HomeMy WebLinkAbout2013-05-01 PACKET 04.H.REQUEST OF CITY COUNCIL ACTION COUNCIL AGENDA
MEETING ITEM #
DATE � � �i� . �
PREPARED BY Community Development Jennifer Levitt
ORIGINATING DEPARTMENT STAFF AUTHOR
***********�*******�*�*�****:�***��**********:�*�*
COUNCIL ACTION REQUEST
Consider approving the Washington County Road 19A Project within the municipal corporate
limits of Cottage Grove.
STAFF RECOMMENDATION
Adopt the resolution approving the Washington County Road 19A Project within the municipal
corporate limits of Cottage Grove.
BUDGET IMPLICATION: $N/A
BUDGETED AMOUNT
ADVISORY COMMISSION ACTION:
❑ PLANNING
❑ PUBLIC SAFETY
❑ PUBLIC WORKS
❑ PARKS AND RECREATION
❑ HUMAN SERVICES/RIGHTS
❑ ECONOMIC DEV. AUTHORITY
❑
SUPPORTING DOCUMENTS:
DATE
$N/A N/A
ACTUAL AMOUNT FUNDING SOURCE
REVIEWED
❑
❑
❑
❑
❑
❑
❑
APPROVED
❑
❑
❑
❑
❑
❑
❑
DENIED
❑
❑
❑
❑
❑
❑
❑
� MEMO/LETTER: Memo from Jennifer Levitt dated 4/25/13
� RESOLUTION: Draft
❑ ORDINANCE:
❑ ENGINEERING RECOMMENDATION:
❑ LEGAL RECOMMENDATION:
� OTHER: Construction Plans for County Road 19A Project
ADMINISTRATOR'S COMMENTS
Administrator
�� �
Date
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COUNCIL ACTION TAKEN: ❑ APPROVED ❑ DENIED ❑ OTHER
CITY OF COTTAGE GROVE
� MINNESOTA
To: Honorable Mayor and City Council
Ryan Schroeder, City Administrator
From: Jennifer M. Levitt, P.E., City Engineer
Date: April 25, 2013
Re: Municipal Consent for Resurfacing of County Road 19A from Miller Road to
South End of Bridge #9071
Background/Discussion
Washington County will be resurFacing County Road 19A from Miller Road to the south
end of Bridge #9071. The bid date for the project is May 21, 2013. It is anticipated to be
before the County Board for award on June 11, 2013. The County Road 19A project is
being bid as a package of similar resurfacing projects on CSAH 13 and County Road
76. The contract is set up to complete one project before moving on to the next. The
order of construction is as follows with the anticipated construction durations:
• CSAH 13: �4-5 weeks of construction
• CR 19A: �1 week of construction
• CR 76: �4-5 weeks of construction
Completion of the above three projects is anticipated in late August/early September.
There is no cost participation from the City for this project; the project is fully funded by
Washington County.
Recommendation
It is recommended the City Council adopt the attached resolution approving the
Washington County Road 19A Project within the municipal corporate limits of Cottage
Grove.
RESOLUTION NO. 2013-XXX
A RESOLUTION APPROVING A WASHINGTON COUNTY
PROJECT WITHIN MUNICIPAL CORPORATE LIMITS
WHEREAS, a Washington County Recommended Plan, dated April 21, 2013, for
County Road 19A, County Project 13-31906, showing proposed pavement
improvements for County Road 19A from Miller Road to the south end of Bridge #9071
within the limits of the City of Cottage Grove, has been prepared and presented to the
City.
NOW THEREFORE BE IT RESOLVED, the City Council of the City of Cottage
Grove, County of Washington, State of Minnesota, supports the Washington County
Construction Project 13-31906 on County Road 19A from Miller Road to the south end of
Bridge #9071.
Passed this 1 st day of May 2013.
