The URL can be used to link to this page

2015-04-27_2015_MILL_&_OVERLAY_PROJECTCHIMO DAL AVE. RA CHIMO EAST WEST MINNETONKA BLVD. HILL RD. D Y E R L A. MANORRD.RD. HEIGH 1 MAPLE MAPLECHASE DR.HILLSIDE ST. COTT AGEWOODJEFF ERSO N ST. NO RT HERN RD. PAR K PL. N ORT H SUMM ERVILLE AVE. RD. RE HA RP LA. HU SS ST. ET ERSON P ST. WA TER S T.RD. DI N A KEE W Y LAKEVIEW AV ST. EL M ST.BALD WIN AVE. E. B A Y ST. C O T T O N WO O D RD.DLINWOO RD. CARSONRD. LINDEN RD. BAYVIE W CT. LINWOOD RD. DOWO LIN LA. WOODHAVENPL. ODOLINWCIR.MINNETONKA B LVD. MICHAE LE LA. D R. RD. PORTER A LA. TRACY LYN N TE R. JENNIFER LA. SP RING SIOR BLVD. W.ST. CLEAR MILL W RD. MILL WEST EASPRIN G PATRICIA LA. SHERWOOD HIGH CR EST DR. EXCELSIOR BLVD. LAK E HO O PER RD. VINE ST. VINE Lake Hooper SPR INGCRE S TDR.EENELHKAT DR.KIPLING AVE.KINGSWOOD TER. D E ANN CIR. BLUEBIRD LA. REBECC A HA N U S HANUS RD. CIR.LA. TE R. DU MAS AV E. LA. BELL CIR. HIGH PARK DR. CREEK PARKLA. STODOLA W. W. ST. ST. FROMM ES CIR. MAH O N EY AV E.COVINGTONCIR. RADFORD ST. COVINGTON RD. BELL CIR. W. COVIN GTON GTON COVIN VIEW S ALI S BU RY B EL LH A M MANCHESTER ST.A V E.A V E. RAD FORD RD. DR. CR VIEW RIDGE EEK CREEK RIDGE BA RRINGTON CT . T POINJOSEPH RD. C R E E K P OI N T COVINGTON CT. RD. CT. CREEK CR EEK RID D GE GE TR. RI PA SS CREE K TOWN LINE G AR DEN RD. F ATI M A PL. BLV D . IVY IDL E WILDF ERNCR OFT DR. LA. WAY SUBURB AN DR. RUST ICDEND OO W P AT H WES T LA. DEVO N IRE S H CIR. R EGENTSWA LK E DG BRI S KNIGH T RD. ANTHO NY TE R. A N OR RD. M ALB ANS BAY ST. RD. Como PL. CIR. DO LINWO Lake FAIRVIEW ST.SLE EPY HO LL OW RD. PL. HIGH V I 4 GREEN WOOD CIR.QUEENS CIR.WEEKSRD. BYRONCI R. ST . VINEST.M E A DVILL E FAIRVIE W WEST ST. C U R VE S T. ST. KA MINN ETON BLVD.ST. A L B A BA Y RD. Bay ELNCHAN DR. RD. H GTS. MAPLE Lake MAC LYNN RD.HIDDEN ROI EXCELS VD.BLLA. Galpin Lake O N DIVI S I ST. W.LAKE ST.LA KEGROVEST. AVE.O D LIN WO BEL L ST. CENT ER ST. WEST DR. EAST AV E. MORSE EMAN PL. MudIAM WILL ST. T. S TN ASA E PL ST.ST. AVE. GR A CE S T. AV . ER WHEEL DR. OAK S T. N AMLY P L. ST. ST. AVE.AVE. LAK EMAPLE LAKE ST. W. ITH SM S T.ND A COU ST.E G GE OR S T. AVE. G R A NT S T. GLEN COE RD. AVE.OEMONR COLLE GEAVE. WATE R ST. U N ION D R. PL.OL SCHO BEEHRLE AVE. ST. Excelsior Bay Christmas Lake Lake Silver CHRIST MAS LAK E RD. MER R Y L A. RIDGE RD. C OVINGT ON RD. SHADY LA. SHORE RD.RAD ISSON INN RD. PT. EK LA CHRI S TMAS BR AN D CIR. CHRISTMAS LA. HILLE NDA LE RD. APPLE RD. BRACKETTS RD.GALPIN LA. MURRAY ST.GA LPIN LAK E RD. PARK ST. GLE NCOE RD. MURRAY HILL RD. CHASKA RD. Y MA SUMMIT AVE. WOO D DU C K CI R. GILLETTE CV.CLOVER LA. DERLE TR. MCLAIN RD. TIMBER MI NNET ONK A DR. Lake Lake Linden Mary LAK E DR. RIVIERA LA. ECHO RD. SHO REWOOD LA.LA. Gale Island Sunrise Point Echo Bay Gideon Bay INT RD. S T. A S P E N S T. CEDA R S T. HI LL CR EST DR. SU NRISE LAKEVIEW A V E.AV E. LAKEVIEW AV E. PEARL ST. POINTWESTCT.TONKA BAY LA. LA. WOOD DUCK DR. POINT WEST CIR. TON K A BAY R D. DR. P OI NT WEST PO S T WE WEST WEST AVE. PT.PT.RD. MANITOU RD. INTERLACHEN LA. INTERLACHEN CT. PL. INTERLACHEN CIRC L E RD. RST RD. CL AY CLIFF RD. CRABAPPLE LA. ORCHARDLA. OLD RD. WIL DHURST BIRC H BLUFF RD. PLEASANT PL. LI LAH LA. PLE ASAN T