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2020-04-27_ENCHANTED_ISLAND_&_SHADY_ISLAND_STREET_RECLAIMATION_PROJECTSCALE IN FEET 0 1000 2000 K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - C - T I T L . d w g 4/ 2 0 / 2 0 2 0 3 : 3 8 : 5 2 P M N STREET RECLAMATION PROJECT CITY OF SHOREWOOD STREET RECLAMATION, CURB & GUTTER, BITUMINOUS OVERLAYCONSTRUCTION PLAN FOR LOCATED ON ENCHANTED LANE / SHADY ISLAND ROAD PROJECT LOCATION MAP F/O UGT GAS EXISTING PLAN SYMBOLS PROPERTY LINES/RIGHT-OF-WAY UTILITY EASEMENT TREE LINE SIGN DECIDUOUS TREE SHRUB CONIFEROUS TREE EXISTING UTILITY SYMBOLS FIBER OPTIC CABLE UNDERGROUND TELEPHONE GAS LINE CATV VAULT POWER POLE ELECTRIC BOX CATCH BASIN STORM APRON CND CTV COM UNDERGROUND CABLE CABLE TV OVERHEAD COMMUNICATIONS LINE OHE UNDERGROUND POWER OVERHEAD POWER UGEUNDERGROUND ELECTRIC OHTOVERHEAD TELEPHONE WATER MAIN SANITARY SEWER STORM SEWER GATE VALVE HYDRANT SANITARY SEWER MANHOLE STORM SEWER MANHOLE ST S SECT 30, TWP 117N, RNG 23W THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." GOPHER ONE CALL TICKET NUMBERS: 182972791, 182972792, 182972793, 182972794, 182972795, 182972796, 182972797, 182972798, 182972799, 182972800, 182972801 UTILITY COORDINATION MEETING HELD ON: 1ST - 11/07/2019, 2ND - 05/07/2020 APPROVED BYSHEET NO.DATE PLAN REVISIONS I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. LICENSE NUMBER:DATE:04/27/2020 49954 ERIC M. ECKMAN, P.E. ENCHANTED POINT FROM ENCHANTED LANE TO EAST TERMINUS A CALL TO GOPHER STATE ONE (651-454-0002) IS REQUIRED A MINIMUM OF 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION. EXCAVATION NOTICE SYSTEM PLAN SET INDEX UTILITY INFORMATION THIS PLAN SET CONTAINS 87 SHEETS THIS PLAN SET HAS BEEN PREPARED FOR: CITY OF SHOREWOOD 5755 COUNTRY CLUB ROAD SHOREWOOD, MN 55331 (952) 960-7900 COUNTY:HENNEPIN PROJECT LOCATION ENCHANTED ISLAND AND SHADY ISLAND ENCHANTED DRIVE FROM ENCHANTED LANE TO TERMINUS DELLWOOD LANE FROM ENCHANTED DRIVE TO TERMINUS ENCHANTED COVE FROM ENCHANTED DRIVE TO TERMINUS SHADY ISLAND CIRCLEFROM SHADY ISLAND ROAD TO TERMINUS SHADY ISLAND POINTFROM SHADY ISLAND CIRCLE TO TERMINUS SHADY ISLAND TRAIL FROM SHADY ISLAND CIRCLE TO TERMINUS PROJECT LOCATION SHEET NO.DESCRIPTION 1 TITLE SHEET 2 GENERAL LAYOUT 3 CONSTRUCTION NOTES 4 STATEMENT OF ESTIMATED QUANTITIES 5 TYPICAL SECTIONS 6-8 STANDARD DETAILS 9-18 REMOVAL PLAN 19-37 STREET CONSTRUCTION PLAN 38-40 INTERSECTION DETAILS 41-50 EROSION CONTROL AND RESTORATION PLAN 51-53 STORM WATER POLLUTION PREVENTION PLAN 54-87 CROSS SECTIONS GOVERNING SPECIFICATIONS THE 2020 EDITION OF THE CITY OF SHOREWOOD GENERAL SPECIFICATIONS AND STANDARD PLATES SHALL GOVERN. THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN. ALL UTILITY WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 2018 CITY ENGINEER'S ASSOCIATION OF MINNESOTA STANDARD UTILITY SPECIFICATIONS. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. SHEET 87 OF WSB PROJ. NO. 012809-000 1CITY PROJ. NO. 18-11 4180 4205 4245 4285 4325 4385 4405 4445 4365 4485 4545 4565 4595 4370 4390 4410 4430 4450 4475 4505 4495 4540 4475 4550 4560 4580 4725 4695 4720 4765 4785 4805 4825 4845 4550 4530 4510 4460 44404350 4420 4400 4380 4360 4340 4320 4300 4325 4335 4345 4355 4365 4425 4445 4465 4475 4485 4415 4435 4455 4940 4950 4960 4970 4980 4990 5000 5040 5060 5080 5100 5120 5140 5200 5220 5240 5260 5325 5305 5285 5245 5225 5185 5165 5125 5065 5045502549954955 4925 4320 4300 4180 4205 4245 4285 4325 4385 4405 4445 4365 4485 4545 4565 4595 4370 4390 4410 4430 4450 4475 4505 4495 4540 4475 4550 4560 4580 4725 4695 4720 4765 4785 4805 4825 4845 4550 4530 4510 4460 44404350 4420 4400 4380 4360 4340 4320 4300 4325 4335 4345 4355 4365 4425 4445 4465 4475 4485 4415 4435 4455 4940 4950 4960 4970 4980 4990 5000 5040 5060 5080 5100 5120 5140 5200 5220 5240 5260 5325 5305 5285 5245 5225 5185 5165 5125 5065 5045502549954955 4925 4320 4300 WET WET WET SCALE IN FEET 0 200 400 N ENCHANT E D L A N E SH A D Y I S L A N D C I R C L E SHADY I S L A N D R O A D EN C H A N T E D D R I V E DEL L W O O D L A N E ENCHANTED COVE S H A D Y I S L A N D T R I A L S H A D Y I S L A N D P O I N T EN C H A N T E D L A N E E N C H A N T E D P O I N T C4.XX GENERAL LAYOUT LEGEND STREET CONSTRUCTION PLAN EROSION CONTROL PLAN REMOVAL PLANC0.XX 19 27 20 21 28 22 23 31 33 30 32 29 24 34 25 2635 37 36 C0.XX 9 13 9 10 13 10 11 15 16 14 15 14 11 16 17 18 17 12 12 46 47 46 48 47 42 43 43 44 44 48 49 50 49 42 41 45 45 41 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - C - G E N L - L A Y T . d w g 4/ 2 0 / 2 0 2 0 3 : 3 9 : 0 5 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A GENERAL LAYOUT 2 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME UNIT WEIGHT OF BITUMINOUS MIX: 113 lbs/sy-in AGGREGATE BASE CLASS 5 : 105 lbs/sy-in TACK COAT (NEW PAVEMENT): 0.05 gallons/sy C1. THE CONTRACTOR SHALL DEVELOP AND SUBMIT A STAGING PLAN TO THE ENGINEER FOR REVIEW AND APPROVAL. THE CONTRACTORSHALL CONTAIN OPERATIONS TO THE STAGING AREA AS IDENTIFIED IN THE PLANS. C2. THE CONTRACTOR IS TO COORDINATE ALL SURFACE CONSTRUCTION WITH PRIVATE UTILITIES SUCH AS TELEPHONE, GAS, CABLE TV, ETC.(INCIDENTAL). THE CONTRACTOR SHALL CALL GOPHER STATE ONE CALL A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION. C3. THE INFORMATION SHOWN ON THESE PLANS CONCERNING TYPE AND LOCATION OF PRIVATE UTILITIES IS NOT GUARANTEED TO BEACCURATE OR ALL-INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN DETERMINATION AS MAY BE NECESSARYTO AVOID DAMAGE THERETO. C4. ALL CONSTRUCTION AS CALLED FOR IN THESE CONTRACT DOCUMENTS SHALL BE PERFORMED IN ACCORDANCE WITH ALL OSHAREQUIREMENTS. C5. STRIP ALL IN PLACE TOPSOIL AND SLOPE DRESSING IN AREAS TO BE DISTURBED BY CONSTRUCTION AND REUSE AS SLOPE DRESSING. C6. SLOPE DRESSING ON THIS PROJECT IS DEFINED AS THE TOPSOIL PLACED DURING CONSTRUCTION TO PROVIDE A MEDIUM FORESTABLISHING TURF. C7. BITUMINOUS AND CONCRETE ITEMS NOT RECLAIMED AND DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THECONTRACT0R AND SHALL BE DISPOSED OUTSIDE OF THE RIGHT OF WAY IN ACCORDANCE WITH MN/DOT SPECIFICATION 2104.3D3. C8. SELECT GRANULAR MATERIAL SHALL MEET THE REQUIREMENTS OF MN/DOT SPECIFICATION 3149. C9. WHERE CONNECTING TO IN PLACE ROADWAYS AT THE TERMINI OF THE PROPOSED NEW CONSTRUCTION, CUT VERTICALLY TO THEBOTTOM OF THE IN PLACE SURFACING THEN AT A 1(V):20(H) TAPER TO THE BOTTOM OF THE RECOMMENDED SUBGRADE EXCAVATION. C10. AS A PRECAUTIONARY MEASURE, TRAFFIC LANES TO BE USED DURING CONSTRUCTION MUST BE DELINEATED TO KEEP VEHICLES A SAFEDISTANCE AWAY FROM THE ADJACENT EXCAVATION. THE DELINEATION SHOULD COINCIDE WITH POINTS ESTABLISHED BY PROJECTINGA 1(V) : 2(H) OR FLATTER SLOPE BETWEEN THE EDGE OF THE TRAFFIC SURFACE AND THE BOTTOM OF THE EXCAVATION. CONSTRUCTION NOTES U1. ALL SANITARY SEWER AND STORM SEWER MANHOLE CASTINGS WITHIN THE GRADING AND ROADWAY AREA ARE TO BE ADJUSTED TO0.04' BELOW THE FINISH BITUMINOUS GRADE CATCH BASINS TOP OF CASTING SHALL BE DEPRESSED 0.17'. ADJUST CASTING SHALLINCLUDE THE REMOVAL OF THE EXISTING CASTING AND THE COMPLETE REPLACEMENT OF ALL ADJUSTING RINGS. NEW CASTINGASSEMBLIES (NEENAH R-1642 OR APPROVED EQUAL FOR SANITARY AND STORM SEWER MANHOLES AND NEENAH R-3067-V OR APPROVED EQUAL FOR CATCH BASINS) WILL BE PAID FOR SEPARATELY. U2. THE CONTRACTOR SHALL STAGE CONSTRUCTION TO MAINTAIN DISCHARGE FROM EXISTING STORM SEWER SYSTEM. ALL MATERIALS,LABOR, AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. UTILITY NOTES BASIS FOR PLAN QUANTITY CONSTRUCTION NOTES C11. GROUND WATER ELEVATIONS MAY FLUCTUATE DUE TO VARIATIONS IN SEASONAL AND ANNUAL PRECIPITATION. (SEE SOIL BORINGS INTHE PROJECT MANUAL) C12. TEST ROLLING OF THE SUBGRADE WILL BE REQUIRED, ACCORDING TO THE 2016 MN/DOT SPECIFICATIONS OR AS MODIFIED IN THESPECIAL PROVISIONS. C13. USE TACK COAT BETWEEN ALL BITUMINOUS LAYERS AND PRIOR TO PLACING ANY BITUMINOUS MIXTURES ON EXISTING PAVEMENT.THE BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.05 GAL/SQ YD FOR NEW PAVEMENT LOCATIONSAND 0.10 GAL/SQ YD FOR MILL & OVERLAY PAVEMENT LOCATIONS BETWEEN BITUMINOUS LAYERS AND AT THE FACE OF CURB &GUTTER . THE APPLICATION RATE IS FOR UNDILUTED EMULSIONS (AS SUPPLIED FROM THE REFINERY) OR MC RC LIQUID ASPHALTS. THE ASPHALT EMULSION MAY BE FURTHER DILUTED IN THE FIELD IN ACCORDANCE WITH MN/DOT SPECIFICATION 2357. C14. WHENEVER THE WORD "INCIDENTAL" IS USED IN THIS PLAN OR SPECIFICATIONS, IT SHALL MEAN THAT NO DIRECT PAYMENT SHALL BEMADE. C15. NO EXTRA PAYMENT WILL BE MADE FOR TEMPORARY STOCKPILING OF EXCAVATION, EMBANKMENT, AND/OR BORROW MATERIAL. C16. THE CONTRACTOR SHALL COORDINATE THE REMOVAL AND REINSTALLATION OF ALL MISCELLANEOUS STRUCTURES SUCH AS PRIVATESIGNS, GARBAGE PICK UPS, ETC. WITHIN THE PROJECT LIMITS WITH THE APPROPRIATE OWNERS. THIS WORK SHALL BE INCIDENTAL TOTHE ITEM WHICH REQUIRES THE REMOVAL AND/OR RELOCATION, UNLESS A BID ITEM HAS BEEN PROVIDED FOR IN THE PROPOSALFORM. C17. TEMPORARY EROSION CONTROL DEVICES AND THEIR SUGGESTED LOCATIONS HAVE BEEN SHOWN ON THE PLANS ALONG WITH PAYITEMS FOR THEIR USE. THIS DOES NOT HOWEVER RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO CONDUCT CONSTRUCTION IN A MANNER THAT WILL CONTROL EROSION. MAINTAIN EROSION CONTROL AS SET IN MN/DOT SPECIFICATIONS 1717, 1803, 2101, 2105,2573, AND 2575, AND AS AMENDED BY THE SPECIAL PROVISIONS. C18. PLEASE READ THE PERMIT APPLICATION AND THE PERMIT FOR ANY SPECIAL CONDITIONS. THE FOLLOWING CONSTRUCTION PERMITSAPPLY: A - NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) UTILITY CONTACTS CENTERPOINT ENERGYJOSHUA HAUKOMXJoshua.Haukom@centerpointenergy.com CENTURYLINKDANE BEECHAMXDane.Beecham1@centurylink.com JAGUAR COMMUNICATIONSMICHAEL BROADWATERX MBroadwater@jagcom.net MEDIACOMCHRIS THOMPSONXCThompson1@mediacomcc.com XCEL ENERGYBRIAN BROUCEKXBrian.D.Broucek@xcelenergy.com ZAYOSTEVE SENGERXSteven.senger@zayo.com WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - C - P L T S - D E T L . d w g 4/ 2 0 / 2 0 2 0 3 : 3 9 : 1 2 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A CONSTRUCTION NOTES 3 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - S E Q - T A B S . d w g 4/ 2 0 / 2 0 2 0 3 : 3 9 : 2 1 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STATEMENT OF ESTIMATED QUANTITIES 4 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME VARIES 2" TYPE SP 9.5 BITUMINOUS WEARING COURSE (SPWEA240C) 2357 BITUMINOUS TACK COAT 2" TYPE SP 12.5 BITUMINOUS NON-WEARING COURSE (SPNWB240C) 8" AGGREGATE BASE (RECLAIMED) APPROVED SUBGRADE C R/WL VARIES 2.50%2.50% 6" SELECT TOPSOIL BORROW AND TURF RESTORATION (SEE EROSION CONTROL) R/W VARIES 6" SELECT TOPSOIL BORROW AND TURF RESTORATION (SEE EROSION CONTROL) 1' GRAVEL SHOULDER1' GRAVEL SHOULDER CONCRETE DRIVEWAY REPLACEMENT PAVEMENT SECTION 6" CONCRETE APPROVED SUBGRADE (INCIDENTAL) 6" CLASS 5 AGGREGATE BASE OR RECYCLED EQUAL (INCIDENTAL) BITUMINOUS DRIVEWAY REPLACEMENT PAVEMENT SECTION 3" TYPE SP 9.5 WEAR COURSE MIX (2,B) (SPWEA240B) APPROVED SUBGRADE (INCIDENTAL) 6" CLASS 5 AGGREGATE BASE OR RECYCLED EQUAL (INCIDENTAL) WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - T Y P S - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 3 9 : 2 8 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A TYPICAL SECTIONS 5 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 16' 10' 3:13:1 MAILBOX APRON DETAIL APRON AT GRAVEL DRIVEWAYS DETAIL VARIES VARIES 3:1 3:1M ROAD ROAD 5' PLATE NO. LAST REVISION: BED-03 IMPROVED FOUNDATION FOR RCP AND DIP DEC. 2017 "D" DENOTES OUTSIDE DIAMETER OF PIPE D 12" 6" D+12" MIN. COARSE FILTER AGGREGATE MnDOT SPEC. 3149H MOD. COMPACTED BACKFILL GRANULAR FOUNDATION MATERIAL IN THESE AREAS SHALL BE CONSIDERED INCIDENTAL. GRANULAR BEDDING PLATE NO. LAST REVISION: ERO-03 HEAVY DUTY SILT FENCE JAN. 2016 DIRECTION O F R U N O F F NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESH WITH HOG RINGS, STEEL POST WITH TIE WIRES, OR WOOD POSTS WITH STAPLES 6"24" MIN 6" SUPPORT POSTANCHORAGE IN-SITUSOIL FABRIC ANCHORAGE TRENCH BACKFILL TRENCH WITHTAMPED NATURAL SOIL ENGINEERING FABRIC AS SPECIFIED (ORANGE) WIRE MESH REINFORCEMENT METAL POST OR STAKE PLATE NO. LAST REVISION: ERO-05 FLOATING SILT CURTAIN JAN. 2016 FLOW OF WATERWAY RIVER VELOCITY MODERATE, 3 - 5 FT./SEC. SLOW, LESS THAN 3 FT./SEC. X X NOTE:DOUBLE SILT FENCES SHOULD BE SPACED 10' APART. STEEL CABLE FLOATATION CARRIER WATER SURFACE ANCHOR CABLE OR CHAIN ANCHOR CURTAINFABRIC CURTAINWEIGHT ±12"BOTTOM FL O W O F W A T E W A Y 14 STREAM WIDTH MAX TEMPORARYFILL WORK AREA PLAN VIEWFLOTATION SILT CURTAIN - TYPE WORK AREA (SPEC. 3887)FOR CONTAINING OVERFLOWS FROM WEIRS, STANDPIPES,SETTLING PONDS DESIGN GUIDELINES: WHEN TEMPORARY FILL ENCROACHES LESS THAN 1/4 OF THE WIDTH OF STREAM.MAXIMUM WATER VELOCITY: 5 FT/SEC.MAXIMUM WATER DEPTH: 11 FT. TEMPORARY FILL WORK AREA 35° 45° ∠Θ PLAN VIEWFLOTATION SILT CURTAIN - TYPE MOVING WATER (SPEC. 3887)FOR CONTAINING OVERFLOWS FROM WEIRS, STANDPIPES,SETTLING PONDS DESIGN GUIDELINES: WHEN TEMPORARY FILL ENCROACHES MORE THAN 1/4 OF THE WIDTH OF STREAM BUT LESS THAN 1/3 WIDTH OF THE STREAM.MAXIMUM WATER VELOCITY: 5 FT/SEC.MINIMUM WATER DEPTH: 3 FT.MAXIMUM WATER DEPTH: 11 FT. RIVER BANK RIVERBANK UNDERWATERANCHOR MIN.300 LBS POINT WHERE FILL MEETSWATERSURFACE 25' MIN. ANCHOR CABLE ANCHORPOINT A FLOTATION SILTCURTAIN, TYPE MOVING WATERANCHORPOINT B Θ GREATER THAN 1/4 THE STREAM/RIVER WIDTH XX ANCHOR IN WATER 100' TYPICAL LESSTHAN 1/3 STREAM WIDTH 45° ANCHORPOINT A PLATE NO. LAST REVISION: ERO-06 INLET PROTECTION - CATCH BASIN INSERT AFTER PAVING JAN. 2016 NOTES:1.WIMCO ROAD DRAIN CB-23 HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL OR CITY APPROVED EQUAL. DEFLECTOR PLATE OVERFLOW AT TOP OF FILTER ASSEMBY OVERFLOW IS 12 OF THE CURB BOX HEIGHT FILTER ASSEMBLY DIAMETER, 6" ON-GRADE 10" AT LOW POINT CURB CG-23 HIGH-FLOW HIGH-FLOW FABRIC PLATE NO. LAST REVISION: ERO-16 BOULDER RETAINING WALL JAN. 2016 4 1 1 10 TO 12 NOTES: 1.CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIARIZED WITH EXISTING STRUCTURES, TOPOGRAPHY, SURFACE DRAINAGEAND UTILITIES.2.CONTRACTOR SHALL CHECK WITH CITY FOR APPROPRIATE PERMIT. 3.CONTACT GOPHER STATE ONE CALL AT 651-454-0002 FOR PRECISE ON SITE LOCATION OF UTILITIES PRIOR TO ANY EXCAVATION. 4.CONTRACTOR TO VERIFY PROPERTY LINE DIMENSIONS AND LOCATION WITH THE CITY OF SHOREWOOD.5.ALL INFORMATION SHOWN IS APPROXIMATE, CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATION. TYPE IV GEOTEXTILEFABRIC (Mn/DOT SPEC. 3733) SECURELY FASTEN TO SLOPE STONE BACKFILL 6" COMPACTED CLAY SEAL 6" TOPSOIL & SOD BOULDER, WOOD, OR BLOCK WALL 1' MIN.EMBEDMENT H 1/2" PVC WEEP HOLES WITH SCREEN 1' MIN. 0.4H MIN. WIDTH BOULDER STONE4" PVCPERFORATED DRAINTILE PLATE NO. LAST REVISION: ERO-17 BOULDER RETAINING WALL JAN. 2016 GENERAL NOTES:1.CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIARIZED WITH EXISTING STRUCTURES, TOPOGRAPHY, SURFACEDRAINAGE AND UTILITIES 2.CONTACT GOPHER STATE ONE CALL AT 651-454-0002 FOR PRECISE ON SITE LOCATION OF UTILITIES PRIOR TO ANY EXCAVATION. 