED EYE
PREADic BOLTS.
1 �lj
44 HOLES SHALL BE CAST -IN -PLACE ON STILLED 12" FROM Q; OF TONGUE AND GROOVE,
BOLT PROJECTION INSIDE OF PIPE SHALL NOT EXCEED 2".
ROD DIAMETER I INCH.
({'i} LENGTH ADEQUATE TO EXTEND TO WITHIN '/A INCH OF THE INNER SURFACE OF THE PPE,
ADJUSTABLE TIE ROD TABLE
PIPE
TIE ROD
L)
N
DIAMETER
DIAMETER
12-60
SA
5
%z
66-84
Y.
Y, 5
/T
90-108
t
x 7
1[ Y,
DIMENSIONS SHOWN ARE IN INCHES
Ll
D D
TAPERED PLAIN
RIGHT AND LEFT THREADS
SLEEVE NUTS
10 o Y" —
2 �/,' MIN.
THREADED
SLEEVE 'UTS
4
2- 12-
PLACEMENT OF QICASI-N-PLACE
INSERTS OR HOLES DURING FABRICATION
FOR PIPE SECTIONS REQUIRING TIE RODS
TRANSVERSE SECTION
FILL WITH MORTAR
0
LONGITUDINAL SECTION
(JOINT TIES FOR 12" TO 108" DIA. CONCRETE PIPE)
ADJUSTABLE TIE ROD (ALTERNATE NO. 3)
THROUGH HIGHWAY
150' 200' (TYPE BD�``\ t5'
100' (TYPE BE) 15' 1+-
it
R21
13'
10:1 TAPER
THIS CONTROL LIVE IS ESTABLISHED
BY A 10:1 TAPER EXTENDED FROM
THE BACK OF THE CURB END LOCATED
FARTHEST FROM THE THROUGH HIGHWAY.
TYPE "BP' AND "B2"
i !
1. m,
DESIGNS MAY BE USED INTERCHANGEABLY IN COMBINATION OR SEPARATELY FOR ANY
ONE COMPLETE INTERSECTION DEPENDING UPON INTERSECTION ANGLE AND SURFACING
OF EACH APPROACH ROADWAY.
SIDE ROAD SURFACING NOTE
WHEN THE SIDE ROAD IS NOT PRESENTLY PAVED, PAVEMENT SHALL. BE PLACED T'0
THE LIMITS SHOWN UNLESS OTHERWISE PROVIDED IN THE. CONTRACT. WHERE THE
CONSTRUCTION LIMITS ARE BEYOND THE PAYING LIMITS.CRUSHED AGGREGATE SURFACING
SHALL BE PLACED BETWEEN THE PAVING LIMITS AND CONSTRUCTION LIMITS.
WHEN THE SIDE ROAD IS PRESENTLY PAVED. NEW PAVEMENT SHALL BE PLACED TO
THE LIMITS OF DESIGN AS SHOWN AND BEYOND, IF NECESSARY, TO MEET EXISTING
PAVEMENT.
WHEN THE SIDE ROAD IS THE CONSTRUCTION PROJECT, THE INTERSECTION SURFACING
SHALL BE THE SAME AS FOR THE PROJECT.
//' EXISTING SUP.FACE
100•
*CONCRETE CURB & GUTTER 36% TAPER CURB HEIGHT
0" TO 6" IN 10'-0" LENGTH AT ENDS OF CURB & GUTTER
SECTIONS. WHEN SPECIFIED ELSEWHERE IN THE CONTRACT,
PROVIDE CURB OPENING AND FLUME.
(D to- TYPICAL RADII DIMENSIONS FOR TYPES
d 12' (TYPE BIT "B". W". "C' AND "D" INTERSECTIONS
a' (TYPE B21 EXCEPT ON
RESURFACING PROJECTS
WHERE A HY WIDTH MAY
BE. USED WHEN SPECIFIED IN
THE CONTRACT OR DIRECTED
BY T14E ENGINEER,
0
m G--TO
71-80
TO
41
9ttap55
101-110
THROUGH
HIGHWAY
iJ HIGHWGH
I2' "" SHOULDER
I LANE BYPASS 3 FI' PAVED)
WIDTH LANE
i
Q
j PAVED WIDTH
SECTION A —A
(SHOWING BYPASS LANE AND SHOULEERS
THROUGH HIGHWAY
m
R SHOULDER WIDTH
OR 5' MTL
IOU TAPER
THIS CONTROL LINE IS ESTABLISHED
BY A 10:1 TAPER EXTENDED FROM
THE. P.C. LOCATED FARTHEST FROM
THROUGH HIGHWAY,
RMtN MFINLvtl4 1> I" lUNUMt"C Y'AYLMtNA„=t >UU U 4 R,-1 J�--
FOR PC CONCRETE CONSTRUCTION JOINT LOCATION.THIS DIUENSION IS !1-FOOT OF PC CONCRETE PAVEMENT]- WHEN MAfNINE 6PC CONCPETE PAVEMENT.
TEE INTERSECTION BYPASS LANE DETAIL
THROUGH HIGHWAY
00
I0:1
um
THIS CONTROL LINE IS ESTABLISHED
BY A 10:1 TAPER EXTENDED FROM —._.
THE BACK OF THE CURB END LOCATED
FARTHEST FROM THE THROUGH HIGHWAY.
TYPE "C"
—1ggg''''''1���5'
15' I
C
r
mlq
f
13
%i
4 X
Rt
W = SHOULDER WIDTH
OR 5'MN.
NOTE:
TYPE ""6" INTERSECTION IS
A TYPE "C" INTERSECTION
WITH CURB & GUTTER
i
OF STRUCTURE
ABUTMENT�
FACE
OUTER EDGE OF
SILPERST RUCTUPE,
A
I
BQTTCM EDGE GF
SLOPE PAVING
VARIASi.E - E'-O- Y;N.
Gam---- BLEND'KITHCUTER EDGE C,
ADJACENT EMBANKMENT SUPERSTRUCTURE
FLAY' TO IDOSSLOPE FLAT TO !00:ISLCPE
- - -- ----- -
F CuNDAT—7, 7, . :7
iON SYVYETPICAL 48CUT
ldluslffolm�-
LACi
DO
FACE
PERM OR STRAIGHT SLOPE (D
F,LNO140
ALTERNATE CROSS SECTION
GENERAL NOTES
DETAILS CF CCNSTRUCTICI4. MATERNLO AND WC$KIIANSFP NOT SHOWN CN
THIS DRAWING $HALL CONFORM TO THE PERTNINI PEQUIRENVTFS OF THE
STANDARD SPECIFICATIONS AND THE APPLICABLE SPECAL
!OCC FORMS MAY BE LEFT IN PLACE WHEN OF A GUAILTY ACCEPTABLE TO
H� PIONEER,
(D UMFNSIONS, StOPEO AND SLOPE LlYiTS ARE DETA'LED ON THE SrPUTUP-- PLANS.
Q MATCH EXIST ING FIN'SH OR FINGH AS SHOWN ELSFAWERE IN TH, C-4TRACT,
W!DTH CD --
CT)
S.D.D. 12 A 2-3
GENERAL NOTES
TW
NAME PLATES TO BE NSTALLEO ON BRIDGES, CULVERTS, AND RETAINING WALLS SHALL
CONFORM TO THE REOU!REMENTS OF SECTION 5062„4 OF THE STANDARD SPECIFICATIONS.
THE BRIDGE NUMBER AND YEAR BUILT SHOWN ON THIS DRAWING ARE EXAMPLES
ON$Y„ SEE CONSTRUCTION PLANS FOR INDIVIDUAL NUMBERING AND YEAR BURT>
EPDXY RESIN SHALL BEFROM MANUFACTURER AND USED IN ACCORDANCE
EMANUFACTURER'S OMMANDAAPPROVED
OF
I S C O N S N
` � �
"" CONSTTRUCTION OF AN EXISTING STRUCTURE SHOULD USE THE GATE OF ORIGINAL STRUCTURE
_._STATE
i
DEPARTMENT
OF
TRANSPORTATION
,�
~
®
WHEN THE PLATE IS
ATTACHED TO METAL,
DELETE THE ANCHOR
,q
a`
LUGS AND DRILL A
F�i
9/IU i HOLE.
°
BUILT
2001�
;.
�-
TYPICAL NAME PLATE
IBROCES, CULVERTS, AND RETAINING WALLS!
SECTION A -A
FOR MUL.TI-UNIT STRUCTURES
LINE 3 ABOVE SHALL READ
B BRIDGE UNIT NQ, FOR MULTIPLE
-- C = CULVERT UNIT BRIDGE
R = RETAINING WALL t ADHERE ANCHOR L
PRECAST RETAtN!N;
WITH EPDXY RESIN
COUNTY NQ. BRIDGE NO. F--
7
ALTERNATE LUG
IFOR ATTACHMENT TO PRECAST STRUCTURES>
I
GROOVES AT IS, C-C ! r
CONTINUOUS FOR LENGTH OF SHOULDER
PLAN VIEW
SVOULDER WITH GROOVES
CONCRETE PAVEMENT
r-4-
I
STRIP
OF TRAVELED WAY
-7
2'-6" RT, SHOULDER
6- MIN, MEDIAN SHOULDER
A
7- ! -/,'
PLAN VIEW
(SINGLE GROOVE)
RIGHT SHOULDER
SECTION VIEW
CONCRETE PAVEMENT EXTENDS INTO RIGHT SHOULDEN
WAY
OR CONCRETE PAVEMENT
SECTION VIEW
TYPICAL LOCATIONS OF ASPHALTIC SHOULDER RUMBLE STRIPS
IN RURAL DIVIDED HIGHWAYS
(ONE ROADWAY IS SHOWN)
DETAILS OF CONSTRUCTION SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT
REOUIREMVNTS OF THE STANDARD SPECIFICATIONS AND APPLICABLE SPECIAL PROVISIONS,
00 HOT INSTALL RUMBLE STEPS ACROSS SIDE ROAD INTERSECTIONS. COMMERCIAL DRnfEWAYS
OR ADJACENT TO RIGHT TURN LANES,LEFT TURN LANES OR TURN LANE TAPERS.THE ATTACKS
STANDARD DETAIL DRAWING SHOWS THE LOCATION OF THE RUMBLE STRIPS AT INTERCHANGE AREAS.
(D2'-6' FOR MEDIAN SHOULDERS THAT HAVE A PAVED WIDTH OF S'-O" OR MORE.
711SC)JSGF
1��
TYPICAL VERTICAL VARIATION
BETWEEN PEAKS AGO VALLEYS
WITHIN THE CUT APPROXIMATELY
12' t R--�
BEGIN OUTSIDE SHOULDER
MUMbLt ?OMA6 rmi ZLA1,. UVKt
------- ---------- _________yam________ � ________ _.._______ ________c�a.___�.___— _________ _________
CkI81RIIIfIEIlIII11191iElI({111111@Ililll4
SIC, OUT',DE SHOULDER, RUMBLE
S b'R,P AT BE.CIItFl;NG OrTAPER
NO `E.
ARROW SYVB0.
SHOWS DIRECTION OF TRAVD-
RAMP AND GORESTRIP
FRY$ICAL GC.RE
S2°
FRCV T"'p-R fN,%
�
NO RUMBLE STR'P ON EXIT, DIRECTIONAL. OR ENTRANCE RAMPS. EXCEPT
NEAR THE ENTRANCE TAPER END AS SHOWN,
PAVEMENT MARKING DETAILS AND SPECIFICATIONS ARE PROVIDED ELSEWHERE
IN THE CONTRACT.
f? fiUMEC. E'. 57ft'.P o0U f'.I
SAPT,R SND AT
12 FT. LAN; N:fj? 4
i
PAVEMENT SURFACE
L7
,- cv [? 12"
�W
OPTIONAL KEYWAY—
ZE
f
4 NO. 4 TIE BAR ----/ ' 0' ^u
APPROXIMATE
° Ca 4;1 SLOPE �y
} FIRST POI
NEW
CONCRETE
`` PAVEMENT
i
EXISTING
CONCRETE
PAVEMENT
PLAN VIEW\
'T'
POSITON OF TIE. BAR DURING FIRST
POSH OF CONCRETE PAVEMENT
(WITH KEYWAY)
(WITHOUT KEYWAY)
" C+
4
SECOND POUR
NO.6 TIE BARS
SPACED 3'-O"C-C,
INSTALLED ON 6:1 SKEW
HORIZONTALLY. DIRECTION
OF SKEW ALTERNATING AFTER
EVERY ONE OR TWO BARS.
THE HOLE FOR THE BAR SMALL
BE DRILLED TO A DEPTH OF
7" AND TO SUCH A DIAMETER
AS TO PROVIDE A TIGHT
DRIVEN FIT.
EXIST. CONC.
PAVEMENT
PAVEMENT SURFACE
a
4
4A A 4
U
4%
C
A
�
c
� 'O
4 U
A
�y c0
NO.4 TIE BAR '
a
4
A
A
4 A
4
4
SAW CUT
GROOVE 'G'
i
1
0"MIN.
PARTING '/e"MAX.
STRP
WIDTH
Ir
20 MIL. POLYETHYLENE
PLASTIC PARTING STRIP
101 �%fi t ➢
PAVEMENT
THICKNESS
,T,
CLEAR DEPTH
'D'
;22
BAR
"
PARTING
STRIP
WIDTH
W.
DTH
93T3011
30^
6.6 f2`
3°�'/z"'
2"
2"
7, 7 %
3 '/<"ir
6'"
2 I/� ^
8.8 �i'
3 -y'4"s1"
0"
2
9" 9 fz"
4 ''/e'ti"
3"
33"
27'
3"
10, 10 ''/i'
4 34"f C'
3 'A'.
30"
24"
3
14 [I'fz"
S °/<'zi"
3 $4"
27"
21"
3
]2"
S _y4"21"
4
24'"
21"
4,"
'S' =SPACING
➢i LONGITUDINAL SAWED,
FORMED, OR ! t
i) CONSTRUCTION JOINT UU
I! 4)
jII` 11U
, TRANSVERSE
III TIE BARS II
U
SEE OETAfL 'S'
PAVEMENT SURFACE
P
4
A
A
+:1
A
A
4
A
4 ' '—ND>4 TIE BAR
Ca
4
4 ^ U 4 A
i
GENERAL NOTES
DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE
PERTINENT REOUREMENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE
SPECIAL. PROVISIONS.
DETAILS "A" AND "S" ARE EQUAL ALTERNATES UNLESS OTHERWISE SPECIFIED IN
THE CONTRACT.
LONGITUDINAL JOINTS SHALL NOT BE SEALED OR FILLED,
TIE BAR SPACINGS ARE VALID MY FOR PAVEMENT WIDTHS IN THE TABLE. FOR
WIDER PAVEMENTS, TIED CONCRETE SHOULDERS OR RAMPS" THE TE BAR
SPACING SHALL BE AS SHOWN ON THE PLANS.
TRAVELED WAY
AND PAVEMENT
� Q
30"-O" PAVED WIDTH
I
-_ 3°-0" 24'-D" TRAVELED WAY 3'-0"
PAVED ` 4 LONGITUDINAL PAVED
SHOULDER JOINT -__SHOULDER
SECTION A -A Q
TWO-LANE TWO-WAY HIGHWAY
EDGE OF PAVEMENT 3.
TWO LANE HIGHWAY .�
i
EDGE OF _.. EDGE OF
PAVEMENT TRAVELE
:DIAN EDGE OF PAVEMENT
VIDED HIGHWAY i
SEE. TABLE FOR JOINT SPACING
4 T*
CONTRACTION JOINT LOCATIONS
TRAVELED WAY
rL
--- 26'-0
" PAYED WIDTH c-
I
24'-0" TRAVELED WAY
MEDIAN LONGITUDINAL
JDINT AND
SHOULDER `� CROWN LINEf�
SECTION A -A
Q
26'-0" PAVED WIDTH------
24'-0" TRAVELED WAY
MEDIAN LONGITUDINAL CROWN LID E
SHWLDER^'` JOINT i
PAVEMENT
DOWEL BAR
CCOONTTRACTION
DEPTH
DIAMETER
SPACING
.�
9 °(y" OR LESS
.IA
I7Te"
,_ 15, _
MORE THAN 9 $°i'%2
16'
GENERAL NOTES
DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM
TO THE STANDARD SPECFICATIONS AND SPECIAL PROVISIONS.
CONTRACTION JOINTS
CONTRACTION JOINTS MAY BE SKEWED 1:6 WITH THE CENTERLINE OR BE NORMAL
TO THE CENTERLINE. THE LOCATION OF CONTRACTION JOINTS THRU INTERSECTIONS
SHALL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
CONTRACTION JOINTS SHALL NOT BE SEALED OR FILLED.
DOWEL BARS SHALL BE PARALLEL TO THE. PAVEMENT CENTERLINE AND SURFACE..
CONSTRUCT104 JOINTS
CONSTRUCTION DINTS SHALL BE A WNIMUM OF 4 FEET FROM THE NEAREST
CONTRACTION J01NT AND ALIGNED EITHER PARALLEL TO THE CONTRACTION
JOINTS OR AT 90° 70 THE CENTERLNE.
TIE BARS MAY BE INSERTED THROUGH THE HEADER BOARD AFTER THE
CONCRETE HAS BEEN POURED.
(Dt ALTERNATIVE DESIGNS OF THE DOWEL ASSEMBLY MAY BE USED WHEN APPROVED
BY THE ENGINEER. MECHANICAL. DOWEL BAR IMPLANTERS MAY BE USED INSTEAD
OF DOWEL ASSEMBLIES.
Q2 REFER TO TYPICAL CROSS SECTIONS FOR ADDITIONAL DETAILS.
(3} THE ENTIRE PAVED WIDTH INCLUDING THE PORTIONLS) LABELED PAVED SHOULDER
WILL BE MEASURED AS CONCRETE PAVEMENT.
(4� 2'-0" DIVIDED HIGHWAYS
T-O"TWO-LANE TWO-WAY HIGHWAYS
SEE SECTION A -A
Q DOWEL BARS SHALL BE ANCHORED INTO DRILL HOLES WITH AN APPROVED EPDXY
GROUT.
Q THE FREE END OF DOWEL BARS SHALL RECEIVE A THIN UNIFORM COATING
OF BOND BREAKING GREASE.
G1T DOWEL BARS INSTALLED BY DRILLING SHALL BE SPACED P-3- ON CENTER. THE
GROUPING OF DOWEL. BARS SHALL BE CENTERED INSIDE THE SLAB BASED ON ALL
THE FOLLOWING SITUATIONS. -
BETWEEN TY.E EDGES OF PAVEMENTS WITHOUT LONGITUDINAL JOINTS OR
BETWEEN THE EDGE OF PAVEMENT AND NEAREST LONGITUDINAL. JOINT OR
BETWEEN TWO ADJACENT LONGITUOINAL JOINTS.
THE CLEAR DISTANCE FROM THE EDGE OF PAVEMENT OR LONGITUDINAL JOINT
TO THE NEAR EDGE OF DOWEL BAR NEAREST THAT EDGE DR JOINT SHALL BE A
4.NWM DF 6 INCHES AND A MAXIMUM OF 14 INCHES.
ortwilfflimmum
,'S DOWELS 0 2"C-C FOR I5'PAVED WIDTH
PLAN VIEW
(NORMALSIDE VIEW
12 DOWELS ® 12' C-C FOR 1z'PAVED WIDTH
I4 DOWELS ® f2" C-C FOR 14'PAVED WIDTH
I5 DOWELS C 2' C-C FOR 15'PAVED WIDTH
PLAN VIEW
(SKEWED)
Q
CONTRACTION JOINT DOWEL
ASSEMBLY
,, SEE 4INT DETA°.L
s
ml
Fy 5" FROM PAVEMENT EDGE--�
(SEE SIZE TABLET p p^
D •
a v
DOWELED CONTRACTION JOINT
EDGE OF .
