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2015-03-23_STAR_LANE_&_STAR_CIRCLE_RECONSTRUCTIONREVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER THC KAK THC PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ t it le .d g n 4 / 13 / 20 15 1:3 5:0 8 PM DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE MAP L E ST . W. E G GEOR AVE. GLEN CO AVE.MON PARK ST. G L ENC O E R D. RD. WOOD 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. SHOR LA.LA. Gideon Bay P E N S T.LAKEVIEW CRABAPPLE LA.BIRCH BLUFF L I L A H L A . WOO DLAWN AVE. M O U N D A V E. AVE.AMLEE RD. MA NIT 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 NI T O U MA N I T OU R D. WOO D L A N E S T . B AY S T . C O U NT 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 LEE 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 . CHARLES TON CI R . Island Island Duck Frog RD. 19 19 7 7 LI N DEN 35. ELM ST. 39. ELM PL. 40. 40. LAFAYETTE ST. AVE. PEACH CIR. HAR 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 AVE. CURVE D R . SHOR NT SA P L E A E. UPHRRT NO AVE. OR CH 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 NT ERD.OAK S A M S WA Y R D. L A. P LE AS ANT LA. W. GI D E O N S WOO D E 19 R D. BRENTWOOD SMITH TOWN RD. OD LA.VALLEYWOVALL EYWOOD CI R . W EDG E W O OD 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 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 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 33THIS PLAN CONTAINS SHEETS. 1 GOVERNING SPECIFICATIONS for the City of Shorewood , Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle 150560755 TICKET NUMBER: PLAN SYMBOLS 0 30 60 30 - 33 24 - 29 20 - 23 16 - 19 13 - 15 12 11 10 7-9 6 5 4 3 2 1 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 Storm Water Pollution Prevention Plan Cross Sections Street Construction Plan Storm Sewer Construction Plan Watermain Construction Plan Erosion Control / Turf Establishment Plan Existing Conditions / Removal Plan Typical Section Miscellaneous Details General Layout / Directional Surface Drainage Earthwork Tabulation Sign / Storm Sewer Tabulation Statement of Estimated Quantities Construction Notes / Standard Plates Title Sheet HENNEPIN COUNTY (CITY OF SHOREWOOD) CARVER COUNTY (CITY OF CHANHASSEN) PROJECT LOCATION UTILITY NOTES CONSTRUCTION NOTES CONSTRUCTION NOTES UTILITY CONTACTS THE FOLLOWING LIST SHOWS THE CONTACT PERSON AT THE UTILITY COMPANIES INVOLVED IN THIS PROJECT 2 EROSION CONTROL NOTES Construction Notes / Standard Plates 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 C12. 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 C11. WHERE CONNECTING TO IN PLACE ROADWAYS AT THE TERMINI OF THE PROPOSED NEW C10. SELECT GRANULAR MATERIAL SHALL MEET THE REQUIREMENTS OF MN/DOT SPECIFICATION 3149.2B IN ACCORDANCE WITH MN/DOT SPECIFICATION 2104.3D3. PROPERTY OF THE CONTRACT0R 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 2104.3D3. 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 cthompson1@mediacomcc.com (612) 730-2900 Chris Thompson MEDIACOMM traci.n.miest@xcelenergy.com (952) 470-3343 Traci Carlson XCEL ENERGY bradley.steber@centerpointenergy.com (612) 321-5043 Bradley Steber CENTERPOINT ENERGY lbrown@shorewoodpw.com (952) 960-7913 Larry Brown CITY OF SHOREWOOD michael.spieker@centurylink.com (612) 381-2599 Michael Spieker CENTURY LINK 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 3014J SHEETS) (2 ARCH PIPE CONCRETEREINFORCED 3110G PIPE-ARCH CONCRETE REINFORCED FOR APRONCONCRETE 3131C DRAINS SUBSURFACE FOR HEADWALL CONCRETEPRECAST 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 4180J STEP BASIN CATCH ORMANHOLE 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 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 C20. 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. C19. THE CONTRACTOR SHALL COORDINATE THE REMOVAL AND REINSTALLATION OF ALL EMBANKMENT, AND/OR BORROW MATERIAL. C18. NO EXTRA PAYMENT WILL BE MADE FOR TEMPORARY STOCKPILING OF EXCAVATION, NO DIRECT PAYMENT SHALL BE MADE. C17. 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 C16. USE TACK COAT BETWEEN ALL BITUMINOUS LAYERS AND PRIOR TO PLACING ANY SPECIFICATIONS OR AS MODIFIED IN THE SPECIAL PROVISIONS. C15. TEST ROLLING OF THE SUBGRADE WILL BE REQUIRED, ACCORDING TO THE 2014 MN/DOT C14. DITCH GRADES AND TOP OF DITCH BLOCK ELEVATIONS ARE TO THE TOP OF TOPSOIL. IN THE GROUND WATER ELEVATION. ANNUAL PRECIPITATION. THE CONTRACTOR WILL NOT BE COMPENSATED FOR ANY CHANGES C13. GROUND WATER ELEVATIONS MAY FLUCTUATE DUE TO VARIATIONS IN SEASONAL AND SHALL BE DEPRESSED .04’ (1/2"). U6. ALL GATE VALVE BOXES LOCATED IN BITUMINOUS STREET SECTION U5. CATCH BASIN TOP OF CASTINGS ARE DEPRESSED .17’ (2"). (NEENAH R-3067-V). THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. STORM SEWER SYSTEM. ALL MATERIALS, LABOR, AND EQUIPMENT NECESSARY TO COMPLETE U4. 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 U3. IF THE CONTRACTOR SHALL COORDINATES WITHG THE CITY TO SHUT OFF THE CONSTRUCTION SHALL BE REPLACED AT NO ADDITIONAL COMPENSATION. SECTION DURING GRADING OPERATIONS. VALVE BOXES THAT ARE DAMAGED DURING U2. ALL VALVE BOXES SHALL BE LOWERED TO AN ELEVATION BELOW THE SUBGRADE ADJUSTED TO MATCH THE FINISH GRADE. U1. ALL EXISTING GATE VALVE BOXES WITHIN THE GRADING AND ROADWAY AREA ARE TO BE 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. REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER THC KAK THC PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ c s n .d g n 4 / 13 / 20 15 1:3 5:15 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE 3 Statement of Estimated Quantities QUANTITIES ESTIMATED OFSTATEMENT No. Item No. Specification MN/DOT Description Notes Unit Quantity Total Estimated IMPROVEMENTS STREET A.SCHEDULE 1 2021.501 MOBILIZATION SUMLUMP 1 2 2101.501 CLEARING 1 ACRE 0.07 3 2101.502 CLEARING 1 TREE 19 4 2101.505 GRUBBING 1 ACRE 0.07 5 2101.507 GRUBBING 1 TREE 19 6 2104.501 RAIL BARRIER TIMBER REMOVE FTLIN 10 7 2104.505 PAVEMENT BITUMINOUS REMOVE 2 YDSQ 3600 8 2104.505 PAVEMENT DRIVEWAY BITUMINOUS REMOVE 3 YDSQ 370 9 2104.509 SIGN REMOVE EACH 3 10 2104.509 SUPPORT MAILBOX REMOVE EACH 2 11 2104.513 DEPTH) (FULL PAVEMENT BITUMINOUS SAWING FTLIN 340 12 2104.521 FENCE WOODEN SALVAGE 3,4 FTLIN 270 13 2104.523 LIGHT YARD SALVAGE 3 EACH 1 14 2104.601 STRUCTURES LANDSCAPE REINSTALL & SALVAGE SUMLUMP 1 15 2104.602 MAILBOX REINSTALL AND SALVAGE EACH 15 16 2104.618 PAVER BRICK REINSTALL AND SALVAGE 4 FTSQ 320 17 2105.501 (P) (EV) EXCAVATION COMMON YDCU 3650 18 2105.507 (EV) EXCAVATION SUBGRADE 3 YDCU 370 19 2105.522 (CV) BORROW GRANULAR SELECT YDCU 2700 20 2105.604 V TYPE FABRIC GEOTEXTILE 3 YDSQ 4100 21 2112.501 PREPARATION SUBGRADE STAROAD 10 22 2123.610 BROOM) PICKUP (WITH SWEEPER STREET 2 HOUR 20 23 2130.501 WATER 2 MGAL 20 24 2211.501 CRUSHED) (100% 5 CLASS BASE AGGREGATE 5 TON 1700 25 2357.502 COAT TACK FOR MATERIAL BITUMINOUS GALLON 190 26 2360.501 (2,C) MIX COURSE WEARING 9.5 SP TYPE TON 420 27 2360.502 (2,C) MIX COURSE WEAR NON 12.5 SP TYPE TON 420 28 2360.503 DWY THICK) (3.0" (2,C) MIX COURSE WEARING 9.5 SP TYPE 6 YDSQ 370 29 2504.602 REPAIR SYSTEM IRRIGATION EACH 2 30 2505.601 COORDINATION