AV E. W. P L EA S A N T A V E. E. WOO DLAWN AVE. M O U N D A V E. NORTHRU P AVE. BRENTWOODAVE. WEDGEWOOD DR. AMLEE RD. MAN ITOU LA. GLEN RD. STAR LA. STAR CIR. M A L L AR D T E A L L A.L A. CLUB LA. SMITHTOWN RD. M A NIT O U R D. Big Island Mahpiyata Island Recreation Point Crown Point Point Comfort Ferguson Point Upper Lake Lake Minnetonka Spray Island Casco Locke Howard Point Point Point Shady Island The Narrows Crescent Beach WILDHU MA NI T O U MANITOU R D. WOO D LAN E ST. BAY ST. CLUB RD. T E E T R. CLUB VALL E Y RD. YELLOWSTONE TR. SEAMAN S DR. EUREKA WAY LE E CIR. RD. BIRCH BLUFF ORCHARD CIR. NELSINE VALLEYWOOD RD.VA LL E Y WOO D VIEW SUNNY VALESYLVA N LA. WIL DR.LA.LA. LA. MEAD O W LA. SMITHTOWN LA. GRAN T LORENZ RD.D ROSE GEDI OAK R CIR. ELMRIDG E CIR. CHU RC H RD.BEVERLY AF T ON RD. CAJED LA. DR. EDGEWOOD RD. DR. KATHLEEN PINE BE N D LA KE VI R GI NI ADR.SMITHTOWNRD. CATHCART DR. MAPLE RIDGE LA. BLUE RIDLA.GE ISLANDVIEW RD. POINT H O WA RD’S RD. W.ST. L RD. PLE ASAN T RD. LYD IARD ANCARMRD.ND LAND RD. Bay MILL MILL S T. ST. Lake TONKA BAY SHOREWOOD EXCELSIOR GREENWOOD CIR. W. W.67 AVE. EW VI ND G RA DR.DR. WHI SPE RI N G OA KS D R. DEL L RD. HARROGATE N CV.DUCK AVON CT. D R. AMHER PurgatoryCreek ECV. CIR. POWERS BLVD . WESTERN DR. HIAWATHA DR. HOPI NA PA DR. R. INDIA N HILL RD.VIEW RD.PLEASANTPLEASANT VI PEACEFUL LA. HOLLY LA. KOEHNEN CIR. ST. HU MMINGBIRD RD.MEL O DY HILL ST. CRESTVIEW DR. DOAHSHENEN MO HA WK DR. DEERW DR. S PLE ASAN T VIEW WAY WILLOW CREEK YO S EMITE AV E. BARBERR YCIR. SS DR.AVE. DR. ARB OR DOG WOOD AV E. GREE NBR I A R A VE. CIR.DENNLI KIRKWOODDR. J O S H U A CI R. LESLEE CV.CRESTVIEW CYPRE ELMT REE AVE. DARTMOUTH SHORE DR.FIR MAPLEW OOD CIR. AVE. PIPEWOOD CV. C HU R C H RD. MAPLE CIR. DR. HAZELTINE BLVD. BLVD . DR. DR. CHASKARD.LILAC LA. RIDGE RD. RD. PLEASANT PLE ASA NT LA. DR. WO L L OHFOX CV.ING CR OS S QU A I L FOX FOXTAIL CT.GR A Y PARK PL. EW COVE CIR. C ARD INA L DR. KOEHNEN CIR. W.E. W. PADD OCK LA.ASTE R TR.ASTER CIR. N Mi nnewashta Lake Virginia ST. MINN ET ON K A Carson STR ATFORD PL. MANN LA. CRESTVIEW William City Hall City Hall AVE.LANDHGIH WILLOW W OOD RD. U R N A B LO CH BROADM ORE DR. JOSEPH BR ACK ET T RD. HALL EUREKA RD. CV. CRAN BERR Y LA. HIL LS CHA RLE STON CIR. CITY OLD KENT ANDO VER PL. S T. RD.J AM E S GA T E WATER BAY S RD. LAK EWAY TE R. Island Island Duck Frog AVE. GIDE O N S PT.RD. HAZE L HILL ST. VINE HILL RD. VINE RIDGE R D. COVINGTON CT. CHART HILL WATERFORD WELL PL.R.ICWATERFORD OLD CT.STRATTON DEVONSHIRE DR. CT. WELSL E YWAY CREEK RUN TR.PHEASANTDR.MEL ODY HILL DR. E C K NGN RI LAKE LUCY OV E D WHI TE DR. WHITE DOVE CIR. WOOD DUCKLA. WOO D DUCK CIR. PINTAIL CIR. LUCY RD. STELLE R CT. PLE ASAN T PARK SOMMERGATE RD. MURR AY HILL RD. OLD A L E X A N D E RC T.WAY CIR. LEANDERCIR. MATT HEW CHENNAULT WAYCL AIRE CT. CT. 19 19 3 7 82 82 7 82 7 62 62 17 19 19 19 7 7 19 41 117 7 LI ND EN LA. TETON BR ETTON PL.JACQUES CT. WESS EL CT. SCHROED ER S T TRR ISTRAM 55th 57th 58th 2nd 2nd 1st 3rd 3rd 3rd 62nd W. 66th ST.66th th CIR. 63rd 65th ST. GRAY LA. 30. FAIRHOPE AVE. 31. 32. 33. MAPLE HILL AVE. 33. 34. 30. 35. ELM ST. 35. 3 6 . 38 .38. 39. ELM PL. 39. 40. 40. LAFAYETTE ST. 41. 42. CENTRAL PL. 42. 43. COVINGTON ST. 43 . 