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1a. Approve Variance to Const hours for MNDOT 212/101 Overlay project I l I 1:004or ,,, C -- 0 1 CHANHASSEN 690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317 1 (612) 937 -1900 • FAX (612) 937 -5739 Action by C1ty Administrata 1 Endorsed Z_ ..D.1_ #v1oditied -- -_ MEMORANDUM Rejecter+ 1 De TO: Don Ashworth, City Manager Me submitted tc ., ,mission FROM: Charles Folch, City Engineer Date Submitte Council DATE: February 22, 1993 1 SUBJ: Approve Variance to Construction Hours Restriction for MnDOT Trunk Highway 212 /Trunk Highway 101 Overlay Project in Chanhassen and Chaska, 1 S.P. 1013 -57, PW- 067A -1 I Beginning in mid -May of this year, the Minnesota Department of Transportation is scheduled to conduct a milling and resurfacing project along Trunk Highway 212 from Trunk Highway 101 west to Chaska. Due to the high volumes of traffic that these roads carry and I the single -lane geometry, conducting this project during daytime hours would be extremely difficult and cause long traffic delays. MnDOT is therefore requesting the City of Chanhassen to grant a variance to the nighttime construction restriction thereby allowing I them to work from 7:00 p.m. to 5:30 a.m. Equipment operations associated with this work are typically in a constant state of motion thereby limiting the noise impact at any one particular location. Depending on weather conditions, the project is expected to be 1 completed in less than three weeks. It is therefore recommended that the City Council grant a variance to the construction hour 1 noise restriction for the Minnesota Department of Transportation's milling and resurfacing project of Trunk Highway 212 from Trunk Highway 101 west to Chaska, S.P. 1013 -57 (Trunk I Highway 212). ktm 1 Attachment: Location map. I c: Dave Hempel, Assistant City Engineer Bill Bement, Engineering Technician II Steven M. Lund, Project Engineer, MnDOT 1 1 t 4: PRINTED ON RECYCLED PAPER MINI • MI NM =I MI IIIIIII IIIII NM MN r FOJ• Imo J ' U J iiiii N MINNESOTA DEPARTMENT OF TRANSPORTATION GOVERNING SPECIFICATIONS THE 1986 LanCO a la MIw1ESONA OEPAHDANI of 00.06401111. 'SIAAWANO SMCH KATI 03 1OH COHS11.110H'AS A5 ATAHOED e. INC CONSTRUCTION PLAN FOR I3I TUMINOUS MII ING AND RESURFACING ...IAA. 7,1191- SWM[AINI AL 91E111 .110H SHALL WYE.. --•- INDEX Cpl. LOCATED ON T.H., 2I2 FROM 711 F E. OF E. CII■SKA CREEK 10 0.1 MI. -1;,. OF W. JET. ON TII W �' 169 & O N TII 101 FROM JCT TH 212 TO JCT. OF TII 169 IN CFIANIIASSE • , � ® rte- - .. SHEET DESCRIPTION // �i� II STATE PROJ. NO.. 1013'57. STATE PROJ. NO . -_. 1 TITLE SHEET I MINN. PROJ. MINN.PROJ. 2 STATEMENT OF ESTIMATED OUANTITIES GROSS LENGTH. .20921.290. FEET.... .3.868 MILES CROSS LENGTH. .FEET. MILES 3 - 4 TYPICAL SECTIONS S BRIDGES- LENGTH.... ... .0.00 FEEL .0.000MILES BRIDGES- LENGTH. .FEET. MILES 5 CONSTRUCTION AND SOILS NOTES EXCEPTIONS- LENGTH. .0.00 FEET. .0.0Q0MILES EXCEPTIONS- LENGTH....._.. -- _. FEE T. MILES TURF EST ABLIS)IMENT NET LENGTH... . •.20121..290.FEE T... .3.868MILES NET LENGTH. ....... - -FEET. MILES .. REF. POINT - -- .148.90.389 .10 REF. POINT...151.100.8 REF. POINT ... 