UTILITY SUMLUMP 1 31 2531.501 B618) DESIGN & (SURMOUNTABLE GUTTER & CURB CONCRETE FTLIN 2040 32 2540.601 (TEMPORARY) BOX MAIL EACH 15 33 2540.602 SUPPORT BOX MAIL EACH 2 34 2545.602 LIGHT YARD SALVAGED INSTALL 3 EACH 1 35 2557.602 FENCE DOG REPAIR 4 EACH 1 36 2563.601 CONTROL TRAFFIC SUMLUMP 1 37 2564.531 C TYPE PANELS SIGN FTSQ 13 38 2564.602 SPECIAL TYPE PANELS SIGN EACH 2 39 2571.501 B&B HT 8’ TREE CONIFEROUS TREE 2 40 2571.502 B&B CAL 2.5" TREE DECIDUOUS TREE 2 41 2572.502 CUTTING ROOT CLEAN 1 FTLIN 100 42 2573.502 SLICED MACHINE TYPE FENCE, SILT FTLIN 500 43 2573.530 PROTECTION INLET DRAIN STORM EACH 12 44 2573.540 FIBER WOOD TYPE LOG CONTROL SEDIMENT FTLIN 500 45 2573.602 ENTRANCE CONSTRUCTION ROCK TEMPORARY EACH 1 46 2574.525 (CV) BORROW TOPSOIL COMMON 3 YDCU 50 47 2575.502 33-261 MIX SEED LBS 10 48 2575.505 FERT) & TOPSOIL (INCL LAWN TYPE SODDING YDSQ 3400 49 2575.523 2 CATEGORY BLANKET CONTROL EROSION YDSQ 730 50 2575.571 3 METHOD STABILIZATION RAPID MGAL 100 51 2575.604 FERT) & TOPSOIL (INCL. SEEDING ACRE 0.15 QUANTITIES ESTIMATED OFSTATEMENT No. Item No. Specification MN/DOT Description Notes Unit Quantity Total Estimated IMPROVEMENTS SEWER SANITARY B.SCHEDULE 52 2104.523 CASTING SALVAGE 8 EACH 5 53 2503.602 SEALS CHIMNEY EACH 5 54 2503.603 REPAIR SPOT LINER SEWER EACH 2 55 2503.603 MANHOLE GROUT CHEMICAL EACH 1 56 2506.516 ASSEMBLY CASTING EACH 5 57 2506.602 (SPECIAL) CASTING RING AND FRAME ADJUST 4 EACH 2 IMPROVEMENTS SEWER STORM C.SCHEDULE 58 2104.501 (STORM) PIPE SEWER REMOVE FTLIN 100 59 2105.601 GRADING SITE 1 SUMLUMP 1 60 2105.604 IV TYPE FABRIC GEOTEXTILE YDSQ 50 61 2451.509 (CV) BEDDING AGGREGATE 3 YDCU 40 62 2451.601 BEDDING AND/OR FOUNDATION GRANULAR 3 YDCU 300 63 2501.501 HEADWALL CONCRETE PRECAST 4"EACH 3 64 2501.521 CULVERT PIPE-ARCH CS SPAN 28" FTLIN 40 65 2501.525 APRON PIPE-ARCH RC SPAN 28"EACH 1 66 2501.525 APRON PIPE-ARCH CAS SPAN 28"EACH 2 67 2501.602 APRON PIPE SPAN 28" FOR GUARD TRASH EACH 3 68 2502.541 DRAIN PIPE PVC 4" FTLIN 60 69 2502.541 DRAIN PIPE PVC PERF 4"7 FTLIN 220 70 2502.541 DRAIN PIPE PE PERF 4"7 FTLIN 1560 71 2502.602 CLEANOUT DRAIN PIPE PVC 4"EACH 6 72 2503.521 IIA CL SEWER PIPE-ARCH RC SPAN 28" FTLIN 560 73 2503.541 V CL 3006 DESIGN SEWER PIPE RC 12" FTLIN 180 74 2503.541 V CL 3006 DESIGN SEWER PIPE RC 15" FTLIN 150 75 2506.501 48-4020 DES STRUCTURE DRAINAGE CONST FTLIN 13 76 2506.501 60-4020 DES STRUCTURE DRAINAGE CONST FTLIN 5 77 2506.501 72-4020 DES STRUCTURE DRAINAGE CONST FTLIN 28 78 2506.501 SPECIAL DES STRUCTURE DRAINAGE CONST EACH 5 79 2506.516 ASSEMBLY CASTING EACH 9 80 2511.501 III CLASS RIPRAP RANDOM YDCU 20 81 2511.501 II CLASS RIPRAP RANDOM YDCU 10 82 2531.604 FLUME DRAINAGE CONCRETE YDSQ 10 83 2573.602 BLOCK DITCH EACH 1 IMPROVEMENTS MAIN WATER 1.ALTERNATE 1 2021.501 MOBILIZATION SUMLUMP 1 2 2104.501 MAIN WATER REMOVE FTLIN 20 3 2104.509 BOX AND VALVE GATE REMOVE EACH 1 4 2104.523 VALVE AND HYDRANT SALVAGE EACH 1 5 2503.620 FITTINGS IRON DUCTILE POUND 1300 6 2504.602 BOX AND VALVE GATE 8"EACH 1 7 2504.602 BOX AND VALVE GATE 6"EACH 4 8 2504.602 HYDRANT SALVAGED INSTALLED EACH 1 9 2504.602 HYDRANT EACH 3 10 2504.602 BOX AND STOP CURB 1"EACH 13 11 2504.602 STOP CORPORATION 1"EACH 13 12 2504.602 SADDLE 6"EACH 2 13 2504.602 MAIN WATER EXISTING TO CONNECT EACH 1 14 2504.603 52 CL IRON MAIN-DUCT WATER 8" FTLIN 780 15 2504.603 52 CL IRON MAIN-DUCT WATER 6" FTLIN 250 16 2504.603 PIPE COPPER K TYPE 1" FTLIN 460 17 2504.604 INSULATION POLYSTYRENE 4" YD.SQ 30 NOTES: (P) QUANTITY. PLANDEONTES 1. MOBILIZATIONS). MULTIPLE REQUIRE (MAY FIELD THE IN ENGINER THE BY DIRECTEDAS 2. REMOVAL. PAVEMENT BITUMINOUS IN INCLUDED CURB BITUMINOUS OFREMOVAL 3. WORK. OF START TO PRIOR ENGINEER THE BY PRE-APPROVED BEMUST 4. SPECIFICATIONSSEE 5. CRUSHED.100% 6. 5. CLASS BASE AGGREGATE 6" AND EXCAVATIONINCLUDES 7. FABRIC. GEOTEXTILE AND GRAVEL, PEA SOCK, KNITINCLUDES 8. FACILITY. WORKS PUBLIC TODELIVER REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER THC KAK THC PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ e s t - q t y.d g n 4 / 14 / 20 15 12:42:00 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE 4 Sign / Storm Sewer Tabulation TABULATION SIGN "C"TYPE NO. SIGN QUANTITY NOTES TYPEPOST LENGTH POST HEIGHT MOUNTING NO.SIGN Mn/DOT SIZE AREASIGN AREATOTAL LEGEND (FEET)(FEET)(INCHES) FEET)(SQ. FEET)(SQ. C-1 1 21, SQ1 14.0 7.0 R1-1 30"x30"6.25 6.25 STOP C-2 1 1,2 SQ1 14.0 7.0 W14-1 30"x30"6.25 6.25 ENDDEAD TOTAL 2 POSTS2 12.50 NOTES: 1. LENGTH ADDITIONAL INCLUDE NOT DO BUT EMBEDMENT, INCLUDE AND APPROXIMATE ARE LENGTHSPOST SPLICE. FORREQUIRED 2. SIGNS. "C" TYPE OF DRAWINGS DETAILED AND CODE PUNCHING FOR MANUAL SIGNS STANDARDSEE TABULATION SIGN "D"TYPE NO.SIGN QUANTITY NOTES HEIGHT MOUNTING SIZE EACH SIZE TOTALSIZE LEGEND (FEET)(INCHES) FEET)(SQ. FEET)(SQ. D-1 1 3 2,1,10.0 9"x30"1.875 1.88 RDSMITHTOWN D-2 2 3 2,1,10.0 9"x30"1.875 3.75 LNSTAR D-3 1 3 2,1,10.0 9"x30"1.875 1.88 CIRSTAR TOTAL 4 7.50 NOTES: 1. EMBEDMENT. INCLUDE AND APPROXIMATE ARE LENGTHSPOST 2. SET. PLAN IN DETAILS SIGNSEE 3. SIGN. STOP AS POST SAME TO MOUNTED BE TOSIGN HEIGHTS PAYSTRUCTURE CIRCULAR ARCH APRONS PIPEARCHED TODRAINS TOP ARCH SPAN28" GEOTEXTILE STRUCT.STREET STATION OFFSET SIDE SPECIAL (2’X3’ BOX)4020-48 4020-60 4020-72 CASTING CASTING OUTLET RCP12" RCP15" RCP SPAN28"PIPE RIPRA RIPRAP FABRIC NO.FT EACH FTLIN FTLIN FTLIN ASSEMBLY ELEV ELEVATION VCL VCL IIACL APRON GUARDTRASH STRUCT GRADE INVERT IICL IIICL IVTYPE FINISHED BOTTOM FT FT FT EACH EACH NO FT/FT ELEVATION YDCU YDCU YDSQ.REMARKS 5100 CIRCLESTAR 11+05 14 RT 1 R-3067-V 990.07 986.03 66.0 5102 0.01 985.37 5101 CIRCLESTAR 10+38 14 LT 1 R-3067-V 989.63 985.51 28.0 5102 0.005 985.37 5102 CIRCLESTAR 10+38 14 RT 4.26 R-3067-V 989.63 985.37 25.0 5004 0.007 985.19 5000 LANESTAR 7+38 14 LT 1 R-3067-V 990.13 985.94 28.0 5001 0.005 985.80 5001 LANESTAR 7+38 14 RT 4.33 R-3067-V 990.13 985.80 70.0 5003 0.005 985.45 5002 LANESTAR 6+68 14 LT 1 R-3067-V 989.71 985.59 28.0 5003 0.005 985.45 5003 LANESTAR 6+68 14 RT 4.26 R-3067-V 989.71 985.45 52.0 5004 0.005 985.19 5004 LANESTAR 6+16 14 RT 6.31 1642 -R 989.50 985.19 26.0 5006 0.002 985.14 SUMP2’ 5005 LANESTAR 5+90 14 LT 1 R-3067-V 989.17 985.28 28.0 5006 0.005 985.13 5006 LANESTAR 5+90 14 RT 6.04 R-3067-V 989.17 985.13 243.0 5007 0.0028 984.46 SUMP2’ 5007 LANESTAR 3+46 14 RT 5.34 R-3067-V 987.80 984.46 176.0 5008 0.0025 984.02 SUMP2’ 5008 LANESTAR 1+84 14 RT 35.03 R-3067-V 987.05 954.02 28.0 5009 0.003 983.95 SUMP2’ 5009 LANESTAR 1+84 14 LT 5.10 1642 -R 987.05 983.95 34.0 5010 0.003 983.86 SUMP2’ 5010 LANESTAR 1+37 5 LT 5.77 R-3067-V 987.63 983.86 16.0 5011 0.0025 983.80 SUMP2’ 5011 LANESTAR 0+34 30 LT 983.80 1 1 5 10 20 FES 5012 LANESTAR 0+40 25 rt 984.98 28.0 1 1 5010 0.04 983.86 5 10 20 INLET 5 13 5 58 178 147 551 2 2 10 20 40 NOTES: GRATE OF CENTER TO ARE OFFSETS1. GRATE OF CENTER TO ARE ELEVATIONS CASTING OF TOP2. APPLICABLE) (IF SUMP 2’ PLUS INVERT TO CASTING OF TOP 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 PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ e a r t h wo r k .d g n 4 / 13 / 20 15 1:3 5:2 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... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE 5 Earthwork Tabulation PROJECT IMPROVEMENTS UTILITY AND STREET CIRCLE STAR AND LANESTAR LANESTAR STATION EXCAVATION SECTIONROAD AREACUT VOLUMECUT VOLUME CUTCUM. AGGREGATE 5CLASS AGGREGATE 5 CLASSCUM. BORROW GRANULAR SELECT BORROW GRANULAR SELECTCUM. FT][SQ YD.][CU YD.][CU YD.][CU YD.][CU YD.][CU 1+00 0.00 3.239 0.00 0.00 0.00 0.00 1+25 76.01 65.13 68.37 16.53 16.53 50.09 50.09 1+50 74.21 64.30 132.67 16.53 33.06 50.09 100.18 1+75 80.73 66.90 199.57 16.53 49.59 50.09 150.27 2+00 83.43 69.45 269.02 16.53 66.12 50.09 200.36 2+16 82.87 58.18 327.20 10.58 76.70 32.06 232.42 2+25 80.84 42.65 369.85 5.95 82.65 18.03 250.45 2+50 77.89 54.76 424.62 16.53 99.18 50.09 300.55 2+56 77.63 36.61 461.23 3.97 103.15 12.02 312.57 2+75 77.76 44.06 505.28 12.56 115.72 38.07 350.64 3+00 78.18 55.60 560.88 16.53 132.25 50.09 400.73 3+25 79.03 61.76 622.64 16.53 148.78 50.09 450.82 3+31 78.52 40.21 662.85 3.97 152.74 12.02 462.84 3+50 77.65 45.82 708.67 12.56 165.31 38.07 500.91 3+68 77.82 47.41 756.08 11.90 177.21 36.07 536.97 3+75 77.82 34.23 790.31 4.63 181.84 14.03 551.00 4+00 77.04 50.16 840.47 16.53 198.37 50.09 601.09 4+06 76.96 34.23 874.70 3.97 202.34 12.02 613.11 4+25 79.24 43.39 918.09 12.56 214.90 38.07 651.18 4+43 78.34 46.37 964.46 11.90 226.80 36.07 687.25 4+50 76.98 33.60 998.06 4.63 231.43 14.03 701.27 4+75 80.30 51.35 1049.41 16.53 247.96 50.09 751.36 5+00 80.20 60.18 1109.59 16.53 264.49 50.09 801.45 5+04 80.51 37.00 1146.59 2.64 267.14 8.01 809.47 5+25 83.66 49.09 1195.67 13.89 281.02 42.08 851.55 5+50 82.44 60.08 1255.76 16.53 297.55 50.09 901.64 5+75 79.40 64.18 1319.93 16.53 314.08 50.09 951.73 6+00 78.25 65.69 1385.63 16.53 330.61 50.09 1001.82 6+25 74.45 64.69 1450.32 16.53 347.15 50.09 1051.91 6+29 74.04 38.77 1489.09 2.64 349.79 8.01 1059.92 6+35 72.80 28.08 1517.16 3.97 353.76 12.02 1071.95 6+50 72.39 33.22 1550.38 9.92 363.68 30.05 1102.00 6+75 72.11 47.37 1597.76 16.53 380.21 50.09 1152.09 7+00 72.10 54.44 1652.19 16.53 396.74 50.09 1202.18 7+25 72.10 57.97 1710.17 16.53 413.27 50.09 1252.27 7+50 72.64 59.99 1770.16 16.53 429.80 50.09 1302.36 7+72 72.23 57.31 1827.47 14.55 444.35 44.08 1346.44 7+75 72.01 33.77 1861.23 1.98 446.33 6.01 1352.46 8+00 72.12 47.65 1908.88 16.53 462.86 50.09 1402.55 8+25 71.95 54.51 1963.39 16.53 479.39 50.09 1452.64 8+34 254.30 65.01 2028.40 28.44 507.83 56.33 1508.96 8+50 71.95 52.73 2081.12 10.58 518.41 32.06 1541.02 8+75 71.95 57.05 2138.17 16.53 534.94 50.09 1591.11 8+81 256.56 54.48 2192.66 18.96 553.90 37.55 1628.66 8+84 267.21 41.62 2234.28 9.48 563.38 18.78 1647.44 9+00 71.95 41.03 2275.32 10.58 573.96 32.06 1679.50 9+11 71.95 34.93 2310.24 7.27 581.24 22.04 1701.54 9+24 76.01 35.30 2345.54 8.66 589.90 26.25 1727.79 PROJECT IMPROVEMENTS UTILITY AND STREET CIRCLE STAR AND LANESTAR CIRCLESTAR STATION EXCAVATION SECTIONROAD AREACUT VOLUMECUT VOLUME CUTCUM AGGREGATE 5CLASS AGGREGATE 5 CLASSCUM. BORROW GRANULAR SELECT BORROW GRANULAR SELECTCUM. FT][SQ YD.][CU YD.][CU YD.][CU YD.][CU YD.][CU YD.][CU 10+00 73.92 0 0 0.00 0.00 0.00 0.00 10+25 72.65 62 62.02 16.53 16.53 50.09 50.09 10+50 73.10 62 124.24 16.53 33.06 50.09 100.18 10+75 72.44 62 186.27 16.53 49.59 50.09 150.27 10+83 72.29 42 228.25 5.29 54.88 16.03 166.30 10+87 72.31 27 255.54 2.64 57.53 8.01 174.32 11+00 72.33 30 286.01 8.60 66.12 26.05 200.36 11+25 71.95 46 331.93 16.53 82.65 50.09 250.45 11+50 71.95 54 385.57 16.53 99.18 50.09 300.55 11+75 71.95 58 443.08 16.53 115.72 50.09 350.64 11+94 105.19 62 504.84 35.95 151.67 38.07 388.71 11+98 105.19 39 543.94 7.57 159.24 8.01 396.72 12+00 79.72 24 567.73 1.90 161.13 4.01 400.73 REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER THC KAK THC PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ e a r t h wo r k .d g n 4 / 14 / 20 15 12:52:14 PM DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE 572025040 5655 5715 24930 5700 5680 5695 5660 5640 5620 5600 5605 5625 5645 5655 56655675 REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER THC KAK THC PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ g e n e r a l_la y o ut .d g n 4 / 13 / 20 15 1:3 5:3 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... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE General Layout / Directional Surface Drainage 0 60 120 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 TO OBTAIN A FIELD LOCATE OF ALL UTILITIES. STATE LAW REQUIRES ANYONE DIGGING, GRADING OR EXCAVATING EXCAVATION NOTICE SYSTEM PERFORMING ANY EXCAVATION. REQUIRED A MINIMUM OF 48 HOURS PRIOR TO A CALL TO GOPHER STATE ONE (454-0002) IS Sta r L an e Smithtown Road Fairw a y D r * HP HP * HP LP Star Circle LP 6 LP 150560755 TICKET NUMBER: STREET CONSTRUCTION PLAN STORM SEWER CONSTRUCTION PLAN WATERMAIN CONSTRUCTION PLAN PROJECT DISCHARGE POINT SURFACE DRAINAGE DIRECTION LOW POINT HIGH POINT 13 16 20 13 16 20 14 17 21 15 18 19 22 REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER THC KAK THC PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ d e t ail-0 1.dg n 4 / 13 / 20 15 1:3 5:4 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... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE Miscellaneous Details 7 Gate Valve and Box InstallationConcrete Thrust Blocking Clean Out for Subsurface Drainsfor RCP and DIP Improved Pipe Foundation Typical Hydrant InstallationService Connections Sewer and Water Storm Sewer Manhole With Reinforced Top Slab Storm Sewer Junction Manhole CONCRETE REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER THC KAK THC PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ d e t ail-0 2.dg n 4 / 13 / 20 15 1:3 7:5 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... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE Miscellaneous Details 8 Riprap at OutletsCatch Basin Manhole Catch Basin Manhole With Sump Catch Basin Concrete Curb and Gutter TransitionCurb and Gutter Construction at Catch Basin Surmountable Curb and Gutter SECTION SECTION TOP VIEW Concrete Flume 0.5% MIN. 2.5% MAX. CURB & GUTTER (VARIES) 6" CONCRETE SLAB 4" EXISTING ROAD SECTION 6" CLASS 5 AGGREGATE BASE FABRIC TYPE IV GEOTEXTILE 12" 12" 4" #4 BARS @ 12’ O.C. TRANSITION CURB SECTION CURB & GUTTER (VARIES) 4.0’ 3.0’ 2’ EXPANSION JOINT REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER THC KAK THC PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ d e t ail-0 3.dg n 4 / 13 / 20 15 1:3 9:5 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... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE Miscellaneous Details 9 Concrete Flume Street Name Blade Sign Typical Traffic Sign Installation Traffic Sign Installation Mail Box Installation Road Construction for Catch Basin During Inlet Protection Rock Filter Machine Sliced Silt Fence Catch Basin Insert Inlet Protection Rock Construction Entrance 98 4 . 9 4 985 . 4 9 15" r c p b i t bi t bi t bi t g r a vel b i t b r i ck bi t b i t b i t bi t bi t bi t bi t b i t concCSB GUY GSV S S S S S SI GN sign SI GN SI GN S M BMB M B M B MB MB MB MBMB MB MB bi t MB MBMB MB CSB 8 2 2 12 4 6 4 4 22 26 28 8 101 2 12 1 6 12 1 2 16 3 1 6 26 1 2 3 2 1 6 1 6 8 8 2 6 1 0 1 0 1 036 1016 8 32 16 1 6 16 16 26 1 0 12 16 T T T T T T T mulch r o c k s mu l ch mulch mu l ch EB TB TB T B TB TB TB TB T B TBT B TB T T T T SB1 SB2 SB3 S B5 SB4 E E mulch mul c h gar d e n r oc k s r o c k s 12 EB rwall planter CTB C TB EB T TV T T TT E i n=974. 