Myron Bailey, Mayor
Attest:
Caron M. Stransky, City Clerk
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MINNESOTA DEPARTMENT 4F TRANSPORTATION
WASHtNGTON COUNTY PUBLfC WORKS DEPARTMENT
C4NSTRUCTI�N PL.AN FQR: BITUMINOUS OVERt�AY, NtILL BITUMIN�US SUR�ACE, STRIPING
coAraut� aa Ctrr �tuits ������� �—
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SCALES
INDEX MAP 4a00'
PLAN �Qa'
LOCAT�D ON CR 79A (INNOVATION RD.► FROM MILLER RD. TO SOUTH �ND OF BRIDG�' #9071
c.P. is--si9so
CR 19A - INNOVATION RD.
GROSS LENGTH �•�i79FT 0.69T MILES
BRIDGES LENG7H fl FT � MILES
EXCEPTIONS LENGTH 4 2 FT 0.008 MILES
NET LENGFH 3,637FT �•689 MILES
LEGAL D�SCRIPTION�
BEGINNING AT A POINT 881' S OF THE NY( CORNER OF
THE SE QUARTER SEC. 27 T27N R211k 70 A pOINT 43'
N AND 221' E OF THE Sw CORNER OF THE SE QUARTER
SEC. 22 T27N R21W,
DESIGN pESIGNATION
ADT 2013 2.70Q VPD
AOT 2033 12.400 VPD
FUNCTIONAL CLASS "B" MINOR
NQ. OF TRAfFIC LANES 2
NQ. OF F'AfiK1NG LANES �
SHOUL4ER WIDTH 10 F'7
li�VALUE X
TON DESIGN x
ESALS x
DESICN SPEEO (MPH} 55
BASED ON STOPPING SIGHT �ISTANC�
3.5 FT HEIGHT OF EYE
2.4 FT NEIGHT OF OBJECT
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EN� C.P. 13-3190�
S1"Ao 47 _04
�XCEPTIQN AREA
STAo 11+15 TQ 11+57
BEGo CoPo 13-31906
srao io+25
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�LflSS1SStPPi ( RlVER
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PROJECT LOGATION
CQUNTY: WASHINGTON
G.P. 13-31906
MINN. PRpJ. N0.
GOVERNINC SPECIFICATIQNS
7HE 2005 EDITION QF THE MINNESOTA DEPARTMENT OF TRANSPORiAT[ON
"S7ANOAR� 5PECIFICATIpNS FOR CONSTRUCTION" SHA�L OQVERN.
AI.L 7RApFIC CONTROL UEYICES AND SIGNING SHALL CONFORM TO THE
LATE5Y EDI7[ON OF THE "MINNESOTA MANUAL ON UHIFORM
Ti?AFFIC CONiROL DEYICES" tMN MU7CD) INCLUDING THE LATEST
"FIELn MANl1AL FOR iEMPORARY TRAFFIC CONTROL ZONE LaY0U7S".
THE PLAN INDICATES THE GENERAI LQCATION OF HNOMN UTILI73E5 ON
THE PRQJECT. ALt UTILITY LOCATIONS ARE APPROXIMATE. PRIOH TO
CONSTRUCTION THE CONTRACTOR SHAI.L YERIFY ALL UNOERGROUND
UTILITY LOCATIQNS ANO ELEYAiI0N5 IYITH THE UiILITY COMPqN[ES.
THE 5U65URFAGE UT[I,�TY INFORMATION IN TtiIS PLAN [S UTILITY
QUALIiY LEVEI D, THIS QUAi.ITY LEYEL NAS OETERM€NED ACCORDING
TO THE CUI�ElINES OF ASCE C-I 38-02, ENTITLED "STANdARD
GUIDELINES FQR THE COILECTION AND OEPICTION OF E%IS7FNG
SUBSURFACE UTIl1TY OAiA".
INDEX
SHEET N0. SHEET OESCRIPTION .
� 7ITLE SHEET
2 ESTIMATEQ QUANtIiIES,SSANDARD PLATES,NOTE5
3 iABULATIONS
4 iYPICdL SECTIONS
5-6 CONSTRUCT(ON PLANS
T-8 STRIPING NOTES & DETAILS
iHIS PIAN CONTpINS 8 SHEETS.
