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2014-08-25_2014_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 SUMMERVILLE 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 IDLE 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 KN IGHT 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 EW GREEN WOOD CIR.QUEENS CIR.WEEKSRD. BYRON CI R. ST . VINEST.M E A D VILL 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 K EGROVEST. 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 AV E. 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.D UCK 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 OO D 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. WEL SL 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. LE ANDERCIR. 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 AV E. 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 TWATE R 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. ENGL 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 STAG 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 BL E 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 CO N ISTRATFORD 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 VIEW WAY SMITHTOWN MARSH POINTEPOINTE DR. CT.CIR. POINTEMARSH MARSH COUN TRY 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 THC KAK THC PTH 08/25/14 23359K:\ 0 1 4 5 9 -9 3 0 \ Ca d\ Pla n \ t i t l e .d g n 9 / 15 / 20 1 4 10 :36 :12 AM DATE: Paul Hornby engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 12 OF SHEET Shorewood, Minnesota and Appurtenant Work for the City of Improvement Project 2014 Mill and Overlay WSB Project 01459-930 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 12THIS PLAN CONTAINS SHEETS. TRAFFIC CONTROL ZONE LAYOUTS, 2012 EDITION. DATED JULY 2012, INCLUDING THE FIELD MANUAL FOR TEMPORARY TO THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM IN THE PROJECT MANUAL. STORM SEWER INSTALLATION" REFERENCED "CEAM" DATED 2013, OR AS MODIFIED UTILITIES SPECIFICATION FOR WATERMAIN SERVICE LINE INSTALLATION AND SPECIAL PROVISIONS, AND ANY AMENDMENTS THERETO AND THE "STANDARD "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN, THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 1 Construction Plan Miscellaneous Details Statement of Estimated Quantities Construction Notes and Standard Plates Typical Sections Title Sheet SHOREWOOD and Appurtenant Work for the City of Improvement Project 2014 Mill and Overlay 6 - 12 5 4 3 2 1 Charleston Circle Club Valley Road Lake Virginia Drive Radison EnteranceTimber Lane McKinley Circle Elbert Point Typical Sections EXISTING GROUND 60’ RIGHT OF WAY EXISTING GROUND 60’ RIGHT OF WAY DETAIL C 2.5% (PROPOSED) 2.5% (PROPOSED)2.5% (PROPOSED) DETAIL B AGGREGATE SHOULDER KAK109/24/2013 THC ADDENDUM NO. 1 SEE DETAIL A SEE DETAIL B BITUMINOUS ROADWAY SECTION DETAIL A EXISTING BITUMINOUS 2357 BITUMINOUS TACK COAT @ .10 gal/sy (OVERLAY) 2" - 3" TYPE SP 9.5 (2,B) WEARING COURSE MIXTURE (SPWEA240B) BITUMINOUS ROADWAY SECTION 