PAVEMENT
z4° �
ir
w
z
i
NO. G BARS
p n R I2" C- C-C 6 6" FROM
PAVEMENT EDGE
CONSTRUCTION JOINT
11/y" DIA. X 19" DOWEL BARS
ANCHORED INTO EXISTING PANT.
(SEE NOTE 5)
a/4> �/4'" RAMS
'TOOLED)
TE)QR� NEW
«TO RANT.N /
f
10. a
a 4
P "
GREASE END OF PAR
X 9" DRILL Hp_E MEE NOTE 6)
TRANSVERSE CONTRACTION JOINTS ABUTTING
EXISTING PAVEMENT
DOWEL BAR DETAIL
Al
A
GENERAL NOTES
DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING
SHALL CONFORM TO THE PERTINENT REOUREMENTS OF THE STANDARD SPECIFICATIONS.
AND THE APPLICABLE SPECIAL PROVISIONS.
(1 W6 X 4 OR W6 X B.S STEEL POSTS AND NOTCHED PLASTIC BLACKOUTS ARE
ACCEPTABLE ALTERNATIVES FOR 6' X 8" WOOD POSTS WITH WOOD OR PLASTIC
BLOCKOUTS.USE APPROVED NOTCHED PLASTIC BLACKOUTS WITH STEEL POSTS.
00 NOT WX STEEL POSTS AND WOOD POSTS IN A SINGLE INSTALLATION.
(�}2 USE STRUCTURAL. STEEL POSTS CONFORMING TO AASHTO MI83.GALVANIZE
ACCORDING TO AASHTO M ULEITHER SET THE POSTS IN DRILLED HOLES OR DRIVE
TO GRADE,REMOVE MUSHROOMING CAUSED BY DRIVING AND REPAIR DAMAGED
� SPELTER COATING ON GALVANIZED POSTS.
INSTALL STEEL POSTS WITH HOLES ON APPROACHING TRAFFIC SIDE.
USE EITHER WOOD OR APPROVED PLASTIC BLACKOUTS ON WOOD POSTS.
WHEN SPECIFIED IN THE PLANS. THE 2-FOOT MINIMUM TO HINGE POINT MAY
BE REDUCED OR ELIMINATED IF EXISTING CONDITIONS DO NOT PERMIT
THE DESIRABLE EARTHWORK.
INCREASE POST LENGTH TO PROVIDE A MINIMUM EMBEDMENT OF 3"-6" IF THE
SHOULDER HINGE POINT IS LOCATED IN FRONT OF THE POST.
6 IF ROCK IS ENCOUNTERED DURING EXCAVATION" THE ENGINEER MAY APPROVE
USING A 12 INCH DIAMETER POST HOLE EXTENDING 20 INCHES DEEP INTO THE ROCK.
PLACE GRANULAR MATERIAL. IN THE BOTTOM OF THE HOLE APPROXIMATELY 21/y
INCHES DEEP.CUT THE POSTS TO LENGTH AND PLACE IN YHE HOLE.BACKFILL WITH
MATERIAL EXCAVATED FROM THE HOLE AND COMPACT ADEOUATEY.
INSTALL BEAM GUARD SECTIONS AND ALL NECESSARY HARDWARE ACCORDING
TO THE APPLICABLE PLAN AND CURRENT STANDARD AND SUPPLEMENTAL SPECIFICATIONS.
ALL DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES EXCEPT
WHERE ALLOWABLE TOLERANCES ARE SHOWN.
IN
SHOULDER-,_„
HINGE POINT
:NORMAL SHOULDER
:—I-L04 GALVANIZED NAfL
—6" X 8" X P-2" WOOD OR PLASTIC BLOCKOUT
P
HOLE
POST
T.
7"
i I
i
T�✓�F
�I I
END VIEW
LOCATED ALONG A �ROADWAY
9m
SHOULDER
/e'
2'-3Y4"
— II POST BOLT
B" x 6" x L°-2" NOTCHED
PLASTIC BLACKOUT
II it
(1 POST
T B
PO�t
ST
3'-6"
MN, ii If
8 6
END VIEW
STEEL POST 8 NOTCHED
PLASTIC BLOCKOUT ALTERNATIVE
TYPICAL
FILL WITH
GRANULAR
"A. II II MATERIAL
441/Z- MIN. fir14'„' 20' MNIMUM EMBEDMENT IN
WHERE "A' \ ,p p �".�,
IS > 22" �411 Ifi fj SOLID ROCK SHORTENED
POST IS USEDD WHEEREE'A'
IS '—_ 22"
z^ Mix.
2" MT.
32"-
END VIEW
SETTING STEEL OR WOOD POST IN ROCK
—== �I•LOQ GALVANIZED NAIL.
6" X 8" X P-2" WOOD OR
HALE PLASTIC BLOCKOUT
%" PQST r/s.
BOLT
® T� CURB FACE OR FLOW LINE FLUSH
WITH OR BEHIND GUARD FACE
6• x 8"
V FAST
GUTTER TO PAV'T
HINGE POINT
I I
1 I
+ . t
Y'q" HOLE
%* POST
SOLT
(D 6" X 8_"
CURB TYPE SPECIFIED
ELSEWHERE IN THE CONTRACT
END VIEW
ALONG A CURBED
(•;•
MIN. I 1
t 1
END VIEW
GALVANIZED NAL
6" X 8" X P-2" WOOD
OR PLASTIC BLOCKOUT
gm
GUARD FACE SHALL
BE AS CLOSE TO FLOW
LINE AS POSSIBLE
's/a" HOLE, %" POST.. BOLT
tt1 't
t• t
Y"a" CIA
HOLE
i i 1 ' i
1 ♦ i
OPTIONAL. Is/5" OIA.
HOLE FOR HANDLINt:
DURING GALVANIZII
(ONE PERMITTED%
ik HOLE.
vil zCI" POST BOLT
mmi
DIRECTION OF TRAFFIC
PLAN VIEW
STEEL POST, NOTCHED
PLASTIC BLOCKOUT 6 BEAM
HOLES FOR
STEEL. PLAT
BEAM GUAR
CLASS "A"
STEEL POST &
HOLE PUNCHING DETAIL
tW6 X 9)(D
ALL HOLES 13/, " OIAMETER EXCEPT AS NOTED
r i i� •ii '�•
«A
0-61 OR 251-01
EFFECTIVE LENGTH OF BEAM
6'-3" C-C 61-31, C-C
POST SPACING pOST SPACING
FINISHED SHOULDER
DIRECTION OF
FRONT VIEW TRAFFIC
LLOBSTACLE �
DIRECTION OF
TRAFFIC
Y," x 2'1,'
POST SOL
FRONT VIEW
BEAM SPLICE AT WOOD POST
AND POST MOUNTING DETAIL
PLASTIC
SHOULDER
DIRECTION OF
I TRAFFIC
POST BOLT SLOT
I,/,'
BOLT SLOT
NRECTION
r TRAFFIC
FRONT VIEW
BEAM SPLICE AT STEEL POST
TYPICAL SPLICING DETAILS OF STEEL PLATE BEAM GUARD
BEAM GUARD
REFLECTOR
NO. SURFACES
MIN, NO.
LENGTH
LENGTH
SPACING
SPACING
REFLECTORIZED
REFLECTORS
ONE WAY
C
< 20 0
50°C-C
3
TRAFFIC
200�
100 C-C
TWO WAY
< 200�
25'C-C
I
TRAFFIC
) 200
50, C-C
I
TWO WAY
K 200'
50, C-C
20
3
TRAFFIC
> 200'
100, C -C
2
REFLECTOR
(POST BOLT MOLJNTk
z Y,
TYPE 'H*
REFLECTIVE
EETING
OVAL HOLE
X
OiRECT
GALVANIZED STEEL (0.089' MIN, BASE
OF
METAL
-
THTKNESSIOR POLYCARBONATE
PLASTIC (0.080' MN. TKCKNESS➢
JINE SIDED REFLECTOR DETAIL AND TYPICAL INSTALLATION Q
PROVIDE TYPE -W SILVER REFLECTIVE SHEETING ON ALL REFLECTORS EXCEPT
THOSE LOCATED ALONG THE LEFT EDGE OF ONF-WAY ROADWAYS, WHICH SHALL
BE PROVIDED WITH TYPE 'K' YELLOW REFLECTIVE SHEETING.
00 NOT INSTALL REFLECTORS ON THE FIRST 50 FEET OF THE APPROACH END
OF THE ENERGY ABSORBING TERMINAL.
REVERSE EVERY OTHER REFLECTOR FOR 2-WAY VISIBILITY. THE CONTRACTOR MAY
FURNISH TWO-SIDED REFLECTORS N LIEU OF ONE-SIDED REFLECTORS.
@ PROVIDE AN ANGLE OF BEND OF 90- t V FOR TWO-SIDED REFLECTORS.
8 -%- 0 X III,' BUTTON HEAD BOLTS WITH OVAL SHOULDERS & RECESS NUTS.
5/e # x r-6- BUTTON HEAD BOLT AND AND RECESS NUT WITH ROUND WASHER
UNDER NUT.
10 CAGE STEEL
10.05" NOMINALJWCKNESS)
f—NEUTRAL AXIS
PLAN VIEW
V CIA. HOLES-`
2�12 X IA,
SPLICE BOLT _SLUTSLY,- X 21/2- POST
BOLT SLOT (OPTIONAL)
FRONT VIEW
W BEAM TERMINAL CONNECTOR
USE ONLY ON THE TRAFFIC EXIT ENO OF ONE WAY BRIDGES)
SYMMETRICAL
ABOUT CL
,42 GAGE
i;
%'0 A449
CONCRETE MASONRI
ANCHOR. TYPE "S"
WITH NUTS S
WASHERS 0 REO'D.7
6" X T-O 5/R' X %` PLATE
RIJ
GUARDBEAM MOUNTED ON O•
2%/ TECO SHEAR PLATES
WITH Y4` BOLTS
(6 REQUIRED^
S I'Ve f HOLES IN TIMBERS 6
'{e" 0 HOLES IN ANGLES
y0`
Y.' e BOLTS
t3 REOUIREDP
• • +t•y ' 1a 4ONGT
C Rp
6" X B" TIMBER POSTS — i'+' X Nl/-SLoTS
ly ,•+~ 3" X 10' X %- PLATE
v CI"
CONCRETE MASONRY ANCHORS OR BOLTS
REQUIRED (SEE DETAILS ABOVEY
6" X 8` TIMBER POSTS
6 HOLES M TIMBERS
�T/s" 0 HOLES IN 3.NGLES
LT" X 4" X %' X 9"
X C/e" SLOTS
® BOLTS
IS REOU:RED)`
IS
• -- ISOMETRIC
TIMBER ft TIMBER GUARD
RAIL POST ANCHORS, TYPE 1 RAIL POST ANCHORS, TYPE
(POSTS EMBEDDED 2'-0' OR LESSI (POSTS EMBEDDED OVER 2'-0' BUT LESS THA4
POST f DETAILS
GENERAL NOTES
CONCRETE MASONRY ANCHORS SHALL. BE CERTIFIED TO PROVIDE A MINIMUM
PULLOUT STRENGTH OF 16.000 LBS.
INCLUDE PAYMENTS FOR MISCELLANEOUS HARDWARE WITH THE ITEM STEEL PLATE
BEAM GUARD,CLASS 'A%
Gt USE WHEN EMBANKMENT DEPTH IS 3'-6' OR LESS.
LATERAL DISTANCE
TO FIXED OBJECT
POST SPACING
3'-6" TO 4`-6"
3'- e12"
4'-6" AND OVER
6'- 3"
GTE
" DRILL HOLE <
%' a X LENGTH REOTI.
A449 BOLTS WITH NUTS AND
WASHERS 0 REO'D.J
61mliq t+ M
APPROX,
GROUND
SEE DETAIL
(2) -%'
BOLTS
--- LIMIT OF BEAM GUARD" CLASS A
can ccrrmu ronimmcn�
FRONT VIEW
END TREATMENT WITH TYPE 2 ANCHORAGE
(USE ON ONE-WAY ROADWAYS ONLY - DEPARTING END)
TYPE 2 ANCHORAGE
B._3>
/ •OBSTACLE •^f !`/"�%
OR SLOPE TO BE SHELDED /
EDGE OF TRAVELED RAY— SHOULDER
^ TRAFFIC
PLAN VIEW
BEAM GUARD WITH TYPE 2 ANCHORAGE
EXIT END - ONE WAY TRAFFIC
2 - GALV. MAILS
(80 MXL
STEEL BEARING
PLATE
STEEL TUBE
5
n
1
1
1
I
I
I
8
8
f
t
i
I
I
DETAIL "A"
POST NO.I
PLA
ROOD END POST
2" STD. PIPE.
f2.3T5" O.D3
HOLE
CABLE. ASSEMBLY
GROUND LINE
STEEL BEARING PLATE
----r 4•
MACHPNE DOLT" • x Ph'
2°' 4• 4•
4" 2'
WITH HEX PUT AND FLAT
WASHER. (WASHER ON FRONT
PACE OF RA4.. ELEMENT
Q
0
B HOLES i4"0 _...i
CABLE ASSEMBLY
21/4'
FOR %" 0 BOLTS
CABLE END PLATE
fa" PLATE BE TO
x 3' x 2�/4'
FIT RAIL ELEMENT
GENERAL NOTES
DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS
DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THW STANDARD
SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS.
STRUCTURAL TUBING SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-500
GRADE B OR ASTM A-50L
POST NO.1 SHALL BE WOOD BREAKAWAY POST INSERTED AND BOLTED INTO
STEEL TUBE.
TYPE 2 ANCHORAGE SHALL CONSIST OF A STEEL TUBE, SOL PLATE
WOOD BREAKAWAY POST, BEARING PLATE, ANCHOR PLATE. CABLE ASSEMBLY
AND ALL ASSOCIATED HARDWARE. ALL STEEL PARTS SHALL BE CALVAMZED.
ENTIRE LENGTH. ( 12 OA. STEEL (0.105' NO
a�.
FRONT VIEW END VIEW BASE METAL THICKNESS
L— Ike' `+/4 ,
5'-G' OUT TO OUT j'q» 0 (E x 1%
+—(SWAGE FITTING & STUD--�- AT BOTH ENDS) GALVANIZED CABLE
SWAGE CONNECTED
CABLE ASSEMBLY
CABLE, SWAGE FITTING, STUD AND NUT SHALL DEVELOP
A MIMMUM BREAKING STRENGTH OF 40,000 LB
(TIGHTEN UNTIL TAUT)
30•f G
TO FIT
N
2" STANDARD
GALVANIZED
—PIPE IN NO.I —"7...
POST ONLY.
(" ' SPLICE BOLT SLOT
2g%' ♦ HOLE 2gfp' zia° X f/e"
BREAKAWAY TERMINAL POST SLEEVE FRONT VIEW
Y'4' ♦ HOLES GALVANIZED STANDARD STRENGTH STEEL Ptt'E. ASTM 53 GRADE 'B' W BEAM END SECTION ROUNDED
y.^ a HOLES
e M If4 STEEL PLATE—
S
3'4" 0 HOLES
� I
Ts B x B" B GLASS •A° STEEL PLATE I
_x 0.188 END TREATMENT WITH Al
STEEL TUBE
STEEL TUBE SHALL CONFORM TO
REQUIREMENTS OF ASTM ASOO
R
013
m
f { IN CONTRACT PLANS
EDGE OF SHOULDER
SIDEROAD OR DRIVEWAY
C
*TANGENT
`..._... ___.. LINE. �.._ ..._
WIDEN MAINLINE SHOULDER AND
BLEND WITH SIDEROAD OR DRIVEWAY
CMAINTAIN NORMAL SLOPED
33'-t 3'4'° STBSA
EDGE OF TRAVELED
Al
TYPE 2 ANCHORAGE
AT EXIT END ON
DIVIDED HIGHWAYS7
3'-0' MIN.
OBSTACLE
N CONTRACT PLANS I EDGE OF TRAVELED WAY-- '
—TRAFFIC
_____m ___________-_______ BEAM GUARD AT OBSTACLES
EXIT END - ONE WAY TRAFFIC
a THE TANGENT LINE IS AN EXTENSION
OF THE ALIGNMENT OF THE ADJACENT
SECTIONS OF BEAM GUARD
GENERAL NOTES
DETAILS OF CONSTRUCTION. MATERIALS AND WORKMANSHIP NOT SHOWN ON
THE DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE
STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS.
W6 X 4 OR W6 X 8.5 STEEL POSTS WITH NOTCHED PLASTIC BLOCKOUTS ARE
ACCEPTABLE ALTERNATIVES FOR 6"' X 8' WOOD POSTS WITH WOOD OR PLASTIC
SLOCKOUTS.USE APPROVED NOTCHED PLASTIC BLOCKOUTS WITH STEEL POSTS.
THE LOCATIONS AND LENGTHS OF BEAM GUARD ARE SHOWN ELSEWHERE IN
THE PLAN.
(t USE STEEL THRIE BEAM STRUCTURAL APPROACH (STBSA9.
(D USE AN APPROVED END TREATMENT FOR THE TRAFFIC APPROACH SIDE OF
BRIDGE/'OBSTACLES. USE TYPE 2 ANCHORAGE ONLY AT THE DOMNSTREAM ENDS
OF BEAM GUARD LOCATED ALONG ROADWAYS WITH ONE WAY TRAFFIC,
(DDESIGN DEFLECTION OF
LATERAL DISTANCE
TO FIXED OBJECT
POST $PACING
3'-6' TO 4'-6'
31- 1'/2,
4'-6' AND OVER
6`- 3'
VARIABLE I VARIABLE Q
I —I( END
QEND
3'-6' MIN. 3 TREATMENT
`OBSTACLE
TREATMENT t
n I I n
EDGE OF TRAVELED WAY
SHOULDER
-TRAFFIC
6'-31" C-C POST SPACING 3'-tYz' C-C _ 6_-T`C-C
SPACING SPACING
BEAM GUARD AT OSBSTACLES - TWO WAY TRAFFIC
(RAIL TO OBSTACLE CLEARANCE 3`-6' TO 4'-6")
GENERAL NOTES
STEEL POSTS SHALL NOT BE ALLOWED FOR USE WITH BULLNOSE INSTALLATION..
Q PROJECT SPECIFIC DRAINAGE DETAILS ARE SHOWN ELSEWHERE IN THE PLAN,
Q MEASURE THE BULLNOSE INSTALLATION IN PLACE BY THE LINEAR FOOT ALONG
EACH SIDE AND AROUND THE NOSE AS STEEL PLATE BEAM GUARD,CLASS "A
kr .
PAVEMENT EDGE
f ({ PIPE UNDERDRAN SHOULDER LINE j 125't _ _
WHEN REGIL —7 — h'"'._._�.__..�_.. __yl
e
♦ e s v
. Y v v w e� v
v ♦ ♦ ♦
r T T T P ♦ ♦ T T
F ♦ T
'VARIABLE
SLOPE
GRADUALLYFLATTENED
SLOPE IQml OR FLATTER
TOWARDS BU.LNOSE
EXIST
NO SLOPE
r
;VARIABLE SLOPE
GRADE
TO DRAIN—
®�
t„J
4.J
®---'INLET WHEN PE0'D.Q
IOUCIR FLATTER —<®-
Tl...,
VARIABLE SLOPE
EXISTING SLOPE
SLOPE tO:IOR FLATTER
�
LLiLL
PIPE UNDERDRA'N
WHEN REOD,
SHOULDER LINE
TRAFFIC
PLAN VIEW
PAVEMENT EDGE
SLOPE RETAIL
f-
PLAN VIEW
TYPICAL LAYOUT AT PIERS AND SIGN SUPPORTS
rwi
ALONG ISIANCE
CURVE
Q
Q
6.25
6.22
0.49
I2.50
12_30
L44
IB,TS
YB.OT
4.3t
25.60
23.40
T.S6
"V, MEDIAN WIDTH
SHLDR, , VARIABLE DISTANCE
una RENT
G.