OESICN EHCiNEEHt ! HEI7EHY CERTIfY THAT TH►5 PLAN 1fA5 PREPAREO 8Y YE UR I1NDEti
NY OIRECT SUPENYISION, AND THAT I AM A DULY LICENSED PHOFESS30NpL BHGFNEER
t1N0EA TNE LANS OF THE STATE OF UINNESOTA.
OATEe l[CENSE NWBER�
DATE�
APPROVED� CITY Of COTTAGE CROVE ENGINEER
OATEr
ApPROYED� RASHINCTON COUNTY ENC[NfER
SHEET N0. 1 QF $ SHEETS
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STAT�MENT OF E�TIMATED QUANTITIES - C.P. 13-31906
NOTEB OR
�� ITEM NLIMHER STEM DE$CRSPTION UNIT R'OTAL
QTY.
2021.501 MOBILTZfifiTON I,uMP SUM 1
A 2104.5].3 SAWTNG HTTUMTNOUS PAVEMENT �TN FT 530
C,� 222�..501 AG�REGATE SHOU�DET2ING CLASS 2(LR} TON 94
S 2232.507. MILI, BITUMINOUS SURFACE 1.5" SQ XA 549
C� 2 2357.502 BITUMINOUS MATERIAL FQR TACK COAT GALLON 693
C, 3 2360.5D1 TYPE SP 12,5 WEARING COUR3E MIXTURE (4,S} TON 1,205
q, 5 2563.601 TRAEFIC CONTROL i�UMP SUM 1
A, 6 2582.501 PAVT M55G (RR R2NG) POLY PREE ' EAC3i 1
D � 6 25@2.5�2• 9" SpLID LINE WRIT� -�PDXX �,IN FT 7,274
D, 6 25B2.5Q2 9" BROK�N LINE 47HITE -- EPDXY I,IN E'T 50
D, 6 2582.502 4" SOT,SD LINE YELLON -�pOXY I,IN �'T 897
D, 6 2562.502 4" BROKEN I,IN� XELLQV7 - EPDXY I,IN ET 179
D, 6 2582.502 4" DOUBLE SOLID LINE SIELI,OW - EPDXY I,IN F� 2� 671
D, 6 25B2.502 24" BTOP LIN� VlHITE-POLY PREF • I,IN FT 24
STANDARD PLATES
iNE �OLLOMING STANaaFD PLATES, ApPROVED BY THE FEDERAL
HIGHnAY AUMINISTRATTON. SHALL APPLY ON THIS PRQJEC7
PLATE NO DESCRIPTION
aooa z STANDARD BARRICADES
PROJ�CT SP£CIA! TRAFFIC CONTROL �EVICES t4,5}
ITfr f/4W i1P£ S1iE Cd.OA OWMi1ir
BLACK
��, czo-i sa°xz9 �� oN 2
ORANGE .
' 'aDi G20 48"x24'� pNACK 2
ORANGE
�� W20-1 36"x36�� a►�vacK Z
O OAANGE
� �� FLASH�R Z
i"� ♦ TYPE "A"
N0T�5:
1. COMPUTEQ AT�1.8 TON/CY
2. COMPUTED AT 0.05 GAL/SY FOR UNMILLED SURFACES
AND 0.085 GALlSY FOR MILLED SURFACES,
3. COMPUTE� AT 113 LB5l5Y/IN OF THICKN�SS.
SEE SPECIAL PROVISIONS FOR ADQITIONAL INFORMATION.
A. ALL TRAFFIC CONTROL SIGNING AND UEVICES SHALL CONFORM TO THE
MN MUTCD, INCLURING THE MOST CURR�NT "TEMPORARY TRAFFIC CONTROL
LAYOUTS FIELD MANUAL." ALL S1GN5 5HALL BE POST MOUNTEQ.
