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8. Powers Blvd: Plans & Specs for Reconstruction South of TH 5 to Lyman Blvd.1 1 MEMORANDUM CITY OF CHANHASSEN 690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317 (612) 937 -1900 • FAX (612) 937 -5739 TO: Don Ashworth, City Manager FROM: Charles Folch, Director of Public Works DATE: March 6, 1996 Action by City Administrator Endorsod h7odified—_. Rejected DatL E Date Submitted to Commission Date uu�m ".ted to Council _5 -�l - 96 SUBJ: Approve Plans and Specifications for Powers Boulevard (CSAH 17) Reconstruction from Trunk Highway 5 South to Lyman Boulevard, Carver County Project, S.A.P. 10- 617 -14, City File No. 93 -29 The project engineer, BRW, Inc., working in cooperation with Carver County and Chanhassen City staff, has prepared the plans and specifications for the Powers Boulevard (CSAH 17) Improvement Project from Trunk Highway 5 south to Lyman Boulevard. The primary project elements consist of the reconstruction of Powers Boulevard (CSAH 17) to a four -lane divided urban roadway section with concrete curb and gutter, storm sewer, trails, street lighting and landscaping and trunk sanitary sewer and watermain extensions. The public hearing on the feasibility report for this project was held back in January. A couple of issues which arose out of the hearing have been addressed with the final plans. They include: 1. A full access median cut, has been provided for Oakside Circle 2. The landscaping plan has provided for additional residential screening at appropriat locations. 3. Street lighting will be backshielded to reduce illumination onto residential backyard properties. There are two bid alternatives added to the project. The first bid alternative consists of a mill and overlay for Park Road and Park Drive in the adjacent business park to this road project. This work is scheduled to be completed this summer as a part of the City's street repair and maintenance program. It is believed that very favorable bid prices could be received if this work was a part of the much larger road improvement project. There is no risk in trying this. If favorable prices are received, then this work can be executed under the overall Powers Boulevard improvement project. If not, it will be re -bid as originally planned later this spring as a part of the w Don Ashworth March 6, 1996 ' Page 2 street repair and sealcoat program. It should be noted that the entire cost for this work will be ' paid for through the approved 1996 Street Repair and Maintenance budget and not an added cost responsibility to this project. ' Bid Alternate No. 2 consists of work associated with a water quality project adjacent to Holly Lane and Christmas Lake (City File No. SWMP -12I). This project was identified as a part of the ' City's overall storm water management plan and Council has previously indicated a desire to see this drainage problem resolved. Again, it is believed that more favorable bids could be received by adding this small project to the much larger Powers Boulevard project. Depending on the bid price received, the alternate could be implemented or deleted from the project at the time of awarding bids. All of the costs associated with this alternative would be paid for out of the programmed SWMP fund and not added as an additional burden to the Powers Boulevard ' project. The project engineer has provided an updated cost estimate. Based on the final plans, the individual primary project element costs have been revised either up or down and the overall estimated cost, excluding the two bid alternates, is approximately that forecasted in the feasibility report. It is important to keep in mind that this is the engineer's best estimate and that many ' outside factors can affect the actual bidding climate. The project plan set consists of 156 sheets and is much too large to include in the Council ' packets. A reduced copy of the title sheet for the plans has been provided along with street lighting sheets 101 -105 and landscaping sheets 113 -116. A copy of the full plans and specifications are available in my office should anyone wish to review any items further. The ' project engineer will be present at the City Council meeting to provide an overview of the scope of the project, associated costs and an up -to -date project schedule. It is recommended that the City Council approve the plans and specifications dated January 22, 1996 and authorize advertisement of project bids for the Powers Boulevard (CSAH 17) Reconstruction Project from Trunk Highway 5 south to Lyman Boulevard, Carver County S.A.P. 10- 617 -14, City Project File No. 93 -29. t Attachments: 1. Letter from project engineer dated March 4, 1996. 2. Title sheet. 3. Plan sheets 101 -105 and 113 -116. 4. January 2, 1996 Staff report on feasibility study. c: Dave Hempel, Assistant City Engineer ' Roger Gustafson, Carver County Engineer Bill Weckman, Assistant County Engineer ' Jon Horn, BRW Greg Brown, BRW g.\eng\char1es ' I� Ll t MAR -E6 -1996 13:14 March 4, 1996 BRW 612 378 1378 P.32/03 An open house for the project was held on February 28, 1996 in which resident's questions were answered regarding the project, It is estimated that appro.LUnately 40 - 50 residents attended the open house. f Below is a comparison of the feasibility study estimated project costs and the current engineer's estimated project costs by major category: Improvements Mr- Charles Folch, PE B R w INC. Director of Public Works Sanitary Sewer City of Chanhassen 53,000,00 690 Coulter Drive 99,200.00 Chanhassen, MN 55317 Planning 148,340.00 Transportation RE: CSAH 17 (Powers Bou levard) Improvements Pn' cerinb City project 93 -29 Urban Desip, $ 499,100.00 Dear Charles: Thresher Square 2,081,075,00 700 TIdrd street so, Please find enclosed the plans and .project manual for the above referenced project. The Minneap plans are consistent with those presented at the January, 8, 1996 Public Hearing k� MN 5541.5 m odificat i ons to address some of the specific issues identified by residents and the Council 612/37M700 at the hearing, The following is a summary of some, of these issues: Fax 612/370 -1378 • Oakside Circle - The roadway median has been opened to provide full access to Denver Oak-side Circle, Milwaukee TvTirtne:;lnl;; • Landscaping - The plans include landscaping trees which will provide screening :far Orlando residents, intersection highlighting and accent existing tree masses in the corridor. Plrlerlrl All landscaping is located behind the trails proposed along each side of the roadway Portland an m safety and maintenance concerns. Screening has been provided at some S--') Diego additional locations as requested by residents. Seattle • Strcctlights are staggered at. approximately 250 foot intervals per side with 0.00 additional lighting provided at each intersections, Back are provided on light 75,000.00 standards to reduce unwanted illumination of adjacent residential properties. An open house for the project was held on February 28, 1996 in which resident's questions were answered regarding the project, It is estimated that appro.LUnately 40 - 50 residents attended the open house. f Below is a comparison of the feasibility study estimated project costs and the current engineer's estimated project costs by major category: Improvements Feasibility S Engineer's Estimate Sanitary Sewer $ 53,000,00 $ 99,200.00 Watermain $ 148,340.00 $ 152,000.00 Storm Drainage $ 569,710.00 $ 499,100.00 Roadway $ 2,081,075,00 $ 2,046,700 -00 Pathway $ 182,625.00 $ 210,300,00 Streetlighting $ 250,000.00 $ 305,550.00 Landscaping $ 125,000.00 $ 118,60.0.00 Bid Alternate 41 $ 0.00 $ 65,900.00 Bid Alternate 42 $ 0.00 $ 75,000.00 Total Estimated Costs $ 3,409,750.00 $ 3,572,350,00 hIHR -6E -1996 13:15 BRW 612 376 1376 P.63/03 I Mr. Charles Folch r March 4, 1996 Page 2 , It should be noted that the engineer's estimated costs include the addition of a lift station under the sanitary sewer subgroup and the inclusion of conduit for all streetlight wiring r which were not a part of the original 'Feasibility study. Bid Alternate #1 includes resurfacing