44. SOLBERG PT. RD. 44. 45. 43 . 46. WESTERN RD. 46. 47. 51. 54 . 54. PLEASANT CIR. 55.56.58. DANIEL LA. 59. COUNTRYSIDE DR. 60. HONEYSUCKLE LA. 81.82. 83.84. 85.DR. 41. 1990 POP. 5,913 1990 POP. 1,472 1990 POP. 614 1990 POP. 2,367 St. Albans NSKINGS CT. MAPLE AVE. MEAD OW LA. PEACH CIR. B R E NTRI D G E DR.DR.BOULDER LA.B RIDGE WEDGEWOO D DR. HARDING AV. HARDING LA. DR. FLORENCE AKNO LAWTDR. WILTSEY LA. MANORRD. N. WAS H TABAY RD. GERS NA AT LA.E.VA REPI DR.WOO D S MINN EWASHTA LA.ORCHARD FOREST AVE. FOREST CIR. ORIOLE AVE. 64TH ST. 64 TH CIR. WOOD DR.RA MPART CT. COTTAGE WOOD RD. ROSEDALE AVE. NA N T U CKETR. CHE DR.RRY LOGAN DR.HEAT HBROO K D R. AV E. SWEETWATER SWEETWATER CT. CV. SWEE T WATER CIR.SAWATC H P AS S E L B ER T P T. WHITNEY CIR. TUNSTCHETER. S I ERRA CIR. PL. YELN KI MC MC KINLEY CT. CIR. SILVER LA KE T R. NEAR MT. B LVD. TRAPPERS PASS NE TRAPLI LA.CIR.BEND MT.WAY VIEWTIMBE RHILLRD. CT.PAS S SCA DE A C 52.53 . 49.48. 50. CT. 93. CHESTNUT CT. 93. R D. LAKEP OI NT OO D DR. QUIVER FOX CT. KE LUCY RD.A L PATH FOX DR. CIR. STELLAR CIR. 94. EN5 DALE APLE DR. OA K S MUIRFIELD CIR. HILLS RD. SHADY CIR. SH AD Y HILLS RD. RD. MINNETONKA RD. KET R AM R.CI CHERRY RED LA. N PENNINGTON WAY D.R FER CV. GT STA G HORNLA. LA. ROJINA 96. BR IDG E STON EY BLACKFRIARS LA. WILL OWBOA R CT.CLEAR DR. LA.TER. R D.PATH RIDGE POINT CIR. EUREKA MAPLE LE AF CIR. SHOREWOOD OAK DR. OAK LEAF TR. BURLWOOD CT 98. CLAYCROSS WAY 99. COUNTRY RD. 101. 102. 10 3 . 10 0 . 101. ASHCROFT RD. 106. 107. 106. APPLE TREE CT. 107. PEACH TREE CT. S TRAWBERR Y LA. STRAWBERRY CT. BE RTL GRATHWOL LA. NY SHADOWS VINEL AND CT. NEZ C E R TROEND LE CIR. PE HEATHER PAWNEE O X B O W BEND CIR. SU M MIT OXBOW WILLOW HAVEN DEER RIDGE TIC RUS S HEFFIEL D L A. ADDINGTON CT. 37. RD. FLOW ER C T. WATER FORD CT. SP RING CIR. CIR. GIDEON S S P R U CE HI L L CT. NO BLE R D. ST. ALBANS BAY 1990 POP. 48,370 100. ASHCROFT TER. 102. ASHCROFT CIR. 103. ASHCROFT PL. 41. FOREST DR. 45. PINEVIEW CT. 36. MINNETONKA BLVD. 37. AREY LA. 38. LINDEN ST. 31. WEST POINT PL. 32. WOODPECKER RIDGE RD. 34. GLADE AVE. 104. CHERRY TREE CT. 105. LIME TREE CT. 47. MT. CURVE AVE. BRYNMAWR PL. CARTWAY CT. DR.LAN CT. DING S ASHTON CT. SHA DOW LA. CIR. W. MU LBER R Y MU LBERRY E. CIR. 11 3 . ITH ILIEN LA. BEND CREEKSDR.CLEARVIEW 10 4.10 5. TR.CREEK VI E W ORDCONCLA. REDCHERRY SUN N Y LEY D. R HILL CONISTRATFORD VINE ST. DR.KCARA AM T T AMA RACKCIR.SEQO UIA CYN THIA COVING TON C R EE K LIN ED R. P OI N T E L U C YLAKE KNOB LA. HILL CIR.MELODYACADE MY 101 WALT ER PORT LA. GATEHIGHLACYRD.C T. B R E N D E N RD. VIEWMT. CASC AD E BARR ING TO TREE AVE. PIPER RIDGE LA.PT. TAN AG ER S PNDSA CAV ENDI SH PL. VAL S HA RO N IRONWOOD LAK EWAY DR. LA.LAKEWAY AR B OR CT. MARYLAKE TR.MAPLE VI4 WAY SMITHTOWN MARSH POINTEPOINTE DR. CT.CIR. POINTEMARSH MARSH COUN TRY RD. REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER KAK NNP JMS 4/27/15 45782K:\ 0 1 4 5 9 -9 9 0 \ Ca d\ Pla n \ t i t l e .d g n 5 / 13 / 20 1 5 2 :3 4 :20 PM DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... Shorewood, Minnesota James L. Stremel, PE WSB Project 01459-990 and Appurtenant Work for the City of Improvement Project 2015 Mill and Overlay NNP 7 OF SHEET