5. TRAFFIC CONTROL SHALI BE PA10 FOR AS A Lt1MP SUM ITEM.
QUANTITI$S SHOWN ARE F�R INFORMATTONAI PURPO5�5 ONLY
ANQ ARE NOT TO 8� USED FOR PAY QUANTITIES. �EPENDING ON
TH� CONTRACTOR'S aPERATI0N5 AND pURATION SE� TM� SP�CIAL
PROYISIONS �OR COMPLETE TRAFF[C CON7ROL REQUIREMENTS.
6, SEE SHEETS 7-8 F4R STRIPING NOTES & DETAIE.S.
ESTiMATED QUANTITYES
STAiVDARp PLATES
TRAFFIC GONTROL
NpTE5
i
SAWING BITUMINOZTS PAVEN�NT A
STATION I,OCATION LIN k'T
10+25 TO 11-h15 C/L & LT 212
11+57 C/L 42
19+36 RT 33
46+11 I,T 123
9&+16 RT 120
TOTAL 530
MILI, BITUMINOUS SUl2FACE B
MILL 1.5"
$TATIONB (1) LOCATTON AREA (2 FT WIDE} {3 ET V7IDE)
SQ Yn SQ YD SQ YD
.10+25 TO 11�15 C/?� 420
1J.+57 TO 11-F62 C/L l4
19+38 RT '7
4 6+�17. I,T � 27
46t16 RT 27
47+OA C/� 8
� TOTAI, A20 69 14
(1) MxLL EAL9E JOTNT TO MATCH EXSSTTIVG PAVEMENT.
LOCATION9 TO BE DETERMTNED TN THE FIE�D.
BITUMINOUS AND AGGRECATE SUMMARY C
TXPE SP 1.2.5 BIT. MAT. CI�ASS 2
$TATION Tp STATION W�ARTN� EO�t A��. SHI,D.
' COU�2S� TACR COAT LTMEROCK
(SPj9E8990H)
TON (2} GAL (3) TON (4}
10+25 TO 11+15 37 36 2
11+57 TO 47+04 1168 657 92
xOTAL 1205 693 94
{2) BITUMINQUS MIXTURE COMPUTED AT 7.J.3 LBS QE� SQUARE YARD P$1t INCH OF THICKI3ES5.
(3) BITUMINOUS MATERIAI, F,'OR �ACK COAT COMPUTED AT Q.05 GALLON3 PER SQAARE YARD.
EXCGPT FQR MILLED A,REAS WI TACK COAT zS COMPUTED AT 0.065 GAL7,ON$ P�R SQUAI2� Y2�ItD.
(9) CL, 2 AGGREGATE COMPU��A AT 7,.8 TONS PER CIIBIC YARD.
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STRIPING & FAVEMEN� MARKINGS D
PAVT MSSG A'" DOUBLE $OIiTD 24" SOLID
9" SOLZD ZSNE 4" B1tOKEN LINE 4" SOLTD LINE 4" BROIiEN LINE V7HIT� BTOP
• STATION TO STATION tRR XIN6) WAITE VTHITE - EPDXY PIHITE -�PDXX YELZOW - EPDXX X�I,LOW - EPDXY �'ING Y�LLOPT - $� pO
POI.Y�PREFORM EPDXY PREEORM
EACH LF LF LF LE' LL' LF
10+25 TO 11+�5 180 90 12
11+57 TO A7+04 7, 7099 50 897 179 25$1 12
TOTAI� 1 7279 50 $97 179 2671 24
SAWiNG BITUMINOUS PAVEMENT
MILL BITUMINOUS SURFAC�
BiTUMiN0U5 AND ACGREGATE SUMMARY
STRIPINC $� PAVEMENT MARKINGS
TYPICAL SECTION ONE
CR 19A
12'
TNRU LANE
�. 02' /'—.. O
S' TO 10'
f SMOULDER
TOP OF �
EXISTING `
PAV�M�NT pLACE VAR. DEPTH GL. 2 AGG.