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 2 EXISTING AGGREGATE SHOULDER (2" MINIMUM) 2" RECLAIMED AGGREGATE BASE, CLASS 2 (CRUSHED LIMESTONE) (EXISTING CROSS SLOPE 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: 8’ IN WIDTH 2" DEEP EDGE MILL SEE DETAIL A (EXISTING CROSS SLOPE 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: CURB EXISTING CONCRETE CURB EXISTING CONCRETE 8’8’ 8’ 2.5% (PROPOSED) 8’ 8’ IN WIDTH 2" DEEP EDGE MILL 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 THC KAK THC PTH 08/25/14 23359K:\ 0 1 4 5 9 -9 3 0 \ Ca d\ Pla n \ t yp ic a l- 01 .d g n 9 / 15 / 20 1 4 10 :36 :16 AM DATE: Paul Hornby engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 12 OF SHEET Shorewood, Minnesota and Appurtenant Work for the City of Improvement Project 2014 Mill and Overlay WSB Project 01459-930 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 3 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 1 08/13/14 THC KAK ADDENDUM NO. 2 2 08/15/14 THC KAK ADDENDUM NO. 3 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 HOWEVER RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO CONDUCT BEEN SHOWN ON THE PLANS ALONG WITH PAY ITEMS FOR THEIR USE. THIS DOES NOT C8. TEMPORARY EROSION CONTROL DEVICES AND THEIR SUGGESTED LOCATIONS HAVE 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 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 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 7 DAYS OF FINAL GRADING. 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 PLATE No.DESCRIPTION 4026A RINGS ADJUSTING CONCRETE ENCASEDCONCRETE 4101D BASIN CATCH OR MANHOLE FOR CASTINGRING 4108F MANHOLES AND BASINS CATCH FOR RINGSADJUSTING PLATES STANDARD MNDOT 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 THC KAK THC PTH 08/25/14 23359K:\ 0 1 4 5 9 -9 3 0 \ Ca d\ Pla n \ c s n .d g n 9 / 15 / 20 1 4 10 :36 :18 AM DATE: Paul Hornby engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 12 OF SHEET Shorewood, Minnesota and Appurtenant Work for the City of Improvement Project 2014 Mill and Overlay WSB Project 01459-930 Statement of Estimated Quantities THC ADDENDUM NO. 2 THC2 ADDENDUM NO. 3KAK08/15/14 1 08/13/14 KAK 4 QUANTITIES ESTIMATE OFSTATEMENT PROJECT TOTAL Tab Sheet Number Item Description Notes Unit QuantityEstimated BIDBASE 2021.501 MOBILIZATION SUMLUMP 1 2104.501 CURB CONCRETEREMOVE FTLIN 180 2104.501 CURB BITUMINOUSREMOVE FTLIN 50 2104.509 ASSEMBLY CASTINGREMOVE EACH 3 2123.610 BROOM) (W/PICKUP SWEEPERSTREET HOUR 14 2232.604 (0-2.0") PAVEMENT BITUMINOUS MILLEDGE YDSQ 11000 2357.502 COAT TACK FOR MATERIALBITUMINOUS GALLON 1400 2360.501 (2,B) MIXTURE COURSE WEARING 9.5 SPTYPE TON 3100 2503.602 SEALSCHIMNEY EACH 13 2504.602 VALVE GATEADJUST EACH 1 2506.602 MANHOLERECONSTRUCT EACH 5 2506.516 ASSEMBLYCASTING EACH 3 2506.522 CASTING RING & FRAMEADJUST EACH 13 2531.501 B618 DESIGN GUTTER & CURBCONCRETE FTLIN 150 2535.501 CURBBITUMINOUS FTLIN 50 2563.601 CONTROLTRAFFIC SUMLUMP 1 2573.530 PROTECTION INLET DRAINSTORM EACH 15 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 