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2015-07-13_SMITHTOWN_TRAIL_EASTREVISIONSNO.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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ t i t l e .d g n 8 / 6 / 20 1 5 2 :11:3 6 PM DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 MAP LE ST . W. E G GEOR AVE. GLE N CO AVE.MON PARK ST. G L E NC O E R D. RD. WOO D D U C K C I R . GILLETTE CLOVER LA. DERLE TR. M CLAIN TI M BER M I N NET O N K A DR. Lake Linden Mary L A K E DR. R I V IE RA L A. ECHO RD. SHO R LA.LA. Gideon Bay P E N S T.LAKEVIEW CRABAPPLE LA.BIRC H BLUFF L I L A H L A . WOO DLAWN AVE. M O U N D A V E. AVE.AMLEE RD. MA N IT OU LA. GLEN RD. S T A R L A . M A L L A R D T E A L L A.L A. C LUB L A . M A N I T O U MA N I T O U R D. WOO D L A N E S T . B AY S T . C O U N T R Y CL U B RD. T E E T R. C LUB VA LL E Y RD. YELLOWSTONE TR. S E A MA N S DR . E U R E KA WA Y LE E CI R. RD.BLUFF ORCHARD CIR. V I E W SUNNY VALESY LV A N LA. W IL DR. LA. LA. MEADO W L A. SMITHTOWN LA. D ROSE GEDI OAK R CIR. DG E RD. BARBER R YCIR.D R.L A . AV E. V E. AVE.CHASKA MANN LA. City Hall E U RE KA R D . CHA RLE S TON CI R . Island Island Duck Frog RD. 19 19 7 7 LI N D EN 35. ELM ST. 39. ELM PL. 40. 40. LAFAYETTE ST. AVE. PEACH CIR. HA R D ING L A . AKNO LAW T D R. WILTSEY LA. MANORRD.N. WAS LA. ORCHARD WOOD DR.RA MPART CT. RIDGE POINT CIR. E U RE KA M A P L E L E A F C I R . OAKS OAK LEAF BUR LWOOD S T R AWBE R R Y LA. BERRY S P R U C E H I L L C T . 36. MINNETONKA BLVD. 37. AREY LA. 38. LINDEN ST. L A . MARY LAKE TR.VIEW WAY S MI T H T OWN STAR CIR. RD. AV E. C HR I S T O P HE R R D . ACAD ROE LAKE S MI T H T O W N CI R. CT. P L E A S A N T A V E. 41. FLORENCE DR. 41. 4 1 . PARK LA.P O N D VIEW DR. OR I O L E AV E. CURVE D R . SHOR NT SA P LE A E. UPHRRT NO AVE. OR C H RD. WAS EC A MA P L E CT . D R. SMITH TOWN F A I RWA Y HARDING KE L S E Y DR . PLEASANT AVE. L.LIN C T . D N HI GHP OI NTERD.OA K S A M S WA Y R D. L A. P LE AS AN T LA. W. GI D E O N S WOO D E 19 R D. BRENTWOOD SMITH TOWN RD. OD LA.VALLEYWOVA LL E YWOO D CI R . W EDG E W OO D DR. NELSINE ASH TA W BA B O R C H U R C H R D. EWOOD TR. APLE ERRY CREEK ARBOR LA. BIRCH G RAN T R D . LOR E NZ E EL A KE R D . 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 CONSTRUCTION PLAN FOR FROM TOLOCATED ON PROJECT LOCATION COUNTY: METRODISTRICT: APPROVED BYSHEET NO.DATE PLAN REVISIONS DISTRICT STATE AID ENGINEER: REVIEWED FOR COMPLIANCE WITH STATE AID RULES/POLICY DATE DATE DATE APPROVED: CITY OF SHOREWOOD ENGINEER APPROVED FOR STATE AID FUNDING: STATE AID ENGINEER CURB & GUTTER, STORM SEWER, SIDEWALK, BITUMINOUS PAVING, AND APPURTENANT WORK 50THIS PLAN CONTAINS SHEETS. CITY OF SHOREWOOD 1 MINNESOTA DEPARTMENT OF TRANSPORTATION CITY: S.A.P.216-101-005 BASED ON STOPPING SIGHT DISTANCE HEIGHT OF EYE 4.5 HEIGHT OF OBJECT 0.0 TRAIL/WALK DESIGNATION HENNEPIN SHOREWOOD Smithtown Road Eureka Road Manitou Road / Country Club Road R VALUE = BASED ON STOPPING SIGHT DISTANCE FUNCTIONAL CLASSIFICATION NO. OF TRAFFIC LANES NO. OF PARKING LANES TON DESIGN ESALS SHOULDER WIDTH D (DIRECTIONAL DISTR.) = 0 2 2 CITY COLLECTOR 20 4,645 5,110 7.10% 50% DESIGN SPEED 30 MPH HEIGHT OF EYE 3.5 HEIGHT OF OBJECT 0.5 10 ADT (Current Year) 2015 = HADT (Future Year) 2035 = ADT (Future Year) 2035 = 433,000 DESIGN SPEED NOT ACHIEVED AT: N/A Smithtown Road DESIGN DESIGNATION 142313398 TICKET NUMBER: 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 NET LENGTH EXCEPTIONS-LENGTH BRIDGES-LENGTH GROSS LENGTH ft ft ft ft miles miles miles 0.00 miles0.0000.00 0.000 S.A.P. 216-101-005 4,034.3 0.764 0.7644,034.3 Smithtown Road Storm Water Pollution Prevention Plan Pedestrian Curb Ramp Construction Cross Sections Sign Tabulation Signing and Striping Plan Construction Plan Typical Section Erosion Control / Turf Establishment Plan Existing Conditions / Removal Plan Existing Signal Plan Pedestrian Curb Ramp Details Low Point Structure Detail Standard Details General Layout / Directional Surface Drainage Storm Sewer Tabulation Earthwork Tabulation Statement of Estimated Quantities Detour Plan Title Sheet 47 - 50 45 - 46 35 - 44 34 31-33 25 - 30 24 21 - 23 18 - 20 16-17 11-15 10 8-9 7 6 5 3 - 4 2 1 HENNEPIN COUNTY (CITY OF SHOREWOOD) CARVER COUNTY (CITY OF CHANHASSEN) BEGIN S.A.P. 216-101-005 END S.A.P. 216-101-005 STA 50+57.5 SMITHTOWN ROAD STA. 10+23.2 SMITHTOWN ROAD Construction Notes and Standard Plates UTILITY NOTESCONSTRUCTION NOTES CONSTRUCTION NOTES UTILITY CONTACTS THE FOLLOWING LIST SHOWS THE CONTACT PERSON AT THE UTILITY COMPANIES INVOLVED IN THIS PROJECT 2 EROSION CONTROL NOTES FEDERAL THE BY APPROVED PLATES, STANDARD FOLLOWINGTHE PROJECT THIS ON APPLY SHALL ADMINISTRATION,HIGHWAY PLATES STANDARD MNDOT PLATE No.DESCRIPTION 3000L SHEETS) (5 PIPE CONCRETEREINFORCED 3006G SHEETS) (2 PIPE R.C. FOR JOINTGASKET 3007E STRUCTURES DRAINAGE PRECAST FOR REINFORCEMENTSHEAR 4006L H AND G DESIGNS - PRECAST BASIN CATCH ORMANHOLE 4007C MANHOLE SEWER JOINT MECHANICALPRECAST 4010H CONCRETE) (SECTIONAL RING ADJUSTING & CONE SHORTCONCRETE 4011E BASE CONCRETEPRECAST 4020J SHEETS) (2 LOADS) TRAFFIC WITHOUT OR WITH USE (FOR BASIN CATCH ORMANHOLE 4022A OPENING) ft. 2 X ft. (3 COVER BASIN CATCH ORMANHOLE 4024A SD DESIGN - BASIN CATCH DEPTH SHALLOW PRECAST DIA.48" 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 4143E 731 NO. CASTING - DRAINS) (MEDIAN FRAME CONCRETE & GRATESTOOL 4180J STEP BASIN CATCH ORMANHOLE 7038A DOMES TRUNCATED SURFACE WARNINGDETECTABLE 7100H V) DESIGN and B (DESIGN GUTTER AND CURBCONCRETE 7111J GUTTER) AND CURB (CONCRETE CASTINGS BASIN CATCH OFINSTALLATION NOT BE SHOWN ON THESE PLANS. ENGINEER PRIOR TO START OF REMOVAL / SALVAGE WORK, AND MAY C22. THE LIMITS OF DRIVEWAY REMOVAL SHALL BE DETERMINED BY THE RESPONSIBILITY TO VERIFY EXACT LOCATIONS AND ELEVATIONS. SHOWN ON THESE PLANS ARE APPROXIMATE IT IS THE CONTRACTORS CONSTRUCTION AT NO ADDITIONAL COMPENSATION. EXISTING UTILITIES C21. THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING B - MINNEHAHA CREEK WATERSHED DISTRICT (MCWD) A - NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) THE FOLLOWING CONSTRUCTION PERMITS APPLY: C20. PLEASE READ THE PERMIT APPLICATION AND THE PERMIT FOR ANY SPECIAL CONDITIONS. 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 C19. 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. C18. THE CONTRACTOR SHALL COORDINATE THE REMOVAL AND REINSTALLATION OF ALL EMBANKMENT, AND/OR BORROW MATERIAL. C17. NO EXTRA PAYMENT WILL BE MADE FOR TEMPORARY STOCKPILING OF EXCAVATION, NO DIRECT PAYMENT SHALL BE MADE. C16. 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 C15. USE TACK COAT BETWEEN ALL BITUMINOUS LAYERS AND PRIOR TO PLACING ANY SPECIFICATIONS OR AS MODIFIED IN THE SPECIAL PROVISIONS. C14. TEST ROLLING OF THE SUBGRADE WILL BE REQUIRED, ACCORDING TO THE 2014 MN/DOT C13. DITCH GRADES AND TOP OF DITCH BLOCK ELEVATIONS ARE TO THE TOP OF TOPSOIL. ANNUAL PRECIPITATION. C12. GROUND WATER ELEVATIONS MAY FLUCTUATE DUE TO VARIATIONS IN SEASONAL AND SHALL BE DEPRESSED .04’ (1/2"). U7. ALL GATE VALVE BOXES LOCATED IN BITUMINOUS STREET SECTION APPROVED EQUAL IN ROADWAY AND NEENAH R-4342 APPROVED EQUAL OUTSIDE OF ROADWAY). U6. CATCH BASIN TOP OF CASTINGS ARE DEPRESSED .17’ (2"). (NEENAH R-3067-V OR THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. STORM SEWER SYSTEM. ALL MATERIALS, LABOR, AND EQUIPMENT NECESSARY TO COMPLETE U5. THE CONTRACTOR SHALL STAGE CONSTRUCTION TO MAINTAIN DISCHARGE FROM EXISTING 72 HOURS IN ADVANCE. CITY WILL TURN ALL GATE VALVES ON/OFF (NOT CONTRACTOR). OWNERS AND THE CITY PUBLIC WORKS STAFF A MINIMUM OF WATERMAIN, THEY MUST ALSO COORDINATE WITH THE AFFECTED PROPERTY U4. THE CONTRACTOR SHALL COORDINATES WITH THE CITY TO SHUT OFF THE CONSTRUCTION SHALL BE REPLACED AT NO ADDITIONAL COMPENSATION. SECTION DURING GRADING OPERATIONS. VALVE BOXES THAT ARE DAMAGED DURING U3. ALL VALVE BOXES SHALL BE LOWERED TO AN ELEVATION BELOW THE SUBGRADE AREA ARE TO BE ADJUSTED TO MATCH THE FINISH GRADE. U2. ALL EXISTING GATE VALVE BOXES WITHIN THE GRADING AND DISTURBED ROADWAY 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 AREA ARE TO BE ADJUSTED TO MATCH THE FINISH GRADE. ADJUST CASTING SHALL U1. ALL SEWER MANHOLE CASTINGS WITHIN THE GRADING AND DISTURBED ROADWAY EROSION CONTROL MEASURES TO BE USED. E14. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER FOR STAGING OF TEMPORARY AT THE CONTRACTOR’S EXPENSE, PER SWPPP. E13. MULTIPLE STREET SWEEPINGS MAY BE AUTHORIZED AT THE DISCRETION OF THE ENGINEER ON SITE. THE CONTRACTOR SHALL USE SELF CONTAINED TRUCK WASHOUT SYSTEM ONLY. E12. CONCRETE WASHOUT AND CONSTRUCTION EQUIPMENT CLEANING / REPAIR IS PROHIBITED E11. FINAL STABILIZATION MUST BE IMPLEMENTED WITHIN 7 DAYS OF FINAL GRADING. E10. SILT FENCE TO BE INSTALLED AS DIRECTED BY THE ENGINEER. THERE IS EXPOSED SOIL UP GRADIENT OF THE STREET. E9. SEDIMENT CONTROLS ARE REQUIRED ALONG THE BACK OF CURB AT ALL TIMES WHEN 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. SURFACE AND THE BOTTOM OF THE EXCAVATION. PROJECTING A 1(V) : 2(H) OR FLATTER SLOPE BETWEEN THE EDGE OF THE TRAFFIC EXCAVATION. THE DELINEATION SHOULD COINCIDE WITH POINTS ESTABLISHED BY MUST BE DELINEATED TO KEEP VEHICLES A SAFE DISTANCE AWAY FROM THE ADJACENT C11. AS A PRECAUTIONARY MEASURE, TRAFFIC LANES TO BE USED DURING CONSTRUCTION A 1(V):20(H) TAPER TO THE BOTTOM OF THE RECOMMENDED SUBGRADE EXCAVATION. CONSTRUCTION, CUT VERTICALLY TO THE BOTTOM OF THE IN PLACE SURFACING THEN AT C10. WHERE CONNECTING TO IN PLACE ROADWAYS AT THE TERMINI OF THE PROPOSED NEW IN ACCORDANCE WITH MN/DOT SPECIFICATION 2104.3C3. PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OUTSIDE OF THE RIGHT OF WAY C9. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE CONSTRUCTION TO PROVIDE A MEDIUM FOR ESTABLISHING TURF. C8. SLOPE DRESSING ON THIS PROJECT IS DEFINED AS THE TOPSOIL PLACED DURING BY CONSTRUCTION AND REUSE AS SLOPE DRESSING. C7. STRIP ALL IN PLACE TOPSOIL AND SLOPE DRESSING IN AREAS TO BE DISTURBED WITH MN/DOT SPECIFICATION 2104.3C3 (UNLESS DIRECTED BY THE ENGINEER). CONSIDERED EXCESS MATERIAL AND DISPOSED OF OUTSIDE THE RIGHT OF WAY IN ACCORDANCE C6. EXCAVATED MUCK AND UNSTABLE ORGANIC MATERIAL (SUBGRADE EXCAVATION) SHALL BE EXISTING BITUMINOUS LAYER TO THE TOP OF THE PROPOSED SUBGRADE. C5. COMMON EXCAVATION MATERIAL SHALL CONSIST OF ALL SOILS ENCOUNTERED BELOW THE IN ACCORDANCE WITH ALL OSHA REQUIREMENTS. C4. 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 C3. THE INFORMATION SHOWN ON THESE PLANS CONCERNING TYPE AND LOCATION OF SHALL CALL GOPHER STATE ONE CALL A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION. UTILITIES SUCH AS TELEPHONE, GAS, CABLE TV, ETC. (INCIDENTAL). THE CONTRACTOR C2. THE CONTRACTOR IS TO COORDINATE ALL SURFACE CONSTRUCTION WITH PRIVATE 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 michael.spieker@centurylink.com (612) 381-2599 Michael Spieker CENTURY LINK michael.dahle@zayo.com (763) 230-3872 Michael Dahle ZAYO BANDWIDTH cthompson1@mediacomcc.com (612) 730-2900 Chris Thompson MEDIACOM traci.n.miest@xcelenergy.com (952) 470-3343 Traci Carlson XCEL ENERGY nathaniel.nazareno@centerpointenergy.com (612) 321-5352 Nathaniel Nazareno CENTERPOINT ENERGY (612) 596-0339 Andy Chalupsky Hennepin County Public Works lbrown@shorewoodpw.com (952) 960-7913 Larry Brown CITY OF SHOREWOOD 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ c s n .d g n 8 / 6 / 20 1 5 2 :11:4 2 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 Statement of Estimated Quantities 3 QUANTITIESESTIMATED PROJECTTOTAL IMPROVEMENTSSURFACE IMPROVEMENTSSURFACE IMPROVEMENTSLANDSCAPE IMPROVEMENTSDRAINAGE IMPROVEMENTSDRAINAGE 216-101-005S.A.P. FUNDINGLOCAL 216-101-005S.A.P. 216-101-005S.A.P. FUNDINGLOCAL Tab Sheet No. Specification MN/DOT Description Notes Unit QuantityEstimated QuantityEstimated QuantityEstimated QuantityEstimated QuantityEstimated QuantityEstimated 2021.501 MOBILIZATION SUMLUMP 1 1 2101.502 CLEARING 1 TREE 11 11 2101.507 GRUBBING 1 TREE 11 11 2101.511 GRUBBING ANDCLEARING 1 SUMLUMP 1 1 2101.603 HEDGE - GRUBBING ANDCLEARING 1 FTLIN 90 90 2104.501 DRAIN PIPEREMOVE FTLIN 100 100 2104.501 (STORM) PIPE SEWERREMOVE FTLIN 150 150 2104.501 GUTTER AND CURBREMOVE FTLIN 200 200 2104.503 WALK CONCRETEREMOVE FTSQ 350 350 2104.505 PAVEMENT DRIVEWAY BITUMINOUSREMOVE YD.SQ 500 500 2104.505 PAVEMENT BITUMINOUSREMOVE 2 YDSQ 2,700 2700 2104.509 STRUCTURE DRAINAGEREMOVE EACH 2 2 2104.509 SIGNREMOVE EACH 13 13 2104.509 SUPPORT BOX MAILREMOVE EACH 5 5 2104.511 DEPTH) (FULL PAVEMENT CONCRETESAWING FTLIN 30 30 2104.513 DEPTH) (FULL PAVEMENT BITUMINOUSSAWING FTLIN 4,400 4400 2104.521 (BOULDER) WALL RETAININGSALVAGE FTLIN 30 30 2104.523 VALVE AND HYDRANTSALVAGE EACH 1 1 2104.523 SIGNSALVAGE EACH 1 1 2104.523 POST REINSTALL ANDSALVAGE EACH 3 3 2104.601 STRUCTURES LANDSCAPE REINSTALL ANDSALVAGE SUMLUMP 1 1 2104.602 BOX MAIL REINSTALL ANDSALVAGE EACH 18 18 2105.501 (CV) EXCAVATIONCOMMON YD.CU 830 830 2105.507 EXCAVATIONSUBGRADE 3 YD.CU 100 100 2105.521 (CV) BORROWGRANULAR 3 YD.CU 200 200 2105.523 BEDDING AND/OR FOUNDATIONGRANULAR 3 TON 200 200 2105.604 IV TYPE FABRICGEOTEXTILE 3 YD.SQ 200 200 2123.610 BROOM) (W/PICK-UP SWEEPERSTREET 1 HOUR 40 40 2211.501 2 CLASS BASEAGGREGATE TON 100 100 2211.501 CRUSHED) (100% 5 CLASS BASEAGGREGATE 5 TON 1,500 1500 2231.501 MIXTURE PATCHINGBITUMINOUS TON 500 500 2357.502 COAT TACK FOR MATERALBITUMINOUS GALLON 100 100 2360.503 THICK 3.0" (2,C) MIX COURSE WEARING 9.5SP 6 YD.SQ 350 350 2411.618 WALL RETAININGBOULDER 4 FTSQ 200 200 2501.511 CULVERT PIPE CS12" FTLIN 100 100 2501.515 APRON PIPE CS12"EACH 8 8 2501.525 APRON PIPE-ARCH RC SPAN22"EACH 1 1 2501.602 APRON PIPE SPAN 22" FOR GUARDTRASH EACH 1 1 2502.541 DRAIN PIPE PVC PERF4"4 FTLIN 2,900 2900 2502.541 DRAIN PIPE PVC PERF6"4 FTLIN 200 200 2503.521 IIA CL SEWER PIPE-ARCH RC SPAN22" FTLIN 20 20 2503.541 V CL 3006 DESIGN SEWER PIPE RC12" FTLIN 1,600 1600 2503.541 V CL 3006 DESIGN SEWER PIPE RC15" FTLIN 90 90 2503.541 III CL 3006 DESIGN SEWER PIPE RC21" FTLIN 120 120 2503.541 III CL 3006 DESIGN SEWER PIPE RC24" FTLIN 90 90 2503.602 SEWER STORM EXISTING TOCONNECT EACH 3 3 2504.602 VALVE AND HYDRANTINSTALL EACH 1 1 2504.602 VALVE GATE AND HYDRANTADJUST EACH 1 1 2504.602 BOX AND VALVE GATEADJUST EACH 5 5 2504.602 BOX CURBADJUST EACH 3 3 2504.602 REPAIR SYSTEMIRRIGATION 1 EACH 5 5 2505.601 COORDINATIONUTILITY SUMLUMP 1 1 2506.501 48-4020 DESIGN STRUCTURE DRAINAGECONSTRUCT FTLIN 70 70 2506.502 BOX) (2’X3’ 1 SPECIAL DESIGN STRUCTURE DRAINAGECONSTRUCT EACH 6 6 2506.502 2 SPECIAL DESIGN STRUCTURE DRAINAGECONSTRUCT EACH 2 2 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ e s t - q t y-1.d g n 8 / 6 / 20 1 5 2 :11:4 7 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 Statement of Estimated Quantities 4 QUANTITIESESTIMATED PROJECTTOTAL IMPROVEMENTSSURFACE IMPROVEMENTSSURFACE IMPROVEMENTSLANDSCAPE IMPROVEMENTSDRAINAGE IMPROVEMENTSDRAINAGE 216-101-005S.A.P. FUNDINGLOCAL 216-101-005S.A.P. 216-101-005S.A.P. FUNDINGLOCAL Tab Sheet No. Specification MN/DOT Description Notes Unit QuantityEstimated QuantityEstimated QuantityEstimated QuantityEstimated QuantityEstimated QuantityEstimated NOTES (P) QUANTITIY. PLANDEONTES 1. MOBILIZATIONS). MULTIPLE REQUIRE (MAY FIELD THE IN ENGINEER THE BY DIRECTEDAS 2. REMOVAL. PAVEMENT BITUMINOUS IN INCLUDED CURB BITUMINOUS OFREMOVAL 3. WORK. OF START THE TO PRIOR ENGINEER THE BY PRE-APPROVED BEMUST 4. SPECIFICATIONS.SEE 5. CRUSHED.100% 6. 