SHQULDERING AS DIREGTED BY
THE ENGINEER
EXIS7ING LIMEROCK SHOUL.DER
PAVE 1.5" TYPE SP 12.5 WEARING
GOURS� MrX7Uf�E - SPEC 236Q SPWE8440B
EXISTING BITUMINOUS PAVEMENT
STA. 10+25 TO 11+15 LT & RT
STA. 11+57 TQ 16+91 LT
STA. 11+57 TO 19+81 RT
STA. 21+89 TO 47+04 RT
STA. 23+03 TO 47+04 LT '
TYPICAL SEC7'ION TWO
BYPASS OR ACCELERATION LANE
�, CR 19 A
(_ I2' _,, 1Q.5' TO 14'
THRU LANE BYPASS OR
ACCELERATI4N LANE
0. 02' /'—.. Q 02' /' 0
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TOP OF
EXISTING
PAVEMENT
O1 INCORPORATE SAFETY EQGE ON ALL B�TUMINQUS �IFTS PER TECHe MEMO NOo 11—01—T-01.
--•-
PAVE 1.5" TYPE SP 12.5 WEARING
C4URSE MIXTURE — SPEC 2360 5PWE844QB
EXISTING BITUMINOUS PAVEMENT
PAVE 1.5" TYPE SP 12.5 W�ARING
COUR5� MIXTURE — SP�C 236p SPWE8440B
EXIS7ING BITUMINOtJS PAVEMENT
5TA. f6+91 TO 23+03 LT
STA. I9+81 TO 21+89 RT
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NOTES & GUIDELTNES
G�NERAL INFORMATION:
THE ENGINEER'S INVOLVEMENT iN THE APPLICAFION THE MATERTAL SHdL� BE �IMITEp
TO FSELd C4NSU�TATION AND INS�EGTION. WASHINCTON COUNTY WIL� PLACE NECESSAftY
"SPOTTING" AT APPROPRIATE POIN7S TO PRpVIDE HORilaNTAL CONYROL FOR SFRIPING
AND TO QETERMINE NECESSARY STAaTING AND CUTOFF POINT5. LONGITUpTNAL JOINTS,
PAVEMENT ERGES AND EXISTING MARKTNGS MAY SERVE AS HORTT�NTAL C�NTROL WHEN SO
QIRECTED. TH� CONT�AC70R SHALL CONTACT ADAM BR�ENING AT fi51-430-4398 AT LEAST
48 HOURS PRTOR TO S7RIPING.
EDGE LINES AND LANE LINES ARE TO BE 6ROKEN QNLY AT INTERSECTxONS WITH PUB�[G
�OAOS ANO AT PRIVATE ENTRANCES IF THEY AR� CONTaOLLED BY A YIELO SIGN, STOP
SIGN OR 7RAFFIC S�GNAL. THE BREAK POINT IS TO BE AT THE STAR7 OF THE RADIUS FOR
THE INTE�5ECTION QR AT MARKED STOP LINES OR CROSSWALKS. .
A TOGERANCE OF 1/4 INCM UNQER OR 1/4 INCH OVER THE SPECIFIED WIDTH WI�L BE
ALLflWED FOR STRIPING PROYIQED THE vAR[ATION IS GRADUAL AND DOE5 NOT DETRACT
FROM THE G�NERAL ApP6ARANCE. BROKEN LINE SEGMENTS MAY VARY UP Tp ONE-HdL�
FOOT FROM TNE SP�CTFTEq LENGTHS PROVIDED THE OVER AND UNDER VARIATIONS ARE
REASONABLY COMP�NSATORY. ALIGNM�NT p�VZATIONS FROM TkE CONFROL CUIDE SHALL
NpY EXCEED 1 INCH. MATERIAL SHALL NOT B� APP4IED OVER LONGITUDINAL JOINTS.
�5TABLISHMENT OF ARPLICATION T4LERANCES SHALL NpT RELIEVE THE CONTRACTOR QF
THEIft R�SPQNSTBILfTY TO COMPLY AS CLOSELY A5 PRAGTTCA�L� WI7H THE PLANNED
DIMEN5IQN5. .