OF MEDIAN
SLOPE tO:t
_ 4R FLATTER
NORMAL SLOPE
SUBGRADE L%E UNDERORAIN9' '"-3 1 r'-{y— E e
WHEN REO'CL I_ -
NORMAL MEDIAN Y P
CROSS SLOPE
SECTION A -A
RETAIL OF MEDIAN SLOPES
ALTERNATE INSTALLATION
FOR USE WHERE NARROW MEDIAN PROHIBITS
USE OF CONVENTIONAL TREATMENT
S.D.D.14 D 18-4d
L,
N
PARAPETS- PLAN VIEW LIMIT OF "W BEAM STEEL
PLATE BEAM GUARD CLASS "A"
OR PROPRIETARY PRODUCT
L
DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOTSHOWN ON THIS DRAWING
SHALE. CONFORM TO THE PERTINENT REOUDiEMENTS OF THE STANDARD SPECIFICATONS AND
THE. APPLICABLE SPECIAL PROVISIONS.
FURNISH AND CONSTRUCT THRIE BEAM STRUCTURAL APPROACH ACCORDING TO THE
REQUIREMENTS OF SECTION 614 OF THE STANDARD SPECIFICATIONS. TNRIE BEAM
SECTIONS SHALL CONFORM TO THE REOUIREMENTS OF AASHTO DESIGNATION Mt80.
CLASS "A', TYPE 2.
BOLT THE THRIE BEAM TO ALL POSTS AND BLOCKOUTS.DRILL OR PUNCH BOLT HOLES N
THE BEAM IF THE POST SPACING IS LESS THAN 6'-3,
00 NOT USE STEEL POSTS AND NOTCHED PLASTIC SLOCKOUTS IN THE STEEL THRIE BEAM
STRUCTURAL APPROACH AND THE.' TRANSITION SECTION OF STEEL PLATE BEAM GUARD.
CLASS "A" INSTALLATIONS.
f-""""`__"-""""""
@
j
33-iIy" _
_
IF ROCK IS ENCOUNTERED DURING EXCAVATION, THE ENGINEER MAY APPROVE USING A
f
LIMIT OF STEEL
THROE. BEAM STRUCTURE
APPROACH
12 INCH DIAMETER POST HOLE EXTENDING 20 INCHES DEEP INTO THE ROCK.PLACE
tl
{' 10}"4,'
f
12'-6"
12'-B'^
6
GRANULAR MATEft1AL. IN THE BOTTOM OF THE HOLE APPROXIMATELY 2'/= INCHES DEEP.
i
—
CUT' THE POSTS TO LENGTH AND PLACE IN THE HOLE" BACKFILL WITH MATERIAL
@
"W" TO BEAM TRANSITION
SECTION
SEECTION tt2 GA.}
EXCAVATED FROM THE HALE AND COMPACT ADEQUATELY.
(D
INCREASE POST LENGTH TO PROVIDE A MINIMUM EMBEDMENT OF 4'-0- IF THE
SHOULDER HINGE PONT IS LOCATED IN FRONT OF THE POST.
E
(2
BRIDGE RAILING TYPE "W" DO NOT REQUIRE A TERM;NAC CONNECTOR,
WHEN SPECIFIED IN THE PLANS,THE CONTRACTOR MAY REDUCE OR ELIMINATE
THE 2 FOOT MINIMUM TO HINGE POINT IF EXISTING CONDITIONS DO NOT
i
to
v.L1"4V
`4AGO Yt`<. Y.0.
♦ '<.O
'0.V' v fi �'r
PERMIT THE DESIRABLE EARTHWORK,
I THRIE BEAM
TERMNAL � 1
i
Q0 GA.D`_`_�
FRONT VIEW
SPLICE BOLTS:
_ ,lFCONNECTOR
TWa NESTED
ONE THRIE
5/8 " DIA. BUTTON
SEE SHEETS "b", "C"
AND 'd" FOR
THRIE BEAMS
BEAM
HEAD BOLT WITH
BRIDGE MOUNTING DETAILS
((2 GA.t
tt2 GA.)
OVAL SHOULDERS &
^
RECESS NUT U2 REO'QJ
am
n
NEUTRAL AXIS--�
I
3"
POST BOLT SLOT 0OPTICF
Y'e" X 2/z' tTYP.D
,,-C' 0 HOLES tTYP.a
0
0
POST BOLT SLAT
%" X t'/s" (TYPJ
0
i
r
r
POST BOLT S
)S' X 2 ''/z"
t
t
l
t
i
r
r
d
G
CJ CT?
ONE WAY TRAFFIC
V THRIE BEAM CONNECTION
VS W-BEAM CONNECTION WHEN REQUIRED
NESTED THRIE
BEAMS
BOLT SLOT
i'!d'
PARTIAL SECTION A -A
us
ry
14/iS' R
PT
r 5�6• R
h
3 ./4- 7
SECTION THRU THRIE
REAM RAIL. ELEMENT
3
NORMAL
& ` SHOULDER
6" X d" POST' AND
�-
6" X 8" X C-10"
OFFSET BLOCK
Y," HOLE' I
BUTTON HEAD BOLT
%'- X T-6" AND
-
RECESS NUT WITH
ca
A. ROUND WASHER
z
UNDER NUT
z
4
SHOULDER
"ti {
k FINISHED
PAINT VARIABLE
SHOULDER
\ ('SLOPE
2:1 MAX.
f t r
I 1
t I -
1�� o
I 1
Asj
r
T/®" DIA. HEX HEAD CAP SCREWS INTO
THREADED INSERTS tFURNISHED WITH THE BRIDGE)
BACKUP PLATE UNDER
THRIE BEAM TERMNAL—i THRIE BEAM CONNECTIONO :RID.
PARAPETCONNECTOR WITH OUARE #
I
n
P 0 HOLES (TYP,)
n
�
3%- THICK F_
Q) %" DIA. H.S. HEX BOLT,
HEX NUT & WASHER -
tt REO'DJ
BACKUP PLATE UNDER
THRIE BEAM TERMINAL
CONNECTOR \
G®
m
THRU PARAPET
14 REQ'0J AND
m'/e" DIA, x l'-t" H.S.
HEX BOLT,HEX NUT AND
ROUND WASHER (4 RED`D.)
GENERAL NOTES
THESE ARE TYPICAL CONNECTION DETAILS. ADJUST THE POSTION OF CONNECTIONS TO
EXISTING BRIDGES TO FIT THE. ACTUAL BRIDGE AND SITE DIMENSIONS.
BOLTS, PLATES, NUTS AND WASHERS SHALL CONFORM TO THE REQUIREMENTS OF
ASTM SPECIFICATION A 325,. AND BE GALVANIZED IN ACCORDANCE WITH ASTM A 153.
Ct1 INCLUDE THE PAYMENT FOR DRILLING BOLT HOLES THROUGH THE PARAPET, AND THE
BACKUP PLATE AND ALL BOLTS, NUTS AND WASHERS IN THE ITEM "STEEL THRIE BEAM
STRUCTURAL APPROACH".
EACH BOLT AT THE BACK FACE OF THE PARAPET REQUIRES A HARDENED ROUND
STEEL WASHER WITH A 2 r(e" O.D. X s/yz THICK,
(,? THE RECESS FOR A W-BEAM CONNECTION, WHICH EXISTS ON SOME PARAPETS OF THIS TYPE.
SHALL BE FILLED WITH A TREATED TIMBER BLOCKOUT. BLOCKOUT SIZE IS C-6' X 2'-0- X 3
(D W6 X 9 OR W6 X &S STEEL POSTS AND NOTCHED PLASTIC BLOCKOUTS ARE
ACCEPTABLE ALTERNATIVES FOR 5" X B" WOOD POST WITH WOOD OR PLASTIC
SLOCKOUTS,USE APPROVED NOTCHED PLASTIC SLOCKOUTS WITH STEEL POSTS«
00 NOT USE STEEL POSTS AND NOTCHED PLASTtC SLOCKOUTS IN THE STEEL THRIE BEAM
STRUCTURAL APPROACH AND THE TRANSITION SECTION OF STEEL PLATE BEAM GUARD,
CLASS "A' INSTALLATIONS.
LIMIT OF STEEL PLATE
------- LIMIT OF STEEL THRIE BEAM STRUCTURE APPROACH ----- LIMIT OF STEEL. PLATE T/e" MA, HEX HEAD BEAM GUARD, CLASS "A"
ONE WAY ...v BEAM GUARD, CLASS "A" CAP SCREWS (5 REO'DJ 5'-0 W,
TRAFFIC �.... —.—.-. 6._3•
4"-2 %»
W-THRIE BEAM ONE WAX
—_.. CATRANSITION SECTION. _ _ 3 SViz' TRAFF'!C
FRONT VIEW
INTO THREADEDA SERTSscREWs W BEAM TRANSITION AND CONNECTION TO
CFURNISHED WITH THE BRIDGE) BRIDGE PARAPETS WITH SQUARE ENDS
(USE ONLY ON THE TRAFFIC EXIT END OF ONE WAY BRIDGES)
W BEAM TERMINAL
CONNECTOR
E
19
END VIEW
t
SLOPE
SLOPE LMTS 4:1 OR FLATTER DESIRABLE ISO TAPER a � SLOPE 4N MAX.
M1 SLOPE. LMTS 3:[OR FLATTER MNURJM `^µ R_,,,,__..-.-- Ty mw--. @
VARIABLE SLOPE 4:1 TAPER --,n .pwy..`.p--- - . _...- - - - - -- i
tl _. Al 4' QH MGE
NARY 2'-O` TO 3'-0" -- " ® YC PONT
" - PANT
PARALLEL WITN Yip
OWIA
2...0. TRAVELED RAY SLOPE
i
CAT POST NO.9) SLOPE 10:1
G a
OR HATTER
TO N'NGE PAINT
25:[FLARE
UL
EDGE OF SHOULDER 2'-0' OFFSET TO -Y
L&� PLAN ®4i DIRECTION OF FACE OF RAIL
LIMIT OF STEEL PLATE BEAM GUARD, CLASS A TRAFFIC 44J
--- STEEL PLATE BEAU GUARD, ENERGY ASSORSNG TERMINAL ----- ----- ---Ii
BILL OF MATERIALS
NOTE QTY, DESCRIPTICH - SYSTEM LENGTH = SO'(NO REFLECTORS) --"�
N0.
xOOO BREAKAWAY TERMIAL POST: WOOD BREAKAWAY CRT POSTS' '"-"- TERM'NAL POSTS N STEEL TUBES
O " S'/ % 7`f " % 3'-9" t3
2 4 STEEL TUBE-' TS B" X 6" X 0.188% 4'-6" LONG 6'-3' S'_]»'''j�' F^'`6'-3' 6'-3"-� 6'-3"- 6'-]' ------ 6'-3" 6'-3" ET-2000 GUARDRAIL EXTR CER
3 a SOL PLATE: 2'-0' Km7-6- X '/a' _ p I �4'(TYIMCAL) @C ABLE ANCHOR 80K OR SKT-350 IMPACT HEAD
�4 4 WOOD BREAKAWAY CRT POST: 6' X S" X 6'-0' C
5 6 ROOD DFFSET BLOCKS: 6'X B" X P-2" - - - - - -
6 P PIPE SLEEVE: 2' X S'/i" STANDARD PIPE M _ 00 NOT ATTACH a
O -2"
TO
Q P BEARING PLATE H _ _ ON EOT2000 ONLY& T STRUT '
ti
B 1 BCT CABLE ASSEMBLY "" - NOTE: BEAN IS N0T ATTACHED
00 NOT ATTACH I1 'F s TO POST NO.II
9 [ CflBLE ANCHOR BOX g ! r, " BEAM TO POST :1....2
��- _ [..; r STEEL PLATE BEau
l+� P STRUT & YOKE :STEEL PLATE BEAM .--.� N0. 3,5 &TON END PANEL
ET-2000 ONLY
STEEL PLATE BEAM, END FANEIED [EN
SUPPLIED x1PH
P I CUTEABSCRBi4G-
12 GA. 13'-6/z" LONG FOR SKT-350 & ET-2000 TE�rieAl ERGY AB54RBu
3 STEEL PLATE BEAK: 12 GA. 13'-W,- j i E I { BUTTON-N-AO I "
ERMNaL
�;} ET-2000 GUARDRAIL EXTRUDER OR SKT-354 BDLT'S WITH OVAL ,
_4/ [ uPACT FEAR: AS FURNISHED BY MAP$IFaCTURER POST Ntr.4 MOST NO. POST FKt,T POSY N0.6 POST NO.5 SHOULDERS & r`
RECESS NUTS POST NO,4 POST N0.3 POST NO,2 FOR tm.[
14 [ REFLECTIVE SHEEY[NG: tE" x 15°
T 2'-0' TO S-O" TAR,
WOOD OFFSET BLOCK
BUTTON HEAD BOLT
^ %' 6 X C-6" AND
RECESS NUT WITH
ROUND WASHED
Tn 1 UNDER NUT 9
CRT POST
HNNGE PO:N
SLOPE VOI
OR PLATTE
3 "/A" HOLES
TRANSITION TO
4:1 TAPER LINE
SECTION A 4
TYPICAL AT ■■■POST i
_BUTTON HEAD BOLT
/y" P x 10-
WOOD BREAKAWAY
TERACNAL POST
SLOPE [0:1
OR FLATTER
SECTION B-B
TYPICAL AT POST NO.2
CADD WOOD OFFSET BLOCK AT POST 3 & 41
`-`BCT CASL
ASSEMBLY
Or SHOULDER
I �REFLECTNE SHEETING
(SEE GENERAL NOTES & DETAIL)
1 Q1
WOOD BREAKAWAY
TERMINAL POST SHOT DER
RNGE
PONT
1 SLOPE 10:1
OR FLATTER SLOPE 4:1
Q2 F / OR FLATTER
TEEL TUBE- %{ 1 / OR FLATTER
vSOIL PLATE- -- _ //!! ✓
NORMAL SLOPE —
SECTION A -A
TYPICAL AT POST NO.1
-PEE SLEEVE
(D
BEARING PLATE
-CET-2000 PLATE
1 SHOWN)
GENERAL NOTES
A 3O OR FLATTER SLOPE MAY BE USED FOR INSTALLATION ON
EXISTING HIGHWAYS.
WHEN SPECIED ELSEWHERE IN THE CONTRACT THE 4-FOOT MINIMUM
TO HINGE POINT, MAY BE REDUCED OR ELIMINATED WHERE EXISTING
CONDITIONS WILL NOT PERMIT THE DESRABLE EARTHWORK. SNILIARLY
THE I5N TAPER MAY BE REDUCED TO 4:L
WHEN SPECIFIED ELSEWHERE N THE CONTRACT THE 2-FOOT 1CNWUM
TO HINGE PONT, MAY BE REDUCED OR ELUNATED WHERE EXISTING
CONDITIONS WILL NOT PERMIT THE DESIRABLE EARTHWCRK.
STEEL POSTS ".•.HALL NOT BE ALLOYED FOR USE WITH ENERGY
ASSORBNG TERMINALS,
%' ST'
PLATE
1Y,s" 1
HOLE
r
f 2'/e" X 2'/a" A 14 GA.
f
I
B
a
c
p
L
1
s•-e Ve
4to FRONT VIEW
W
i
RELEASE
i
m
P-41/z"
II ii
LL ll
SECTION A -A PLAN VIEW V
;A.ROLLED
/i
"STEEL PLATE
/$'STEEL PLATE
1E J
�--4•,
'/�- STEEL PLATE
%"P
STEEL TUBE
(POSTS NO.1-4
THE STEEL TUBE SHALL CONFORM
TD REQUIREMENTS OF ASTM A500
T
Lot
to
}'a" 6 HIS
/A°' ♦ HOL
X 0.188
WOOD OFFSET BLOCK
REO'D. AT ALL POSTS EXCEPT POST NO'S I A, 2
TERMINAL POST
/POSTS NO. 1-4
2 1/z" 6 HOLE
Y"6
CRT POST
(POSTS NO'S 5-8
#
DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT
SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT
REQUIREMENTS OF THE STANDARD SPECIFICATIONS, APPLICABLE
SPECIAL PROVISIONS AND MANUFACTURERS INSTRUCTIONS.
STEEL PLATE BEAM GUARD ENERGY ABSORBING TERMINAL. SHALL,
BE EITHER THE EXTRUDER TERMINAL (ET-2000),OR THE SEQUENTIAL
KINKING TERMINAL tSKT-3501. THE CONTRACTOR SHALL NOT INTERMIX
PROPPIATERY PRODUCT MATERIALS.
THE "ET-2000`IS AVAILABLE FROM BYRD. INC.. 2524 N,. STEMMONS FREEWAY,
DALLAS TEXAS 75207. TELEPHONE 1-800-835-6086 OR k-800-644-7976
THE "SKT-350"IS AVAILABLE FROM ROAD SYSTEMS, INC., T631 NEW CASTLE
DRIVE. FRANKFORT, ILLINOIS 60423. TELEPHONE MISI464-5917
THE ET-2000.AND SKT-350 END TERMINALS SHALL BE INSTALLED
IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
STEEL PLATE BEAM GUARD, ENERGY ABSORBING TERMINAL SHALL BE PAID
FOR AT THE CONTRACT UNIT PRICE EACH, WHICH SHALL INCLUDE HARDWARE,
STEEL PLATE BEAM GUARD, POSTS« REFLECTIVE SHEETING AND INSTALLATION
AS SHOWN.
REFLECTIVE SHEETING - SHALL CONFORM TO ASTM SPECIFICATION 04956-930,
REFLECTIVE SHEETING TYPE GI, BACKING CLASS 4, PERFORMANCE REOUIREMENT TYPE FL
THE MESSAGE AND LINES SHALL BE APPLIED TO THE SIGNS BY THE SILK SCREEN STENCIL
PROCESS USING A BLACK OR DARK STENCIL PASTE AS A TYPE APPROVED BY THE
MANUFACTURER OF THE FACE MATERIAL TO WHICH IT 15 TO BE APPLIED. MESSAGE UNITS
CUT FROM NONREFLECTiVE SHEETING AND APPLIED TO THE SIGN FACE ARE NOT ACCEPTABLE.
AFTER THE APPROACH END OF THE STEEL PLATE BEAM GUARD INSTALLATION IS
COMPLETE. CLEAN THE AREA WHERE THE REFLECTIVE SHEETING WILL BE APPLIED IN
ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATION. ONCE CLEAN, APPLY
REFLECTIVE SHEETING DAECTLY TO THE STEEL PLATE BEAM GUARD AS SHOWN.
THE CONTRACTOR SHALL TURN OVER THE MANUFACTURERS WARRANTY FOR THE REFLECTIVE
SHEETING TO THE DEPARTMENT FOR POTENTIAL DEALING WITH THE MANUFACTURER.
PAYMENT OF REFLECTIVE SHEETING IS INCIDENTAL TO STEEL PLATE BEAM GUARD,
ENERGY ABSORBING TERMINAL.
WHEN ROCK IS ENCOUNTERED DURING EXCAVATION. A 12 INCH DIA. POST HOLE
EXTENDING 20 INCHES DEEP INTO THE ROCK MAY BE USED IF APPROVED BY
THE ENGINEER, GRANULAR MATERIAL SHALL BE PLACED IN THE BOTTOM OF THE
HOLE APPROXIMATELY 2 I/2" INCHES DEEP TO PROVIDE DRAINAGE. THE SOIL TUBES
SHALL BE FIELD CUT TO LENGTH, PLACED IN THE HOLE AND BACKFILLED WITH
ADEQUATELY COMPACTED MATERIAL EXCAVATED FROM THE HOLE,
I
DOUBLE DELINEATOR
DIA. HOLES WHEN REQUIRED
TOP OF POST GENERAL NOTES
DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE
T PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE
SPECIAL PROVISIONS.