work for Park Road and Park Drive which was scheduled to be completed this year as apart of the city's ongoing street maintenance program. Bid Alternate 42 includes work r associated with water quality improvements adjacent to Holly Lane and Christmas Lake (CP SWMP 121) which have been identified as a part of the city's overall stormwater management plan. r The Carver County Board authorized the advertisement for bids during its February 27 meeting. If the City Council concurs with the County Board action, the following is the estimated protect schedule: r Bid Opening April 2, 1996 Recommend Contract Award (Chanhassen) April 8, 1996 ' Award Contract (Carver County) April 9, 1996 Begin Construction . May 6, 1996 All required permits have been applied for and same have been received to date. Since the r project is proposed to be funded partially through MnDOT State Aid funds, the plans and specifications must be reviewed and approved by MnDOT. This review process is currently ' underway. It is estimated that final plan review should be completed by March 8, 1956. Please let me know if you have any questions or need any additional information_ Sincerely, ' BR , INC. r Gregory .13 wn, PE Project n ' eer ' GSB cc: Bill Weclanatn /Carver County Jon Horn/BRW . File 2396A10 1 C.S.A.H. 17 - (POWERS BOULEVARD) CARVER COUNTY CONSTRUCTION PLAN FOR STREET STORM SEWER BITUMINOUS WALK STREETUGHTING WATERMAIN & LANDSCAPING IMPROVEMENTS LOCATED ON. C.S.A.H. 17 BETWEEN LYMAN BLVD AND T.H. 5 [Geographic Descriptlonl LOCATED ON. LAKE DRIVE BETWEEN C.S.A.H. 17 AND 500' ASj Of C A u 17 IGeogrophlo Deacriptioni _ LEL�D b � rxc HmeAxr K -;� o��a- oose.c H� For sme� uIC sr.run snu ❑° oases um, eAnH srWR mII uK —900— m mHmw TEE o- PRaosm N.MNAE, roe 9YOmI AxD w.rur aWw •(H ra — raronm r.rDMUr D— �moRO:m aRR Wo armr IO O , STA. 0 +20 DESIGN DESIGNATION. LAKE DRIVE (SAP 194 - 107 -10) Functiosel Classifl -tloro .COLLECTOR -LOW DENSITY No, of Traffic Lanes 2 No. of Parking Lenee • _0_ ADT (Current Year) 1996 •1150_ Dealg 1 n Speed 5_ MPH ADT (Future Yearl 2016 3526_ Bated on STOPPING Sight Distance DHV [Design Hr. Vol.) • N.A. Height of aye LL "eight of Oblect 911 D (Directional Dletr.l 50 % Design Speed not echleved at. LAKE DRIVE T (Heavy Commercial] • 5_9 % STA 1 +25 TO STA 3 +69 86 MPH 30 R-Value 10 NIB Factor 407.705 Dealgn Load 10- TON PROJECT LOCATION CARVER COUNTY METRO DISTRICT MINN. PROJ. NO. MINN. PROJ. NO. GOVERNING SPECIFICATIONS THE 1966 EUIION H 0 U 19ys "STANDARD SPECIFICATIONS FOR CONSTRUE'RM AND 'SUPPLEMENTAL SPECIFICATIONS DATED ENGINEEPIG4 DEPT. MAY 2, DEVICES SHALL DESIGN DESIGNATION. C.S.A.H. 17 (SAP 10- 617 -14) 1- cllonal Ch,aRHlcatlaM .ARTERIAL -HIGH DENSITY DESCRIPTION No. of Tnfllc Lase. 4 No. of Parking Lane* • 0 2-4 ADT [Currant Year) 199E • R112 Design Speed __.45 MPH TABULATED QUANTITIES ADT IFUture Yeasi 2018 1H,2S7 Based on TOPPING Sight Distance IQ-it DHV (Design Hr. Vol.) • N.A. Height of eye ,1„Z' Height of Object 4 ' D IDlrectlonal Wilful . % Design Speed not achieved at. N.A. 58 -61 T IHeavy Commercial] S_9 % STA TO STA N.A. MPH N_A. . R -Value 10 NIS Factor 1,842 300 Design Load 10 TON STA. 0 +20 DESIGN DESIGNATION. LAKE DRIVE (SAP 194 - 107 -10) Functiosel Classifl -tloro .COLLECTOR -LOW DENSITY No, of Traffic Lanes 2 No. of Parking Lenee • _0_ ADT (Current Year) 1996 •1150_ Dealg 1 n Speed 5_ MPH ADT (Future Yearl 2016 3526_ Bated on STOPPING Sight Distance DHV [Design Hr. Vol.) • N.A. Height of aye LL "eight of Oblect 911 D (Directional Dletr.l 50 % Design Speed not echleved at. LAKE DRIVE T (Heavy Commercial] • 5_9 % STA 1 +25 TO STA 3 +69 86 MPH 30 R-Value 10 NIB Factor 407.705 Dealgn Load 10- TON PROJECT LOCATION CARVER COUNTY METRO DISTRICT MINN. PROJ. NO. MINN. PROJ. NO. GOVERNING SPECIFICATIONS THE 1966 EUIION OF THE II NNESOTA DPARTUENT O! TRAHSPORrATION "STANDARD SPECIFICATIONS FOR CONSTRUE'RM AND 'SUPPLEMENTAL SPECIFICATIONS DATED i0 ME 1966 STANDARD SPECIFICATIONS FOR CONSTRUCIIOW, MAY 2, DEVICES SHALL 1994, SHALL GOVER ALL N. A YRAFIIC CONTROL SIGNING AND CONFORM TO THE MMUTCD, INCLUNNG THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUIS WTED APRIL 1995. INDEX SHEET NO. DESCRIPTION I TITLE SHEET 2-4 ESTIMATED QUANTITIES 5-8 TABULATED QUANTITIES 9 EARTHWORK SUMMARY /CONSTRUCTION NOTES IQ-it TYPICAL SECTIONS 12 -21 DETAIL SHEETS 22 -57 STAGING /TRAFFIC CONTROL PLANS 58 -61 EROSION CONTROL /REMOVAL PUNS 62 -63 SANITARY SEWER PUNS 64 -fib WATERMAIN PUNS 67 -68 STORM DRAINAGE TABS 69 -77 STORM DRAINAGE PUNS 78-79 STORMWATER POND PUNS 80 -87 PUNNED CONSTRUCTION 88 -89 PARK ROAD PARK DRIVE CONSTRUCTION 90 PARK PATHWAY PUN 91 UNDERPASS CONSTRUCTION PUN 92 -100 SIGNAGE AND STRIPING PUNS 101 -106 STREETUGHTING PUNS 107-112 SIGNAL PUNS 113 -119 LANDSCAPING PUNS 120 -153 CSAH 17 CROSS SECTIONS 154 -156 LAKE DRIVE CROSS SECTIONS THIS PLAN SET CONTAINS 156 SHEETS ' R M DFL n...s. hw >m TaI.E aH.w v MM•«r.M.. sp IM14 11s •13/rleWao. Iu aMIaA3m 1 T CERTIFY WA CERTIFY THAT 1-15 PH S PREPARED BY ME OR UNDER MY SIO DIRECT SUPERVIN AND THAT 1 AM A DULY REGISTERED PROFESSIONAL ENGINEER U-11 THE LAWS 0( ME STATE OF MINNESOTA BRW. INC. DATE 9 REpG NOOJ 22614 ENGINEER ,F4. Kl(/J/,Aj I HEREBY CERTIFY THAT THE FINAL FIELD REVISIONS, IF ANY, or 1X13 PLAN DULY REGISTERED PRO![551 ENGIINEER THE LAWS f or Y THE A STATE .1 DUT WERE OF MINNESOTA. STATE AID P ROD. NO. 10- 617 -14, 194 - 107 -01 SHEET NO. 1 OF 156 SHEETS APPROVED 19_ CITY O GILWNASSEN ENGINEER APPROVED 19— LOUVER COUNTY ENGINEER Recommended for Approrol 19_ METRO - ASSISTANT G SGNI ENGINEER -STATE ND Recommended For Approval 19_ STATE AID PLWS ANp SPECS ENGINEER APPROVED 19_ STATE Al] ENGNEER m m mm = =Mom== m = = m = m = m m C.S.A.H. 17 - LYMAN BLVD. TO T.H. 5 LAKE DRIVE - C.S.A.H. 17 TO 5+00 STATE AID PROD. NO. 10- 517 -14 STATE AID PROD. NO. 194-107-01 GROSS -LENGTH 7900.00 FEET 1.50 MILES GROSS- LENGTH 500.00 FEET 0.09 MILES BRIDGE -LENGTH 0 FEET 0 MILES BRIDGE- LENGTH 0 FEET 0 MILES EXCEPTIONS -LENGTH 0 FEET 0 MILES EXCEPTIONS -LENGTH 0 FEET 0 MILES NET - LENGTH 7900.00 FEET 1.50 MILES NET- LENGTH 500.00 FEET 0.09 MILES � m m m m r m m m m m m m m m i m m m • •ti 5 1 2 CONDUI)'A�T)1 W ie W D I I I r (2)06•S AND (I)PIS GROUND (TYPICAL) < 0 (2)05'1 D( GROUND (TYwcAL) "00 W A 1400 SOD — tam — — 200 — — ,�T...n S d o _ —� —_.: T � \ AND (1)M GROUND (TYPICN.) 2 _ — — — — - - - - -- -- L o II = — — — — — — — — - - x)M_ — - -- 2 — — — — / n l I / AND (f )/6 GROUND (TYPICAL) d z ! � s >W �ffii (z)M'S [g bs 38' s C.S.A.H. 17 �° \ J 2 T I •S 1 i ( 'S -0 f 50' _ _ 1 (' O UR � GtOUNg2t1YPl�W� i �\ GROUND (TYPICAL) 1 J µ DE OUSESIOE SHi N 6�'Y� r 66 5 ` — — .. 2• CONDUIT NT1 2 141 — Ni E N TED (HSS� I () Po'S AND (1) /0 DRGUNO \ / N I( \\ WIF4' TYPICAL \ e (246's AND f 1 1 � (2 G OUND (TYP t ) '`'` III GiWND (TIPICAL) \ 1 � ,. \ _ 1 i I - Qa� J' `� 0 � o o HZ 3 'w oo W _ e i i e� (2)µ's\ ro w ~ \\ ^ m PuuP CONTROL PANEL FOR NRTi gDETNlS — .� (2)14S AND (q#6 �—�— �. " - \ GROUND (TYPICAL) --I. —�� _ INFORMATION '5 AND ( GROUND ( TYPCAL) 2 CONDUIT NTH (i)µ'5 TILITY 00, 1 \ r AND (1 )/s MOUND (EACH) I Ppp,,,( r MSS — — 1455 UNDERGROUND I( UTh11V CO. PRIMARY �' C \\ \\ U Cj LS APPROX, LOCATON Unutt Cp, pAD MOUNTED TR ANSFORMER rl IHG CAFXNL�T/ \ (2)14'5 AND (1)/6 — \\ I II! \ \ GROUND TYPIC AL ( ) / \ - C .S.A.H. 17 CITY PROJECT 93-29, S.A.P. 10- 617 -14 156 1 1, MINN. PROJ. NO. r� 6D , i , _ f - -1 -_ Fes'' — •'_ _ V � J Y � `` ( AN (1� I I � � � 1 I � , � 1 . �.�>�-•1..\ ��i/ � \ � 1 b GAWND ) 1 I / . I I A DDIr H (2 �'s _�)— aL — AND rnr ro GROUND (TWI J WERE HWSESIOE SHIELD • °H55 - __ O eH55 WERE NOTED (MSS) I ° HSS nv. .._ _ .- __..- ...__. _ x -- - -- 3 a x nox -._ ...- DHSS - - - - -- N --- Ld Z — + GO Lu S — — Z e ' V _ — — — — — — _ Z11 �g S — i e — s — .— __ s - - * -- -- -- - 4 I F' m e7 7- - i � k \ AND t H \ \ �` o (mic °, I cR / \ (z)ro's AND (1)#$ GROUND b / 2- ()ro'sg 2 (2)/!'S AND (1)06 GROUND ' (1)ro WIT W`H GROUND gbd_y o C. S. A. H. 17 50 wd � l� �i ll 1 111 I TT E�� j ) (2)#6S AND (1)ro (2)16'S AND ()#a 2) (iIPICAL) I ` GROUND GROUND (TWICAL) 2 � MHFRE NOlED�1( SS)SH ELD �� ....... 