EPQXY:
THE ROAD SURFACE SHALL BE CLEANE� AT THE DIRECTION Of THE ENGIN6ER JUST PRIOR
TO APPLICATI9N. PAVEMENT CLEANINC SHALL CONSIST 0� A7 LEA5T BRU5HING WI7H A
ROFARY BRQ�M tNON-META��IC) OR AS RECOMMENDED BY THE MATERIAL MANUFACTURER AND
ACCERTABIE TO THE ENGIN£ER, N6W PORTLAND CEMENT CONCRETE SURFACES 5HA�� BE
SANOBLAST CLEANE6 TO REMOYE ANY $URFAC� TREATMENTS ANQ/OR LAFTANCE. ON LOW
SPEED (SPEED LIMIT 35 OR LES51 URBAN PORTIAND CEMENT CONCRETE R4ADWAYS.
$ANpBLAS7 CLEANING SHALL BE USEQ FOR ALl EPDXY PAVEMENT MARKINGS.
THE EPDXY MARKING APP�ICATION SHALL IMMEQIATElY FOLLOW THE PAV�M6NF CLEANING.
GLASS BEAOS SHALL 8E APPLT�D IMMEDIATELY AFTER APPLICAFION OF TH� EPDXY RESIN
�INE TO PROVIDE AN IMMEDIA7E Np-TRACK SYST�M, •
AN EPDXY R�SIN LINE 4 INCH�S WIDE AND 15 MILL THICKN�SS (WE73, REQUTRE5 AN
APPLICATIQN RAT� 0� ONE (I> GALLON 0� COMPONENTS FOR 320 FEET OF LINE. GLASS
BEAQ5 SHALL BE APPLIEQ AT A POUND PER GALLON RATE 5UFFICIENT TO ACHIEVE AN
ACCEPTABLE NO-TRACK 5Y57EM.
OPERAT[ONS SHALL BE CONDUCTED ON�Y WH�N THE ROAD PAVEMENT 5URFACE
TEMPERATURES ARE 5Q DEGREES F° OR GR�A7ER.
PERMANENT PAVEM6NT MARKINGS SHALL NOT 8� PLACED 04ER TEMPORARY TAPE OR PAINT
MARKINGS.
PAINT:
AT THE TIME OF APPLYING TH� MARKING MATERIAL, TNE APPLICATTON AREA 5HALL 8E FREE
OF CQNTAMINAFION. THE CONTRACTOR SHALL CIEAN THE ROADWAY SURFACE PRIOR TU TH�
LINE APPLICAFION IN A MANNER AND TO 7H� EXT�NT REQUIRED BY THE ENGINEER.
GLASS BEADS SHALL BE APPLIED IMMEOIAT�LY AFTE� APPLTCATION OF THE PAINT LINE.
EXCEPT WHEN USEO AS A T6MPORARY MARKING, PAVEMENT MARKINGS SHAL4 ONLY BE
APALIED IN SEASONABLE WEATHER WHEN AIR TEMPERATURE IS 50°� OR HIGHER AND
SHALL NOT BE APPLIED WHEN THE WINQ OR OTHER CONDITIONS CAUSE A FTLM QF QUST TO
8E OEPOSITEQ ON TH� PAV�MENT SURFAC� AFTER CLEANFNG ANa BEFOR� THE MARKTNG
MATERIAL CAN BE APPLIED.
TNE FILLING OF TANKS, POURTNG OF MATERIAIS OR CLEANING OF EQUIPMENT SWALL NO7
B� p�RFdftMEO ON UNPROTECTED PAYEMENT SU�FACES UNLESS ADEQUATE PRpVISI0N5 ARE
MADE TO PR@VENT SPILIAGE OF MATERIAL.
VAR.