I I- TO I
0 A- DELINEATORS SHALL BE PLACED AT A CONSTANT DISTANCE FROM THE EDGE OF
4'-0' TO 4'-3" THE SHOULDER FOR THE LENGTH OF THE INSTALLATION.
hCK 12 HOLES EDGE OF
SPACED AT I"C-C PAVEMENT
0
0 1 % TO I Y,"
-L 4- X A- X A 3/2' LG
0 NOTE:
0 _r___®_
I
TO BRACKET WITH r I EDGE OF FASTEN DELINEATOR
DOE SHOULDER (D I I/," DIA. HOLE
LOCATION OF SECOND BOLTS Y,' DIAL,
DELINEATOR WHEN TO X LENGTH RE01L DELINEATOR
A A WITH WASHER AND
PEOtYRED 3- TO 3 LOCKNUT OR I $ _T
SECTION A -A ECUIVALENT RIVETS.
Li1 2'/,
j R
WEIGHT LIZ LES PER FT- t OA LB. t A
TOP OF POST
NEOPRENE RUBBER 4"
SHEET GASKET
DOUBLE DELINEATOR 1/8- X 3Y4- X 41/4'
WHEN REOUPED
4'-0' TO 4'-3" -U' MIN. YA` DIA. HOLES 2'
PROVIDE TAPER EDGE OF � L
PAVEMENT
DELINEATOR POST
we
DELINEATOR BRACKET
ALUMINUM FERRULE - `/2" STEEL
NSME DIAMETER X LENGTH POST TYPICAL INSTALLATIONS OF DELINEATOR POSTS
REOURED TO PREVENT BREAK- I
ING DELINEATOR BY PULLING
INTO POST CAVITY.
TOP OF TOP OF TOP OF
5'
WALL WALL WALL 7
YELLOW TWO YELLOW -1
ALUIANUM BOLT - Y,- CIA. X DELINEATOR DELINEATOR WHITE I I
D I PER SIDE DELINEATOR f I
LENGTH RECLINED WITH WASHER DELINEATOR YELLOW DELINEATOR AND DELINEATOR I
& LOCKNUT, TAMPER PROOF NUT DELINEATOR BRACKET --- DELINEATOR AND BRACKET I I
OR EOUIVALENT RIVET. (TYPICAL FOR BRACKET ASSEMBLY
z MEDIANS)
DELINEATOR
(TYPICAL FOR RIGHT
MOUNTING DETAIL ,FOR DELINEATOR SHOULDER INSTALLATIONS)
MIX
2
5.
TOP VIEW f TOP! VIEW TOP!VIEW
2 DIA, STAINLESS STEEL STUD BOLT,
NUT AND WASHER WITH MECHANICAL *EDGE
F ANCHOR MIN. PULLOUT STRENGTH = 4500 LBS.
DF' DIA, HOLE DELINEATOR BRACKET MOUNTING DETAIL
IN DELINEATOR 4
31 NOV.
DIAMETER
DELINEATOR POST, DELINEA
BRACKET AND DELINEATC
4
<
DOUBLE BARRIERS IN MEDIAN MEDIAN BARRIER BARRIER LOCATED TO RT. OF TRAFFIC FLOW
DELINEATOR LOCATION AND AIMING DETAILS FOR DELINEATORS MOUNTED ON CONCRETE BARRIERS
t�
It
V-
1
I
N
r{
A 1
II
II II
1 I
A
PLAN VIEW
DIVIDED HIGHWAY
� 1
I i
MARKER POST,
FLEXIBLE
APRON
DETAIL A
--- (TYPICAL)
MARKER POST,FLEXMLE
DRECTtON OF TRAFFIC FLOW
I I
t 1
rr
{ r
{ {
r r
DETAIL A
fTYPICAU
GENERAL NOTES
DETAILS OF CONSTRUCTION. MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS
DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD
SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIQNS.
ii u u I
11 NI II C
II 91 1{ i
P±6" pi 11 tll I
MARKER POST,
FLEX13LE
CONCRETE MASONRY /
WINGWALLS CONCRETE MASONRY APRON
PLAN VIEW
CONCRETE MASONRY
ENDWALLS r
CULVERT PIPE AND +"
PE ARCH
FLEXIBLE MARKER POST LOCATION
B B "U" CHANNEL
LOCK NUT .PLASTIC
L ;v. WASHER
'--POST
FLAT BOLT
r WN.FLEXIBLE MARKER PAST
WASHER
/ UN - a^MAX DIAMETER OR WIDTH SECTION B-B
ILL SLOPE---
FRONT VIEW SIDE VIEW
18" METAL ANCHOR SHALL CARVED MARKER
/ BE INSTALLED FLUSH 4 § r
L � WITH THE GROUND SURFACE I
CROSS s,
7LEXIBLE MARKER POST
A Q
,f
APRON ENDWALL.
77IZ771K SECTION A -A
FRONT VIEW SIDE VIEW
ROUND MARKER
FLEXIBLE MARKER POST ANCHORS
2" UN, - 4' MAX.
7
66" 1
ALTERNATE 1 ALTERNATE 2
FLEXIBLE MARKER POST
r
SYMBOLS
WORK AREA
Ah
FLAGGER, EOUIPPED WIT14 STOP/SLOW
PADDLE FASTENED ON SUPPORT STAFF
SIGN ON PORTABLE OR
PERMANENT SUPPORT
VARIABLE DISTANCE
500'(TYMCALl
\'V
SOE (TYPICALI
50(01MIN, 200'TO 300'fTYPICAL)
\ D
ROAD�nr
ROAD j'
kZ[AD4AHEAD
%20-1 "WCO_To
(D FOR A MOVING WORK OPERATION,
SIGNING FOR BOTH DIRECTIONS SHALL BE REESTABLISHED
(AS SIMULTANEOUSLY AS PRACTICAL)AT APPROXIMATELY
3500 FOOT INTERVALS IN THE MOVING WORK OPERATION
OR AS DIRECTED BY THE ENGINEER.
Q SIGN NOT REQUIRED IF FLAGGING OPERATION OCCURS WITHIN
A SIGNED ROAD WORK ZONE AREA,
a
USE OF THE 'BE PREPARED TO STOP' SIGN IS OPTIONAL. WHEN USED, THIS SIGN SHALL
BE LOCATED BETWEEN THE W20-7o AND W20-4 SIGNS. A 500' TYPICAL SPACING SHALL BE
PROVIDED BETWEEN THE SIGNS.
W20 *7.
TO 300'[TYPICAU sw ox
(D
CETAILS OF TRAFFIC CONTROL DEVICES AND INSTALLATION NOT SHOWN ON THIS
CRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD
SPECIFICATIONS, THE SPECIAL PROVISIONS, AND THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES.
THE EXACT NUMBER, LOCATION AND SPACING OF ALL SIGNS AND DEVICES
UNIT THE LOCATION OF ALL FLAGGERSISHALL BE ADJUSTED TO FIT FIELD
CONDITIONS AS DIRECTED BY THE ENGINEER.
THE FIRST ADVANCE WARNING SIGN SHOULD TYPICALLY BE LOCATED IN ADVANCE
OF THE ANTICIPATED TRAFFIC BACKUP OR QUEUE.
WHEN A SIDE ROAD OR RAMP INTERSECTS THE FACILITY ON WHICH THE
WORK IS BEING PERFORMED, ADDITIONAL TRAFFIC CONTROLS SHALL BE
PROVIDED AS SPECIFIED IN THE PLANS AND/OR THE SPECIAL PROVISIONS
OR AS DIRECTED BY THE ENGINEER.
FLAGGERS SHALL BE IN SIGHT OF EACH OTHER OR IN DIRECT
COMMUNICATION AT ALL TIMES. THEY SHALL BE EQUIPPED WITH
STOP/SLOW PADDLES FASTENED ON SUPPORT STAFFS. WHEN THE
FLAGGING OPERATION IS NOT IN EFFECT. THE *FLAGGER AHEAD'.
THE -ROAD WORK AHEAD* AND THE ONE LANE ROAD AHEAD"
SIGNS SHALL BE COVERED OR REMOVED AND THE HIGHWAY RESTORED
TO NORMAL OPERATION.
ALL SIGNS ARE 48' X 48" UNLESS OTKRW;SE NOTED.
� ONE LADE ROAD
ICORK
W 12<0
500'(TYPICAL.) 500'(TYP:CALI —
VARIABLE DISTANCE
J.U.u. It) L V-Z
LAST INTERSECTION
PRIOR TO CLOSURE
W20-3 - I � ROAD
CLOSEDI i
CLOSED -c
500 fT 6 �i_
a
0
W20-3 8
_1® e
ROAQ
_I
CCLOSED
CLOSED
i 0
20-3 FT .
I (
1 i
-r R011
CLOSED
km
LAST INTERSECTION 1 R
PRIOR TO CLOSURE
r W20-3
DETAIL I
(NO ACCESS TO PROJECT)
DISTANCE TO
BE DETERM':NED
.iL BY THE ENGINEER
Rya
aasED r
ue�
W20-3
Do
I
u[AD i
RDAD
W20-1 TI I
o ; f G20-2A
I I
t t
uoi
a
A£dQ
W20-t
`-^" TWO-WAY
TYPE "A" WARNING
LIGHTS REQUIRED
EDGE OF SHOULDER
12" MAX,-1
•
DETAILS OF TRAFFIC CONTROL DEVICES AND THEIR LOCATION NOT SHOWN ON THIS DRAWING
SHALL CONFORM TO THE PERTINENT REOUIREMENTS OF THE WISCONSIN MANUAL OF TRAFFIC
CONTROL DEVICES, THE PLANS, SPECIFICATIONS AND CONTRACT.
SIGN AND BARRICADE LOCATIONS MAY BE ADJUSTED IN THE FIELD AS DIRECTED BY THE
ENGINEER. ANY EXISTING TRAFFIC SIGNS THAT CONFLICT WITH THIS WORK SHALL. BE COVERED
AS DIRECTED BY THE ENGINEER. ALL "STOP" OR OTHER REGULATORY SIGNS ON THE SIDE
ROADS SHALL NOT BE DISTURBED. EXCEPT WHEN NECESSARY TO COMPLETE THE WORK. THE
SIGNS MUST THEN BE IMMEDIATELY REESTABLISHED.
ALL TYPE to BARRICADES SHALL HAVE RAILS REFLECTORTZED ON 60TH FACES. STRIPES SHALL
BE PROPERLY SLOPED DOWN TOWARD THE TRAFFIC SIDE OR AS SHOWN IN THE ROAD CLOSURE
BARRICADE DETAIL FOR FULL ROAD CLOSURES. TYPE "A" LOW INTENSITY FLASHING WARNING
LIGHTS SHALL BE VISIBLE ON BOTH SIDES OF THE BARRICADE.
THE ROAD CLOSED SIGN (RIt-24 ROAD CLOSED® MILES AHEAD SIGN (RIt-31 AND THE ROAD
CLOSED TO THRU TRAFFIC SIGN CRII-4D SHALL BE ATTACHED ONLY TO THE TOP RAL OF THE
TYPE In BARRICADE. THE SIGNS SHALL NOT COVER MIDDLE RAIL.
TYPE -H"REFLECTIVE SHEETING SHALL BE USED ON ALL BARRICADES. TYPE 1. 11 AND 1:1, AND
ON ALL RU-2. RSA3 AND RIi-4 SIGNS.
ALL SIGNS SHAH BE 48" X 48" UNLESS OTHERWISE NOTED BELOW:
Rt1-2. `ROAD CLOSED" SIGNS SHALL BE 40" X 30%
RIH-3. AND R91-4 SIGNS SHALL BE 60" X 30".
G20-2A SIGNS SHALL, BE 48" X 24'.
Q TWO WARNING LIGHTS SHALL BE PROVIDED ON THE. CENTER BARRICADE AND AT LEAST ONE
WARNING LIGHT SHALL BE PROVIDED ON EACH OF THE OTHER BARRICADES WtTHiN THE ROADWAY
LIMITS, SPACING OF THE WARNING LIGHTS SHALL BE UNIFORM TO THE EDGE OF ROADWAY
AS SHOWN.
`ti,Y THESE SIGNS AND BARRICADES ARE NOT REQURED IF ROAD CLOSURE BEGINS AT INTERSECTION.
(3 FOR ROAD CLOSURE WITH LOCAL ACCESS TO PROJECT. SEE LANE CLOSURE BARRICADE DETAIL
4D FOR ROAD CLOSURE WITHOUT LOCAL ACCESS TO PROJECT. SEE ROAD CLOSURE BARRICADE DETAIL.
(DONE -WAY LIGHTS SHALL BE PROVIDED ON ALL ADVANCE WARNING SIGNS. THE UNIT SHALL
BE POSITIONED SUCH THAT THE LIGHT SOURCE IS OUTSIDE THE SIGN FACE AND AT THE TOP
OF THE SIGN.
MIN, EDGE OF SHOULDER
APPROACH
ROAD
Oa1.CLOSURE
BARRICADE A
F r ROAD CLOSED
ro
TWO-WAY -
-C._ TTRAFFIC �.._.cp0�._._ ' .--500' -_ TYPE 'A' WARN'NG.._.—._. HRU
LIGHTS REQUIRED vi
..,�� RIU4
9 55 mom c+a
p &D CLOSED l.iONE-WAY TYPE "A" OFFSET BARRICADES 50' ^�
WARNING LIGHT AS SHOWN IN DETAIL 3
Fi / REQUIRED (TYPICAL)
r
W20.3 W20-3 . , .... ... .. .. ..
a �>
LANE CLOSURE BARRICADE DET&IL
APPROACH
LEGEND
IF POST MOUNTED WARNING SIGN
h TYPE I@BARRICADES WITH TYPE 'H'
W REFLECTIVE SHEETING
TYPE "A" LOW INTENSITY FLASHING
WARNING LIGHT (FOR NIGHT USEk
WORK AREA
I
OR
0
THE EXACT NUMBER, LOCATION, AND SPACING OF ALL SIGNS AND
DEVICES SHALL BE ADJUSTED TO FIT FIELD CONDITIONS.
THE SPACING BETWEEN TRAFFIC CONTROL SIGNS SHOULD BE ADJUSTED TO NOT
CONFLICT WITH AND SHOULD PROVIDE A MINIMUM OF 200 FEET (500 FEET
DESIRABLE) CLEARANCE TO EXISTING SIGNS THAT WILL REMAIN IN PLACE.
ALL SIGNS ARE 48"x46" UNLESS OTHERWISE NOTED.
SIGNS THAT WILL BE IN PLACE LESS THAN 7 CONTINUOUS DAYS AND
NIGHTS MAY BE MOUNTED ON PORTABLE SUPPORTS.
IF A "STOP" SIGN MUST BE REMOVED FOR A WORK OPERATION. A TEMPORARY
"STOP" SIGN SHALL BE PLACED PRIOR TO THE SIGN REMOVAL. OR A rLAGGER
SHALL BE PROVIDED UNTIL THE SIGN IS RE-ESTABLISHED.
OMIT C20-1 SIGNS IF LENGTH OF WORK AREA IS 2 MILES OR LESS.
PLACE ADDITIONAL W20-1 "ROAD WORK AHEAD" SIGN IF WORK AREA
WITHIN THE PROJECT 15 SEPARATED BY MORE THAN 2 MILES FROM
PREVIOUS WORK AREA OR SIGNING.
NEXT X MILES
C20-1
60"x24'*
ROAD <R)OAD
NEXT =XWLES
WOR/X5� WORK
'T 1000
G20-1 T
60"x24" FT 1000 FT , lK/
N 0
AADD
4
500, 1000'
WORK
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ZONE >
X MILES
SEE OTHER TRAFFIC
CONTROL DETAILS FOR
ADDITIONAL TRAFFIC
CONTROL
CENTER OF ROADWAY
ffamErA I �f �#* $ I
ROAD
loa
AHEAD
C20-2A
48"x24"
LEGEND
POST MOUNTED SIGN
C=> DIRECTION OF TRAFFIC FLOW
k
W5-53r�-
Willman wommiii
B0
t
,y
W5-2�---
Ws-s3
VARIABLE I IaO` Sao' 4
tA5 DIRECTED BY
THE ENGINEER)
*OMIT ON ONE-WAY TRAVELLED WAYS SITUATION 2
WARRANTING CRITERIAe
4
_ W5'S3
W5-52L W5-52R
4� `
I tool I .(00'
WARRANTING CRITERION:
BRIDGE WIDTH IS AT LEAST 18 FEET BUT LESS
THAN 24 FEET
1. BRIDGE WIDTH IS AT LEAST 24 FEET AND
2. BRIDGE IS LESS THAN 6 FEET WIDER
(ON EACH SIDE)THAN APPROACH TRAVEL LANES.
go
6
A X 7
FA
� A
0
" 3 4
VARIABLE
PAVEMENT'»
VARIABLE DETAILS OF TRAFFIC CONTROL DEVICES AND INSTALLATION NOT SHOWN ON THIS
tA5 DIRECTED @v DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD
THE ENGINEER) W5-2 SPECIFICATIONS, THE SPECIAL PROVISIONS, AND THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES.
\\ `\•.'..\\\.�,\\ PAVEMENT MARKING SHOWN ON THIS DRAWING IS NOT RE9UIftED UNLESS OTHERWISE
\� `SHOULDER SPECIFIED IN THE CONTRACT. WHEN SPECIFIED, PAVEMENT MARKING SHALL CONFORM
TO THIS DRAWING AND OTHER CONTRACT REOLTREMENTS.
(t MNNUM DISTANCE UNLESS OTHERWISE SHOWN ON THE PLAN.
(2 FACE OF OBJECT MARKERS WS-52R AND W5-52L SHALL BE COVERED WITH TYPE H
APPROACH REFLECTIVE SHEETING,
TRAVEL
M LANES 0 LOCATE OBJECT MARKER POST(S)BEHIND .GUARDRAIL WHEN PRESENT.
r (D OBJECT MARKERS H105-53)SHALL BE LOCATED ALONG A LINE' FLARED AWAY FROM
THE BRIDGE CORNER TO DELINEATE THE NARROWING OF THE SHOULDER OR BERM.
Q
�A 10 FOOT DELINEATOR POST MAY Bf USED INSTEAD OF A WOOD POST,
\:l NON -BID ITEM. INCIDENTAL TO OTHER ITEMS.
W5_2
.^., 30' X 30"
-BLACK LEGEND
f ON YELLOW
f BACKGROUND
! NARROW ,}
�7 D�� r
(" WOOD POST
t 4' X A" X LENGTH
RECU,RED FOR SITE
CONDITIONS
z
0
--12`-0- MN.
I
PAVEMENT.-_,
t4
3" CENTER MOUNT
YELLOW DELINEATORS
ON NON -REFLECTIVE
YELLOW BACKGROUND
I
T-0'" DELINEATOR
C TO 1"/2' II-"--
________�_
1%" TO IY4-
% TO Y'a' ._.�
------ 3" TO V2" ..m_.
SECTION A -A
(MNIMUM WEIGHT 1.4 LBS, PER FT. AFTER GALVANIZING!
a ..r 31'61y MIN.
d_ 1 ._.._._.1.
SHOULDER A/-- EDGE OF TRAFFIC LAME SHOULDER
-- '� - EDGE OF TRAFFIC LANE
EDGE LIE MARKING (WHITE) ---' EDGE LINE MARKING !YELLOWS —
CENTER LINE
MARKING (YELLOW)
Ifitt LAW& LIFE NOTE: ALWAYS LEFT OF CENTER LIVE
MARKING (WHITE) IN THE DIRECTION OF TRAFFIC
4'
NO PASSING MARKING
tt (YELLOW) t: n:nmi,i
-T CENTER ____ ___ _ __.___________ CST_- ---_____________________.___._______._.___
G• NOTE: ALL. DIMENSIONS SAME AS TWO WAY TRAFFIC
FEl1W"m
W
SHOULDER
EDGE LINE MARKING (WHITE)--\_ ' EDGE LINE MARKAIC (WHITE)
EDGE OF TRAFFIC LANE I k SHOULDER
CENTER LINE -'7
MARKING (YELLOW)
Q
50' - 4" /TPASSING
MARKING
-�-- CENTER LINE tYELLOW)
SHOULDER
EDGE OF TRAFFIC LANE
EDGE OF TRAFFIC LANE
OF TRAFFIC LANE
LANE LIVE NOTE: ALWAYS LEFT OF CENTER LINE 7
MARKING (WHITE) IN THE DIRECTION OF TRAFFIC
I!Lllil` i'I" i 11.1co " 1.e Illililll I( il1l;?III
SHOULDER
NOTE: ALL DIMENSIONS SAME AS TWO WAY TRAFFIC
l WAY TRAFFIC ONE WAY TRAFFIC
TEMPORARYTEMPORARY (INTERMEDIATE) PAVEMENT MARKING
(SHOWS CYCLE FOR CENTER LINE OR
m
GENERAL NOTES
DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SMALL CONFORM TO STANDARD
SPECIFICATIONS AND SPECIAL PROVISIONS.