56 ' I x /' RSC FOR FUTURE SIGNAL CONTROLS yj CAP NOS OF CONDUIT (2)06'5 AND (1)/6 66 / �J /z+OD 4J.O0� GROUND (TYPICAL) p W )/6 T CR ND )p5 1 TUNE N.Op � ENDS OFNCWWITGHAL CWTROlS / RROOF /� -BO % a f/2 WIT (2)0 ) AND (1) CROII lD t TYPI / m te DUE DED .�.�. yew: (z) H 0 ) T Fn (2)ro's AHD GROUND (iIPICAl)11 1 \ \ Z 0 If m d v �\ cj HANOHa E HSS SIC AL T C. S. A. H. 17 / C ONDUI T 27 (1)06 c ROU (2)06 AND (t)�6 G (rrPlcAl) nF1 CITY PROJECT 93-29, S.A.P. 10- 817_14 m = m m = = = r m m = m = = = = = i J 1 1 1 1 1 \ 12)/5'5 AND (1)/6 a GROUND (TYPICAL) 1 1 \ 1 1 .51.4 4' RSC D OR FUTURE SIGNAL CONTROLS CAP kTIS OF CONDUIT / 2' CONDUIT MiTN (2)15'S AND (1)/6 GROUND (TYPICAL) aa x \\ (2)15'5 AND (1)15 GROUND (EACH)) ��' 1.s� ' -- / t (2)/5'S�AND . G�OUNO (EACH) A gz zi Z =} i .— — I � / / WroUND ICAL) fi g i 8 \' �f �4' 'ND Of PURE SIGNAL CONTROLS C 1 m m < � e SIGNAL FOR SIAL CONDUIT CO g ❑ �� Q TTy�;+ .. I m BfiE --- - - - --- - -- e — — g (2)03'5 AND (1)15 ec ,7, rFS gym. �' --- J -- -� --- 1 4RWHD (TYPICAL) u .,a (2)0e'S AND (1)15 (2)' CONDUIT %(2)14'S . 1 GROUND (EACH) '\ / AND (1)15 GROUND (EACH) 1 1 SHEET f0{ FOR LAKE r \ \ AND pOUND / / {' RSC FOR FUTURE SIGNA L CONTR CAP ENDS OF CONDUIT (2)µ'S AND 1 DRI DRII£ SiREE1LIGNIWC � N p g�4 C Y CONDUIT NTH (2)15'S AND (1)p GROUND (TYPICAL) WWNO AND (I)/fi GROUND C.S.A.H. 17 m 'k, 1 I I vi I $ 2 CONDUIT WTI ` I' 4' RSC FOR FUTURE SIGNAL SO (22)/5'5 AND (1)/8 GROUND 1 1 1 T -. )2)15'5 `D ( 1 1 1, I OUND TYPICAL z' CONDUIT vnrH (2)15's 1 6 Q AN0 (1)15 GROUND I I r ' I; CONTRO CAP ENDS OF CONDUIT (2)/5'5 AND (1)15 GRDUND',(TYPoCAL). - _. aF a3 O� 4 • 1 — a A 1 I — HANDHGLE.'FOR U O — — _ Q W �— -- i i -- - - - - -- — - 5( { 0 . L) V � g 4 RSC TOW N1URE /5'S — ZWTIROLS W ENOS LOIPDUIY — GROUND (TIPICAL) ` 2 [�15T — — — r___. ____ __-- __1CONO111T'I5. 1B FROM 11 1 1, 2 �,ND ()15 GROUND WRB E EAIFNDF N I — e — (x)16'5 AND (1)/6 GROUND (TYPICAL) GO d a z'- CONOUIT "TO (2)/B - ANO`(1)16 GROUND 0: d v W U J W 103 C •S•A•H• 17 CITY PROJECT 93-29, S.A.P. 10- 617 -11 156 J S BOv`EV ~', NU PING 11APRGVEMENSS aNEEt HO' EsnMAt,EU ouAata,cs Dorn N, No,E� SCA 1 _ tA9UV UN y�M1Y� 0.W EART � II Jx S AN GROU ND (TYPICAL) If GROU _— __� - - -- 79.00 tu uI( 7 J ' , ( AND GROUND 1 1 IL C. S. A. H. 17 mg � A Y RSC FOR FUTURE SIGNAL CONTROLS N1dRi �, rc CAP ENDS Of CONDUIT EXISTNG 00' -0' LIGHTING EIOSTNG DIRECT BURIED 1 0 :V V Y ASSEMBLY TO REMN (2)06'S AND (1)#6 GROUND 1 EXISTNG ASSEMBLY DIRECT BURIED 1 a i / s EIOSTING 30' -0' UGNTING I U BLY TO REMkM (2)06'S AND (I)/6 GROUND a.� .r.— -.. - I 0 I � p0 _ — I 7f00 8f00 I 9+00 - DO' -0' UGHTNG �r Z 0 Y BL J - - - - - -- -- - - - - -- ASSEMY TO REMAIN C! QQ J DIRECT BURIED — —_ 0 d J D. DIR \ (2)06'S AND (t)/6 CROUNO U o E)aSTNG DIRECT BURIED \\ n m U \ (2)16'S AND (1)/6 GROUND ZZ \ DIRECT BURIED 2 < U (2)WIS AND (1)/6 GROUND 1 6>tEEi x0. LAKE DRIVE CITY PROJECT 93-29, S.A.P. 10- 617 -11 104 156 vP. x SEE F IXT SEE FIXTURE SCK OAE FIXED CLASS WINDOW ON PHOTOCELL LOIIW,HRE —TIHG ARM SERVICE POINT SEC,jf X uRE SCKDULE l0 -iYK R LIGHIIHG ST—RD SEE f:XTUPE SCKDME FOR UTILITY CO KIER GROLWD LUG HO. TYPE WATTS WEATHER PRA µ0v1DE NANDHOLE LOCATICW AS PER X.P.S RSP. SCREW -Iry FOINpAtII3N D WINDOW O,v CMIKE COMPANY CIt2X2KRVP OQ1L BASE EAUP AHD ADAISTABLE SOCKET. I VOLT BALLAST ANO f ttK OSIPoBUnIY(. BRCWZE NNSIL FINISH GRADE _ HUH 2)• n LIGHTING ASSEMBLY DETAIL t� NTS NOTE: PROVIDE HOUSESIDE SHEILDS TO LUMINAIRES AS INDICATED ON DRAWINGS (INCIDENTAL). FIXED CLASS WINDOW ON PHOTOCELL SHCVN WITH .—S RCMpVEO SERVICE POINT FINED GLASS WINDOW LAUDS E.L.SLRE FOR UTILITY CO KIER F. UTILITY CO METER HO. TYPE WATTS SEE sPEc. For FWTHER Iris µ0v1DE O" X.P.S vwrauL D WINDOW O,v Elf25A-103- 250S-2b -C-NSP OQ1L BASE EAUP AHD ADAISTABLE SOCKET. I VOLT BALLAST ANO f ttK OSIPoBUnIY(. BRCWZE NNSIL 1/2•[(]11.12 PNOrIxELL PRpVI ER O ® POWER OIr LET 1.6 1'[ (J) t t6 SRRNCR - 3(1- i1 }N50 iH O(ONIE FNISH. 20/1 C.B. 1/ 11.12 E. ALL NRw- NTNN THE Vanwc I—CARD SHALL BE TYPE-TIM. LW OR OR APPROL£D EWK B WNNNRE: E.FMUDED KUWRIUM RECTANOILAR SHOE BOX NM HIGH RESISTANT RAT CLASS LENS. M PIECE OE PHOTOCELL AND NMTU.AL l (I I— GRCLBrD STERNER EX25A -IO3- 2565- 24YC-NSP RRM[0 SPEMAR ALUBUHUN RERECTER. 2. VOLT MOGUL BASE LAPP AND ADA)STABLE SOCKET. 240 VOLT CDNTRGL WIRING VS 1.1 PHASE I(M/ BALLAST AND IVPE 1.I pS1RIBUR EUCA. FINISH. STANDARD: OFF X -t SERV SERVICE OIS[ONECt L (U­ GROURD W MOBRWZ[REINI —D KLNWUY H`lf tO LE LIGI MG CUHrAC E(S)L WITH SWIi[N FUSE STAIB-30-T1 }NSP wG ASSE l SHALE MATCH EM-D LWTRGL WIRING "n" SWITCH DOUfLC LW LIGHITIMG ` 'tt211. GRO 11X6 Np OR APPR— IDEAL C COMPACTT SME ­PACK NM OE CAST KVUwUU El BRAKIL VIKING VIA LOAD SIDE CL CONTACTOR LRIAWD WIRE 1.6 ­1 CHROSO2C ITN G.A 2 POLE IGHTING Wswc. DARK DRCNZE n . PCLYCARDCRATE PRSMA PC RETLECiOR, WADE USITRBUnOV AND TYPICAL Aw H]R Bar LROHp LUG HP— ws -2o-Hlxi SURFACE u HTED AS NCH AS PU24BLE W THE NERT1cLL R 20 —I E. STEEL MOIMTIK BASE r ❑NMT v) pp I NISKD III SWITCH FUG. LUG LIGHTING BRANCN WHH VIA LOAD W�r�ASTCCREvIRC rOU CATION ucouoARY c r�GRWH(0 POD RIGID C. LTS SIDE OF C TACIOR YPICAL KNCHUr II AHO CONO)CIGM v'UI - OILS REWIRED aE ARE z• HOT[• SERVICE EKLOSLRE 9 BE ODLRTATED AWAY FROM LOT LIGHTTBG ADJACENT STREET/­MG �1 SERVICE POINT ENCLOSURE NO 1 DETAIL n Hi.s NOTE: PROVIDE HOUSESIDE SHEILDS TO LUMINAIRES AS INDICATED ON DRAWINGS (INCIDENTAL). TWC nrnR(E SCHEDULE FIXED GLASS WINDOW CH P1ptK(LL FIXED GLASS WINDOW TIRE DESODPTI011 LAUDS �— SERVICE POINT KNLDSwE F. UTILITY CO METER HO. TYPE WATTS wAmxAtnRErtS CATALOG NuHFBw UMW WL .P TRUOED KUYWUY RECTAHOILAR SNCE BOX Nnl U NHO1 III — FOLK. R SK S MM r A 1..N RERETOR. 2 IA0 —1 X.P.S 250 STERKR Elf25A-103- 250S-2b -C-NSP OQ1L BASE EAUP AHD ADAISTABLE SOCKET. I VOLT BALLAST ANO f ttK OSIPoBUnIY(. BRCWZE NNSIL APPROSEO FOt wS1Al1AnM -PRIOR TO WSTALL A nM NM ME N. SP. YA.TEHAICE PROOtAN. COORONAn PNOrIxELL PRpVI ER O STAND RD: 25' -O• .WARE TAPERED KWMN < a (,) lOAD 0 FOR E.P. A.H D REOAREYENTS. E—TS. SRRNCR - 3(1- i1 }N50 iH O(ONIE FNISH. S REDURED. 1 ® E. ALL NRw- NTNN THE Vanwc I—CARD SHALL BE TYPE-TIM. LW OR OR APPROL£D EWK B WNNNRE: E.FMUDED KUWRIUM RECTANOILAR SHOE BOX NM HIGH RESISTANT RAT CLASS LENS. M PIECE OE N.P.S. 250 STERNER EX25A -IO3- 2565- 24YC-NSP RRM[0 SPEMAR ALUBUHUN RERECTER. 2. VOLT MOGUL BASE LAPP AND ADA)STABLE SOCKET. 240 VOLT 20/1 C. I/2T<2)1.12 BALLAST AND IVPE 1.I pS1RIBUR EUCA. FINISH. STANDARD: PHOTOCELL AAB MAHUAE L (U­ GROURD W MOBRWZ[REINI —D KLNWUY STEAMER STAIB-30-T1 }NSP wG ASSE l SHALE MATCH EM-D LWTRGL WIRING ­z. -1. 1 PHASE ITOS/2 SEEM SERVICE .ISCOHRECT OR APPR— IDEAL C COMPACTT SME ­PACK NM OE CAST KVUwUU H.v.s TO ­1 CHROSO2C ITN G.A 2 POLE IGHTING Wswc. DARK DRCNZE n . PCLYCARDCRATE PRSMA PC RETLECiOR, WADE USITRBUnOV AND loo LwuM Si0HC0 HP— ws -2o-Hlxi SURFACE u HTED AS NCH AS PU24BLE W THE NERT1cLL R 20 —I COITACTOR(S) WITH HOA 'Cf21X t (111.6 GROBND NOTE: PROVIDE HOUSESIDE SHEILDS TO LUMINAIRES AS INDICATED ON DRAWINGS (INCIDENTAL). N i< W 4� tg =`bK U Z VI $ <F g t Z U GEKRK RAN NOBS A Au udTwc AsSEUBLIES SMALL BE LDGTED —MUM 2' -0' Bow. FIXED GLASS WINDOW CH P1ptK(LL FIXED GLASS WINDOW SHOWN WITH DOORS RCKVCD �— SERVICE POINT KNLDSwE F. UTILITY CO METER W J GENERAL INDN➢NC ASYNBLY NO1ES p ~ Q A. uanHC A ATICH s Y TYPE •A• ILRWNRE AND suu A uapElcAiww NECESSAR SEE SPEC. IM TUNER TKO. x TO c6 CH IL& P . NTH N.S,. MNNTENAN(E PRUwNX. CE IRO CRAM 0 B, Y E'A' LUMNMIE AND FWKA— BONG PRO,— CHN THIS FWD ASSEMBL M RROECT SMALL BE WSPEC AHO U = J APPROSEO FOt wS1Al1AnM -PRIOR TO WSTALL A nM NM ME N. SP. YA.TEHAICE PROOtAN. COORONAn PNOrIxELL PRpVI ER O C. COUPE IE ASSEMBLY SHIll STRUET DESHROO TOR 100 uP.H. < a (,) lOAD 0 FOR E.P. A.H D REOAREYENTS. E—TS. t /2'[(1)X12 D. PRONDE AT EACN LNHwG STAWARO MAK MOLE, W -UNE FUSE _RS V V w J S REDURED. 1 ® E. ALL NRw- NTNN THE Vanwc I—CARD SHALL BE TYPE-TIM. LW POWER OUTLET W CWCiO(tS AS REWWED. CITY PROJECT 93 -29, S.A.P. 10- 617 -11 91(ET u0 105 156 20/1 C. I/2T<2)1.12 PHOTOCELL AAB MAHUAE L (U­ GROURD CLF LWTRGL WIRING ­z. -1. 