Title Sheet PLAN SYMBOLS PROPOSED EDGE OF BITUMINOUS PROPOSED FACE OF CURB EXISTING HYDRANT PROPOSED HYDRANT EXISTING WATERMAIN PROPOSED WATERMAIN EXISTING CATCH BASIN PROPOSED CATCH BASIN EXISTING STORM PROPOSED STORM EXISTING SANITARY PROPOSED SANITARY INDEX EXCAVATION NOTICE SYSTEM PERFORMING ANY EXCAVATION. REQUIRED A MINIMUM OF 48 HOURS PRIOR TO A CALL TO GOPHER STATE ONE (454-0002) IS AVOID DAMAGE THERETO. IS TO DETERMINE THE TYPE AND LOCATION OF PRIVATE UTILITIES AS MAY BE NECESSARY TO PRIVATE UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE THE CONTRACTOR THE INFORMATI0N SHOWN ON THESE DRAWINGS CONCERNING THE TYPE AND LOCATION OF "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE DATA". THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED AND LOCATION OF PRIVATE UTILITIES HAS BEEN DESIGNATED UTILITY QUALITY LEVEL D. THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE TO OBTAIN A FIELD LOCATE OF ALL UTILITIES. STATE LAW REQUIRES ANYONE DIGGING, GRADING OR EXCAVATING GOVERNING SPECIFICATIONS SHEET NO.DESCRIPTION WITH IN THE CONSTRUCTION OF THIS PROJECT. ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED INFORMATION IS FOR GENERAL USE ONLY AND NOT INTENDED TO BE USED FOR EXCAVATION PURPOSES. TO THE BEST OF OUR KNOWLEDGE, FROM DRAWINGS SUPPLIED BY OTHERS. THIS TYPE AND LOCATION OF PRIVATE UTILITIES, AS OF THE PRINTED DATE, HAS BEEN DEPICTED THE SUBSURFACE UTILITY INFORMATION REPRESENTED ON THESE DRAWINGS CONCERNING 1 SHOREWOOD and Appurtenant Work for the City of Improvement Project 2015 Mill and Overlay THIS PLAN CONTAINS 7 SHEETS. TRAFFIC CONTROL ZONE LAYOUTS, DATED JANUARY 2014. DATED MAY 2013, INCLUDING THE FIELD MANUAL FOR TEMPORARY TO THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM OR AS MODIFIED IN THE PROJECT MANUAL. AND STORM SEWER INSTALLATION" REFERENCED "CEAM" DATED 2013, "STANDARD UTILITIES SPECIFICATION FOR WATERMAIN SERVICE LINE INSTALLATION SPECIAL PROVISIONS, AND ANY AMENDMENTS THERETO AND THE OF THE "MATERIALS LAB SUPPLEMENTAL SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN, "STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION." AND THE 2014 EDITION THE 2014 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION Construction Plan Estimated Quantities / Miscellaneous Details Construction Notes and Standard Plates Typical Sections Title Sheet 5 - 7 4 3 2 1 McKinley Court Mayflower Road Chaska Road Murray Hill Road Typical Sections EXISTING GROUND EXISTING GROUND 2.5% (PROPOSED) 2.5% (PROPOSED)2.5% (PROPOSED) DETAIL A EXISTING BITUMINOUS 2357 BITUMINOUS TACK COAT @ .10 gal/sy (OVERLAY) 2" - 3" TYPE SP 9.5 (2,B) WEARING COURSE MIXTURE (SPWEA240B) EXISTING BITUMINOUS 2357 BITUMINOUS TACK COAT @ .10 gal/sy (OVERLAY) 2" - 3" TYPE SP 9.5 (2,B) WEARING COURSE MIXTURE (SPWEA240B) > SHOULDER 2’ MIN AGGREGATE LANE WIDTH VARIES LANE WIDTH VARIES SHOULDER 2’ MIN AGGREGATE (NOT TO SCALE) (NOT TO SCALE) > LANE WIDTH VARIES LANE WIDTH VARIES SEE DETAIL B CURB EXISTING CONCRETE CURB EXISTING CONCRETE 8’8’ 8’ 2.5% (PROPOSED) 8’ 2 8’ IN WIDTH 2" DEEP EDGE MILL 8’ IN WIDTH 2" DEEP EDGE MILL (EXISTING CROSS SLOPE IS APPROXIMATELY 2.00%) 8’ IN WIDTH AND RE PAVE TO CREATE A 2.5% CROSS SLOPE. 