70 REF. POINT. STANDARD PLATES 9.00.037 8.00.702 BITUMINOUS TADULAT ION R23W R.P. 151 +00.868 6 ENTRANCE EARTHWORK AND CULVERTS END S.P. 1013 -57 GUARDRAIL TABULATION O 4 7 MAILBOX SUPPORT DETAIL AND TABULATION O r •E ` x 8- 10.13 -16 STANDARD PLANS EQUATIONS: . mow. ::.,''',I s cxws4w +/ 8 %. 1 e ti� , 17-24 PLAN SHEETS T 212 1088.60 • 7x 212 107.74.26 So ■ 9 - E 1990 POP r ' t; . ° - , � i!ALI J4 .6 * .R,,,1 .,,..-,1 1x212122 .56.66.7.11.212115..5.01 E "� THIS PLAN CONTAINS 22 SHEETS 1x212 124.40122 • 7x2a 1209230 1 A •• 1x212 127191.97 • 7x212 127.90.37 iralNr Coat 7x 212 150.17.03 • 7x 212 150.23.80 ♦ H 'J. b SHEETS 11 B 12 DELETED. 1x212 170.17.26 • TAW 169.72.04 u -. 7x212177.01.40 • 7.11.2120.00.00 T116N �� r. CHANIIASSEN 01 � T116N Tx 212 9.53.83 • T.N. 212 6.21.50 1990 100 11.012 1 4 117 1� � •9 11[[81 CERTIFY THAT 1015 HAS rRv u1. [RED er 00 ix tli 15.79.91 • T.X. 169 15.22.60 {} 9 a ` Y 7 \ .DER Hr CI SIPLR.1510H • au THAI 1 • T. OF eal.5 A � . � t �Y 1 - S) 194'.2, .Ra[SSi40ML [.01.1.[[0 IAgR nH1 LA. 00 THE 51.0( a M11O1l A 1 /6,.,,. m - CHH- ■ Zr CAl El C DDK _ ff �„ � O- , END CON$T. T.H. 101 OAK l/fi0�9L. REL.XD. 8911, OCR. >�?�ILr.G,>t,�o R.P. 148 +00.389T�7 _ 51011 ��m, . R.P. 8.00.702 ' r - � ., F �� DEG CONST, i.H 101 "` 6:6 O ' DESIGN SOOT GEORGE D. SHORBA - - -_ TEL. 593 -8509 ,_ I BEG. S.P. 1013 -57 3 . T `° - . ..� . - s 7 - / �y - A k R.P. 9.00.037 .. i GOLDEN LILAC LLEY MN 55422-4099 '9x .‘ IrW.r [. 1. w J 8 -- ��m R CEDWCIOEO FOR APPROVAL. c,. ,!I /A19 .T-2..- , 0 1 a A , �e��my , . 1401 « 019 1 ., � a '+2 ,4 C i 0 - - ' - '^^' ( ' �_te l REC01111AE0 F011 APPROVAL . -- ... . -. . -. . -. T115N \ --. (I_ �' ' eo 1 T115N RECae4HD[Dr011010IOVAL 19 14CINA4r0EO TOR APPROVAL . -. Ei.a . - -. ... .... . - -. 19 .- .. - - - g ` i � ®� � > ' EI, liF RECOMCrttO FOR APPROVAL fiA ETi c c1. .1.-000093 14 101 © RIGHT a WAY AP P ROVAL ! e'� r„ ....... - !r 1 0 r � - . 19 9.. SLATE Rl ..r [HGIKLR L / • - ✓� I } .,,,,•:,,,,7, -' S 9gD PLO P EE ..- 1- ..4.` � ��... !?...ki'f. -..'I / �' - 0 19 APPROVED s1A 845 - E tail SCALES • PLAN ._-50L-.. R23W x6•RIMENI Of IR•HSVOnr•naN PROF0.E I�-' 1 • (WOK NIGAAY AWIH137RA[ION R tlL �� INDEX MAP 3000 , GENERAL LAYOUT f00 MANS AM 000.01IES SWIM: SEE 7110010AL OANLIAL - e14ESlai :euliilOYR':YIX -- ' - 0091' STATE PROD. NO. CHARGE IDENTIFIER DESIGN DESIGNATION - TIER N0. 1013 -51 1110461 CER111r 1HA1 1111111/1. RELIT R0v2S111NS.1V 1017.00 THIS MAN HERE MADE 01 14 OR wait MY DIRECT Sw'ER9IS10N AND THAT I AM • nut RLr15015 *DT (Current Yew/ 189I. _ •)6. Posted Speed .55 0211 _. . -. . -. OILY RE01SU KE, (R0CS51UH•L 404111 11 [0 1[0 M LAMS 00 TK SIAM *DT 6 uture Yew) .2010. = .20000 Bosed on Sight Olst0nce 00 uw1SO10. ELM SHEn II. ...norm n 0 p Hr ` d (Design .VOLl 2010 = .2280 Height of eye Height of object PROJECT LOCATION OAIE RCA. ND. . - -- D 101recttonol Distr.) = .102 Design Speed not Ochlevad at: COUNT 1 CARVER ( ', - 7 Oleavy Commercial) = 11.42 S1A. 10 SIA. 00211, - , STA. TO 51A. Mill DISTRICT [ , METRO DIVISION - -• GOLDEN VALLEY OFFICE STATE PROJ. NO..1013 (t.1 SHEET NO. 1 OF 24 SHEET