1 PHASE ITOS/2 SEEM SERVICE .ISCOHRECT ���'y IU TO ­1 CHROSO2C ITN G.A 2 POLE IGHTING IKC f 60 A COITACTOR(S) WITH HOA 'Cf21X t (111.6 GROBND ❑ SWITCH FUG. LUG LIGHTING BRANCN WHH VIA LOAD SIDE OF C TACIOR YPICAL KNCHUr GROW➢ WIRE 1.6 LROwO LW K� STEEL MORAINE BASE US.E. GRADE r =' v/ SE z /z.a PRA 3(CR(MR Y y B D II � NDM X• CO(CRETE FOLRDATION W1rH STEEL 'IRE KSH — — nn. 'GP"`. ROD D CODUCI.R� RIGID C—ITS STUB -W1 S RED HIED II 1 2>1.6 AMU 111X6 GRgND . LW.ERGROJNp MVERr OK SPARE 2• NDC SERVICE EKLOSURE SHALL K ORIENTATED AWAY FROM 0­1­ STREET LOT U.TI- /PARXIHG n SERVICE POINT ENCLOSURE NO 2 DETAIL 1.3 MT S N i< W 4� tg =`bK U Z VI $ <F g t Z U GEKRK RAN NOBS A Au udTwc AsSEUBLIES SMALL BE LDGTED —MUM 2' -0' Bow. AV♦D SHOENALK I.RIESS WILD OTKRAI E (L ALL IMANG SHALL BE —T B RUM AT A MWHUOI DEPTH Dr N M UBLEW STATE. OTHERWSE w THE PLANS, W J GENERAL INDN➢NC ASYNBLY NO1ES p ~ Q A. uanHC A ATICH s Y TYPE •A• ILRWNRE AND suu A uapElcAiww NECESSAR x TO c6 CH IL& P . NTH N.S,. MNNTENAN(E PRUwNX. CE IRO CRAM 0 B, Y E'A' LUMNMIE AND FWKA— BONG PRO,— CHN THIS FWD ASSEMBL M RROECT SMALL BE WSPEC AHO U = J APPROSEO FOt wS1Al1AnM -PRIOR TO WSTALL A nM NM ME N. SP. YA.TEHAICE PROOtAN. COORONAn n m Q Q MIS PROCEDURE NTH THE AUTHODZED ..SP. REPRESEATADVE. Z E-) 2 In C. COUPE IE ASSEMBLY SHIll STRUET DESHROO TOR 100 uP.H. < a (,) lOAD 0 FOR E.P. A.H D REOAREYENTS. E—TS. D. PRONDE AT EACN LNHwG STAWARO MAK MOLE, W -UNE FUSE _RS V V w J S REDURED. W E. ALL NRw- NTNN THE Vanwc I—CARD SHALL BE TYPE-TIM. LW VOLT, EXCEPT w D r. ALL UGHTT ASSEMBLIES STN ALL DE PROLrocD NIX (R GDMD RED Nn W CWCiO(tS AS REWWED. CITY PROJECT 93 -29, S.A.P. 10- 617 -11 91(ET u0 105 156 R 1 4 x5J5JOOZO ssJS,wow / / / /// Q I (, ' ,I I 12 AUNLW PURRS ASH n IP 1 11 (J ' O.µ) $UMYIi ASH (50 0, (J(I' O.C.. YN. iAW 4DEWAL() C. ♦• MIN. i LOW W 40EWAU() SF E WA-0 p10 BE I >J5J0020 �� ��',�L -- •A - e e, -�� Lr.�/ /•PPnNE 2100 JO O.C.. 0' OGG� {pW SIDEWALX J — — _ x a z eu« HAks sPRU¢ z B HILLS (1 OIL- 5' O.C.) / 5 SUYYT (JO' O.C.. 0' OGGSEr, 5' MIN. MW SOEWAU() _� \ x ° Z 2 BLA« HILLS SpRt1tE I C I / (15 O.C.) C. S. A. H. 17 "'" I 5a 1 ]1.)))9010 1 \ � 1 I[" iS.J ]0 '('z ' 0c) — 9900 It 50' C. IN, IF— {}Q' o.c.. Y,x. LRCM v � ALq J (2so.c succARm) 2J(ioi1) SUYYIT ASx 1\ 25. J90ar20� -. -.._ it IT GROM SIDEW�1 ) I ORAWNG Li c � s ,.mil+'\\ \ a 9 PERAL HIXIEttOg T -!'" \ \\ U' (JaoC. 10' TROY sceT— ..•. \ \\ _ •r - I is .• - , — _ — J (iz H vi ' o.c) RN `+ a aw« IW; SPRUCE \ _ 1 zaCealo J ww ASH I I — — rl 1 Ida 25)9 == ( (1s' o.c.) \ \ 15J %0 J 5JO \� < ai U 1 f \ (50 ac.) u / \\ v.J9eoexo crnl 1.r I _ i� \\ \\ V o 35.JDbD610 \ 1. ��• \\ \ \ z I I? \ In C .S.A.H. 17 CITY PROJECT 93-29, S.A.P. 10- 617 -14 "' m = = m = = = = = m m m m m = = = m = m m m i m m = m m = m �s 0 MINN. PROJ. NO MINN. PROD. NO 1. u Lao ".00 I \� zo lo oo 25.02)1100 �` //�E�= {3 = //- L _ = �1 \ ''. �• a 1 ` tom .. l / � l / / / ^ ��— C' "»N//• . ` c!%� C.S.A.H. 17 y 50• 0 1 RED OAK to SPRING SNOW CRAB / (,2' DCJ f , 25.1p0pJEo ,o JAP. 1REE LILAC (15' O.C.) ffl � O e miff$ n 12 BIACN HILLS SPRUCE Iz W RED DAK z o 2 � a =�dW 0! v ° mo d U c ' o ff SEE SHEET 511 oouK , EDR 91EE1 No. ADpRWAL PLARwNLS � 114 156 CITY PROJECT 93 S.A.P. 10 617 - 14 — I r I T - 1r — T — �f — i I I I �r T �r —T — � (\ r - 7 — — T I It I I I �r -� I II L_J I I _. I I I II I I _J II I II I II I II I I 4- _ 9 M1REMI —io L HOHEttOCUSi ' sHOw w,AB A-1 - - I.42,D) - ..,I J 1. u Lao ".00 I \� zo lo oo 25.02)1100 �` //�E�= {3 = //- L _ = �1 \ ''. �• a 1 ` tom .. l / � l / / / ^ ��— C' "»N//• . ` c!%� C.S.A.H. 17 y 50• 0 1 RED OAK to SPRING SNOW CRAB / (,2' DCJ f , 25.1p0pJEo ,o JAP. 1REE LILAC (15' O.C.) ffl � O e miff$ n 12 BIACN HILLS SPRUCE Iz W RED DAK z o 2 � a =�dW 0! v ° mo d U c ' o ff SEE SHEET 511 oouK , EDR 91EE1 No. ADpRWAL PLARwNLS � 114 156 12 "TRI- PINE I It I LJ — — T — — _. I _ 9 M1REMI —io L HOHEttOCUSi ' sHOw w,AB A-1 - - I.42,D) - ..,I 12 RED L%ENDOR CRAB (,Y O.C.) A1 c.. E e R�u�bF7i A,ZT m. 2.c�7 — — — V J AUSIPoAN ME E BLAIX M1S SPRUM 5 RED OAK Os' o.c.> Us o.c.> i� f5o o.c) 1 AUSIPoAN % • ( p Os o.c.) II Ibseua ILLS SPfi,CE // \\ 0 I I I I \ ] SoRINO SNOW CRAB \ \ PN 35J960e10 \\ III / 25 PW III H A AUTVMI PURPLE ASII L 3H \ \ \J� O0 o.c.) , (1z' OG) \ \ \ \ S Pw J %OA00 \`\ 2 I 211py — 2].5asp]EO I I I / / EuER�LLD WEER HORNAY uAPLE �\ 30' O.C.) PW 25.d20 AMO L BALSAM FIR ( O.G) I d5.01J1>00 J BLACK HILLS SPRUCE C.S.A.H. 17 1. u Lao ".00 I \� zo lo oo 25.02)1100 �` //�E�= {3 = //- L _ = �1 \ ''. �• a 1 ` tom .. l / � l / / / ^ ��— C' "»N//• . ` c!%� C.S.A.H. 17 y 50• 0 1 RED OAK to SPRING SNOW CRAB / (,2' DCJ f , 25.1p0pJEo ,o JAP. 1REE LILAC (15' O.C.) ffl � O e miff$ n 12 BIACN HILLS SPRUCE Iz W RED DAK z o 2 � a =�dW 0! v ° mo d U c ' o ff SEE SHEET 511 oouK , EDR 91EE1 No. ADpRWAL PLARwNLS � 114 156 12 "TRI- PINE I It I _. I 26 NERALD WEE. uAPLE I A-1 - - I.42,D) - ..,I 12 RED L%ENDOR CRAB (,Y O.C.) A1 ( , MN -10 uAJI i QLI SOEWALK) 00 L � E-12 RED SPLE DOR CRAB I 1. u Lao ".00 I \� zo lo oo 25.02)1100 �` //�E�= {3 = //- L _ = �1 \ ''. �• a 1 ` tom .. l / � l / / / ^ ��— C' "»N//• . ` c!%� C.S.A.H. 17 y 50• 0 1 RED OAK to SPRING SNOW CRAB / (,2' DCJ f , 25.1p0pJEo ,o JAP. 1REE LILAC (15' O.C.) ffl � O e miff$ n 12 BIACN HILLS SPRUCE Iz W RED DAK z o 2 � a =�dW 0! v ° mo d U c ' o ff SEE SHEET 511 oouK , EDR 91EE1 No. ADpRWAL PLARwNLS � 114 156 EV pRDI I psi; =N:LL �o , Ra zo�� u ,9 ,5 I VIII - BO�� rw uurw12313 31w INDEX .w AW F RS _.,,,Arru[NTS 1,csca)v 211900360 PN 1 1. 111900J]0 - 12 TOGA HAWM 11 O.C.) (' \ \ \ 13 NAC6BEflRY (30' O.C.) + 41 41 I — _--- - - - -�— \ T -- �7 - / \\ - -- ___ JJ 1 H 1 11(ToTAy) 9 MIT ASH (50 O.C., 10' MOM SDEIN X) SEE DRAIMHO BELOW S R g b Q 9 $vPNC SNCw CRAB 1 HAIXf1ERPY ( T NA 'OC.) W1110RN 1 1 ggz 1S.t910W0 1 C.S.A.H. 17 l.9990t00 � 1 x vM 1156500)0 � I 1 I I P'N ua9aono r �1 pl _ � vs66amo J b h3 111 ' q I? I 5o' t(£ ) fNERALD WCEN N—Y MA 5' %VOY 9DE—) 11 NEWPORT I RUM r J I I aNA — d 0 Y�A�LVC v'GYC E------ ----- ____'__ (1r o.o J___ ..., ______ ___a J — — a (rorAL)AUTUMN RAtRL ASI. SEE —ET WN, fROM $IDEw'AIX) Z 2 _ )-- Q 1 �7- W F W 7 c.s s ` 1• — — — — — 11(TOTAL) MIT ASH SEE DflAM C ARoA ) 11 c" / 1 /J 2 NEWPORT RUM (12' O.C.) -• I I ((TOTAL) d W = v; 11 b� TA d 1 �' H I u ) EMERALD WEEN NORWAY MAPLE O.C.. 5' FROM 90EwALR) 1 1 �A' P, I _ . O -_ I I � AUTU F $I ( ASH SD' O.0 ., 5' MIN, flDEI9ALN) SEE SNEET 6 ) Q . d V U Q N J U V ci p 2s.nl"oolD { 11 1 '< � vN 1 zs.uso6eo i � ' • . s III � I 11 �. x I � I I `\ %H 2s,xsaD90 11 C 'S•A•H• 17 CITY PROJECT 93-29, S.A.P. 10- 817 -14 9El NO 115 156 m NO MILAN. PROJ. NO. zs.xerolo I I �I I s vROEUVOH ca6B (17 o.c) � — aevA I n l I n Y(T9TA AUR14N PUHPtE A54 (SO' o.0 5' 4i4. fAOY SIDEMAUt — I — _ —1 E SHEET 66 )_ f' ()�1 - � 3 E 7PT L) AUTw4 (SO' M 5' 414. fAOY 9DEw6 ) sEE sIuT 6a � Bus64 rm X 5 PR as.se I ` 44 ' C. S. A. H . 17 >g �� asaTloolD � � I q M1 s N\ �, a EMERALD IX IEN NORWAY .A Y 1 SPRING SNOW MAB F (la' / \ \ 2 SU44ii ASH O.C.) — — — — — — — — — — — — — — — — — — — 7 _ — I B._T _ 9aoo 0 Z ��w Pw •~` _� w \ zs.TalaosD a 5vm4c snow cxAe (la O.C.) U cj x o 6 EN ' g SHEET 10 LAKE DRIVE CITY PROJECT 93-29, S.A.P. 10- 617 -14 116 X556 n 0 1 i� r1 CITY OF 3 CHANHASSEN 690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317 (612) 937 -1900 • FAX (612) 937 -5739 TO: Don Ashworth, City Manager FROM: Charles Folch, Director of Public Works - Date DATE: January 2, 1996 SUBJ: Approve Feasibility Report on Powers Boulevard Improvements (Trunk Highway 5 to Lyman Boulevard - Carver County Project); Authorize Preparation of Plans and Specifications; Authorize Easement Acquisition and Quick -Take Project No. 93 -29 At the December 11, 1995 City Council meeting, the Council formally received the supplemental feasibility report for Powers Boulevard Improvement Project from Trunk Highway 5 to Lyman Boulevard, and set the public hearing date for its January 8, 1996 meeting. As required by State Statute 429, all property owners proposed for special assessment have been notified directly by mail and official notice has been also published in the Chanhassen Village newspaper. To date, staff has received a couple of project inquiries, however, there are no verbal or written objections to the project that have been received. The project engineer from BRW will be on hand to provide a formal presentation on the primary elements of this proposed improvement project including estimated project costs, financing, assessments, and construction schedule. A representative from Carver County will also be present should there be an y questions regarding Carver County. I would ask that councihnembers bring their copy of the feasibility report from the December 11, 1995 meeting to the public hearing. At the close of the public hearing, if there are no relevant questions or concerns which would require further investigation and response, it is recommended that the City Council approve the supplemental feasibility report dated November 30, 1995 for the Powers Boulevard reconstruction from Trunk Highway 5 south to Lyman Boulevard (Carver County project), City Project File No. 93 -29, authorize the preparation of project plans and specifications, and authorize easement acquisition and quick -take of easements needed for the project. jms Attachment: 1. Supplemental Feasibility Report dated November 30, 1995. 