( HALF CYCLE LENGTHS (25':) WITH ZMINDNM STRIPE LENGTHS SHALL BE PROVIDED ON
ROADWAYS (INCLUDING TEMPORARY TRAVELED WAYS)W1TH REVERSE CURVATURE, CURVATURE
OF OVER 5 DEGREES OR WHEN DIRECTED BY THE ENGINEER TO MARK UNUSUAL. ALIGNMENT
OF THE TRAVELED WAY.
NO PASSING ZONE TEMPORARY PAVEMENT MARKING IS REQUIRED TO BE PLACED, WHERE APPROPRIATE,
ALONG WITH CENTERLINE TEMPORARY PAVEMENT MARKING WHEN A SAME DAY PERMANENT PAVEMENT
MARKING ITEM IS INCLUDED IN THE CONTRACT,
NOTE
ARROW SYMBOL SHOWS DIRECTION OF TRAVEL
I
`="EDGE LINE MARKING EXTENDED
WHERE -IF' IS LESS THAN 10'
END MARKING WHERE CORNER RAD`US PEONS
EDGE LINE MARKING
EDGE LINT MARKING EXTENDED —
WHERE 'W IS LESS THAN 10 .!
END MARKING INHERE CURB BEGINS ---� /
MINOR INTERSECTION WITH CURBS
(TYPICAL MARKING)
NOTES
EDGE LINES SHALL BE OMITTED THROUGH NTERSECTIONS. EDGE LINES SHALL BE CONTINUED
THROUGH DRIVEWAYS,
Qt WHEN DISTANCE 'A' IS LESS THAN 250 HEM OMIT LANE UNE.
2D WHEN DISTANCE 'B' IS LESS THAN 100 FEET, OMIT CHANNELIZING LANE LINE,
(D3 ALTERNATIVE MARKING SHALL BE PROVIDED WHEN SPECIFIED IN THE CONTRACT.
TYPICAL SITUATIONS WHERE THIS MARKING MAY BE REOUIRED ARE WHERE THE
INTERSECTION IS ON A SHARP HORIZONTAL CURVE OR CREST VERTICAL CURVE IN AN
UNLIGHTED AREA SUCH THAT THE EDGE LINE MAY BE MSLEADING TO THE MOTORIST OR
DISAPPEAR FROM SIGHT.
(V� LOCATE THE EDGE L!PoE ALONG THE TAPER WHERE -W'IS SO'OR MORE.
THE EDGE LINE IN THE, TAPER AREAS OF THE BYPASS LANE AND THE BYPASS
LANE SHALL. BE LOCATED t-FOOT FROM EDGE OF PAVEMENT TO THE OUTGDE
EDGE OF EDGE. UNE.
(5} BARRIER LINE ENDS AT OOE ROAD PAVEMENT/SURFACE EDGE EXTENSION.
ARROW SYMBOL L C=> iSHOWS DIRECTION OF TRAVEL
CENTER LIKE
BANE LINE
4' (WHITE)
END MARKING AT P°C. _
OR END CT CURB & GUTTEB
2
-g• _.__.
I CHANNEUTtNG
I -- LANE LINE
j� °r. fl' (WHITED
9 RIGHT TURN LANE`
(i}
EDGE LtNE`,:J
MAJOR INTERSECTIONS
(INTERSECTION WITH FULL RIGHT TURN LANE OR BYPASS LANES)
EDGE LINE
MARKING
LINE
URBAN AREA RURAL AREA (See Note 2)
V-3"
Edge of Curb _IX
t
D
It
It
el
2' Min - 4' Max (See Note 4)
6 -3" E
Edge of Curb
D ii
ku
01290TRWI
** The exi stence of curb and gutter does not 1 r
Itself mandate the vertical clearance
Illustrated. That height is typically where
there is sidewalk adjacent to the roadway
or parking is permitted.
STATE PROJECT NUMBER: 1!;50 -00-001,911 HWY: COUNTY:
PLE NAVE: c:iusers2ProjectSttr-St4piatetA43,DGN 15-MAR-2002 13:G1
I
ffimmxflffl��
1. Signs wider than 4 feet or larger
than 20 sq.ft. shall be mounted on
multiple posts. Refer to plate A4-4.
2. For expressways and freeways,
mounting height is 71-3"+ or
6'-3"+— depending upon existence
of a sub -sign.
3.Mini mum mounting height for
J assemblies (A4-5) is 71-311+ or 5'1-311+
per urban or rural detail respectively.
4. Offset distance shall be consistent
with existing signs or consistent
throughout length of project.
5.The (±)tolerance for mounting
height is 3 inches.
Area of Sign
Installation
6 feet from edge of a paved shoulder or
12 feet from the edge of pavement (edge
line location) or 2 feet from edge of grovel,
whichever is greater unless directed by
project engineer.
TYPICAL INSTALLATION
OF PERMANENT TYPE II
SIGNS ON S NGLE POSTS
54 Tlq .
DATE _207/�2T3/101 PLATE NO, A4-3.11
SHEET NO: 7- 1 E
oue DATE cxe
WMDOT/CADDS SHEET 42
2' MI n - 4' Max (See
r *1® L
$Edge of
Curb \
m
LIM
D rr tr D
3 tt rr
u
al2' MI n - 4' Max (See Nate 6)
*E
U It it D
�w t' 2L
DIAMOND SHAPED SIGNS
L
S
E
Less than 60"
20"
L/2 - 10
60"--72"
32"
L/2 - 16
Greater than 72"
3 L/5
US
El
4' -3"
I
tir® tt9 tB D
i- A—
r/ \
"t it T-
D 19 tl D
?1 J
SIGN SHAPE OTHER THAN DIAMOND
(Two Post Installations)
L
'S
E
Less than 60"
L-24"
12"
60" or more
3 L/5
L/5
GENERAL NOTES
L I
1.
For 3 post installations,
�- —
spacing is S/2 and S must
be greater than 7'-0".
S/2 S/2
2.
For 4 post i nstallati ons,
E E-1
spacing is S/3 and S must
5� 3"±
be greater than 10'-6".
3.For expressways and
freeways, mounting height
rr11771-7
D " 91 D r, D
Is 7'-3"+ or 6'-3"+ depending
11 11
upon existence of sub -sign.
4.
The (±) tolerance for
mounting height is 3 inches.
5.
MI ni mum mounting height for
J assembli es (A4-5) is 7'-3" +
or 5'-3" ± per urban or rural
detail respectively.
6.
Offset distance shall be
consistent with existing
signs or consistent
throughout length of project.
6 feet from edge of a paved shoulder or
12 feet from the edge of pavement (edge line
location) or 2 feet from edge of gravel, whichever
is greater unless directed by project engineer.
�F The existence of curb and gutter does not in
itself mandate the vertical clearance
illustrated. That height is typically where
there is sidewalk adjacent to the roadway
or parking is permitted.
r.o r
Area of Sign
Installatlon D
( Sq. Ft.) f Min 7
20 or Less 4'
Greater than 20 5'
INSTALLATIONTYPICAL
OF TYPE II SIGNS
ON MULTIPLE POSTS
tPPROVED prw
. TmMo
11 � I IJI
STATE PROJECT NUMBER: tS$a-ov-801glI HWY: I COUNTY: I I I SHEET N0:
Fie Ka Ec G:+_UserstProjectstfr_stdptotex A44.DGN oar a.xex 15-MAR-2002 13:02 a G osr¢ : rrzsici w�arrwrm : 5m y xrom.on r�,ax sate
104.761905:1.000000
__J
M5007/CADDS SHEET 42
_L
SIGN SHALL BE MOUNTED O PROJECT
ABOVE OF THE POST
THE TOP
!` slgn
f
face \o
washer
I
I - I
steel i
washer
:I Washer Placement when
Sign Has Type H Face
w
� STATE PROJECT NUMBER:tSSa-ao-gp HWY:
FILE NAME C:l4lscr'S�F"pS9Ct3\h'_StQ'rl Sito1A48.0
13
i atI111lauli>•,
j �W
Nuts, bolts and lags used for mounting signs
shall have hexagonal heads and shall be either
a. Hot dip or mechanl cally galvanized In accordance
with ASTM Desl gnatl on: A 153, Class D, or
b. Cadmium plated In accordance with ASTM
Desl gnats on : B 766 TYPE 3, Class 12, or
c. Electro-galvanized In accordance with
ASTM Designation : B 633, TYPE 111, SC 3.
Threads on bolts and nuts shall be manufactured
wi th suffI ci ent allowance for the cadml um plate or
galvanized coating to permit the nuts to run freely
on the bolts.
WOOD POSTS K' x 4" or 4" x 6")
LAG SCREWS - %"B X 311
MACHINE BOLTS - 5/16" X 6-1/2" or 7" Length w/ nuts
SQUARE STEEL POSTS (2" x 2" )
MACHINE BOLTS - Ala°" X 3-1/4" Length w/ nuts
UITNUI-MMUNINUIliffM
P' O.D. X %" I.D. X V116" STEEL for signs 4 sq. ft. and smaller.
1-1/4" Q.D. X %" I.Q. X l6" STEEL for signs >4 sq. ft. but <16 sq. ft.
1-1/2" O.D. X %6." I.D. X 1/16 STEEL for signs 16 sq. ft. and larger.
1-1/4" O.D. X % " I.D. X .080 TEFLON for all Type H signs.
Two different fastening systems are shown for
Illustration purposes. On any a +r asign,
one or the other system shall be used. Actual number
of fastners per sign varl es with the sign area, but
normally there are two. For a single post Installation;
all signs 9 sq. ft. or larger require the use of 3 fastners.
COUNTY:
DATE : 15-W -2002 13:02
POSTSATTACHMENT OF SIGNS
TO
PPROVED
-t' .;
DATE 10-/4/Ol PLATE NO. A4-8.4
4.290476:1.000000 WISD®TICADDS SHEET42
I
a
I giEZE�Z�
C:!UsersiProjectitr-StdD14te4A411.DGN
Al.r 15-UA 20D2 13:03
a DATE :
--L
NNIAMM
.1—
Ems
1. All 4 x 6 Wood Posts shall
be modified by having
two I Y2" diameter holes
drilled perpendicular to
the roadway centerline.
4 X 6 WOOD POST
MODIFICATIONS
WISCONSIN DEPT OF TRANSPORTATION
APPROVED
DATE-�—/27/97 PLATE NO, �4-11-2
SHEET NO: 7, 4 1 E I
----------- ; --- 1---i
WiSDOT/C400S SHEET 42
__j
0
B
Metric equivalent
for this sign Is:
0ir0r"mii
00
L-
'A
I
I
I
I
I
I
I
E
I
I
I
A
J
G
RMW
1. Sign is Type II - Type H Reflective - reference
WIS DOT Standard Specification for HIGHWAY
and STRUCTURE CONSTRUCTION latest edition.
2. Color:
Background - White
Message - Black
3. Message Series - E
4. Corners may be square or rounded when base
material is plywood but borders shall be rounded
as shown. When base material is metal, the
corners and borders shall be rounded.
B 5. Substitute appropriate numerals and optically
adjust spacing to achieve proper balance.
i
STATE PROJECT NUMBER: t$ra-ao
STANDARD SIGN
R2-1
WISCONSIN DEPT OF TRANSPORTATION
APPROVED
r
/« z .r.oPno crow ®0
DATE 2lOV02 Pl.AFE ND. R2-Lll
SHEET N0: E
PLOT DATE : 15-VAR-2002 13:04 ORG DATE : 6/4l47 Originator : Uon Ktu... r
WiSDOT/CAgRS SHEET 42
so
I
la
9
13
NOTES
1. Sign is Type II - Type H Reflective - reference
WIS DOT Standard Specification for HIGHWAY
and STRUCTURE CONSTRUCTION latest edition.
2. Color:
Background - Red
Message - White
3. Message Series - C
5—IZ—E
A
B C
D
E
F
G
H
I
--J--T—
K--T
L
m
N
0
P
0
R
5
T
U
v
w
x
Y
I —Z
1
24
3/8
8
lo
45*
10 'Ar
3.31
0.31
T
—30
—!/ia
—10
--12 —'/z
4-5
12 Y4
5.18
0A8
36
3/4
12
15
45*
15 %
7.46
0.69
_I
4
48
1
16
20
45*
20 1/2
13.25
L23
48
1
16
20
45'
20 '/2
13.25
E3
6
18
3/f
6
1
7 1 41
1
45'
7 Y4
L86
0.17
7
kr, wzME c iu ... stProjvr.tsttr-stdp1ate1R11 XGN
15-MAR-2002 13:04
STANDARD SIGN
R1-1
WISCONSIN DEPT OF MANSFORTATION
PPROVED
JG1- St&*
DATE 10/15/98 PLATE NO. -El--L11
—
--� F
-----T—SHEET NO--7.
WISDOT/CADDS SHEET 42
H
of
0
1. Sign Is Type II - Type H Reflective - reference
WIS DOT Standard Specification for HIGHWAY
and STRUCTURE CONSTRUCTION latest edition.
2. Color:
Background - Yellow
Message - Black
3. Corners may be square or rounded when base
material Is plywood but borders shall be rounded
as shown. When base material Is metal, the
corners and borders shall be rounded.
SIZE
A
B
C
0
E
F
G
H
Z
,1K
L
M
N
0
P
0
R
--S--F--T
-T
U
V
M
x
y
24
1 1/a
%
112
20
2
4
10
8
4.O
M6
30
--1
%
112
%
25
/2
5
12 1/2
10
2
-7�
36
5/a
/a
Y4
30
3
6
L5
12
9. 0
48
1/4
Y4
4
—2
16
!16
�O
N01
=
STATE PROJECT NUMBER:
HWY: COUNTY:
FILE NAME S C.IMJSc 5r0jec S\tr_st�1�8\vz.DON PLOT DATE 15-M -2002 13:05 ORG DATE PLOT NAME t 0,iCl,otcr Althe N0 PLOT SCALE :6
STANDARD SIGN
W2-2
SHEET NO: 7. 7 1 E
WtSOOT/CADDS SHEET 42
-1
c —\
� x
I
I
c
_ _._ _ __ .__—__..__ _—_—______---
-r►l e K— I
(
M +
I*-- H
N
Q
cm
Metric equ(vclent
for this sign Is;
i3
NERISIAGMIWILlatirtwum
2 . Sign is Type II - Type H Reflective - reference
WIS DOT Standard Specification for HIGHWAY
and STRUCTURE CONSTRUCTION latest edition.
2. Color;
Background - Yellow
Message , - Black
3. Corners may be square or rounded when base
material is plywood but borders shall be rounded
as shown. When base material is metal, the
corners and borders shall be rounded.
WISDOT`/CADDS SHEET 42
I
A �
`'
MM
X
900
mm
0•
MM
X
900
Mrn-
Em
1. Sign Is Type II - Type H Reflective - reference
WIS DOT Standard Specification for HIGHWAY
and STRUCTURE CONSTRUCTION latest edition.
2. Color:
Background - Yellow
Message - Black
3. Message Series - See Note 5
4. Corners may be square or rounded when base
material Is plywood but borders shall be rounded
as shown. When base material Is metal, the
corners and borders shall be rounded.
1-
STATE PROJECT NUMBER. t 9S0-00-64--e/ HWY: I COUNTY: -�
lRT NAME C:\W-ers\Protects\Yr_stCtlatp\M31.DQd PLOT DATE : 15-MAR^2002 13:19 ORG DATE : V2V94 PLOT NAME Orl ginator S.ndy And....
f
'PROVED ..� rN•.., r
,. 3
7
R
0
b
K
.e
K
a
9
Metric equlvoient
for this sign Is:
am
B
-------------------------------
F
Ci
®_ ®_ H
19
I . Sign is Type II - Type H Reflective - reference
WIS DOT Standard Specification for HIGHWAY
and STRUCTURE CONSTRUCTION latest edition.
2. Color:
Background - Yellow
Message - Black
3. Message Series - D
4. Corners may be square or rounded when base
material is plywood but borders shall be rounded
as shown. When base material is metal, the
corners and borders shall be rounded.
STATE PROJECT NUMBER:1
FILE NAME C:\Wee'5W afeCtSlTr_3t2 t<
/ HWY: [COUNTY-
: 15-M41-2002 13:19 ORD DATE :
NAME :
nQtOr : Arf e
PLOT SCALE
gumlmmwx�l
...._. �r — .f,.:tm. � o
DATE 0If23P02 PRATE NO. W14-LS
SHEET NO: T, Jp ( E�
:1,000000 WtSOOTPCAODS SHEET 42
I
L
a
0
a
C
0
0
0
F
a
z
U
0
a
M
M
S
F
0
Metric equivalent
for this sign Is:
11
V
4
NOTES
1. Sign is Type II - See Note 5 - reference
WIS DOT Standard Specification for HIGHWAY
and STRUCTURE CONSTRUCTION latest edition.
2. Color:
Background - Red (See Note 5)
Message - See Note 3
3. W5-56 Message Units ore 3" center
mount Red delineators as per 633.2.3.
se material for W5-56 shall be metal and
rners shall be rounded. Base material
r W5-56A may be plywood or metal and
rners may be square or rounded when
terial is plywood but rounded when metal.
-56 Background Is Reflective
-56A Background is Type H Reflective
laze
W5-56A
]
300 mm X 300 mm
2
450 mm X 450 mm
3
4
5
SIZE
1
A
12
B
C
D
E
F
3 1/4
C
2
H
4
I
1
J
K
L
N
N
0
P
®
R
5
T
U
v
N
X
Y
Z
0.
2
I8
3 1/4
3
6
1 1/21.
2.2 5
o.20za
3
4
5
STANDARD SIGN
W5-56 & W5-56A
WPSCINS(N DEPT OF TRANSPORTATION
j d'shft Trt . "q
RATE i/06/98 PLATE NO. W5-56.4
WISDDT/CADDS SHEET42
� 1 � • i 't 4Ijut = AZFl
PROVED FOR THRE BEAM
GUARD RAL ATTACHMENT
C)NOICATES INOR NUMBER
NOTE: SURFACE GRAIN ANCHORS
PEOUNED 04 WINDS 1& 2.
SS
ASPHALAM PAVEMENT
o NAME PLATE & BENCH MARK CAP
7 -FOR LOCATION SEE SHEET 13
VIGO
150th
a AVENUE 16-00
(D
LIT
19
ITYPJ
ORIGINAL I
GROUND LINE --
EL,
mm
III " LANE E-RS.ED
- . LAW
S.TA' 5 A, 64 T,H, 35 A 64
DESIGN DATA
X, 'As'
LIVE LOAM„
DESIGN RATING: HS-20
P"
rl
INVENTORY RATING: HS-23
OPERATIONAL FUTDOGHS-54
eF 0
OD0,
-00,
VAX," STANDARD PERMIT VEHICLE LOAD : 250 MIDs
STRUCTURE IS DESIGNED FOR A FUTURE WSAIUNG
SURFACE OF
0"
20 U/ftY
P074T Of CPIT.VIRT,
DT
01
1
_LLTRAll DESIGN SIRESSES:
CL. - IV-CY4_i--
U
CONCRETE MASONRY SLAB - f'C � 4COO ALL OTHER - fc 3500
BAR STEEL REINFORDEVENT�AASILTO.GRADE 60—fy 60,000 OR,
TO' PRESTRESSED NRDERS, CONCRETE MASONRY—— f, T550 psi
STRANDS UZ-OIA,WITH LILTMATE TENSILE STRENGTH OF ZT0=0 PSI
17-00
Z
00
UI.00 �
201ca
DI
__j
FOUNDATION DATA
A, P-
END OF SLAB
STA, 19.46.06
ABUTMENTS TO BE SUPPORTED ON HP 10 x 42 STEEL AILING
DRIVEN TO A V:NVUM REAMING VALUE
;CD
ERG. ABUT,
STA. R-44.35
Or 55 TONS PER PILE,
ESTIMATED 50 FT LCNC AT WEST A91NEIIT AND 90 11 LONG
AT EAST ABUTMENT, PILE "014TS RE0-0. SEE ENT,
8 FOR CETA%G
ORG.WEST ABUT"
SPA, 16�42�5�
PIER
STA, 7-93�43
PIER TO BE SUPPORTED ON UP 10 42 STEEL PEIOG
PONT Or CR1%
DRIVEN TO A MRA,LM BEARING VALUE OF S5 TONS PER HILE.