1. THE CONTRACTOR SHALL EDGE MILL TO A DEPTH OF 2" AND NOTES: (EXISTING CROSS SLOPE IS APPROXIMATELY 2.00%) 8’ IN WIDTH AND RE PAVE TO CREATE A 2.5% CROSS SLOPE. 1. THE CONTRACTOR SHALL EDGE MILL TO A DEPTH OF 2" AND NOTES: DETAIL B SEE DETAIL A BITUMINOUS ROADWAY SECTION (PROPOSED) BITUMINOUS ROADWAY SECTION (PROPOSED) RIGHT OF WAY WIDTH VARIES RIGHT OF WAY WIDTH VARIES REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER KAK NNP JMS 4/27/15 45782K:\ 0 1 4 5 9 -9 9 0 \ Ca d\ Pla n \ t yp ic a l- 01 .d g n 5 / 13 / 20 1 5 2 :3 4 :24 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... Shorewood, Minnesota James L. Stremel, PE WSB Project 01459-990 and Appurtenant Work for the City of Improvement Project 2015 Mill and Overlay NNP 7 OF SHEET Construction Notes and Standard Plates UTILITY NOTES CONSTRUCTION NOTES UTILITY CONTACTS THE FOLLOWING LIST SHOWS THE CONTACT PERSON AT THE UTILITY COMPANIES INVOLVED IN THIS PROJECT EROSION CONTROL NOTES pat.lynch@arvig.com (320) 256-0271 Pat Lynch ARVIG poehme@ci.chanhassen.mn.us (952) 227-1169 Paul Oehme CITY OF CHANHASSEN (612) 919-0336 Chris Thompson MEDIACOMM traci.n.carlson@xcelenergy.com Traci Carlson XCEL dean.nicholas@centerpointenergy.com (612) 321-5561 Dean Nicholas CENTERPOINT ENERGY mdahle@access-com.net (763) 545-9998 Mike Dahle ACCESS COMMUNICATIONS lbrown@shorewoodpw.com (952) 960-7913 Larry Brown CITY OF SHOREWOOD Michael.Spieker@centurylink.com (612) 381-2599 Michael Spieker CENTURY LINK EQUAL IN ROADWAY AND NEENAH R-4342 APPROVED EQUAL OUTSIDE OF ROADWAY). U4. CATCH BASIN TOP OF CASTINGS ARE DEPRESSED .17’. (NEENAH R-3067-V OR APPROVED THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. STORM SEWER SYSTEM. ALL MATERIALS, LABOR, AND EQUIPMENT NECESSARY TO COMPLETE U3. THE CONTRACTOR SHALL STAGE CONSTRUCTION TO MAINTAIN DISCHARGE FROM EXISTING ADJUSTED TO MATCH THE FINISH GRADE. U2. ALL EXISTING GATE VALVE BOXES WITHIN THE GRADING AND ROADWAY AREA ARE TO BE WHERE INDICATED NEW CASTING ASSEMBLIES WILL BE PAID FOR SEPARATELY. REPLACEMENT OF ALL ADJUSTING RINGS AND GEOTEXTILE WRAP NEW RINGS. INCLUDE THE SALVAGE AND REMOVAL OF THE EXISTING CASTING, THE COMPLETE TO BE ADJUSTED TO MATCH THE FINISH GRADE. ADJUST CASTING SHALL U1. ALL SEWER MANHOLE CASTINGS WITHIN THE GRADING AND ROADWAY AREA ARE RESPONSIBILITY TO VERIFY EXACT LOCATIONS AND ELEVATIONS. SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTORS CONSTRUCTION AT NO ADDITIONAL COMPENSATION. EXISTING UTILITIES C9. THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING AND AS AMENDED BY THE SPECIAL PROVISIONS. AS SET IN MN/DOT SPECIFICATIONS 1717, 1803, 2101, 2105, 2573, AND 2575, CONSTRUCTION IN A MANNER THAT WILL CONTROL EROSION. MAINTAIN EROSION CONTROL THIS DOES NOT HOWEVER RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO CONDUCT C8. TEMPORARY EROSION CONTROL DEVICES HAVE NOT BEEN SHOWN ON THE PLANS. A BID ITEM HAS BEEN PROVIDED IN THE PROPOSAL FORM. INCIDENTAL TO THE ITEM WHICH REQUIRES THE REMOVAL AND/OR RELOCATION, UNLESS WITHIN THE PROJECT LIMITS WITH THE APPROPRIATE OWNERS. THIS WORK SHALL BE MISCELLANEOUS STRUCTURES SUCH AS PRIVATE SIGNS, GARBAGE PICK UPS, ETC. C7. THE CONTRACTOR SHALL COORDINATE THE REMOVAL AND REINSTALLATION OF ALL NO