3.CONTRACTOR TO VERIFY PROPERTY LINE DIMENSIONS AND LOCATION WITH THE CITY OF SHOREWOOD.4.ALL INFORMATION SHOWN IS APPROXIMATE, CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS. STONES FOR BOULDER WALL THE STONE SHALL BE DURABLE FIELD STONE OF APPROVED QUALITY, SOUND, HARD AND FREE OF SEAMS, CRACKS AND OTHER STRUCTURAL DEFECTS. TO DETERMINE SUITABLE QUALITY OF ANY STONE, THE ENGINEER MAY CONSIDER THE RESULTS OF LABORATORY TESTS, THE BEHAVIOR OF THE STONE UNDER NATURAL EXPOSURE CONDITIONS, THE BEHAVIOR OF THE STONE FROM THE SAME OR SIMILAR GEOLOGICAL FORMATIONS OR DEPOSITS OR SUCH OTHER TESTS OR CRITERIA AS MAY BE DEEMEDAPPROPRIATE. STONES SHALL BE GENERALLY CUBIFORM IN SHAPE. THE RATIO OF HEIGHT TO LENGTH OR WIDTH OF STONE SHALL BE PREFERABLY BETWEEN 0.5 TO 0.75. MINIMUM STONE DIMENSION SHALL BE 2'X 2'X 1'. SLABBY OR ELONGATE STONE PIECES HAVING HEIGHT LESS THAN ONE THIRD THE LENGTH OR WIDTH SHALL NOT EXCEED 10 PERCENT OF THE TOTAL. STONE SHALL BE FREE OF CONTAMINATION BY SOIL OR OTHER DEBRIS PRIOR TO INCORPORATION INTO THE WORK. STONE SHALL BE PLACED TO PROVIDE NESTING THAT MINIMIZE THE OPENINGS BETWEEN ADJACENT STONES (SIDES, TOP &BOTTOM). EXISTING STONES THAT CONFORM TO THE ABOVE MAY BE SALVAGED AND REINSTALLED. STONES FOR BACKFILLSTONES FOR BACKFILL SHALL BE THE KIND AND QUALITY AS REQUIRED FOR THE STONE FOR THE BOULDER WALL AND SHALL BE WELL GRADED AND RANGE IN SIZE FROM 3" MINIMUM TO 8" MAXIMUM. GEOTEXTILE FABRIC GEOTEXTILE FABRIC SHALL CONFORM TO MN/DOT SPEC. 3733. WHEREVER GEOTEXTILE FABRIC IS PLACED, THE FOUNDATIONSURFACE SHALL BE RELATIVELY SMOOTH AND FREE OF STONES, STICKS AND OTHER DEBRIS OR IRREGULARITIES THAT MIGHTPUNCTURE THE FABRIC. PLACEMENT OF BACKFILL AND OTHER CONSTRUCTION OPERATIONS SHALL NOT TEAR, PUNCTURE ORSHIFT THE FABRIC. WHERE MULTIPLE FABRIC WIDTHS OR LENGTHS ARE REQUIRED, THEY SHALL BE PLACED WITH THE LONGEST DIMENSION PARALLEL TO THE DIRECTION OF WATER FLOW. IF NOT SEAMED, SPLICES AND JOINTS SHALL BE OVERLAPPED A MINIMUM OF 18".THE JOINT LAPS SHALL BE SHINGLED (BOTH IN THE FLOW DIRECTION AND FROM TOP OF SLOPE TO BOTTOM) SO AS TO DIRECTWATER FLOW OVER THE JOINT WITHOUT UNDERMINING. IN LIEU OF JOINT OVERLAPPING, MULTIPLE FABRIC PIECES MAY BEMECHANICALLY SEAMED (SEWED, GLUED, WELDED, ETC.) WITH SEAMS TO MEET APPROPRIATE SECTIONS OF 3733. UPGRADE EDGES OF THE FABRIC AREA SHALL BE BURIED SUFFICIENTLY TO DIRECT WATER FLOW OVER THE FABRIC WITHOUT UNDERMINING. IF NOT SEAMED, WASHERED STEEL PINS, EDGE STAKES, STONES, ETC. SHALL BE PLACED AT LOCATIONS AND IN QUANTITIES AS APPROVED BY THE ENGINEER, TO PREVENT MOVEMENT OF THE GEOTEXTILE FILTER DURING PLACEMENT OF THE STONE BACKFILL. DUMPING OF STONE AT THE TOP OF THE SLOPE AND ROLLING OF STONE DOWN THE SLOPE WILL NOT BE PERMITTED. CONSTRUCTION EQUIPMENT SHALL NOT OPERATE DIRECTLY ON TOP OF THE GEOTEXTILE. PLATE NO. LAST REVISION: STO-01 STORM SEWER MANHOLE DEC. 2017 FLOW PLAN SECTION DOG HOUSES MUST BE GROUTED, BOTH INSIDE AND OUTSIDE. NO BLOCK STRUCTURES ARE ALLOWED. CASTING R1642 A 27"7" B GROUT BOTTOM OF MANHOLE TO 1/2 DIAMETER AT PIPE AND SLOPE GROUT 2" TOWARD INVERT. MANHOLE STEPS SHALL BE PLACED SO THAT OFFSET VERTICAL PORTION OF CONE IS FACING DOWNSTREAM. NEENAH FRAME AND COVER OR EQUALLETTERED, "STORM SEWER", WITH 2 CONCEALED PICK HOLES. MINIMUM OF 2 AND MAXIMUM OF 5 CONCRETE ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH RING (1 RING WITH MORTAR = 0.2') OR HDPE ADJUSTING RINGS BEDDED WITH SEALANT MANUFACTURED BY LADTECH, INC. OR APPROVED EQUAL.AN EXTERNAL CHIMNEY SEAL (INFI-SHIELD OR OTHERAPPROVED NEOPRENE SEAL) SHALL BE FURNISHED AND INSTALLED AROUND THE CASTING AND ALL ADJUSTMENT RINGS. MANHOLE STEPS, NEENAH R1981J OREQUAL, 16" ON CENTER. ALUMINUM STEPS APPROVED. PIPE SHALL BE CUT OFF FLUSH WITH INSIDEFACE OF WALL. MINIMUM SLAB THICKNESS IS 6" FOR STRUCTURE 14' IN DEPTH OR LESS. INCREASE THICKNESS 1" FOR EVERY 4' OF DEPTH GREATER THAN 14' ANDREINFORCE WITH 6" X 6" MESH. PLACE 2 BEADS OF RAMNEK,OR EQUAL, BETWEEN BOTTOMSLAB & BARREL SECTION. "A" VARIES4'-0" TYP.5" "B" 4'-0" VARIES 12" - 16" VARIES 6" ALL JOINTS IN MANHOLE TO HAVE "O" RING RUBBER GASKETS. PRECAST BARREL WITH INTEGRAL BASE & POURED INVERT REQUIRED. PLATE NO. LAST REVISION: STO-05 CATCH BASIN 2' X 3' BOX SEC. 2017 PLAN SECTION DIRECTION OF FLOW NO BLOCK STRUCTURESARE ALLOWED. DOGHOUSES MUST BE GROUTED ON BOTH THE INSIDE AND OUTSIDE. NOTE: SUMPS REQUIRED AS SPECIFIED. 4" PVC DRAINTILE CONNECTION 3'-0" 6" FACE OF CURB 3.5" 2'-0" 3.5" CATCHBASIN CASTING NEENAHR3067V (ON CONTINUOUS GRADES) OR R3067VB (AT LOW POINTS) MINIMUM OF 2 AND MAXIMUM OF 5 CONCRETEADJUSTMENT RINGS WITH FULL BED OFMORTAR BETWEEN EACH RING (1 RING WITH MORTAR = 0.2') OR HDPE ADJUSTING RINGS BEDDED WITH SEALANT MANUFACTURED BY LADTECH, INC. OR APPROVED EQUAL. AN EXTERNAL CHIMNEY SEAL (INFI-SHIELD OROTHER APPROVED NEOPRENE SEAL) SHALLSHALL BE FURNISHED AND INSTALLED AROUND THE CASTING AND ALL ADJUSTMENT RINGS. MAX. HORIZONTAL OFFSET=0.25'. VARIES 6-1/2" VARIES 6" TOP OF CURB PLACE 2 BEADS OF RAMNEK, OR EQUAL, BETWEEN BOTTOM SLAB & BARREL SECTION. 3" GROUTMINIMUM 5" 4" 24" x 36" PRECAST WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - G E N L - D E T L . d w g 4/ 2 0 / 2 0 2 0 3 : 3 9 : 3 7 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STANDARD DETAILS 6 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME PLATE NO. LAST REVISION: STO-06 CATCH BASIN MANHOLE TYPE G DEC. 2017 5" A A NOTES: 1.REINFORCING: SINGLE LINE STEEL WIREFABRIC HAVING AN AREA OF NOT LESS THAN0.12 SQ. IN. PER FOOT OF HEIGHT.2.2'3" NOM. OPENING. 3.A STRAIGHT TAPERED WALL IS ACCEPTABLE. 4.REFER TO PLAN FOR CASTINGS REQUIRED. USE ADJUSTING RINGS WHERE NECESSARY. CASTING AND PRECAST CONC. ADJUSTINGRINGS, SHALL BE SET ON FULL MORTAR BEDS.5.8 IN. POURED CONCRETE BASE. BASEREINFORCEMENT: 0.12 SQ. IN. PER FT. IN EACH DIRECTION. AN APPROVED ALTERNATE PRECAST CONCRETE BASE MAY BE USED. 6.HEIGHT OF STRUCTURE MAY BE INCREASED UPTO 1 FT. BY THE USE OF A PRECAST SECTION.7.BLOCK STRUCTURES NOT ALLOWED.8.DOG HOUSES MUST BE GROUTED, BOTH INSIDE AND OUTSIDE. NEENAH R-4342 CASTING OR EQUAL PIPE MINIMUM OF 2 AND MAXIMUM OF 5 CONCRETEADJUSTMENT RINGS WITH FULL BED OF MORTARBETWEEN EACH RING (1 RING WITH MORTAR = 0.2')OR HDPE ADJUSTING RINGS BEDDED WITH SEALANT MANUFACTURED BY LADTECH, INC. OR APPROVED EQUAL. AN EXTERNAL CHIMNEY SEAL (INFI-SHIELD OR OTHER APPROVED NEOPRENE SEAL) SHALL BE FURNISHED AND INSTALLED AROUND THE CASTINGAND ALL ADJUSTMENT RINGS. MAX. HORIZONTALOFFSET = 0.25'. NOTE: SUMPS REQUIRED AS SPECIFIED. TOP VIEWREINFORCEMENT NOT SHOWN DESIGN G-27" DIAMETER SECTION A-A 3 2 4 11 6" 2"MIN 0.3' VA R I A B L E - 4 ' - 0 " CO N E S E C T I O N 5 5" 5" SLOPE 1" PER FT 4'-0" MAX. 5'-2" 2" CLR. PLACE 2 BEADS OF RAMNEK, OR EQUAL, BETWEEN BOTTOM SLAB & BARREL SECTION. PLATE NO. LAST REVISION: STO-12 RIPRAP AT OUTLETS JAN. 2016 1 4 B A B4 1 A PLAN SECTION A-A SECTION B-B Q RIPRAP GEOTEXTILE FABRIC TYPE IV 12" 12" GEOTEXTILE FABRIC TYPE IV RIPRAP2' RIPRAP REQUIREMENTS D CY CLASS12" TO 24" 15 TO 20 CL.327" TO 33" 19 TO 25 CL.336" TO 48" 25 TO 38 CL.354" AND UP 72 AND UP CL.4(ONE CUBIC YARD IS APPROX. 2,800 LBS.) NOTE:FILTER BLANKET REQUIREDUNDER RIPRAP OR 2 LAYERSOF 500X MIRAFI FABRIC OR EQUALRIPRAP 5D D 2' 2' S FILTER BLANKET (MnDOT 3601.2B) FILTER BLANKET (MnDOT 3601.2B) PLATE NO. LAST REVISION: STO-13 PVC PERFORATED PIPE INSTALLATION JAN. 2017 RC P PIP E 4" PERFORATED PVC DRAIN TILE NOTE:CONSTRUCT CLEAN OUTS AT THE END OF THE DRAIN TILE LINES NOTE:PERFORATED PVC DRAIN TILE ATLOW POINTS MINIMUM OF 50' EACH DIRECTION AND BOTH SIDES CROSSING BEHIND CURB. MNDOT SELECT GRANULAR BORROW GRADE TO DRAIN AGGREGATE BASE TRENCH DETAIL (STREET SUBCUT LESS THAN 2') 4" METAL CAP TRACER WIRE 4" PVC, SDR 35 CLEAN OUT FILTER AGGREGATE 48" 2'-0" 4" PVC CLEANOUT 4" PVC 45° WYE 4" PVC45° BEND INTERNAL COUPLETWITH TAPED JOINTS 4" PERFORATED PVC PIPEDRAIN TILE 4" PVC, SDR 35 DRAIN TILECLEAN OUT NO SCALE ALL CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE DRILLEDALL CONNECTIONS TO MANHOLES AND CATCH BASINS SHALLBE CONSIDERED AS INCIDENTAL 100' (MAX) PREFERRED METHOD CLEAN OUT CURB 2' RC PIPE CURB PREFERRED METHOD TRENCH DETAIL(STREET SUBCUT 2' OR MORE) COARSE FILTER AGGREGATEMnDOT (3149.2H) 12" DEEP NOTCH CLAY SUB-GRADE FOR PIPE PLACEMENT 4" PERFORATED PVC PIPE GEOTEXTILE WRAP (3733, TYPE 1) 2' OR MORE 10" 2" 3'-6" 4"-6" TOPSOIL 3" AGGREGATE BASECOARSE FILTER AGGREGATE MnDOT 3149.2H 4" PERFORATED PVC PIPE GEOTEXTILE WRAP (3733, TYPE 1) 12" MAX PLATE NO. LAST REVISION: STO-14 RURAL RESIDENTIAL DRIVEWAY DEC. 2017 SECTION B-B SECTION A-A PLAN B B AA BITUMINOUS OR GRAVEL TO MATCHSURFACE OF EXISTING ROADWAYREQUIRED TO RIGHT OF WAY LINE. EXISTING ROADWAY MINIMUM 16' DRIVEWAY RIGHT OF WAY LINE MINIMUM SLOPE 0.5% TO DRAIN 3:1 SLOP E MINIMUM 3" OF BITUMINOUS WITH 6" GRAVEL 6:1 C.M.P. APRON MINIMUM 12" RCP OR C.M.P. 22' TYPICAL 2.00% SLOPE F R O M ROAD MINIMUM DRIVEWAY SLOPE 0.50% MAXIMUM DRIVEWAY SLOPE 10.00% 3:1 SL O P E 3:1 SLO P E 9'3'9' 2' MIN COVER PLATE NO. LAST REVISION: RDW-04 TYPICAL CONCRETE CURB AND GUTTER JAN. 2016 DISTANCE TO L VARIABLE 10 1/2" BITUMINOUS 7" 28"R 17 1/2" 2" 6" 4" 6 1 / 2 " 4" 10 1 / 2 " 12"R 8" SURFACE 1 1/8"R 1/2" 28" 16" 13 1 / 2 " 8" 6" 13 1 / 2 " 8" 1/2"R 6" 3"R 3/4" PER FT 12" 31 SLOPE DISTANCE TO L VARIABLEC 18" 6" 1/2"R 6" 3"R 3/4" PER FT 13 SLOPE C TOP BITUMINOUS MATERIAL CONCRETE CURB AND GUTTER BITUMINOUS CURB SURMOUNTABLE 68"R 7" 1/2 " PARKING LOTS, OR MEDIANS. CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER TOP BITUMINOUS MATERIAL MnDOT B618 1/2 " NOTE: TOP BITUMINOUS MATERIAL1/2"R 1/ 2 " MnDOT B612 1/2"R 7" FOR USE WITH PRIVATE DRIVEWAYS, 6" SHOE FORMEDWITH FIRST LIFT OF PAVEMENT PLATE NO. LAST REVISION: RDW-09 TYPICAL 4" DRAINAGE PIPE WITHOUT GRANULAR SUBGRADE JAN, 2016 PIPE DETAIL NOTES:1.CLEANOUTS REQUIRED AT 100' INTERVALS AND/ORENDING POINTS AT DRAINTILE.2.SWING TIES TO BE SHOWN ON AS-BUILTS FOR ALL CLEAN OUTS & ENDING POINTS ON ALL DRAINTILE. 3.OPENINGS IN STRUCTURE FOR DRAINTILE TO BE FABRICATED OR CORE DRILLED. 6" CONC.COLLARGROUTAROUND PIPE 1/4" Ø HOLETYPICAL 160°' 90°' PERFORATED PVC, MEETING MNDOT 3278. TRENCH DETAIL VARIES (SEE STANDARD PLATE NO. STO-13)4"-6" TOPSOIL 3'-6" AGGREGATE BASE COURSE FILTER AGGREGATE MNDOT 3149.2H 4" PERFORATED PIPE GEOTEXTILE WRAP (3733, TYPE 1) 2" MIN. 12" MAX. GEOTEXTILE FABRIC(MN/DOT 3733, TYPE 1) PLATE NO. LAST REVISION: RDW-10 RESIDENTIAL CONCRETE DRIVEWAY APRON (B6 TYPE CURB) DEC. 2017 EXI S T I N G O R P R O P O S E D D R I V E W A Y CL OF D R I V E W A Y MAX 10.0% EX I S T I N G O R P R O P O S E D D R I V E W A Y MIN. .50% SECTION NO SCALE B6 TYPE CONCRETECURB AND GUTTER(STANDARD DETAIL NO. RDW-04). 1/2" THICK - 6" HIGH EXPANSION JOINT MATERIAL EXPANSION JOINT MATERIAL TOCONFORM TO MnDOT 3702 5' 6" CONCRETE PAVEMENT (3F52) 6" CLASS 5 AGGREGATE 100% CRUSHEDLIMESTONE QUARRY (INCIDENTAL TO CONCRETEAPRON) (MnDOT 3138) CONTR O L J O I N T CONTR O L J O I N T ISOMETRIC NO SCALE CONCRETE PAVEMENT TO MATCH BACK OF CONCRETE CURB AT THIS POINT NOTE:1.CONCRETE JOINTS IN CONCRETE CURB NOT TO EXCEED 10' SPACING THROUGH DRIVEWAY SECTION.2.DRIVEWAY WINGS ARE REQUIRED WITH THE B6 STYLE CURBING. THE MAXIMUM DRIVEWAY WIDTH AT THECURB AND AT THE PROPERTY LINE IS 24', PLUS THE 3' WINGS. THE MINIMUM WIDTH OF THE DRIVEWAY AT THE CURB AND PROPERTY LINE IS 12'. 5' 6" 6" 3'VARIES VARIES BIT U M I N O U S O R C O N C R E T E EXI S T I N G D R I V E W A Y PLATE NO. LAST REVISION: RDW-18 TYPICAL MANHOLE CASTING ADJUSTMENT JAN. 2016 BIT. WEAR COURSE ADJ. DETAIL NOTE: 2-PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. BASE OR BINDER COURSE ADJ. DETAIL 2" RISE 2" RISE 2" RISE 2.5" 2.0" 1.5" 0.25" 1.25" 0.75" DEPTH OF CASTING SET BELOW BASE COURSE OR BINDER COURSE COVER RISER SIZE WEAR COURSE THICKNESS NOTES: 1.PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4" TO 1/2" MORTAR. 2.HDPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH, INC. OR APPROVED EQUAL. 27" 27" 0.25" TO 0.5" 1.5" BIT. WEAR 2" BIT. BASE HDPE OR PRECAST CONCRETE ADJUSTING RINGS BIT. BASE OR BINDER HDPE OR PRECAST CONCRETEADJUSTING RINGS VARIES SEE CHART MIN. (2-2") ADJ. RINGS ANDMAX. (3-4") ADJ. RINGS(1-2" RING WITH MORTAR = 0.2') CASTING SHALL BE NEENAH #R-1642 OR MCI#309 AND SHALL INCLUDE SELF SEALING TYPE LIDS STAMPED SANITARY SEWER OR STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES EXTERNAL CHIMNEY SEAL (INFI-SHIELDOR APPROVED EQUAL). NEEHNAH-1979 SERIES WITH 2" MIN. RISE OR APPROVED EQUAL WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - G E N L - D E T L . d w g 4/ 2 0 / 2 0 2 0 3 : 3 9 : 3 9 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STANDARD DETAILS 7 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME PLATE NO. LAST REVISION: RDW-20 TYPICAL STREET AND TRAFFIC SIGN INSTALLATION JAN. 2017 NOTES:1.SIGNS TO BE A MINIMUM OF 12" X 18".2.RED ON WHITE IS PREFFERED.3.DIAMOND GRADE (DG3) OR ENGINEER APPROVED EQUAL. 4.WORDING SHALL BE: NOPARKING ANY TIME 5.SIGNS SHALL BE FURNISHED ANDINSTALLED IN ACCORDANCE WITH THECURRENT VERSION OF THE MN. MUTCD. ANCHOR PLATE DETAIL NOTES: 1.FOR MATERIAL SPECIFICATIONS SEE SECTION 4.11 OF STANDARD STREET SPECS. 2.TRAFFIC SIGNS WITH 9 SQ. FT. OR MORE OF SURFACE AREA AND 36" OR LARGER IN SIZE, MUST BE MOUNTED WITH TWO SEPARATE POSTS.3.FOR PRIVATE STREETS, SIGNS SHALL BE THE SAME AS ABOVE, EXCEPT LETTERING TO BE WHITE ON BLUE BACKGROUND.4.FOR BOULEVARD LOCATION OF STREET SIGNS AND FOR TRAFFIC SIGNS, CONTACT SHOREWOOD STREET SUPERINTENDENT.5.STREET SIGNS SHALL BE 9" HIGH X 24" OR 30" TO 36" WIDE. 6.SIGN SHEETING SHALL BE DIAMOND GRADE (DG3) OR ENGINEER APPROVED EQUAL. TYPICAL SIGN INSTALLATION IN CONCRETE MEDIAN TYPICAL TRAFFIC SIGN INSTALLATION TYPICAL STREETSIGN INSTALLATION 12" 6" 3"2"2" POST BOLT POST WITH SIGN TO POST IN CONCRETE EXPANSION JOINT MATERIAL - 4 SIDES FULL DEPTH 7' MIN. 5' MIN. REFLECTIVE STREET SIGN - BOTH DIRECTIONS TRAFFIC SIGN AS REQUIRED 1' MI N . O V E R L A P 3LB. 7' UPPER 1" PUNCHEDGALVANIZED STEEL SIGN POST (2) 5/16" X 1" POST BOLTS - TAMPERPROOF WITH WASHERS 2' MIN. 2 3/8" O.D. GALVANIZEDSTEEL PIPE 12 GUAGE 3LB. 5' MIN. ANCHOR POST -PNEUMATICALLY DRIVEN CURBANCHOR PLATE WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - G E N L - D E T L . d w g 4/ 2 0 / 2 0 2 0 3 : 3 9 : 4 0 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STANDARD DETAILS 8 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME W W B B B B C4205 4245 4285 4325 HWL HWL HWLHWL HWL HWL HWL HWL HWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWLHWLHWLHWL HWL HWL HWLHWLHWLHWLHWL HWL HWLHWL HWL HWL HWLHWL HWL HWL HWL HWL HWL WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET 1+ 0 0 2+ 0 0 3+00 4+00 5+00 6+00 7+00 OH E O H E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS SS F M F M F M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM G A S GAS GAS GAS GAS CO M CO M COM COM COM COM COM COM COM COM COM COM COM COM COM 4205 4245 4285 4325 1+ 0 0 2+ 0 0 3+00 4+00 5+00 6+00 7+00 BEGIN STREET CONSTRUCTION STA: 1+50.98 HWL HWL HWL HWL HWL HWLHWLHWLHWL HWL HWLHWLHWL HWL HWLHWL HWL HWLHWL HWLHWL HWL HWL HWL HWL HWL HWLHWL HWL HWLHWLHWL HWLHWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWL HWLHWLHWL HWLHWL HWL HWLHWLHWL HWLHWLHWLHWLHWLHWL HWL WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WE T WETWET WET WET WET WET WET WET WETWETWET WET WET WETWETWET WET WE T WE T 7+00 8+00 9+00 10+00 11+00 12+00 13+00 O H E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS SS L L VE N T SS FM FM FM S GAS GAS G A S GAS GAS GAS GAS GAS GAS GAS COM CO M COM COM COM COMCOM COM COM COM COM COM COM COM COM COM COM COM COMCOM COM COM COM COM COM COM COM COM COM COM OHE SS 7+00 8+00 9+00 10+00 11+00 12+00 13+00 5 0 + 0 0 FULL DEPTH RECLAMATION SAWCUT CONCRETE PAVEMENT (FULL DEPTH) ADJUST FRAME AND RING CASTING (SANITARY SEWER) SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) REMOVE CONCRETE DRIVEWAY PAVEMENT B CC B REMOVE BITUMINOUS DRIVEWAY PAVEMENT SS REMOVE SEWER PIPE (STORM)ST RM REMOVE SIGN S E E B E L O W SE E S H E E T A B O V E S E E S H E E T 1 0 ENCHANTE D L A N E SHADY I S L A N D R O A D DELL W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N SEE S H E E T 13 ENCHANTED LANE ENCHANTED LANE SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 H: 30 60 N E N C H A N T E D P O I N T WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - D E M O - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 0 : 1 8 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A REMOVAL PLANS 9 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS THC AF CIT Y O F S H O R E W O O D CIT Y O F M I N N E T R I S T A NOTE 1.CONTRACTOR SHALL PROTECT EXISTING TREES, SHRUBS, AND LANDSCAPING AT NO ADDITIONAL COST. 2.REMOVAL OF BITUMINOUS CURB INCIDENTAL TO FULL DEPTH RECLAMATION. 3.REMOVAL OF STORM APRON INCLUDED IN REMOVE SEWER PIPE (STORM). 