VERT, CL, = 16',4 V,-,
ESTIMATED 65 FT LCNG. PILE PCOITS REDD. SEE,CHT,g FOR CETALS.
NO OF SLAB
;TA.JG-40,80
STAJSa28.73 150fM AVENjjE -
PLAN
_E S_f__T_
STA,30 716.-52q ES, LANH, 64
TRAFFIC VOLUME
2 SPAN-70' PRESTRESSED GIRDERS
64
OtM 15 T15 A_I AVENUE S. R _ _
A.D.T.T250 (201T) A.D:%-22,900 (2017)
R.D.S.-45 mph `LG'S'z7o "h
PONT REFERRED TO ON
PROFILE GRADE LNE —
i—IK WS. LANE �-q ED'LANE
S.T.H.tl 35 & 64 iT.H.35 & 64 EL.921.93
IS-41'8'A At
I CUT
7-
EL„ 919.47 SEE
RUSTHCATTON JOINTS
VUST ICATIO ONTS ON ALL
PAYING. 0, ALL
S 0, COLUMNS
D ACCRCCIITE FACES OF COL
--STEEL PILING
ITYPJ
ELEVATION
NORMAL TO S.T.H. S5 1 64
R% 101, LANE 1--q EB�LANE
S.T.H, 35 A, 64 S,T.O 15 & 64
54'-0' MEDIAN
RICH', REFERRED TO 04
PROFILE GRADE LONE
I 11
TYPICAL SECTION THRU S.T.H. 35 & 64
6 FOR rETAIS,
NO,
STATION
DESSUPTIDIT
I ELEV,
1 6
1336.28r
1 CHISELED
SOLARO ON
TOP OF LARGE
BOCK
154'-2%-
LT.
9115.02 1
I. GENERAL PLAN
2,CROSS SECTION & QDaNUUGS
3,5USSURFACE EXPLORATION
4.*EST ABUTMENT
5.WEST ABUTMENT DETAILS
6.P- - R
T.EAST ABUTMENT
ILEAST ABUTMENT OETAIJS
9. SUPERSTRUCTURE
10, SUPERSTRUCTURE DETAILS
IL 70' PRESTRESSED CREEP DETALS
12. STEEL OIAVRRACM
Ll. SLOPED FACE PARAPET IF-
BRIDGE OFFICE CONTACT :
FINN HUBBARD (608P 266,8489
PHIL CNA PORI 266-0214
0. 1550-00-04A
m
, -D FACE
PET IF'
PRESTRESSED
)ERS
CROSS SECTION THRU ROADWAY LOOKING EAST
ko M-11=9
8:0 ITEMS
UNIT
SUPER,
REST
ABUT.APUU
EAST
PER
T074LS
EXCAVATION FOR STRUCTURES, ERVIM 8-55-192
L.S,
—
—
—
STRUCTURE SACKPILL.
C-Y.
—
425
425
8E0
CONCRETE MASONRY, BROGES
cy.
471
60
64
77
672
Pftp1EC TINE SURFACE TREAPMENT
S.T.
L460
—
—
AS'
PRESTRESSED CROUP. I TYPE. TO-
LF,
2.119
—
—
2.113
PGR-STRENGTH BAR STEEL RENFCRCEVNT,BPS)CES
LB,
—
5.710
I 5.895
L325
12.930
COATED
LB.
83.045
790
840
2,25
96.800
NON-LAYNATED ELASTOVFR!C SEARING PADS
EACH
21
—
—
—
STEEL PLIN(% DELIVERED AND DRIVEN. HP 10-INCH 42 POUND
750
1,340
1755
3.855
RU2SEMZES VC%F5R4N7E WATERPROOFING
S.T.
17
IT
---
34
SLOPE PLVLYLG CRUSHED AGGREGATE
2:0
Z n
420
ANCHCR ASSEMBLIES FOR STEEL PLATE SEAR GUARD
I EACH
4
STEEL DIAPHRAGMS. STRUCI ONE 8.55-192
EACH
24
24
ANTI-GPAFRlI COATING. STRUCTURE 3-55-I12
sx..
8.720
485
485
—7-00—
v0.3-5o
FILE FONTS
EACH
--
IS
IS
27
57
CVP,PEADY MIXED CONCRETE VA5"Y FOR BRIDGES
C.T.
47t
80
64
T?
672
CVP, MASONRY STRENGTH INCENTIVE. READY-MYED CONCRETE
DOL,
4�7tO
600
640
770
6.720
NCN-6:0 ITEMS
FILER
SIZE
13
.PROFILE GRADE LINE 150TH AVENUE
787.40' VERTICAL CURVE F— i S.T.H. 35 & 64
DRAW -NOS SHALL NOT BE SCALED,
W STEEL REINFORCEMENT SHALL BE EMBEDDED r CLEAR UNLESS OTHERWISE
SHOWN OR NOTED.
THE FIRST OR FIRST TWO SOOTS OF THE BAR MARK SIGNER'S UP BAR SIZE,
ELASTOVERS SEAR:NG PADS NEED NOT BE rNMYCIDUALLY MOLCED PPOVBED
THE CUT EDGES ARE SMOOTH AND TRUE.
THE EXVSTNG GROUND LINE SHALL BE USED AS THE UPPER LIMITS OF
EXCAVATION AT THE RERS.
AT THE SACKFACE Or ABUTMENT ALL EXCAVATED VOLUME NOT OCCUP-ED BY
THE NEW STRUCTURE SHALL BE BACKFILLED WON STRUCTURE BACKFkL,
COST FOR RUSTICAUCN DETAIS AT PER COUS- ABUT'S, & WNCIALLS
SHALL BE CCNSBERED TICK)ENTAL TO THE SO ITEV.'CONCPETE MASCNPY,ERTKGES%
'Rog;
I —j
- 900
. 860
- 850
- 840
- 830
L-
T/ OCR-2
17*00 SOR-3
19-00
ORG,WEST ABUT, PIER
STA, 16,42.51 STA. I7,
20-00
ORG, EAST ABUT,
STA. 19-44.35
gio
900
890
SBO
870
860
850
NUMBER
STATE PROJECT NU tIff.ET 1111,
1550-00-80'
ABBREVIATIONS
MATERIAL SYMBOLS
TcspsoelFr,., � St E �--j S'dAt...
Sand 99 PAot
Rack
LEGEND OF PROBING
P,.b"g N.,
St..
95/6m95 III.., for Elavotetsrr
6'
P'abv'q
350. wt. Feat
F.1h,q 16" on
2' 0.0, Pont R,,r."I 95/6
LEGEND OF BORING
Strength 7=7 7*
61aes Per F.o,
U,"q 2'4' At. ff
FAlh,g
Nosh F
ctbbl.t
Ground At',
31It'4 Cloy
Na Ground WAt"
Th,, Elcvat¢an
blare ". f.t
baled on drvrmg a 2-
Lo' naht tpttn 'xI" .'U, a MI. h"
fell tF 70. Th,, bit, cant is t4, w
A cas@d ar ^ fiat®
SUBSURFACE EXPLORATION FOR FOUNDATION
DESIGN AND BIDDERS INFORMATION
T. bl— —i.l— dal.
The dew
640
t' 21
STATE OF W)K�u
lm
DEPARTMENT OF TRWSPGRTATION r
STRUCTURES DESIGN SECTION
v
STRUCTURE B-55-192
'"A er L / 46rce v
Z 2—HIL
SUBSURFACE
SUBSU7RFACE
—�4c-
StiEET 3
E X ATIO
(03 R A T 10 N
ELEVATION LOOKING WEST
SEE 'SLOPED SEAT DETAIL',
-STEEE MUP�QWPL ETOLPAYE.RRSFAOCE OFOLABUHMELENT-
SHEETING OVER ENTIRE ABUTMENT BEFORE'
PLACING MARINE PAM
ffOTAL THICKNESS TO BE J" NMI
F-J��C� ERG.
X A- FILLER
A409 AZ
A40X C r-O'
4408
A406
A604
TOP OF 81PIA
EL, 5 I/X. 7 SO. CA 41003
03
A A402
AS, V. SEAT ELEVI
, 00 03 A405
.
rL CO. F.F, ABUT. LT,
SLOPED SEAT DETAIL
SECTION THRU BODY
<AO 8) SUPPORT ABUTMENT ON PP CO X 42 STEEL
PILINI.ESTIVATED 50 FT LCNG.& GOWEN 70 A
MIV,BRG.VALUE OF 55 TONS PER PILL.
PILE POINTS REGO,
(SEE E.ABUT, FOR PILE PONT OI`TAItE
(A:2:0) I/. FILLER ONCLLDI) IN KING LENGTH`.;
SUL EXPOSED HONQ,S VERY, Stl,,FACES OF
/,'FILLTN WITH NON-STANNG GRAY NON-
6UUTXNOUS JOINT TALES. (FDFEP AND
HOLD /,' BELOW SURFACE OF CCNCRETE4
EXTEND SEALER 3-BELOW CUTTER LINE
AT LNOME FACE,
(ADl ;C- CORK UP VERT. FACES C,- F,E Ali SEATS,
r4 D?�! M' OCMW1 RUBBERIZED MEMBRANE
WATEPPROCEING SEAL ALL HOEiz.& VERT.
JC'NrS AT SACKFACE.
14 pn "A
WING I ELEVATION
llrR IR
E
aaLl
WING 2 ELEVATION
WING I SECTION
A.
A425
�' jj
WING 2 SECTION
CA OD3 OPTIONAL CC 1ST KEYWAY FORMED
BY SURFACED EVELED 2' X 6' cr-6'
RLV,W. 0 3.'V' GROOVE a F,F,
P JOFIT IS USDOL
S/CALEXPOSED
f!NCfUDFD IN W:NC LENGTHO,
SEE MGPQ,& PERT, SURFACES OF
'/X- FILLER WITH NON-STACiNC GRAY NOR.
MTUMNOUS JONT EALCP, LIFT OZER AND
HOLD 1/10- BELOW SURFACE OF CONCRETEL
EXTEND SEALER 3' BELOW SUTTER LNE
AT INSIDE FACE,
(�ED FOR OPT, BARS & DIMENSION SEE
PARAPET CUT,
A426 BARS SPACED a I FT, CTRS. EMBED
91/iL, MT4, INTO WING CONC.
LOCATE 3' DOWN FROM TOP OF WING a
4CKFACE TO 5I/a- DOWN 0 WING TIP..
)RILLED IN EPDXY ANCHORED -4 BARS rIO-
G. MAY BE USED -COST. IN&SENT41- TO
R ITEM, 'I'CCH STRENGTH BAR STEEL
ENT.%
PLATE %- X
51 x S",
<�PUND FLANGES I
FLUSH AT PL 4 TED
-L.-- LH_J
PILE SPLICE DETAIL
HP IOX42 PILES
BAR
MARK
STATE PRQ�ECT NI,
]a'-2- WING
F9 �F_= wl—Na
WINGS 1& 2 c
CIA A401 .AP 'PRAL
A405
A413 Ed]
A421
LOCATION
A407
TY,
4408
mml
m
STATE Cr W?TCCNPjN
C'PART?FHT OF TRANSPOIITATIVO
STRUCTURES DESIGN SECTION
STRUCTURE B-55-192
D96
Br w`HCWJP4
WEST ABUTMENT
DETAILS
THU JUL 14 12:30zlB 1997*
B-55-192—.
P513
P',
420
GIRDER I
qns *
GIRD9ER 224
BE23.
G�ILRPD5ER 3
GIRDER
GRoPgP3 a *
3.4
EP962�A
DER 5
923.21
T-sY4
RI
P608l
,
�I—I
31,
�rP9152
12H
I
[EGLIR
pEL
9-10' LAP
S917
:Pl4
IL 5
P914P607
r
P60B
6 SPA'S 6 SPA'S. -
L P909" 0 4-
P510
COL,t Ck. COL.2— q COL.
—SEE 'SECT, TPRU COL.- FOR
RUSTICATION DETAIL LTYP.
ON ALL COLUMNSP
P904
P405,
P701
L PNU
EL, 898Al CTYPL ELEVATION
0.QQKNG EAST
TYP.FTG.PLAN
PLAN
4 SEE 'SLOPED SEAT DETAIL- g9
—TffTE PROJECT NUMBER SHEET NO�
STATE
ORDER 7 () SUPPORT FOOTINGS ON HP 10 X 42 STEEL 1550-00-0 8. Q
EL 922.88 PTLP40. ESTIMATED 65 FT LONG. & DRIVEN TO A
M,H. DOC, VALUE OF' 55 TONS PER PIE.
FILE POINTS REDD, SEE SH% B FOR DETAILS. NOTE: THE FIRST TWO DOLTS OF THE
r-3' X r-3' A r CONSr, JONT BILL OF BARS
FORMED BY BEVELED KEYWAY, TOP 05 CCL� BAR MARK SIGNIFIES THE BAR SIZE,
AND TOP BE FTG,
(iD P719 BARS 0 LET CTRS.BETWEEN BEAM
S BARR
SEATS, MAY BE PLACED AFTER CONCRETE T ARK ELEN3 18GLE LOIAIION
POURED BUT BEFORE RITUAL SET HAS TAKEN 'To TO CT"G
PLACE. (EMBED F-75/,";NT0 CONCj F
D08 CONSTRUCTION JONT-FORMED BY SURFACED P 0 _jX TC�Co 0
61 3 #F LS
BEVELED 2" X 6'� BETWEEN BEAM SEATS.
9 SPA'S.
4'-6-
P618 STIRRUPS
(SYM. ABOUT q CM, 2P
04
C PIER *SV. SEAT ELM
X_1 .04
G;R.'
SLOPED SEAT DETAIL 8
W-111ac _T7
15, P917
P914, P91S
COL. SPA,
P608
P903
RUSTICATION DETAIL
P40C
SECT. THRU COL.
VERI, COL, BARS ARE P903
OR P904 SPACED AS SHOWN.
91-61 CAP 801 T,
c'o- x CAP BOTT,
10 G±
CAP GIVES
L4—
'EAR SroES
2S-11' CAP SIDES
x CAP TOP
—— c—w Tc�---- N
`L-r x A CAP TOP
Z_3°-0- X A CAP TOP
UPS
x CAP STIRRUPS
CAP 20,E,
Y-3, _fC �AP _ DOWELS
CAP TOP (G:R'C.
P TOP ,
:06 RE BARS
TCCETHER
a T-0- CTRS
F
BUNDLING
DETAIL
105A, I
P405
P916, P917
P607,P909
NOTE: SFv ABUT SHEETS FOR PILE
EPECE DETAILS.
NJI.[ DATE B REV)sGN BY
STATE 01
DEPARTMENT OF TRANSPORTATION
STRUCTURES DESIGN SECTION
STRUCTURE B-55-192
FF, m6 -IPG _CH
PIER SHEET 6
mw
JNI
mJ
—STEEk TROWEL TOP SURFACE OF AJUTMENT
PLA MUFOPLE LAYERS OF POLY IFELENE
' R
S DO Q
HEETING OVER ENTIRE ABUTMENT BEFORE
FLAMING REARING PADS,
(TOTAL TMCKN�SS TO RE 3-MTN)
I OF SP. C 7 V,' 27 SP. a T-3Y.- z IA-5TG'
1 26 SP� 0 7 17' Oy�
—rE
epG.
8401 SZ1
X 4- FILLER
ELEVATION LOOKING EAST
SEE SLCPED SEAT DETAIL
9407 C r-O'
6405
5603
WING 3
TOP OF SEPIA
E—E —92LS73-2—,7y 12-"
5/2
SO. SPA'S. B1024
PE
-a 4 01
02
ERG, BV.. SEAT ELEV.
——
Lco.4-LO3
GFs' ALUT.
SLOPED SEAT DETAIL
swilmm
8402
8404
PILES
-4� t-1
SECTION THRU BODY
C�28) SUPPORT ABUTM-NT ON HE 10 X 47 STEEL
PILN'G,ESTNATEE 90 FT LONG,& DRIVEN TO A
WABRG.VALUE OF 55 TCNS PER FILE.
PILE POINTS REan,
(A'
PO I/fFILLER cGCLUOED N AND LENGTH![
SAL EXPOSED HORIZ.& VERT, SURFACES OF
6/2- FILLER WITH NON-SlAINNC GRAY NON.
BITUNNOUS JONT EALM U-r-EP AND
HOLD SURFACE OF EONCRETE),
EXTEND SEALER 3- EFLOM CUTTER LIVE
AT TNEDE PACC
QA2 D1 SCORK LIP VERT, FACES OF SEAT( SEATS,
19" RIM RUE2,1AZED OF Y'RANE
WATERPROOFING SEAL iLLHQRTZ—& VERY,
JOINTS AT SACKFACE,
-E G FF.
Ulg�llflml We
B423
--E
pmdv—Z �
<�DO3 OPTONAL CONST,JOINT: KEYWAY FORMED
BY SURFACED 8 SLED 2- X 6% fr-6'
R.XCW. 0 B.F. A, V 'T' GROOVE a F.F.
F JONT is USED4
<C20) 0- FiLLER (INCLUDED N WING LENGTHB
SEAL EXPOSED HORIZ. & VERT, SURFACES OF
,' FILLER WITH NON-STAINNG GRAY NON-
8i`iUVNOUS JONT EALER. (r' DEEP AND
HOLD '/.- BELOW SURFACE OF CCNCREIEL
EXTEND SEALER r BELOW CUTTER LINE
AT INSIDE FACE,
(gD FOR PP'i,5ARS & ONENS20N SEE
PARAPET SHT,
•
8AR 'p"O DjLEFG1.1 ��j SARLOCAUON
MARK J,F3�lED -�P SFR'lJ I
WING 3 SECTION [8 - --
BEI 06274 r [I �6 2 7 6 �
2- E2EL 6 Cil-
;a,A�-SYM. ABOUT
j;;4�c- r--- �D,
WELD � LONG
+ 6ETW.PVNT A, PILE FLO.
PONT NOTES
MATERIAL - CAST STEEL (ASZM A-27-64,65-351
2 ALL FILLETS
, 3. ALL WELDS SETW, PILE A, PONT TO BE N ACCORDANCE WITH
AWS SPECS. WELD FLANGES TO FJT7T4C ON CUTOCE FACES,
4, CONTRACTOR MAY USE AN ALTERNATE DESIGN CRON APPROVAL B401 PPAL
OF THE ENSNEER,
B PILE POINT DETAIL B404
PLATE %- x 4B412
_[9,757QRNl
FLUSH AT
PILE SPLICE DETAIL
HE IOX42 PILES
Im
BODY -BE
WING
WING
B406
r -61A
19m
BY
SiAIE OF `r5cC`SN
DEPARTMENT C, TRANSPCRTARCN
STRUCTURES DESIGN SECTION
STRUCTURE B-55-192
BY -1H, P"
RY
H,v-
EAST ABUTMENT
DETAILS
THU :UL 10 12:30:3W 1937-
B-15-F52 Lj
SSH ,,
I E0. SP. S515-
ME
40^0'0• TYP,
Fk OCT" AYE. -
SS }6"-- !!! 51:0L S402. S725
�^5417
S404
C
j p
3're
?IBJ
e+'Is
p
S514
S61i
5414
i
S4¢
r^,
S=/ 542C1�
r.^�
0 a L'.."