5. CLASS BASE AGGREGATE 6" AND EXCAVATIONINCLUDES 2506.516 ASSEMBLYCASTING EACH 15 15 2506.522 CASTING RING AND FRAMEADJUST EACH 3 3 2511.501 III CLASS RIPRAPRANDOM YDCU 60 60 2511.515 IV TYPE FILTERGEOTEXTILE YDSQ 80 80 2521.501 WALK CONCRETE4" FTSQ 24,500 24500 2521.501 WALK CONCRETE6" FTSQ 3,800 3800 2521.501 WALK CONCRETE8" FTSQ 400 400 2531.501 B618 DESIGN GUTTER, & CURBCONCRETE FTLIN 4,000 4000 2531.601 SUPERVISOR COMPLIANCEADA SUMLUMP 1 1 2531.618 DOMESTRUNCATED FTSQ 84 84 2540.602 SUPPORT BOXMAIL EACH 5 5 2540.602 (TEMPORARY) BOXMAIL EACH 18 18 2557.602 FENCE DOGREPAIR 1 EACH 5 5 2563.601 CONTROLTRAFFIC SUMLUMP 1 1 2564.531 C TYPE PANELSSIGN FTSQ 74 74 2564.536 SPECIAL TYPE PANELS SIGNINSTALL EACH 2 2 2564.602 SIGNINSTALL 4 EACH 1 1 2571.501 B&B HT 8’ TREE CONIFEROUSFURNISH 3,4 EACH 5 5 2571.501 B&B HT 8’ TREE CONIFEROUS INSTALL ANDFURNISH 3,4 EACH 5 5 2571.502 B&B CAL 2.5" TREE DECIDUOUSFURNISH 3,4 EACH 5 5 2571.502 B&B CAL 2.5" TREE DECIDUOUS INSTALL ANDFURNISH 3,4 EACH 5 5 2573.502 SLICED MACHINE TYPE FENCE,SILT FTLIN 2,000 2000 2573.530 PROTECTION INLET DRAINSTORM EACH 40 40 2573.533 FIBER WOOD TYPE LOG CONTROLSEDIMENT FTLIN 4,300 4300 2574.508 3 TYPEFERTILIZER POUND 350 350 2574.525 BORROW TOPSOILCOMMON YD.CU 500 500 2575.501 SEEDING ACRE 1 1 2575.502 25-151 MIXTURESEED POUND 60 60 2575.502 35-241 MIXTURESEED POUND 10 10 2575.502 25-261 MIXTURESEED POUND 10 10 2575.519 ANCHORINGDISK ACRE 1 0.5 2575.523 3 CATEGORY BLANKET CONTROLEROSION YD.SQ 2,000 2000 2575.602 PRUNINGTREE EACH 5 5 2575.605 6 TYPEHYDROMULCH YD.SQ 4,200 4200 2582.502 PAINT - WHITE LINE SOLID4" FTLIN 7,300 7300 2582.502 (PAINT) YELLOW LINE SOLID4" FTLIN 100 100 2582.502 PAINT - YELLOW LINE SOLID DOUBLE4" FTLIN 4,300 4300 2582.503 PAINT - MARKINGCROSSWALK FTSQ 110 110 QUANTITIES FORBASIS MI BITUMINOUS OF WEIGHTUNIT 113 SY-IN /LBS 5 CLASS BASEAGGREGATE 105 SY-IN /LBS COATTACK LAYERS NEW BETWEEN-0.05 SY /GAL 25-151 MIXTURESEED 120 ACRE /LB 35-241 MIXTURESEED 35 ACRE /LB 25-261 MIXTURESEED 36.5 ACRE /LB 23-0-23FERTILIZER 350 ACRE /LB 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ e s t - q t y-2 .d g n 8 / 6 / 20 1 5 2 :11:5 1 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 5 Earthwork Tabulation WORK APPURTENANT AND EXTENSION SIDEWALK ROADSMITHTOWN 216-101-005S.A.P. Sta. EXCAVATION EMBANKMENT AreaExcavated VolumeExcavated Cumulative Volume AreaFill VolumeFill FillCumulative FT][SQ YD.][CU YD.][CU FT][SQ YD.][CU YD.][CU WORK APPURTENANT AND EXTENSION SIDEWALK ROADSMITHTOWN 216-101-005S.A.P. Sta. EXCAVATION EMBANKMENT AreaExcavated VolumeExcavatedCumulative Volume AreaFill VolumeFill FillCumulative FT][SQ YD.][CU YD.][CU FT][SQ YD.][CU YD.][CU 10+50 4.25 0 0 2.06 0 0 10+60 6.49 1.99 1.99 0.34 0.44 0.44 11+00 5.90 9.18 11.18 0.74 0.80 1.24 11+50 4.08 9.25 20.43 0.64 1.28 2.52 11+63 6.13 2.46 22.89 0.15 2.68 12+00 4.00 6.95 29.84 0.66 0.45 3.13 12+50 4.00 7.42 37.26 0.58 1.15 4.28 12+70 5.74 3.61 40.88 0.21 4.49 13+00 4.86 5.90 46.77 0.06 0.03 4.52 13+50 40.83 42.31 89.08 0.06 4.58 14+00 6.81 13.24 102.32 0.00 4.58 14+50 6.33 12.16 114.49 0.00 4.58 14+60 7.70 2.60 117.09 0.00 4.58 15+00 8.91 12.31 129.40 0.00 4.58 15+38 8.21 12.05 141.45 0.00 4.58 15+50 6.39 3.25 144.70 0.00 4.58 16+00 5.43 10.95 155.65 0.00 4.58 16+50 4.73 9.42 165.07 0.39 0.36 4.94 16+88 6.47 7.88 172.96 0.27 5.22 17+00 6.06 2.79 175.75 0.00 5.22 17+50 4.90 10.16 185.90 0.91 0.84 6.06 18+00 5.24 9.39 195.30 0.37 1.18 7.24 18+50 5.18 9.65 204.94 0.09 0.43 7.67 18+68 6.77 3.99 208.93 0.03 7.70 19+00 7.16 8.26 217.20 0.00 7.70 19+50 6.74 12.88 230.07 0.00 7.70 20+00 4.00 9.95 240.02 0.89 0.82 8.52 20+04 6.71 0.80 240.82 0.07 8.59 20+50 5.28 10.22 251.04 0.34 0.29 8.88 21+00 5.05 9.57 260.61 0.67 0.94 9.82 21+45 6.19 9.37 269.98 0.56 10.37 21+50 4.08 0.96 270.93 1.64 0.15 10.53 22+00 3.72 7.22 278.16 2.09 3.45 13.97 22+50 4.30 7.43 285.58 1.02 2.87 16.85 22+56 6.28 1.18 286.76 0.11 16.96 23+00 5.57 9.66 296.43 1.13 0.92 17.88 23+50 4.97 9.77 306.20 3.48 4.27 22.15 24+00 4.55 8.82 315.02 4.74 7.61 29.76 24+50 4.79 8.65 323.67 3.55 7.68 37.44 25+00 4.63 8.73 332.40 6.87 9.65 47.09 25+50 4.64 8.59 340.99 8.45 14.19 61.28 26+00 3.23 7.29 348.28 5.70 13.10 74.38 26+50 3.35 6.09 354.37 5.22 10.11 84.49 27+00 3.75 6.58 360.95 2.03 6.71 91.20 27+50 5.42 8.50 369.45 1.57 3.33 94.53 28+00 5.91 10.50 379.95 0.81 2.20 96.73 28+50 5.84 10.88 390.82 0.91 1.60 98.32 29+00 5.81 10.79 401.62 1.00 1.77 100.10 29+50 5.95 10.90 412.52 0.70 1.58 101.67 30+00 5.53 10.64 423.16 1.39 1.94 103.61 30+50 6.30 10.96 434.12 0.42 1.68 105.29 30+93 6.55 10.24 444.36 0.34 105.63 31+00 4.44 1.43 445.78 0.57 0.07 105.70 31+50 4.07 7.88 453.67 1.39 1.81 107.52 32+00 4.20 7.66 461.33 1.33 2.52 110.04 32+20 6.80 4.08 465.41 0.49 110.53 32+50 3.46 5.71 471.12 1.91 1.06 111.59 32+96 6.44 8.44 479.55 1.62 113.22 33+00 4.42 0.81 480.36 0.63 0.05 113.26 33+50 4.43 8.21 488.57 0.71 1.24 114.51 34+00 3.75 7.58 496.15 1.65 2.19 116.69 34+50 3.60 6.81 502.96 2.48 3.82 120.52 34+63 6.37 2.40 505.36 0.60 121.12 35+00 3.96 7.08 512.44 1.46 1.00 122.11 35+50 4.39 7.73 520.18 0.65 1.95 124.07 36+00 4.96 8.66 528.84 0.38 0.96 125.02 36+50 4.46 8.73 537.56 0.34 0.67 125.69 37+00 4.74 8.52 546.09 0.41 0.69 126.38 37+50 4.38 8.45 554.54 1.41 1.68 128.07 38+00 5.34 9.01 563.54 1.31 129.37 38+40 5.88 8.32 571.86 0.00 129.37 38+50 4.15 1.86 573.72 0.94 0.17 129.55 38+73 5.83 13.49 587.21 1.27 130.82 39+00 3.17 4.50 591.71 2.70 1.35 132.17 39+45 5.97 7.62 599.33 2.25 134.42 39+50 4.09 0.94 600.26 1.19 0.11 134.53 40+00 4.31 7.78 608.04 0.62 1.68 136.21 40+50 3.82 7.53 615.58 1.38 1.85 138.06 41+00 4.71 7.91 623.49 0.16 1.42 139.48 41+22 6.79 4.69 628.17 0.06 139.54 41+50 5.45 6.35 634.52 0.00 139.54 42+00 5.44 10.09 644.61 0.00 139.54 42+50 6.06 10.66 655.27 0.00 139.54 43+00 4.39 9.69 664.95 0.11 0.11 139.65 43+50 5.03 8.72 673.68 0.10 0.20 139.85 44+00 5.20 9.47 683.15 0.06 0.15 140.00 44+50 5.08 9.52 692.67 0.02 0.08 140.08 45+00 6.13 10.38 703.05 0.02 140.10 45+50 5.62 10.89 713.93 0.08 0.07 140.17 46+00 4.83 9.69 723.62 0.32 0.37 140.54 46+50 3.71 7.92 731.54 1.74 1.90 142.44 47+00 1.90 5.20 736.74 0.59 2.16 144.60 47+50 5.33 6.70 743.44 0.55 145.14 48+00 5.80 10.31 753.76 0.00 145.14 48+50 9.65 14.31 768.07 0.00 145.14 49+00 7.03 15.45 783.52 0.18 0.17 145.31 49+35 24.25 20.28 803.80 0.12 145.43 49+50 5.46 8.26 812.05 0.26 0.07 145.50 50+00 5.15 9.83 821.88 2.51 2.56 148.06 50+50 0.50 5.24 827.12 0.23 2.54 150.60 NOTES: (CV). VOLUME COMPACTED TO (EV) VOLUME EXCAVATED FROM USED FACTOR SCHRINKAGE 125%1. IDENTIFIED AS GRADES MATCH TO SECTION ROADWAY THE FROM EXCAVATED 5 CLASS ALL2. SECTION ROADWAY THE WHERE AREAS IN REINSTALLED AND SALVAGED BE SHALL PLANS THE IN INCIDENTAL MADE. BE WILL PAYMENT ADDITIONAL NO AND ITEMS BID SEWER STORM THE TO CONSIDERED IS INSTALLATION SEWER STORM TO DUE EXCAVATION3. 216-101-005S.A.P. WORK APPURTENANT AND EXTENSION SIDEWALK ROADSMITHTOWN CALCULATIONSEARTHWORK EXCAVATION (CV) EXCAVATIONCOMMON =827.12 (CV) YD.CU EMBANKMENT BORROWCOMMON =150.60 (CV) YD.CU ACCOUNTINGEARTHWORK EXCAVATION (CV) EXCAVATIONCOMMON X 1.25 = (EV) EXCAVATIONCOMMON 827.12 YD.CU X 1.25 =1033.90 (EV) YD.CU EMBANKMENT (CV) TOPSOILSALVAGE =322.07 (CV) YD.CU BORROWCOMMON =-171.47 (CV) YD.CU 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ e a r t h wo r k .d g n 8 / 6 / 20 1 5 2 :11:5 5 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 Storm Sewer Tabulation 1 08/13/14 THC KAK ADDENDUM NO. 2 6 TABULATION SEWERSTORM WORK APPURTENANT AND EXTENSION SIDEWALK EAST ROADSMITHTOWN 14-10 NO. PROJECT SHOREWOOD OFCITY 216-101-005S.A.P. HEIGHTS PAYSTRUCTURE CIRCULAR ARCH APRONS PIPEARCHED TODRAINS TOP ARCH SPAN22" GEOTEXTILE STRUCT.STREET STATION OFFSET SIDE BOX) (2’X3’SPECIAL 2SPECIAL 3SPECIAL 4020-48 CASTING CASTING OUTLET RCP12" RCP15" RCP21" RCP24" RCP SPAN22"PIPE RIPRA FABRIC NO.FT EACH EACH EACH FTLIN ASSEMBLY ELEV ELEVATION VCL VCL IIICL IIICL IIACL APRON GUARDTRASH STRUCT GRADE INVERT IIICL IVTYPE FINISHED BOTTOM FT FT FT FT FT EACH EACH NO FT/FT ELEVATION YDCU YDSQ.REMARKS 5000 ROADSMITHTOWN 18+50 3.67 RT 1 C 991.31 987.81 10.0 5001 0.02 987.61 5001 ROADSMITHTOWN 18+40 3.67 RT 3.70 C 991.19 987.61 10.0 5002 0.02 987.41 5002 ROADSMITHTOWN 18+40 13.67 RT 4.88 M-11 991.59 987.41 230.0 5004 0.03 980.51 5003 ROADSMITHTOWN 16+09 3.67 RT 1 C 986.24 982.74 10.0 5004 0.02 982.54 5004 ROADSMITHTOWN 16+09 13.67 RT 6.33 M-11 986.14 980.51 204.0 5005 0.055 969.29 5005 ROADSMITHTOWN 14+06 3.67 RT 5.67 C 974.84 969.29 37.0 5008 0.03 968.18 5006 ROADEUREKA 13+44.4 32.8 RT 3.62 C 972.50 969.00 25.0 5007 0.02 968.50 5007 ROADEUREKA 13+69 30.8 RT 5.15 C 973.53 968.50 27.0 5008 0.02 967.96 5008 ROADSMITHTOWN 13+69 3.67 RT 6.20 A-7D 972.90 966.82 60.0 5009 0.0233 965.42 5009 ROADSMITHTOWN 13+09 3.67 RT 3.10 C 968.00 965.02 10.0 5010 0.02 964.82 5010 ROADSMITHTOWN 13+09 13.67 RT 5.88 M-11 970.00 964.82 109.0 5011 0.0118 963.53 SUMP FOOT3 5011 ROADSMITHTOWN 12+00 13.67 RT 3.64 M-11 966.27 963.33 77.0 5013 0.0137 962.28 5012 ROADSMITHTOWN 11+36 13.67 RT 1 M-11 966.40 962.90 10.0 10.0 5014 0.02 962.70 5013 ROADSMITHTOWN 11+23 3.67 RT 4.11 C 966.27 962.28 10.0 5014 0.02 962.08 5014 ROADSMITHTOWN 11+23 3.67 RT 4.40 C 966.35 962.07 1EX 962.07 PIPE. STORM EXISTING OVERCONSTRUCT 5200 ROADSMITHTOWN 38+00 3.67 RT 1 C 991.01 987.51 10.0 5201 0.008 987.43 5201 ROADSMITHTOWN 38+00 13.67 RT 6.75 M-11 993.48 987.43 400.0 5203 0.005 985.43 5202 ROADSMITHTOWN 42+00 3.67 RT 1 C 989.91 986.41 10.0 5203 0.01 986.31 5203 ROADSMITHTOWN 42+00 13.67 RT 5.96 M-11 990.69 985.43 393.0 5205 0.00845 982.11 5204 ROADSMITHTOWN 45+93 3.67 RT 1 C 985.99 982.49 10.0 5205 0.01 982.39 5205 ROADSMITHTOWN 45+93 13.67 RT C 986.09 982.11 223.0 2EX 0.028 975.87 (STUB) SEWER STORM EXISTING TOCONNECT 5100 ROADSMITHTOWN 23+00 3.67 RT 1 10 20 DETAIL STRUCTURESEE 5101 ROADSMITHTOWN 26+87 3.67 RT 20.0 1 1 10 5 SEWER STORM EXISTING TOCONNECT 5102 ROADSMITHTOWN 26+87 3.67 RT 1 10 20 DETAIL STRUCTURESEE 5103 ROADSMITHTOWN 30+25 3.67 RT 1 10 20 DETAIL STRUCTURESEE 6 2 1 69.39 1592 87 119 87 20 1 1 40 65 NOTES: GRATE OF CENTER TO ARE OFFSETS1. GRATE OF CENTER TO ARE ELEVATIONS CASTING OF TOP2. 0.7’ PLUS INVERT TO CASTING OF BOTTOM FROM ARE HEIGHTS PAY3. 