4.ALL SIGNS TO BE SALVAGED/REINSTALLED BY CONTRACTOR. B B 4 4 7 5 4 5 0 5 HWL HWL HWLHWLHWL HWLHWLHWL HWL HWLHWL HWL HWLHWLHWL HWL HWL HWL HWL HWL HWLHWL HWL HWL HWLHWLHWL HWL HWL HWL HWL HWLHWLHWL HWL HWLHWL HWL HWL HWLHWL HWL HWL HWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWLHWL HWLHWL HWL HWLHWLHWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WE T WET 13+00 14+00 15+00 16+00 17+00 18+00 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS S GAS GAS GA S GA S GA S GA S GA S GA S COM COMCOM COM COM COM COMCOM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM 4 4 7 5 4 5 0 5 13+00 14+00 15+00 16+00 17+00 18+00 HWL HWL HWL HWL HWL HWL HWLHWLHWLHWLHWL HWL HWL HWLHWLHWL HWL HWL HWLHWLHWLHWLHWL HWL HWLHWLHWLHWLHWLHWL HWLHWLHWLHWLHWL HWL HWL HWLHWLHWL HWLHWL HWL HWLHWL HWL HWL HWL HWL HWLHWL HWL HWL HWL HWL HWLHWL HWL HWLHWL HWL HWLHWL HWLHWL HWL HWL HWL HWL HWL HWL HWL HW L HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWL HWL HWL HWL HWL HWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWL HWL HWLHWLHWL HWL HWLHWLHWL HWL HWLHWLHWLHWL HWL HWL HWL HWLHWL HWL HWLHWLHWL HWLHWLHWLHWLHWLHWLHWLHWL HWL HWLHWLHWL HWL HWL HWL HWLHWL HWL HWL HWLHWLHWL HWL HWL HWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WE T WET WET WET WET WET WET WET WET WET WET WET WET WET 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 OHE OHE OHE OHE OH E OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS SS SSGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S COMCOM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COMCOMCOM COM COM COM COM COM COM COM COM COM COM COM COMCOMCOM COM COM COM COM COM COM COM COM CO M CO M CO M CO M 11 1 + 0 0 11 1 + 2 5 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 FULL DEPTH RECLAMATION SAWCUT CONCRETE PAVEMENT (FULL DEPTH) ADJUST FRAME AND RING CASTING (SANITARY SEWER) SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) REMOVE CONCRETE DRIVEWAY PAVEMENT B CC B REMOVE BITUMINOUS DRIVEWAY PAVEMENT SS REMOVE SEWER PIPE (STORM)ST RM REMOVE SIGN SE E B E L O W S E E S H E E T 9 SE E S H E E T 11 S E E A B O V E ENCHANTE D L A N E SHADY I S L A N D R O A D DELL W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N SEE SHEET 15 ENCHANTED LANE ENCHANTED LANE SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 H: 30 60 N EN C H A N T E D D R I V E WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - D E M O - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 0 : 2 8 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A REMOVAL PLANS 10 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME NOTE 1.CONTRACTOR SHALL PROTECT EXISTING TREES, SHRUBS, AND LANDSCAPING AT NO ADDITIONAL COST. 2.REMOVAL OF BITUMINOUS CURB INCIDENTAL TO FULL DEPTH RECLAMATION. 3.REMOVAL OF STORM APRON INCLUDED IN REMOVE SEWER PIPE (STORM). 4.ALL SIGNS TO BE SALVAGED/REINSTALLED BY CONTRACTOR. B 4845 HWL HWL HWL HWL HWLHWL HWL HWLHWL HWL HWLHWLHWL HWL HWLHWLHWL HWLHWL HWL HWL HWL HWLHWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWLHWLHWLHWL HWLHWL WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+0 0 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE SS SS FM FM FM FM FM FM GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GAS GAS GAS GAS GAS GAS GAS COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM ST R M 4845 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+0 0 B B B 4 9 9 5 4 9 5 5 49 2 5 HWL HWL HWL HWL HWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWLHWL HWL HWLHWL HWL HWL HWLHWLHWLHWL HWL HWLHWLHWLHWL HWLHWLHWLHWL WE T WE T WE T WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET 33+00 34+00 35+00 36+00 37+00 38+ 0 0 3 9 + 0 0 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E O H E O H E O H E OH E CO SS LL SS SS FM FM FM FM FMFM FM FM FM FM FM FM FM FM FM S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S G A S COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM CO M C O M C O M COM COM COM COM COM COM COM COM CO M CO M C O M C O M C O M CO M CO M SS 4 9 9 5 4 9 5 5 49 2 5 33+00 34+00 35+00 36+00 37+00 38+ 0 0 3 9 + 0 0 FULL DEPTH RECLAMATION SAWCUT CONCRETE PAVEMENT (FULL DEPTH) ADJUST FRAME AND RING CASTING (SANITARY SEWER) SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) REMOVE CONCRETE DRIVEWAY PAVEMENT B CC B REMOVE BITUMINOUS DRIVEWAY PAVEMENT SS REMOVE SEWER PIPE (STORM)ST RM REMOVE SIGN S E E B E L O W SE E S H E E T 10 SE E A B O V E SEE S H E E T 12 ENCHANTED L A N E SHADY IS L A N D R O A D DEL L W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED PO I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N PROTECT EXISTING GUARDRAIL PROTECT EXISTING GUARDRAIL ENCHANTED LANE/SHADY ISLAND ROAD SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 H: 30 60 N ENCHANTED LANE WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - D E M O - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 0 : 3 9 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A REMOVAL PLANS 11 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME NOTE 1.CONTRACTOR SHALL PROTECT EXISTING TREES, SHRUBS, AND LANDSCAPING AT NO ADDITIONAL COST. 2.REMOVAL OF BITUMINOUS CURB INCIDENTAL TO FULL DEPTH RECLAMATION. 3.REMOVAL OF STORM APRON INCLUDED IN REMOVE SEWER PIPE (STORM). 4.ALL SIGNS TO BE SALVAGED/REINSTALLED BY CONTRACTOR. B B BC 4940 5165 5125 5065 5045 5025 4995 39+ 0 0 40+ 0 0 41+00 42+00 43+00 44+00 45+00 70 + 0 0 71 + 0 0 OHE OHE OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS SS VLT S FM FM FM GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS COMCOM CO M CO M COM COM COM COM COM COM COM COM COM COM COM CO M CO M COM COM COM COM COM COM COM COM COM COM COM CO M CO M COM COM COM COM CO M CO MSS 4940 5165 5125 5065 5045 5025 4995 70 + 0 0 71 + 0 0 39+ 0 0 40+ 0 0 41+00 42+00 43+00 44+00 45+00 B B B B 52 4 0 52 6 0 53 0 5 52 8 5 52 4 5 52 2 5 51 8 5 45+00 46+00 47+00 48+00 49+00 49+75 81 + 0 0 81 + 2 5 OHE OHE OHE OHE OHE OHE OHE OHE OHE CO SS SS SS FM FM FM FM FM FM FM FM FM FM FM GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS COM COM COM COM COM COM COM COM COM COM COM COM COM CO M CO M UGE UGE UGE UGE UGE SS 52 4 0 52 6 0 53 0 5 52 8 5 52 4 5 52 2 5 51 8 5 81 + 0 0 81 + 2 5 45+00 46+00 47+00 48+00 49+00 49+75 FULL DEPTH RECLAMATION SAWCUT CONCRETE PAVEMENT (FULL DEPTH) ADJUST FRAME AND RING CASTING (SANITARY SEWER) SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) REMOVE CONCRETE DRIVEWAY PAVEMENT B CC B REMOVE BITUMINOUS DRIVEWAY PAVEMENT SS REMOVE SEWER PIPE (STORM)ST RM REMOVE SIGN S E E B E L O W SEE SHEET 16 SE E A B O V E SEE S H E E T 17 ENCHANTED L A N E SHADY IS L A N D R O A D DEL L W O O D L A N E ENCHANTED COVE ENC H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N SHADY ISLAND ROAD SHADY ISLAND ROAD SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 H: 30 60 N SH A D Y I S L A N D C I R C L E SH A D Y I S L A N D C I R C L E SE E S H E E T 11 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - D E M O - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 0 : 4 7 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A REMOVAL PLANS 12 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME NOTE 1.CONTRACTOR SHALL PROTECT EXISTING TREES, SHRUBS, AND LANDSCAPING AT NO ADDITIONAL COST. 2.REMOVAL OF BITUMINOUS CURB INCIDENTAL TO FULL DEPTH RECLAMATION. 3.REMOVAL OF STORM APRON INCLUDED IN REMOVE SEWER PIPE (STORM). 4.ALL SIGNS TO BE SALVAGED/REINSTALLED BY CONTRACTOR. MAIL B B B B B B B B 4385 440 5 436 5 448 5 437 0 439 0 441 0 HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL WET WET WET WET WET WET WET WET WET 7+00 8+00 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS L L VENT SS FM FM FM S S GAS GAS GAS GAS GAS GAS COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM CO M COM COM COM COM COM CO M CO M OH E UGE UGE UGE UGE UGE UGE U G E SS SS 4385 440 5 436 5 448 5 437 0 439 0 441 0 7+00 8+00 50+ 0 0 51+00 52+00 53+00 54+00 55+ 0 0 56+0 0 B B B B B 45454410 4430 4450 4475 WET WET WET WET S S GA S GAS GAS GAS GAS GAS CO M CO M CO M COM COM UG E UG E UG E UG E UG E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE SS 45454410 4430 4450 4475 56 + 0 0 57+00 58+00 59+00 60+00 END ENCHANTED PT STA: 60+00.00 FULL DEPTH RECLAMATION SAWCUT CONCRETE PAVEMENT (FULL DEPTH) ADJUST FRAME AND RING CASTING (SANITARY SEWER) SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) REMOVE CONCRETE DRIVEWAY PAVEMENT B CC B REMOVE BITUMINOUS DRIVEWAY PAVEMENT SS REMOVE SEWER PIPE (STORM)ST RM REMOVE SIGN S E E S H E E T 9 S E E S H E E T 9 S E E B E L O W SEE AB O V E ENCHANTED L A N E SHADY IS L A N D R O A D DEL L W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N ENCHANTED POINT ENCHANTED POINT SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 H: 30 60 N ENC H A N T E D L A N E WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - D E M O - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 0 : 5 9 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A REMOVAL PLANS 13 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME NOTE 1.CONTRACTOR SHALL PROTECT EXISTING TREES, SHRUBS, AND LANDSCAPING AT NO ADDITIONAL COST. 2.REMOVAL OF BITUMINOUS CURB INCIDENTAL TO FULL DEPTH RECLAMATION. 3.REMOVAL OF STORM APRON INCLUDED IN REMOVE SEWER PIPE (STORM). 4.ALL SIGNS TO BE SALVAGED/REINSTALLED BY CONTRACTOR. SIGN KEY PA D B B BB B B C C 438 0 436 0 434 0 432 0 430 0 432 5 433 5 434 5 435 5 436 5 442 5 448 5 441 5 HWL HWL HWL HWL HWL HWL HWL HWL HWLHWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL WET WET WET OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHE OHE OHE OHE SS SS SS GAS GA S GAS GAS GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GAS CO M COM COM CO M CO M CO M COM COM COMCOM COM COM COM COM CO M CO M COM COM COM CO M C O M COM O H E O H E O H E OHEOHEOHE 438 0 436 0 434 0 432 0 430 0 432 5 433 5 434 5 435 5 436 5 442 5 448 5 441 5 95+00 96+00 97+00 98+00 99+ 0 0 100 + 0 0 101 + 0 0 119 + 0 0 120 + 0 0 B B B B B B B B B C 453 0 451 0 440 0 441 5 443 5 445 5 WE T WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET 11 8 + 0 0 11 8 + 7 5 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE O H E O H E OH E OH E OHE OH E OH E SS SS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM CO M CO M CO M CO M COM COM CO M COM CO M CO M OH E UG E UG E 453 0 451 0 440 0 441 5 443 5 445 5 11 8 + 0 0 11 8 + 7 5 101 + 0 0 102 + 0 0 103+00 104+00 105+00 106+00 107+00 FULL DEPTH RECLAMATION SAWCUT CONCRETE PAVEMENT (FULL DEPTH) ADJUST FRAME AND RING CASTING (SANITARY SEWER) SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) REMOVE CONCRETE DRIVEWAY PAVEMENT B CC B REMOVE BITUMINOUS DRIVEWAY PAVEMENT SS REMOVE SEWER PIPE (STORM)ST RM REMOVE SIGN SE E S H E E T 15 SE E B E L O W S E E S H E E T 1 5 SEE SHEET 16 SE E A B O V E ENCHANTED L A N E SHADY IS L A N D R O A D DEL L W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N ENCHANTED DRIVE ENCHANTED DRIVE SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 H: 30 60 N EN C H A N T E D C O V E DE L L W O O D L A N E WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - D E M O - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 1 : 1 1 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A REMOVAL PLANS 14 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME NOTE 1.CONTRACTOR SHALL PROTECT EXISTING TREES, SHRUBS, AND LANDSCAPING AT NO ADDITIONAL COST. 2.REMOVAL OF BITUMINOUS CURB INCIDENTAL TO FULL DEPTH RECLAMATION. 3.REMOVAL OF STORM APRON INCLUDED IN REMOVE SEWER PIPE (STORM). 4.ALL SIGNS TO BE SALVAGED/REINSTALLED BY CONTRACTOR. BIRD FEE D E R B 455 0 HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWLHWL HWLHWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWLHWLHWL HWL HWL HWL HWL HWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL WET WET WET WET WE T WET WETWET WET WET WET WET WET WET WE T WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WET WET WET WET WET 23+ 0 0 24+ 0 0 25+ 0 0 OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE SS SS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS COM COM CO M COM COM CO M CO M COM CO M CO M CO M COM COM COM COMCOMCOM COM COM COM COM 455 0 108+00 109+00 110+00 111+ 0 0 111 + 2 5 23+ 0 0 24+ 0 0 25+ 0 0 SI G N KE Y PA D BB H O O P B B C 4380 4360 4425 4445 4465 4475 4485 B OHE OHE OH E OH E OH E OH E OH E OH E SS ESS GAS GAS GAS GAS GAS GAS G A S G A S GA S GA S GA S GA S GA S GA S CO M CO M CO M CO M CO M COM COM COM COM C O M COM COM 4380 4360 4425 4445 4465 4475 4485 99 + 0 0 10 0 + 0 0 119+00 120+00 121+00 121+75 FULL DEPTH RECLAMATION SAWCUT CONCRETE PAVEMENT (FULL DEPTH) ADJUST FRAME AND RING CASTING (SANITARY SEWER) SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) REMOVE CONCRETE DRIVEWAY PAVEMENT B CC B REMOVE BITUMINOUS DRIVEWAY PAVEMENT SS REMOVE SEWER PIPE (STORM)ST RM REMOVE SIGN SEE S H E E T 10 SE E S H E E T 10 S E E S H E E T 1 4 SEE SHEET 14 SEE SHEET 14 ENCHANTED L A N E SHADY IS L A N D R O A D DEL L W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N ENCHANTED COVE ENCHANTED DRIVE SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 H: 30 60 N EN C H A N T E D L A N E EN C H A N T E D D R I V E WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - D E M O - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 1 : 2 1 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A REMOVAL PLANS 15 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME NOTE 1.CONTRACTOR SHALL PROTECT EXISTING TREES, SHRUBS, AND LANDSCAPING AT NO ADDITIONAL COST. 2.REMOVAL OF BITUMINOUS CURB INCIDENTAL TO FULL DEPTH RECLAMATION. 3.REMOVAL OF STORM APRON INCLUDED IN REMOVE SEWER PIPE (STORM). 4.ALL SIGNS TO BE SALVAGED/REINSTALLED BY CONTRACTOR. BB B 4510 4460 4440 4350 HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WE T WET WET WE T WET WET 112+0 0 113+0 0 114+0 0 115+0 0 116+0 0 117 + 0 0 118 + 0 0 118 + 7 5 OHE OHE OHE OHE OHE OHE O H E SS SS SS E SSGAS GAS GAS GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS G A S GAS GAS COM COM CO M CO M COM CO M CO M COM COM CO M CO M COM COM COM COM COM COM COM COM COM COM COM COM COM C O M COM COM OHE UGE UGE UG E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UG E UGE UGE UGE UGE UGE UG E UG E 4510 4460 4440 4350 112+0 0 113+0 0 114+0 0 115+0 0 116+0 0 117 + 0 0 118 + 0 0 118 + 7 5 104 + 0 0 105 + 0 0 106 + 0 0 DI T C H B B B B C CC 49 4 0 49 5 0 49 6 0 49 7 0 49 8 0 50 6 5 50 4 5 50 2 5 40 + 0 0 41 + 0 0 42 + 0 0 70+00 71+00 72+00 73+00 74+00 7 5 + 0 0 76 + 0 0 85+00 86+00 OH E OH E OH E OH E OH E OH E OH E OH E OH E O H E O H E OHE OHE OHE SS SS SS S FM FM FM FM S FM FM FM FM FM FM FM FM FM FM FM FM FM GAS GAS GAS GAS GAS GA S GA S GAS GA S GA S GA S GA S GA S GA S GA S GASGAS GAS GAS CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M C O M C O M CO M COM COM COM ST RM ST R M SS SS 49 4 0 49 5 0 49 6 0 49 7 0 49 8 0 50 6 5 50 4 5 50 2 5 70+00 71+00 72+00 73+00 74+00 7 5 + 0 0 76 + 0 0 40 + 0 0 41 + 0 0 42 + 0 0 85+00 86+00 FULL DEPTH RECLAMATION SAWCUT CONCRETE PAVEMENT (FULL DEPTH) ADJUST FRAME AND RING CASTING (SANITARY SEWER) SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) REMOVE CONCRETE DRIVEWAY PAVEMENT B CC B REMOVE BITUMINOUS DRIVEWAY PAVEMENT SS REMOVE SEWER PIPE (STORM)ST RM REMOVE SIGN SE E S H E E T 14 SE E S H E E T 14 S E E S H E E T 1 7 SEE S H E E T 12 SEE SHEET 12 SEE SHE E T 17 ENCHANTE D L A N E SHADY I S L A N D R O A D DELL W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP NSHADY ISLAND CIRCLE DELLWOOD LANE SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 H: 30 60 N EN C H A N T E D D R I V E SH A D Y I S L A N D R O A D SHADY I S L A N D P O I N T WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - D E M O - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 1 : 3 2 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A REMOVAL PLANS 16 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME NOTE 1.CONTRACTOR SHALL PROTECT EXISTING TREES, SHRUBS, AND LANDSCAPING AT NO ADDITIONAL COST. 2.REMOVAL OF BITUMINOUS CURB INCIDENTAL TO FULL DEPTH RECLAMATION. 3.REMOVAL OF STORM APRON INCLUDED IN REMOVE SEWER PIPE (STORM). 