.ram
to.+ 3 EO. SP.
C 5Qi
IN SPAN STEEL Q!APH.
S4t3 S5!4
AT PER
AT AFLT.
56 SP, A E" = 37'-4^ S403
6 SPA,p_4-WA_ ° 74�'-05/a S-V/e' PRESTRESS C'ROER SPA.
_.
I p..11-
CROSS SECTION THRU ROADWAY
(LOOKING EASTI
°-SEE PARAPET tF SH1',
,, -s5u
--PIASTER a P'ER SEE G:R. SHT,
`". Y."CCNTSjcuS
CPP CREWS UYP.)
TERMINATE r-0- FPCY
FACE CF AEUTS,
316. 7/, 404
rvTYP. TTP. tIOL 5402. S725
=� 5405
404
SECTION S-S
5408 TOP BARS / 1T BA .110 SR c
463 SP 0 a�/a'' 2 3 5" 5404 TOP RE
. .-4 S4
ERG. W. ABUT. r.7%`WIN, LAP TYP 5402. S40 F,. C. PER ( G_ 0 P LAfiS q. ,RG, E.ABTT,
._ ____-__ _... _____ ______ _
� 5 ip
f
5403 } Bru, STEEI (54039
r� ] - 5402 Sx25 m p---20' 22 A 3 Il 4M LAP �S72Ti i -5402 _ -
-_-- _ ._,_'a--�--�_ __r/
1 r a TCP STEEL ". 150TH P
G,dPu� 5/e CIAF?, __ '<d`-2%9 DIAPH -" h2 1^(.'CIAPH. 1 HO e"pIAPN l _fd 6]/t LIAiH LL'
_ r _
.�......�� _.._..t
v
ff
5a sP e a'♦ "-"" - ----- .�_ R`2 sP a_r/,. _. zar-;o- 5404 DOT. BARS
PLAN
50 SPIC r°/„_ 29"-6]3/,-
•- • 4
n. AB11 T.
tl8
2/0
.3l8
4/8
5fft
6!0 £!0
F":EH t
Il9
Z/B
3/8
410
5/8
G/H
t!0
E. A.E'tl T,
5095929.13
924.33
423 41 429,xI
32`? �P
4'4.U9
9R).20
93U,46
430.56
937.84
4'7.04
43L22
93LB3
9Z0 S4
928.E4
o2H32
92902
929.20
929.40
929.50 929.T£
929.9E%30.f5
930.3E
930.53
930.£3
9309t43t!IX
9}L2H931.4E920.51
j�R
92E. tt
42&@9
929U8429.2i
924.46
929.64 429.84
93004%30.22
'330.4t
9M59
930.79
430,9x
":}LIE
93L354}L53
928.58
5Z0.7a
928.5E
4294E
9Z9.33
929.5}
429.Ft 92490
%3 p.10
930.de
934.4@
930.6@
930.86
93LUn93L23
G3L4t
n3 L5928,a3
92069.I8
924.35
4Z9.S5 429.i4
9Z9.44
9}p.t2
930.3t
930.54
430.69
470.8T93LUi
43L2593L4520.26
9Z044E292907
929.20
925.40 929.58
929.77
929.4>
430.:5
93p.3g
g3J.53
4}O.at
930.9f
93I.09
93L23
920.10
9Z9.2H
9ZG1.a0
920.66
928.E6
29.04
%29.25 q2a 41
529.61
!'24.8t
929.94
430.I8
%3U.b6
430.S',
9_'O.T4
930.94
9}Lt2
OPT, CORSE, JT.
PAYING
TptNs� BARS A A,
PIER
NOTCH
S413
OPT. CONST, JT,
LONCIT.
BARS—/
SGS, CLAP 10501
SSIS
A
5523 FIELD REND ALONG SKEW,
I
IN J%- CIA. HOLE
END OF SIEBER
RUBBERIZED
S61746HI
MEMBRANE WATERPROOVING
�- SEVEL
2- EEVI
X 3/,- FILLER
B.F. CF ABUT.
ELASTOMER;C PRO. PAD AND
PREFCRVFO FILLER.
S420
L I' 4' 2'5419 0 1 ft
AT ABUTMENTS
PART LONGIT. SECTION
OWENSION IS TAKEN WORMAL FO t
SUBSTRUCTURE UNITS,
DWENSION ;S TAKEN PARALLEL
TO (L CREEP,
X 2r.6,
PAD
END OF GIRDER -
D, BRC. AEUTIVENT
PREFORMED
PREFORMED FILLE
4-
BEARING PAD DETAILS
EXTEND BTWN, '
OF EX% GIRDERS.
BILL OF BARS
ALENGTH SHOWN FOR BAR IS AN AVERAGE LENGTH AND SHOULD ONLY
BE USED FCR BAR WEIGHT CALCUL.ATNNS. SEE BAR SERIES TABLE
FOR ACTUAL LENGTHS.
MARK. AS ENGT. BAR LOCATION
R7&_ I IQ D L
um
'/,- 11-N-LAKENATED FLASTOWITO PRO.
PAD & FILLER
L
AT OPT DIAPHRAGM
CREEP
ENDS OF GIRDERS
D FILLER
-RAM
R-1
26'
5511
5510
Nardi
7 12 "-rl,
5413
5422
BAR SERIES TABLE 5423
MARK
I "F""C' 'G I
LENGTH
S405
SER
SERIES
1
TO
5
3 6�
S406SER!
CF 5
To
6 0
I S EP IS
To
S407
11 5L
3T:�20-
SERIES
2'.-� To
5408
nr
5324
THIJ JIJL 10 2Z57:23 199F*
4'
I"
3'Zs'
4'
A/,-
OF EXT.
GIRDER -WI
END OF GIRDER
5422
OL
GARD
p
9-
ELLER
SECTION P
END VIEW
PILASTER
DETAILS AT PIERS
A r REM
SIDE VIEW & TYPICAL SECTION IN SPAN
ALL PATTERNS
ARE SYM.AEOUT
q GROEp —
ALL STRANDS rN
TWO LINES
UI TOTAL
o 4L-B "F-STRANDS
OCO
�TOTAL, M1TIML
PRESTRESS FORCE
IT
Mamulazam
0 DETAIL !YP, AT EACH FPS.
0 -4 BARS A Z-O'LIC. At STIRRUP SPA.EXCEPT
.jTHN 3°-2" OF EACH END Or LEGER.
0 -4 S&R%RUN FULL LENGTH
FERMI TL 4 -,L 2--0' MTTLLAP
L SPAN D 4 -4, ?-G' All. LAP
CENTER OF GRAVITY OF
SYMABOUT MOSPAN
PAPER STRANDS-7
OF GIRDER
,
HCLD DOWN PONT
r_
E to 01-
URGED
r
----I
80% Or BASIS
L
DRAPED STRAND
PROFILE
SELL,
-OR OF GIRDER AFTER
I �' L' GIRDER
AFTER
LY
TOP OF CEZVER EFFORT SLAB IS POURED,
SLAB IS ROUSSO.
L
VA 1. L
DEAD LOAD DEFLECTION DIAGRAM
A FAR Or TRANSFER OF PRESTRESS FORCE.
mmlgxal�
TOP OF GIRDER TO BE TOUGH FLOATED AND BROCADE
TRANSVERSELY, EXCEPT THE OUTSIDE 2- OF GIRDER.
WHICH SHALL BE TROWEL FFPSHED.
THE GIRDERS SHALL BE PROVIDED WN4 A SUITABLE
LIFTING DEVICE FOR HANCONG AND ERECTNC THE GOIDERS.
PRESTRESSING STRANDS SHALL BE Gr- 0 - 7 WIRE
LOW-RFLAXAVON STRANDS WITH AN ULTIMATE STRENGTH OF
270,000 0,H AND SHALL RE FLUSH WITH THE ENDS OF
THE CRGFR,
BEND EACH END OF -4 STIRRUPS 411L
AND . 7 STIRRUPS Ir
FOR DIAPHRAGM INSERT A CONNECTION DETAILS SEE
'STEEL OTAPTRACIt' SHEET.
(D AN MULTIPLE SPAN STRUCTURFE,SrT THE
END BLOCK LENGTHS OF CICERO RESCAHG OR THE SAVE
PER TO A 2% OR TEMPLE SPANS. SET THE END CLOCK
LENGTH ON BOTH CREEP ENDS TO i 2'.
IF THE CONTRACTOR LOSS BOTTOM FLANGE TO SUPPORT
CONSTRUCTION FOPMS, THE CONTRACTOR SHALL CURVIT
FALSEWORK PLANS FCR APPROVAL TV THE ENCNEE[L
ALL CDGERS SHALL BE CAST FULL LENGTH AS SHOWNL
SPACING SHOWN FOR 'A STIRRUPS IS FOR CHACE 60
PET-CYCEMENT.1; THE FAIGROATUR WAN7S TO RI10 A 84R
STEEL
L CACCSY WELT-FIC, LONGFTLIONAIL REINFORCEMENT
HE TO -4 STIRRLIPS.2 OPTIONS ARE aVAILAELE:
L USE ASTIA A7MCPANC 60 REINFORCEMENT AND THE
STIRRUP SPACING AS SHOWN 04 TPE PLANS,
2, USE ASUA A615.GTGADE 40 REN`,GRCEHN7 AND A
MOOTED STIRRUP SPACING SUPATTED TO 4NE APPROVED
BY THE STRUCTURED DEVELCPVIN1 SECTION,
AIR ALTERNATE EOUIVALENT OF WELDED WINE FAEFIC VWWFF
MAY BE SUBSTITUTED FOR THE STIRRUP PRINCIFIRCEWNT
SHCINFOLKNIN APPROVAL OF THE STRUCTURES REVEL6,MENT
SECTION.
WELDED WIRE FABOO SHALL CONFORM TO OYE RrCLIAERENTI,
OF ASTIR A497.
CIL T3
I— THOXNESS
rti
T, 11A IIN'l
I L VIA- FIN.1
EXT. INT. SR�_
SLAB HAUNCH DETAIL
rXYVVUV HAUNCH HEIGHT r'GAN4CT BE MAINTANEO.
THE GRADE LIFE MAY BE REVISED BY THE ENCNEEF, AT TV'E
OPTION OF THE CONTRACTOR, THE. PLAN SLA9 THICKNESS iPALL BE HELD.
NOTIFY BRIDGE OFFICE OCR HAUNCH POCHrS OVER 4'.
TO )ETERFTNE -% ELEMOF TOP OF GLAS. AT q- OF SUBSTRUCTURE
UNITS A AT 0, FONTS CP EACH SPAN SHALL BE T&JKFN. THEN
TOLLOR THE PROCESS:
TOP OF DECK ELEV,AT FINAL GRADE
-TOP OF CRCER ELEVATION
- CEADLOAD REFLECTION
-SLAB THICKNESS IOU
T- STATE —PROJECT NUMBER— SHEET NO.
TOP OF DECK
FORM VA -HOLES IN WES
WITH PIPE
1550-0 8.12
SLEEVE,
NOTES
0
0
5- X 6- x
ALL DIAPHRAGM MATERIAL NOT EMBEDDED IN THE CONCRETE
BENT STEEL PLATE x 3,le A
z A %
URGED SHALL BE PAID FOR AT THE UNIT PRICE BIG PON
PLATE WASHER TIP.
THE """ 0,
THE MNVJM DISTANCE BETWEEN
'STEEL DIANTRADMIP,
CENTERS OF FASTENERS FOR SUPPORT
& ANGLE CONNECTIONS SHALL OF
E
p
EACH DIAPHRAGM BETWEEN ORDERS SHCONSTITUTE ONE UNIT.
G' X 4- A
�,o
Vla" AND THE M'NTMUM END OR EDGE
[)STANCE SHALL ED Ulp-,
ALL DAPPRACIA STRUCTURAL STEEL SHALL BE ASTM A709M GRADE 36�
ALL
ANCTE
OR
BOLTS,NUTS AND WASHERS SHALL BE ASTM A325M TYPE L
ICI
DTA- x 3'/,- IT
PLATE WASHER
ALL DIAPHRAGM STRUCTURAL STEEL SPORN SHALL BE POt-09PED
tTOP & BOTTOM BOLTS)
GALVAN17M ALL BOLT!LNUTS AND WASHERS SHALL OF HOT-DPPEO
3/,' x 7' A GALVANIZED IN ACCORDANCE WITH ASIM ADJ3 CLASS C. GALVANIZED NUTS
A
TO WASHER 'HALL BE.TAPPED OVERSIZE IN ACCORDANCE WITH THE RCUT?vv-NT$ OF
!CENTER HOLT$ ASTM A563 AND SHALL MEET THE RECUREMENTS OF SUPPLEMENTARY
11
REOVa7EVENT St OF ASTM A563,LUSUCANT AND TEST FOR COATED
r3A
:7
ST
NUTS.
0,
.
IS " X 31/,- IT OT-
Ao
0
0 0 1
PLATE WASHER
(TOP & BOTTOM SOLrSI
PON STRENGTH BOLTS
% X i/," SHOPT SLOTTED HOLES
7s-0 PFGN=STRENGTI SOL IS
WITH VEX. NUT 6 TWO WASPERS.
LON(OTUITNALLY IN ANGLES FOR
IPTR HEX.NVT A TWO WASIHRS.
V,' A BOLT -rR TWO MASHERS.
CVSRStZE fl,- 0 HOLES SECTION
AT INTERIOR GIRDERS
EXTERIOR THOTH
HEX. NUT AND /Z-FJL PLATE.
IY TPTSE CONNECTANS,
PERM III,- A POLES N WEB
(FOR
STAGGERED
DIAPHRAGMS
WITH PIPE SLEEVE.
INTERTOR
CTRDCR
t FOR CCNTNLO—US FRT-DAPHS.
PON STPENGTH BOLTS
PART TRANSVERSE SECTION ATWITH
DIAPHRAGM
HEX. PUT & TWO WASISRS.
7 ,- ELECTROPLATED FERRULE LOOP YPSFRT
(PT66" w'. CARBON RiSu
OR APPROVED EQUAL.
%, _ A TV
HOLE FOR la
2 PEOUPED,
F-
ORDER STPIRLIS
NO, 4 TIE BARS A 3'-O- LCtOC
FASTER TO GIRDED STIRRUPS.
DIAPI17acm
BOLT ANCHOPACE
X 2'U" LC.ELECTRO-
PLATED CAP SCREW WITH CNS
3'/,' 50. A A',- PI ATE
Y X 60,- x I/,- WASHER AND O-;E LOCK
BENT STEEL PLAIL WASHER, TOROUP TO 30 FT.LBS.
SECT. A -A
(FOR EXTERCR ATTACHVENT!
A,
MA-0 POLES
91 x 6-
X VI- BENT
STEEL PLATE
A& BOLT HOLES SHALL BE
SPACED SO AS TO M55
PRESTRESSED STRANDS
IN CCNCRE7E SEARS,
$
AllT 17 T72C NTATOI
F I HN
C, PARTIH AN I ,
SECTION
STRUCT
URES
EFAM FACE DIAPHRAGM PACE
DIAPHRAGM SUPPORT
T5-15_j
SEE 'ABUTMENT' SHTS, FOR WING LEN
OF ANCHOR ASSEMBLY
OR THRE BEAM.
I -GENERAL PLAN' SHT. FOR
�11 D LOCATIONS.
yo
END or WNG
END OF WHO
M.
A �-
41-T —
NAM- PLATE FOR
`� LOCATION SEE
GENERAL PLAIN SHr,
—BENCH MARK CAP
um
R509
R1507
R504
BfQ- C IQ -
OUTSIDE ELEVATION
ABUT, BACKWALL,
R507
R504
R509
R507
--R505 R504
R509
OF ANCHOR
HEMaLy
R505
R501
L B550068
R510
SECTION A
ZOPTIONAL CONSTRUCTION JOINTS
N THE PARAPETS MAX BE USED.
PUN 84R DRIFT THOU THE J(CNT,
LAP LCIOG% BARS A VN. OF 1'-9-
wN, JOINT SPACNIG OF 80'-0,
SEEMS CCTIST. JC:NT
WITH A Yq' 'TCROOVE,
S509
S51D c
R507
R504
R509
R510 ROM
SECTION B SECTION C
NOrEZFOR WINGWALL RUSTICATION SEE SHT,6.
BILL OF BARS
FOR ABUTMENT PARAPETS
cx
R501
3- IF
R502
4R- A-0-
�7—
R506 R508 R510
C TR5- CONTINUOUS CG'P GROOVE.
ERIVNAIE 2-0- VRCIA ABUTMENTS.
SECTION THRU PARAPET ON BRIDGE
R503 R505
Tf'P,AD,D INSERTS FOR X 2^ LONG
GALVANIZED HEX ,HE-10 CAP SC;EhSCAP
SCREWS TO BE TPREADI-U) A A,N,cr C%-
AND SHALL BE SUPPLTU,INCLLGG WASHERS.
WITH ASSEMBLY, riSERTS TO BE THRTACED
A M:NYUM OF ly�-
o PARS
WELD TO INSERTS.
2' FACE OF SPIN, ARCOT
CONCRETE; ASSEMBLY
LEND Or INSERT yl- A BARS
TO BE CLOSED, WELD TO NSERIS,
DETAIL OF ANCHOR ASSEMBLY
NOTE: HF - WASHERSX. HEAD CAP SCREWS & WASHERS TO Bz
GALVAN!iEO IN ACCORDANCE WITH AASHTQ M232 CLASS C
CC'iST.JCMT - STRIKE OFF
AS SHOWN.
--E
ET es z
.F"
4 95
TIIU JUL IW 12Y57:22 1997-
---1 � 1- -
t 1550000210A10 I . ,, 6q, 15-.AM2002 07:58
Is
I
�E
END AREA (50. FT.) VOLUME (CU. YDS.) CUMULATIVE VOLUME (CU. YDS.i
STATION CUT FILL CUT FILL CUT FILL MASS HAUL
271.00,00
97,8
93.7
0
0
0
0
0
272-00.00
93.7
27.9
355
20T
355
20T
148
273.00,00
51.5
20.3
269
71
623
277
346
274-00.00
59.6
36.8
206
106
829
383
446
275.00.00
44.0
61.8
192
183
1021
566
456
276-00.00
12.2
391.3
104
839
1125
1405
-279
277-00.00
130,7
43.3
265
805
1390
2209
-819
278^00X0
6.5
264.2
254
570
1644
2779
-1135
279-00.00
993.7
0.0
1852
489
3496
3268
228
280-00.00
627,8
0.0
30D3
0
6499
3268
3231
281-00.00
273.5
0.0
1669
0
8168
3268
4900
282-00.00
308.4
0.0
1078
0
9246
3268
5978
283-00.00
0.2
395.0
572
731
9818
4000
5818
284-00.00
0.0
744.9
0
2111
9818
6111
3708
285-00.00
0.0
789,2
0
2841
9818
8951
867
286.00XO
0.0
634.6
0
2637
9B1B
11588
-2770
286-46.00
OX
600.1
0
1052
9818
12640
-2822
286-79.00
0.0
366,6
0
591
9818
13231
-3413
287-00.00
0.0
421.8
D
307
9818
13537
-3719
288.00XG
6.3
60.2
12
893
9830
14430
-4600
289�00.00
68.1
6.6
138
124
9968
14554
4586
290-00>00
373,9
0.0
818
12
10786
14566
-3779
290-73.00
511.2
19.9
1196
27
11983
14593
-2610
291.00.00
480.3
19.8
496
20
12479
14613
-2134
292.00,00
322.4
19.3
1487
72
13965
14685
-720
293-00.00
581.5
16.4
1674
66
15639
14751
BOB
293-35.00
721.0
15.7
844
21
16483
14772
IT12
2134.00,00
1050.5
14.4
2132
36
18616
14808
3808
295-00.00
1380.8
12,7
4502
so
23118
14858
8260
295-98.00
2402.0
11.3
6865
44
29983
14902
150BI
296.00.00
2398,7
11.3
I78
1
30161
14903
15258
297-00.00
2348.3
9,4
8791
38
3B952
14941
24011
298-O0X0
2245.5
6.0
8507
29
47459
14970
32489
298-60.00
2274.9
3.3
5023
10
524B2
14980
37502
299-00.00
2323.1
20.9
3406
18
55888
1499B
40890
300-00.00
1061.4
13.4
6268
63
62155
15061
47094
300.57,00
944.6
0.0
2117
14
64272
15075
49196
301-00.00
938.4
0.0
1499
0
65771
15075
50695
301.23.00
1015.2
5.6
832
2
66603
15078
51525
301-40X0
1255.9
5.1
715
3
67318
15081
52237
302.00,00
1403.5
3.6
2955
10
70273
15091
55182
302-50.00
1407.5
216
2603
6
72875
15097
57779
303-00.00
957,4
1.7
2190
4
75065
15101
59964
303-07X0
775.9
35.4
225
5
75290
15106
60184
303.85=
764.8
635.0
2226
968
7T515
16074
61442
304-00.00
759.7
793,6
423
39T
77939
16471
61468
305*00.00
835.1
1640.6
2953
450B
80892
2097B
59914
306.00X0
I0T2.3
900.3
3532
4705
84424
25654
58741
306-70.00
1434.9
61.9
3250
1247
87674
26931
60743
307-00.00
1815.4
17.5
1806
44
89480
26975
62505
307-13.00
1953.0
4,3
907
5
903B7
26980
63407
308.00,00
2469.4
1.0
7125
9
97512
26989
70523
7 STATE PROJECT NO: 1550-00- 80,81
ftc au :
STH 35 / 64
END AREA 60, FT.l VOLUME (CU. YDS.) CUMULATIVE VOLUME (CU, YDS.)