7 0 i n=975. 0 0 t c=987. 9 8 in=9 76. 00 t c=988 . 41 i n=98 1.30 t c=99 0.48 in =977. 00 in =979. 00 tc =9 89. 83 i n =977. 70 tc =990. 65 gr ave l x 5720 250 40 5715 24 930 5700 5680 5695 5660 5640 5620 5600 5605 5625 5645 5655 5665 5675 x xx xxx x x x x xxxxxxxx REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER THC KAK THC PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ r e m-0 1.dg n 4 / 13 / 20 15 1:4 1:15 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE Star Lane S m ith to w n R oa d 0 30 60 10 S ta r C ircle REMOVE BITUMINOUS PAVEMENT V LEGEND SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) S M REMOVE SIGN M M M M M M M MM M M M M B V S S S C C C C Existing Conditions / Removal Plan M REMOVE 60’ STORM PIPE B B B B B B B B BB B B B B B PAVERS SALVAGE AND REINSTALL C CLEAR AND GRUB TREES BY ACRE REMOVE BITUMINOUS DRIVEWAY CONSTRUCTION LIMITS YARD LIGHT SALVAGE AND REINSTALL C x SALVAGE AND REINSTALL MAIL BOX 0.06 ACRES CLEAR & GRUB M SALVAGE 50’ FENCE SALVAGE 50’ FENCE SALVAGE 121’ FENCE SALVAGE CASTING BARRIER RAIL SALVAGE TIMBER HOMEOWNER SUPPORT REMOVAL WITH COORDINATE MAILBOX AND FENCE (INCIDENTAL) PROTECT INVISIBLE FENCE (INCIDENTAL) PROTECT INVISIBLE 9. PROTECT ALL SAWED BITUMINOUS PAVEMENT EDGES. TO VERIFY THEIR EXACT LOCATION AND ELEVATION. APPROXIMATE IT IS THE CONTRACTORS RESPONSIBILITY 8. THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 7. CONTRACTOR SHALL PROTECT EXISTING UTILITIES COMPENSATION, UNLESS OTHERWISE NOTED. ITEMS DURING CONSTRUCTION AT NO ADDITIONAL SHRUBS, RETAINING WALLS, AND OTHER LANDSCAPING 6. CONTRACTOR SHALL PROTECT EXISTING TREES, CITY MAINTENANCE GARAGE. 5. SALVAGE ALL CASTINGS AND DELIVER TO THE PAVEMENT REMOVALS. 4 SAW CUT PAVEMENT (FULL DEPTH) FOR BITUMINOUS BITUMINOUS PAVEMENT BID ITEM. 3. BITUMINOUS CURB REMOVAL IS INCIDENTAL TO REMOVE THE MINIMUM REQUIRED TO COMPLETE THE WORK. 2, CONTRACTOR SHALL LIMIT THE DISTURBED AREA TO FIELD BY THE ENGINEER. 1. ALL REMOVALS WILL BE MARKED IN THE NOTES: REMOVE 10’- 6" DIP AND 6" GATE VALVE SALVAGE HYDRANT SALVAGE GATE VALVE REMOVE TREE (EACH) SALVAGE 40’ FENCE PROTECT BOULDER WALL (INCIDENTAL) (INCIDENTAL) PROTECT RETAINING WALL BOP Sta = 10+00.00 EOP Sta = 12+29.86 11+00 12+00 BOP St a = 1 +00. 0 0 PI Sta = 7+97 . 11 EOP Sta = 9+24.10 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9 +00 9 84. 94 9 85. 49 1 5 " r c p bi t bi t bi t b i t gr a v e l bi t br i c k b i t bi t bi t b i t bi t b i t b i t bi t concCSB GUY GSV S S S S S SI GN sign SI GN S IGN S M B M B M B M B MB MB MB MBMB MB MB b i t MB MBMB MB CSB 8 22 1 2 4 6 4 4 2 2 2 6 2 8 8 1 012 1 2 16 1 2 12 16 3 16 2 6 12 32 16 16 8 8 26 10 10 103 6 1 01 6 8 3 2 1 6 16 1 6 1 6 2 6 10 1 2 1 6 T T T T T T T mulch rocks mul c h mulch mul c h EB TB T B TB TB T B TB T B TB TBTB T B T T T T S B1 SB2 SB3 SB5 S B4 E E mulch mu l ch g a r den r o cks rocks 1 2 EB rwall planter CT B CTB EB T TV T T TT E in=9 74. 70 in=9 75. 00 tc =9 87. 98 i n=97 6.00 t c =988. 41 in=9 81. 30 t c=990 . 48 i n=977. 0 0 i n=979. 0 0 t c=989. 8 3 i n=977 . 70 t c=990. 6 5 gr a v e l REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER THC KAK THC PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ e r o - 01.d g n 4 / 13 / 20 15 1:4 1:2 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... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE 5720 25 04 0 5715 2 493 0 5700 5680 5695 5660 5640 5620 5600 5605 5625 5645 5655 5665 5675 8" 1 0" 10" 24 " 24" 10 " 20" 30" 6" T bit bitgrav bitgrav grav bit garden 18" 1 8"CSB CSB CSB CSB CSB CSBCSB CTL AER CTL AER CTL AER CTL AER CTL AER CTL AER CT L AER CTL AE R CT L AER CTL AER CTL AER Star Lane S m ith to w n R o ad 0 30 60 S ta r C ircle F F I F Erosion Control / Turf Establishment Plan FFFF F F FFF CONSTRUCTION LIMITS CONSTRUCTION LIMITS LEGEND I I I I I I I I I I I I F 11 ROCK CONSTRUCTION ENTRANCE 23-0-23 @ 200 lbs/acre SOD WITH 6" TOPSOIL AND FERTILIZER CATEGORY 2 WOOD FIBER 15,RD Mn/DOT EROSION CONTROL BLANKET Mn/DOT SEED MIX 33-261 @ 35lbs/acre INLET PROTECTION FILTER LOG (BIO ROLL) DIRECTED BY THE ENGINEER. 4. INSTALL MACHINE SLICED SILT FENCE AS AND EROSION CONTROL. 3. CONTRACTOR TO BE RESPONSIBLE FOR ALL SEDIMENT COORDINATING OFF SITE DISPOSAL. AND MAINTAINING CONCRETE WASHOUT AREA OR 2. CONTRACTOR TO BE RESPONSIBLE FOR DESIGNATING UNTIL FINAL STABILIZATION. 1. PROVIDE INLET PROTECTION FOR ALL INLETS 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 PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ t yp ic a l- 01.d gn 4 / 13 / 20 15 1:4 1:2 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... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE Replacement Bituminous Driveway 12 Typical Section 1: 1 R/W R/WROADWAY > 2.5% PROFILE GRADE 14’ TO BACK 14’ TO BACK 2.0% MAX.3:1 MAX.3:1 2.5%2.0% IN THE FIELD AS DIRECTED BY THE ENGINEER 4" PERFORATED PE DRAINTILE 25’25’ APPROVED SUBGRADE (INCIDENTAL) (MnDOT 3138) (INCIDENTAL) 4" CLASS 5 AGGREGATE BASE OR RECYCLED EQUAL SPWEA240C 3" TYPE SP 9.5 BITUMINOUS WEAR COURSE MIX (TYPICAL) CONCRETE CURB & GUTTER SURMOUNTABLE (SEE SPECIFICATION) AND SOD OR SEED 6" TOPSOIL BORROW (SEE SPECIFICATION) AND SOD OR SEED 6" TOPSOIL BORROW APPROVED SUBGRADE (PAID AS SUBGRADE PREP) GEOTEXTILE FABRIC (Mn/DOT 3733, TYPE V) 24" SELECT GRANULAR MATERIAL (MnDOT 3149.2B) 8" CLASS 5 AGGREGATE BASE (100% CRUSHED LIMESTONE) 2" SPNWB230C BITUMINOUS NON WEARING COURSE (MnDOT 2360) 2357 BITUMINOUS TACK COAT 2" SPWEA240C BITUMINOUS WEARING COURSE (MnDOT 2360) BOP St a = 1+0 0.00 2+00 3+00 4+00 5+00 9 8 4 . 94 9 8 5 . 49 15 " r c p b i t bi t b i t b i t g r ave l b i t CS B GUY GSV S S S IGN sign S IGN MB MB MBMB MB 8 2 2 12 4 6 4 4 22 26 2 8 8 1012 1 2 16 1 2 1 2 16 3 16 2 6 12 32 16 8 8 2 6 1 0 10 T T T T Tmulch r o c ks mul ch mulch mul ch EB TB TB T T T T SB1 S B2 E E mul c h i n=974 . 70 i n=975 . 00 t c=987 . 98 i n =976. 00 tc=9 88. 41 gr a v e l 5720 5715 5700 5680 5695 5675 X REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER THC KAK THC PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ p lan - 0 1.d g n 4 / 13 / 20 15 1:4 1:3 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... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE 975.00n 974.70 976.00 ex. 9" pvc ex. 9" pvc s t a . 1 + 2 2 e x t c = 9 8 7 . 8 8 s t a . 3 + 7 6 e x t c = 9 8 8 . 4 1 -0.66%0.40%0.50%0.50% 9 8 7 . 6 9 9 8 7 . 6 7 9 8 7 . 8 7 9 8 8 . 0 7 9 8 8 . 3 2 9 8 8 . 5 7 9 8 8 . 8 2 9 8 9 . 0 7 9 8 9 . 4 0 9 8 7 . 6 5 9 8 7 . 4 5 9 8 7 . 4 9 9 8 7 . 5 2 9 8 7 . 8 0 9 8 8 . 0 3 9 8 8 . 3 1 9 8 8 . 7 3 9 8 9 . 0 9 9 8 9 . 