THC KAK THC PTH 08/25/14 23359K:\ 0 1 4 5 9 -9 3 0 \ Ca d\ Pla n \ q t y - t a b.d g n 9 / 15 / 20 1 4 10 :36 :2 1 AM DATE: Paul Hornby engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 12 OF SHEET Shorewood, Minnesota and Appurtenant Work for the City of Improvement Project 2014 Mill and Overlay WSB Project 01459-930 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 THC KAK THC PTH 08/25/14 23359K:\ 0 1 4 5 9 -9 3 0 \ Ca d\ Pla n \ d e t ail -0 1 .dg n 9 / 15 / 20 1 4 10 :36 :2 4 AM DATE: Paul Hornby engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 12 OF SHEET Shorewood, Minnesota and Appurtenant Work for the City of Improvement Project 2014 Mill and Overlay WSB Project 01459-930 Miscellaneous Details Catch Basin Insert Inlet Protection 5 YELLOWSTONE TR CHA R LE STO N CIR GH LE NCOE RD PARK ST LAK E LINDEN CT S S S S 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 THC KAK THC PTH 08/25/14 23359K:\ 0 1 4 5 9 -9 3 0 \ Ca d\ Pla n \ p lan - 0 1 .d g n 9 / 15 / 20 1 4 10 :36 :3 9 AM DATE: Paul Hornby engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 12 OF SHEET Shorewood, Minnesota and Appurtenant Work for the City of Improvement Project 2014 Mill and Overlay WSB Project 01459-930 BOP Sta = 1+00.0000 PC Sta = 1+54.302 9 PT Sta = 2+15.9036 PC Sta = 6+14.2759 PT Sta = 6+77.1113 PI Sta = 7+67.9142 EOP Sta = 8+30.0499 2+00 3 +00 4 +00 5+00 6+00 7+ 0 0 8 + 0 0 Construction Plan 6 0 60 120 LEGEND: MH GV ADJUST GATE VALVE ADJUST MANHOLE CASTING INLET PROTECTION DRIVEWAYS. 4. 3’ PAVED BUMP OUTS AT MAILBOXES AND NON PAVED 3. EDGE MILL TO MATCH PAVEMENTS (INCIDENTAL). 2. PROTECT ALL EXISTING UTILITIES, LANDSCAPING, AND CURB. (SEE SHEET 6 FOR TYPICAL SECTION). ENTIRE WIDTH AND RE PAVE TO CREATE A 2.5% CROSS SLOPE. THE CONTRACTOR SHALL MILL TO A DEPTH OF 2" ACROSS THE 1. EXISTING ROADWAY CONSISTS OF 4" BITUMINOUS 33’ IN WIDTH. NOTES: MH MH MH YELLOW STONE TR T E E T R CLUB VALL E Y RD W OOD DR RAMPART CT S S S S S D 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 THC KAK THC PTH 08/25/14 23359K:\ 0 1 4 5 9 -9 3 0 \ Ca d\ Pla n \ p lan - 0 2 .d g n 9 / 15 / 20 1 4 10 :36 :5 1 AM DATE: Paul Hornby engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 12 OF SHEET Shorewood, Minnesota and Appurtenant Work for the City of Improvement Project 2014 Mill and Overlay WSB Project 01459-930 BOP Sta = 10 +00. 0000 PC Sta = 11+81 .8998 PT Sta = 13+17.9183 EOP Sta = 17+43.3006 11+00 12+00 1 3 + 00 14 +00 15 +00 16 +00 17 +00 7 Construction Plan 0 60 120 LEGEND: ADJUST GATE VALVE ADJUST MANHOLE CASTING INLET PROTECTION DRIVEWAYS. 4. 3’ PAVED BUMP OUTS AT MAILBOXES AND NON PAVED 3. EDGE MILL TO MATCH PAVEMENTS (INCIDENTAL). 