4.ALL SIGNS TO BE SALVAGED/REINSTALLED BY CONTRACTOR. B B B B C C 512 0 514 0 520 0 522 0 524 0 524 5 522 5 518 5 516 5 45+ 0 0 46 + 0 0 47+ 0 0 76+0 0 77+00 78+00 79+00 80+00 81+00 81+25 OH E OH E OH E OHE OHE OHE OH E O H E OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OHE OHE OH E OH E CO SS SS S S FM FM FM GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GAS GAS GAS GAS GAS GAS GAS GA S GAS GAS GA S GA S GA S COM COM COM COM COM COM CO M CO M COM COM COM COM COMCOM COM COM COM COM COM COM COM COM COM SS SS 512 0 514 0 520 0 522 0 524 0 524 5 522 5 518 5 516 5 76+0 0 77+00 78+00 79+00 80+00 81+00 81+25 90 + 0 0 91 + 0 0 92+00 45+ 0 0 46 + 0 0 47+ 0 0 DI T C H B B B C 49 8 0 499 0 50 0 0 504 0 506 0 74+ 0 0 75 + 0 0 76+ 0 0 85+00 86+00 87+00 88+00 89+00 89+50 OH E OHE OH E OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS SS L SS SS L FM F M F M F M S S FM FM FM FM FMFM FM FM FMFMFM GA S GA S GA S GAS GAS GAS GAS GAS GAS GASGASGAS GAS GAS GAS GAS COM COM CO M C O M CO M CO M ST RM S T R M SS 49 8 0 499 0 50 0 0 504 0 506 0 74+ 0 0 75 + 0 0 76+ 0 0 85+00 86+00 87+00 88+00 89+00 89+50 FULL DEPTH RECLAMATION SAWCUT CONCRETE PAVEMENT (FULL DEPTH) ADJUST FRAME AND RING CASTING (SANITARY SEWER) SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) REMOVE CONCRETE DRIVEWAY PAVEMENT B CC B REMOVE BITUMINOUS DRIVEWAY PAVEMENT SS REMOVE SEWER PIPE (STORM)ST RM REMOVE SIGN SE E S H E E T 12 SEE S H E E T 18 SE E S H E E T 12 S E E A B O V E SEE S H E E T 16 S E E S H E E T 1 6 ENCHANTE D L A N E SHADY I S L A N D R O A D DELL W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N SHADY ISLAND POINT SHADY ISLAND CIRCLE SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 H: 30 60 N SH A D Y I S L A N D R O A D SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - D E M O - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 1 : 4 0 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A REMOVAL PLANS 17 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME NOTE 1.CONTRACTOR SHALL PROTECT EXISTING TREES, SHRUBS, AND LANDSCAPING AT NO ADDITIONAL COST. 2.REMOVAL OF BITUMINOUS CURB INCIDENTAL TO FULL DEPTH RECLAMATION. 3.REMOVAL OF STORM APRON INCLUDED IN REMOVE SEWER PIPE (STORM). 4.ALL SIGNS TO BE SALVAGED/REINSTALLED BY CONTRACTOR. B C C 50 8 0 510 0 512 0 51 4 0 76+ 0 0 77+0 0 78+ 0 0 O H E O H E O H E OHE OHE OHE OHE OHE OHE OHE OHE OH E SS S GAS GAS GAS GAS GAS GAS GA S GAS GAS GAS GASGAS GAS GAS COM COM COM COM CO M COM SS 50 8 0 510 0 512 0 51 4 0 76+ 0 0 77+0 0 78+ 0 0 90+00 91+00 92+00 93+0093+00 FULL DEPTH RECLAMATION SAWCUT CONCRETE PAVEMENT (FULL DEPTH) ADJUST FRAME AND RING CASTING (SANITARY SEWER) SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) REMOVE CONCRETE DRIVEWAY PAVEMENT B CC B REMOVE BITUMINOUS DRIVEWAY PAVEMENT SS REMOVE SEWER PIPE (STORM)ST RM REMOVE SIGN S E E S H E E T 1 7 S E E S H E E T 17 ENCHANTE D L A N E SHADY I S L A N D R O A D DELL W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP NSHADY ISLAND TRAIL SCALE IN FEET 0 H: 30 60 N SHA D Y I S L A N D C I R C L E WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - D E M O - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 1 : 4 8 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A REMOVAL PLANS 18 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME NOTE 1.CONTRACTOR SHALL PROTECT EXISTING TREES, SHRUBS, AND LANDSCAPING AT NO ADDITIONAL COST. 2.REMOVAL OF BITUMINOUS CURB INCIDENTAL TO FULL DEPTH RECLAMATION. 3.REMOVAL OF STORM APRON INCLUDED IN REMOVE SEWER PIPE (STORM). 4.ALL SIGNS TO BE SALVAGED/REINSTALLED BY CONTRACTOR. 4205 4245 4285 4325 O H E O H E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS SS F M F M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM GA S GAS GAS GAS GAS CO M CO M COM COM COM COM COM COM COM COM COM COM COM COM COM W W 4205 4245 4285 4325 HWL HWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWLHWLHWLHWL HWL HWL HWLHWLHWLHWLHWL HWL HWLHWL HWL HWL HWLHWL HWL HWL HWL HWL HWL WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET 1+ 0 0 2+ 0 0 3+00 4+00 5+00 6+00 7+00 1+ 0 0 2+ 0 0 3+00 4+00 5+00 6+00 7+00 BEGIN STREET CONSTRUCTION STA: 1+50.98 915 920 925 930 935 940 945 950 955 960 915 920 925 930 935 940 945 950 955 960 0+50 1+00 93 0 . 6 1+50 93 0 . 8 93 0 . 8 4 2+00 93 1 . 1 93 1 . 1 2 2+50 93 1 . 3 93 1 . 3 7 3+00 93 1 . 3 93 1 . 3 2 3+50 93 0 . 9 93 0 . 9 8 4+00 93 1 . 0 93 0 . 8 7 4+50 93 1 . 3 93 1 . 2 9 5+00 93 1 . 9 93 1 . 9 0 5+50 93 2 . 2 93 2 . 1 3 6+00 93 2 . 0 93 1 . 9 4 6+50 93 1 . 3 93 1 . 4 1 EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION 0.57%0.76%1.38%1.13% PV I S : 1 + 5 0 . 0 0 PV I E : 9 3 0 . 8 4 PVIS:2+75.00 PVIE:931.55 AD:1.33 K:75.30 100.00' VC BV C S : 2 + 2 5 . 0 0 BV C E : 9 3 1 . 2 7 HP STA:2+67.77 HP ELEV:931.39 EV C S : 3 + 2 5 . 0 0 EV C E : 9 3 1 . 1 7 PVIS:5+45.00 PVIE:932.60 AD:2.51 K:59.69 150.00' VC BV C S : 4 + 7 0 . 0 0 BV C E : 9 3 1 . 5 7 HP STA:5+52.32 HP ELEV:932.13 EV C S : 6 + 2 0 . 0 0 EV C E : 9 3 1 . 7 5 PVIS:4+00.00 PVIE:930.60 AD:2.14 K:46.74 100.00' VC BV C S : 3 + 5 0 . 0 0 BV C E : 9 3 0 . 9 8 EV C S : 4 + 5 0 . 0 0 EV C E : 9 3 1 . 2 9 LP STA:3+85.53 LP ELEV:930.85 SCALE IN FEET 0 H: 30 60 N S E E S H E E T 2 0 SCALE IN FEET 0 V: 5 10 CONSTRUCTION LIMITS 22' EDGE OF BITUMINOUS CITY LIMITS CITY OF MINNETRISTA CITY OF SHOREWOOD ENCHANTE D L A N E SHADY I S L A N D R O A D DELL W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N MINOR GRADING BEHIND SHOULDER TO ENSURE DRAINAGE MINOR GRADING BEHIND SHOULDER TO DITCH ENCHANTED LANEBITUMINOUS PAVEMENT BITUMINOUS DRIVEWAY CONCRETE DRIVEWAY SS ADJUST FRAME AND RING CASTING (SANITARY) NOTES: 1.CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 2.THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEIR EXACT LOCATION AND ELEVATIONS. 3.PROTECT ALL SAWED AND BITUMINOUS EDGES (INCIDENTAL). 4.DRIVEWAY REMOVALS WILL BE MARKED IN THE FIELD BY THE ENGINEER. 5.PAVE 5' BUMP OUT AT GRAVEL DRIVEWAYS AND PAVE 3' BUMP OUT AT MAILBOX LOCATIONS. 6.ALL RADII ARE MEASURED TO EDGE OF BITUMINOUS, UNLESS OTHERWISE NOTED. WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - S T R T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 2 : 2 6 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STREET CONSTRUCTION PLANS 19 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 4 3 6 5 O H E O H E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS SS W L L VE N T SS FM FM FM S GAS G A S GA S GAS GAS GAS GAS GAS GAS GAS COM CO M COM COM COM COMCOM COM COM COM COM COM COM COM COM COM COM COM COMCOM COM COM COM COM COM COM COM COM COM COM C O M C O M OHE SS 4 3 6 5 HWL HWL HWL HWL HWL HWLHWLHWLHWL HWL HWLHWLHWL HWL HWLHWL HWL HWLHWL HWLHWL HWL HWL HWL HWL HWL HWLHWL HWL HWLHWLHWL HWLHWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWL HWLHWLHWL HWLHWL HWL HWLHWLHWL HWLHWLHWLHWLHWLHWL WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WE T WETWET WET WET WET WET WET WET WETWETWET WET WET WETWETWET WET WE T WE T 7+00 8+00 9+00 10+00 11+00 12+00 13+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 915 920 925 930 935 940 945 950 955 960 915 920 925 930 935 940 945 950 955 960 6+50 93 1 . 3 93 1 . 4 1 7+00 93 1 . 0 93 0 . 9 5 7+50 93 1 . 0 93 0 . 8 9 8+00 93 1 . 1 93 1 . 2 4 8+50 93 1 . 7 93 1 . 8 1 9+00 93 2 . 0 93 2 . 0 1 9+50 93 1 . 5 93 1 . 8 0 10+00 93 1 . 0 93 1 . 3 1 10+50 93 1 . 1 93 1 . 0 5 11+00 93 1 . 0 93 1 . 1 3 11+50 93 1 . 4 93 1 . 3 2 12+00 93 1 . 5 93 1 . 5 0 12+50 93 1 . 8 93 1 . 6 9 13+00 93 2 . 0 93 1 . 8 5 EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION 1.13%1.05%0.37% PVIS:8+90.00 PVIE:932.45 AD:2.40 K:62.38 150.00' VC BVCS:8+15.00 BVCE:931.43 EVCS:9+65.00 EVCE:931.66 HP STA:8+99.70 HP ELEV:932.01 PVIS:7+39.03 PVIE:930.40 AD:2.49 K:60.20 150.00' VC BV C S : 6 + 6 4 . 0 3 BV C E : 9 3 1 . 2 5 EV C S : 8 + 1 4 . 0 3 EV C E : 9 3 1 . 4 2 LP STA:7+32.29 LP ELEV:930.86 PVIS:10+38.07 PVIE:930.90 AD:1.42 K:70.43 100.00' VC BV C S : 9 + 8 8 . 0 7 BV C E : 9 3 1 . 4 2 EV C S : 1 0 + 8 8 . 0 7 EV C E : 9 3 1 . 0 9 LP STA:10+61.80 LP ELEV:931.04 SEE SHEE T 27 CONSTRUCTION LIMITS SE E S H E E T 19 S E E S H E E T 2 1 BITUMINOUS PAVEMENT BITUMINOUS DRIVEWAY CONCRETE DRIVEWAY SS ADJUST FRAME AND RING CASTING (SANITARY) NOTES: 1.CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 2.THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEIR EXACT LOCATION AND ELEVATIONS. 3.PROTECT ALL SAWED AND BITUMINOUS EDGES (INCIDENTAL). 4.DRIVEWAY REMOVALS WILL BE MARKED IN THE FIELD BY THE ENGINEER. 5.PAVE 5' BUMP OUT AT GRAVEL DRIVEWAYS AND PAVE 3' BUMP OUT AT MAILBOX LOCATIONS. 6.ALL RADII ARE MEASURED TO EDGE OF BITUMINOUS, UNLESS OTHERWISE NOTED. 22' EDGE OF BITUMINOUS GRADE SHOULDER TO EXISTING RETAINING WALL MINOR GRADING BEHIND SHOULDER TO DITCH ENCHANTED LANE SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 V: 5 10 E N C H A N T E D P O I N T R25' R45' ENCHANTED L A N E SHADY IS L A N D R O A D DEL L W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - S T R T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 2 : 3 5 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STREET CONSTRUCTION PLANS 20 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME ENCHANTED PT ENCHANTED LN 4 4 7 5 4 5 0 5 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E SS SS GAS GAS GA S GA S GA S GA S COM COMCOM COM COM COM COMCOM COM COM COM COM COM COM COM COM COM COM COM CO M COM COM COM COM COM COM COM COM COM COM CO M COM COM COM 4 4 7 5 4 5 0 5 HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWL HWL HWL HWL HWLHWLHWL HWL HWLHWL HWLHWLHWL HWL HWL HWL HWL HW L HWLHWLHWL HWLHWLHWL HWL HWLHWL HWL HWLHWLHWL HWL HWL HWL HWL HWL HWLHWL HWL HWL HWLHWLHWL HWL HWL HWL HWL HWLHWLHWL HWL HWLHWL HWL HWL HWLHWL HWL HWLHWL HWL HWL HWL HWL HWL HWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWL HWL HWL HWL HWL HWLHWLHWL HWLHWL HWL HWLHWLHWLHWL HWL HWL HWL HWL HWL HWL WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WET WE T WET 13+00 14+00 15+00 16+00 17+00 18+00 19+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 915 920 925 930 935 940 945 950 955 960 915 920 925 930 935 940 945 950 955 960 13+00 93 2 . 0 93 1 . 8 5 13+50 93 1 . 7 93 1 . 9 5 14+00 93 1 . 6 93 2 . 0 0 14+50 93 1 . 6 93 1 . 9 9 15+00 93 1 . 8 93 1 . 9 3 15+50 93 1 . 8 93 1 . 8 1 16+00 93 1 . 6 93 1 . 6 6 16+50 93 1 . 4 93 1 . 5 2 17+00 93 1 . 3 93 1 . 3 7 17+50 93 1 . 5 93 1 . 2 2 18+00 93 1 . 3 93 1 . 1 1 18+50 93 1 . 2 93 1 . 0 5 19+00 93 1 . 2 93 1 . 0 5 19+50 93 1 . 1 93 1 . 1 1 EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION 0.29% PVIS:14+00.00 PVIE:932.25 AD:0.67 K:450.51 300.00' VC BVCS:12+50.00 BVCE:931.69 EVCS:15+50.00 EVCE:931.81 HP STA:14+18.04 HP ELEV:932.00 PVIS:18+98.45 PVIE:930.79 AD:0.70 K:427.56 300.00' VC BVCS:17+48.45 BVCE:931.23 EVCS:20+48.45 EVCE:931.40 LP STA:18+73.69 LP ELEV:931.05 CONSTRUCTION LIMITS SE E S H E E T 22 S E E S H E E T 2 0 22' EDGE OF BITUMINOUS ENCHANTE D L A N E SHADY IS L A N D R O A D DELL W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP NENCHANTED LANEBITUMINOUS PAVEMENT BITUMINOUS DRIVEWAY CONCRETE DRIVEWAY SS ADJUST FRAME AND RING CASTING (SANITARY) NOTES: 1.CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 2.THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEIR EXACT LOCATION AND ELEVATIONS. 3.PROTECT ALL SAWED AND BITUMINOUS EDGES (INCIDENTAL). 4.DRIVEWAY REMOVALS WILL BE MARKED IN THE FIELD BY THE ENGINEER. 5.PAVE 5' BUMP OUT AT GRAVEL DRIVEWAYS AND PAVE 3' BUMP OUT AT MAILBOX LOCATIONS. 6.ALL RADII ARE MEASURED TO EDGE OF BITUMINOUS, UNLESS OTHERWISE NOTED. SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 V: 5 10 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - S T R T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 2 : 4 4 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STREET CONSTRUCTION PLANS 21 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME OHE OHE OHE OHE OH E OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS SS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S COMCOM COM COM COM COM COM COM COM COM COM COM COM COM COM COMCOMCOM COM COM COM COM COM COM COMCOMCOMCOM COM COM COM COM COM COM CO M CO M CO M CO M HWL HWL HWL HWL HWL HWLHWLHWLHWLHWLHWL HWL HWL HWL HWLHWLHWL HWL HWLHWLHWLHWLHWL HWL HWLHWLHWLHWLHWLHWL HWLHWLHWLHWLHWL HWL HWL HWLHWL HWL HWLHWL HWL HWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWL HWL HWL HWL HWL HWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWL HWL HWLHWLHWL HWL HWL HWLHWL HWL HWLHWLHWLHWL HWLHWL HWL HWLHWL HWL HWLHWLHWL HWLHWLHWLHWLHWLHWLHWLHWL HWL HWLHWLHWL HWL HWLHWL HWLHWL WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WE T WET WET WET WET WET WET WET WET WET WET WET 20+00 21+00 22+00 23+00 24+00 25+00 26+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 915 920 925 930 935 940 945 950 955 960 915 920 925 930 935 940 945 950 955 960 19+50 93 1 . 1 93 1 . 1 1 20+00 93 1 . 3 93 1 . 2 3 20+50 93 1 . 4 93 1 . 4 1 21+00 93 1 . 5 93 1 . 6 1 21+50 93 1 . 7 93 1 . 8 2 22+00 93 1 . 8 93 2 . 0 2 22+50 93 2 . 2 93 2 . 1 6 23+00 93 2 . 2 93 2 . 1 2 23+50 93 1 . 8 93 1 . 8 7 24+00 93 1 . 5 93 1 . 5 0 24+50 93 1 . 2 93 1 . 2 5 25+00 93 1 . 2 93 1 . 1 7 25+50 93 1 . 3 93 1 . 2 8 26+00 93 1 . 6 93 1 . 5 7 EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION 0.41%0.76% PVIS:22+85.00 PVIE:932.37 AD:1.17 K:128.26 150.00' VC BV C S : 2 2 + 1 0 . 0 0 BV C E : 9 3 2 . 0 6 HP STA:22+62.42 HP ELEV:932.17 EV C S : 2 3 + 6 0 . 0 0 EV C E : 9 3 1 . 8 0 PVIS:25+40.00 PVIE:930.43 AD:2.18 K:137.93 300.00' VC BVCS:23+90.00 BVCE:931.57 EVCS:26+90.00 EVCE:932.55 LP STA:24+94.93 LP ELEV:931.17 SEE SHEET 31 CONSTRUCTION LIMITS SE E S H E E T 23 S E E S H E E T 2 1 ENCHANTE D L A N E SHADY I S L A N D R O A D DELL W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N 22' EDGE OF BITUMINOUS MINOR GRADING BEHIND SHOULDER TO DITCH LP LP R25' R25' ENCHANTED LANEBITUMINOUS PAVEMENT BITUMINOUS DRIVEWAY CONCRETE DRIVEWAY SS ADJUST FRAME AND RING CASTING (SANITARY) NOTES: 1.CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 2.THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEIR EXACT LOCATION AND ELEVATIONS. 3.PROTECT ALL SAWED AND BITUMINOUS EDGES (INCIDENTAL). 4.DRIVEWAY REMOVALS WILL BE MARKED IN THE FIELD BY THE ENGINEER. 5.PAVE 5' BUMP OUT AT GRAVEL DRIVEWAYS AND PAVE 3' BUMP OUT AT MAILBOX LOCATIONS. 6.ALL RADII ARE MEASURED TO EDGE OF BITUMINOUS, UNLESS OTHERWISE NOTED. SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 V: 5 10 EN C H A N T E D D R I V E WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - S T R T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 2 : 5 4 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STREET CONSTRUCTION PLANS 22 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME ENCHANTED DR ENCHANTED LN 4805 4825 4845 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE O H E OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE SS SS FM FM FM FM FM FM GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM 4805 4825 4845 HW L HWL HWL HWL HWLHWL HWL HWLHWL HWL HWLHWLHWL HWL HWLHWLHWLHWLHWL HWL HWL HWL HWLHWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HW L HWL HWL HWL HWLHWLHWLHWLHWLHWLHWL WET WET WET WET WE T WE T WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET 26+00 27+00 28+00 29+00 30+00 31+00 32+0 0 33+0 0 26+00 27+00 28+00 29+00 30+00 31+00 32+0 0 33+0 0 915 920 925 930 935 940 945 950 955 960 915 920 925 930 935 940 945 950 955 960 26+00 93 1 . 6 93 1 . 5 7 26+50 93 1 . 9 93 2 . 0 4 27+00 93 2 . 7 93 2 . 6 9 27+50 93 3 . 0 93 3 . 0 3 28+00 93 2 . 6 93 2 . 6 3 28+50 93 1 . 9 93 1 . 9 2 29+00 93 1 . 7 93 1 . 6 6 29+50 93 1 . 9 93 1 . 8 7 30+00 93 2 . 2 93 2 . 1 3 30+50 93 2 . 2 93 2 . 1 1 31+00 93 1 . 8 93 1 . 7 8 31+50 93 1 . 5 93 1 . 4 0 32+00 93 1 . 3 93 1 . 1 6 32+50 93 1 . 2 93 1 . 0 8 EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION37' - 12" RCP CL V @ 2.88% 5004 STA: 28+67.50 LOC: 16.90' RT INV: 930.44 (N) TYPE: 12" APRON5003 STA: 28+70.67 LOC: 19.83' LT INV: 929.38 (S) TYPE: 12" APRON 1.41%1.54%0.58%0.79% PVIS:27+50.00 PVIE:933.40 AD:2.95 K:33.87 100.00' VC BV C S : 2 7 + 0 0 . 0 0 BV C E : 9 3 2 . 6 9 HP STA:27+47.90 HP ELEV:933.03 EV C S : 2 8 + 0 0 . 0 0 EV C E : 9 3 2 . 6 3 PVIS:30+30.00 PVIE:932.33 AD:1.36 K:73.39 100.00' VC BV C S : 2 9 + 8 0 . 0 0 BV C E : 9 3 2 . 0 4 HP STA:30+22.39 HP ELEV:932.16 EV C S : 3 0 + 8 0 . 0 0 EV C E : 9 3 1 . 9 4 PVIS:28+77.00 PVIE:931.45 AD:2.12 K:47.26 100.00' VC BV C S : 2 8 + 2 7 . 0 0 BV C E : 9 3 2 . 2 2 EV C S : 2 9 + 2 7 . 0 0 EV C E : 9 3 1 . 7 4 LP STA:28+99.70 LP ELEV:931.66 PVIS:32+30.00 PVIE:930.76 AD:1.32 K:151.27 200.00' VC BVCS:31+30.00 BVCE:931.54 EVCS:33+30.00 EVCE:931.30 LP STA:32+48.75 LP ELEV:931.08 CONSTRUCTION LIMITS S E E S H E E T 2 4 SE E S H E E T 22 ENCHANTE D L A N E SHADY IS L A N D R O A D DELL W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N 22' EDGE OF BITUMINOUSINV=929.38 INSTALL CULVERT PER THE ABOVE NOTES INV=930.44 INSTALL 40' - 12" RCP WITH (2) 12" APRONS ENCHANTED LANE BITUMINOUS PAVEMENT BITUMINOUS DRIVEWAY CONCRETE DRIVEWAY SS ADJUST FRAME AND RING CASTING (SANITARY) NOTES: 1.CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 2.THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEIR EXACT LOCATION AND ELEVATIONS. 