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ s t o r m-t a b .dg n 8 / 6 / 20 1 5 2 :12 :0 0 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 x x x x x xx 25560 25480 25440 25380 56 7 0 25340 25310 25270 25180 565 5 25040 572 0 57 1 5 24930 24860 24800 57 1 0 570 5 24680 24650 24620 24590 24560 24530 24470 24450 568 0 25575 25565 25525 570 5 25445 25405 25365 25335 25295 25235 24575 25005 24945 25015 24905 24845 24785 24725 24575 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ g e n - la y .d g n 8 / 6 / 20 1 5 2 :12 :12 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 TO OBTAIN A FIELD LOCATE OF ALL UTILITIES. STATE LAW REQUIRES ANYONE DIGGING, GRADING OR EXCAVATING 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 THIS 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. TYPE AND LOCATION OF PRIVATE UTILITIES, AS OF THE PRINTED DATE, HAS BEEN DEPICTED THE SUBSURFACE UTILITY INFORMATION REPRESENTED ON THESE DRAWINGS CONCERNING EXCAVATION NOTICE SYSTEM PERFORMING ANY EXCAVATION. REQUIRED A MINIMUM OF 48 HOURS PRIOR TO A CALL TO GOPHER STATE ONE (454-0002) IS General Layout / Directional Surface Drainage Hennepin County Regional Rail Authority E u reka Rd Eureka R d W edg e w oo d D r F airw ay D r S ta r Lane C lub Lane C h risto p h er R d C ou n try C lub R d M a nit ou R d Smithtown Road Sm ithtow n R oad * HP LP 142313398 TICKET NUMBER: 0 150 300 18 25 31 HP HP LP LP LP * * * * STA 50+57.5 SMITHTOWN ROAD END S.A.P. 216-101-005 STA. 10+23.2 SMITHTOWN ROAD BEGIN S.A.P. 216-101-005 7 SIGNING & STRIPING PLAN CONSTRUCTION PLAN EROSION CONTROL / TURF ESTABLISHMENT PLAN EXISTING CONDITIONS/REMOVAL PLAN PROJECT DISCHARGE POINT SURFACE DRAINAGE DIRECTION LOW POINT HIGH POINT 21 18 19 20 21 22 23 25 26 27 28 29 30 31 32 33 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ d e t ail -0 1 .dg n 8 / 6 / 20 1 5 2 :12 :17 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 Machine Sliced Silt Fence Installation Erosion Control Blanket Catch Basin Insert Inlet Protection Filter Log 8 Catch Basin Catch Basin With Sump Concrete Stool Grate Frame Off Street Catch Basin With 2 ’ Riprap at Outlets Standard Details 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ d e t ail -0 2 .dg n 8 / 6 / 20 1 5 2 :13 :4 3 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 9 TYPICAL HYDRANT INSTALLATIONfor RCP and DIP Improved Pipe Foundation Clean Out for Subsurface Drains Street Name Blade Sign Typical Traffic Sign Installation Mail Box Installation Standard Details Catch Basin Manhole Storm Sewer Manhole Road Construction for Catch Basin During Inlet Protection Rock Filter 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ d e t ail -0 4 .dg n 8 / 6 / 20 1 5 2 :15 :2 5 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 3’’ FRONT VIEW SECTION A-A WITH OAKUM AND 1/2 IN. HOT POURED SEALER, SPEC. 3723. AND SIDE JOINTS BETWEEN ADJACENT UNITS SHALL BE SEALED FOR INLETS LONGER THAN 4 FT., USE MULTIPLE UNITS. TOP CENTER OF UNIT OVER OUTLET. ONLY ONE MANHOLE REQUIRED PER INSTALLATION, LOCATED AT PLACE PIPE OPENING AS REQUIRED. CONSTRUCTION NOTES: 1 2 1- 1/ 2 ’’ 5/ 8’’ 3 / 4’’ 1/2’’ STEEL NOSING GALVANIZE AFTER FABRICATION PER SPEC. 3394 L2 X 2 X 1/43/4’’ AT QUARTER POINTS OR APPROVED EQUAL. SEE LUG DETAIL. RING CASTING NO. 790-2, MODIFIED BY THE ADDITION OF LUGS 2 ’’ 1-1/2’’ 7/8’’ LUG LUG 2’ 0’’ SPACES 1/4’’ DIA. AIR HOLE AT ( 2’’ R. ) 1/4’’ THICK PLATE SPACES HOLE AT 2’ 0’’ 1/4’’ DIA. AIR OPTION 1 OPTION 2 3’’ TO 8’’ LUG PERMISSIBLE. SECTION PLAN VIEW DETAIL LUG CASTING RING RING CASTING 3/4’’ ONE 4 FT. UNIT Y = TOTAL LENGTH OF UNITS STEEL NOSING ( SEE DETAIL) 6 ’’ 3’ 8’’ INLET OPENING 5’ 0’’ 4’ 0’’6’’ TOP VIEW USE 1’’ DEEP X 3’’ X 2’’ KEYWAY 6 ’’ 6’’6’’ ) 6 ’’ R. 6’’ SEE LUG DETAIL ( SEE DETAILS STEEL NOSING 4’’ 5 ’’ 5’ 9" 6’ 9" OUTLET OPENING 6 ’’ 6’’6’’ 1’ 8 " BOTH WAYS 9" SPACING NO. 5 BARS 1 2 LUG REINFORCE PER SECTION A-A. CAST-IN-PLACE BASE. 6’’ X 6’ 9" X 5’ PRECAST OR 8" 4 ’ 9" 3’ 8’’ OUTLET OPENING 1’ 9" ’ NO. 5 BARS. SECTION B-B B B A A 1 EXTRA NO. 5 BAR EACH WAY 6" SPACING NO. 5 BAR 3 6’’ 3 ALL REBAR IS EPOXY COATED BOTH WAYS 6" SPACING NO. 5 BARS 3’ 6 1/2’’ BOTH WAYS 6" SPACING NO. 5 BARS COVER CASTING NO. 716. 3’ 6 1/2" 6’’ 6’’ SPACING OPENING 3" EACH SIDE OF 2 NO. 5 BARS. SPACING OPENING 3" EACH SIDE OF 3 NO. 5 BARS. 9’’ SPACING NO. 5 BARS 2" CLEAR 2" CLEAR ALTERNATE SPACES. PLATE AT 1’ 0’’ STUD WELD TO LONG BOLTS. 1/4’’ DIA. X 2’’ ALTERNATE SPACES. PLATE AT 1’ 0’’ STUD WELD TO LONG BOLTS. 1/4’’ DIA. X 2’’ HORIZONTAL WALL BARS 13’ 9" TOTAL LENGTH 6’ 3" 3’ 9" 3’- 3" Low Point Structure Detail 10 A B C D E F HOLE 4.00986.07986.12982.37987.12987.62 6.00983.84984.00980.25985.00985.50 4.00987.60987.65983.90989.65989.15 FEDCBASTRUCTURE 5102 5101 5100 FLARE FLARE 0" CURB HEIGHT. FLARE WALKA BLE SURF ACE NO N - WALKA B LE OR 1 2 FULL CURB HEIGHT. 1 1 2 2 1 21 2 OPTIONAL V CURB OR GRADING 45 7 4 4 5 NOTES: 6 WALKABLE SURFACE NON-WALKABLE OR FLARE 5 1 2 5 1 2 1 4 1 4 OR GRADING OPTIONAL V CURB OR GRADING OPTIONAL V CURB 2 TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. 7 6 S7 2 FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. DETECTABLE WARNINGS MAY BE PART OF 4’ X 4’ LANDING AREA IF IT IS NOT 8 36& 6 36& 3 8 8 8 OF CURB, WITH 6’ FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15’ FROM THE BACK 5 9 9 9 9 9 AND RETURNED CURBS. SEE SHEET 4 OF 5, TYPICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES PARALLEL TIERED PERPENDICULAR FAN DEPRESSED CORNER DIAGONAL 2 1 2145 6 BACK OF CURB FRONT OF GUTTER FLOW LINE FLAREFLARE 9 9 PERPENDICULAR WALK WAL K A A C C REQUIRED LANDING 4’ 0’’ MIN. 5 RAMP VAR. SECTION A-A CURB AND GUTTER CURB OR 4 60.02 FT./FT. MAX. 1/4" R. 5 SECTION C-C CURB AND GUTTER CURB OR 4 0.02 FT./FT. MAX. 1/4" R. PARALLEL/DEPRESSED CORNER REQUIRED LANDING 4’ 0’’ MIN. 6 B B C C A A CONSTRUCTING CURB AND GUTTER AT CURB OPENINGS. SEE SHEET NO. 3 OF 5. SEE PEDESTRIAN ACCESS ROUTE CURB AND GUTTER DETAIL FOR INFORMATION ON 10 10 EVALUATED AND DEEMED IMPRACTICAL. DIAGONAL RAMPS SHOULD ONLY BE USED AFTER ALL OTHER CURB RAMP TYPES HAVE BEEN FLARE 2 1 145 767 9 A A 2 FLARE 9 WAY ALLOWS. SEE SHEET 5 OF 5. V CURB, IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF 3 S S F F S SECTION B-B FAN PERPENDICULAR/TIERED/DIAGONAL 0.083 FT./FT PREFERRED 0.05 FT./FT. AND REQUIRED LANDING 4’ 0’’ MIN. 5 RAMP VAR. CURB AND GUTTER CURB OR 4 60.02 FT./FT. MAX. 1/4" R. 0.05 FT./FT PREFERRED 0.02 FT./FT. AND S F F F 7 7 F S S 7 7 CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS. F WALKABLE SURFACE NON-WALKABLE OR WALKABLE SURFACE NON-WALKABLE OR WALK CONCRETE 6" WALK CONCRETE 6"WALK CONCRETE 6" LEGEND 4’ BY 4’ MIN. LANDING WITH MAX. 2.0% SLOPE IN ALL DIRECTIONS. S F AND THE CROSS SLOPE SHALL NOT EXCEED 2.0% 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.0%. SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE AND IF THE APPROACHING WALK IS INVERSE GRADE. DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%, LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE CHANGES 2.0% SLOPE IN ALL DIRECTIONS REQUIRED. IF LONGITUDINAL SLOPE IS GREATER THAN 5.0%, 4’ X 4’ MIN. LANDING WITH MAX AND CROSS SLOPE SHALL NOT EXCEED 2.0% THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. OR FLATTER ARE ALLOWED. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. SEE STANDARD PLATE 7038 AND SHEET 4 OF 5 FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. ALL SLOPES ARE ABSOLUTE, RATHER THAN RELATIVE TO SIDEWALK/ROADWAY GRADES. THE BACK OF CURB. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. FLUSH WITH THE BACK OF CURB AND ADJACENT SIDEWALK. JOINT SHALL BE FREE OF DEBRIS. 1/2" PREFORMED JOINT FILLER MATERIAL AASHTO M 213. JOINT FILLER SHALL BE PLACED WHEN LANDINGS ARE CAST SEPARATELY. BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 5 TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONCTRUCTED, LANDINGS MAY WIDTH OF PATH WHEN THE PATH CROSSES A ROAD. TRAVEL. SHARED USE PATHS SHALL HAVE DETECTABLE WARNING ACROSS THE ENTIRE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MINIMUM OF 24" IN THE PATH OF 4’ MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE M INNESO TA DEP AR T MEN T OF TRANSPORTAT I O N REVISED: APPROVED: 8-6-2014STATE DESIGN ENGINEER STANDARD PLAN 5-297.250 1 OF 5 PEDESTRIAN CURB RAMP DETAILS OPERATIONS ENGINEER REVISION: APPROVED: 8-6-2014 Pedestrian Curb Ramp Details 11 50 OF SHEETShorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 2:15 :32 PM 8/ 6 / 2 0 1 5 K:\ 0 1 4 5 9 - 94 0 \ Ca d \ P la n \ d e t a il - 03 .d g n 4 5 7 10 NON-WALKABLE SURFACE NO N - WAL KA BLE SURF AC E 0" CURB HEIGHT. 5’ MAX 2’ MAX FL A RE FL A RE 2 1 1 3 1 1 2 4 4 5 5 6 7S S 10 10 WALKA BLE SURF ACE WALKABLE SURFACE FL ARE 2 1 1 3 1 1 2 4 4 5 5 6 7S S 10 FL ARE 10 NON-WALKABLE SURFACE 1 2 FULL CURB HEIGHT. 1 1 2 2 3 4 5 6 7 8 BACK OF CURB FRONT OF GUTTER FLOW LINE F F 7 F F 7 5’ MAX 2’ MAX 9 8 8 9 5’ MAX 10 AND RETURNED CURBS. SEE SHEET 4 OF 5, TYPICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES 9 FLARE 9 9 9 F LARE 9 9 9 FLARE 9 F L AR E ONE-WAY DIRECTIONAL COMBINED DIRECTIONAL WALK RAMP 1 1 CONSTRUCTING CURB AND GUTTER AT CURB OPENINGS. SEE SHEET NO. 3 OF 5. SEE PEDESTRIAN ACCESS ROUTE CURB AND GUTTER DETAIL FOR INFORMATION ON ADJACENT BACK OF CURB. TRANSITION, PAVE CONCRETE RAMP WIDTH TO LESS THAN 2’ IN WIDTH AT TOP OF CURB IF NON-CONCRETE BLVD. IS CONSTRUCTED AND IS ADJACENT TO NON-WALKABLE SURFACE ADJACENT TO WALKABLE SURFACE 12 11 12 TO BE USED FOR ALL DIRECTIONAL RAMPS. V CURB, IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. SECTION D-D 4 MAX. 2.0% GUTTER SLOPE 2.0%-3.0% CURB FOR DIRECTIONAL RAMPS RAMP WALKABLE SURFACE NON-WALKABLE OR 1 1 BACK OF CURB FRONT OF GUTTER FLOW LINE D D 11 5 3" MINIMUM CURB HEIGHT, 4" PREFERRED. 10 4 4’ BY 4’ MIN. LANDING WITH MAX. 2.0% SLOPE IN ALL DIRECTIONS. LINE. SHALL BE CONSTRUCTED INTEGRAL WITH CURB AND GUTTER. MAX. 2.0% SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE BREAK AND DRAIN TO FLOWF S F AND THE CROSS SLOPE SHALL NOT EXCEED 2.0% 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 6" CONCRETE WALK 7.0’ PREFER RED MINIMUM 5.5’ 7.0’ PREFER RED MINIMUM 5.5’ VAR. RAMP TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. OF CURB, WITH 6’ FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15’ FROM THE BACK CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS. WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.0%. SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE AND IF THE APPROACHING WALK IS INVERSE GRADE. DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%, LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE CHANGES ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. NOTES: ALL DIRECTIONS REQUIRED. IF LONGITUDINAL SLOPE IS GREATER THAN 5.0%, 4’ X 4’ MIN. LANDING WITH MAX 2.0% SLOPE IN LEGEND OR FLATTER ARE ALLOWED. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. AND CROSS SLOPE SHALL NOT EXCEED 2.0% THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER 4 14 SURFACE NON-WALKABLE IN ALL DIRECTIONS MAX. 2.0% SLOPE RAMP 14 SEE STANDARD PLATE 7038 AND SHEET 4 OF 5 FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. 14 14 4 14 13 DOMES AND EDGE OF CONCRETE. CONSTRUCTED PERPENDICULAR TO THE BACK OF CURB. MAINTAIN 3" BETWEEN EDGE OF WHEN NO CONCRETE FLARES ARE PROPOSED, THE CONCRETE WALK SHALL BE FORMED AND ALL SLOPES ARE ABSOLUTE, RATHER THAN RELATIVE TO SIDEWALK/ROADWAY GRADES. 15 BREAK GRADE 15 13 IN ALL DIRECTIONS MAX. 2.0% SLOPE BREAK GRADE SURFACE NON-WALKABLE DETECTABLE WARNINGS. WITH CORNERS SET 3" FROM BACK OF CURB. IF 9" SETBACK IS EXCEEDED USE RADIAL RECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK 9" FROM THE BACK OF CURB RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MIN. TO 6"MAX. FROM THE BACK OF CURB. RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. FLUSH WITH THE BACK OF CURB AND ADJACENT SIDEWALK. JOINT SHALL BE FREE OF DEBRIS. 1/2" PREFORMED JOINT FILLER MATERIAL AASHTO M 213. JOINT FILLER SHALL BE PLACED SETBACK CRITERIA IS EXCEEDED DETECTABLE WARNING PLACEMENT WHEN 2 2 2 2 WHEN LANDINGS ARE CAST SEPARATELY. BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 5 TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONCTRUCTED, LANDINGS MAY WIDTH OF PATH WHEN THE PATH CROSSES A ROAD. TRAVEL. SHARED USE PATHS SHALL HAVE DETECTABLE WARNING ACROSS THE ENTIRE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MINIMUM OF 24" IN THE PATH OF 4’ MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. BE DETERMINED BY THE ENGINEER CORNER SET 3" FROM BACK OF CURB. WHETHER A SURFACE IS WALKABLE OR NOT SHALL WALKABLE SURFACE, AND 5’ MAXIMUM WHEN ADJACENT TO NON-WALKABLE SURFACE WITH ONE FRONT EDGE OF DETECTABLE WARNING SHALL BE SET BACK 2’ MAXIMUM WHEN ADJACENT TOMINNESO TA DEP AR T MEN T OF TRANSPORTAT I O N REVISED: APPROVED: 8-6-2014STATE DESIGN ENGINEER STANDARD PLAN 5-297.250 2 OF 5 PEDESTRIAN CURB RAMP DETAILS OPERATIONS ENGINEER REVISION: APPROVED: 8-6-2014 Pedestrian Curb Ramp Details 12 50 OF SHEETShorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 2:15 :33 PM 8/ 6 / 2 0 1 5 K:\ 0 1 4 5 9 - 94 0 \ Ca d \ P la n \ d e t a il - 03 .d g n 1 3 2 MILL & PATCH 2" BITUMINOUS 1 2 3 4 5 PAVEMENT EXISTING BIT. PAVEMENT SAWCUT BIT. PAVEMENT EXISTING BIT. PAVEMENT SAWCUT BIT. PAVEMENT EXISTING BIT. 4 CONCRETE PAVEMENT SAWCUT CONCRETE PAVEMENT EXISTINGCONCRETE BASE VARIABLE DEPTH FLOW LINE EDGE MILL VERTICAL NON PERPENDICULAR PERPENDICULAR 2" BIT. PATCH 2-3%5% MAX. CURB & GUTTER DETAIL PEDESTRIAN ACCESS ROUTE 24" 24" 24" 24" 24" NOTES: 8-12"8-12" PATCH IS USED TO MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY. ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. NO PONDING SHALL BE PRESENT IN THE PAR. 9" 3 3 THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4". INSET A 3 3 FLOW LINE 7" 7" EDGE OF WALK BACK OF CURB/ 3 EDGE OF WALK BACK OF CURB/ 35&35& 35& 3 IN FRONT OF CURB & GUTTER PAVEMENT TREATMENT OPTIONS 6 6 INSET A VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. CORNERS, & ONE WAY AND COMBINED DIRECTIONALS. PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE: FANS, DEPRESSED FOR USE AT CURB CUTS WHERE THE PEDESTRIAN’S PATH OF TRAVEL IS ASSUMED NON INSET A BIT. PAVEMENT REMOVE & REPLACE t/2 t FOR USE ON CURB RAMP RETROFITS 1/2" R. (TYP.)1/2" R. (TYP.) 1/2" R. (TYP.) 1/2" R. (TYP.)1/2" R. (TYP.) 1/2" R. (TYP.) 1/4" MIN. TO 1/2" MAX. TIERED PERPENDICULAR, PARALLEL, AND DIAGONAL RAMPS. PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE: PERPENDICULAR, FOR USE AT CURB CUTS WHERE THE PEDESTRIAN’S PATH OF TRAVEL IS ASSUMED 7 7 ADJACENT PAVEMENT ELEVATION. PAR GUTTER SHALL NOT BE OVERLAID. TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED 7 3" MIN.3" MIN. 8 1/4 INCH. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 8 SAWCUT SAWCUT BARS (EPOXY COATED). WHERE PLAN SPECIFIES, DRILL AND GROUT 2 - NO. 4 X 12’’ LONG REINFORCEMENT AND GUTTER EXISTING CURB REINFORCEMENT CURB AND GUTTER FOR USE ON CURB RAMP RETROFITS ACCESS ROUTE (PAR) AT A 2% MAXIMUM. POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN CENTER INTO EXISTING CONCRETE PAVEMENT. DRILL AND GROUT NO. 4 EPOXY-COATED 18" LONG TIE BARS AT 30" CENTER TOMINNESO TA DEP AR T MEN T OF TRANSPORTAT I O N REVISED: APPROVED: 8-6-2014STATE DESIGN ENGINEER STANDARD PLAN 5-297.250 3 OF 5 PEDESTRIAN CURB RAMP DETAILS OPERATIONS ENGINEER REVISION: APPROVED: 8-6-2014 Pedestrian Curb Ramp Details 13 50 OF SHEETShorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 2:15 :35 PM 8/ 6 / 2 0 1 5 K:\ 0 1 4 5 9 - 94 0 \ Ca d \ P la n \ d e t a il - 03 .d g n 3 4 LANDING RAMP LANDING RAMP SURFACE NON-WALKABLE LANDING RAMP SURFACE NON-WALKABLE 4 CONCRETE SURFACE NON-WALKABLE SURFACE NON-WALKABLE 0" CURB HEIGHT. 2 1 2 1 2 2 FLARE 1 1 2 NOTES: IMMOVABLE OBJECT OR OBSTRUCTION. DIRECTION OF TRAFFIC TYPICAL SIDE TREATMENT OPTIONS FULL CURB HEIGHT. 6 WHETHER A SURFACE IS WALKABLE OR NOT SHALL BE DETERMINED BY THE ENGINEER. CURB DESIGN V CURB DESIGN V GRADED FLARES NOSE DETAIL SEE APPROACH APPROACH NOSE DETAIL RETURNED CURB 1’ MINIMUM SURFACE WALKABLE SURFACE WALKABLE CONCRETE FLARE 2 LANDING RAMP CONCRETE 2 1 FLARE 2 SURFACE NON-WALKABLE SURFACE NON-WALKABLE A A1 12 2 SECTION A-A 6"4"TURF VAR. 2’2’ 2’ 2 ’ 7" TOP OF GUTTER GUTTER curb & design v curb 5 SIDEWALK, ADJACENT PROPERTY CONSIDERATIONS, AND MITIGATING CONSTRUCTION IMPACTS. DETERMINE THE RAMP SIDE TREATMENTS BASED ON MAINTENANCE OF BOTH ROADWAY AND AS NEEDED ON ALL RAMPS AS FIELD CONDITIONS DICTATE. THE ENGINEER SHALL SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED 5 FOR DOWNSTREAM SIDE OF TRAFFIC ADJACENT TO WALKABLE SURFACE PAVED FLARES ADJACENT TO NON-WALKABLE SURFACE PAVED FLARES CONCRETE FLARE 33 FLARE GRADED 1:6 FLARE GRADED 1:6 1/2" R. 1:61:6 7 6 6 7 BE PLACED 1’ FROM THE EDGE OF ROADWAY TO PROVIDE VISUAL CONTRAST. IF NO CURB AND GUTTER IS PLACED IN RURAL SECTIONS, DETECTABLE WARNINGS SHALL33 8-10%8-10% 2’ - 3’ FLARE. 8 8 6 6 CURB TAPER CURB TAPER BACK OF CURB CURB TAPER CURB TAPER BACK OF CURB 0" 0" 0" 0" CURB HEIGHT MATCH INPLACE CURB HEIGHT MATCH INPLACE SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. 7 DOMES AND EDGE OF CONCRETE. CONSTRUCTED PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" BETWEEN EDGE OF WHEN NO CONCRETE FLARES ARE PROPOSED, THE CONCRETE WALK SHALL BE FORMED AND (MEASURED AT FRONT FACE OF CURB) 3" MINIMUM CURB HEIGHT, 4" PREFERRED (MEASURED ALONG FLOW LINE) FOR A MIN. 6" LENGTH CURB AND GUTTER DETECTABLE EDGE WITH RADIAL DETECTABLE WARNING RECTANGULAR DETECTABLE WARNING DETECTABLE EDGE WITHOUT CURB AND GUTTER MEASURED ALONG THE RAMPS FROM THE BACK OF CURB. CONCRETE FLARE LENGTHS ADJACENT TO NON-WALKABLE SURFACES SHOULD BE LESS THAN 8’ LONG DETECTABLE EDGE AND THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY STANDARDS. A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT CONSIDERED A AND UNIFORMLY RISES TO A 3-INCH MINIMUM CURB HEIGHT. ANY CURB NOT PART OF EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE DETECTABLE WARNINGS THERE IS ZERO-INCH HIGH CURB. CURB TAPERS ARE CONSIDERED A DETECTABLE VISUALLY IMPAIRED. THIS DETECTABLE EDGE REQUIRES DETECTABLE WARNINGS WHEREVER ALL CONSTRUCTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EDGE FOR THEMINNESO TA DEP AR T MEN T OF TRANSPORTAT I O N REVISED: APPROVED: 8-6-2014STATE DESIGN ENGINEER STANDARD PLAN 5-297.250 4 OF 5 PEDESTRIAN CURB RAMP DETAILS OPERATIONS ENGINEER REVISION: APPROVED: 8-6-2014 Pedestrian Curb Ramp Details 14 50 OF SHEETShorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 2:15 :36 P M 8/ 6 / 2 0 1 5 K:\ 0 1 4 5 9 - 94 0 \ Ca d \ P la n \ d e t a il - 03 .d g n 1 2 3 5 NOTES: END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. EDGE BETWEEN NEW V CURB AND INPLACE STRUCTURE SHALL BE SEALED AND BOND BREAKER SHALL BE USED BETWEEN EXISTING STRUCTURE AND PLACED V-CURB. ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. TOP OF SIDEWALK ELEVATIONS. V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS SURFACE NON-WALKABLE SURFACE NON-WALKABLE FOUNDATION SIGNAL POLE 1’ MIN. STATION BASE PUSH BUTTON PEDESTRIAN 6’’ W 1 2 W 2 1:3 4’’ 4 BUILDING EXISTING1 3 2’’ V CURB ADJACENT TO LANDSCAPE V CURB ADJACENT TO LANDSCAPE TO CONCRETE STRUCTURES CONCRETE WALK EDGES ADJACENT 6’’ 6’’6’’ LANDING RAMP CURB OUTSIDE SIDEWALK LIMITS CURB WITHIN SIDEWALK LIMITS V CURB INTERSECTION V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. CONCRETE CURB DESIGN V H CURB HEIGHT W CURB WIDTH ADJACENT TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. WHERE RIGHT-OF-WAY ALLOWS, USE OF V CURB SHOULD BE MINIMIZED. GRADING WITHIN INTERSECTION CORNER TYPICAL SIDEWALK SECTION 1’’ R. 1’’ R. 1’’ R. 1/2’’ R. 1/2’’ R. WALK EXISTING 1/2’’ R. 1’’ R. H HEIGHT VARIABLE WALK EXISTING 1’’ R. WALK EXISTING 6’’ 6’’ H HEIGHT VARIABLE 6" CONCRETE WALK AGGREGATE BASE 3" MINIMUM CLASS 5 6 7 6 12" 12" 3" LANDING LANDING MAX. 36" 36" MAX. 36" MAX. 36" MAX. 36" MAX. 12" 12" 3" 3" 12" MAX. 36" SIDEWALK REINFORCEMENT 3" 12" HEIGHT H VARIABLE 7 36" MAX. CENTER TO CENTER (EPOXY COATED). WHEN PLAN SPECIFIES, DRILL AND GROUT NO. 4 12" LONG REINFORCEMENT BARS AT WHEN LANDINGS ARE CAST SEPARATELY. BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON THIS SHEET TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, LANDINGS MAY OR BARRIER V CURB ADJACENT TO BUILDINGMINNESO TA DEP AR T MEN T OF TRANSPORTAT I O N REVISED: APPROVED: 2-9-2015STATE DESIGN ENGINEER STANDARD PLAN 5-297.250 5 OF 5 PEDESTRIAN CURB RAMP DETAILS 4 APPROACHING SIDE OF THE GATE ARM. BE PLACED ON THE SIDE OF THE GATES OPPOSITE THE RAIL, 2’ FROM THE WHEN PEDESTRIAN GATES ARE PROVIDED, DETECTABLE WARNING SURFACES SHALL PERPENDICULAR TO THE NEAREST RAIL. IN NO INSTANCE SHALL the DETECTABLE WARNING BE CLOSER THAN 12’ MEASURED MINIMUM TO 15’ MAXIMUM FROM THE NEAREST RAIL. for skewed railways Nearest EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 12’ 5 4 PLAN VIEW RAILROAD CROSSING 4’ 8.5" RAIL NEAREST PEDESTRIAN GATE ARM 2’WARNINGS DETECTABLE 2’ WARNINGS DETECTABLE WALK/PATH WIDTH WARNINGS ENTIRE PLACE DETECTABLE OPERATIONS ENGINEER REVISION: APPROVED: 2-9-2015 Pedestrian Curb Ramp Details 15 50 OF SHEETShorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 2:15 :37 PM 8/ 6 / 2 0 1 5 K:\ 0 1 4 5 9 - 94 0 \ Ca d \ P la n \ d e t a il - 03 .d g n Existing Signal Layout 16 * FOR INFORMATION ONLY * 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ s ig n a l.d g n 8 / 6 / 20 1 5 2 :15 :4 1 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 Existing Signal Layout 17 * FOR INFORMATION ONLY * 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ s ig n a l.d g n 8 / 6 / 20 1 5 2 :3 1 :5 4 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 GUY GUY GUY EBEB E 18" 8" 12" 36" 4" 10" 10" 14" 36" 10" 48" GUY SIGN SIGN SIGN SIGN SIGN SIGNSIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN CB CB CB CB CB E D S S MBMB MB MB MB MB MB garden garden E 8" cmp 18" RCP 24" RCP 42" RC P bit grav grav bit bit bitgravCSBCSB CSB CSB CSB CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER x xx 25560 25480 25440 25575 25565 25525 5 7 0 5 25445 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ r e m-0 1 .dg n 8 / 6 / 20 1 5 2 :5 0 :14 PM DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 12"12" 10" 36" 36" 4" 50" 18" 16" 12"24" 4" SIGN SIGN SIGN SIGN SIGN W S S TMBMB MB MB MB MB MB MB MB garden garden grav bit bit grav bit grav bit bit grav bitCSB CSB CSB CSB CSB CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER x 25380 5 6 7 0 25340 25310 25270 25405 25365 25335 25295 25235 0 30 60 0 30 60 B V HY S C B B B B B B B B B B B B B B B B B V X X X S S V S REMOVE BITUMINOUS PAVEMENT B V HY X LEGEND SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) ADJUST GATE VALVE S C ADJUST MANHOLE CASTING CONSTRUCTION LIMITS REMOVE CONCRETE CURB & GUTTER M M M M M M M M M M Sm ithtow n W ay Authority R egional R ailroad H ennepin C oun ty R o a d E u r e k a Smithtown Road E u r e k a R o a d D r i v e W e d g e w o o d Smithtown Road 18 Existing Conditions / Removal Plan STRUCTURE REMOVE DRAINAGE STRUCTURE REMOVE DRAINAGE MAT CH L I N E S T A. 1 6 + 0 0 MA T CH LI NE S T A. 1 6 + 0 0 MAT CH LI NE S TA . 2 3 + 0 0 SALVAGE MAIL BOX REMOVE SIGN X X REINSTALL POST SALVAGE AND STA. 10+23.2 SMITHTOWN ROAD BEGIN S.A.P. 216-101-005 CS AND GUTTER CONCRETE CURB REMOVE 40’ BITUMINOUS DRIVEWAY REMOVE 940 sq ft BITUMINOUS DRIVEWAY REMOVE 90 sq ft BITUMINOUS DRIVEWAY REMOVE 64 sq ft BITUMINOUS DRIVEWAY REMOVE 135 sq ft BITUMINOUS DRIVEWAY REMOVE 110 sq ft BITUMINOUS DRIVEWAY REMOVE 146 sq ft BITUMINOUS DRIVEWAY REMOVE 133 sq ft BITUMINOUS DRIVEWAY REMOVE 122 sq ft BITUMINOUS DRIVEWAY REMOVE 162 sq ft BITUMINOUS DRIVEWAY REMOVE 164 sq ft CS CS STORM SEWER REMOVE 98’ X X SALVAGE HYDRANT AND VALVE ADJUST CURB BOXCS CLEAR & GRUB (ACRE) STORM SEWER REMOVE 16’ TREES .001 acres CLEAR AND GRUB RETAINING WALL SALVAGE BOULDER SIGN SALVAGE AND REINSTALL CLEAR & GRUB TREE (EACH) THE WORK. TO THE MINIMUM REQUIRED TO COMPLETE 10.THE CONTRACTOR SHALL LIMIT DISTURBED AREA FOR THE SAFETY OF VEHICLES. UNTIL THE NEW STREET ID SIGNS ARE IN PLACE 9. STREET ID SIGNS ARE TO REMAIN IN PLACE UNIT PRICE. CURB SHALL BE INCLUDED IN THE CURB REMOVAL SHALL BE SAWCUT. FULL DEPTH SAWCUTTING OF 8 FOR ALL CURB REMOVALS, THE CONCRETE CURB DRIVEWAY REMOVALS. 7. SAWCUT PAVEMENT (FULL DEPTH) FOR BITUMINOUS SWPPP. CONSTRUCTION ACTIVITIES (MN R100001) AND THE NPDES GENERAL STORM WATER PERMIT FOR 6. THIS PROJECT SHALL BE IN CONFORMANCE WITH UNLESS OTHERWISE NOTED. CONSTRUCTION AT NO ADDITIONAL COMPENSATION, SHRUBS AND LANDSCAPING DURING 5. CONTRACTOR SHALL PROTECT EXISTING TREES, NOTED. AT NO ADDITIONAL COMPENSATION. LANDSCAPING ITEMS UNLESS OTHERWISE 4. PROTECT ALL RETAINING WALLS AND REMOVALS). ENGINEER IN THE FIELD (INCLUDING TREE 3. ALL REMOVALS SHALL BE MARKED BY THE SHALL BE SALVAGED AND REINSTALLED. 2. ALL MAILBOXES DISTURBED DURING CONSTRUCTION REMOVE BITUMINOUS PAVEMENT BID ITEM. 1. BITUMINOUS CURB REMOVAL IS INCIDENTAL TO NOTES: 43 lf CLEAR AND GRUB HEDGE 16 lf CLEAR AND GRUB HEDGE GUY GUY GUY GUY GUY GUY GUY GUY GUY 12"12" 6" 6"8" 8" 6" 24"24" 36" 16" 24" 24" 10" 10" 24" 24" SIGN SIGN SIGN SIGNS S S T T MB MB MBMB TB 12" rcp 8" cpm 1 0 " r c p gravel12"12" 6" 6" 6" 6"6" 12" 7" CSB CSB CSB edge of vegetation edge of vegetati on CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER 1 8" arch c mp x 25180 5 6 5 5 25040 5 7 2 0 24575 25015 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ r e m-0 2 .d g n 8 / 6 / 20 1 5 2 :5 0 :20 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 GUY GUY GUY 24"36" 24" 10" 20" 30"GUY 6" 14"14"14" 24" 24" 6"6" 8" 12" 30" SIGN SIGN SIGNSIGN W CB S S MB MB MB MB MB MB MB MB GSV 12" cmp 10" cmp 15" rcp 10" cmp 10" cmp 10" cmp 10" cmp 10" cmp dt fes bit bit grav bit grav grav bit garden 18" 18" CSB CSB CSB CSBCSB CSB CSB CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER 984.94 985.49 15" rcp bit CSB GUY GSV S SIGN sign SIGN MB MB 8 22 12 4 6 4 4 22 26 T T T T mulch SB1 in=974.70 in=975.00 tc=987.98 57 2 0 57 1 5 24930 24860 24800 25005 24945 24905 24845 0 30 60 0 30 60 12" M M M M M X S B B B B S Smithtown Road D r i v e F a i rw a y S ta r L a n e Smithtown Road 19 Existing Conditions / Removal Plan MATC H L I NE S TA. 2 3 + 0 0 MATC H L I NE S T A. 3 0 + 0 0 MAT CH LI NE S TA . 3 0 + 0 0 MA T CH LI NE S T A. 3 7 + 0 0 (BY OTHERS) RELOCATE POLE (BY OTHERS) RELOCATE POLE (BY OTHERS) RELOCATE POLE (BY OTHERS) RELOCATE POLE PIPE REMOVE 22’ CULVERT PIPE REMOVE 20’ CULVERT PIPE REMOVE 22’ CULVERT C PIPE REMOVE 20’ CULVERT BITUMINOUS DRIVEWAY REMOVE 180 sq ft BITUMINOUS DRIVEWAY REMOVE 112 sq ft BITUMINOUS DRIVEWAY REMOVE 134 sq ft BITUMINOUS DRIVEWAY REMOVE 80 sq ft BITUMINOUS DRIVEWAY REMOVE 100 sq ft TREES 0.012 acres CLEAR AND GRUB TREES 0.013 acres CLEAR AND GRUB TREES 0.002 acres CLEAR AND GRUB TREES 0.008 acres CLEAR AND GRUB 12" SIDEWALK REMOVE 9 sq ft REMOVE BITUMINOUS PAVEMENT B V HY X LEGEND SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) ADJUST GATE VALVE S C ADJUST MANHOLE CASTING CONSTRUCTION LIMITS REMOVE CONCRETE CURB & GUTTER M SALVAGE MAIL BOX REMOVE SIGN SALVAGE HYDRANT AND VALVE ADJUST CURB BOXCS CLEAR & GRUB (ACRE) CLEAR & GRUB TREE (EACH) THE WORK. TO THE MINIMUM REQUIRED TO COMPLETE 10.THE CONTRACTOR SHALL LIMIT DISTURBED AREA FOR THE SAFETY OF VEHICLES. UNTIL THE NEW STREET ID SIGNS ARE IN PLACE 9. STREET ID SIGNS ARE TO REMAIN IN PLACE UNIT PRICE. CURB SHALL BE INCLUDED IN THE CURB REMOVAL SHALL BE SAWCUT. FULL DEPTH SAWCUTTING OF 8 FOR ALL CURB REMOVALS, THE CONCRETE CURB DRIVEWAY REMOVALS. 7. SAWCUT PAVEMENT (FULL DEPTH) FOR BITUMINOUS SWPPP. CONSTRUCTION ACTIVITIES (MN R100001) AND THE NPDES GENERAL STORM WATER PERMIT FOR 6. THIS PROJECT SHALL BE IN CONFORMANCE WITH UNLESS OTHERWISE NOTED. CONSTRUCTION AT NO ADDITIONAL COMPENSATION, SHRUBS AND LANDSCAPING DURING 5. CONTRACTOR SHALL PROTECT EXISTING TREES, NOTED. AT NO ADDITIONAL COMPENSATION. LANDSCAPING ITEMS UNLESS OTHERWISE 4. PROTECT ALL RETAINING WALLS AND REMOVALS). ENGINEER IN THE FIELD (INCLUDING TREE 3. ALL REMOVALS SHALL BE MARKED BY THE SHALL BE SALVAGED AND REINSTALLED. 