2. PROTECT ALL EXISTING UTILITIES, LANDSCAPING, AND CURB. (SEE SHEET 6 FOR TYPICAL SECTION). ENTIRE WIDTH AND RE PAVE TO CREATE A 2.5% CROSS SLOPE. THE CONTRACTOR SHALL MILL TO A DEPTH OF 2" ACROSS THE 1. EXISTING ROADWAY CONSISTS OF 4" BITUMINOUS 33’ IN WIDTH. NOTES: MH RECONSTRUCT MANHOLE NEW CASTING ASSEMBLY GV MH S MI TH T O W N R D BL U E R I D G E L A LAKE VIRGINIA DR MAP LE R I D G E LA CB CB DD S S S 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 THC KAK THC PTH 08/25/14 23359K:\ 0 1 4 5 9 -9 3 0 \ Ca d\ Pla n \ p lan - 0 3 .d g n 9 / 15 / 20 1 4 10 :37 :0 7 AM DATE: Paul Hornby engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 12 OF SHEET Shorewood, Minnesota and Appurtenant Work for the City of Improvement Project 2014 Mill and Overlay WSB Project 01459-930 B OP St a = 2 0 + 0 0. 0 0 0 0 P C St a = 2 0 + 8 1 . 4 0 8 1 PT St a = 22 +31 . 15 7 4 PC Sta = 26 +1 4.775 0 PT Sta = 27 +66.289 7 P C Sta = 28 +81.6029 PT Sta = 30+78.0688 P C Sta = 34 +17.8974 P T St a = 35 +7 8 . 04 0 8 EOP St a = 3 7 +0 4 . 5 04 5 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 2 9+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 8 Construction Plan 0 60 120 LEGEND: ADJUST GATE VALVE ADJUST MANHOLE CASTING INLET PROTECTION DRIVEWAYS. 4. 3’ PAVED BUMP OUTS AT MAILBOXES AND NON PAVED 3. EDGE MILL TO MATCH PAVEMENTS (INCIDENTAL). 2. PROTECT ALL EXISTING UTILITIES, LANDSCAPING, AND CURB. (SEE SHEET 6 FOR TYPICAL SECTION). ENTIRE WIDTH AND RE PAVE TO CREATE A 2.5% CROSS SLOPE. THE CONTRACTOR SHALL MILL TO A DEPTH OF 2" ACROSS THE 1. EXISTING ROADWAY CONSISTS OF 4" BITUMINOUS 33’ IN WIDTH. NOTES: MH MH MH GV MH NEW CASTING ASSEMBLY NEW CASTING ASSEMBLY RECONSTRUCT MANHOLE RADISSON RD RADISSON RD SHORE RD RAD IS S ON ENTRAN CE TRUNK HIGHWAY 7 S S 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 THC KAK THC PTH 08/25/14 23359K:\ 0 1 4 5 9 -9 3 0 \ Ca d\ Pla n \ p lan - 0 4 .d g n 9 / 15 / 20 1 4 10 :37 :20 AM DATE: Paul Hornby engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 12 OF SHEET Shorewood, Minnesota and Appurtenant Work for the City of Improvement Project 2014 Mill and Overlay WSB Project 01459-930 BOP Sta = 40+00.00 0 0 PC Sta = 40 +82 .709 0 PCC Sta = 44+44.0091 PT Sta = 45+10.2508 PC Sta = 47+07.7151 PT Sta = 47+27.0084 EOP Sta = 48+34.7996 41 +00 42+00 43+00 4 4 +0 0 45 +00 46+00 47 +00 48 +00 9 Construction Plan 0 60 120 LEGEND: ADJUST GATE VALVE ADJUST MANHOLE CASTING INLET PROTECTION DRIVEWAYS. 4. 3’ PAVED BUMP OUTS AT MAILBOXES AND NON PAVED 3. EDGE MILL TO MATCH PAVEMENTS (INCIDENTAL). 2. PROTECT ALL EXISTING UTILITIES, LANDSCAPING, AND CURB. (SEE SHEET 6 FOR TYPICAL SECTION). ENTIRE WIDTH AND RE PAVE TO CREATE A 2.5% CROSS SLOPE. THE CONTRACTOR SHALL MILL TO A DEPTH OF 2" ACROSS THE 1. EXISTING ROADWAY CONSISTS OF 4" BITUMINOUS 33’ IN WIDTH. NOTES: MH MH GV MH SSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS RECONSTRUCT MANHOLE TIMBER LA TIMBER LA LAWTON K A DR HENN EPIN COU N TY REGION A L RAIL AU THO RITY S MITHTO WN R D CB CB CB S S S S S S SS 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 THC KAK THC PTH 08/25/14 23359K:\ 0 1 4 5 9 -9 3 0 \ Ca d\ Pla n \ p lan - 0 5 .d g n 9 / 15 / 20 1 4 10 :37 :33 AM DATE: Paul Hornby engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 12 OF SHEET Shorewood, Minnesota and Appurtenant Work for the City of Improvement Project 2014 Mill and Overlay WSB Project 01459-930 BOP St a = 5 0+00. 