3 4 1+00 2+00 3+00 4+00 5+00 975 970 980 985 990 995 980 985 990 995 975 970 MIN. 7.5’ COVER MAT CH L I N E S T A. 5 + 5 0 CONSTRUCTION LIMITS CONSTRUCTION LIMITS Star Lane EXISTING > PROFILE PROPOSED > PROFILE PROPOSED > ELEVATION EXISTING > ELEVATION MAT C H L I NE S T A. 5 + 5 0 13 Watermain Construction Plan 0 30 60 CONNECT TO EXISTING 8" WATERMAIN TO VERIFY THEIR EXACT LOCATION AND ELEVATION. APPROXIMATE IT IS THE CONTRACTORS RESPONSIBILITY 5. THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 4. CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING THE MINIMUM REQUIRED TO COMPLETE THE WORK. 3. CONTRACTOR SHALL KEEP DISTURBED AREAS TO CURB STOP BOX PLACED ON THE PROPERTY LINE. 2. WATER SERVICES TO BE 1" TYPE "K" COPPER WITH THE ENGINEER 1. WATER SERVICES TO BE INSTALLED AS DIRECTED BY NOTES: S m i t h t o w n R o a d 8"- 45 BEND STA 1+83, 10’ LT 8" DIP 8" DIP 10’ MIN. 261’ - 8" DIP CL 52 POLY WRAPPED 5675 8"- 45 BEND STA 1+09, 8’ RT (TYP) WATER SERVICE WITH 8" GATE VALVE TO EXISTING 8" WATER MAIN STA. 1+50, 10’ RT CONNECT 10’- 6" DIP AND NEW 6" GATE VALVE AND INSTALL SALVAGED HYDRANT STA, 1+55, 19’ RT 8"x6" TEE STA 1+54, 9’ RT 4" INSULATION SEPARATION MAINTAIN 18" (TYPICAL) 4" INSULATION BOP Sta = 10+00.00 PI St a = 7 +97. 1 1 EOP Sta = 9+24.10 6+00 7+00 8+00 9+00 bi t bi t b i t bi t bi t conc S S SI GN S M BMB M B M B MB MB bi t CS B 1 6 10 1 03 6 16 1 6 2 6 10 12 16 T T T B T B TBTB TB SB3 SB4 mulch planter C TB CT B EB T TV T T TT E i n=97 7.00 i n=97 9.00 t c =989. 83 i n=97 7.70 t c=99 0.65 5660 5640 5620 5600 5605 5645 REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER THC KAK THC PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ p lan - 0 2 .d g n 4 / 13 / 20 15 1:4 1:3 9 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE 979.00e 977.00 977.70ex. 9" pvc s t a . 6+ 2 9 e x t c =9 9 0 . 65 s t a . 7 +9 5 e x t c = 99 0 . 6 5 0.67%1.50%0.58% 2.38%-2.50%22.0 0% 9 8 9 . 4 0 9 8 9 . 7 4 9 9 0 . 1 1 9 9 0 . 4 0 9 9 0 . 7 4 9 9 1 . 5 2 9 9 2 . 4 1 9 9 2 . 0 7 9 8 9 . 3 4 9 8 9 . 6 9 9 8 9 . 8 6 9 9 0 . 1 1 9 9 0 . 4 5 9 9 0 . 8 8 9 9 1 . 6 5 9 9 1 . 5 5 6+00 7+00 8+00 9+00 975 970 980 985 990 995 980 985 990 995 975 970 CONSTRUCTION LIMITS CONSTRUCTION LIMITS Star Lane MATCH LINE S ta r C ircle EXISTING > PROFILE PROPOSED > PROFILE MAT C H L I NE S T A. 5 + 5 0 PROPOSED > ELEVATION EXISTING > ELEVATION MIN. 7.5’ COVER MATC H L I NE S T A. 5 + 5 0 14 Watermain Construction Plan 0 30 60 TO VERIFY THEIR EXACT LOCATION AND ELEVATION. APPROXIMATE IT IS THE CONTRACTORS RESPONSIBILITY 5. THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 4. CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING THE MINIMUM REQUIRED TO COMPLETE THE WORK. 3. CONTRACTOR SHALL KEEP DISTURBED AREAS TO CURB STOP BOX PLACED ON THE PROPERTY LINE. 2. WATER SERVICES TO BE 1" TYPE "K" COPPER WITH THE ENGINEER 1. WATER SERVICES TO BE INSTALLED AS DIRECTED BY NOTES: STA 7+98, 10’ LT8"x6" TEE STA 6+40, 10’ LT HYDRANT ASSEMBLY 6" GATE VALVE 8"x6" REDUCER STA 9+16, 18’ LT 8"x6" TEE STA 5+55, 10’ LT HYDRANT ASSEMBLY 6" GATE VALVE 8’- 6" DIP CL 52 STA 5+55, 19’ LT STA 8+90, 10’ LT 8" DIP 10’ MIN. 122’- 8" DIP CL 52 POLY WRAPPED 5675 5625 (TYP) WATER SERVICE SEPARATION MAINTAIN 18" (TYPICAL) 4" INSULATION SEPARATION MAINTAIN 18" (TYPICAL) 4" INSULATION SEPARATION MAINTAIN 18" (TYPICAL) 4" INSULATION BOP St a = 10+00 . 00 EOP Sta = 12+2 9.86 11+00 12+00 6+0 0 brick bit bit bit S S SIGN MB MB MB MB MB bit 10 16 8 32 1616 16 10 T T TB TB TB TB SB3 SB5 mu l ch garden rocks rocks 12 EB r wa l l pl ant e r T T T E in=981.30 tc=990.48 in=977.00 in=979.00 tc=989.83 56 60 5 64 5 5 655 56 65567 5 REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER THC KAK THC PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ p lan - 0 3 .d g n 4 / 13 / 20 15 1:4 1:4 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... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE 981.30 977.00 979.00e ex. 9" pvc e x t c = 9 8 9. 8 3 s t a . 1 0 + 00 e x t c = 9 9 0. 4 8 s t a . 1 1 + 78 0.50%0.95%0.70%2 2.00% 1.34% 9 8 9 . 9 3 9 9 0 . 1 8 9 9 0 . 4 3 9 9 0 . 7 4 9 9 1 . 1 7 9 8 9 . 8 3 9 9 0 . 0 5 9 9 0 . 2 0 9 9 0 . 4 4 9 9 0 . 6 3 10+00 11+00 12+00 975 970 980 985 990 995 980 985 990 995 975 970 PROPOSED > PROFILE EXISTING > PROFILE PROPOSED > ELEVATION EXISTING > ELEVATION 13MATCH LINE SEE SHEET CONSTRUCTION LIMITS 0 30 60 MATCH LINE SEE SHEET MIN. 7.5’ COVER 15 Watermain Construction Plan Star Circle CONSTRUCTION LIMITS 14 HYDRANT ASSEMBLY 6" GATE VALVE STA 12+15.7, 10’ LT 6" DIP 8 " DI P 8 " DI P TO VERIFY THEIR EXACT LOCATION AND ELEVATION. APPROXIMATE IT IS THE CONTRACTORS RESPONSIBILITY 5. THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 4. CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING THE MINIMUM REQUIRED TO COMPLETE THE WORK. 3. CONTRACTOR SHALL KEEP DISTURBED AREAS TO CURB STOP BOX PLACED ON THE PROPERTY LINE. 2. WATER SERVICES TO BE 1" TYPE "K" COPPER WITH THE ENGINEER 1. WATER SERVICES TO BE INSTALLED AS DIRECTED BY NOTES: 10’ MIN. 227’- 6" DIP CL 52 POLY WRAPPED SEPARATION MAINTAIN 18" TYPICAL 4" INSULATION 6" SADDLE (TYP) WATER SERVICE WITH 6" SADDLE (TYP) WATER SERVICE WITH BOP St a = 1+0 0.00 2+00 3+00 4+00 5+00 9 8 4 . 94 9 8 5 . 49 15 " r c p b i t bi t b i t b i t g r ave l b i t CS B GUY GSV S S S IGN sign S IGN MB MB MBMB MB 8 2 2 12 4 6 4 4 22 26 2 8 8 1012 1 2 16 1 2 1 2 16 3 16 2 6 12 32 16 8 8 2 6 1 0 10 T T T T Tmulch r o c ks mul ch mulch mul ch EB TB TB T T T T SB1 S B2 E E mul c h i n=974 . 70 i n=975 . 00 t c=987 . 98 i n =976. 00 tc=9 88. 41 gr a v e l 5720 5715 5700 5680 5695 5675 X REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER THC KAK THC PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ p lan - 0 4 .d g n 4 / 14 / 20 15 6 :5 6:33 AM DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE 7 2 - 4 0 2 0 TC = 9 8 7 . 6 3 5 ’ LT S T A. 1 + 3 7 5007500850095010 7 2 - 4 0 2 0 TC = 9 8 7 . 0 5 1 4 ’ RT S T A. 1 + 7 0 . 5 7 2 - 4 0 2 0 TC = 9 8 7 . 0 5 1 4 ’ L T ST A. 1 + 7 0 . 5 CL IV @ 0.28% 243’- 28" SPAN ARCH RCP CL IV @ 0.30% 28’- 28" SPAN ARCH RCP 9 8 1 . 8 6 s u mp 9 8 3 . 8 6 9 8 1 . 9 5 s u mp 9 8 3 . 9 5 982.02 sump 984.02 982.46 sump 984.46 CL IV @ 0.25% 176’- 28" SPAN ARCH RCP CL IV @ 0.30% 34’- 28" SPAN ARCH RCP 6 0 - 4 0 2 0 T C = 9 8 7 . 8 0 1 4 ’ RT S TA . 3 + 4 6 . 5 -0.66%0.40%0.50%0.50% 9 8 7 . 6 9 9 8 7 . 6 7 9 8 7 . 8 7 9 8 8 . 0 7 9 8 8 . 3 2 9 8 8 . 5 7 9 8 8 . 8 2 9 8 9 . 0 7 9 8 9 . 4 0 9 8 7 . 6 5 9 8 7 . 4 5 9 8 7 . 4 9 9 8 7 . 5 2 9 8 7 . 8 0 9 8 8 . 0 3 9 8 8 . 3 1 9 8 8 . 7 3 9 8 9 . 0 9 9 8 9 . 3 4 1+00 2+00 3+00 4+00 5+00 R C AP RO N 3 0 ’ L T S T A. 0 + 3 4 981.86 sump 983.86 5010 5011 983.80 5012 RC AP R ON 2 5 ’ R T S T A. 0 + 4 0 984.98 GUARD @ 3.29% + RC APRON WITH TRASH 28’- 28" SPAN ARCH RCP CL IV GUARD @ 0.25% + RC APRON WITH TRASH 16’- 28" SPAN ARCH RCP CL IV 975 970 980 985 990 995 980 985 990 995 975 970 MATC H L I NE S T A. 5 + 5 0 CONSTRUCTION LIMITS Star Lane S m i t h t o w n R o a d EXISTING > PROFILE PROPOSED > PROFILE PROPOSED > ELEVATION EXISTING > ELEVATION MAT C H L I NE S T A. 5 + 5 0 16 Storm Sewer Construction Plan STORM SEWER CONNECT TO EXISTING LEGEND 2 (MNDOT 3131C) INSTALL PRECAST CONCRETE HEADWALL TO VERIFY THEIR EXACT LOCATION AND ELEVATION. APPROXIMATE IT IS THE CONTRACTORS RESPONSIBILITY 3. THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 2. CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING THE MINIMUM REQUIRED TO COMPLETE THE WORK. 1. CONTRACTOR SHALL KEEP DISTURBED AREAS TO NOTES: 2 2 50075008 5009 5010 5011 SEE TYPICAL SECTION 4" PERFORATED DRAINTILE SEE TYPICAL SECTION 4" PERFORATED DRAINTILE 0 30 60 4" PVC DRAINTILE (SEE SPECIFICATION) & GEOTEXTILE FABRIC RIPRAP (CLASS II & III) (SEE SPECIFICATION) & GEOTEXTILE FABRIC RIPRAP (CLASS II & III) CONSTRUCTION LIMITS 5675 CONRETE FLUME 987.35 STA. 1+58.5 CONSTRUCT CONRETE FLUME 987.35 STA. 1+58.5 CONSTRUCT 5012 987.87 TOP BACK OF CURB BOP Sta = 10+00.00 PI St a = 7 +97. 