2. ALL MAILBOXES DISTURBED DURING CONSTRUCTION REMOVE BITUMINOUS PAVEMENT BID ITEM. 1. BITUMINOUS CURB REMOVAL IS INCIDENTAL TO NOTES: GUY GUY 12"10" 6" 36" 26" 20" 8" SIGN SIGN SIGN SIGN SIGN SIGN SIGN CB S S S ST MB MB MB MBMB MB GPGP bit grav bit grav bit grav bit bit grav CSB CSB CSB CSB CSBCTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER 57 1 0 57 05 24680 24650 24620 24785 24725 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ r e m-0 3 .d g n 8 / 6 / 20 1 5 2 :5 0 :26 PM DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 GUYGUY GUY 14" 12" 8" 38" 14" 14" 14" 14" 12"12" 12" 14"SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN CB CB CB CB CB CB S S S S T T T T MBMB MB MB MB MB TB TB TB TB SIG HH HH CTB HH SIG FPFPFP CSB CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL BUR CTL BUR CTL BUR CTL BUR CTL BUR CTL BUR xx 24590 24560 24530 24470 24450 56 80 24575 0 30 60 M M M M B B B B B B B B B B B B BB B B V V S S S S R oa d C h r is t o p h er Smithtown Road Smithtown Road R oa d C o un rty C lu b C lu b L a n e Existing Conditions / Removal Plan 20 MAT CH L I N E S T A. 3 7 + 0 0 MATC H L I NE S T A. 4 4 + 0 0 MAT CH L I N E S T A. 4 4 + 0 0 (BY OTHERS) RELOCATE POLE (BY OTHERS) RELOCATE POLE (BY OTHERS) RELOCATE POLE (BY OTHERS) RELOCATE POLE S REINSTALL POST SALVAGE AND REINSTALL POST SALVAGE AND C (BY OTHERS) ADJUST HAND HOLE (BY OTHERS) RELOCATE SIGNAL STA 50+57.5 SMITHTOWN ROAD END S.A.P. 216-101-005 B B BITUMINOUS DRIVEWAY REMOVE 103 sq ft BITUMINOUS DRIVEWAY REMOVE 85 sq ft BITUMINOUS DRIVEWAY REMOVE 108 sq ft BITUMINOUS DRIVEWAY REMOVE 240 sq ft TREES 0.007 acres CLEAR AND GRUB TREES 0.020 acres CLEAR AND GRUB TREES 0.020 acres CLEAR AND GRUB LEGEND X TREES 0.020 acres CLEAR AND GRUB CONCRETE WALK REMOVE 300 sq ft S REMOVE BITUMINOUS PAVEMENT B V HY X SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) ADJUST GATE VALVE S C ADJUST MANHOLE CASTING CONSTRUCTION LIMITS REMOVE CONCRETE CURB & GUTTER M SALVAGE MAIL BOX REMOVE SIGN SALVAGE HYDRANT AND VALVE ADJUST CURB BOXCS CLEAR & GRUB (ACRE) CLEAR & GRUB TREE (EACH) S AND GUTTER CONCRETE CURB REMOVE 18’ AND GUTTER CONCRETE CURB REMOVE 40’ AND GUTTER CONCRETE CURB REMOVE 45’ THE WORK. TO THE MINIMUM REQUIRED TO COMPLETE 10.THE CONTRACTOR SHALL LIMIT DISTURBED AREA FOR THE SAFETY OF VEHICLES. UNTIL THE NEW STREET ID SIGNS ARE IN PLACE 9. STREET ID SIGNS ARE TO REMAIN IN PLACE UNIT PRICE. CURB SHALL BE INCLUDED IN THE CURB REMOVAL SHALL BE SAWCUT. FULL DEPTH SAWCUTTING OF 8 FOR ALL CURB REMOVALS, THE CONCRETE CURB DRIVEWAY REMOVALS. 7. SAWCUT PAVEMENT (FULL DEPTH) FOR BITUMINOUS SWPPP. CONSTRUCTION ACTIVITIES (MN R100001) AND THE NPDES GENERAL STORM WATER PERMIT FOR 6. THIS PROJECT SHALL BE IN CONFORMANCE WITH UNLESS OTHERWISE NOTED. CONSTRUCTION AT NO ADDITIONAL COMPENSATION, SHRUBS AND LANDSCAPING DURING 5. CONTRACTOR SHALL PROTECT EXISTING TREES, NOTED. AT NO ADDITIONAL COMPENSATION. LANDSCAPING ITEMS UNLESS OTHERWISE 4. PROTECT ALL RETAINING WALLS AND REMOVALS). ENGINEER IN THE FIELD (INCLUDING TREE 3. ALL REMOVALS SHALL BE MARKED BY THE SHALL BE SALVAGED AND REINSTALLED. 2. ALL MAILBOXES DISTURBED DURING CONSTRUCTION REMOVE BITUMINOUS PAVEMENT BID ITEM. 1. BITUMINOUS CURB REMOVAL IS INCIDENTAL TO NOTES: XX SIDEWALK REMOVE 9 sq ft 18 lf CLEAR AND GRUB HEDGE GUY GUY GUY EBEB E 18" 8" 12" 36" 4" 10" 10" 14" 36" 10" 48" GUY SIGN SIGN SIGN SIGN SIGN SIGNSIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN CB CB CB CB CB E D S S MBMB MB MB MB MB MB garden garden E 8" cmp 18" RCP 24" RCP 42" RC P bit grav grav bit bit bitgravCSBCSB CSB CSB CSB CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER 25560 25480 25440 25575 25565 25525 5 7 0 5 25445 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ e r o - 01 .d g n 8 / 6 / 20 1 5 2 :5 0 :32 PM DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 12"12" 10" 36" 36" 4" 50" 18" 16" 12"24" 4" SIGN SIGN SIGN SIGN SIGN W S S TMBMB MB MB MB MB MB MB MB garden garden grav bit bit grav bit grav bit bit grav bitCSB CSB CSB CSB CSB CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER 25380 5 6 7 0 25340 25310 25270 25405 25365 25335 25295 25235 0 30 60 0 30 60 I I I I I I I I I I I I I I Smithtown Road E u r e k a R o a d Smithtow n W ay A uthority R egion al R ailroad Henn epin C oun ty R o a d E u r e k a Smithtown Road D r i v e W e d g e w o o d Erosion Control / Turf Establishment Plan STA. 10+23.2 SMITHTOWN ROAD BEGIN S.A.P. 216-101-005 MAT CH LI NE S EE LO WER LE F T MAT CH L I N E S E E UP P E R R I GH T MA T CH LI NE S EE S HE E T 21 2 2 I I I I I I 6. TREE FURNISH & INSTALL SHALL BE DIRECTED BY THE ENGINEER IN THE FILED. THE ENGINEER IN THE FIELD. 5. FILTER LOG ADJACENT TO THE ROADWAY TO BE INSTALLED AS DIRECTED BY PRIOR TO START OF CONSTRUCTION ACTIVITY. 4. PERIMETER CONTROL MUST BE IN PLACE AND APPROVED BY THE ENGINEER OCCUR WITHIN THAT 14 DAY TIME FRAME. HAS CEASED, TEMPORARY STABILIZATION BMP’S MUST BE SCHEDULED TO WITHIN 14 DAYS AFTER CONSTRUCTION ACTIVITY IN THE DISTURBED AREA 3. IN THE EVENT THAT PERMANENT STABILIZATION CANNOT BE IMPLEMENTED ESTABLISHMENT WHENEVER POSSIBLE. 2. STABILIZATION OF DISTURBED AREAS SHALL BE DONE BY PERMANENT TURF WITHIN 24 HOURS, OR AS OFTEN AS NEEDED TO ENSURE PUBLIC SAFETY. AND PASSABLE AT ALL TIMES. ANY SEDIMENT OR DEBRIS SHALL BE REMOVED 1. ALL STREETS IN AND ADJACENT TO THE PROJECT SHALL REMAIN CLEAN NOTES:I TYPE 6 HYDROMULCH TYPE 3 FERTILIZER @ 350 lbs/acre AND - Mn/DOT SEED MIX 35-241 @ 36.5 lbs/acre WITH CONTROL BLANKET 3B (NATURAL NET) TYPE 3 FERTILIZER @ 350 lbs/acre AND EROSION - Mn/DOT SEED MIX 25-261 @ 35 lbs/acre WITH TYPE 6 HYDROMULCH TYPE 3 FERTILIZER @ 350 lbs/acre AND - Mn/DOT SEED MIX 25-151 @ 120 lbs/acre WITH CONTROL BLANKET 3B (NATURAL NET) TYPE 3 FERTILIZER @ 350 lbs/acre AND EROSION - Mn/DOT SEED MIX 25-151 @ 120 lbs/acre WITH - INLET PROTECTION - FILTER LOG (BIO ROLL) GUY GUY GUY GUY GUY GUY GUY GUY GUY 12"12" 6" 6"8" 8" 6" 24"24" 36" 16" 24" 24" 10" 10" 24" 24" SIGN SIGN SIGN SIGNS S S T T MB MB MBMB TB 12" rcp 8" cpm 1 0 " r c p gravel12"12" 6" 6" 6" 6"6" 12" 7" CSB CSB CSB edge of vegetation edge of vegetati on CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER 1 8" arch c mp 982.97 982.77 15 " c mp 18" cmp983.68 983.66 25180 5 6 5 5 25040 5 7 2 0 24575 25015 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ e r o - 02 .d g n 8 / 6 / 20 1 5 2 :5 0 :38 PM DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 GUY GUY GUY 24"36" 24" 10" 20" 30"GUY 6" 14"14"14" 24" 24" 6"6" 8" 12" 30" SIGN SIGN SIGNSIGN W CB S S MB MB MB MB MB MB MB MB GSV 12" cmp 10" cmp 15" rcp 10" cmp 10" cmp 10" cmp 10" cmp 10" cmp dt fes bit bit grav bit grav grav bit garden 18" 18" CSB CSB CSB CSBCSB CSB CSB CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER 984.94 985.49 15" rcp bit CSB GUY GSV S SIGN sign SIGN MB MB 8 22 12 4 6 4 4 22 26 T T T T mulch SB1 in=974.70 in=975.00 tc=987.98 BOP Sta = 1+00.00 2+00 57 2 0 57 1 5 24930 24860 24800 25005 24945 24905 24845 0 30 60 0 30 60 I I Smithtown Road D r i v e F a i rw a y Smithtown RoadS ta r L a n e Erosion Control / Turf Establishment Plan 22 MATC H L I NE S E E S HEE T MAT CH LI NE S EE UP P ER RI GH T MAT CH L I N E S E E L OWE R L E F T 2 1 2 3 MA T CH L I NE S E E S HE E T I FILTER LOG DITCH CHECK FILTER LOG DITCH CHECK FILTER LOG DITCH CHECK Mn/DOT SEED MIXTURE 34-270 @ 12 lbs/acre SEED THIS DISTURBED AREA WITH SILT SENCE SILT SENCE 6. TREE FURNISH & INSTALL SHALL BE DIRECTED BY THE ENGINEER IN THE FILED. THE ENGINEER IN THE FIELD. 5. FILTER LOG ADJACENT TO THE ROADWAY TO BE INSTALLED AS DIRECTED BY PRIOR TO START OF CONSTRUCTION ACTIVITY. 4. PERIMETER CONTROL MUST BE IN PLACE AND APPROVED BY THE ENGINEER OCCUR WITHIN THAT 14 DAY TIME FRAME. HAS CEASED, TEMPORARY STABILIZATION BMP’S MUST BE SCHEDULED TO WITHIN 14 DAYS AFTER CONSTRUCTION ACTIVITY IN THE DISTURBED AREA 3. IN THE EVENT THAT PERMANENT STABILIZATION CANNOT BE IMPLEMENTED ESTABLISHMENT WHENEVER POSSIBLE. 2. STABILIZATION OF DISTURBED AREAS SHALL BE DONE BY PERMANENT TURF WITHIN 24 HOURS, OR AS OFTEN AS NEEDED TO ENSURE PUBLIC SAFETY. AND PASSABLE AT ALL TIMES. ANY SEDIMENT OR DEBRIS SHALL BE REMOVED 1. ALL STREETS IN AND ADJACENT TO THE PROJECT SHALL REMAIN CLEAN NOTES: I TYPE 6 HYDROMULCH TYPE 3 FERTILIZER @ 350 lbs/acre AND - Mn/DOT SEED MIX 35-241 @ 36.5 lbs/acre WITH CONTROL BLANKET 3B (NATURAL NET) TYPE 3 FERTILIZER @ 350 lbs/acre AND EROSION - Mn/DOT SEED MIX 25-261 @ 35 lbs/acre WITH TYPE 6 HYDROMULCH TYPE 3 FERTILIZER @ 350 lbs/acre AND - Mn/DOT SEED MIX 25-151 @ 120 lbs/acre WITH CONTROL BLANKET 3B (NATURAL NET) TYPE 3 FERTILIZER @ 350 lbs/acre AND EROSION - Mn/DOT SEED MIX 25-151 @ 120 lbs/acre WITH - INLET PROTECTION - FILTER LOG (BIO ROLL) GUY GUY 12"10" 6" 36" 26" 20" 8" SIGN SIGN SIGN SIGN SIGN SIGN SIGN CB S S S ST MB MB MB MBMB MB GPGP bit grav bit grav bit grav bit bit grav CSB CSB CSB CSB CSBCTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER 57 1 0 57 05 24680 24650 24620 24785 24725 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ e r o - 03 .d g n 8 / 6 / 20 1 5 2 :5 0 :45 PM DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 GUYGUY GUY 14" 12" 8" 38" 14" 14" 14" 14" 12"12" 12" 14"SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN CB CB CB CB CB CB S S S S T T T T MBMB MB MB MB MB TB TB TB TB SIG HH HH CTB HH SIG FPFPFP CSB CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL BUR CTL BUR CTL BUR CTL BUR CTL BUR CTL BUR 24590 24560 24530 24470 24450 56 80 24575 0 30 60 I I I I I I I I I I I I R oa d C h r is t o p h er Smithtown Road C lu b L a n e Smithtown Road R o a d C ou n rty C lu b Erosion Control / Turf Establishment Plan STA 50+57.5 SMITHTOWN ROAD END S.A.P. 216-101-005 23 MA T CH LI NE S EE S HE E T 2 2 MATC H LI NE S EE LO WER LE F T MATC H L I NE S E E U P P E R R I GH T I TYPE 6 HYDROMULCH TYPE 3 FERTILIZER @ 350 lbs/acre AND - Mn/DOT SEED MIX 35-241 @ 36.5 lbs/acre WITH CONTROL BLANKET 3B (NATURAL NET) TYPE 3 FERTILIZER @ 350 lbs/acre AND EROSION - Mn/DOT SEED MIX 25-261 @ 35 lbs/acre WITH TYPE 6 HYDROMULCH TYPE 3 FERTILIZER @ 350 lbs/acre AND - Mn/DOT SEED MIX 25-151 @ 120 lbs/acre WITH CONTROL BLANKET 3B (NATURAL NET) TYPE 3 FERTILIZER @ 350 lbs/acre AND EROSION - Mn/DOT SEED MIX 25-151 @ 120 lbs/acre WITH - INLET PROTECTION - FILTER LOG (BIO ROLL) 6. TREE FURNISH & INSTALL SHALL BE DIRECTED BY THE ENGINEER IN THE FILED. THE ENGINEER IN THE FIELD. 5. FILTER LOG ADJACENT TO THE ROADWAY TO BE INSTALLED AS DIRECTED BY PRIOR TO START OF CONSTRUCTION ACTIVITY. 4. PERIMETER CONTROL MUST BE IN PLACE AND APPROVED BY THE ENGINEER OCCUR WITHIN THAT 14 DAY TIME FRAME. HAS CEASED, TEMPORARY STABILIZATION BMP’S MUST BE SCHEDULED TO WITHIN 14 DAYS AFTER CONSTRUCTION ACTIVITY IN THE DISTURBED AREA 3. IN THE EVENT THAT PERMANENT STABILIZATION CANNOT BE IMPLEMENTED ESTABLISHMENT WHENEVER POSSIBLE. 2. STABILIZATION OF DISTURBED AREAS SHALL BE DONE BY PERMANENT TURF WITHIN 24 HOURS, OR AS OFTEN AS NEEDED TO ENSURE PUBLIC SAFETY. AND PASSABLE AT ALL TIMES. ANY SEDIMENT OR DEBRIS SHALL BE REMOVED 1. ALL STREETS IN AND ADJACENT TO THE PROJECT SHALL REMAIN CLEAN NOTES: 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ t yp ic a l- 01 .d g n 8 / 6 / 20 1 5 2 :5 0 :51 PM DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 2" B618 Concrete Curb & Gutter " R. 3" R. 3" R. " R. "/ft SLOPE 1 3 " 6 " 7 " 8"18" Concrete Curb & Gutter at Driveways Replacement Bituminous Driveway TO EXCEED 2.0% MAXIMUM SIDEWALK SLOPE NOT NOTE: S.A.P. 216-116-001 Smithtown Road Patch Section Typical Bituminous Roadway 4" Concrete Walk 12" APPROVED SUBGRADE (VERIFY)(INCIDENTAL) CRUSHED LIMESTONE) 8" AGGREGATE BASE , CLASS 5 (100% COURSE MIXTURE (2,C) SPNWB230C (PG 58-34) 3" TYPE SP 12.5 BITUMINOUS NON WEARING 2357 BITUMINOUS TACK COAT COURSE MIXTURE (2,C) SPNWB230C (PG 58-34) 3" TYPE SP 12.5 BITUMINOUS NON WEARING 2357 BITUMINOUS TACK COAT COURSE MIXTURE (2,C) SPWEB240C (PG 58-34) 2" TYPE SP 12.5 BITUMINOUS WEARING Sta. 10+23.2 to Sta. 50+57.5 CURB & GUTTER B618 CONCRETE VARIES 4’11’ > Roadway VARIES 2’11’ ALIGNMENT > 13’ 24 1.5’ (FULL DEPTH) SAW CUT 6’2’ 3:1 MAX. 3: 1 MAX. CROSS SLOPE SEE PLANS FOR SEE INSET "A"SEE INSET "B" INSET A INSET B R/W P/E OR R/W P/E OR (SEE SPECIFICATION) AND SOD OR SEED 6" TOPSOIL BORROW (100% CRUSHED LIMESTONE) 6" AGGREGATE BASE, CLASS 5 4" CONCRETE D W FromStation ToStation ft) W, *(D Dimension TrenchFilter Comments 1 AreaDrainage 1023.2 1050 1120 1157 4’ *1.5’ 1175 1264 4’ *1.5’ 1275 1340 4’ *1.5’ 1375 1455 swale. enhanced to waterDiverting 1465 1531 swale. enhanced to waterDiverting 1545 1680 swale. enhanced to waterDiverting 1695 1800 swale. enhanced to waterDiverting 1800 1860 1.5’*4 1873 1890 1.5’*4’ 1910 1994 1.5’*4’ 2014 2050 AmendmentSoil Blanket Compost2" Subtotal 2 AreaDrainage 2050 2134 2270 2600 1’*2.5’ 2600 2725 2725 3000 1’*2.5’ 3000 3042 1’*2.5’ 3060 3085 1’*2.5’ 3102 3211 1’*2.5’ 3128 3288 1’*2.5’ 3303 3454 1’*2.5’ 3473 3635 1’*2.5’ Bioswale Circle Lane/StarStar Volume Bio-Swale Circle Lane/StarStar Subtotal 3 AreaDrainage 3635 3715 1.5’*2.75’ 3738 3832 1.5’*2.75’ 3856 3873 1.5’*2.75’ 3885 3937 1.5’*2.75’ 3952 4105 1.5’*2.75’ 4139 4200 1.5’*2.75’ 4200 4500 4500 4925 1.5’*2.75’ 4950 5033 1.5’*2.75’ AmendmentSoil Blanket Compost2" Subtotal Total Schedule. Credit Abstraction Volume MCWD A: Appendix identified allowance credit amendment soil and Filtration the on based is credit volume Provided 1 APPROVED SUBGRADE LIMESTONE) (INCIDENTAL) 6" AGGREGATE BASE, CLASS 5 (100% CRUSHED (2,C) SPWEA240C (PG 58-34) 3" TYPE SP 9.5 BITUMINOUS WEAR COURSE MIX Typical Section THICK AT COMMERCIAL DRIVEWAYS. DRIVEWAYS AND PEDESTRIAN CURB RAMPS AND 8" CONCRETE WALK IS TO BE 6" THICK AT RESIDENTIAL NOTE: LINE 4" SOLID WHITE EDGE LINE 4" SOLID WHITE EDGEYELLOW 4" DOUBLE SOLID PVC DRAINTILE 4" PERFORATED 30% Mn/DOT GRADE 2 COMPOST 70% SAND 6" ENGINEERED SOIL 1" CLEAR ROCK GEOTEXTILE FABRIC WRAP ROCK WITH Filter Trench Tabulation 5’ PVC DRAINTILE 6" PERFORATED 10" EQUAL ROCK OR APPROVED WASHED RIVER 1" MINUS FABRIC Mn/DOT TYPE 1 NON WOVEN GEOTEXTILE TOP ONLY WITH WRAP SIDES AND TRENCH TO BE 5’ WIDE x 10" DEEP x 85’ LONG (to be paid for as 4" perforated pvc pipe drain) Filter Trench Detail (to be paid for as 6" perforated pvc pipe drain) Rock Trench Detail BOP St a = 1 0 +0 0 . 