2. Hearing Notice sent to property owners. 3. Letter sent to the residents on south end of Oakside Circle. 4. Mailing lists. 5. Notice sent to Chanhassen Villa 'er. c: Dave Hempel, Assistant City Engineer Roger Gustafson, Carver County Bill Weckman, Carver County Jon Horn, BRW Greg Brown, BRW g:'en &h arles\cc\powers.fea MEMORANDUM I� November 30, 1995 Mr. Charles Folch, PE Director of Public Works City of Chanhassen B R w INC. Chanhassen, MN 55317 RE: CSAH 17 (Powers Boulevard) Improvements City Project 93 -29 Planning Transportation Dear Charles: ' Engineering A public hearing was held on April 27, 1992, for the above - referenced project, which included the Urban Design reconstruction of CSAH 17 (Powers Boulevard) from Highway 5 to approximately 2,200 feet south. Thresher Square At that time, the Council elected to reject the project due to concerns associated with the lack of any 700 Third Street So. County funding. Minneapolis, NIN 55415 The City subsequently entered into a Cooperative Agreement with Carver County to upgrade a 612/370 -0700 number of County roadways within the City, including CSAH 17. As a result of this agreement, Fax 612/370 -1378 CSAH 17 was scheduled for reconstruction during 1995. The project scope was extended to include the reconstruction of CSAH 17 an additional 5,600 lineal feet to the south to Lyman Boulevard. A Denver feasibility study for the reconstruction project was presented to the City Council in December, 1994, Milwaukee and a public hearing was held on January 9, 1995, however the project was postponed until 1996 by Minneapolis the City due to funding concerns. It is our understanding that these funding concerns have been Orlando resolved and that the City and County would like to proceed with the CSAH 17 improvements for r Phoenix construction in 1996. Portland San Diego An Environmental Assessment Worksheet (EAW) was completed and approved in September, 1994 Seattle for the project. The preparation of the EAW was mandatory as a result of the nature and length of the project. The EAW did not identify any environmental issues that warranted the preparation of Environmental an Impact Statement or would result in a delay in the project construction. ' Two related projects have been completed to date. A surcharging embankment project was completed during 1994 to allow the roadway to be widened over an area of poor soils. A wetland mitigation project was completed this summer which provided for all of the wetland mitigation requirements for the project. The scope of the project has been expanded since the 1994 feasibility study was completed. At City p and /or County staffs request, the following items of work have been included: • Concrete , sidewalk along Park Road (City) • Concrete maintenance strip behind median curbs (County) • Sanitary sewer has been included south of Lake Susan Hills Drive (south) (City) • Reconstruction near Trunk Highway 5 intersection including signal modifications (County) • Construction staging has been modified to enable the project to be constructed under traffic. The 1994 feasibility study assumed that the roadway could be closed to traffic during construction however two other major roadway projects will be underway in the vicinity concurrently with this project making a closure of CSAH 17 unfeasible. (County, City) Mr. Charles Folch _ November 30, 1995 Page 2 The following amendments to the December 1994 feasibility study summarize the revised costs, funding and assessment methodologies for the project, incorporating the scope changes listed above and considering 1996 construction costs. PROJECT COSTS Costs to implement the County Road 17 Improvement Project fall into three primary categories. They are: A. Construction Costs B. Land Acquisition/Easement Costs C. Indirect Costs We will attempt to define these costs as estimated for this project in the following sections: 1 A. Construction Costs Estimated Improvements Construction Cost Sanitary Sewer Improvements $ 53,000.00 Watermain Improvements $ 148,340.00 Storm Drainage Improvements $ 569,710.00 ' Roadway Improvements $ 2,081,075.00 Pathway Improvements $ 182,625.00 Streetlighting Improvements $ 250,000.00 Landscaping Improvements $ 125.000.00 Total Construction Cost $ 3,409,750.00 B. Land Acquisition /Easement Costs ' Additional land acquisition for roadway right -of -way is not anticipated for this project; however, storm drainage easements and temporary construction easements will be required in some areas for pond construction, storm sewer construction and embankment cuts and fills. a Total Estimated Easement Cost $ 5,000.00 C. Indirect Costs The indirect costs for the project, consisting of engineering, planning, legal, fiscal, appraisal, consultant fees, City and County staff expenses, publication and meeting costs and other miscellaneous expenses for the total project are estimated to be 30 percent of the construction costs. Total Estimated Indirect Cost $ 1,022,925.00 TOTAL ESTIMATED PROJECT COST S 4,437,675.00 Mr. Charles Folch November 30, 1995 Page 3 The construction cost for this project as outlined in the Cooperative Agreement between Chanhassen and Carver County was estimated to be $3,120,000.00. The current estimated construction cost is $3,409,750.00 as shown above. It should be noted that the current total estimated cost includes watermain, sanitary sewer, construction staging, and additional pathway improvements which were not included in the Cooperative Agreement cost estimate. Detailed costs estimates for the proposed improvements are attached. PROJECT FUNDING The Project costs are proposed to be financed through a combination of special assessments and the funding arrangements identified in the joint powers agreement between the City and Carver County. The following table summarizes the estimated project costs for the various improvements and provides a breakdown of the amounts to be financed through special assessments vs. the arrangements of the joint powers agreement. Improvement Construction Costs Sanitary Sewer Watermain Storm Drainage Roadway Improvements Pathway Improvements Streetlighting Improvements Landscaping Improvements Subtotals Assessable/Hookup Costs City/County Costs Total Costs $40,950.00 $67,025.00 $88,125.00 $883,200.00 $0.00 $0.00 0.00 $1,079,300.00 Land Acquisition /Easement Costs $0.00 Indirect Costs (30 %) $323.790.00 Totals $1,403,040.00 $12,050.00 $81,315.00 $481,585.00 $1,197,875.00 $182,625.00 $250,000.00 $125.000.00 $2,230,450.00 $5,000.00 $53,000.00 $148,340.00 $569,710.00 $2,081,075.00 $182,625.00 $250,000.00 $125.000.00 $3,409,750.00 $5,000.00 $699.135.00 $1.022.925.00 $3,034,585.00 $4,437,675.00 Assessments are proposed to be made to the commercial properties along the northern portion of the project area for watermain, storm drainage and roadway improvements. No special assessments are proposed for pathway, landscaping, or streetlighting improvements. This is consistent with the proposed assessment methodologies considered as a part of the 1992 feasibility study re- initiation for the project. No assessments are proposed for the residential properties along the middle portion of the project area. Trunk area assessments are proposed to be made to the residential properties along the southern portion of the project area for watermain and sanitary sewer. 