SH�O
�
12 FT � 12 FT
THRU LANE
TNf�U LANE
2 �., F ,�,� I ���
Z
�
4" SOLT(? �'HITE�
EQGE LINE q�� SOLID OR BRbKEN
YELI.OW CENT�R LINE
2 „,�,�„ �
4" SOLID VYHITE�
EDG� LINE
TYPICAL STR�P�NG LAYOUT
POLY PR�FpRMs
THE INSTALLERS OF THFS MATERIAL MUST CARRY A CARD CERTIFYING THA7 THEY HAVE
ATTENDED A TRAININC SESSION THAT AppRE5SE5 SURFAGE AREPARATTON ANb AL!
APPLTCATION RERUIREMENTS AND TECHNIQUES NECESSARY �0� SUGC�SSFUL APPLICATION.
ALL MARKINGS SNALL BE OF THE "INLAY" METHO� UNI�SS THE "OVER�AY" PROCEDURE I5
SPECIFIED.
POLY PREFORM TNLAY APPLICATION� �
MAT T�MPERATUR£ SWALL BE CHECKED US1NG A THERMOMETER 70 MAKE SURE THE INLAY
FS BEING DONE IN THE PROPER TEMP�RATURE RANGE. 7HE TEMPERATUR� SHOULD MEA5URE
BETwEEN 154° F (ASPHAL7 FIRM ENQUGH TO wALK ON) AND 1Z0� F . APPLICATION BELOW
120° P MAY NOT GET A PROPER INIAY. INLAYS ARE NOT RECOMMEN��O AFTER
SEP7EMBER 1Sth AS THE ASPHALT COdLS T00 PAST AT THIS T1ME OF THE YEAR,
NO PRIMER5 ARE USED FOR IN�AY APPLICATIQN. DO NOT INSTALL LANE LINES ON AN
ASpHA4T S�AM. ROLLING QF ALL THE MAftKINGS SHOULD BE LENGTHWISE IN THE DIRECTION
TH�Y WERE LAID. FOR CROSSWAtK$ ANp S70p BARS, INITIAL TAMPING WITN THE TAMPING
CART IS RECOMMENDEO USINC ONLY 100 LB5. QF WEIGHT.
USE GOMPACTION ROLLER TO EMBED (INLAY) MARKINGS INTQ PAYEM�NT 5Ua�AC�. USE
MINIMUM SPEER AND WATER QN ROLLER. DO NOT USE YIBRATOR. IF MARKING BUCKLES
OR OISTORTS SEYEREGY IN FRONT OF RdLLER, MAT TEMPERATURE OR RO�L�R SpEED MAY
9E TOp HIGH.
POLY PREFORM QVERLAY APPLICATION (ONLY
IF SPECIFIED QR AUTHORIZED BY THE ENGIN�ER?:
TEMPERA7URE REQUIaEMENTS
. MINIMUM AIR TEMPERATURE 50° �(16�C) AND RISING
. MINIMUM PAVEMENT TEMPERATURE 74° �{21°C) AND RISING
. MINIMUM OVERNIGHT TEMPERATURE 60° F(16°Cl ANq RTSING
. NO OVERLAY APPLICAFIONS AFTER SEPTEMBER 1.
SU��ACE PREPARATION
A. NEW CONCRETE (tE55 THAN � MpNTHS OLU)
1. REMOVE CURFNG COMPOUND BY SANDBLASTING, HYDa08LASTINC OR SHOT B�ASTING
WHfRE TAPE IS TO 8E APPLIEQ tHYDROBLASTING L�AVES SURFACE WET, TIM� SHAIL
8� A��QW�D FOR PAVEMENT TO DRY1
2. SWEEP QA BL4W THE BLASTER AREAS
3. APPLY REQUIRED PRIMER
B. ASPHALT- lESS THAN 11 QAYS OLD
1. ALb - SWEEP 4R BLOW CLEAN
2. 0- 3 DAYS OGR - NO PRIMER
3. A- 10 OAYS OLD - STAMARK'� SP94 pNLY
4. I1+ DAYS - STAMARK`� E44 OR SP49 DEPENOING qN APP�ICATIQN. 5EE
MANUFACTURERS SPECiFICAT[ON
C. OLD CONCRETE
1. SWEEP OR BIOW CLEAN
2. APPLY REQUIR�O PatM�R
p. OLD MARKINGS
1� DO NOT APPLY OYER PAINT, EPDXY, OR THERMOPLASTIC UNtESS WELL WORN ANO
WELL ADHEAED TO THE ROAD. 04D MARKtNGS MUST 8� AT LBAST 75%-$0% WORN
AWAY.