0 0 0 0 PT S t a = 10 +17 . 02 3 8 11+00 12+00 13+00 14+00 15+00 16+00 GUY GUY GUY EBEB E 18" 8" 12" 36" 4" 10" 10" 14" 36" 10" 48" GUY SIGN SIGN SIGN SIGN SIGN SIGNSIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN CB CB CB CB CB E D S S MBMB MB MB MB MB MB garden garden E 8" cmp 18" RCP 24" RCP 42" RC P bit grav grav bit bit bitgravCSBCSB CSB CSB CSB CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CSB SIGN GUY GUY SIGN GP CB CB CTL - BUR CTL - BUR CTL - BUR CTL - BUR CTL - BUR CTL - BUR CTL - BUR CTL - BUR CTL - BUR CTL - AER CTL - AER CTL - AER CTL - AER CTL - AER CTL - AER CTL - AER CTL - AER CTL - BUR CTL - BUR CTL - BUR CTL - BUR CTL - BUR CTL - BUR CTL - BUR CT L - B UR CTL - BUR CTL - BUR CTL - BUR CTL - BUR CTL - BUR CTL - BUR GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GAS GAS GAS XCEL - AER XCEL - AER XCEL - AER XCEL - AER XCEL - AER XCEL - AER XCEL - AER XCEL - AER XCEL - AER XCEL - AER XCEL - AER XCEL - AER XC EL - AER X CEL - AER XCE L - AE R 25560 25480 25440 25575 25565 25525 5 7 0 5 25445 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ p lan - 0 1 .d g n 8 / 6 / 20 1 5 2 :5 1 :0 1 PM DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 MW .P.I.D "61 48" DIA. MH TC=970.00 13.67’ RT STA. 13+09 48" DIA. MH TC=966.27 13.67’ RT STA. 11+23 48" DIA. MH TC=974.84 3.67’ RT STA. 14+06 48" DIA. MH TC=972.90 3.67’ RT STA. 13+69 48" DIA. MH TC=968.98 3.67’ RT STA. 13+09 48" DIA. MH TC=966.35 3.67’ RT STA. 11+23 9 6 2 . 2 7 @ 1.37% 77’- 24" RCP CL III @ 2.00% 10’- 24" RCP CL III @ 1.18% 109’- 21" RCP CL III @ 2.00% 10’- 21" RCP CL III @ 2.33% 60’- 15" RCP CL V9 6 4 . 8 2 @ 3.00% 37’- 12" RCP CL V 969.29 @ 5.50% 204’- 12" RCP CL V WITH SAFFLE BAFFLE 48" DIA. MH TC=966.27 13.67’ RT STA. 12+00 OF ROCK TRENCH 962.50 BOTTOM @ 0.00% 85’- 6" PERFORATED PVC 5’- 6" PVC @ 0.00% AND 960.33sump 962.75 6" pvc 963.33 963.53ne 9 6 2 . 0 7 n 9 6 2 . 6 7 9 6 5 . 0 2 9 6 5 . 4 2 e 966.82w 967.96s 968.18e -1.84%-1.25%-0.75%-0.70%-0.87%0.57%0.92%1.23%1.52%2.05%2.72%3.86%4.59%4.95%5.09%5.11%5.51%5.79%5.45% 6.01%6.20% 6.11%5.29%5.12% 9 6 7 . 9 8 9 6 7 . 2 0 9 6 6 . 8 4 9 6 6 . 7 7 9 6 7 . 3 0 9 6 8 . 2 0 9 6 9 . 8 4 9 7 2 . 2 2 9 7 4 . 7 7 9 7 7 . 6 0 9 8 0 . 4 6 9 8 3 . 5 4 9 8 6 . 1 4 9 6 7 . 9 8 9 6 7 . 2 0 9 6 6 . 8 4 9 6 6 . 7 7 9 6 7 . 3 0 9 6 8 . 2 0 9 6 9 . 8 4 9 7 2 . 2 2 9 7 4 . 7 7 9 7 4 . 7 7 9 8 0 . 4 6 9 8 3 . 5 4 9 8 6 . 1 4 10+00 11+00 12+00 13+00 14+00 15+00 16+00 @ 2.00% 25’- 12" RCP CL V 969.00 9 6 8 . 5 0 2x3 CB TC=966.40 3.67’ RT STA. 11+36 @ 2.00% 10’- 12" RCP CL V 9 6 2 . 0 7 n 9 6 2 . 6 7 962.90 48" DIA. MH TC=973.53 30.80’ RT STA. 13+69 48" DIA. MH TC=972.50 32.8’ RT STA. 13+44 @ 2.00% 27’- 15" RCP CL V 966.82w 967.96s 968.18e 0 30 60 MAT CH LI NE S TA . 1 6 + 0 0 MA T CH L I NE S T A. 1 6 + 0 0 @ SAW CUT EXISTING PROFILE Smithtown Road Sm ithtow n W ay E u r e k a R o a d R o a d E u r e k a Construction Plan Authority R egion al R ail H ennepin C oun ty STA. 10+23.2 SMITHTOWN ROAD BEGIN S.A.P. 216-101-005 CURB & GUTTER B618 CONCRETE WALK 6’ CONCRETE @ BACK OF CURB 25’ R. @ BACK OF CURB 30’ R. @ BACK OF CURB 30’ R. 25 (INCIDENTAL) STORM SEWER STRUCTURE TO ENSURE DRAINAGE TO GRADE BOULEVARD AREA EXISTING 24" STORM SEWER 50055008 5006 5007 5009 5010 5011 50125014 5013 5005 5008 5009 5010 501150135014 5006 5007 5008 5014 5012 5’ CURB TRANSITION 5’ CURB TRANSITION (SEE DETAIL) WALL AS DIRECTED BY THE ENGINEER AND INSTALL NEW BOULDER RETAINING REINSTALL BOULDER RETAINING WALL 8. SEE SPECIFICATION FOR TREE REPLACEMENTS. THE ENGINEER (SEE SPECIFICATION). 7. REINSTALL SALVAGED MAILBOXES AS DIRECTED BY TOP SOIL FOR RE USE BEHIND CONCRETE WALK.3 6. THE CONTRACTOR SHALL SALVAGE AND STOCKPILE ALL 5. SEE SHEETS - FOR PEDESTRIAN CURB RAMP PLANS. (INCIDENTAL). TO VERIFY THEIR EXACT LOCATION AND ELEVATION APPROXIMATE IT IS THE CONTRACTORS RESPONSIBILITY 4. THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 3. CONTRACTOR SHALL PROTECT EXISTING UTILITIES 2. SEE SHEETS - FOR REMOVALS. FIELD BY THE ENGINEER. 1. DRIVEWAY REPLACEMENT LIMITS WILL BE MARKED IN THE NOTES: 18 20 4645 CONSTRUCTION LIMITS CONSTRUCTION LIMITS THE RIGHT OF WAY ENSURE WORK REMAINS WITHIN CONSTRUCTION METHODS TO CONTRACTOR TO USE SPECIAL DEEP (INCIDENTAL) DRIVEWAY SWALE 2" (SEE DETAIL) SYSTEM 85’ LONG INFILTRATION ROCK STORAGE GATE VALVE HYDRANT & INSTALL SALVAGED STA. 13+25, 19.67’ RT (SEE DETAIL) FILTER TRENCH EASEMENT PERM. R/W OR (SEE DETAIL) FILTER TRENCH SEWER EXISTING STORM CONNECT TO 12"12" 10" 36" 36" 4" 50" 18" 16" 12"24" 4" SIGN SIGN SIGN SIGN SIGN W S S TMBMB MB MB MB MB MB MB MB garden garden grav bit bit grav bit grav bit bit grav bitCSB CSB CSB CSB CSB CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER 25380 5 6 7 0 25340 25310 25270 25405 25365 25335 25295 25235 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ p lan - 0 2 .d g n 8 / 6 / 20 1 5 2 :5 1 :0 9 PM DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 MW .P.I.D "61 48" DIA. MH TC=991.59 13.67’ RT STA. 18+40 2x3 CB TC=991.31 3.67’ RT STA. 18+50 48" DIA. MH TC=991.19 3.67’ RT STA. 18+40 48" DIA. MH TC=986.14 13.67’ RT STA. 16+09 @ 3.00% 230’- 12" RCP CL V 987.81 9 8 7 . 6 1 9 8 7 . 4 1 @ 2.00% 10’- 12" RCP CL V @ 2.00% 10’- 12" RCP CL V 980.51n 982.74 4.24%3.77%2.99%2.34%1.39%1.25%1.53%1.59%1.53%1.18%1.55%1.38%1.41%1.71%2.01%2.17%2.00%1.53%-0.36%-0.78%-2.80% -3.43% -3.71% -3.56% -2.82% -2.56%-2.03%-1.91% 9 8 6 . 1 4 9 8 8 . 1 5 9 8 9 . 4 8 9 9 0 . 1 4 9 9 0 . 9 2 9 9 1 . 6 0 9 9 2 . 3 3 9 9 3 . 1 1 9 9 4 . 1 5 9 9 5 . 0 4 9 9 4 . 7 5 9 9 3 . 2 0 9 9 1 . 3 8 9 9 0 . 0 3 9 8 9 . 0 5 9 8 6 . 1 4 9 8 8 . 1 5 9 8 9 . 4 8 9 9 0 . 1 4 9 9 0 . 9 2 9 9 1 . 6 0 9 9 2 . 3 3 9 9 3 . 1 1 9 9 4 . 1 5 9 9 5 . 0 4 9 9 4 . 7 5 9 9 3 . 2 0 9 9 1 . 3 8 9 9 0 . 0 3 9 8 9 . 0 5 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 982.74 @ 2.00% 10’- 12" RCP CL V 2X3 CB TC=986.24 3.67’ RT STA. 16+09 980.51n 982.74 0 30 60 Smithtown Road D r i v e W e d g e w o o d MA T CH LI NE S T A, 2 3 + 0 0 MATC H L I NE S T A. 2 3 +0 0 MATC H LI NE S TA. 1 6 + 0 0 MATC H L I NE S TA. 1 6 +0 0 @ SAW CUT EXISTING PROFILE Construction Plan DITCH PROFILE 26 CURB & GUTTER B618 CONCRETE WALK 6’ CONCRETE CONSTRUCTION BEGIN DITCH STA. 22+70 50005001 50025004 5003 500050015002 5004 5003 5004 8. SEE SPECIFICATION FOR TREE REPLACEMENTS. THE ENGINEER (SEE SPECIFICATION). 7. REINSTALL SALVAGED MAILBOXES AS DIRECTED BY TOP SOIL FOR RE USE BEHIND CONCRETE WALK.3 6. THE CONTRACTOR SHALL SALVAGE AND STOCKPILE ALL 5. SEE SHEETS - FOR PEDESTRIAN CURB RAMP PLANS. (INCIDENTAL). TO VERIFY THEIR EXACT LOCATION AND ELEVATION APPROXIMATE IT IS THE CONTRACTORS RESPONSIBILITY 4. THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 3. CONTRACTOR SHALL PROTECT EXISTING UTILITIES 2. SEE SHEETS - FOR REMOVALS. FIELD BY THE ENGINEER. 1. DRIVEWAY REPLACEMENT LIMITS WILL BE MARKED IN THE NOTES: 18 20 4645 CONSTRUCTION LIMITS CONSTRUCTION LIMITS (SEE DETAIL) FILTER TRENCH (SEE DETAIL) FILTER TRENCH EASEMENT PERM. R/W OR GUY GUY GUY GUY GUY GUY GUY GUY GUY 12"12" 6" 6"8" 8" 6" 24"24" 36" 16" 24" 24" 10" 10" 24" 24" SIGN SIGN SIGN SIGNS S S T T MB MB MBMB TB 12" rcp 8" cpm 1 0 " r c p gravel12"12" 6" 6" 6" 6"6" 12" 7" CSB CSB CSB edge of vegetation edge of vegetati on CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER 1 8" arch c mp 25180 5 6 5 5 25040 5 7 2 0 24575 25015 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ p lan - 0 3 .d g n 8 / 6 / 20 1 5 2 :5 1 :18 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 MW .P.I.D "61 TC=985.77 STA. 26+23 TC=985.53 STA. 27+16.5 973.68 973.83n973.37 ex. 9" vcp ex. 9" vcp 982.81 cmp 18" arch -1.25%-1.13%-1.19%-1.50%-1.34%-1.45%-1.18%-1.25%-0.89%-0.90%-0.79%-0.72%-0.53%-0.38%-0.18%-0.18%-0.02%0.11%0.26%0.40%0.94%0.98%0.83%0.97%0.90%0.84%0.94%0.88% 9 8 9 . 0 5 9 8 8 . 4 5 9 8 7 . 7 8 9 8 7 . 0 8 9 8 6 . 4 8 9 8 6 . 0 3 9 8 5 . 6 5 9 8 5 . 4 2 9 8 5 . 3 3 9 8 5 . 3 6 9 8 5 . 5 2 9 8 6 . 0 0 9 8 6 . 4 5 9 8 6 . 8 8 9 8 7 . 3 4 9 8 9 . 0 5 9 8 8 . 4 5 9 8 7 . 7 8 9 8 7 . 0 8 9 8 6 . 4 8 9 8 6 . 0 3 9 8 5 . 6 5 9 8 5 . 4 2 9 8 5 . 3 3 9 8 5 . 3 6 9 8 5 . 5 2 9 8 6 . 0 0 9 8 6 . 4 5 9 8 6 . 8 8 9 8 7 . 3 4 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 982.81 9 8 3 . 0 8 983.00 5 SY GEOTEXTILE FABRIC 10 CY CL III RIRPAP WITH TRASH GUARD RC APRON CL IIA @ 0.70% + 20’- 22" SPAN ARCH RCP 0 30 60 Smithtown Road MATC H L I NE S T A, 2 3 + 0 0 MAT CH L I N E S T A. 2 3 + 0 0 MA T CH L I NE S T A, 3 0 + 0 0 MA T CH LI NE S TA , 3 0 + 0 0 D r i v e F a i rw a y @ SAW CUT EXISTING PROFILE Construction Plan DITCH PROFILE DITCH PROFILE 27 CURB & GUTTER B618 CONCRETE WALK 6’ CONCRETECONSTRUCTION END DITCH STA. 25+75 CONSTRUCTION END DITCH STA. 27+00 5100 5101 5102 8. SEE SPECIFICATION FOR TREE REPLACEMENTS. THE ENGINEER (SEE SPECIFICATION). 7. REINSTALL SALVAGED MAILBOXES AS DIRECTED BY TOP SOIL FOR RE USE BEHIND CONCRETE WALK.3 6. THE CONTRACTOR SHALL SALVAGE AND STOCKPILE ALL 5. SEE SHEETS - FOR PEDESTRIAN CURB RAMP PLANS. (INCIDENTAL). TO VERIFY THEIR EXACT LOCATION AND ELEVATION APPROXIMATE IT IS THE CONTRACTORS RESPONSIBILITY 4. THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 3. CONTRACTOR SHALL PROTECT EXISTING UTILITIES 2. SEE SHEETS - FOR REMOVALS. FIELD BY THE ENGINEER. 1. DRIVEWAY REPLACEMENT LIMITS WILL BE MARKED IN THE NOTES: 18 20 4645 CONSTRUCTION LIMITS CONSTRUCTION LIMITS (SEE DETAIL) FILTER TRENCH 20 SY GEOTEXTILE FABRIC TYPE IV 10 CU YD RIPRAP CLASS III (SEE DETAIL) CONSTRUCT DESIGN SPECAIL 3 STA. 26+85 20 SY GEOTEXTILE FABRIC TYPE IV 10 CU YD RIPRAP CLASS III (SEE DETAIL) CONSTRUCT DESIGN SPECAIL 2 STA.23+00 (SEE DETAIL) FILTER TRENCH EASEMENT PERM. R/W OR SEWER EXISTING STORM CONNECT TO GUY GUY GUY 24"36" 24" 10" 20" 30"GUY 6" 14"14"14" 24" 24" 6"6" 8" 12" 30" SIGN SIGN SIGNSIGN W CB S S MB MB MB MB MB MB MB MB GSV 12" cmp 10" cmp 15" rcp 10" cmp 10" cmp 10" cmp 10" cmp 10" cmp dt fes bit bit grav bit grav grav bit garden 18" 18" CSB CSB CSB CSBCSB CSB CSB CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER 984.94 985.49 15" rcp bit CSB GUY GSV S SIGN sign SIGN MB 8 22 12 4 6 4 4 22 26 T T T mu lch SB1 in=974.70 in=975.00 tc=987.98 5720 5715 24930 24860 24800 25005 24945 24905 24845 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ p lan - 0 4 .d g n 8 / 6 / 20 1 5 2 :5 1 :2 7 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 MW .P.I.D "61 TC=988.04 STA. 31+22.7 974.99 975.24n 0.58%0.49%0.50%0.63%-0.22%0.01%0.17%0.44%1.09%1.03%1.78%2.06%2.38%2.65%2.61%2.53%2.54%2.56%2.62%2.48%2.28%1.67%0.89%0.58%-0.04%-0.41%-0.98%-1.55% 9 8 7 . 3 4 9 8 7 . 6 1 9 8 7 . 8 9 9 8 7 . 8 4 9 8 7 . 9 9 9 8 8 . 5 2 9 8 9 . 4 8 9 9 0 . 7 4 9 9 2 . 0 2 9 9 3 . 3 0 9 9 4 . 5 7 9 9 5 . 5 6 9 9 5 . 9 3 9 9 5 . 8 2 9 9 5 . 1 8 9 8 7 . 3 4 9 8 7 . 6 1 9 8 7 . 8 9 9 8 7 . 8 4 9 8 7 . 9 9 9 8 8 . 5 2 9 8 9 . 4 8 9 9 0 . 7 4 9 9 2 . 0 2 9 9 3 . 3 0 9 9 4 . 5 7 9 9 5 . 5 6 9 9 5 . 9 3 9 9 5 . 8 2 9 9 5 . 1 8 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 0 30 60 MA T CH L I NE S T A, 3 0 + 0 0 MAT CH LI NE S TA , 3 0 + 0 0 MAT CH LI NE S TA , 3 0 + 0 0 MAT CH L I N E S T A, 3 0 + 0 0 @ SAW CUT EXISTING PROFILE Smithtown Road Construction Plan DITCH PROFILE 28 S ta r L a n e CONSTRUCTION BEGIN DITCH STA. 30+40 WALK 6’ CONCRETE CURB & GUTTER B618 CONCRETE 5103 8. SEE SPECIFICATION FOR TREE REPLACEMENTS. THE ENGINEER (SEE SPECIFICATION). 7. REINSTALL SALVAGED MAILBOXES AS DIRECTED BY TOP SOIL FOR RE USE BEHIND CONCRETE WALK.3 6. THE CONTRACTOR SHALL SALVAGE AND STOCKPILE ALL 5. SEE SHEETS - FOR PEDESTRIAN CURB RAMP PLANS. (INCIDENTAL). TO VERIFY THEIR EXACT LOCATION AND ELEVATION APPROXIMATE IT IS THE CONTRACTORS RESPONSIBILITY 4. THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 3. CONTRACTOR SHALL PROTECT EXISTING UTILITIES 2. SEE SHEETS - FOR REMOVALS. FIELD BY THE ENGINEER. 1. DRIVEWAY REPLACEMENT LIMITS WILL BE MARKED IN THE NOTES: 18 20 4645 CULVERT + APRONS (2) F&I 22’- 12" CMP CULVERT + APRONS (2) F&I 20’- 12" CMP CULVERT + APRONS (2) F&I 22’- 12" CMP CULVERT + APRONS (2) F&I 20’- 12" CMP CONSTRUCTION LIMITSCONSTRUCTION LIMITS FILTER TRENCH (SEE DETAIL) FILTER TRENCH (SEE DETAIL) 20 SY GEOTEXTILE FABRIC TYPE IV 10 CU YD RIPRAP CLASS III (SEE DETAIL) CONSTRUCT DESIGN SPECAIL 2 STA. 30+25 EASEMENT PERM. R/W OR GUY GUY 12"10" 6" 36" 26" 20" 8" SIGN SIGN SIGN SIGN SIGN SIGN SIGN CB S S S ST MB MB MB MBMB MB GPGP bit grav bit grav bit grav bit bit grav CSB CSB CSB CSB CSBCTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER 57 1 0 57 05 24680 24650 24620 24785 24725 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ p lan - 0 5 .d g n 8 / 6 / 20 1 5 2 :5 1 :3 5 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 MW .P.I.D "61 48" DIA. MH TC=993.48 13.67’ RT STA. 38+00 48" DIA. MH TC=990.69 13.67’ RT STA. 42+00 987.43 @ 0.50% 400’- 12" RCP CL V 985.43 986.31n @ 0.85% 393’- 12" RCP CL V -1.81%-1.82%-2.02%-1.86%-1.72%-1.72%-1.68%-1.18%-0.93%-0.72%-0.53%-0.34%-0.63%-0.40%-0.34%-0.16%-0.52%-0.52%-0.51%-0.47%-0.47%-0.35%-0.24%-0.12%-0.19%0.27%0.76%-0.31% 9 9 5 . 