1 1 EOP Sta = 9+24.10 6+00 7+00 8+00 9+00 bi t bi t b i t bi t bi t conc S S SI GN S M BMB M B M B MB MB bi t CS B 1 6 10 1 03 6 16 1 6 2 6 10 12 16 T T T B T B TBTB TB SB3 SB4 mulch planter C TB CT B EB T TV T T TT E i n=97 7.00 i n=97 9.00 t c =989. 83 i n=97 7.70 t c=99 0.65 5660 5640 5620 5600 5605 5645 REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER THC KAK THC PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ p lan - 0 5 .d g n 4 / 13 / 20 15 1:4 1:5 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... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE 983.13 SUMP 985.13 985.45 4 8 - 4 0 2 0 TC = 9 8 9 . 7 1 1 4 ’ RT S T A. 6 + 6 8 @ 0.50% 52’- 15" RCP CL V 985.80 5001 4 8 - 4 0 2 0 TC = 9 9 0 . 1 3 1 4 ’ RT S T A. 7 + 3 8 @ 0.50% 70’- 15" RCP CL V 5003 50045006 CL IV @ 0.25% 26’- 28" SPAN ARCH RCP 7 2 - 4 0 2 0 T C = 9 8 9 . 5 0 1 4 ’ R T S T A. 6 +1 6 7 2 - 4 0 2 0 T C = 9 8 9 . 1 7 1 4 ’ RT S T A. 5 + 9 0 985.19 0.67%1.50%0.58% 2.38%-2.50%22 .0 0% 9 8 9 . 4 0 9 8 9 . 7 4 9 9 0 . 1 1 9 9 0 . 4 0 9 9 0 . 7 4 9 9 1 . 5 2 9 9 2 . 4 1 9 9 2 . 0 7 9 8 9 . 3 4 9 8 9 . 6 9 9 8 9 . 8 6 9 9 0 . 1 1 9 9 0 . 4 5 9 9 0 . 8 8 9 9 1 . 6 5 9 9 1 . 5 5 6+00 7+00 8+00 9+00 2 x 3 CB T C = 9 8 9 . 7 1 1 4 ’ L T S TA . 6 + 6 8 5002 5003 985.45 @ 0.50% 28’- 12" RCP CL V 985.59 @ 0.50% 28’- 12" RCP CL V 2 x 3 C B T C = 9 9 0 . 1 3 1 4 ’ L T S T A. 7 +3 8 985.94 985.80 50015000 983.14 SUMP 985.14 5006 @ 0.50% 28’- 12" RCP CL V 2 x 3 CB T C = 9 8 9 . 1 7 1 4 ’ L T S TA . 5 + 9 0 985.28 5005 975 970 980 985 990 995 980 985 990 995 975 970 CONSTRUCTION LIMITS CONSTRUCTION LIMITS Star Lane MATCH LINE S tar C ircle EXISTING > PROFILE PROPOSED > PROFILE MAT C H L I NE S T A. 5 + 5 0 PROPOSED > ELEVATION EXISTING > ELEVATION MATC H L I NE S T A. 5 + 5 0 17 5000 50015003 5002 5004 5006 5005 Storm Sewer Construction Plan TO VERIFY THEIR EXACT LOCATION AND ELEVATION. APPROXIMATE IT IS THE CONTRACTORS RESPONSIBILITY 3. THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 2. CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING THE MINIMUM REQUIRED TO COMPLETE THE WORK. 1. CONTRACTOR SHALL KEEP DISTURBED AREAS TO NOTES: 0 30 60 SEE TYPICAL SECTION 4" PERFORATED DRAINTILE SEE TYPICAL SECTION 4" PERFORATED DRAINTILE 4" PVC DRAINTILE 5675 5625 BOP St a = 10 +00. 0 0 EOP Sta = 12+2 9.86 11+00 12+00 6+00 brick bit bit bit S S SIGN MB MB MB MB MB bit 10 16 8 32 1616 16 10 T TB TB TB TB SB3 SB5 mu l ch garden rocks rocks 12 EB r wa l l pl ant e r T E in=981.30 tc=990.48 in=977.00 in=979.00 tc=989.83 5 66 0 564 5 565 5 5 66556 75 REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER THC KAK THC PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ p lan - 0 6 .d g n 4 / 13 / 20 15 1:4 2:0 1 PM DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE 2 x 3 CB T C = 9 9 0 . 0 7 1 4 ’ RT S TA. 1 1 +0 5 5100 4 8 - 4 0 2 0 T C = 9 8 9 . 3 0 1 4 ’ RT S TA. 1 0 +3 8 5102 986.32 9 8 5 . 1 9 @ 0.70% 25’- 15" RCP CL V @ 1.00% 66’- 12" RCP CL V 5004 985.37 985.66e 0.50%0.95%0.70%2 2.00% 1.34% 9 8 9 . 9 3 9 9 0 . 1 8 9 9 0 . 4 3 9 9 0 . 7 4 9 9 1 . 1 7 9 8 9 . 8 3 9 9 0 . 0 5 9 9 0 . 2 0 9 9 0 . 4 4 9 9 0 . 6 3 10+00 11+00 12+00 985.37985.51 @ 0.50% 28’- 12" RCP CL V 5102 2 x 3 CB T C = 9 8 9 . 6 3 1 4 ’ LT S TA . 1 0 + 3 8 5101 975 970 980 985 990 995 980 985 990 995 975 970 PROPOSED > PROFILE EXISTING > PROFILE PROPOSED > ELEVATION EXISTING > ELEVATION MATCH LINE SEE SHEET CONSTRUCTION LIMITS MATCH LINE SEE SHEET 18 5100 Storm Sewer Construction Plan TO VERIFY THEIR EXACT LOCATION AND ELEVATION. APPROXIMATE IT IS THE CONTRACTORS RESPONSIBILITY 3. THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 2. CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING THE MINIMUM REQUIRED TO COMPLETE THE WORK. 1. CONTRACTOR SHALL KEEP DISTURBED AREAS TO NOTES: 16 17 Star Circle 5101 5102 5004 SEE TYPICAL SECTION 4" PERFORATED DRAINTILE SEE TYPICAL SECTION 4" PERFORATED DRAINTILE 0 30 60 4" PVC DRAINTILE BOP Sta = 1+00.00 2+00 3+0 0 982.97 982.77 15" c mp 18" cmp 983.68 983.66 984.94 985.4915" rcp bit bit CSB GUYGSV S SIGN sign SIGN MB MB MB 8 22 12 4 6 4 4 22 26 28 8 10 12 12 T T T T T mu l ch rocks TB TB T SB1 E in=974.70 in=975.00 tc=987.98 X REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER THC KAK THC PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ p lan - 0 7 .d g n 4 / 13 / 20 15 1:4 2:0 7 PM DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE PT Sta = 25+30.72 PC Sta = 27+10.06 PT S t a = 3 1 + 22 . 7 2 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 984 9 8 6 98 6 9 8 6 988 988 9 9 0 9 9 2 992 GUY GUY GUY GUY GUY GUY 6" 6"8" 8" 6" 24" 24" 10" 10" 24"24" 10" 20" 30" GUY 6" 14"14"14" SIGN SIGN SIGNSIGN SIGN CB S S S T MB MB MB MB MBMB GSV TB 12" rcp 12" rcp 8" cpm 12" cmp 10" cmp 15" rcp 10" cmp 10" cmp 10" r c p bit bit grav bit grav grav bit garden 18"18" gravel 12" 6" 6" 6"6"6" 12" 7" CSB CSBCSB CSB CSB CSB CSBCSB edge of vegetation edge of vegetation edge of vegetation CT L AE R 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 CTL AER CTL AER CTL AER 19 Infiltration Swale Construction Plan WITH APRONS WITH TRASH GUARDS INSTALL 40’- 28" SPAN ARCH CMP REMOVE 40’- 18" CMP AND INVERT = 984.00 INVERT = 983.70 12.5 SY GEOTEXTILE FABRIC 6.3 CY RIPRAP 12.5 SY GEOTEXTILE FABRIC 6.3 CY RIPRAP 4" WYE 4" BEND 60’- 4" PVC TO MAINTAIN GRADE MINOR DITCH GRADING 2’ 4’ 3: 1 0 30 60 6’ CATEGORY 2 WOOD FIBER 1S RD. Mn/DOT EROSION CONTROL BLANKET Mn/DOT SEED MIX 33-261 @ 35lbs/acre INSTALL RIRPAP AND FABRIC MINOR DITCH GRADING TO WITH FILTER SOCK 218’- 4" PERFORATED PVC A A TYPICAL DITCH SECTION A-A SEE SPECIFICATION 15% COMPOST, Mn/DOT GRADE 2 15% TOP SOIL; 70% CONSTRUCTION SAND Mn STORMWATER MAUAL 6" ENGINEERED SOIL MIX A Mn/DOT DETAIL 3131C CONCRETE HEADWALL INSTALL PRECAST CONTROL/TURF ESTABLISHMENT PLAN. 3. SEED ALL DISTURBED AREAS AS IDENTIFIED ON EROSION TO VERIFY THEIR EXACT LOCATION AND ELEVATION. APPROXIMATE IT IS THE CONTRACTORS RESPONSIBILITY 2. THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 1. CONTRACTOR SHALL PROTECT EXISTING UTILITIES NOTES: MATERIAL (MODIFIED) (INCIDENTAL) 6" DEPTH SELECT GRANUALAR STAPLE 1’ O.C. 6" OVERLAP CATEGORY3B, 1S, RD Mn/DOT EROSION CONTROL BLANKET POINT 1 FLO WFLO W DITCH CHECK PERMANENT POINT 2 RECOMENDATION MANUFACTURERS STAPLES PER MIN. 1’ BEYOND TOIE FABRICH TO EXTEND A NOTE: THE ENDS. OVER THE DITCH CHECK AND NOT AROUND POINT 2 TO ENSURE THAT WATER FLOWS POINT 1 MUST BE A MIN. 6" HIGHER THAN NOTE: CHECK 6 12 CL OR CL-SC (PER ASTM 2487) UNIFIED SOIL CLASSIFICATION MATERIAL MUST MEET THE FOLLOWING (INCHES) HEIGHT (INCHES) WIDTH MATERIAL SOIL AND COMPACT 4. BACK FILL WITH NATURAL 3. STAPLE @ 1.5’ INTERVALS 2. LAY BLANKET IN TRENCH 1. DIG 6"x6" TRENCH ANCHOR TRENCH 1’-3’ 6" 6" FLOW 1 1.5 6" PER Mn/DOT 2575 ANCHORED IN 6"x6" TRENCH, EROSION STABILIZATION MAT (SEE TABLE) WIDTH (SEE TABLE) HIGHT MANUFACTURER SIDE OF FABRIC PER STAPLE DOWNSTREAM (SEE TABLE) MATERIALS 984 986 INVERT = 983.0 WITH FILTER SOCK 4" PERFORATED PVC AND RIPRAP (SEE DETAIL) COVERED WITH GEOTEXTILE FABRIC EARTH DITCH BLOCK TO 985.00 (SEE DETAIL) CLEAN OUT (SEE DETAIL) CLEAN OUT BOP St a = 1+0 0.00 2+00 3+00 4+00 5+00 9 8 4 . 