DIRECT PAYMENT SHALL BE MADE. C6. WHENEVER THE WORD "INCIDENTAL" IS USED IN THIS PLAN, IT SHALL MEAN THAT WITH MN/DOT SPECIFICATION 2357. THE ASPHALT EMULSION MAY BE FURTHER DILUTED IN THE FIELD IN ACCORDANCE UNDILUTED EMULSIONS (AS SUPPLIED FROM THE REFINERY) OR MC RC LIQUID ASPHALTS. LAYERS AND AT THE FACE OF CURB & GUTTER. THE APPLICATION RATE IS FOR SHALL BE APPLIED AT A UNIFORM RATE OF 0.05 GAL/SQ YD BETWEEN BITUMINOUS BITUMINOUS MIXTURES ON EXISTING PAVEMENT. THE BITUMINOUS TACK COAT MATERIAL C5. USE TACK COAT BETWEEN ALL BITUMINOUS LAYERS AND PRIOR TO PLACING ANY IN ACCORDANCE WITH MN/DOT SPECIFICATION 2104.3C3. PROPERTY OF THE CONTRACT0R AND SHALL BE DISPOSED OUTSIDE OF THE RIGHT OF WAY C4. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE IN ACCORDANCE WITH ALL OSHA REQUIREMENTS. C3. ALL CONSTRUCTION AS CALLED FOR IN THESE CONTRACT DOCUMENTS SHALL BE PERFORMED NECESSARY TO AVOID DAMAGE THERETO. CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN DETERMINATION AS MAY BE PRIVATE UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL-INCLUSIVE. THE C2. THE INFORMATION SHOWN ON THESE PLANS CONCERNING TYPE AND LOCATION OF AREA AS IDENTIFIED IN THE PLANS. REVIEW AND APPROVAL. THE CONTRACTOR SHALL CONTAIN OPERATIONS TO THE STAGING C1. THE CONTRACTOR SHALL DEVELOP AND SUBMIT A STAGING PLAN TO THE ENGINEER FOR 3 EROSION CONTROL MEASURES TO BE USED. E13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER FOR STAGING OF TEMPORARY AT THE CONTRACTOR’S EXPENSE, PER SWPPP. E12. MULTIPLE STREET SWEEPINGS MAY BE AUTHORIZED AT THE DISCRETION OF THE ENGINEER E11. FINAL STABILIZATION MUST BE IMPLEMENTED WITHIN 14 DAYS OF PAVING. THERE IS EXPOSED SOIL UP GRADIENT OF THE STREET. E10. SEDIMENT CONTROLS ARE REQUIRED ALONG THE BACK OF CURB AT ALL TIMES WHEN DIRECTED BY THE ENGINEER. E9. ALL AREAS TEMPORARILY DISTURBED WILL BE SODDED WITHIN 72 HOURS OR AS DEVICES FOR STOCKPILES. E8. THE CONTRACTOR SHALL PROVIDE APPROPRIATE EROSION AND SEDIMENT CONTROL OFTEN TO ENSURE PUBLIC SAFETY. AT ALL TIMES. ANY SEDIMENT OR DEBRIS SHALL BE REMOVED WITHIN 24 HOURS OR AS E7. ALL STREETS IN AND ADJACENT TO THE PROJECT SHALL REMAIN CLEAN AND PASSABLE ESTABLISHMENT WHENEVER POSSIBLE. E6. STABILIZATION OF DISTURBED AREAS SHALL BE DONE BY PERMANENT TURF BEST MANAGEMENT PRACTICES MANUAL, SWPPP AND MINNESOTA STORM WATER MANUAL. E5. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED ACCORDING TO THE MPCA AS SHOWN UNTIL ALL DISTURBED SURFACES ARE RESTORED. INFILTRATION OF SILT DURING CONSTRUCTION BY APPROVED INLET PROTECTION E4. ALL EXISTING AND NEW STORM SEWER STRUCTURES SHALL BE PROTECTED FROM CONSTRUCTION AS DIRECTED BY THE ENGINEER. E3. ADDITIONAL SEDIMENT CONTROLS MAY BE ADDED DURING ANY PHASE OF ANY PHASE OF CONSTRUCTION BEGINS. E2. EROSION CONTROL MUST BE IN PLACE AND APPROVED BY THE ENGINEER BEFORE E1. FURNISH AND INSTALL SEDIMENT CONTROLS AS APPROVED BY THE ENGINEER. FEDERAL THE BY APPROVED PLATES, STANDARD FOLLOWINGTHE PROJECT THIS ON APPLY SHALL ADMINISTRATION,HIGHWAY PLATES STANDARD MNDOT PLATE No.DESCRIPTION 4026A RINGS ADJUSTING CONCRETE ENCASEDCONCRETE 4101D BASIN CATCH OR MANHOLE FOR CASTINGRING 4108F MANHOLES AND BASINS CATCH FOR RINGSADJUSTING 4110F 716AND 715 NO. CASTING