3.PROTECT ALL SAWED AND BITUMINOUS EDGES (INCIDENTAL). 4.DRIVEWAY REMOVALS WILL BE MARKED IN THE FIELD BY THE ENGINEER. 5.PAVE 5' BUMP OUT AT GRAVEL DRIVEWAYS AND PAVE 3' BUMP OUT AT MAILBOX LOCATIONS. 6.ALL RADII ARE MEASURED TO EDGE OF BITUMINOUS, UNLESS OTHERWISE NOTED. SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 V: 5 10 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - S T R T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 3 : 0 3 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STREET CONSTRUCTION PLANS 23 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME LAGOON DR ENCHANTED LN 4 9 5 5 4 9 2 5 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE O H E O H E O H E OH E CO SS LL SS SS FM FM FM FM FMFM FM FM FM FM FM FM FM FM FM S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS G A S G A S GA S COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM CO M CO M C O M COM COM COM COM COM COM COM COM CO M CO M C O M CO M C O M SS4 9 5 5 4 9 2 5 HWL HWL HWL HWL HWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWLHWL HWL HWLHWL HWL HWL HWLHWLHWLHWL HWL HWLHWL HWL HWLHWLHWLHWLHWL WET WET WE T WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET 33+00 34+00 35+00 36+00 37+00 38+ 0 0 3 9 + 0 0 33+00 34+00 35+00 36+00 37+00 38+ 0 0 3 9 + 0 0 BEGIN BITUMINOUS CURB STA: 33+83.03 BEGIN BITUMINOUS CURB STA: 33+97.36 END BITUMINOUS CURB STA: 34+65.82 END BITUMINOUS CURB STA: 34+66.76 BEGIN BITUMINOUS CURB STA: 35+20.45 BEGIN BITUMINOUS CURB STA: 35+24.53 END BITUMINOUS CURB STA: 35+72.68 END BITUMINOUS CURB STA: 36+16.13 BEGIN BITUMINOUS CURB STA: 37+51.07 BEGIN BITUMINOUS CURB STA: 37+61.27 END BITUMINOUS CURB STA: 38+08.76 END BITUMINOUS CURB STA: 38+63.92 915 920 925 930 935 940 945 950 955 960 915 920 925 930 935 940 945 950 955 960 35+00 93 4 . 8 35+50 93 4 . 1 93 4 . 0 6 36+00 93 2 . 9 93 2 . 9 3 36+50 93 2 . 4 93 2 . 4 0 37+00 93 2 . 8 93 2 . 6 2 37+50 93 3 . 5 93 3 . 6 0 38+00 93 5 . 2 93 5 . 3 3 38+50 93 7 . 8 93 7 . 7 9 39+00 94 0 . 4 94 0 . 4 7 EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION 32+50 93 1 . 2 93 1 . 0 8 33+00 93 1 . 3 93 1 . 1 7 33+50 93 1 . 5 93 1 . 4 0 34+00 93 1 . 9 93 1 . 8 8 34+50 93 3 . 8 93 3 . 7 4 35+00 93 4 . 8 0.54% 4.53% PV I S : 3 4 + 6 9 . 4 2 PV I E : 9 3 4 . 6 2 PVIS:34+05.00 PVIE:931.70 AD:3.99 K:15.02 60.00' VC BV C S : 3 3 + 7 5 . 0 0 BV C E : 9 3 1 . 5 4 EV C S : 3 4 + 3 5 . 0 0 EV C E : 9 3 3 . 0 6 2.35% 5.35% PV I S : 3 5 + 2 1 . 4 0 PV I E : 9 3 4 . 7 3 PVIS:37+10.00 PVIE:930.30 AD:7.70 K:33.11 255.00' VC BV C S : 3 5 + 8 2 . 5 0 BV C E : 9 3 3 . 3 0 EV C S : 3 8 + 3 7 . 5 0 EV C E : 9 3 7 . 1 2 LP STA:36+60.31 LP ELEV:932.38 PROTECT EXISTING CULVERT SE E S H E E T 23 SEE S H E E T 25 ENCHANTED L A N E SHADY I S L A N D R O A D DEL L W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED PO I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N 22' EDGE OF BITUMINOUS CONSTRUCTION LIMITS MATCH EXISTING BRIDGE DECK MATCH EXISTING BRIDGE DECK ENCHANTED LANE/SHADY ISLAND ROADBITUMINOUS PAVEMENT BITUMINOUS DRIVEWAY CONCRETE DRIVEWAY SS ADJUST FRAME AND RING CASTING (SANITARY) NOTES: 1.CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 2.THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEIR EXACT LOCATION AND ELEVATIONS. 3.PROTECT ALL SAWED AND BITUMINOUS EDGES (INCIDENTAL). 4.DRIVEWAY REMOVALS WILL BE MARKED IN THE FIELD BY THE ENGINEER. 5.PAVE 5' BUMP OUT AT GRAVEL DRIVEWAYS AND PAVE 3' BUMP OUT AT MAILBOX LOCATIONS. 6.ALL RADII ARE MEASURED TO EDGE OF BITUMINOUS, UNLESS OTHERWISE NOTED. SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 V: 5 10 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - S T R T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 3 : 1 2 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STREET CONSTRUCTION PLANS 24 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 4940 5165 5125 5065 5045 5025 4995 OHE OHE OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS SS VLT S FM FM FM GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS COMCOM CO M COM COM COM COM COM COM COM COM COM COM COM COM COM CO M COM COM COM COM COM COM COM COM COM COM COM CO M CO M COM COM COM COM COM CO M CO M CO M SS 4940 5165 5125 5065 5045 5025 4995 39+ 0 0 40+0 0 41+00 42+00 43+00 44+00 45+00 70 + 0 0 71 + 0 0 39+ 0 0 40+0 0 41+00 42+00 43+00 44+00 45+00 R35' END BITUMINOUS CURB BEGIN BITUMINOUS CURB STA: 39+76.57 END BITUMINOUS CURB STA: 40+28.12 930 935 940 945 950 955 960 965 970 975 930 935 940 945 950 955 960 965 970 975 39+00 94 0 . 4 94 0 . 4 7 39+50 94 3 . 3 94 3 . 4 9 40+00 94 7 . 7 94 7 . 8 5 40+50 95 3 . 0 95 3 . 0 2 41+00 95 5 . 5 95 5 . 6 8 41+50 95 5 . 8 95 5 . 7 5 42+00 95 5 . 6 95 5 . 6 2 42+50 95 5 . 7 95 5 . 7 3 43+00 95 6 . 0 95 5 . 9 8 43+50 95 5 . 7 95 5 . 7 2 44+00 95 5 . 8 95 5 . 8 3 44+50 95 6 . 7 95 7 . 0 6 45+00 95 9 . 4 95 9 . 4 4 45+50 96 2 . 0 96 2 . 0 2 EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION 5.35% 10.97 % 0.35%0.68%0.53% PVIS:40+75.00 PVIE:956.02 AD:11.33 K:7.94 90.00' VC BV C S : 4 0 + 3 0 . 0 0 BV C E : 9 5 1 . 0 8 HP STA:41+17.19 HP ELEV:955.86 EV C S : 4 1 + 2 0 . 0 0 EV C E : 9 5 5 . 8 6 PVIS:42+95.00 PVIE:956.02 AD:1.21 K:16.49 20.00' VC BVCS:42+85.00 BVCE:955.95 EVCS:43+05.00 EVCE:955.96 HP STA:42+96.26 HP ELEV:955.99 PVIS:45+50.00 PVIE:962.61 AD:6.28 K:11.94 75.00' VC BVCS:45+12.50 BVCE:960.22 EVCS:45+87.50 EVCE:962.65 HP STA:45+87.50 HP ELEV:962.65 PVIS:39+65.00 PVIE:943.94 AD:5.62 K:17.78 100.00' VC BV C S : 3 9 + 1 5 . 0 0 BV C E : 9 4 1 . 2 7 EV C S : 4 0 + 1 5 . 0 0 EV C E : 9 4 9 . 4 3 PVIS:42+20.00 PVIE:955.50 AD:1.04 K:96.44 100.00' VC BV C S : 4 1 + 7 0 . 0 0 BV C E : 9 5 5 . 6 8 EV C S : 4 2 + 7 0 . 0 0 EV C E : 9 5 5 . 8 4 LP STA:42+04.13 LP ELEV:955.62 PVIS:44+35.00 PVIE:955.27 AD:6.91 K:21.70 150.00' VC BV C S : 4 3 + 6 0 . 0 0 BV C E : 9 5 5 . 6 7 EV C S : 4 5 + 1 0 . 0 0 EV C E : 9 6 0 . 0 6 LP STA:43+71.50 LP ELEV:955.64 SEE SHEET 34 S E E S H E E T 2 6 SE E S H E E T 24 22' EDGE OF BITUMINOUS ENCHANTE D L A N E SHADY I S L A N D R O A D DELL W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N CONSTRUCTION LIMITS MINOR GRADING BEHIND SHOULDER TO ENSURE DRAINAGE SHADY ISLAND ROADBITUMINOUS PAVEMENT BITUMINOUS DRIVEWAY CONCRETE DRIVEWAY SS ADJUST FRAME AND RING CASTING (SANITARY) NOTES: 1.CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 2.THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEIR EXACT LOCATION AND ELEVATIONS. 3.PROTECT ALL SAWED AND BITUMINOUS EDGES (INCIDENTAL). 4.DRIVEWAY REMOVALS WILL BE MARKED IN THE FIELD BY THE ENGINEER. 5.PAVE 5' BUMP OUT AT GRAVEL DRIVEWAYS AND PAVE 3' BUMP OUT AT MAILBOX LOCATIONS. 6.ALL RADII ARE MEASURED TO EDGE OF BITUMINOUS, UNLESS OTHERWISE NOTED. SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 V: 5 10 SH A D Y I S L A N D C I R C L E R35'R35' WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - S T R T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 3 : 2 2 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STREET CONSTRUCTION PLANS 25 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME SHADY ISLAND RD SHADY ISLAND CIR 52 4 0 52 6 0 530 5 52 8 5 524 5 52 2 5 51 8 5 OHE OHE OHE OHE OHE OHE OHE OHE OHE CO SS SS SS FM FM FM FM FM FM FM FM FM FM FM GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS COM COM COM COM COM COM COM COM COM COM COM COM COM CO M CO M SS 52 4 0 52 6 0 530 5 52 8 5 524 5 52 2 5 51 8 5 45+00 46+00 47+00 48+00 49+00 49+75 81 + 0 0 81 + 2 5 45+00 46+00 47+00 48+00 49+00 49+75 END STREET CONSTRUCTION STA: 49+75.00 R3 5 ' BEGIN BITUMINOUS CURB STA: 47+25.22 END BITUMINOUS CURB STA: 49+70.00 935 940 945 950 955 960 965 970 975 980 935 940 945 950 955 960 965 970 975 980 45+50 96 2 . 0 96 2 . 0 2 46+00 96 2 . 7 96 2 . 6 6 46+50 96 2 . 9 96 2 . 9 3 47+00 96 3 . 0 96 3 . 2 9 47+50 96 1 . 0 96 0 . 7 7 48+00 95 5 . 8 95 5 . 7 9 48+50 95 1 . 8 95 1 . 8 3 49+00 94 5 . 7 94 5 . 8 2 49+50 93 9 . 2 93 9 . 1 6 50+00 EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION 0.10%1.94% 10. 7 4 % 6.71 % 12. 1 4 % 16 . 8 2 % 11. 7 2 % PV I S : 4 9 + 6 9 . 4 5 PV I E : 9 3 6 . 8 8 PVIS:45+50.00 PVIE:962.61 AD:6.28 K:11.94 75.00' VC BVCS:45+12.50 BVCE:960.22 EVCS:45+87.50 EVCE:962.65 HP STA:45+87.50 HP ELEV:962.65 PVIS:47+20.00 PVIE:964.25 AD:12.68 K:7.89 100.00' VC BVCS:46+70.00 BVCE:963.28 EVCS:47+70.00 EVCE:958.88 HP STA:46+85.27 HP ELEV:963.43 PVIS:48+50.00 PVIE:951.89 AD:5.42 K:1.84 10.00' VC BVCS:48+45.00 BVCE:952.23 EVCS:48+55.00 EVCE:951.29 HP STA:48+45.00 HP ELEV:952.23 PVIS:49+10.00 PVIE:944.61 AD:4.69 K:2.13 10.00' VC BVCS:49+05.00 BVCE:945.22 EVCS:49+15.00 EVCE:943.77 HP STA:49+05.00 HP ELEV:945.22 PVIS:46+40.00 PVIE:962.70 AD:1.84 K:27.20 50.00' VC BVCS:46+15.00 BVCE:962.68 EVCS:46+65.00 EVCE:963.18 LP STA:46+15.00 LP ELEV:962.68 PVIS:48+10.00 PVIE:954.58 AD:4.03 K:14.89 60.00' VC BVCS:47+80.00 BVCE:957.80 EVCS:48+40.00 EVCE:952.56 LP STA:48+40.00 LP ELEV:952.56 PVIS:49+25.00 PVIE:942.09 AD:5.11 K:1.96 10.00' VC BVCS:49+20.00 BVCE:942.93 EVCS:49+30.00 EVCE:941.50 LP STA:49+30.00 LP ELEV:941.50 SE E S H E E T 25 SEE SH E E T 35 12' EDGE OF BITUMINOUS ENCHANTE D L A N E SHADY I S L A N D R O A D DELL W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N CONSTRUCTION LIMITS SHADY ISLAND ROADBITUMINOUS PAVEMENT BITUMINOUS DRIVEWAY CONCRETE DRIVEWAY SS ADJUST FRAME AND RING CASTING (SANITARY) NOTES: 1.CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 2.THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEIR EXACT LOCATION AND ELEVATIONS. 3.PROTECT ALL SAWED AND BITUMINOUS EDGES (INCIDENTAL). 4.DRIVEWAY REMOVALS WILL BE MARKED IN THE FIELD BY THE ENGINEER. 5.PAVE 5' BUMP OUT AT GRAVEL DRIVEWAYS AND PAVE 3' BUMP OUT AT MAILBOX LOCATIONS. 6.ALL RADII ARE MEASURED TO EDGE OF BITUMINOUS, UNLESS OTHERWISE NOTED. SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 V: 5 10 SH A D Y I S L A N D C I R C L E WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - S T R T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 3 : 3 2 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STREET CONSTRUCTION PLANS 26 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS THC AF SHADY ISLAND RD SHADY ISLAND CIR 438 5 440 5 436 5 448 5 437 0 439 0 441 0 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS W L L VENT SS FM FM FM S S GAS GAS GAS GAS GAS GAS COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM C O M COM COM COM COM COM CO M CO M OH E SS SS MAIL 438 5 440 5 436 5 448 5 437 0 439 0 441 0 HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL WET WET WET WET WET WET WET WET WET 7+00 8+00 7+00 8+00 50+ 0 0 51+00 52+00 53+00 54+00 55+ 0 0 56+00 BEGIN STREET CONSTRUCTION STA: 50+25.14 915 920 925 930 935 940 945 950 955 960 915 920 925 930 935 940 945 950 955 960 50+00 93 0 . 7 50+50 93 1 . 6 93 1 . 5 4 51+00 93 2 . 6 93 2 . 6 4 51+50 93 4 . 6 93 4 . 7 1 52+00 93 4 . 3 93 4 . 4 8 52+50 93 3 . 1 93 3 . 4 1 53+00 93 2 . 7 93 2 . 6 7 53+50 93 2 . 5 93 2 . 2 6 54+00 93 2 . 4 93 2 . 1 8 54+50 93 2 . 4 93 2 . 4 4 55+00 93 2 . 7 93 3 . 0 2 55+50 93 3 . 5 93 3 . 7 4 56+00 93 4 . 4 93 4 . 2 5 EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION EXISTING ℄ ELEVATIONPROPOSED ℄ ELEVATION 4.64% 2.54% 1.43% 1.80% PV I S : 5 0 + 1 3 . 4 7 PV I E : 9 3 0 . 8 9 PVIS:51+63.14 PVIE:935.42 AD:7.18 K:6.96 50.00' VC BVCS:51+38.14 BVCE:934.26 EVCS:51+88.14 EVCE:934.78 HP STA:51+70.46 HP ELEV:935.01 PVIS:50+98.63 PVIE:932.42 AD:2.84 K:17.62 50.00' VC BV C S : 5 0 + 7 3 . 6 3 BV C E : 9 3 1 . 9 7 EV C S : 5 1 + 2 3 . 6 3 EV C E : 9 3 3 . 5 8 PVIS:53+45.00 PVIE:930.80 AD:3.97 K:75.57 300.00' VC BV C S : 5 1 + 9 5 . 0 0 BV C E : 9 3 4 . 6 1 EV C S : 5 4 + 9 5 . 0 0 EV C E : 9 3 2 . 9 5 LP STA:53+86.80 LP ELEV:932.17 MINOR GRADING BEHIND SHOULDER TO ENSURE POSITIVE DRAINAGE TO DITCH S E E S H E E T 2 0 S E E S H E E T 2 0 S E E S H E E T 2 8 ENCHANTED L A N E SHADY IS L A N D R O A D DEL L W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED PO I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N 16' EDGE OF BITUMINOUS CONSTRUCTION LIMITS MINOR GRADING BEHIND SHOULDER TO ENSURE POSITIVE DRAINAGE TO DITCH ENCHANTED POINTBITUMINOUS PAVEMENT BITUMINOUS DRIVEWAY CONCRETE DRIVEWAY SS ADJUST FRAME AND RING CASTING (SANITARY) NOTES: 1.CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 2.THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEIR EXACT LOCATION AND ELEVATIONS. 3.PROTECT ALL SAWED AND BITUMINOUS EDGES (INCIDENTAL). 4.DRIVEWAY REMOVALS WILL BE MARKED IN THE FIELD BY THE ENGINEER. 5.PAVE 5' BUMP OUT AT GRAVEL DRIVEWAYS AND PAVE 3' BUMP OUT AT MAILBOX LOCATIONS. 6.ALL RADII ARE MEASURED TO EDGE OF BITUMINOUS, UNLESS OTHERWISE NOTED. SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 V: 5 10 ENC H A N T E D L A N E WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - S T R T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 3 : 4 2 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STREET CONSTRUCTION PLANS 27 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS THC AF ENCHANTED PT ENCHANTED LN 45454410 4430 4475 S S GA S GAS GAS GAS GAS GAS CO M CO M CO M COM COM SS 45454410 4430 4475 WET WET WET WET 56 + 0 0 57+00 58+00 59+00 60+00 END STREET CONSTRUCTION STA: 60+00.00 915 920 925 930 935 940 945 950 955 960 915 920 925 930 935 940 945 950 955 960 56+00 93 4 . 4 93 4 . 2 5 56+50 93 3 . 6 93 3 . 7 5 57+00 93 2 . 0 93 2 . 3 9 57+50 93 0 . 8 93 1 . 1 8 58+00 93 0 . 2 93 0 . 2 5 58+50 92 9 . 6 92 9 . 6 0 59+00 92 9 . 2 92 9 . 2 3 59+50 92 9 . 0 92 8 . 9 8 60+00 EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION 0.50% PV I S : 5 9 + 5 8 . 1 2 PV I E : 9 2 8 . 9 4 PVIS:56+20.00 PVIE:934.74 AD:4.42 K:22.60 100.00' VC BVCS:55+70.00 BVCE:934.02 EVCS:56+70.00 EVCE:933.24 HP STA:56+02.36 HP ELEV:934.25 PVIS:57+85.00 PVIE:929.80 AD:2.49 K:90.22 225.00' VC BV C S : 5 6 + 7 2 . 5 0 BV C E : 9 3 3 . 1 7 EV C S : 5 8 + 9 7 . 5 0 EV C E : 9 2 9 . 2 4 ENSURE DRAINAGE TO DITCH LP SEE SH E E T 27 ENCHANTE D L A N E SHADY I S L A N D R O A D DELL W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N 16' EDGE OF BITUMINOUS CONSTRUCTION LIMITS LP ENCHANTED POINTBITUMINOUS PAVEMENT BITUMINOUS DRIVEWAY CONCRETE DRIVEWAY SS ADJUST FRAME AND RING CASTING (SANITARY) NOTES: 1.CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 2.THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEIR EXACT LOCATION AND ELEVATIONS. 3.PROTECT ALL SAWED AND BITUMINOUS EDGES (INCIDENTAL). 4.DRIVEWAY REMOVALS WILL BE MARKED IN THE FIELD BY THE ENGINEER. 5.PAVE 5' BUMP OUT AT GRAVEL DRIVEWAYS AND PAVE 3' BUMP OUT AT MAILBOX LOCATIONS. 6.ALL RADII ARE MEASURED TO EDGE OF BITUMINOUS, UNLESS OTHERWISE NOTED. SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 V: 5 10 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - S T R T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 3 : 5 1 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STREET CONSTRUCTION PLANS 28 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 438 0 436 0 434 0 432 0 430 0 432 5 433 5 434 5 435 5 436 5 442 5 448 5 441 5 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHE OHE OHE OHE SS SS SS GAS GAS GA S GAS GA S GA S GAS GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GAS GAS COM CO M CO M CO M CO M CO M COM COM COM COM COM COM COM COM COM CO M COM COM COM C O M CO M CO M O H E O H E O H E OHEOHEOHE SIG N KEY PA D 438 0 436 0 434 0 432 0 430 0 432 5 433 5 434 5 435 5 436 5 442 5 448 5 441 5 HWL HWL HWL HWL HWL HWL HWL HWL HWLHWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL WET WET WET 95+00 96+00 97+00 98+00 99+ 0 0 100 + 0 0 101 + 0 0 END STREET CONSTRUCTION STA: 95+21.54 BEGIN BITUMINOUS CURB STA: 95+57.57 BEGIN BITUMINOUS CURB STA: 95+91.28 END BITUMINOUS CURB STA: 97+61.96 END BITUMINOUS CURB STA: 97+98.85 END BITUMINOUS CURB STA: 99+70.05 END BITUMINOUS CURB STA: 99+97.94 920 925 930 935 940 945 950 955 960 965 920 925 930 935 940 945 950 955 960 965 94+50 95+00 95+50 93 3 . 5 93 3 . 5 5 96+00 93 5 . 0 93 4 . 9 7 96+50 93 7 . 1 93 7 . 0 0 97+00 93 9 . 1 93 9 . 0 2 97+50 94 0 . 2 94 0 . 3 1 98+00 94 0 . 8 94 0 . 