94 9 8 5 . 49 15 " r c p b i t bi t b i t b i t g r ave l b i t CS B GUY GSV S S S IGN sign S IGN MB MB MBMB MB 8 2 2 12 4 6 4 4 22 26 2 8 8 1012 1 2 16 1 2 1 2 16 3 16 2 6 12 32 16 8 8 2 6 1 0 10 T T T T Tmulch r o c ks mul ch mulch mul ch EB TB TB T T T T SB1 S B2 E E mul c h i n=974 . 70 i n=975 . 00 t c=987 . 98 i n =976. 00 tc=9 88. 41 gr a v e l REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER THC KAK THC PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ p lan - 0 8 .d g n 4 / 13 / 20 15 1:4 2:12 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE -0.66%0.40%0.50%0.50% BOP ST A = 1 +2 5 . 0 0 BOP EL = 9 8 7. 8 5 VPI STA = 1+70.50 VPI EL = 987.55 CURVE LEN = 0.00 VPI STA = 3+00.00 VPI EL = 988.07 CURVE LEN = 0.00 VPI STA = 4+06.00 VPI EL = 988.60 CURVE LEN = 0.00 VPI STA = 5+04.00 VPI EL = 989.09 CURVE LEN = 0.00 9 8 7 . 6 9 9 8 7 . 6 7 9 8 7 . 8 7 9 8 8 . 0 7 9 8 8 . 3 2 9 8 8 . 5 7 9 8 8 . 8 2 9 8 9 . 0 7 9 8 9 . 4 0 9 8 7 . 6 5 9 8 7 . 4 5 9 8 7 . 4 9 9 8 7 . 5 2 9 8 7 . 8 0 9 8 8 . 0 3 9 8 8 . 3 1 9 8 8 . 7 3 9 8 9 . 0 9 9 8 9 . 3 4 1+00 2+00 3+00 4+00 5+00 5720 5715 5700 5680 5695 5675 X 975 970 980 985 990 995 980 985 990 995 975 970 28’ BACK TO BACK 18’ R. 18’ R. 5’ CURB TRANSISTION 5’ CURB TRANSISTION MATC H L I NE S T A. 5 + 5 0 MAT C H L I NE S T A. 5 + 5 0 EXISTING > PROFILE PROPOSED > PROFILE PROPOSED > ELEVATION EXISTING > ELEVATION CONSTRUCTION LIMITS CONSTRUCTION LIMITS Star Lane S m ith to w n R o ad 0 30 60 20 Street Construction Plan CONCRETE CURB & GUTTER SURMOUNTABLE TC=988.36 ASSEMBLY NEW CASTING & GUTTER CONCRETE CURB SURRMOUNTABLE 5675 BOP Sta = 10+00.00 PI St a = 7 +97. 1 1 EOP Sta = 9+24.10 6+00 7+00 8+00 9+00 bi t bi t b i t bi t bi t conc S S SI GN S M BMB M B M B MB MB bi t CS B 1 6 10 1 03 6 16 1 6 2 6 10 12 16 T T T B T B TBTB TB SB3 SB4 mulch planter C TB CT B EB T TV T T TT E i n=97 7.00 i n=97 9.00 t c =989. 83 i n=97 7.70 t c=99 0.65 5660 5640 5620 5600 5605 5645 REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER THC KAK THC PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ p lan - 0 9 .d g n 4 / 14 / 20 15 12:42:10 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE 0.67%1.50%0.58% 2.38%-2.50%22.0 0% VPI STA = 6+29.00 VPI EL = 989.93 CURVE LEN = 0.00 VPI STA = 6+35.00 VPI EL = 990.02 CURVE LEN = 0.00 VP C STA = 7 + 2 7 . 0 0 VP C E L = 9 90 . 5 6 VPI STA = 7+72.00 VPI EL = 990.82 CURVE LEN = 90.00 K = 50.04 E = 0.20 VPT S T A = 8 +1 7. 0 0 VP T E L = 9 9 1 . 8 9 VP C S TA = 8 + 18 . 5 0 VP C E L = 9 9 1 . 9 3 HP S TA = 8 + 62 . 4 2 HP E L = 9 9 2 . 4 5 VPI STA = 8+63.50 VPI EL = 993.00 CURVE LEN = 90.00 K = 18.43 E = 0.55 VPT ST A = 9 +0 8 . 5 0 VPT EL = 9 9 1. 8 8 VPI STA = 9+13.50 VPI EL = 991.75 CURVE LEN = 0.00 EOP S TA = 9 + 15 . 0 0 EOP E L = 9 9 2 . 0 8 9 8 9 . 4 0 9 8 9 . 7 4 9 9 0 . 1 1 9 9 0 . 4 0 9 9 0 . 7 4 9 9 1 . 5 2 9 9 2 . 4 1 9 9 2 . 0 7 9 8 9 . 3 4 9 8 9 . 6 9 9 8 9 . 8 6 9 9 0 . 1 1 9 9 0 . 4 5 9 9 0 . 8 8 9 9 1 . 6 5 9 9 1 . 5 5 6+00 7+00 8+00 9+00 975 970 980 985 990 995 980 985 990 995 975 970 28’ BACK TO BACK CONSTRUCTION LIMITS CONSTRUCTION LIMITS MATC H L I NE S T A. 5 + 5 0 MAT C H L I NE S T A. 5 + 5 0 MATCH LINE 25’ R. 25’ R. 50’ R. EXISTING > PROFILE PROPOSED > PROFILE PROPOSED > ELEVATION EXISTING > ELEVATION Star Lane S tar C ircle 0 30 60 21 Street Construction Plan CONCRETE CURB & GUTTER SURMOUNTABLE TC=989.89 NEW CASTING ASSEMBLY 5625 5675 TC=991.41 NEW CASTING ASSEMBLY CASTING SPECIAL ADJUST FRAME AND RING & GUTTER CONCRETE CURB SURMOUNTABLE TC=992.70 NEW CASTING ASSEMBLY CHEMICAL GROUT MANHOLE CASTING SPECIAL ADJUST FRAME AND RING BOP St a = 10+00 . 00 EOP Sta = 12+2 9.86 11+00 12+00 6+0 0 brick bit bit bit S S SIGN MB MB MB MB MB bit 10 16 8 32 1616 16 10 T TB TB TB TB SB3 SB5 mu l ch garden rocks rocks 12 EB r wa l l pl ant e r T E in=981.30 tc=990.48 in=977.00 in=979.00 tc=989.83 5 66 0 564 5 565 5 5 66556 75 REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER THC KAK THC PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ p lan - 10 .d g n 4 / 13 / 20 15 1:4 2:2 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... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE 0.50%0.95%0.70%2 2.00% 1.34% BOP ST A = 1 0+ 0 0 . 00 BOP EL = 9 8 9. 9 3 VPI STA = 11+38.10 VPI EL = 990.63 CURVE LEN = 0.00 VPI STA = 11+82.80 VPI EL = 991.05 CURVE LEN = 0.00 VPI STA = 12+12.80 VPI EL = 991.26 CURVE LEN = 0.00 VPI STA = 12+14.30 VPI EL = 991.59 CURVE LEN = 0.00 EOP S TA = 12 + 2 9 . 8 6 EOP E L = 9 9 1 . 8 0 9 8 9 . 9 3 9 9 0 . 1 8 9 9 0 . 4 3 9 9 0 . 7 4 9 9 1 . 1 7 9 8 9 . 8 3 9 9 0 . 0 5 9 9 0 . 2 0 9 9 0 . 4 4 9 9 0 . 6 3 10+00 11+00 12+00 975 970 980 985 990 995 980 985 990 995 975 970 Star Circle S ta r L an e 0 30 60 15’ R. 15’ R. 40’ R. 40’ R. 30’ R. EXISTING > PROFILE PROPOSED > PROFILE PROPOSED > ELEVATION EXISTING > ELEVATION 28’ BACK TO BACK CONSTRUCTION LIMITS MATCH LINE SEE SHEET MATCH LINE SEE SHEET 13 13 Street Construction Plan 22 CONCRETE CURB & GUTTER SURMOUNTABLE TC=991.00 NEW CASTING ASSEMBLY b i t b i t b i t b i t b i t conc M B M B M B M B MB 1 2 1 6 T B T BT B T B S B 4 C T B C T B E B REVISIONSNO.DATE BY CHK LIC. NO: Plan By: Design By: Checked By: Approved By: THE LAWS OF THE STATE OF MINNESOTA MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER THC KAK THC PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ p lan - 11.d gn 4 / 13 / 20 15 1:4 2:2 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... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE BOP Sta = 10+00.00 EOP Sta = 12+29.86 1 1 + 0 0 1 2 + 0 0 6+00 7+00 b r i c k b i t b i t b i t S I GN MB MB MBMB MB b i t C S B 1 6 8 1 0 1 03 6 1 01 6 8 3 2 1 6 1 6 1 6 1 6 2 6 1 0T B T B T B T B T B S B3 S B 5 mulch g a r d e n r o c k s r o c k s 1 2 E B rwall planter E P I S t a = 7 + 9 7 . 1 1 EOP S ta = 9+ 24.10 8 + 0 0 9 +00 991.12 x x 992.75 x 990.85 991.18 990.85 991.18 x x 991.12 991.45 x991.67 992.00 991.14990.81x 991.36 991.03 x 991.23 990.89 x 991 . 32 99 0 . 99 x 1.70% 0.50 % 0.50% 0.50% 1 . 7 0 % 1.70% 2. 11 % 3. 7 2 % 9 9 0 . 6 3 9 9 0 . 30 x 9 9 0 . 6 3 9 9 0 . 3 0 x 990.63 x 991.05 x 991.29 990.96 x 991.06 990.73 x991.08 990.75 x 0.70% 0. 7 0 % 0 . 7 0 % 0 . 7 0 % Street Construction Plan 23 0 . 5 0 % x 983.93 x 990.15 x 989.73 x 989.46 989.79 989.46 989.79 x 9 8 9 . 5 2 9 8 9 . 8 5 x 9 8 9 . 5 2 9 8 9 . 8 5 x 989.79 x 0 . 5 0 % 1.42%0.58% x 989.88 990.21 989.88 990.21 x 0 15 30 0 15 30 HP HP 24 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 PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ x s e c t - 01.d gn 4 / 13 / 20 15 1:4 2:3 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... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE 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 1 1 00 00 ++990 990 995 995 985 985 STA =1+00 ORIGINAL EL =987.67 1 1 25 25 ++985 985 990 990 980 980 STA =1+25 ORIGINAL EL =987.85 DESIGN EL =987.85 1 1 50 50 ++985 985 990 990 980 980 STA =1+50 ORIGINAL EL =987.63 DESIGN EL =987.57 1 1 75 75 ++985 985 990 990 980 980 STA =1+75 ORIGINAL EL =987.66 DESIGN EL =987.42 2 2 00 00 ++985 985 990 990 980 980 STA =2+00 ORIGINAL EL =987.70 DESIGN EL =987.39 2 2 16 16 ++985 985 990 990 980 980 STA =2+16 ORIGINAL EL =987.72 DESIGN EL =987.45 2 2 25 25 ++985 985 990 990 980 980 STA =2+25 ORIGINAL EL =987.73 DESIGN EL =987.50 2 2 50 50 ++985 985 990 990 980 980 STA =2+50 ORIGINAL EL =987.77 DESIGN EL =987.62 2 2 56 56 ++985 985 990 990 980 980 STA =2+56 ORIGINAL EL =987.81 DESIGN EL =987.65 2 2 75 75 ++985 985 990 990 980 980 STA =2+75 ORIGINAL EL =987.94 DESIGN EL =987.75 3 3 00 00 ++985 985 990 990 980 980 STA =3+00 ORIGINAL EL =988.12 DESIGN EL =987.87 3 3 25 25 ++985 985 990 990 980 980 STA =3+25 ORIGINAL EL =988.22 DESIGN EL =988.08 25 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 PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ x s e c t - 01.d gn 4 / 13 / 20 15 1:4 2:3 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... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE 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 3 3 31 31 ++ 990 990 995 995 985 985 STA =3+31 ORIGINAL EL =988.25 DESIGN EL =988.11 3 3 50 50 ++990 990 995 995 985 985 STA =3+50 ORIGINAL EL =988.32 DESIGN EL =988.22 3 3 68 68 ++990 990 995 995 985 985 STA =3+68 ORIGINAL EL =988.41 DESIGN EL =988.33 3 3 75 75 ++990 990 995 995 985 985 STA =3+75 ORIGINAL EL =988.45 DESIGN EL =988.37 4 4 00 00 ++990 990 995 995 985 985 STA =4+00 ORIGINAL EL =988.59 DESIGN EL =988.51 4 4 06 06 ++990 990 995 995 985 985 STA =4+06 ORIGINAL EL =988.62 DESIGN EL =988.55 4 4 25 25 ++990 990 995 995 985 985 STA =4+25 ORIGINAL EL =988.74 DESIGN EL =988.65 4 4 43 43 ++990 990 995 995 985 985 STA =4+43 ORIGINAL EL =988.84 DESIGN EL =988.75 26 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 PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ x s e c t - 01.d gn 4 / 13 / 20 15 1:4 2:3 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... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE 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 4 4 50 50 ++990 990 995 995 985 985 STA =4+50 ORIGINAL EL =988.88 DESIGN EL =988.79 4 4 75 75 ++990 990 995 995 985 985STA =4+75 ORIGINAL EL =989.04 DESIGN EL =988.93 5 5 00 00 ++990 990 995 995 985 985STA =5+00 ORIGINAL EL =989.20 DESIGN EL =989.07 5 5 04 04 ++990 990 995 995 985 985STA =5+04 ORIGINAL EL =989.22 DESIGN EL =989.09 5 5 25 25 ++990 990 995 995 985 985STA =5+25 ORIGINAL EL =989.37 DESIGN EL =989.23 5 5 50 50 ++990 990 995 995 985 985STA =5+50 ORIGINAL EL =989.55 DESIGN EL =989.40 5 5 75 75 ++990 990 995 995 985 985STA =5+75 ORIGINAL EL =989.68 DESIGN EL =989.57 6 6 00 00 ++990 990 995 995 985 985STA =6+00 ORIGINAL EL =989.77 DESIGN EL =989.74 27 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 PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ x s e c t - 01.d gn 4 / 13 / 20 15 1:4 2:4 0 PM DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE 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 6 6 25 25 ++990 990 995 995 985 985STA =6+25 ORIGINAL EL =989.82 DESIGN EL =989.91 6 6 35 35 ++990 990 995 995 985 985STA =6+35 ORIGINAL EL =989.83 DESIGN EL =990.02 6 6 50 50 ++990 990 995 995 985 985STA =6+50 ORIGINAL EL =989.85 DESIGN EL =990.11 6 6 75 75 ++990 990 995 995 985 985STA =6+75 ORIGINAL EL =989.92 DESIGN EL =990.25 7 7 00 00 ++990 990 995 995 985 985 STA =7+00 ORIGINAL EL =990.03 DESIGN EL =990.40 7 7 25 25 ++990 990 995 995 985 985 STA =7+25 ORIGINAL EL =990.12 DESIGN EL =990.55 7 7 50 50 ++990 990 995 995 985 985 STA =7+50 ORIGINAL EL =990.21 DESIGN EL =990.69 7 7 72 72 ++990 990 995 995 985 985 STA =7+72 ORIGINAL EL =990.35 DESIGN EL =990.82 7 7 75 75 ++990 990 995 995 985 985 STA =7+75 ORIGINAL EL =990.39 DESIGN EL =990.88 8 8 00 00 ++990 990 995 995 985 985 STA =8+00 ORIGINAL EL =990.68 DESIGN EL =991.41 8 8 34 34 ++990 990 995 995 985 985 STA =8+34 ORIGINAL EL =991.30 DESIGN EL =992.07 28 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 PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ x s e c t - 01.d gn 4 / 13 / 20 15 1:4 2:4 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... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE 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 8 8 81 81 ++990 990 995 995 985 985 STA =8+81 ORIGINAL EL =991.72 DESIGN EL =992.23 8 8 84 84 ++990 990 995 995 985 985 STA =8+84 ORIGINAL EL =991.67 DESIGN EL =992.20 9 9 00 00 ++990 990 995 995 985 985 STA =9+00 ORIGINAL EL =991.53 DESIGN EL =992.00 29 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 PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ x s e c t - 01.d gn 4 / 13 / 20 15 1:4 2:4 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... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE 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 00 00 ++990 990 995 995 985 985 STA =10+00 ORIGINAL EL =989.83 DESIGN EL =989.94 10 10 25 25 ++990 990 995 995 985 985STA =10+25 ORIGINAL EL =989.88 DESIGN EL =990.06 10 10 50 50 ++990 990 995 995 985 985STA =10+50 ORIGINAL EL =990.05 DESIGN EL =990.18 10 10 75 75 ++990 990 995 995 985 985STA =10+75 ORIGINAL EL =990.11 DESIGN EL =990.31 10 10 83 83 ++990 990 995 995 985 985 STA =10+83 ORIGINAL EL =990.14 DESIGN EL =990.35 10 10 87 87 ++990 990 995 995 985 985 STA =10+87 ORIGINAL EL =990.15 DESIGN EL =990.37 11 11 00 00 ++990 990 995 995 985 985 STA =11+00 ORIGINAL EL =990.20 DESIGN EL =990.44 11 11 50 50 ++990 990 995 995 985 985 STA =11+50 ORIGINAL EL =990.44 DESIGN EL =990.69 11 11 94 94 ++990 990 995 995 985 985 STA =11+94 ORIGINAL EL =990.59 DESIGN EL =990.91 11 11 98 98 ++990 990 995 995 985 985 STA =11+98 ORIGINAL EL =990.62 DESIGN EL =990.94 30 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 PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ s w p p p .d g n 4 / 13 / 20 15 1:4 2:5 0 PM DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE 31 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 PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ s w p p p .d g n 4 / 13 / 20 15 1:4 5:13 P M DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE 32 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 PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ s w p p p .d g n 4 / 13 / 20 15 1:4 7:0 5 PM DATE:engineering planning environmental construction... St. Paul, MN 55101 477 Temperance Street wsbeng.com Tel: (651)286 8450 Fax: (651)286 8488... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE 33 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 PTH 03/23/15 45782K:\ 0 1459-9 7 0\ Ca d\ Pla n \ s w p p p .d g n 4 / 13 / 20 15 1:4 8:4 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... 33 OF SHEET James L. Stremel, PE Shorewood City Project No. 14-11 WSB Project 01459-970 for the City of Shorewood, Minnesota and Appurtenant Work Street and Utility Improvements Project Star Lane & Star Circle LIC. NO:LIC. NO:45782 James L. Stremel, PE