AREAS) TRAFFIC ALL IN USE (FOR MANHOLE FOR CASTINGCOVER 7020K SHEETS) BR)(2 DESIGN AND DR DESIGN S, DESIGN V, DESIGN B, (DESIGN CURBCONCRETE 7065C CURBBITUMINOUS 7111J GUTTER) AND CURB (CONCRETE CASTINGS BASIN CATCH OFINSTALLATION REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER KAK NNP JMS 4/27/15 45782K:\ 0 1 4 5 9 -9 9 0 \ Ca d\ Pla n \ c s n .d g n 5 / 13 / 20 1 5 2 :3 4 :29 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... Shorewood, Minnesota James L. Stremel, PE WSB Project 01459-990 and Appurtenant Work for the City of Improvement Project 2015 Mill and Overlay NNP 7 OF SHEET REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER KAK NNP JMS 4/27/15 45782K:\ 0 1 4 5 9 -9 9 0 \ Ca d\ Pla n \ d e t ail -0 1 _ q t y - t a b .d g n 5 / 13 / 20 1 5 2 :4 7 :51 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... Shorewood, Minnesota James L. Stremel, PE WSB Project 01459-990 and Appurtenant Work for the City of Improvement Project 2015 Mill and Overlay NNP 7 OF SHEET Catch Basin Insert Inlet Protection FLOW FLOW 4 Matching Bituminous Curb Concrete Curb & Gutter MATCH BITUMINOUS CURB MATCH BITUMINOUS CURB 5’ Statement of Estimated Quantities Miscellaneous Details QUANTITIES ESTIMATED OFSTATEMENT PROJECT TOTAL Number Item Description Notes Unit QuantityEstimated BIDBASE 2021.501 MOBILIZATION LS 1 2104.501 CURB BITUMINOUSREMOVE FL 130 2104.505 PAVEMENT DRIVEWAY BITUMINOUSREMOVE YS 100 2104.509 CASTINGREMOVE EACH 2 2104.601 GUTTER & CURB CONCRETE REPLACE &REMOVE FL 400 2123.610 BROOM) PICKUP (WITH SWEEPERSTREET HOUR 10 2232.501 SURFACE BITUMINOUSMILL YS 8000 2331.601 PAVEMENT DRIVEWAYBITUMINOUS YS 100 2357.502 COAT TACK FOR MATERIALBITUMINOUS GAL 1250 2360.501 (2,B) MIX COURSE WEARING 9.5 SPTYPE TON 2000 2503.602 (EXTERNAL) SEALSCHIMNEY EACH 16 2504.602 VALVE GATEADJUST EACH 3 2506.516 ASSEMBLYCASTING EACH 2 2506.522 CASTING RING & FRAMEADJUST EACH 4 2506.522 (SPECIAL) CASTING RING & FRAMEADJUST EACH 12 2506.522 (STORM) CASTING RING & FRAMEADJUST EACH 7 2534.501 B618 DESIGN GUTTER & CURBCONCRETE FL 80 2535.501 CURBBITUMINOUS FL 50 2557.602 FENCE DOGREPAIR EACH 5 2563.601 CONTROLTRAFFIC LS 1 2573.530 PROTECTION INLET DRAINSTORM EACH 8 2575.505 FERT.) & TOPSOIL (INCL. LAWN TYPESODDING, YS 120 McKINLEY CIR VINE HILL RD McKINLE Y CT McKINLE Y PL C HES TNU T CT N EA R M OU N TA IN B LVD SI L VE R L AK E TR S S S S S S S S CB CB CB CB REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER KAK NNP JMS 4/27/15 45782K:\ 0 1 4 5 9 -9 9 0 \ Ca d\ Pla n \ p lan - 0 1 .d g n 5 / 13 / 20 1 5 2 :3 5 :52 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... Shorewood, Minnesota James L. Stremel, PE WSB Project 01459-990 and Appurtenant Work for the City of Improvement Project 2015 Mill and Overlay NNP 7 OF SHEET Construction Plan 0 60 120 GV 3 3 2 2 2 2 2 2 LEGEND: GV 1 2 3 ADJUST FRAME AND RING CASTING ADJUST FRAME AND RING CASTING (SPECIAL) 5 MAINTENANCE GARAGE. 7. BITUMINOUS MILLNGS MATERIAL TO BE DELIVERED TO CITY WHEN ADJUSTMENT HEIGHT EXCEEDS 12". 6. ADJUS FRAME AND RING CASTING (SPECIAL) SHALL BE USED CURB AND GUTTER REPLACEMENT. 5. TURF TO BE REPLACED WITH SOD WHERE DISTURBED BY TO BE MARKED IN THE FIELD BY THE ENGINEER. 4. CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT ENGINEER 3. REMOVAL LIMITS TO BE DETERMINED IN THE FIELD BY THE 2. EDGE MILL TO MATCH PAVEMENTS (INCIDENTAL). 1. PROTECT ALL EXISTING UTILITIES, LANDSCAPING, AND CURB. NOTES: ADJUST GATE VALVE BOX (INCIDENTAL) LOCATE GATE VALVE IN FIELD (INCIDENTAL) LOCATE GATE VALVE IN FIELD 24’ FACE TO FACE 24’ FACE TO FACE ADJUST FRAME AND RING CASTING (STORM) GVGV S S S S S CB S S S O A K V IE W C O U R T EXCELSIOR BOULEVARD CHASKA ROAD SUMMIT AVENUE MURR AY HILL ROA D MAYFLOWER ROAD GA LPIN LAKE ROA D S CB CB CB CB CB CB S REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER KAK NNP JMS 4/27/15 45782K:\ 0 1 4 5 9 -9 9 0 \ Ca d\ Pla n \ p lan - 0 2 .d g n 5 / 13 / 20 1 5 2 :3 7 :14 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... Shorewood, Minnesota James L. Stremel, PE WSB Project 01459-990 and Appurtenant Work for the City of Improvement Project 2015 Mill and Overlay NNP 7 OF SHEET Construction Plan 0 60 120 1 2 2 2 1 1 ADJUST FRAME AND RING CASTING ADJUST FRAME AND RING CASTING (SPECIAL)2 3 3 3 3 3 3 LEGEND: 2 6 24’ EDGE TO EDGE 24’ EDGE TO EDGE 24’ EDGE TO EDGE MAINTENANCE GARAGE. 7. BITUMINOUS MILLNGS MATERIAL TO BE DELIVERED TO CITY WHEN ADJUSTMENT HEIGHT EXCEEDS 12". 6. ADJUS FRAME AND RING CASTING (SPECIAL) SHALL BE USED CURB AND GUTTER REPLACEMENT. 5. TURF TO BE REPLACED WITH SOD WHERE DISTURBED BY TO BE MARKED IN THE FIELD BY THE ENGINEER. 4. CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT ENGINEER 3. REMOVAL LIMITS TO BE DETERMINED IN THE FIELD BY THE 2. EDGE MILL TO MATCH PAVEMENTS (INCIDENTAL). 1. PROTECT ALL EXISTING UTILITIES, LANDSCAPING, AND CURB. NOTES: 20’ EDGE TO EDGE (INCIDENTAL) LOCATE MANHOLE IN FIELD INSTALL 13 LF CONCRETE CURB & GUTTER (B618) REMOVE 13 LF BITUMINOUS CURB INSTALL 13 LF CONCRETE CURB & GUTTER (B618) REMOVE 13 LF BITUMINOUS CURB INSTALL 13 LF CONCRETE CURB & GUTTER (B618) REMOVE 13 LF BITUMINOUS CURB INSTALL 13 LF CONCRETE CURB & GUTTER (B618) REMOVE 13 LF BITUMINOUS CURB INSTALL 25 LF CONCRETE CURB & GUTTER (B618) REMOVE 25 LF BITUMINOUS CURB 1 ADJUST FRAME AND RING CASTING (STORM) S S SEXCELSIOR BOULEVARD CHA SKA ROA D GALPIN LANE G A LP IN LAK E R O A D S REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER KAK NNP JMS 4/27/15 45782K:\ 0 1 4 5 9 -9 9 0 \ Ca d\ Pla n \ p lan - 0 3 .d g n 5 / 13 / 20 1 5 2 :3 8 :24 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... Shorewood, Minnesota James L. Stremel, PE WSB Project 01459-990 and Appurtenant Work for the City of Improvement Project 2015 Mill and Overlay NNP 7 OF SHEET Construction Plan 0 60 120 2 1 2 LEGEND: ADJUST FRAME AND RING CASTING ADJUST FRAME AND RING CASTING (SPECIAL)2 1 7 MAINTENANCE GARAGE. 7. BITUMINOUS MILLNGS MATERIAL TO BE DELIVERED TO CITY WHEN ADJUSTMENT HEIGHT EXCEEDS 12". 6. ADJUS FRAME AND RING CASTING (SPECIAL) SHALL BE USED CURB AND GUTTER REPLACEMENT. 5. TURF TO BE REPLACED WITH SOD WHERE DISTURBED BY TO BE MARKED IN THE FIELD BY THE ENGINEER. 4. CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT ENGINEER 3. REMOVAL LIMITS TO BE DETERMINED IN THE FIELD BY THE 2. EDGE MILL TO MATCH PAVEMENTS (INCIDENTAL). 1. PROTECT ALL EXISTING UTILITIES, LANDSCAPING, AND CURB. NOTES: 24’ EDGE TO EDGE