00 0 0 PI S t a = 52 +99 . 97 20 PC Sta = 55 +30 . 92 04 PT Sta = 56+01.7257 PC Sta = 59+04.9635 PCC Sta = 62+26.2993 PCC Sta = 64+96.739 5 EOP Sta = 68+32.2986 51+00 52+00 53+00 54+00 55+00 56+00 57 +00 58 +00 59 +00 60+00 61+00 62 +00 63+00 64 +00 65+00 66+00 67+00 68+00 10 Construction Plan 0 60 120 LEGEND: ADJUST GATE VALVE ADJUST MANHOLE CASTING INLET PROTECTION DRIVEWAYS. 4. 3’ PAVED BUMP OUTS AT MAILBOXES AND NON PAVED 3. EDGE MILL TO MATCH PAVEMENTS (INCIDENTAL). 2. PROTECT ALL EXISTING UTILITIES, LANDSCAPING, AND CURB. (SEE SHEET 6 FOR TYPICAL SECTION). ENTIRE WIDTH AND RE PAVE TO CREATE A 2.5% CROSS SLOPE. THE CONTRACTOR SHALL MILL TO A DEPTH OF 2" ACROSS THE 1. EXISTING ROADWAY CONSISTS OF 4" BITUMINOUS 33’ IN WIDTH. NOTES: MHMHGVGVGV GV MH RECONSTRUCT MANHOLE McKINLE Y CIR VINE HILL RD McKINLE Y C T McKINLE Y P L CHESTNU T CT N EA R M OUN TA IN B LVD SILVE R LAK E T R S S 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 THC KAK THC PTH 08/25/14 23359K:\ 0 1 4 5 9 -9 3 0 \ Ca d\ Pla n \ p lan - 0 6 .d g n 9 / 15 / 20 1 4 10 :37 :45 AM DATE: Paul Hornby engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 12 OF SHEET Shorewood, Minnesota and Appurtenant Work for the City of Improvement Project 2014 Mill and Overlay WSB Project 01459-930 BOP Sta = 70+00.0000 PC Sta = 71+18.8058 PT Sta = 72+06.8463 EOP Sta = 73+14.8070 71 +00 72 +00 73+00 11 Construction Plan 0 60 120 LEGEND: ADJUST GATE VALVE ADJUST MANHOLE CASTING INLET PROTECTION DRIVEWAYS. 4. 3’ PAVED BUMP OUTS AT MAILBOXES AND NON PAVED 3. EDGE MILL TO MATCH PAVEMENTS (INCIDENTAL). 2. PROTECT ALL EXISTING UTILITIES, LANDSCAPING, AND CURB. (SEE SHEET 6 FOR TYPICAL SECTION). ENTIRE WIDTH AND RE PAVE TO CREATE A 2.5% CROSS SLOPE. THE CONTRACTOR SHALL MILL TO A DEPTH OF 2" ACROSS THE 1. EXISTING ROADWAY CONSISTS OF 4" BITUMINOUS 33’ IN WIDTH. NOTES: MH GV MH RECONSTRUCT MANHOLE NEAR MOUNTAIN BLVD W HIT NE Y CIR McKINLE Y PL VINE HILL RD E L B E R T P T SWEE T WATE R CUR CB CB CB S S S 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 THC KAK THC PTH 08/25/14 23359K:\ 0 1 4 5 9 -9 3 0 \ Ca d\ Pla n \ p lan - 0 7 .d g n 9 / 15 / 20 1 4 10 :37 :58 AM DATE: Paul Hornby engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 12 OF SHEET Shorewood, Minnesota and Appurtenant Work for the City of Improvement Project 2014 Mill and Overlay WSB Project 01459-930 BOP Sta = 80+00.00 PC Sta = 81+79.78 PT Sta = 83 +74 .61 EOP Sta = 84 +35.48 8 1 + 0 0 8 2 +00 83 +00 84+00 12 Construction Plan 0 60 120 LEGEND: ADJUST GATE VALVE ADJUST MANHOLE CASTING INLET PROTECTION DRIVEWAYS. 4. 3’ PAVED BUMP OUTS AT MAILBOXES AND NON PAVED 3. EDGE MILL TO MATCH PAVEMENTS (INCIDENTAL). 2. PROTECT ALL EXISTING UTILITIES, LANDSCAPING, AND CURB. (SEE SHEET 6 FOR TYPICAL SECTION). ENTIRE WIDTH AND RE PAVE TO CREATE A 2.5% CROSS SLOPE. THE CONTRACTOR SHALL MILL TO A DEPTH OF 2" ACROSS THE 1. EXISTING ROADWAY CONSISTS OF 4" BITUMINOUS 33’ IN WIDTH. NOTES: MH MH MH GV MH