1 Mr. Charles Folch November 30, 1995 Page 4 ASSESSMENTS The proposed methods of assessment, areas to be assessed and amounts to be assessed have been determined though meetings with City staff. Assessment amounts are intended to be consistent with existing City assessment policies where applicable, or consistent with normally anticipated assessment rates experienced in similar projects. Methodology, rates, areas to be assessed, credits, etc., can be revised from those illustrated in this report at the discretion of the City Council. Preliminary assessment rolls for this project are attached based upon the assessment methodologies detailed below. Assessment Roll A details proposed assessments to the commercial properties along the northern portion of the project area. Assessment Roll B details proposed assessments to the residential properties along the southern portion of the project. ASSESSMENT METHODOLOGY L I n 11 I ' l� F7 I Sanitary Sewer Trunk area assessments are proposed for sanitary sewer to be constructed for residential properties along the southern portion of the roadway at the rate of $1,050.00 per residential equivalent unit (REU). One trunk unit assessment for each homesteaded property would be assessed with this project. Additional trunk charges will be collected at the time property subdivision occurs. At such time that service connection is made, these properties will be required to pay lateral connection charges at the current year's rate. These charges are reviewed and modified annually based upon construction cost indices. Watermain Those commercial properties for which watermain services are to be constructed and, therefore, benefitting from this improvement will be assessed for the total cost of the watermain service. Watermain services are. being provided to two properties at the total cost of $17,420.00. This cost includes two 8 inch services and one 12 inch service with wet -taps, piping, gate valves and fittings. Assessments are, therefore, as follows: Assessable Cost = 17 420.00 = $5,806.67 /Service Total Services 3 Trunk area assessments are proposed for water main to be constructed for residential properties along the southern portion of the roadway at the rate of $1,375.00 per residential equivalent unit (REU). One trunk unit assessment for each homesteaded property would be assessed with this project. Additional trunk charges will be collected at the time nronerty Mr. Charles Folch November 30, 1995 Page 5 subdivision occurs. At such time that service connection is made, these properties will be required to pay lateral connection charges at the current year's rate. These charges are reviewed and modified annually, based upon construction cost indices. ' Storm Drainage Consistent with current City policy, one -half (y2) of the cost of the storm sewer is proposed to be assessed. Storm drainage assessments are only proposed 'for the commercial properties along the northern portion of the project area. Assessments are proposed against all areas contributing to the new storm sewer system based upon the contributing drainage area, where benefit from the improvement can be demonstrated. Based upon a total storm drainage cost of $229,125.00, the storm drainage assessable cost is $114,562.50. The storm r drainage assessment rate is, therefore, as follows: Assessable Cost = $114.562.50 = $5,069.14 /Acre Drainage Area 22.6 Acres Roadway Improvements Commercial properties abutting County Road 17 along the northern portion of the project area are proposed to be assessed for roadway improvements on a front footage basis, where benefit from the improvement can be demonstrated. Based upon a total roadway assessable cost of $1,148,160.00, the roadway assessment rate is as follows: Assessable Cost = $1,148.160.00 = $245.18/FF Total Front Footage (FF) 4,683 FF In order for the project to further proceed, the City Council must accept these amendments to the feasibility study and hold a public hearing for the project. It is our understanding that the businesses along the north end of the project are to be assessed as proposed in 1994, but the residential properties along the southern portion of the project will not be assessed. If the City Council wishes to proceed with the project, the following is a tentative project schedule: Accept Feasibility Study Public Hearing and Authorize Preparation of Plans and Specification Approve Plans and Specifications (Carver County) Concur with Plans and Specification Approval (Chanhassen) Bid Opening Award Contract (Carver County) Concur with Contract Award (Chanhassen) Begin Construction December 11, 1995 January 8, 1996 February 20, 1996 February 26, 1996 March 26, 1996 April 2, 1996 April 8, 1996 May 6, 1996 1I 8 t Mr. Charles Folch November 30, 1995 Page 6 Since the roadway is designated as a State Aid route, we will be required to submit the plans and specifications to MnDOT State Aid for their review and approval. We propose to submit the plans and specifications for their review by January 22, 1996. Any delays in the State Aid review process could result in some delays in the project schedule. ' Please let me know if you have any questions or we can provide any additional information. Sincerely, BRW, INC. Grego S. rown, PE I Project Engineer GSB Attachments cc: Bill Weckman/Carver County Jon Horn/BRW File 2396A10 i� CSAH 17 (POWERS BOULEVARD) IMPROVEMENTS Assessment Roll,A CITY PROJECT 93 -29 Estimated Assessments by Property Ownership M r M M M M' M r mm M M mm M Water Main Storm Drainage Roadway Drainage Front Description PIN Area (Acre Footage (FF) $ /Service Assessment Assessment Assessment Total Amount $ /Acre Amount $ /FF Amount Assessment Lot I, Block 1 Park Two 25- 5660010 2.7 574 $5,806.67 $0.00 $5,069.14 $13,686.68 $245.18 $140,733.32 $154,420.00 2nd Addition Lot 1, Block 2 Park Two 25- 5650070 1.5 421 5,806.67 0.00 5,069.14 7,603.71 245.18 103,220.78 110,824.49 Outlot F Chanhassen Lakes 25- 1900317 9.2 1,050 5,806.67 11,613.33 5,069.14 46,636.09 245.18 257,439.00 315,688.42 Business Park Lot 2, Block 3 Park Two 25- 5650090 2.8 500 5,806.67 0.00 5,069.14 14,193.59 245.18 122,590.00 136,783.59 Lot 1, Block 3 Park Two 25- 5650080 5.6 485 5,806.67 0.00 5,069.14 28,387.18 245.18 118,912.30 147,299.48 Lot 1, Block 1 Empak Addition 25- 2710010 0.8 613 5,806.67 0.00 5,069.14 4,055.31 245.18 150,295.34 154,350.65 Outlot B Chanhassen Lakes 25- 1900320 0.0 110 5,806.67 0.00 5,069.14 0.00 245.18 26,969.80 26,969.80 Business. Park 3rd Addition Outlot C Chanhassen Lakes 25- 1900330 0.0 930 5,806.67 0.00 5,069.14 0.00 245.18 228,017.40 228,017.40 Business Park 3rd Addition Lot 1, Block 1 Redmond Products 0.0 0.0 5,806.67 5,806.67 5,069.14 0.00 245.18 0.00 5,806.67 Addition Totals 22.6 4,683 17,420.00 114,562.56 1,148,177.94 Note: The assessment rates and amounts shown are preliminary. The final rates and amounts will be based upon the final Ttal s s and 1 280 160.50 and will be as adopted by the City Council during the project assessment hearing following the completion of the construction, land acquis tion admire rative costs, project. #21403 M r M M M M' M r mm M M mm M '$1,050.00 /REU (residential equivalent unit) "$1,375.00/R EU "'Future subdivision of property will be charged trunk hookup fees at current year rates based on the number of lots (units) created CSAH 17 (POWERS BOULEVARD) IMPROVEMENTS CITY PROJECT 93 -29 ASSESSMENT ROLL B Estimated Assessments by Property Ownership - --- - — – ESTIMATED ASSESSMENTS - Descrip PIN Zonin Gross Area Exist. Potential Future Trunk Sanitary ry - -- - - - -- Lateral Sanitary — - -- Trunk Watermain .. _ Lateral Watermain Present Units Units' Sewer' Sewer Total Lot 1, Block 1 25- 3530010 RLD 2.5 1 Assessment Hillside Oaks 4 $1,050.00 $0.00 $1,375.00 $0.00 $2,425.00 Addition Lot 2, Block 