1 8 9 9 4 . 2 8 9 9 3 . 3 1 9 9 2 . 4 5 9 9 1 . 7 3 9 9 1 . 3 2 9 9 1 . 1 0 9 9 0 . 8 4 9 9 0 . 7 2 9 9 0 . 4 6 9 9 0 . 2 1 9 9 0 . 0 1 9 8 9 . 9 1 9 8 9 . 9 4 9 9 0 . 0 5 9 9 5 . 1 8 9 9 4 . 2 8 9 9 3 . 3 1 9 9 2 . 4 5 9 9 1 . 7 3 9 9 1 . 3 2 9 9 1 . 1 0 9 9 0 . 8 4 9 9 0 . 7 2 9 9 0 . 4 6 9 9 0 . 2 1 9 9 0 . 0 1 9 8 9 . 9 1 9 8 9 . 9 4 9 9 0 . 0 5 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 987.43 987.51 2x3 CB TC=991.01 3.67’ RT STA. 38+00 @ 0.80% 10’- 12" RCP CL V 985.43 986.31n 986.41 2x3 CB TC=989.91 3.67’ RT STA. 42+00 @ 1.00% 10’- 12" RCP CL V 0 30 60 MAT CH L I N E S T A, 3 0 + 0 0 MATC H L I NE S T A, 3 0 +0 0 Smithtown Road MAT C H L I NE ST A. 4 4 + 0 0 MAT C H L I NE S T A. 4 4 + 0 0 @ SAW CUT EXISTING PROFILE R oa d C h r is t o p h er C l u b L a n e Construction Plan 29 WALK 6’ CONCRETE CURB & GUTTER B618 CONCRETE @ BACK OF CURB 20’ R. @ BACK OF CURB 20’ R. 5200 5201 5203 5202 5201 5203 5203 5201 5200 5202 8. SEE SPECIFICATION FOR TREE REPLACEMENTS. THE ENGINEER (SEE SPECIFICATION). 7. REINSTALL SALVAGED MAILBOXES AS DIRECTED BY TOP SOIL FOR RE USE BEHIND CONCRETE WALK.3 6. THE CONTRACTOR SHALL SALVAGE AND STOCKPILE ALL 5. SEE SHEETS - FOR PEDESTRIAN CURB RAMP PLANS. (INCIDENTAL). TO VERIFY THEIR EXACT LOCATION AND ELEVATION APPROXIMATE IT IS THE CONTRACTORS RESPONSIBILITY 4. THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 3. CONTRACTOR SHALL PROTECT EXISTING UTILITIES 2. SEE SHEETS - FOR REMOVALS. FIELD BY THE ENGINEER. 1. DRIVEWAY REPLACEMENT LIMITS WILL BE MARKED IN THE NOTES: 18 20 4645 5’ CURB TRANSITION 5’ CURB TRANSITION CONSTRUCTION LIMITS CONSTRUCTION LIMITS FILTER TRENCH (SEE DETAIL) FILTER TRENCH (SEE DETAIL) EASEMENT PERM. R/W OR GUYGUY GUY 14" 12" 38" 14" 14" 14" 14" 12"12" 12" 14"SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN CB CBCB CB CB S S S T T T T MBMB MB MB MB MB TB TB TB TB SIG HH CTB FPFPFP CSB CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL BUR CTL BUR CTL BUR CTL BUR CTL BUR 24590 24560 24530 24470 24450 56 8 0 24575 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ p lan - 0 6 .d g n 8 / 6 / 20 1 5 2 :5 1 :4 3 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 MW .P.I.D "61 975.01 974.01 48" DIA. MH TC=986.09 13.67’ RT STA. 45+93.3 EXISTING STUB CONNECT TO 4.3’ RT STA. 48+17 EX TC=982.66 3.67’ RT STA. 48+50 EX TC=981.01 3.67’ RT STA. 49+95 @ 2.80% 223’- 12" RCP CL V (verify) 975.87 980.11sump 981.30 6" pvc 982.11 982.39nOF ROCK TRENCH 981.05 BOTTOM @ 0.00% 65’- 6" PERFORATED PVC 5’- 6" PVC @ 0.00% AND -0.91%-1.04%-1.27%-2.11%-2.51%-2.49% -2.72% -2.71%-2.07%-1.31%-1.07%-0.98%-0.70%-0.99%-0.97%-1.83% -2.71%-0.87%-1.31%-1.27%-1.33%-1.39%-0.83%-0.26%0.83%0.13%0.96%1.25% 9 9 0 . 0 5 9 8 9 . 5 6 9 8 8 . 7 2 9 8 7 . 4 7 9 8 6 . 1 1 9 8 5 . 2 7 9 8 4 . 7 6 9 8 4 . 3 4 9 8 3 . 6 3 9 8 2 . 7 4 9 8 2 . 1 0 9 8 1 . 4 2 9 8 1 . 1 4 9 8 1 . 3 8 9 9 0 . 0 5 9 8 9 . 5 6 9 8 8 . 7 2 9 8 7 . 4 7 9 8 6 . 1 1 9 8 5 . 2 7 9 8 4 . 7 6 9 8 4 . 3 4 9 8 3 . 6 3 9 8 2 . 7 4 9 8 2 . 1 0 9 8 1 . 4 2 9 8 1 . 1 4 9 8 1 . 3 8 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 982.11 982.39n 982.49 2x3 CB TC=985.99 3.67’ RT STA. 45+93.3 @ 1.00% 10’- 12" RCP CL V 0 30 60 MAT CH L I N E S T A. 4 4 + 0 0 MAT CH LI NE S TA . 4 4 + 0 0 @ SAW CUT EXISTING PROFILE Smithtown Road R o a d C ou n rty C lu b Construction Plan 30 EX-25204 5205 EX-2 CURB & GUTTER B618 CONCRETE WALK 6’ CONCRETE @ BACK OF CURB 30’ R. STA. 50+57.5 SMITHTOWN ROAD END S.A.P. 216-101-005 5205 5205 5204 8. SEE SPECIFICATION FOR TREE REPLACEMENTS. THE ENGINEER (SEE SPECIFICATION). 7. REINSTALL SALVAGED MAILBOXES AS DIRECTED BY TOP SOIL FOR RE USE BEHIND CONCRETE WALK.3 6. THE CONTRACTOR SHALL SALVAGE AND STOCKPILE ALL 5. SEE SHEETS - FOR PEDESTRIAN CURB RAMP PLANS. (INCIDENTAL). TO VERIFY THEIR EXACT LOCATION AND ELEVATION APPROXIMATE IT IS THE CONTRACTORS RESPONSIBILITY 4. THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 3. CONTRACTOR SHALL PROTECT EXISTING UTILITIES 2. SEE SHEETS - FOR REMOVALS. FIELD BY THE ENGINEER. 1. DRIVEWAY REPLACEMENT LIMITS WILL BE MARKED IN THE NOTES: 18 20 4645 ADJUST HYDRANT AND VALVE CONSTRUTION LIMITS CONSTRUCTION LIMITS FILTER TRENCH (SEE DETAIL) EASEMENT PERM. R/W OR FRAME & RING CASTING ADJUST CATCH BASIN (SEE DETAIL) FILTER TRENCH (SEE DETAIL) SYSTEM 85’ LONG INFILTRATION ROCK STORAGE SEWER EXISTING STORM CONNECT TO GUY GUY GUY EBEB E 18" 8" 12" 36" 4" 10" 10" 14" 36" 10" 48" GUY SIGN SIGN SIGN SIGN SIGN SIGNSIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN CB CB CB CB CB E D S S MBMB MB MB MB MB MB garden garden E 8" cmp 18" RCP 24" RCP 42" RC P bit grav grav bit bit bitgravCSBCSB CSB CSB CSB CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER 25560 25480 25440 25575 25565 25525 5 7 0 5 25445 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ s ig n -0 1 .dg n 8 / 6 / 20 1 5 2 :5 1 :5 8 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 12"12" 10" 36" 36" 4" 50" 18" 16" 12"24" 4" SIGN SIGN SIGN SIGN SIGN W S S TMBMB MB MB MB MB MB MB MB garden garden grav bit bit grav bit grav bit bit grav bitCSB CSB CSB CSB CSB CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER 25380 5 6 7 0 25340 25310 25270 25405 25365 25335 25295 25235 0 30 60 0 30 60 Smithtown Road E u r e k a R o a d Sm ithtow n W ay Authority R egional R ailroad H ennepin C oun ty R o a d E u r e k a Smithtown Road D r i v e W e d g e w o o d STA. 10+23.2 SMITHTOWN ROAD BEGIN S.A.P. 216-101-005 MAT CH LI NE S EE LO WER LE F T MAT CH L I N E S E E UP P E R R I GH T MA T CH LI NE S E E S HE E T 31 3 2 STOP ALL WAY S P E E D LI MIT 3 0 PARK CITY S mit h t o wn Rd Eu r e k a Rd C-1 C-2 D-1 D-3 C-5 C-5 C-4 Signing and Striping Plan (PAINT) YELLOW LINE 4" DOUBLE SOLID (PAINT) WHITE LINE 4" SOLID (PAINT) WHITE LINE 4" SOLID (PAINT) YELLOW LINE 4" DOUBLE SOLID (PAINT) WHITE LINE 4" SOLID GUY GUY GUY GUY GUY GUY GUY GUY GUY 12"12" 6" 6"8" 8" 6" 24"24" 36" 16" 24" 24" 10" 10" 24" 24" SIGN SIGN SIGN SIGNS S S T T MB MB MBMB TB 12" rcp 8" cpm 1 0 " r c p gravel12"12" 6" 6" 6" 6"6" 12" 7" CSB CSB CSB edge of vegetation edge of vegetati on CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER 1 8" arch c mp 982.97 982.77 15 " c mp 18" cmp983.68 983.66 25180 5 6 5 5 25040 5 7 2 0 24575 25015 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ s ig n -0 2 .dg n 8 / 6 / 20 1 5 2 :5 2 :10 PM DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 GUY GUY GUY 24"36" 24" 10" 20" 30"GUY 6" 14"14"14" 24" 24" 6"6" 8" 12" 30" SIGN SIGN SIGNSIGN W CB S S MB MB MB MB MB MB MB MB GSV 12" cmp 10" cmp 15" rcp 10" cmp 10" cmp 10" cmp 10" cmp 10" cmp dt fes bit bit grav bit grav grav bit garden 18" 18" CSB CSB CSB CSBCSB CSB CSB CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER 984.94 985.49 15" rcp bit CSB GUY GSV S SIGN sign SIGN MB MB 8 22 12 4 6 4 4 22 26 T T T T mulch SB1 in=974.70 in=975.00 tc=987.98 BOP Sta = 1+00.00 2+00 57 2 0 57 1 5 24930 24860 24800 25005 24945 24905 24845 0 30 60 0 30 60 Smithtown Road D r i v e F a i rw a y Smithtown RoadS ta r L a n e 32 MATC H L I NE S E E S HEE T MAT CH LI NE S EE UP P ER RI GH T MAT CH L I N E S E E L OWE R L E F T 3 1 3 3 MA T CH L I NE S E E S HE E T S P EE D LIMIT 3 0 C-5 C-5 C-4 Signing and Striping Plan (PAINT) YELLOW LINE 4" DOUBLE SOLID (PAINT) WHITE LINE 4" SOLID (PAINT) YELLOW LINE 4" DOUBLE SOLID (PAINT) WHITE LINE 4" SOLID GUY GUY 12"10" 6" 36" 26" 20" 8" SIGN SIGN SIGN SIGN SIGN SIGN SIGN CB S S S ST MB MB MB MBMB MB GPGP bit grav bit grav bit grav bit bit grav CSB CSB CSB CSB CSBCTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER 57 1 0 57 05 24680 24650 24620 24785 24725 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ s ig n -0 3 .dg n 8 / 6 / 20 1 5 2 :5 2 :21 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 GUYGUY GUY 14" 12" 8" 38" 14" 14" 14" 14" 12"12" 12" 14"SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN CB CB CB CB CB CB S S S S T T T T MBMB MB MB MB MB TB TB TB TB SIG HH HH CTB HH SIG FPFPFP CSB CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CTL BUR CTL BUR CTL BUR CTL BUR CTL BUR CTL BUR 24590 24560 24530 24470 24450 56 80 24575 0 30 60 R oa d C h r is t o p h er Smithtown Road C lu b L a n e Smithtown Road R o a d C ou n rty C lu b MA T CH LI NE S EE S HE E T MATC H LI NE S EE LO WER LE F T MATC H L I NE S E E U P P E R R I GH T DO NO T BLOCK INTE RSECTION Smithtown Rd Club Ln STOP END DEADC-6 D-2 C-7 C-8 C-5 C-9 C-5 STA 50+57.5 SMITHTOWN ROAD END S.A.P. 216-101-005 Signing and Striping Plan 33 3 2 (PAINT) WHITE LINE 4" SOLID (PAINT) YELLOW LINE 4" DOUBLE SOLID (PAINT) WHITE LINE 4" SOLID (PAINT) WHITE LINE 4" SOLID (PAINT) YELLOW LINE 4" DOUBLE SOLID (PAINT) MARKING CROSSWALK 1 08/13/14 THC KAK ADDENDUM NO. 2 34 Sign Tabulation INSTALL) & (FURNISH TABULATION SIGN "C"TYPE NO.SIGN INSTALL TONO. TYPE POST NOTES (ft.) LENGTH POST (ft) HEIGHT NG MOUNTI (in.)SIZE ft.)(sq. EACH AREA ft.)(sq. TOTAL SIGN NO. CODEPANEL LEGEND C-1 1 1U 1,2,3 14 7 30 X30 6.25 6.25 R1-1 STOP C-2 1 1U 1,2,3 14 7 6 X18 6.25 6.25 R1-3P WAYALL C-3 1 1U 1,2,3 14 7 36 X30 7.50 7.50 D7-X10 (RIGHT) PARKCITY C-4 2 1U 1,2,3 14 7 30 X24 5.00 5.00 R2-1 30 LIMITSPEED C-5 6 1U 1,2,3 14 7 24 X24 4.00 24.00 R8-3 PARKINGNO C-6 1 1U 1,2,3 14 7 30 X30 6.25 6.25 W14-1 ENDDEAD C-7 1 1U 1,2,3,4 14 7 30 X30 6.25 6.25 R1-1 STOP C-8 1 1U 1,2,3 14 7 30 X30 6.25 6.25 W3-3 AHEAD LIGHTSTOP C-9 1 1U 1,2,3 14 7 30 X30 6.25 6.25 R10-7 INTERSECTION BLOCK NOTDO TOTAL 74.00 NOTES LENGTH ADDITIONAL INCLUDE NOT DOES BUT EMBEDMENT, INCLUDE AND APPROXIMATE ARE LENGTHS POST1. SPLICE FOR REQUIRED PANELS SIGN "C" TYPE OF DRAWINGS DETAILED AND CODE PUNCHING FOR MANUAL SIGNS STANDARD SEE2. INSTALLATION TO PRIOR LOCATIONS STRIPING AND SIGNING MARKING FOR ENGINEER PROJECT CONTACT3. SIGN "SPECIAL" TYPE FOR FURNISHED POST SIGN ON INSTALL4. SIGN "C" TYPE FOR FURNISHED POST SIGN ON INSTALL5. FOR PLACE IN REMAIN SHALL SIGN DETOUR. REMOVING TO PRIOR COMPLETED BE TO SIGN OF INSTALLATION6. PUBLIC SHOREWOOD OF CITY THE TO DELIVERED AND REMOVED BE SHALL SIGN DAYS, 60 AFTER DAYS. 60 (INCIDENTAL). WORKS INSTALL) & (FURNISH TABULATION SIGN "SPECIAL"TYPE NO.SIGN QUANTITY LEGEND D-1 1 RDEUREKA RDSMITHTOWN D-2 1 LNCLUB RDSMITHTOWN 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ s ig n -t ab .dg n 8 / 6 / 20 1 5 2 :5 2 :28 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 35 Cross Sections 25575 SMITHTOWN RD 25575 SMITHTOWN RD 25565 SMITHTOWN RD 25525 SMITHTOWN RD EUREKA ROAD T/E T/E 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ x s e c t - 01 .d g n 8 / 6 / 20 1 5 2 :5 2 :35 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 CL CL 10 10 20 20 30 30 40 40 50 50 60 60 70 70 10 10 20 20 30 30 40 40 50 50 60 60 70 70 CL CL 10 10 20 20 30 30 40 40 50 50 60 60 70 70 10 10 20 20 30 30 40 40 50 50 60 60 70 70 10 10 50 50 ++965 965 970 970 960 960 10 10 60 60 ++965 965 970 970 960 960 11 11 00 00 ++965 965 970 970 960 960 11 11 50 50 ++965 965 970 970 960 960 11 11 63 63 ++965 965 970 970 960 960 12 12 00 00 ++965 965 970 970 960 960 12 12 50 50 ++965 965 970 970 960 960 12 12 70 70 ++965 965 970 970 960 960 13 13 00 00 ++970 970 975 975 965 965 13 13 50 50 ++970 970 975 975 965 965 14 14 00 00 ++975 975 980 980 970 970 STA =10+50 ORIGINAL EL =967.20 DESIGN EL =967.20 R/W STA =10+60 ORIGINAL EL =967.13 DESIGN EL =967.13 R/W STA =11+00 ORIGINAL EL =966.84 DESIGN EL =966.84 R/W STA =11+50 ORIGINAL EL =966.77 DESIGN EL =966.77 R/W STA =11+63 ORIGINAL EL =966.86 DESIGN EL =966.89 R/W STA =12+00 ORIGINAL EL =967.30 DESIGN EL =967.30 R/W STA =12+50 ORIGINAL EL =968.20 DESIGN EL =968.20 R/W STA =12+70 ORIGINAL EL =968.71 DESIGN EL =968.74 R/W STA =13+00 ORIGINAL EL =969.84 DESIGN EL =969.84 R/W STA =13+50 ORIGINAL EL =972.22 DESIGN EL =972.22 R/W STA =14+00 ORIGINAL EL =974.77 DESIGN EL =974.77 R/W 36 Cross Sections 5705 EUREKA ROAD 25445 SMITHTOWN RD 25405 SMITHTOWN 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 THC KAK THC 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ x s e c t - 01 .d g n 8 / 6 / 20 1 5 2 :5 2 :37 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 CL CL 10 10 20 20 30 30 40 40 50 50 60 60 70 70 10 10 20 20 30 30 40 40 50 50 60 60 70 70 CL CL 10 10 20 20 30 30 40 40 50 50 60 60 70 70 10 10 20 20 30 30 40 40 50 50 60 60 70 70 14 14 50 50 ++975 975 980 980 970 970 14 14 60 60 ++980 980 985 985 975 975 15 15 00 00 ++980 980 985 985 975 975 15 15 38 38 ++985 985 990 990 980 980 15 15 50 50 ++985 985 990 990 980 980 16 16 00 00 ++985 985 990 990 980 980 16 16 50 50 ++990 990 995 995 985 985 16 16 88 88 ++990 990 995 995 985 985 17 17 00 00 ++990 990 995 995 985 985 17 17 50 50 ++990 990 995 995 985 985 STA =14+50 ORIGINAL EL =974.77 DESIGN EL =974.77 R/W STA =14+60 ORIGINAL EL =978.13 DESIGN EL =978.14 R/W STA =15+00 ORIGINAL EL =980.46 DESIGN EL =980.46 R/W STA =15+38 ORIGINAL EL =982.79 DESIGN EL =982.81 R/W STA =15+50 ORIGINAL EL =983.54 DESIGN EL =983.54 R/W STA =16+00 ORIGINAL EL =986.14 DESIGN EL =986.14 R/W STA =16+50 ORIGINAL EL =988.15 DESIGN EL =988.15 R/W STA =16+88 ORIGINAL EL =989.20 DESIGN EL =989.20 R/W STA =17+00 ORIGINAL EL =989.48 DESIGN EL =989.48 R/W STA =17+50 ORIGINAL EL =990.14 DESIGN EL =990.14 R/W 37 Cross Sections 25365 SMITHTOWN RD 25335 SMITHTOWN RD 25335 SMITHTOWN RD 25295 SMITHTOWN 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 THC KAK THC 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ x s e c t - 01 .d g n 8 / 6 / 20 1 5 2 :5 2 :40 PM DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 CL CL 10 10 20 20 30 30 40 40 50 50 60 60 70 