7 2 98+50 94 1 . 1 94 1 . 0 6 99+00 94 1 . 8 94 1 . 7 2 99+50 94 2 . 8 94 2 . 7 9 100+00 94 3 . 9 94 3 . 9 0 100+50 94 4 . 9 94 4 . 9 5 101+00 94 5 . 8 94 5 . 8 4 EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION 1.04% 4.06% 0.67% 2.21% 1.69% PV I S : 9 5 + 2 1 . 5 4 PV I E : 9 3 3 . 2 5 PVIS:97+30.00 PVIE:940.25 AD:3.40 K:22.09 75.00' VC BV C S : 9 6 + 9 2 . 5 2 BV C E : 9 3 8 . 7 3 EV C S : 9 7 + 6 7 . 5 2 EV C E : 9 4 0 . 5 0 PVIS:100+50.00 PVIE:945.00 AD:0.52 K:144.59 75.00' VC BV C S : 1 0 0 + 1 2 . 5 0 BV C E : 9 4 4 . 1 7 EV C S : 1 0 0 + 8 7 . 5 0 EV C E : 9 4 5 . 6 3 PVIS:95+70.00 PVIE:933.75 AD:3.03 K:16.52 50.00' VC BV C S : 9 5 + 4 4 . 9 9 BV C E : 9 3 3 . 4 9 EV C S : 9 5 + 9 4 . 9 9 EV C E : 9 3 4 . 7 7 PVIS:98+80.00 PVIE:941.25 AD:1.54 K:48.73 75.00' VC BV C S : 9 8 + 4 2 . 5 0 BV C E : 9 4 1 . 0 0 EV C S : 9 9 + 1 7 . 5 0 EV C E : 9 4 2 . 0 8 SE E S H E E T 32 SE E S H E E T 30 20' EDGE OF BITUMINOUS ENCHANTE D L A N E SHADY I S L A N D R O A D DELL W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N CONSTRUCTION LIMITS ENCHANTED DRIVEBITUMINOUS PAVEMENT BITUMINOUS DRIVEWAY CONCRETE DRIVEWAY SS ADJUST FRAME AND RING CASTING (SANITARY) NOTES: 1.CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 2.THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEIR EXACT LOCATION AND ELEVATIONS. 3.PROTECT ALL SAWED AND BITUMINOUS EDGES (INCIDENTAL). 4.DRIVEWAY REMOVALS WILL BE MARKED IN THE FIELD BY THE ENGINEER. 5.PAVE 5' BUMP OUT AT GRAVEL DRIVEWAYS AND PAVE 3' BUMP OUT AT MAILBOX LOCATIONS. 6.ALL RADII ARE MEASURED TO EDGE OF BITUMINOUS, UNLESS OTHERWISE NOTED. SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 V: 5 10 EN C H A N T E D C O V E R15' R25' WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - S T R T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 4 : 0 2 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STREET CONSTRUCTION PLANS 29 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME ENCHANTED DR ENCHANTED COVE 453 0 451 0 440 0 441 5 443 5 445 5 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE O H E O H E O H E OH E OH E OHE SS SS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GAS GA S GAS GAS GAS GAS GAS GAS GAS GAS GA S COM COM COM COM COM COM COM COM COM COM CO M COM COM COM COM CO M CO M CO M CO M COM COM CO M COM CO M CO M OH E 453 0 451 0 440 0 441 5 443 5 445 5 WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET 11 8 + 0 0 11 8 + 7 5 101 + 0 0 102 + 0 0 103+00 104+00 105+00 106+00 107+00 END BITUMINOUS CURB STA: 104+77.01 BEGIN BITUMINOUS CURB STA: 105+39.57 920 925 930 935 940 945 950 955 960 965 920 925 930 935 940 945 950 955 960 965 101+00 94 5 . 8 94 5 . 8 4 101+50 94 6 . 6 94 6 . 6 9 102+00 94 7 . 4 94 7 . 5 3 102+50 94 7 . 9 94 8 . 1 0 103+00 94 7 . 9 94 7 . 7 9 103+50 94 6 . 6 94 6 . 6 0 104+00 94 4 . 4 94 4 . 5 2 104+50 94 2 . 2 94 2 . 0 1 105+00 93 9 . 9 93 9 . 8 7 105+50 93 9 . 1 93 8 . 9 0 106+00 93 8 . 9 93 8 . 7 2 106+50 93 8 . 6 93 8 . 5 1 107+00 93 8 . 0 93 8 . 0 0 107+50 93 7 . 2 93 7 . 1 3 EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION 5.02% 0.32% 1.69% PVIS:103+04.87 PVIE:949.30 AD:6.71 K:28.15 188.92 VC HP STA:102+57.90 HP ELEV:948.11 PVIS:106+99.87 PVIE:938.40 AD:2.14 K:70.19 150.00 VC HP STA:106+24.87 HP ELEV:938.64 PVIS:105+09.87 PVIE:939.00 AD:4.71 K:21.24 100.00 VC LP STA:105+59.87 LP ELEV:938.84EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION BV C S : 1 0 2 + 1 0 . 4 1 BV C E : 9 4 7 . 7 1 BV C S : 1 0 6 + 2 4 . 8 7 BV C E : 9 3 8 . 6 4 EV C S : 1 0 3 + 9 9 . 3 3 EV C E : 9 4 4 . 5 5 BV C S : 1 0 4 + 5 9 . 8 7 BV C E : 9 4 1 . 5 1 EV C S : 1 0 5 + 5 9 . 8 7 EV C E : 9 3 8 . 8 4 S E E S H E E T 3 1 SEE SHEET 33 SE E S H E E T 29 20' EDGE OF BITUMINOUS ENCHANTED L A N E SHADY I S L A N D R O A D DEL L W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N CONSTRUCTION LIMITS R20' R20' ENCHANTED DRIVEBITUMINOUS PAVEMENT BITUMINOUS DRIVEWAY CONCRETE DRIVEWAY SS ADJUST FRAME AND RING CASTING (SANITARY) NOTES: 1.CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 2.THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEIR EXACT LOCATION AND ELEVATIONS. 3.PROTECT ALL SAWED AND BITUMINOUS EDGES (INCIDENTAL). 4.DRIVEWAY REMOVALS WILL BE MARKED IN THE FIELD BY THE ENGINEER. 5.PAVE 5' BUMP OUT AT GRAVEL DRIVEWAYS AND PAVE 3' BUMP OUT AT MAILBOX LOCATIONS. 6.ALL RADII ARE MEASURED TO EDGE OF BITUMINOUS, UNLESS OTHERWISE NOTED. SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 V: 5 10DE L L W O O D L A N E WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - S T R T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 4 : 1 1 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STREET CONSTRUCTION PLANS 30 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME ENCHANTED DR DELLWOOD LN 455 0 OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE SS SS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS COM COM COM COM CO M COM COM COM COMCOMCOM COM COM COM COM BIRD FEE D E R 455 0 HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWLHWLHWLHWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWLHWL HWL HWL HWL HWL HWL HWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL WET WET WET WET WE T WET WETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WET WET WET 23+ 0 0 24+ 0 0 108+00 109+00 110+00 111+ 0 0 111 + 2 5 23+ 0 0 24+ 0 0 BEGIN STREET CONSTRUCTION STA: 110+99.07 END BITUMINOUS CURB STA: 109+20.39 END BITUMINOUS CURB STA: 109+71.90 915 920 925 930 935 940 945 950 955 960 915 920 925 930 935 940 945 950 955 960 107+50 93 7 . 2 93 7 . 1 3 108+00 93 6 . 0 93 5 . 9 4 108+50 93 4 . 8 93 4 . 7 2 109+00 93 3 . 5 93 3 . 4 9 109+50 93 2 . 5 93 2 . 3 6 110+00 93 2 . 0 93 1 . 7 5 110+50 93 1 . 4 93 1 . 5 0 111+00 93 1 . 4 111+50 EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION 2.45% 0.47% PV I S : 1 1 0 + 9 9 . 0 8 PV I E : 9 3 1 . 2 7 PVIS:109+64.87 PVIE:931.90 AD:1.99 K:45.33 90.00 VC LP STA:110+09.87 LP ELEV:931.69 EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION EV C S : 1 0 7 + 7 4 . 8 7 EV C E : 9 3 6 . 5 6 BV C S : 1 0 9 + 1 9 . 8 7 BV C E : 9 3 3 . 0 0 EV C S : 1 1 0 + 0 9 . 8 7 EV C E : 9 3 1 . 6 9 PROTECT EXISTING CULVERT SE E S H E E T 22 S E E S H E E T 3 0 20' EDGE OF BITUMINOUS ENCHANTE D L A N E SHADY I S L A N D R O A D DELL W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N CONSTRUCTION LIMITS ENCHANTED DRIVEBITUMINOUS PAVEMENT BITUMINOUS DRIVEWAY CONCRETE DRIVEWAY SS ADJUST FRAME AND RING CASTING (SANITARY) NOTES: 1.CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 2.THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEIR EXACT LOCATION AND ELEVATIONS. 3.PROTECT ALL SAWED AND BITUMINOUS EDGES (INCIDENTAL). 4.DRIVEWAY REMOVALS WILL BE MARKED IN THE FIELD BY THE ENGINEER. 5.PAVE 5' BUMP OUT AT GRAVEL DRIVEWAYS AND PAVE 3' BUMP OUT AT MAILBOX LOCATIONS. 6.ALL RADII ARE MEASURED TO EDGE OF BITUMINOUS, UNLESS OTHERWISE NOTED. SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 V: 5 10 EN C H A N T E D L A N E WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - S T R T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 4 : 2 1 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STREET CONSTRUCTION PLANS 31 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 4380 4360 4425 4445 4465 4475 4485 OHE OHE OH E OH E OH E OH E OH E OH E SS ESS GAS GAS GAS GAS GAS GAS G A S GA S GA S GA S GA S GA S GA S GA S CO M CO M CO M CO M CO M COM COM COM COM C O M COM COM SI G N KE Y PA D BB H O O P 4380 4360 4425 4445 4465 4475 4485 119+00 120+00 121+00 121+75 BEGIN STREET CONSTRUCTION STA: 119+17.53 END STREET CONSTRUCTION STA: 121+40.95 925 930 935 940 945 950 955 960 965 970 925 930 935 940 945 950 955 960 965 970 118+00 118+50 119+00 94 3 . 6 119+50 94 2 . 2 94 2 . 2 1 120+00 94 0 . 3 94 0 . 2 0 120+50 93 9 . 5 93 9 . 5 0 121+00 93 9 . 4 93 9 . 5 0 121+50 93 9 . 4 122+00 122+50 123+00 EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION 0.00% 3.00% PV I S : 1 1 9 + 0 7 . 5 1 PV I E : 9 4 3 . 6 3 PV I S : 1 2 1 + 4 1 . 4 3 PV I E : 9 3 9 . 5 0 PVIS:119+45.00 PVIE:942.51 AD:1.63 K:30.72 50.00' VC BV C S : 1 1 9 + 1 9 . 9 9 BV C E : 9 4 3 . 2 6 EV C S : 1 1 9 + 6 9 . 9 9 EV C E : 9 4 1 . 3 5 PVIS:120+10.00 PVIE:939.50 AD:4.63 K:16.21 75.00' VC BVCS:119+72.50 BVCE:941.24 EVCS:120+47.50 EVCE:939.50 LP STA:120+47.50 LP ELEV:939.50 SEE SHEET 29 SEE SHEET 29 16' EDGE OF BITUMINOUS ENCHANTE D L A N E SHADY I S L A N D R O A D DELL W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N CONSTRUCTION LIMITS ENCHANTED COVEBITUMINOUS PAVEMENT BITUMINOUS DRIVEWAY CONCRETE DRIVEWAY SS ADJUST FRAME AND RING CASTING (SANITARY) NOTES: 1.CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 2.THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEIR EXACT LOCATION AND ELEVATIONS. 3.PROTECT ALL SAWED AND BITUMINOUS EDGES (INCIDENTAL). 4.DRIVEWAY REMOVALS WILL BE MARKED IN THE FIELD BY THE ENGINEER. 5.PAVE 5' BUMP OUT AT GRAVEL DRIVEWAYS AND PAVE 3' BUMP OUT AT MAILBOX LOCATIONS. 6.ALL RADII ARE MEASURED TO EDGE OF BITUMINOUS, UNLESS OTHERWISE NOTED. SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 V: 5 10 EN C H A N T E D D R I V E WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - S T R T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 4 : 3 1 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STREET CONSTRUCTION PLANS 32 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME ENCHANTED DR ENCHANTED COVE 4510 4460 4440 4350 OHE OH E OHE OHE OHE OHE O H E SS SS SS E SS GAS GAS GAS GA S GAS GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS G A S GAS GAS COM COM COM CO M COM COM CO M COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM C O M COM COM OHE UGE UGE 4510 4460 4440 4350 HWL HWL HWL HWL HWL HWL HWL HWL WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WET WET WE T WE T WE T 112+0 0 113+0 0 114+00 115+0 0 116+00 117 + 0 0 118 + 0 0 118 + 7 5 112+0 0 113+0 0 114+00 115+0 0 116+00 117 + 0 0 118 + 0 0 118 + 7 5 BEGIN STREET CONSTRUCTION STA: 118+61.66 END STREET CONSTRUCTION STA: 112+16.95 915 920 925 930 935 940 945 950 955 960 915 920 925 930 935 940 945 950 955 960 112+00 93 2 . 3 112+50 93 3 . 1 93 2 . 9 9 113+00 93 3 . 2 93 3 . 2 9 113+50 93 3 . 4 93 3 . 4 9 114+00 93 3 . 6 93 3 . 7 0 114+50 93 3 . 9 93 3 . 8 8 115+00 93 4 . 0 93 3 . 9 1 115+50 93 3 . 8 93 3 . 7 7 116+00 93 3 . 5 93 3 . 4 7 116+50 93 3 . 5 93 3 . 4 7 117+00 93 4 . 2 93 4 . 0 8 117+50 93 5 . 4 93 5 . 3 2 118+00 93 7 . 0 93 6 . 9 9 118+50 93 8 . 6 93 8 . 6 7 119+00 EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION 0.41%0.63% 3.35% PV I S : 1 1 2 + 1 6 . 4 9 PV I E : 9 3 2 . 5 0 PV I S : 1 1 8 + 7 2 . 0 7 PV I E : 9 3 9 . 4 1 PVIS:112+50.00 PVIE:933.09 AD:1.35 K:44.48 60.00' VC BV C S : 1 1 2 + 2 0 . 0 0 BV C E : 9 3 2 . 5 6 EV C S : 1 1 2 + 8 0 . 0 0 EV C E : 9 3 3 . 2 1 PVIS:115+00.00 PVIE:934.10 AD:1.04 K:144.27 150.00' VC BV C S : 1 1 4 + 2 5 . 0 0 BV C E : 9 3 3 . 8 0 HP STA:114+83.62 HP ELEV:933.92 EV C S : 1 1 5 + 7 5 . 0 0 EV C E : 9 3 3 . 6 3 PVIS:116+80.00 PVIE:932.96 AD:3.99 K:40.12 160.00' VC BV C S : 1 1 6 + 0 0 . 0 0 BV C E : 9 3 3 . 4 7 EV C S : 1 1 7 + 6 0 . 0 0 EV C E : 9 3 5 . 6 5 LP STA:116+25.41 LP ELEV:933.39 PROTECT EXISTING CULVERT SE E S H E E T 30 SE E S H E E T 30 ENCHANTED L A N E SHADY IS L A N D R O A D DEL L W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED PO I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N 20' EDGE OF BITUMINOUS CONSTRUCTION LIMITS DELLWOOD LANEBITUMINOUS PAVEMENT BITUMINOUS DRIVEWAY CONCRETE DRIVEWAY SS ADJUST FRAME AND RING CASTING (SANITARY) NOTES: 1.CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 2.THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEIR EXACT LOCATION AND ELEVATIONS. 3.PROTECT ALL SAWED AND BITUMINOUS EDGES (INCIDENTAL). 4.DRIVEWAY REMOVALS WILL BE MARKED IN THE FIELD BY THE ENGINEER. 5.PAVE 5' BUMP OUT AT GRAVEL DRIVEWAYS AND PAVE 3' BUMP OUT AT MAILBOX LOCATIONS. 6.ALL RADII ARE MEASURED TO EDGE OF BITUMINOUS, UNLESS OTHERWISE NOTED. SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 V: 5 10 ENC H A N T E D D R I V E WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - S T R T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 4 : 4 0 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STREET CONSTRUCTION PLANS 33 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME ENCHANTED DR DELLWOOD LN 49 4 0 49 5 0 49 6 0 49 7 0 49 8 0 50 6 5 50 4 5 50 2 5 OH E OH E OH E OH E OH E OH E OH E O H E O H E OHE OHE OHE SS SS SS S FM FM FM FM S FM FM FM FM FM FM FM FM FM FM FM FM FM GAS GAS GAS GAS G A S GA S GAS GA S GA S GA S GA S GA S GA S GAS GAS GAS CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M C O M CO M COM COM COMCOM SS SS5001 5000 5002DI T C H 49 4 0 49 5 0 49 6 0 49 7 0 49 8 0 50 6 5 50 4 5 50 2 5 40 + 0 0 41 + 0 0 42 + 0 0 70+00 71+00 72+00 73+00 74+00 75 + 0 0 85+00 86+00 70+00 71+00 72+00 73+00 74+00 75 + 0 0 BEGIN STREET CONSTRUCTION STA: 70+32.31 BEGIN BITUMINOUS CURB STA: 74+93.45 930 935 940 945 950 955 960 965 970 975 930 935 940 945 950 955 960 965 970 975 70+00 95 5 . 6 70+50 95 6 . 3 95 6 . 0 8 71+00 95 7 . 1 95 7 . 0 7 71+50 95 6 . 6 95 6 . 5 6 72+00 95 3 . 9 95 3 . 8 4 72+50 95 0 . 0 95 0 . 0 1 73+00 94 6 . 6 94 6 . 5 6 73+50 94 4 . 3 94 4 . 3 0 74+00 94 3 . 4 94 3 . 2 5 74+50 94 3 . 0 94 3 . 0 2 75+00 94 3 . 2 94 2 . 9 4 75+50 94 5 . 4 94 5 . 4 5 EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION 5000 STA: 85+81.71 LOC: 23.15' RT INV: 937.70 (S) TYPE: 12" APRON 5001 TYPE: 48" Ø STA: 85+53.19 LOC: 8.04' LT R: 941.37 INV: 939.14 (S) INV: 939.14 (N) SUMP:937.14 5002 STA: 74+75.24 LOC: 21.19' RT INV: 941.13 (N) TYPE: 12" APRON 57' - 12" RCP CL V @ 3.47% 42' - 12" RCP CL V @ 3.45% 7.66 % 0.42% 2.08% PV I S : 7 0 + 1 8 . 5 8 PV I E : 9 5 5 . 4 2 PVIS:71+45.00 PVIE:958.05 AD:9.75 K:11.29 110.00' VC BV C S : 7 0 + 9 0 . 0 0 BV C E : 9 5 6 . 9 1 HP STA:71+13.50 HP ELEV:957.15 EV C S : 7 2 + 0 0 . 0 0 EV C E : 9 5 3 . 8 4 PVIS:73+35.00 PVIE:943.49 AD:7.25 K:20.70 150.00' VC BV C S : 7 2 + 6 0 . 0 0 BV C E : 9 4 9 . 2 4 EV C S : 7 4 + 1 0 . 0 0 EV C E : 9 4 3 . 1 8 PVIS:75+41.12 PVIE:942.64 AD:15.35 K:7.16 110.00' VC BVCS:74+86.12 BVCE:942.87 EVCS:75+96.12 EVCE:950.85 LP STA:74+89.10 LP ELEV:942.86 S E E S H E E T 3 6 SEE SH E E T 25 SEE SHEET 25 18' EDGE TO EDGE SEE SHE E T 35 ENCHANTE D L A N E SHADY IS L A N D R O A D DELL W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N CONSTRUCTION LIMITS 48" STMH SHADY ISLAND CIRCLEBITUMINOUS PAVEMENT BITUMINOUS DRIVEWAY CONCRETE DRIVEWAY SS ADJUST FRAME AND RING CASTING (SANITARY) NOTES: 1.CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 2.THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEIR EXACT LOCATION AND ELEVATIONS. 3.PROTECT ALL SAWED AND BITUMINOUS EDGES (INCIDENTAL). 4.DRIVEWAY REMOVALS WILL BE MARKED IN THE FIELD BY THE ENGINEER. 5.PAVE 5' BUMP OUT AT GRAVEL DRIVEWAYS AND PAVE 3' BUMP OUT AT MAILBOX LOCATIONS. 6.ALL RADII ARE MEASURED TO EDGE OF BITUMINOUS, UNLESS OTHERWISE NOTED. SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 V: 5 10 SHADY ISLAN D P O I N T SH A D Y I S L A N D R O A D R35' R35' WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - S T R T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 4 : 5 0 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STREET CONSTRUCTION PLANS 34 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME SHADY ISLAND RD SHADY ISLAND CIR SHADY ISLAND PT SHADY ISLAND CIR 512 0 514 0 520 0 522 0 524 0 522 5 518 5 516 5 OH E O H E O H E OHE OHE OH E OH E O H E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OHE OHE OH E OHE CO SS SS S S FM FM FM GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GAS CO M CO M CO M COM COM COM COM CO M COM CO M COM COM COMCOM COM COM COM COM COM COM COM COM COM SS SS 512 0 514 0 520 0 522 0 524 0 522 5 518 5 516 5 45+ 0 0 46+ 0 0 47 + 0 0 76+0 0 77+00 78+00 79+00 80+00 81+00 81+25 45+ 0 0 46+ 0 0 47 + 0 0 76+0 0 77+00 78+00 79+00 80+00 81+00 81+25 END STREET CONSTRUCTION STA: 81+04.90 R35 ' BEGIN BITUMINOUS CURB STA: 47+25.22 END BITUMINOUS CURB STA: 75+92.88 935 940 945 950 955 960 965 970 975 980 935 940 945 950 955 960 965 970 975 980 75+50 94 5 . 4 94 5 . 4 5 76+00 95 1 . 3 95 1 . 4 3 76+50 95 7 . 3 95 7 . 