1 Hillside Oaks 25- 3530020 RLD 3.72 1 6 $1,050.00 . . $0.00 $1,375.00 Addition $0.00 $2,425.00 Lot 3, Block 1 Hillside Oaks 25- 3530030 RLD 2.52 1 4 $1,050.00 $0.00 $1,375.00 Addition $0.00 $2,425.00 Lot 4, Block 1 25- 3530040 RLD 2.5 1 Hillside Oaks 4 $1,050.00 $0.00 $1,375.00 $0.00 $2,425.00 Addition Lot 5, Block 1 25- 3530050 RLD 3.48 1 r Hillside Oaks 5 $1,050.00 $0.00 $1 , 375.00 $0.00 $2,425.00 Addition Lot 6, Block 1 Hillside Oaks 25- 3530060 RLD 2.58 1 4 $1,050.00 $0.00 $1,375.00" _ - Addition $0.00 $2,425.00 Lot 7, Block I Hillside Oaks 25-3530070 RLD 3.42 1 5 $1 ,050.00 $0.00 $1,375.00 . .. . .. . . ... . .. . Addition $0.00 $2,425.00 '$1,050.00 /REU (residential equivalent unit) "$1,375.00/R EU "'Future subdivision of property will be charged trunk hookup fees at current year rates based on the number of lots (units) created I CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on her 19 ► 19��, the duly qualified and acting Deputy Clerk of the City of Chan- hassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of ?U.b l iG Aearl rA - Ooe 1 l �- 3 - ac) d a�-ed 1 3 95 °F- to the persons named on attached Exhibit "A ", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Karmen q1. )Enggl�ardt, Deputy Clerk Subscribed and sworn to. before me this - -V\ d� of 19 J pizi - z/ Notary Puc KIM T. MEUWISSEN NOTARY PUBLIC- MINNESOTA ! CARVER COUNTY My Commission Expires Jam 31, 2000 J03 ,ar Pauls 27 To of the World Drive ;alt La 'y, UT 84121 25 -2710 10 County 1 anhassen 200 Highw 13 West Burnsville 55337 M 25 -56 09 Beddor erp iF 6950Gal rises /E. J. Carlson Beddor erprises/E. J. Carlson Road 6950 GaI,MNN Road xcelsio M 55331 Excelsio 55331 § 5- 3530010 eorge A. & Jacquelyn Bizek 8750 Powers Boulevard r hanhassen, MN 55317 25- 3530020 Arild Rossavik 8800 Powers Boulevard Chanhassen, MN 55317 5- 3530040 ohn Hill 360 Oakside Circle Chanhassen, MN 55317 25- 3530070 F Kevin A. Buesgens 300 Oakside Circle Chanhassen, MN 55317 s 25- 3530050 Craig J. Peterson 1340 Oakside Circle Chanhassen, MN 55317 25 -19003 0 City C anhassen 690 Co ter Boulevard P.O. B 1`4� Chanhassen, MN 55317 25 -565 70 Beddor E rprises /E. J. Carlson c/o United ailing, Inc. 1001 Par ad Chanhassen, MN 55317 25- 5660010 Bed r terprises /E. J. Carlson c/o Vi ry Envelope P.O. 159 Chan assen, MN 55317 25- 3530030 Daniel M. Dauffenbach 1380 Oakside Circle Chanhassen, MN 55317 25- 3530060 Min Cam & Margaret A. Tran 1330 Lyman Boulevard Chanhassen, MN 55317 25 -1 003 0 City o C anhassen 690 Co ter Boulevard P.O. Q x 147 Chanhassen, MN 55317 CITY CHANHASSEN 690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317 (612) 937 -1900 • FAX (612) 937 -5739 December 21, 1995 T Re: County Road 17 (Powers Boulevard) Reconstruction Project Dear Property Owner: Carver County is currently developing plans for the widening and reconstruction of County Road 17 (Powers Boulevard) between Trunk Highway 5 and Lyman Boulevard. The project includes widening Powers Boulevard to two lanes in each direction separated by an 18 -foot median with curb and gutter, pedestrian/bicycle trails, street lighting and landscaping improvements. Construction is currently scheduled to begin in late April or early May, 1996. The project also includes construction of trunk waterman` and sanitary sewer facilities for future service of the Hillside Oaks properties located west of Powers Boulevard near Lyman Boulevard. Your property is included in this group. In keeping with City assessment policies, each homesteaded property in this group will be assessed one , trunk unit assessment for watermain and one trunk unit assessment for sanitary sewer. The unit assessment rates are $1,050.00 for sanitary sewer and $1,375.00 for watermain bringing your total proposed assessment to $2,425.00. , These assessments represent trunk area charges only. Lateral connection charges will be assessed at the time you ■ connect your property to the City utilities. The lateral connection charges are reviewed and modified annually based upon construction cost indices. The trunk area charges and lateral connection charges represent a portion of the costs incurred by the City in order to construct the watermains, sanitary sewers, lift stations, treatment and storage facilities and other items necessary to provide for safe, efficient City utility systems. There will be a public hearing to provide more information about the project, assessments and to collect your comments regarding the proposed improvements. The public hearing is schedule for Monday, January 8, 1996 at 7:30 p.m. at Chanhassen City Hall. If you need any further information about the project or the public hearing, you can contact me at 937 -1900, extension 114. Sincerely, CITY OF CHANHASSEN Charles D. Folch, P.E. Director of Public Works g .\eng\hearing15 &]yman.1tr I f t u t u floll CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA ) ss COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on k r_Inr bgr l 19 9's , the duly qualified and acting Deputy Clerk of the City of Chan- hassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of -�6 r C. r f,.1.OA i -) I 1cc- to the persons named on attached Exhibit "A ", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Ka:ten J Subscribed and sworn to before me this 2±V\ d� of er�h�r 19 N ngqjJnardt, Deputy Clerk KIM T. MEUWISSEN .!� NOTARY PUBLIC - MINNESOTA �. CARVER COUNTY MY Commission Evjr6s Jan. 31, 2000 y � I � L_ D ,. Pauls ,p of the World Drive ,ke City, UT 84121 - 5650080 ,eddor Enterprises /E 6950 Galpin Road Excelsior, MN 55331 25- 2710010 County 17 Chanhassen 200 Highway 13 West Burnsville, MN 55337 25- 5650090 J. Carlson Beddor Enterprises /E. J. Carlson 6950 Galpin Road Excelsior, MN 55331 25 -353 010 George & acquelyn Bizek 8750 Powe oulevard Chanhass n, 55317 25 -3 00 0 John 1360 ide Circle Chanhassen, MN 55317 25- 3007 0 Kevin uesgens 1300 kside Circle Chan assen, MN 55317 25 -35 0 0 Arild R avik 8800 P ers Boulevard Chanhassen, MN 55317 25-,13 095 0 Crai eterson 1340 kside Circle Chan as , MN 55317 25-19900330 City o nhassen 690 Cou r Boulevard P.O. Bd 1 Chanhassen, MN 55317 25- 5650070 Beddor Enterprises /E. J. Carlson c/o United Mailing, Inc. 1001 Park Road Chanhassen, MN 55317 25- 5660010 Beddor Enterprises /E. J. Carlson c/o Victory Envelope P.O. Box 159 Chanhassen, MN 55317 25 -3530 0 r Dani . Dauffenbach 1380 Nass de Circle Chan MN 55317 n, 25- 3530060 ' Min & Margaret A. Tran 1330 yman Boulevard Cha hassen, MN 55317 25 -1 Q00 'v30 City o anhassen 1 690 C ter Boulevard P.O. ox 47 Chanhassen, MN 55317 1 N 1 1 1 t CITY CHANHAOSSN 690 COULTER DRIVE • P.O. SOX 147 • CHANHASSEN, MINNESOTA 55317 (612) 937 -1900 • FAX (612) 937 -5739 December 13, 1995 Edward A. Pauls ' 8227 Top of the World Drive Salt Lake City, UT, 84121 Re: Notice of Public Hearing for Powers Boulevard (CSAH 17) Improvement Project from Trunk Highway 5 South to Lyman Boulevard - Project No. 93 -29 Parcel No. 25- 1900370 Dear Property Owner: Notice is hereby given that a public hearing has been scheduled for public discussion on the Powers Boulevard (CSAH 17) from Trunk Highway 5 south to Lyman Boulevard, Project No. 93 -29 feasibility study at the City Council's regular meeting on Monday, January 8, 1996 at 7:30 p.m. in the City Hall Council Chambers located at City Hall, 690 Coulter Drive. Powers Boulevard (CSAH 17) is proposed to be reconstructed to a four -lane, divided urban roadway with concrete curb and gutter, storm sewer, trails, street lighting and landscaping. The total project cost of said improvements is estimated to be approxunately $4,400,000. Said improvements are proposed to be financed by a combination of special assessments to benefiting properties, local funds, and County funds. YOUR PROPERTY IS PROPOSED FOR SPECIAL ASSESSMENTS. A copy of the feasibility study showing the project scope, costs and proposed assessment is available ' for review in the Engineering Department, Mondays through Fridays from 8:00 a.rrL to 4:30 p.m. 11 Sincerely, CITY OF CHANHASSEN <z— Charles D. Folch, P.E. Director of Public Works CDF:ktm ty throughout the building. The Recreation