STATION CUT FILL CUT FILL CUT FILL MASS HAUL
30B-00.00
2469,4
110
7125
9
97512
26989
70523
308-12.00
2569.4
1.0
1120
0
98632
26990
71643
309.00,00
3399.4
1.0
9727
3
108359
26993
81366
310.00,00
4121.2
1,0
13927
4
122286
26997
95290
310-08.65
4149.8
1,0
1325
0
123611
26997
96614
310-41.00
3972.3
1,0
4866
1
128477
2699B
101479
310.44,00
4015,O
1.0
444
0
128921
26998
101922
311-00.00
3490.7
0.9
7784
2
136704
27000
109704
312-00.00
2605.2
0,6
11289
3
147993
27003
120990
312.38,29
2327.6
0,4
3498
1
151491
27004
124487
313-00,00
1922,3
0.0
4857
0
156347
27004
129343
313-69.00
1645,4
010
4559
0
160906
27004
133902
314-00.00
1541.6
0,0
1830
0
162736
27004
135731
315.Omo
1243.6
0.0
5158
0
167894
27004
140889
315-66.39
965,9
0.0
2716
0
170610
27004
143606
316-00.00
808,9
0.0
1105
0
171715
27004
144710
316-97.62
258.7
153.B
1930
278
173645
27282
146362
31T-00.00
244.0
I85,1
22
15
173667
27297
146370
317-56.00
287.3
116.5
551
313
174218
27610
146608
311`-63,00
329.0
86.8
80
26
174238
27636
146661
318-00.00
192.6
1T8,I
357
181
174655
27818
146837
318.94,47
102.9
2372,6
517
4462
175172
32280
142892
319.00,00
102.9
2319.6
21
481
175193
32761
142433
320.00,00
83.0
199015
344
7982
175537
40742
134795
320-25.70
80.1
2665.6
78
2216
175615
4295B
132657
321-00.00
94.5
2729.3
240
7423
175855
50381
125474
322-00.00
135.7
1211,2
426
7297
1T6282
57678
118604
322-51.00
415.5
104.6
521
1243
176802
58921
117882
323-00.00
1393,8
4.8
1642
99
178444
5902D
119424
323-54.16
2160.1
6,0
3564
11
182009
59031
122978
324-00.00
2833.8
7.1
4239
11
186248
59042
127206
324-84.85
2128.7
9.1
7798
25
194045
59067
134978
325-00.00
2236.7
9.4
1225
5
195270
59072
136198
326-00.09
2083.2
11,7
8000
39
203270
59112
144158
327-00.00
3197.0
0.0
9778
22
213048
513133
153915
328-00.00
4234.7
0.0
13762
0
226810
59133
167677
328-11.85
4304,1
0.0
1874
0
228684
59133
169551
329.00,00
4071.1
33.0
13672
54
242356
59187
183169
330-00.00
2503.9
78.9
12176
207
254532
59394
195138
331-00.00
405.0
1418.2
5387
2772
259919
62167
197752
332-00.00
2BI.3
1872,2
1271
6093
261190
68260
192930
333-00.00
243.3
1223.3
972
5732
262161
73993
188169
333.04,86
239.5
1159.8
43
214
262205
7420T
187998
334-00.00
139.5
1623,8
668
4904
262873
79111
183761
335.omo
67.9
2614.5
384
7849
263257
86960
17629T
336-00.00
42.1
2784.5
204
9998
263461
96958
166503
336-02.77
41,9
2773.2
4
285
263465
97243
166222
336-67.86
35.0
1240.3
93
4838
263558
102081
161477
337.00,00
205.3
955.1
143
1307
263701
103388
160313
338-00.00
38,8
1228.9
452
4045
264153
107432
156721
HWY: STH 35 / STH 64 1 COUNTY: ST. CROIX ICOMPUTER EARTHWORK DATA SHEET
1. .rc � 1a-Jmi-euul ug:btl W. Wr � MOT Y v
NOTE: AN EXPANSION FILL FACTOR OF 33% WAS USED.
(SHEET NO: 1.1 1 E
vswl8pD5 WIT Q
150TH AVE
L: lat a csfct I WV'rojectS%06,15500002\M1 02-", dg� 07:58
i• _
END AREA (SO, FT.) VOLUME (CU. YDS.1 CUMULATIVE VOLUME fCU. YDS.)
ST AT ION CUT FILL CUT FILL CUT FILL MASS HAUL
6.50.00
15113
0„0
0
0
a
0
0
6.89,64
75,4
1.5
166
1
166
1
165
7-00.00
42.4
8,0
23
2
189
3
186
T-37,49
21.9
37,8
45
32
234
35
199
7-50.00
13.0
45,7
a
19
242
54
i88
8.00„00
0.4
86.4
12
122
254
176
78
8-50.00
0.0
121„7
0
193
255
369
-114
9.00,00
0.0
141„9
0
244
255
613
-359
9-49.00
0.0
135.8
0
252
255
865
-611
9-50.00
0.0
136.7
0
5
255
STO
-616
10.00.00
0.0
161,9
0
27T
255
1147
-892
10.50,00
0,4
195,8
0
331
255
1478
-1223
11-00.00
0,0
269.5
0
431
255
1909
-1654
11�50.00
0.0
345.0
0
569
255
2478
-2222
12-00.0()
0,0
419.9
0
708
255
3186
-2931
12.50,00
0,0
528.5
0
878
255
4064
-3809
13-00.00
010
519„5
0
97O
255
5035
-4779
13.50,00
0,0
769,6
0
1194
255
6228
-5973
13-67.33
0.0
1006.2
0
STO
255
6798
-6543
14-00.00
0„0
1516.1
0
1526
255
8324
-8069
14-50.00
G,o
2167.0
0
3410
255
11734
-11479
15-00.00
0.0
3263.1
0
5028
255
16762
-16507
15-42.90
0.0
3747.T
0
5569
255
22331
-22076
15-50.00
0.0
3776.0
0'
990
255
23321
-23066
16.00.00
0,0
3921„2
0
7127
255
30448
-30193
16-50.00
0„0
3455.7
a
6830
255
37279
-37023
17-00,00
0.0
2577.8
0
5587
255
42865
-42610
19.00,00
0.0
7009.7
0
0
0
0
0
19-50,00
0„0
7230,6
0
13185
0
23185
-13185
20�00'00
0.0
6409.5
0
12630
0
25B15
-25815
20-50.00
0,0
5932,7
0
11428
0
37243
-37243
20-56.68
0,0
5825,1
0
1454
0
38698
-38698
21.00,00
010
4984„3
0
8672
0
47369
-4T369
21.50,00
0,0
4343,7
0
$637
0
56006
-56006
22-00.00
0.0
3322.4
0
7098
0
63105
-63105
22-50.00
0,0
1789.8
0
4733
0
67838
-6783B
23.00,00
21.6
173.6
20
Isla
20
69656
-69636
23-50,00
723.7
010
690
161
710
69817
-69107
23-96.48
0,0
822.8
623
TOB
1333
70525
-69192
24.00.00
0,0
943.4
0
115
1333
T0640
-69307
24.50.00
0.0
1109.9
0
1901
1333
T2542
-71208
25-00.00
0.0
163.6
0
1179
1333
73720
-7238B
25.50.00
58.1
219„6
54
355
138T
74075
-72689
26-00=
0„o
268,1
54
452
1441
T4527
-73086
26^07JG
0„0
288,8
0
80
1441
74607
-73167
26-50.00
18„7
152.8
15
345
1455
74953
-7349T
27.00,00
0„1
180.5
17
309
1473
75261
-73789
27.50.00
0„0
93„8
0
254
1473
75515
-74043
28.00,00
0„4
179.2
0
253
1473
75768
-74295
28^50.00
6„2
157,7
6
312
1479
76080
-74601
28-93.47
1019
82.6
14
193
1493
76273
-74781
29,00.00
10.8
74.0
3
19
1495
T6292
-74797
29.50,00
59„9
3B„5
65
104
1561
76396
-74836
30-00.00
34.5
15,7
BT
so
1648
76447
-74798
30^50,00
195.9
lo,1
213
24
1B61
76471
-74610
31-00.00
45.6
7.2
224
16
2085
764B7
-74402
31-50.00
39.0
7.2
78
13
2163
76500
-74337
32.00.00
34.4
10.2
68
16
2231
76515
-74284
32.50,00
26.3
16.1
56
26
22ST
76542
-74255
33-00„00
22.5
20,0
45
35
2332
76577
-74245
END AREA (SO. FT.r VOLUME (CU. YDS,) CUMULATIVE VOL. fCU. YDS,1
STATION CUT FILL CUT FILL CUT FILL MASS HAUL
0.00,00
0,0
0.0
0
0
0
0
0
0.50.00
25,8
519
24
6
24
6
18
1.00,00
35.9
3,4
57
9
81
14
67
1.50.00
60.5
O.3
89
3
170
18
153
2.00„00
87.5
1,7
137
2
307
19
288
2-44,01
162,2
6.4
203
7
511
26
485
2.50,00
178.4
9.4
38
2
548
28
521
3-00.00
472,8
0.0
603
9
1151
36
1115
3-50.00
950.1
m
1318
0
2469
36
2432
4-00.00
798.5
010
1619
0
4068
36
4051
4-50.00
680.1
0„0
1369
0
5457
36
5421
5.00„00
368.8
0.0
971
0
6428
36
6392
5-50.00
198.1
m
525
0
6953
36
6917
6.00,00
131.6
0,0
305
0
7258
36
7222
6.50,00
118.7
0.3
232
0
7490
37
7454
7-00.00
98,6
95.7
201
89
7691
126
7566
7-34.92
35.1
272.9
86
238
7778
364
7414
7.50„00
5.3
390.9
11
185
7789
549
7240
8.00„00
0.0
824,9
5
1126
7794
1675
6119
8.50,00
0,0
1279.6
0
1949
7794
3624
4170
9-00.00
0,0
1382.7
0
2465
7794
6089
1705
9-41.93
0.0
1204.6
0
2009
7794
8098
-304
9.50,00
010
1152,7
0
352
7794
8450
-656
10-o0m
010
704,0
0
1719
7794
10169
-2375
10.50,00
39,2
20,3
36
671
7830
10840
-3009
11-00.00
290>3
m
305
19
8136
10859
-2723
11-50.00
327.1
0.0
572
0
8707
10859
-2151
12.00,00
160.6
0„0
452
0
9159
10859
-1700
12-50.00
269.0
0.0
398
0
9557
10859
-1302
12-73.64
264,6
0,0
234
0
9790
10859
-1068
13.00,00
246,1
0„0
249
0
10039
10859
-819
13-50.00
311.6
0,0
516
0
10556
10859
-303
14.00,00
154.2
22.9
431
21
10987
10880
107
14-50.00
63.9
110.3
202
123
11189
11003
186
15-00.00
43,9
287,B
100
369
11289
11372
-83
15-50.00
42,9
96,0
$o
355,
11369
11727
-358
16-00.00
O.i
87.1
40
170
11409
11897
-488
16-50.00
86„7
6„0
80
86
11489
11983
-494
17.00,00
202,5
3.2
268
9
11757
11991
-234
17-50.00
51.6
46.5
235
46
11992
12037
-45
18-00.00
161.8
86.2
198
123
12190
12160
30
18-50.00
215„9
33„3
350
111
12540
12271
269
18.64,95
245.7
45.3
128
22
12667
12293
375
19-00.00
359.4
6.9
393
34
13060
12327
733
19-50.00
42,3
186.1
372
179
13432
12505
927
20.00.00
0.0
795„9
39
909
13471
13415
56
20-50.00
37,3
369.7
35
1079
13506
14494
-988
20.84,09
107,7
86.6
92
288
13597
14782
-1185
21.00,00
111„8
20.7
65
32
13662
14814
-1152
21-50.00
100.2
O„2
196
19
13858
14833
-975
21-91.26
1911
1,8
91
1
13949
14834
-885
END AREA (SO. FT.1 VOLUME (CU. YDS.i CUMULATIVE VOL. (CU, YDS.)
STATION CUT FILL CUT FILL CUT FILL MASS HAUL
10-00.00
010
363.4
0
0
0
0
0
10.50,00
0.0
226.7
0
546
0
546
-546
11-00.00
43,7
16.6
40
225
40
772
-731
11-25.00
29.7
3.9
34
9
74
781
-707
11.50,00
16,3
14.3'
21
8
96
789
-694
14-00.00
0.0
86,2
0
80
ill
682
-772
14-50.00
5.1
185,0
5
251
116
1134
-1018
15-00.00
25.2
793,1
28
906
144
2039
-1896
15-50.00
0.0
0.0
23
734
167
2774
-260T
16.omo
0.0
0.0
0
0
167
2774
-2607
NOTE: AN EXPANSION FILL FACTOR OF 33% WAS USED.
STATE PROJECT NO: 1550-00-80,81 HWY: STH 35 / STH 64 COUNTY: ST. CROIX COMPUTER EARTHWORK DATA SHEET ISHEET NO:
�VCAM MI Q
L dr
ff
STAGE I TEMPORARY WIDENING
END AREA fSO. FT.) VOLUME (CU. YOS.) CUMULATIVE VOL. (CU. YDS.)
STATION CUT FILL CUT FILL CUT FILL MASS HAUL
290-00.00
0.0
0.0
0
0
0
0
0
290-73.00
0.0
0.0
0
0
0
0
0
291-00.00
03
0.0
0
0
0
0
0
292-00.00
0.0
0.0
1
0
1
0
1
293-00.90
0.0
0.0
0
0
1
0
1
293-35.00
0.0
0.0
0
0
1
0
1
294-00.00
0.0
0.0
0
0
1
0
1
295-00.00
0.0
0.0
0
0
1
0
1
295.98-00
23.8
5.4
43
10
44
10
34
296-00.00
23.6
5.6
2
0
46
la
35
297-00.00
16.8
8.1
75
25
121
36
85
298-00.00
11.8
10.7
53
35
173
TO
103
298-60.00
1.8
44.T
15
62
188
132
57
299-00.00
2.0
129.7
3
129
191
261
-70
300-00.00
1,9
I73.0
7
561
198
822
-623
300.57.00
3.2
147.6
5
338
204
1160
-956
301-00.00
2.1
132.6
4
223
208
1383
-1175
301-23.00
2.5
125.7
2
110
210
1493
-1283
301-40.00
2.1
120.7
1
78
212
1571
-1359
302°OD.00
0.9
105„2
3
251
215
1822
-1607
302-50.00
1.0
69.2
2
161
217
1983
-1767
303-00.00
1.1
149„1
2
202
219
2186
1967
303-07.00
5.1
22,0
1
22
219
2208
-1988
303.85„00
1.1
160.6
9
264
228
2471
-2243
304.00,00
1.1
154.7
1
so
229
2559
-2330
305-00.00
1.3
79.0
4
433
234
2992
-275B
306-00.00
5.8
5.8
13
157
247
3149
-n02
306.70.00
71.5
0.0
100
7
347
3156
-2809
307-00.00
176.5
0.0
13B
0
485
3156
-2672
307-13.00
222.0
010
96
0
581
3156
-2576
308-00.00
412.5
0.0
1022
0
1603
3156
-1553
308-17-00
439.5
010
189
0
1792
3156
-1364
309.00.00
433.1
0.0
1422
0
3214
3156
58
310^00.00
245.3
0,0
1256
0
4470
3156
1314
310-08.65
278.2
0.0
84
0
4554
3156
1398
310.41.00
196.1
0.0
284
0
4838
3156
1682
310.44,00
191.0
0.0
22
0
4860
3156
1703
311„00.00
140.3
0.0
344
0
5203
3156
2047
312.00,00
87.7
0.0
422
0
5626
3156
2469
312-38.29
61.8
0.0
106
0
5732
3156
2575
313-00.00
32.4
0.0
108
0
5839
3156
2683
313-69.00
25.7
0.0
74
0
5914
3156
2757
314.00.00
22.1
0„0
27
0
5941
3156
2785
315-00.00
8.7
0.0
57
0
5998
3156
2842
END AREA (SO. FT,) VOLUME CCU. YDS,u CUMULATIVE VOLUME CCU, YDS,l
STATION CUT FILL CUT FILL CUT FILL MASS HAUL
329.00
12.9
0.0
329.50
12.5
0.0
23.5
0.0
23.5
0.0
23.5
330.00
47,0
0.0
55.1
0.0
78.6
0,0
78.6
330.50
102.9
O.0
138.8
010
217.4
0.0
217.4
331.00
140.0
010
2!24.9
O.0
442.3
0.0
442.3
331.50
0.0
107,5
129,6
132.4
STI.9
132,4
439,5
332.00
0.0
179,0
0,0
352.8
571.9
485.2
86„8
332.50
0.0
0.0
0.0
220.4
571.9
705.6
-133.7
333.00
161.0
11210
149.1
137.9
721.0
843,5
-122.5
333,50
112.0
119.0
252.8
284,5
973.8
1128.0
-154.2
334.00
50.0
259.6
150.0
466.2
1123.8
1594.2
-470.4
334-50
5810
332.2
100.0
728.7
1223.8
2322.9
.1099.1
335.00
49,4
400;0
99.4
901.6
1323.2
3224.5
-1901,3
335.50
33.4
420.0
76.6
1009.13
1399.8
4234.3
-2B34,6
336.00
20.0
220.0
49.4
788.1
1449,2
5022.5
-3573,3
336.50
10.0
130.0
27.8
431,0
1476.9
5453.5
-3976.5
337-00
140.0
1.6
138„9
162.1
1615.8
5615.6
-3999.7
337.50
70.0
0.0
194.4
2.0
1810,3
5617.5
-3807.2
338.00
40.0
0.0
101.9
0.0
1912.1
5617.5
-3705.4
338.5D
0.0
5.0
37.0
6.2
1949.2
5623.7
-3674.5
NOTE: AN EXPANSION FILL FACTOR OF 33% WAS USED.
STATE PROJECT NO: 1550-00-80,81 1 HWY: STH 35 / STH 64 1 COUNTY: ST. CROIX COMPUTER EARTHWORK DATA SHEET ISHEET NO: - 9-3
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