4 0 77+00 95 9 . 9 95 9 . 9 7 77+50 95 9 . 6 95 9 . 5 9 78+00 95 7 . 5 95 7 . 5 8 78+50 95 4 . 9 95 5 . 0 0 79+00 95 4 . 4 95 4 . 4 3 79+50 95 6 . 3 95 6 . 3 3 80+00 95 9 . 2 95 9 . 1 0 80+50 96 1 . 6 96 1 . 7 7 81+00 96 2 . 9 96 2 . 8 1 EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION 14.9 4 % 5.53% 1.46% 5.51% PVIS:76+63.20 PVIE:960.87 AD:16.40 K:7.32 120.00' VC BV C S : 7 6 + 0 3 . 2 0 BV C E : 9 5 1 . 9 1 HP STA:77+12.52 HP ELEV:960.07 EV C S : 7 7 + 2 3 . 2 0 EV C E : 9 6 0 . 0 0 PVIS:80+75.00 PVIE:963.25 AD:6.89 K:11.60 80.00' VC BVCS:80+35.00 BVCE:961.04 EVCS:81+15.00 EVCE:962.71 HP STA:80+99.20 HP ELEV:962.81 PVIS:77+67.96 PVIE:959.34 AD:4.05 K:12.34 50.00' VC BV C S : 7 7 + 4 2 . 9 4 BV C E : 9 5 9 . 7 1 EV C S : 7 7 + 9 2 . 9 4 EV C E : 9 5 7 . 9 7 PVIS:78+86.41 PVIE:952.82 AD:11.04 K:9.96 110.00' VC BV C S : 7 8 + 3 1 . 4 1 BV C E : 9 5 5 . 8 5 EV C S : 7 9 + 4 1 . 4 1 EV C E : 9 5 5 . 8 6 LP STA:78+86.30 LP ELEV:954.33 SEE S H E E T 26 SEE S H E E T 37 S E E S H E E T 3 4 SE E S H E E T 26 ENCHANTED L A N E SHADY IS L A N D R O A D DEL L W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED PO I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N 18' EDGE OF BITUMINOUS CONSTRUCTION LIMITS SHADY ISLAND CIRCLEBITUMINOUS PAVEMENT BITUMINOUS DRIVEWAY CONCRETE DRIVEWAY SS ADJUST FRAME AND RING CASTING (SANITARY) NOTES: 1.CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 2.THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEIR EXACT LOCATION AND ELEVATIONS. 3.PROTECT ALL SAWED AND BITUMINOUS EDGES (INCIDENTAL). 4.DRIVEWAY REMOVALS WILL BE MARKED IN THE FIELD BY THE ENGINEER. 5.PAVE 5' BUMP OUT AT GRAVEL DRIVEWAYS AND PAVE 3' BUMP OUT AT MAILBOX LOCATIONS. 6.ALL RADII ARE MEASURED TO EDGE OF BITUMINOUS, UNLESS OTHERWISE NOTED. SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 V: 5 10 SH A D Y I S L A N D T R A I L SH A D Y I S L A N D R O A D R25' R15' WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - S T R T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 5 : 0 0 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STREET CONSTRUCTION PLANS 35 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME SHADY ISLAND TR SHADY ISLAND CIR SHADY ISLAND RD SHADY ISLAND CIR 498 0 499 0 500 0 504 0 50 6 0 OH E OH E OH E OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS SS L SS SS L FM FM F M FM S S FM FM FM FM FMFM FM FM FMFMFM GA S G A S GA S GAS GAS GAS GAS GAS GAS GASGASGAS GAS GAS GAS GAS COM COM CO M CO M CO M CO M SS 5001 5000 5002D I T C H 498 0 499 0 500 0 504 0 50 6 0 74+ 0 0 75 + 0 0 76+ 0 0 85+00 86+00 87+00 88+00 89+00 89+5085+00 86+00 87+00 88+00 89+00 89+50 BEGIN STREET CONSTRUCTION STA: 85+29.96 END STREET CONSTRUCTION STA: 89+50.00 BEGIN BITUMINOUS CURB STA: 89+34.80 END BITUMINOUS CURB STA: 89+50.00 920 925 930 935 940 945 950 955 960 965 920 925 930 935 940 945 950 955 960 965 85+00 94 2 . 8 85+50 94 1 . 7 94 1 . 8 0 86+00 93 9 . 5 93 9 . 7 0 86+50 93 8 . 9 93 8 . 8 7 87+00 94 1 . 1 94 1 . 1 3 87+50 94 3 . 1 94 3 . 1 0 88+00 94 2 . 3 94 2 . 5 7 88+50 94 0 . 8 94 0 . 7 8 89+00 93 6 . 3 93 6 . 4 3 89+50 EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION 4.21% 2.35% 7.99% PV I S : 8 5 + 2 9 . 0 0 PV I E : 9 4 2 . 6 8 PV I S : 8 9 + 5 0 . 0 0 PV I E : 9 3 7 . 3 3 PVIS:87+40.00 PVIE:943.98 AD:9.44 K:9.53 90.00' VC BVCS:86+95.00 BVCE:940.79 EVCS:87+85.00 EVCE:942.92 HP STA:87+62.64 HP ELEV:943.19 PVIS:88+50.00 PVIE:941.40 AD:8.32 K:7.21 60.00' VC BV C S : 8 8 + 2 0 . 0 0 BV C E : 9 4 2 . 1 0 EV C S : 8 8 + 8 0 . 0 0 EV C E : 9 3 8 . 2 0 PVIS:86+50.00 PVIE:937.59 AD:11.30 K:7.96 90.00' VC BVCS:86+05.00 BVCE:939.49 EVCS:86+95.00 EVCE:940.79 LP STA:86+38.49 LP ELEV:938.78 PVIS:89+14.64 PVIE:934.50 AD:18.66 K:3.22 60.00' VC BVCS:88+84.64 BVCE:937.71 EVCS:89+44.64 EVCE:936.90 LP STA:89+18.94 LP ELEV:935.88 REPLACE CULVERT PER THE NOTES ON SHEET C4.16 SEE S H E E T 34 SEE S H E E T 34 12' EDGE OF BITUMINOUS ENCHANTE D L A N E SHADY I S L A N D R O A D DELL W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N CONSTRUCTION LIMITS SHADY ISLAND POINTBITUMINOUS PAVEMENT BITUMINOUS DRIVEWAY CONCRETE DRIVEWAY SS ADJUST FRAME AND RING CASTING (SANITARY) NOTES: 1.CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 2.THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEIR EXACT LOCATION AND ELEVATIONS. 3.PROTECT ALL SAWED AND BITUMINOUS EDGES (INCIDENTAL). 4.DRIVEWAY REMOVALS WILL BE MARKED IN THE FIELD BY THE ENGINEER. 5.PAVE 5' BUMP OUT AT GRAVEL DRIVEWAYS AND PAVE 3' BUMP OUT AT MAILBOX LOCATIONS. 6.ALL RADII ARE MEASURED TO EDGE OF BITUMINOUS, UNLESS OTHERWISE NOTED. SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 V: 5 10 SH A D Y I S L A N D C I R C L E WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - S T R T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 5 : 0 9 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STREET CONSTRUCTION PLANS 36 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME SHADY ISLAND PT SHADY ISLAND CIR 508 0 51 0 0 51 2 0 514 0 OH E O H E O H E OHE OHE OHE OHE OHE OHE OHE OH E OH E SS S GAS GAS GAS GAS GAS GAS GA S GA S GAS GAS GASGAS GAS GAS COM COM COM COM COM COM SS 508 0 51 0 0 51 2 0 514 0 76+ 0 0 77+0 0 78+ 0 0 90+00 91+00 92+00 93+0093+00 BEGIN STREET CONSTRUCTION STA: 90+21.74 END STREET CONSTRUCTION STA: 93+00.00 940 945 950 955 960 965 970 975 980 985 940 945 950 955 960 965 970 975 980 985 90+00 95 9 . 9 90+50 96 0 . 2 96 0 . 2 9 91+00 96 0 . 8 96 0 . 7 9 91+50 96 0 . 7 96 0 . 5 6 92+00 95 7 . 6 95 7 . 6 1 92+50 95 5 . 9 95 5 . 9 1 93+00 95 4 . 9 95 4 . 8 6 EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION EXISTING ℄ ELEVATION PROPOSED ℄ ELEVATION 1.72% 0.73% 7.21 % 0.66% 3.56% PV I S : 9 0 + 2 2 . 2 3 PV I E : 9 5 9 . 8 5 PVIS:90+60.00 PVIE:960.50 AD:0.99 K:60.48 60.00' VC BV C S : 9 0 + 3 0 . 0 0 BV C E : 9 5 9 . 9 8 EV C S : 9 0 + 9 0 . 0 0 EV C E : 9 6 0 . 7 2 PVIS:91+50.00 PVIE:961.16 AD:7.94 K:7.56 60.00' VC BV C S : 9 1 + 2 0 . 0 0 BV C E : 9 6 0 . 9 4 HP STA:91+25.53 HP ELEV:960.96 EV C S : 9 1 + 8 0 . 0 0 EV C E : 9 5 9 . 0 0 PVIS:92+75.00 PVIE:955.75 AD:2.90 K:13.80 40.00' VC BVCS:92+55.00 BVCE:955.88 EVCS:92+95.00 EVCE:955.04 HP STA:92+55.00 HP ELEV:955.88 PVIS:92+20.00 PVIE:956.11 AD:6.54 K:9.17 60.00' VC BV C S : 9 1 + 9 0 . 0 0 BV C E : 9 5 8 . 2 8 EV C S : 9 2 + 5 0 . 0 0 EV C E : 9 5 5 . 9 1 S E E S H E E T 3 5 SE E S H E E T 35 12' EDGE OF BITUMINOUS ENCHANTE D L A N E SHADY I S L A N D R O A D DELL W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N CONSTRUCTION LIMITS SHADY ISLAND TRAILBITUMINOUS PAVEMENT BITUMINOUS DRIVEWAY CONCRETE DRIVEWAY SS ADJUST FRAME AND RING CASTING (SANITARY) NOTES: 1.CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 2.THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEIR EXACT LOCATION AND ELEVATIONS. 3.PROTECT ALL SAWED AND BITUMINOUS EDGES (INCIDENTAL). 4.DRIVEWAY REMOVALS WILL BE MARKED IN THE FIELD BY THE ENGINEER. 5.PAVE 5' BUMP OUT AT GRAVEL DRIVEWAYS AND PAVE 3' BUMP OUT AT MAILBOX LOCATIONS. 6.ALL RADII ARE MEASURED TO EDGE OF BITUMINOUS, UNLESS OTHERWISE NOTED. SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 V: 5 10 SHA D Y I S L A N D C I R C L E WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - S T R T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 5 : 1 9 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STREET CONSTRUCTION PLANS 37 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME SHADY ISLAND TR SHADY ISLAND CIR 4365 HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL WET WET WET WE T WET WET WET WET WET WET WET WET 7+ 0 0 8+0 0 4365 OHE OHE OHE OHE OH E OHE OHE OHE OH E OH E OH E OH E VENT FM FM FM FM GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS COM CO M CO M COM CO M CO M CO M COM COM CO M COM CO M CO M CO M COM COM COM OH E 7+ 0 0 8+0 0 50+00 51+00 931.16 931.34 931.72 931.53 2.5 % 2. 5 % 2. 5 % 2.5% 2.5% 2.5% HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWLHWL HWL HWL HWL HWLHWL WET WET WET WET WET WET WE T WE T WE T WE T WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WE T WE T WE T WE T WE T WET WET WET WET WET WET 23+00 24+00O H E OH E OH E OH E OH E OHE OHE OHE OHE GAS GAS GAS GAS GAS GAS GAS G A S G A S G A S GA S COMCOM COM COM COM COM COM COM COM COM COM COM COMCOM CO M CO M CO M CO M CO M 23+00 24+00 1 1 0 + 0 0 1 1 1 + 0 0 11 1 + 2 5 931.07 931.17 931.61 931.57 2 . 5 % 2.5% 2.5% 2. 5 % 2. 5 % 2. 5 % DIT C H 4980 74 + 0 0 75+00 8 5 + 0 0 8 6 + 0 0 4980 OHEOHEOHE OHE OHE OHE OHE OH E OH E FM FM FM FM FM F M F M FM GA S GA S GAS GAS GAS GAS GAS GA S GA S GA S G A S COM COMCOM COM COM COM COM CO M ST R M ST R M ST R M 5001 5000 5002 8 5 + 0 0 8 6 + 0 0 74 + 0 0 75+00 943.84 942.73 940.93 940.93 2. 5 % 2. 5 % 2.5%2.5% 2. 5 % 2. 5 % 5140 76+00 77 + 0 0 78+0 0 5140 OH E OH E O H E OH E OH E OH E OH E OH E OHEOHE GAS GAS GAS GA S GA S GA S GAS GAS GAS GA S GAS GA S GA S COM COM COM CO M CO M CO M COM COM 76+00 77 + 0 0 78+0 0 90 + 0 0 91 + 0 0 959.65 959.79 958.85 960.28 2.5% 2.5 % 2.5% 2.5 % 2.5 % 2.5% SCALE IN FEET 0 H: 20 40 N ENCHANTED P O I N T E N C H A N T E D D R I V E ENCHANT E D L A N E EN C H A N T E D L A N E SHADY ISLAND CIRCLE S H A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - I N T S - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 6 : 1 9 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A INTERSECTION DETAILS 38 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 4510 WET WE T WE T WE T WE T WET 118+ 0 0 118+ 7 5 4510 OH E O H E OH E O H E OH E OH E OH E OH E OH E OH E GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS GAS GAS GAS CO M CO M CO M CO M CO M C O M C O M CO M CO M CO M CO M COM C O M CO M COM COM COM COM COM OHE OHE UGE UGE UGE UGE 118+ 0 0 118+ 7 5 10 4 + 0 0 10 5 + 0 0 10 6 + 0 0 937.81 938.41 940.47 939.25 2. 5 % 2. 5 % 2.5 % 2.5% 2.5% 2.5 % SI G N KE Y PA D 4380 4360 4425 4380 4360 4425 OHE OHE OHE OH E OH E OH E OH E OH E O H E OH E GAS GAS GAS GAS GAS GA S GA S GA S GA S GA S GA S GA S CO M CO M CO M CO M CO M CO M CO M COM COM COM COM 119+00 120+00 99 + 0 0 10 0 + 0 0 942.23 942.70 942.90 944.61 2.5% 2. 5 % 2. 5 % 2.5% 2.5% 2.5% 4940 5045 5025 40+00 41+00 70 + 0 0 71 + 0 0 4940 5045 5025 OHE OHE OHE OHE OHE OHE OHE OHE FM FM FM FM FM GAS GAS GAS GAS GAS GAS GAS GAS COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM 70 + 0 0 71 + 0 0 40+00 41+00 956.24 956.06956.17 952.37 2.5% 2.5% 2. 5 % 2. 5 % 2. 5 % 2. 5 % 5240 5225 5185 5165 45+00 46+00 8 1 + 0 0 8 1 + 2 5 5240 5225 5185 5165 OHE OHE OHE OH E OH E OH E OH E O H E OHE OHE OHE OHE OHE FM G A S GA S GA S GAS GAS GAS GA S GAS GAS GAS GAS GAS COM COM COM COM COM COM COM COM COM CO M CO M CO M CO M CO M 8 1 + 0 0 8 1 + 2 5 45+00 46+00960.97 962.10 2.5% 2 . 5 % 2.5% 2. 5 % SCALE IN FEET 0 H: 20 40 N EN C H A N T E D D R I V E DEL L W O O D L A N E EN C H A N T E D D R I V E ENCHANTED COVE SHADY ISLAND ROAD S H A D Y I S L A N D C I R C L E SH A D Y I S L A N D C I R C L E SHADY IS L A N D R O A D WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - I N T S - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 6 : 3 6 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A INTERSECTION DETAILS 39 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL WET WE T WE T WE T WE T WE T WE T WET 112 + 0 0 113 + 0 0 GA S GAS GAS GA S G A S GASGAS GAS CO M CO M CO M C O M COMCOM COM UG E UG E UG E UGEUGE U G E UG E UG E 112 + 0 0 113 + 0 0 932.78 933.05 933.05 932.70 932.05 2.5 % 2.5 % BB H O O P 4445 4465 4475 4485 4445 4465 4475 4485 O H E OHE E GAS GAS GAS GAS GAS G A S G A S COM COM CO M COM COM COM CO M 121+00 121+75 939.30 939.05 939.30 939.47 939.50 2. 5 % 2. 5 % 4320 4300 4325 4335 HWL HWL HWL HWL HWL HWL HWL HWLHWLHWL HWL HWL HWL HWL WET WET WET WET WE T WE T 4320 4300 4325 4335 OHE OHE OHE OHE GAS GA S GA S G A S GAS GAS GA S GA S GA S CO M CO M COM CO M C O M CO M C O M COM COM COM OH E OH E OH E OH E O H E O H E OH E O H E 95 + 0 0 96+ 0 0 934.55 933.96 933.64 934.46 933.25 2.5 % 2.5% SCALE IN FEET 0 H: 20 40 N DE L L W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - I N T S - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 6 : 5 0 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A INTERSECTION DETAILS 40 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME W W 4205 4245 4285 4325 HWL HWL HWLHWL HWL HWL HWL HWL HWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWLHWLHWLHWL HWL HWL HWLHWLHWLHWLHWL HWL HWLHWL HWL HWL HWLHWL HWL HWL HWL HWL HWL WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET 1+ 0 0 2+ 0 0 3+00 4+00 5+00 6+00 7+00 4205 4245 4285 4325 OH E O H E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE F M F M F M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM G A S GAS GAS GAS GAS CO M CO M COM COM COM COM COM COM COM COM COM COM COM COM COM 93 0 9 2 9 93 1 932 930 929 93 1 935 932 933 934 SF SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF 1+ 0 0 2+ 0 0 3+00 4+00 5+00 6+00 7+00 4 3 8 5 4 3 6 5 4 3 7 0 HWL HWL HWL HWL HWL HWLHWLHWLHWL HWL HWLHWLHWL HWL HWLHWL HWL HWLHWL HWLHWL HWL HWL HWL HWL HWL HWLHWL HWL HWLHWLHWL HWLHWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWL HWLHWLHWL HWLHWL HWL HWLHWLHWL HWLHWLHWLHWLHWLHWL HWL WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WE T WETWET WET WET WET WET WET WET WETWETWET WET WET WETWETWET WET WET WE T 7+00 8+00 9+00 10+00 11+00 12+00 13+00 4 3 8 5 4 3 6 5 4 3 7 0 O H E O H E O H E O H E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE VE N T FM FM FM S GAS GAS G A S GA S GAS GAS GAS GAS GAS GAS GAS COM CO M COM COM COM COMCOM COM COM COM COM COM COM COM COM COM COM COM COMCOM COM COM COM COM COM COM COM COM COM COM CO M C O M CO M C O M OHE 931 932 933 934 930 931 931 SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSF SFSFSF SFSF 7+00 8+00 9+00 10+00 11+00 12+00 13+00 5 0 + 0 0 5 1 + 0 0 5 2 + 0 0 SILT FENCE - REDUNDANT PERIMETER SEDIMENT CONTROL (MINIMUM 5' SEPARATION IF FEASIBLE) BIOROLL 3897 TYPE WOOD CHIP OR WOOD FIBER ROCK CONSTRUCTION ENTRANCE PERMANENT STABILIZATION: 6" TOPSOIL AND SOD TEMPORARY STABILIZATION: EROSION CONTROL BLANKET TYPE 3N INLET PROTECTION PERMANENT OR RAPID TEMPORARY STABILIZATION METHOD 4 MUST BE IN PLACE WITHIN 24 HOURS IF NEXT TO WETTED PERIMETER OR IN DRAINAGE AREAS WITHIN 200' OF DISCHARGE POINT SF SF SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 H: 30 60 N S E E B E L O W SE E S H E E T A B O V E S E E S H E E T 4 2 AREA OF ENVIRONMENTAL SENSITIVITY EROSION CONTROL NOTES: 1.SEDIMENT CONTROL MUST BE IN PLACE AND APPROVED BY THE ENGINEER BEFORE ANY PHASE OF CONSTRUCTION CAN BEGIN. 2.NO OPEN SOIL STOCKPILES SHALL BE ALLOWED ON THE PROJECT SITE. STOCKPILES MUST BE COVERED WITH POLY OR TEMPORARY STABILIZED WHEN NOT WORKING. 3.STOCKPILES SHALL NOT BE PLACED IN STORMWATER CONVEYANCE AREAS OR NEAR EDGES OF WATERS OF THE STATE. 4.INLET PROTECTION SHALL BE INSTALLED AT ALL CULVERTS WITHIN THE PROJECT AREA PER CITY STANDARD DETAILS. 5.PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 6.ALL STREETS IN AND ADJACENT TO THE PROJECT SHALL REMAIN CLEAN AND PASSABLE AT ALL TIMES. 7.ADDITIONAL EROSION AND SEDIMENT CONTROL MAY BE ADDED DURING ANY PHASE OF CONSTRUCTION AS DIRECTED BY THE ENGINEER. 