2, GRINO OR $AND�LA57 OLD MARKINGS AND SWEEP OR BLOW SURFAC� CGEAN
3� APPLY REQUIREO PRIMER
E. WORN.5TAMARK MARKINGS
1. OK TO APPLY NEW MATERIAL OVER WORN STAMARK REMOVE A4L LOOSE MATERIAG
WITH SCRAPER OR KNIFE.
2. SWEEP OR BLOW SURFACE CLEAN
3. APPLY REQUIR�U PRIMER
NOTE:
ALL TRAfF IG GONTROL DEVICES SHAI,I, CON�'O�2M TO THE MOST
RECENT VERSION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC
GQNTROL DEVIGES, INCLUQING THE FIELD MANUAL FOR T�MPORARY
TRAFFIC GONTf2pL �ON� LAYOUTS.
VAR.
SMLD.
�y
�
�
9" SOLID I.IN� YELLOW 2" FROM
CENTERLINE TQ E��E Of STI�IPE
4" SOLIO GINE WHITE 2"±1" FROM EDGE
OF DRIVING LANE TO EDGE OF STRIF'E
4" BROKEN LIN� YELLOW 2"+��� FROM
CENTERLIN� TO �DG� OF STRIPE
50 FT CYCLE
—SHdUI.q�Ft 9 0 FF
� 1Q F7 �
� SHOULDER
4" BR4KEN LINE YELLOW
TYPICAL 2 LANE MARKINGS
SIGNS OR
SIGNALS
W14-3
�
�
SIGNS OR
SIGNALS
$70P BAR
16'
�
20' 6t}'
� wto�t
24' � �
NOTES�
l. THE DISTANCE FROM THE RAILROAD CROS5ING MARKING TO THE
NEAREST TRACK WILL VARY ACGORDING TO 7HE APPROACH
SPE6Q AND SIGHT DISTANCE OF THE VEHXCU�AR.TRAFFIC
APPRQACNING, @U7 5HOUl.p NOT BE LESS THAN 50 FEEi'.
2. ON MULTF-LANE RQAQS TH� TRANSVERSE BANDS SHOULO EXTEND
ACROSS ALL APPROACH LANES, AND INDiVIDUAL R X R
SYMBOLS SH4ULD BE USEO I(V EACH APPROAGH I.ANE.
3. TH� STOP I,INE MAY BE PARACLEL TO AND 15 FE�7 FROM TH�
TRACKS WHERE THERE ARE RAILROAD CROSSBUCK STGNS.
MAY VARY ACCORpING
TO LANE WIpTH
�� 6 ��
�
SPEED
LIMIT X
tG" 20' 3E3 150'
40 275'
50 425'
55 500'
�� t'6"
6'6"
3 , LANE �k
MARKTNGS FOR RAILRQAD CRqSSINGS
iao� 50� aoo�
�a�
4" BROKEN LZNE YELLOW -�
t5r � T...-
�
i �
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� �
I r
� b
m
I �
a
i �
i w
� y
t
m
. L
N
�
O
0�
M
i
P
' ^� M
w ..
� m o
° o �
o in
i ;
K m
� � .
180�
BY—PASS & RTGH7 TURN LANE
"T° INTERSECTIQN
�so�
f 4" $ROKEI� LINE WHI7E---�� "`j rA�eR
4" SOLTD r 40` 10' 4" RROKEN LINE YELLOW —�
L I.flIE WH I T� _ — .._ — — �