Center,'adja(°ht to Bluff Creek Elementary, don, the space for Monday througn Thursday of last week. "How wonderful it was for the Ree Center to donate the space. " They didn't hesitate at all. We had the space for four solid days," Johnson said. One of the unique part of the program is that students were able )oks for Bluff Creek to pick out presents for the gift set up in the Chan- store, knowing that it would go to or students not able someone from their school. ertain hours to pick "We wanted to help them :on) understand how important individu- SWEETIE Sweetie is a loving 14- week -old black/rust colored collie /mix pup- py. She is gentle, loves to held and gets along with other dogs and kids. She is paper trained and 60 percent housebroken, and she needs further training. MOTLEY Motley is a black, curly- haired 1 spayed female dog that was abandoned in Chanhassen. This "Heinz 57" is gentle, affectionate, friendly and obedience trained. She is 80 percent housebroken and awaits your finishing touches. Public Notic CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA NOTICE OF PUBLIC HEARING FOR POWERS BOULEVARD (COUNTY ROAD 17) IMPROVEMENT PROJECT FROM TRUNK HIGHWAY 5 SOUTH TO LYMAN BOULEVARD (CARVER COUNTY PROJECT) CITY FILE NO. 93-29 NOTICE IS HEREBYGIVEN that a public hearing has been scheduled for public discussion on the Powers Boule- vard (CSAH 17 Project) feasibility study at the City Council's regular meeting on Monday, January 8, 1996 at 7:30 pm. in the City Hall Council Chambers located at City Hall, 690 Coulter Drive. Powers Boulevard (CSAH 17) is proposed to be reconstructed to a four -lane, divided ur- ban roadway with concrete curb and gut- ter, storm sewer, trails, street lighting and landscaping The total projectcostof said improvements is estimated to be approxi- mately $4,400,000. Said improvements are pr6p6sed to be financed by a combina- tion of special assessments to benefiting properties, local funds, and county funds. A copy of the feasibility study show- ing the project scope and costs is available for review in the Engineering Depart- ment, Mondays through Fridays from 8:00 am. to 4:30 pm. All i nterested persons may appear and he heard at said time and place. Charles D. Folch. P.E. Dir. of Public Works 937.1900 (Published in the Chanhassen Villager on Thursdays. Dec. 28. 1995 and Jan. 4. 1996; No. 2597) BOARD Of: EDUCATION ItiDEJ'ENDFNT SCHOOL. DISTRICT 112 C IIASKA, NNNESOTA Sumtnu) Work Session. 11 .30-95 a student for 1 yr. if student found to have brought a firearm to school. Approved/Accepted: -Minutes 11 -16 -95 reg. mtg. - Personnel Items — Leave Request Kerry Joyce, BC, LRDR/Reg Tchr., Parenting, eff. 12/30/95 (6 wks); , Molly Govt, Chan, Gr. I Tchr., Parenting, 3129 - 6x1/96 . Karen Graves, ECC, Gr. 5 Tchr., General, 1/22 -6/7 /96 . July Senden, CES, Gr. 5 Tchr.. Parenting, 1/25- 3/28 /96 Resignation . Ted Fleener, Hd. Coach Girls Vol- leyball, eff. 11/13 /95 . Susan Korynta, Chan, Playground Supv., eff. 12/1195 Appointments . Mary Ratalsky, GA, Proctor Title I, 11/7195 Sharla Ekegren, BC, ESLTchr., I l/ 14 /95 . Lesley Oran, St. John's, Proctor ,Title I, 11!7/95 . . - Checks for $2,002,913.80 - Wire transfers - from 11/15 - 11/20/ 95. Closed uttg. set for 1217 with work less. starting ® 6:30. Approved renewal of property dt ca- sualty ins. coverage from 1 /l /96 to 1 /l /97 with MN Sch. Bd. Assoc. Ins. Trust for S82,740 & renewal of boiler & machinery ins. coverage from 1/1 /96 to 1/1 /97 with Westem Nat'l Mutual Ins. Co. for$6,151. Approved S1 million liability umbrella .M ppoolicy from Berkley Administrator for oo. Approved hiringg I FTE custodian, effective 12/95, for $C Community Ctr. & sch. Sr-b. Bd., retreat set for 12/15 from 1- 4 P.M. Mtg. adjourned 9 10:18 P.M. Charles Lawler, Clerk (Published in the Chanhassen Villager on Thursday. Dec. 212. 1995• N,, )tooN r. t 1 tradition, took their songs to the hallways of Minnetonka the direction of Paula Holmberg, shared their music with :hoot. (Staff photo by Kathy Nelson) als are in the community," Johnson said. over the holiday Caspers, who was helping out at ling to a letter sent Gifts With PRIDE Thursday afternoon, assisted some students. ceded what we had look for gifts for their brothers and nson said. sisters. Depending on the number of ers put the gifts people in the family, she would also :rent categories . send home gift certificates for a hassen Recreation grocery store and Target to further nce Room on help out the families. then had hours "We try to make it go to as many esday, and Thursday families as we can," Caspers said. ten either parents or pick out gifts for SWEETIE Sweetie is a loving 14- week -old black/rust colored collie /mix pup- py. She is gentle, loves to held and gets along with other dogs and kids. She is paper trained and 60 percent housebroken, and she needs further training. MOTLEY Motley is a black, curly- haired 1 spayed female dog that was abandoned in Chanhassen. This "Heinz 57" is gentle, affectionate, friendly and obedience trained. She is 80 percent housebroken and awaits your finishing touches. Public Notic CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA NOTICE OF PUBLIC HEARING FOR POWERS BOULEVARD (COUNTY ROAD 17) IMPROVEMENT PROJECT FROM TRUNK HIGHWAY 5 SOUTH TO LYMAN BOULEVARD (CARVER COUNTY PROJECT) CITY FILE NO. 93-29 NOTICE IS HEREBYGIVEN that a public hearing has been scheduled for public discussion on the Powers Boule- vard (CSAH 17 Project) feasibility study at the City Council's regular meeting on Monday, January 8, 1996 at 7:30 pm. in the City Hall Council Chambers located at City Hall, 690 Coulter Drive. Powers Boulevard (CSAH 17) is proposed to be reconstructed to a four -lane, divided ur- ban roadway with concrete curb and gut- ter, storm sewer, trails, street lighting and landscaping The total projectcostof said improvements is estimated to be approxi- mately $4,400,000. Said improvements are pr6p6sed to be financed by a combina- tion of special assessments to benefiting properties, local funds, and county funds. A copy of the feasibility study show- ing the project scope and costs is available for review in the Engineering Depart- ment, Mondays through Fridays from 8:00 am. to 4:30 pm. All i nterested persons may appear and he heard at said time and place. Charles D. Folch. P.E. Dir. of Public Works 937.1900 (Published in the Chanhassen Villager on Thursdays. Dec. 28. 1995 and Jan. 4. 1996; No. 2597) BOARD Of: EDUCATION ItiDEJ'ENDFNT SCHOOL. DISTRICT 112 C IIASKA, NNNESOTA Sumtnu) Work Session. 11 .30-95 a student for 1 yr. if student found to have brought a firearm to school. Approved/Accepted: -Minutes 11 -16 -95 reg. mtg. - Personnel Items — Leave Request Kerry Joyce, BC, LRDR/Reg Tchr., Parenting, eff. 12/30/95 (6 wks); , Molly Govt, Chan, Gr. I Tchr., Parenting, 3129 - 6x1/96 . Karen Graves, ECC, Gr. 5 Tchr., General, 1/22 -6/7 /96 . July Senden, CES, Gr. 5 Tchr.. Parenting, 1/25- 3/28 /96 Resignation . Ted Fleener, Hd. Coach Girls Vol- leyball, eff. 11/13 /95 . Susan Korynta, Chan, Playground Supv., eff. 12/1195 Appointments . Mary Ratalsky, GA, Proctor Title I, 11/7195 Sharla Ekegren, BC, ESLTchr., I l/ 14 /95 . Lesley Oran, St. John's, Proctor ,Title I, 11!7/95 . . - Checks for $2,002,913.80 - Wire transfers - from 11/15 - 11/20/ 95. Closed uttg. set for 1217 with work less. starting ® 6:30. Approved renewal of property dt ca- sualty ins. coverage from 1 /l /96 to 1 /l /97 with MN Sch. Bd. Assoc. Ins. Trust for S82,740 & renewal of boiler & machinery ins. coverage from 1/1 /96 to 1/1 /97 with Westem Nat'l Mutual Ins. Co. for$6,151. Approved S1 million liability umbrella .M ppoolicy from Berkley Administrator for oo. Approved hiringg I FTE custodian, effective 12/95, for $C Community Ctr. & sch. Sr-b. Bd., retreat set for 12/15 from 1- 4 P.M. Mtg. adjourned 9 10:18 P.M. Charles Lawler, Clerk (Published in the Chanhassen Villager on Thursday. Dec. 212. 1995• N,, )tooN r. t 1 tradition, took their songs to the hallways of Minnetonka the direction of Paula Holmberg, shared their music with :hoot. (Staff photo by Kathy Nelson)