70 10 10 20 20 30 30 40 40 50 50 60 60 70 70 CL CL 10 10 20 20 30 30 40 40 50 50 60 60 70 70 10 10 20 20 30 30 40 40 50 50 60 60 70 70 18 18 00 00 ++990 990 995 995 985 985 18 18 50 50 ++990 990 995 995 985 985 18 18 68 68 ++990 990 995 995 985 985 19 19 00 00 ++990 990 995 995 985 985 19 19 50 50 ++ 995 995 1000 1000 990 990 20 20 00 00 ++995 995 1000 1000 990 990 20 20 04 04 ++995 995 1000 1000 990 990 20 20 50 50 ++995 995 1000 1000 990 990 21 21 00 00 ++995 995 1000 1000 990 990 21 21 45 45 ++995 995 1000 1000 990 990 STA =18+00 ORIGINAL EL =990.92 DESIGN EL =990.92 R/W STA =18+50 ORIGINAL EL =991.60 DESIGN EL =991.60 R/W STA =18+68 ORIGINAL EL =991.87 DESIGN EL =991.88 R/W STA =19+00 ORIGINAL EL =992.33 DESIGN EL =992.33 R/W STA =19+50 ORIGINAL EL =993.11 DESIGN EL =993.11 R/W STA =20+00 ORIGINAL EL =994.15 DESIGN EL =994.15 R/W STA =20+04 ORIGINAL EL =994.24 DESIGN EL =994.23 R/W STA =20+50 ORIGINAL EL =995.04 DESIGN EL =995.04 R/W STA =21+00 ORIGINAL EL =994.75 DESIGN EL =994.75 R/W STA =21+45 ORIGINAL EL =993.38 DESIGN EL =993.37 R/W 38 Cross Sections 25235 SMITHTOWN 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 THC KAK THC 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ x s e c t - 01 .d g n 8 / 6 / 20 1 5 2 :5 2 :42 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 CL CL 10 10 20 20 30 30 40 40 50 50 60 60 70 70 10 10 20 20 30 30 40 40 50 50 60 60 70 70 CL CL 10 10 20 20 30 30 40 40 50 50 60 60 70 70 10 10 20 20 30 30 40 40 50 50 60 60 70 70 21 21 50 50 ++995 995 1000 1000 990 990 22 22 00 00 ++990 990 995 995 985 985 22 22 50 50 ++990 990 995 995 985 985 22 22 56 56 ++990 990 995 995 985 985 23 23 00 00 ++990 990 995 995 985 985 23 23 50 50 ++990 990 995 995 985 985 24 24 00 00 ++985 985 990 990 980 980 24 24 50 50 ++985 985 990 990 980 980 25 25 00 00 ++985 985 990 990 980 980 25 25 50 50 ++985 985 990 990 980 980 26 26 00 00 ++985 985 990 990 980 980 STA =21+50 ORIGINAL EL =993.20 DESIGN EL =993.20 R/W STA =22+00 ORIGINAL EL =991.38 DESIGN EL =991.38 STA =22+50 ORIGINAL EL =990.03 DESIGN EL =990.03 R/W STA =22+56 ORIGINAL EL =989.91 DESIGN EL =989.91 R/W STA =23+00 ORIGINAL EL =989.05 DESIGN EL =989.05 R/W STA =23+50 ORIGINAL EL =988.45 DESIGN EL =988.45 R/W STA =24+00 ORIGINAL EL =987.78 DESIGN EL =987.78 R/W STA =24+50 ORIGINAL EL =987.08 DESIGN EL =987.08 R/W STA =25+00 ORIGINAL EL =986.48 DESIGN EL =986.48 STA =25+50 ORIGINAL EL =986.03 DESIGN EL =986.03 R/W STA =26+00 ORIGINAL EL =985.65 DESIGN EL =985.65 R/W 39 Cross Sections 25015 SMITHTOWN RD 25005 SMITHTOWN 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 THC KAK THC 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ x s e c t - 01 .d g n 8 / 6 / 20 1 5 2 :5 2 :45 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 CL CL 10 10 20 20 30 30 40 40 50 50 60 60 70 70 10 10 20 20 30 30 40 40 50 50 60 60 70 70 CL CL 10 10 20 20 30 30 40 40 50 50 60 60 70 70 10 10 20 20 30 30 40 40 50 50 60 60 70 70 26 26 50 50 ++985 985 990 990 980 980 27 27 00 00 ++985 985 990 990 980 980 27 27 50 50 ++985 985 990 990 980 980 28 28 00 00 ++985 985 990 990 980 980 28 28 50 50 ++985 985 990 990 980 980 29 29 00 00 ++985 985 990 990 980 980 29 29 50 50 ++985 985 990 990 980 980 30 30 00 00 ++985 985 990 990 980 980 30 30 50 50 ++985 985 990 990 980 980 30 30 93 93 ++ 990 990 995 995 985 985 31 31 00 00 ++ 990 990 995 995 985 985 STA =26+50 ORIGINAL EL =985.42 DESIGN EL =985.42 STA =27+00 ORIGINAL EL =985.33 DESIGN EL =985.33 R/W STA =27+50 ORIGINAL EL =985.36 DESIGN EL =985.36 STA =28+00 ORIGINAL EL =985.52 DESIGN EL =985.52 STA =28+50 ORIGINAL EL =986.00 DESIGN EL =986.00 STA =29+00 ORIGINAL EL =986.45 DESIGN EL =986.45 STA =29+50 ORIGINAL EL =986.88 DESIGN EL =986.88 R/W STA =30+00 ORIGINAL EL =987.34 DESIGN EL =987.34 R/W STA =30+50 ORIGINAL EL =987.61 DESIGN EL =987.61 R/W STA =30+93 ORIGINAL EL =987.86 DESIGN EL =987.85 R/W STA =31+00 ORIGINAL EL =987.89 DESIGN EL =987.89 R/W 40 Cross Sections 24945 SMITHTOWN RD 24905 SMITHTOWN RD 24905 SMITHTOWN 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 THC KAK THC 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ x s e c t - 01 .d g n 8 / 6 / 20 1 5 2 :5 2 :47 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 CL CL 10 10 20 20 30 30 40 40 50 50 60 60 70 70 10 10 20 20 30 30 40 40 50 50 60 60 70 70 CL CL 10 10 20 20 30 30 40 40 50 50 60 60 70 70 10 10 20 20 30 30 40 40 50 50 60 60 70 70 31 31 50 50 ++ 990 990 995 995 985 985 32 32 00 00 ++990 990 995 995 985 985 32 32 20 20 ++990 990 995 995 985 985 32 32 50 50 ++990 990 995 995 985 985 32 32 96 96 ++990 990 995 995 985 985 33 33 00 00 ++990 990 995 995 985 985 33 33 50 50 ++990 990 995 995 985 985 34 34 00 00 ++990 990 995 995 985 985 34 34 50 50 ++995 995 1000 1000 990 990 34 34 63 63 ++995 995 1000 1000 990 990 STA =31+50 ORIGINAL EL =987.84 DESIGN EL =987.84 R/W STA =32+00 ORIGINAL EL =987.99 DESIGN EL =987.99 R/W STA =32+20 ORIGINAL EL =988.21 DESIGN EL =988.21 R/W STA =32+50 ORIGINAL EL =988.52 DESIGN EL =988.52 R/W STA =32+96 ORIGINAL EL =989.40 DESIGN EL =989.40 R/W STA =33+00 ORIGINAL EL =989.48 DESIGN EL =989.48 R/W STA =33+50 ORIGINAL EL =990.74 DESIGN EL =990.74 R/W STA =34+00 ORIGINAL EL =992.02 DESIGN EL =992.02 R/W STA =34+50 ORIGINAL EL =993.30 DESIGN EL =993.30 R/W STA =34+63 ORIGINAL EL =993.64 DESIGN EL =993.64 R/W 41 Cross Sections 24708 SMITHTOWN RD 24785 SMITHTOWN 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 THC KAK THC 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ x s e c t - 01 .d g n 8 / 6 / 20 1 5 2 :5 2 :50 PM DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 CL CL 10 10 20 20 30 30 40 40 50 50 60 60 70 70 10 10 20 20 30 30 40 40 50 50 60 60 70 70 CL CL 10 10 20 20 30 30 40 40 50 50 60 60 70 70 10 10 20 20 30 30 40 40 50 50 60 60 70 70 35 35 00 00 ++995 995 1000 1000 990 990 35 35 50 50 ++995 995 1000 1000 990 990 36 36 00 00 ++995 995 1000 1000 990 990 36 36 50 50 ++995 995 1000 1000 990 990 37 37 00 00 ++995 995 1000 1000 990 990 37 37 50 50 ++995 995 1000 1000 990 990 38 38 00 00 ++995 995 1000 1000 990 990 38 38 40 40 ++995 995 1000 1000 990 990 38 38 50 50 ++ 995 995 1000 1000 990 990 38 38 73 73 ++990 990 995 995 985 985 39 39 00 00 ++990 990 995 995 985 985 STA =35+00 ORIGINAL EL =994.57 DESIGN EL =994.57 R/W STA =35+50 ORIGINAL EL =995.56 DESIGN EL =995.56 R/W STA =36+00 ORIGINAL EL =995.93 DESIGN EL =995.93 R/W STA =36+50 ORIGINAL EL =995.82 DESIGN EL =995.82 R/W STA =37+00 ORIGINAL EL =995.18 DESIGN EL =995.18 R/W STA =37+50 ORIGINAL EL =994.28 DESIGN EL =994.28 R/W STA =38+00 ORIGINAL EL =993.31 DESIGN EL =993.31 R/W STA =38+40 ORIGINAL EL =992.62 DESIGN EL =992.62 R/W STA =38+50 ORIGINAL EL =992.45 DESIGN EL =992.45 R/W STA =38+73 ORIGINAL EL =992.05 DESIGN EL =992.06 R/W STA =39+00 ORIGINAL EL =991.73 DESIGN EL =991.73 R/W 42 Cross Sections 24725 SMITHTOWN RD 24575SMITHTOWN 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 THC KAK THC 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ x s e c t - 01 .d g n 8 / 6 / 20 1 5 2 :5 2 :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... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 CL CL 10 10 20 20 30 30 40 40 50 50 60 60 70 70 10 10 20 20 30 30 40 40 50 50 60 60 70 70 CL CL 10 10 20 20 30 30 40 40 50 50 60 60 70 70 10 10 20 20 30 30 40 40 50 50 60 60 70 70 39 39 45 45 ++990 990 995 995 985 985 39 39 50 50 ++990 990 995 995 985 985 40 40 00 00 ++990 990 995 995 985 985 40 40 50 50 ++990 990 995 995 985 985 41 41 00 00 ++990 990 995 995 985 985 41 41 22 22 ++990 990 995 995 985 985 41 41 50 50 ++990 990 995 995 985 985 42 42 00 00 ++990 990 995 995 985 985 42 42 50 50 ++990 990 995 995 985 985 43 43 00 00 ++990 990 995 995 985 985 43 43 50 50 ++990 990 995 995 985 985 44 44 00 00 ++990 990 995 995 985 985 STA =39+45 ORIGINAL EL =991.35 DESIGN EL =991.35 R/W STA =39+50 ORIGINAL EL =991.32 DESIGN EL =991.32 R/W STA =40+00 ORIGINAL EL =991.10 DESIGN EL =991.10 R/W STA =40+50 ORIGINAL EL =990.84 DESIGN EL =990.84 R/W STA =41+00 ORIGINAL EL =990.72 DESIGN EL =990.72 R/W STA =41+22 ORIGINAL EL =990.60 DESIGN EL =990.60 R/W STA =41+50 ORIGINAL EL =990.46 DESIGN EL =990.46 R/W STA =42+00 ORIGINAL EL =990.21 DESIGN EL =990.21 R/W STA =42+50 ORIGINAL EL =990.01 DESIGN EL =990.01 R/W STA =43+00 ORIGINAL EL =989.91 DESIGN EL =989.91 R/W STA =43+50 ORIGINAL EL =989.94 DESIGN EL =989.94 R/W STA =44+00 ORIGINAL EL =990.05 DESIGN EL =990.05 R/W 43 Cross Sections 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ x s e c t - 01 .d g n 8 / 6 / 20 1 5 2 :5 2 :55 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 CL CL 10 10 20 20 30 30 40 40 50 50 60 60 70 70 10 10 20 20 30 30 40 40 50 50 60 60 70 70 CL CL 10 10 20 20 30 30 40 40 50 50 60 60 70 70 10 10 20 20 30 30 40 40 50 50 60 60 70 70 44 44 50 50 ++990 990 995 995 985 985 45 45 00 00 ++990 990 995 995 985 985 45 45 50 50 ++990 990 995 995 985 985 46 46 00 00 ++985 985 990 990 980 980 46 46 50 50 ++985 985 990 990 980 980 47 47 00 00 ++985 985 990 990 980 980 47 47 50 50 ++985 985 990 990 980 980 48 48 00 00 ++985 985 990 990 980 980 48 48 50 50 ++985 985 990 990 980 980 49 49 00 00 ++980 980 985 985 975 975 STA =44+50 ORIGINAL EL =989.56 DESIGN EL =989.56 R/W STA =45+00 ORIGINAL EL =988.72 DESIGN EL =988.72 R/W STA =45+50 ORIGINAL EL =987.47 DESIGN EL =987.47 R/W STA =46+00 ORIGINAL EL =986.11 DESIGN EL =986.11 R/W STA =46+50 ORIGINAL EL =985.27 DESIGN EL =985.27 R/W STA =47+00 ORIGINAL EL =984.76 DESIGN EL =984.76 R/W STA =47+50 ORIGINAL EL =984.34 DESIGN EL =984.34 R/W STA =48+00 ORIGINAL EL =983.63 DESIGN EL =983.63 R/W STA =48+50 ORIGINAL EL =982.74 DESIGN EL =982.74 R/W STA =49+00 ORIGINAL EL =982.10 DESIGN EL =982.10 R/W 44 Cross Sections 24575 SMITHTOWN 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 THC KAK THC 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ x s e c t - 01 .d g n 8 / 6 / 20 1 5 2 :5 2 :57 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 CL CL 10 10 20 20 30 30 40 40 50 50 60 60 70 70 10 10 20 20 30 30 40 40 50 50 60 60 70 70 CL CL 10 10 20 20 30 30 40 40 50 50 60 60 70 70 10 10 20 20 30 30 40 40 50 50 60 60 70 70 49 49 35 35 ++980 980 985 985 975 975 49 49 50 50 ++980 980 985 985 975 975 50 50 00 00 ++980 980 985 985 975 975 50 50 50 50 ++980 980 985 985 975 975 STA =49+35 ORIGINAL EL =981.64 DESIGN EL =981.62 R/W STA =49+50 ORIGINAL EL =981.42 DESIGN EL =981.42 R/W STA =50+00 ORIGINAL EL =981.14 DESIGN EL =981.14 R/W STA =50+50 ORIGINAL EL =981.38 DESIGN EL =981.38 bit CSB CTL AER CTL AER CTL AER 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ p e d - 01 .d g n 8 / 6 / 20 1 5 2 :5 3 :06 PM DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 CSB CSB 0 30 60 45 Pedestrian Curb Ramp Construction 6" 0" 0" 6" 6" 0" 0" 6" 6" 0" 0" 6" Smithtown Road Smithtown Road Sm it htow n W a y E u rek a R oa d XX LEGEND X" S F 1 MAX. 2.0% SLOPE IN ALL DIRECTIONS DRAINAGE FLOW ARROW SHALL NOT EXCEED 2.0%. IN THE DIRECTION SHOWN AND CROSS SLOPE BE GREATER THAN 2.0% AND LESS THAN 5.0% INDICATES PEDESTRIAN RAMP - SLOPE SHALL SHALL NOT EXCEED 2.0%. IN THE DIRECTION SHOWN AND CROSS SLOPE BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM INDICATES PEDESTRIAN RAMP - SLOPE SHALL AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING AREA - 4’ X 4’ MIN. DIMENSIONS CURB HEIGHT CATCH BASIN TRUNCATED DOMES (SEE STANDARD PLATE 7038) CONTROL POINTS AT GUTTER FLOW LINE F 67.57 66.60 66.80 66.85 70.35 72.07 72.22 72.31 F F 74.73 73.77 73.52 73.92 1 1 1 73.74 bit 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ p e d - 02 .d g n 8 / 6 / 20 1 5 2 :5 3 :13 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 0 30 60 0 30 60 46 Pedestrain Curb Ramp Construction 6" 0" 0" 6" 6" 0" 0" 6" 81.75 81.30 6" 6" 6" 6" 0"0" 0" 0" Smithtown Road Smithtown Road C lu b L an e C o u n try C lub R oa d XX LEGEND X" S F 1 MAX. 2.0% SLOPE IN ALL DIRECTIONS DRAINAGE FLOW ARROW SHALL NOT EXCEED 2.0%. IN THE DIRECTION SHOWN AND CROSS SLOPE BE GREATER THAN 2.0% AND LESS THAN 5.0% INDICATES PEDESTRIAN RAMP - SLOPE SHALL SHALL NOT EXCEED 2.0%. IN THE DIRECTION SHOWN AND CROSS SLOPE BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM INDICATES PEDESTRIAN RAMP - SLOPE SHALL AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING AREA - 4’ X 4’ MIN. DIMENSIONS CURB HEIGHT CATCH BASIN TRUNCATED DOMES (SEE STANDARD PLATE 7038) CONTROL POINTS AT GUTTER FLOW LINE F F 1 1 95.17 94.07 93.90 93.77 93.50 93.72 94.03 81.32 81.27 81.15 80.84 80.75 80.64 F F 1 1 47 Storm Water Pollution Prevention Plan 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ s w p p p .d g n 8 / 6 / 20 1 5 2 :5 3 :18 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 48 Storm Water Pollution Prevention Plan 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ s w p p p .d g n 8 / 6 / 20 1 5 2 :5 5 :54 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 49 Storm Water Pollution Prevention Plan 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ s w p p p .d g n 8 / 6 / 20 1 5 2 :5 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... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359 50 Storm Water Pollution Prevention Plan 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 07/13/15K:\ 0 1 4 5 9 -9 4 0 \ Ca d\ Pla n \ s w p p p .d g n 8 / 6 / 20 1 5 2 :5 9 :28 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 50 OF SHEET Shorewood, Minnesota Shorewood City Project No. 14-10 S.A.P. 216-101-005 WSB Project 01459-940 and Appurtenant Work for the City of Sidewalk Extension Smithtown Road East PTH Paul Hornby 23359