8.CONTRACTOR IS RESPONSIBLE FOR ALL SEDIMENT AND EROSION CONTROL MAINTENANCE. ENC H A N T E D P O I N T SEE S H E E T 45 AREA OF ENVIRONMENTAL SENSITIVITY ENCHANTE D L A N E SHADY I S L A N D R O A D DELL W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N ENCHANTED LANE ENCHANTED LANE WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - E R O S - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 7 : 3 4 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A EROSION CONTROL PLAN 41 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME SILT FENCE - REDUNDANT PERIMETER SEDIMENT CONTROL (MINIMUM 5' SEPARATION IF FEASIBLE) BIOROLL 3897 TYPE WOOD CHIP OR WOOD FIBER ROCK CONSTRUCTION ENTRANCE PERMANENT STABILIZATION: 6" TOPSOIL AND SOD TEMPORARY STABILIZATION: EROSION CONTROL BLANKET TYPE 3N INLET PROTECTION PERMANENT OR RAPID TEMPORARY STABILIZATION METHOD 4 MUST BE IN PLACE WITHIN 24 HOURS IF NEXT TO WETTED PERIMETER OR IN DRAINAGE AREAS WITHIN 200' OF DISCHARGE POINT SF SF 4 4 7 5 4 5 0 5 HWL HWL HWL HWL HWLHWLHWL HWLHWLHWL HWL HWLHWL HWL HWLHWLHWL HWL HWL HWL HWL HWLHWLHWL HWL HWL HWLHWLHWL HWL HWL HWL HWL HWLHWLHWL HWL HWLHWL HWL HWL HWLHWL HWL HWLHWL HWL HWL HWL HWL HWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWLHWL HWLHWL HWL HWLHWLHWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WE T WET 13+00 14+00 15+00 16+00 17+00 18+00 4 4 7 5 4 5 0 5 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE S GAS GAS GA S GA S GA S GA S GA S GA S COM COMCOM COM COM COM COMCOM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM 9 3 1 93 1 93 1 93 1 93 1 9 3 2 93 293 2 SF SF SF SF SF SF SF SF SF SF SF SFSFSF SF SF SF SF SF SF SF SF SF 13+00 14+00 15+00 16+00 17+00 18+00 HWL HWL HWL HWL HWL HWL HWLHWLHWLHWLHWL HWL HWL HWL HWLHWLHWL HWL HWLHWLHWLHWLHWL HWL HWLHWLHWLHWLHWLHWL HWLHWLHWLHWLHWL HWL HWL HWLHWL HWL HWLHWL HWL HWLHWL HWL HWL HWL HWL HWLHWL HWL HWL HWL HWL HWLHWL HWL HWL HWL HWL HWLHW L HWLHWL HWL HWL HWL HW L HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWL HWL HWL HWL HWL HWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWL HWL HWLHWLHWLHWL HWL HWLHWL HWL HWLHWLHWLHWL HWLHWLHWL HWLHWL HWL HWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWL HWL HWLHWLHWL HWL HWLHWL HWLHWL HWL HWL HWLHWLHWL HWL HWL HWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WE T WET WET WET WET WET WET WET WET WET WET WET 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 OHE OHE OHE OHE OH E OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S COMCOM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COMCOMCOM COM COM COM COM COM COM COM COM COM COM COMCOMCOMCOM COM COM COM COM COM COM COM COM CO M CO M CO M CO M 930 930 931 931 9 3 0 930 930 929 931 9 3 1 9 3 1 931 931 931 932 SF SF SF SF SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 11 1 + 0 0 11 1 + 2 5 EROSION CONTROL NOTES: 1.SEDIMENT CONTROL MUST BE IN PLACE AND APPROVED BY THE ENGINEER BEFORE ANY PHASE OF CONSTRUCTION CAN BEGIN. 2.NO OPEN SOIL STOCKPILES SHALL BE ALLOWED ON THE PROJECT SITE. STOCKPILES MUST BE COVERED WITH POLY OR TEMPORARY STABILIZED WHEN NOT WORKING. 3.STOCKPILES SHALL NOT BE PLACED IN STORMWATER CONVEYANCE AREAS OR NEAR EDGES OF WATERS OF THE STATE. 4.INLET PROTECTION SHALL BE INSTALLED AT ALL CULVERTS WITHIN THE PROJECT AREA PER CITY STANDARD DETAILS. 5.PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 6.ALL STREETS IN AND ADJACENT TO THE PROJECT SHALL REMAIN CLEAN AND PASSABLE AT ALL TIMES. 7.ADDITIONAL EROSION AND SEDIMENT CONTROL MAY BE ADDED DURING ANY PHASE OF CONSTRUCTION AS DIRECTED BY THE ENGINEER. 8.CONTRACTOR IS RESPONSIBLE FOR ALL SEDIMENT AND EROSION CONTROL MAINTENANCE. AREA OF ENVIRONMENTAL SENSITIVITY AREA OF ENVIRONMENTAL SENSITIVITY AREA OF ENVIRONMENTAL SENSITIVITY AREA OF ENVIRONMENTAL SENSITIVITY AREA OF ENVIRONMENTAL SENSITIVITY INSTALL ENERGY DISSIPATION DEVICE WITHIN 24 HOURS OF CONSTRUCTION SE E B E L O W S E E S H E E T 4 1 SE E S H E E T 43 S E E A B O V E ENCHANTE D L A N E SHADY I S L A N D R O A D DELL W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N ENCHANTED LANE ENCHANTED LANE SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 H: 30 60 N EN C H A N T E D D R I V E WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - E R O S - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 7 : 4 7 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A EROSION CONTROL PLAN 42 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 4805 4825 4845 HWL HWL HWL HWL HWLHWL HWL HWLHWL HWL HWLHWL HWL HWL HWLHWLHWLHWLHWL HWL HWL HWL HWLHWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWL HWL HWL HWL HW L HWL HWL HWL HWL HWLHWLHWLHWLHWLHWLHWL WET WET WET WET WET WE T WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET 26+00 27+00 28+00 29+00 30+00 31+00 32+0 0 33+0 0 4805 4825 4845 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE O H E OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE FM FM FM FM FM FM GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM ST R M 932 9 3 2 932 9 3 3 930 931 931 SF SF SF SF SF SF SF SF SFSFSF SFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 26+00 27+00 28+00 29+00 30+00 31+00 32+0 0 33+0 0 4 9 9 5 49 5 5 49 2 5 HWL HWL HWL HWL HWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWL HWL HWLHWL HWL HWL HWLHWLHWLHWL HWL HWLHWLHWLHWL HWLHWLHWLHWL WE T WE T WE T WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET 33+00 34+00 35+00 36+00 37+00 38+ 0 0 3 9 + 0 0 4 9 9 5 49 5 5 49 2 5 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E O H E O H E O H E O H E FM FM FM FM FMFM FM FM FM FM FM FM FM FM FM S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S G A S G A S COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM CO M C O M C O M COM COM COM COM COM COM COM COM COM CO M C O M C O M C O M CO M CO M 930 931 931 930930 935 940 931 931 93 2 932 932 9 3 3 933 933 9 3 4 934 934 936 937 938 939 941 942 943 SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSF SFSF SF SFSFSFSF SF SF SF SF SF SF SF SF SF SF 33+00 34+00 35+00 36+00 37+00 38+ 0 0 3 9 + 0 0 SILT FENCE - REDUNDANT PERIMETER SEDIMENT CONTROL (MINIMUM 5' SEPARATION IF FEASIBLE) BIOROLL 3897 TYPE WOOD CHIP OR WOOD FIBER ROCK CONSTRUCTION ENTRANCE PERMANENT STABILIZATION: 6" TOPSOIL AND SOD TEMPORARY STABILIZATION: EROSION CONTROL BLANKET TYPE 3N INLET PROTECTION PERMANENT OR RAPID TEMPORARY STABILIZATION METHOD 4 MUST BE IN PLACE WITHIN 24 HOURS IF NEXT TO WETTED PERIMETER OR IN DRAINAGE AREAS WITHIN 200' OF DISCHARGE POINT SF SF S E E B E L O W SE E S H E E T 42 SE E A B O V E SEE S H E E T 44 EROSION CONTROL NOTES: 1.SEDIMENT CONTROL MUST BE IN PLACE AND APPROVED BY THE ENGINEER BEFORE ANY PHASE OF CONSTRUCTION CAN BEGIN. 2.NO OPEN SOIL STOCKPILES SHALL BE ALLOWED ON THE PROJECT SITE. STOCKPILES MUST BE COVERED WITH POLY OR TEMPORARY STABILIZED WHEN NOT WORKING. 3.STOCKPILES SHALL NOT BE PLACED IN STORMWATER CONVEYANCE AREAS OR NEAR EDGES OF WATERS OF THE STATE. 4.INLET PROTECTION SHALL BE INSTALLED AT ALL CULVERTS WITHIN THE PROJECT AREA PER CITY STANDARD DETAILS. 5.PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 6.ALL STREETS IN AND ADJACENT TO THE PROJECT SHALL REMAIN CLEAN AND PASSABLE AT ALL TIMES. 7.ADDITIONAL EROSION AND SEDIMENT CONTROL MAY BE ADDED DURING ANY PHASE OF CONSTRUCTION AS DIRECTED BY THE ENGINEER. 8.CONTRACTOR IS RESPONSIBLE FOR ALL SEDIMENT AND EROSION CONTROL MAINTENANCE. INSTALL ENERGY DISSIPATION DEVICE WITHIN 24 HOURS OF CONSTRUCTION INSTALL ENERGY DISSIPATION DEVICE WITHIN 24 HOURS OF CONSTRUCTION BRIDGE AREA OF ENVIRONMENTAL SENSITIVITY AREA OF ENVIRONMENTAL SENSITIVITY ENCHANTE D L A N E SHADY I S L A N D R O A D DELL W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N ENCHANTED LANE/SHADY ISLAND ROAD ENCHANTED LANE SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 H: 30 60 N WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - E R O S - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 7 : 5 9 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A EROSION CONTROL PLAN 43 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 4940 5165 5125 5065 5045 5025 4995 39+ 0 0 40+ 0 0 41+00 42+00 43+00 44+00 45+00 70 + 0 0 71 + 0 0 4940 5165 5125 5065 5045 5025 4995 OHE OHE OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE VLT S FM FM FM GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS COMCOM CO M CO M COM COM COM COM COM COM COM COM COM COM COM CO M CO M COM COM COM COM COM COM COM COM COM COM COM CO M CO M COM COM COM COM COM CO M CO M CO M 94 0 94 5 950 9 5 5 93 9 941 942 943 944 94 6 947 94 8 949 95 1 95 2 9 5 3 9 5 4 9 5 6 9 5 7 96 09 5 6 956 957 958 95 9 961 962 955954956 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 70 + 0 0 71 + 0 0 39+ 0 0 40+ 0 0 41+00 42+00 43+00 44+00 45+00 52 4 0 52 6 0 53 0 5 52 8 5 52 4 5 52 2 5 51 8 5 45+00 46+00 47+00 48+00 49+00 49+75 81 + 0 0 81 + 2 5 52 4 0 52 6 0 53 0 5 52 8 5 52 4 5 52 2 5 51 8 5 OHE OHE OHE OHE OHE OHE OHE OHE OHE FM FM FM FM FM FM FM FM FM FM FM GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS COM COM COM COM COM COM COM COM COM COM COM COM COM CO M CO M UGE UGE UGE UGE UGE 94 0 9 4 5 95 0 95 5 960 93 7 93 8 93 9 94 1 94 2 94 3 9 4 4 94 694 7 94 8 94 9 95 1 95 2 95 395 495695795 895 996 1962 962 96 3 963 960 961 96 2 SF SF SF 81 + 0 0 81 + 2 5 45+00 46+00 47+00 48+00 49+00 49+75 SILT FENCE - REDUNDANT PERIMETER SEDIMENT CONTROL (MINIMUM 5' SEPARATION IF FEASIBLE) BIOROLL 3897 TYPE WOOD CHIP OR WOOD FIBER ROCK CONSTRUCTION ENTRANCE PERMANENT STABILIZATION: 6" TOPSOIL AND SOD TEMPORARY STABILIZATION: EROSION CONTROL BLANKET TYPE 3N INLET PROTECTION PERMANENT OR RAPID TEMPORARY STABILIZATION METHOD 4 MUST BE IN PLACE WITHIN 24 HOURS IF NEXT TO WETTED PERIMETER OR IN DRAINAGE AREAS WITHIN 200' OF DISCHARGE POINT SF SF S E E B E L O W SE E S H E E T 43 SE E A B O V E SEE SH E E T 49 EROSION CONTROL NOTES: 1.SEDIMENT CONTROL MUST BE IN PLACE AND APPROVED BY THE ENGINEER BEFORE ANY PHASE OF CONSTRUCTION CAN BEGIN. 2.NO OPEN SOIL STOCKPILES SHALL BE ALLOWED ON THE PROJECT SITE. STOCKPILES MUST BE COVERED WITH POLY OR TEMPORARY STABILIZED WHEN NOT WORKING. 3.STOCKPILES SHALL NOT BE PLACED IN STORMWATER CONVEYANCE AREAS OR NEAR EDGES OF WATERS OF THE STATE. 4.INLET PROTECTION SHALL BE INSTALLED AT ALL CULVERTS WITHIN THE PROJECT AREA PER CITY STANDARD DETAILS. 5.PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 6.ALL STREETS IN AND ADJACENT TO THE PROJECT SHALL REMAIN CLEAN AND PASSABLE AT ALL TIMES. 7.ADDITIONAL EROSION AND SEDIMENT CONTROL MAY BE ADDED DURING ANY PHASE OF CONSTRUCTION AS DIRECTED BY THE ENGINEER. 8.CONTRACTOR IS RESPONSIBLE FOR ALL SEDIMENT AND EROSION CONTROL MAINTENANCE. SEE SHEET 48 ENCHANTE D L A N E SHADY I S L A N D R O A D DELL W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N SHADY ISLAND ROAD SHADY ISLAND ROAD SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 H: 30 60 N SH A D Y I S L A N D C I R C L E SH A D Y I S L A N D CIR C L E WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - E R O S - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 8 : 1 2 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A EROSION CONTROL PLAN 44 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME MAIL 438 5 440 5 436 5 448 5 437 0 439 0 441 0 HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL WET WET WET WET WET WET WET WET WET 7+00 8+00 438 5 440 5 436 5 448 5 437 0 439 0 441 0 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE VENT FM FM FM S S GAS GAS GAS GASGAS GAS COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM CO M COM COM COM COM COM CO M CO M OH E UGE UGE UGE UGE UGE UGE U G E 931 932 93 3 93 4 SF SF SF SF SF SF SF 7+00 8+00 50+ 0 0 51+00 52+00 53+00 54+00 55+ 0 0 56+00 45454410 4430 4475 WET WET WET WET 45454410 4430 4475 S S GA S GAS GAS GAS GAS GAS CO M CO M CO M COM COM UG E UG E UG E UG E UG E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE56 + 0 0 57+00 58+00 59+00 60+00 SILT FENCE - REDUNDANT PERIMETER SEDIMENT CONTROL (MINIMUM 5' SEPARATION IF FEASIBLE) BIOROLL 3897 TYPE WOOD CHIP OR WOOD FIBER ROCK CONSTRUCTION ENTRANCE PERMANENT STABILIZATION: 6" TOPSOIL AND SOD TEMPORARY STABILIZATION: EROSION CONTROL BLANKET TYPE 3N INLET PROTECTION PERMANENT OR RAPID TEMPORARY STABILIZATION METHOD 4 MUST BE IN PLACE WITHIN 24 HOURS IF NEXT TO WETTED PERIMETER OR IN DRAINAGE AREAS WITHIN 200' OF DISCHARGE POINT SF SF S E E S H E E T 4 1 S E E S H E E T 4 1 S E E B E L O W SEE AB O V E EROSION CONTROL NOTES: 1.SEDIMENT CONTROL MUST BE IN PLACE AND APPROVED BY THE ENGINEER BEFORE ANY PHASE OF CONSTRUCTION CAN BEGIN. 2.NO OPEN SOIL STOCKPILES SHALL BE ALLOWED ON THE PROJECT SITE. STOCKPILES MUST BE COVERED WITH POLY OR TEMPORARY STABILIZED WHEN NOT WORKING. 3.STOCKPILES SHALL NOT BE PLACED IN STORMWATER CONVEYANCE AREAS OR NEAR EDGES OF WATERS OF THE STATE. 4.INLET PROTECTION SHALL BE INSTALLED AT ALL CULVERTS WITHIN THE PROJECT AREA PER CITY STANDARD DETAILS. 5.PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 6.ALL STREETS IN AND ADJACENT TO THE PROJECT SHALL REMAIN CLEAN AND PASSABLE AT ALL TIMES. 7.ADDITIONAL EROSION AND SEDIMENT CONTROL MAY BE ADDED DURING ANY PHASE OF CONSTRUCTION AS DIRECTED BY THE ENGINEER. 8.CONTRACTOR IS RESPONSIBLE FOR ALL SEDIMENT AND EROSION CONTROL MAINTENANCE. ARE A O F E N V I R O N M E N T A L S E N S I T I V I T Y ENCHANTED L A N E SHADY IS L A N D R O A D DELL W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N ENCHANTED POINT ENCHANTED POINT SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 H: 30 60 N ENC H A N T E D L A N E WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - E R O S - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 8 : 2 5 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A EROSION CONTROL PLAN 45 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME SIGN KEY PA D 438 0 436 0 434 0 430 0 432 5 433 5 434 5 435 5 436 5 442 5 448 5 441 5 HWL HWL HWL HWL HWLHWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL WET WET WET 438 0 436 0 434 0 430 0 432 5 433 5 434 5 435 5 436 5 442 5 448 5 441 5 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHE OHE OHE OHE GAS GA S GAS GAS GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GAS COM COM COM COM CO M CO M COM COM COMCOM COM COM COM COM COM CO M COM C O M COM CO M CO M COM O H E O H E O H E OHEOHEOHE 9 3 5 94 0 94 5 934 93 6 937 93 8 939 9 4 1 94 2 94 3 94 4 9 4 6 9 4 0 94 1 94 2 943 119 + 0 0 120 + 0 0 95+00 96+00 97+00 98+00 99+ 0 0 100 + 0 0 101 + 0 0 453 0 451 0 440 0 441 5 443 5 445 5 WET WE T WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET 11 8 + 0 0 11 8 + 7 5 453 0 451 0 440 0 441 5 443 5 445 5 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE O H E OH E OH E O H E OH E OH E OHE GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM CO M CO M CO M CO M COM COM CO M COM CO M CO M OH E UG E UG E 940 93 7 93 8 939 941 941942 942 937 938 939 940 945 941 942 943 944 94 6 947 948 94 5 9 4 6 9 4 7 9 4 5 94 1 94 2 9 4 3 9 4 4 946 SF SF SF SF SF SF SF SF SF SF SF SF 11 8 + 0 0 11 8 + 7 5 10 1 + 0 0 10 2 + 0 0 103+00 104+00 105+00 106+00 107+00 SILT FENCE - REDUNDANT PERIMETER SEDIMENT CONTROL (MINIMUM 5' SEPARATION IF FEASIBLE) BIOROLL 3897 TYPE WOOD CHIP OR WOOD FIBER ROCK CONSTRUCTION ENTRANCE PERMANENT STABILIZATION: 6" TOPSOIL AND SOD TEMPORARY STABILIZATION: EROSION CONTROL BLANKET TYPE 3N INLET PROTECTION PERMANENT OR RAPID TEMPORARY STABILIZATION METHOD 4 MUST BE IN PLACE WITHIN 24 HOURS IF NEXT TO WETTED PERIMETER OR IN DRAINAGE AREAS WITHIN 200' OF DISCHARGE POINT SF SF EN C H A N T E D C O V E SE E S H E E T 47 SE E B E L O W S E E S H E E T 4 7 DELLWOOD LANE SEE SHEET 48 SE E A B O V E EROSION CONTROL NOTES: 1.SEDIMENT CONTROL MUST BE IN PLACE AND APPROVED BY THE ENGINEER BEFORE ANY PHASE OF CONSTRUCTION CAN BEGIN. 2.NO OPEN SOIL STOCKPILES SHALL BE ALLOWED ON THE PROJECT SITE. STOCKPILES MUST BE COVERED WITH POLY OR TEMPORARY STABILIZED WHEN NOT WORKING. 3.STOCKPILES SHALL NOT BE PLACED IN STORMWATER CONVEYANCE AREAS OR NEAR EDGES OF WATERS OF THE STATE. 4.INLET PROTECTION SHALL BE INSTALLED AT ALL CULVERTS WITHIN THE PROJECT AREA PER CITY STANDARD DETAILS. 5.PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 6.ALL STREETS IN AND ADJACENT TO THE PROJECT SHALL REMAIN CLEAN AND PASSABLE AT ALL TIMES. 7.ADDITIONAL EROSION AND SEDIMENT CONTROL MAY BE ADDED DURING ANY PHASE OF CONSTRUCTION AS DIRECTED BY THE ENGINEER. 8.CONTRACTOR IS RESPONSIBLE FOR ALL SEDIMENT AND EROSION CONTROL MAINTENANCE.INSTALL ENERGY DISSIPATION DEVICE WITHIN 24 HOURS OF CONSTRUCTION AREA OF ENVIRONMENTAL SENSITIVITY AREA OF ENVIRONMENTAL SENSITIVITY ENCHANTE D L A N E SHADY I S L A N D R O A D DEL L W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N ENCHANTED DRIVE ENCHANTED DRIVE SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 H: 30 60 N WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - E R O S - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 8 : 3 7 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A EROSION CONTROL PLAN 46 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME BIRD FEE D E R 455 0 HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWLHWLHWLHWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWLHWLHWL HWL HWL HWL HWL HWL HWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL WET WET WET WET WE T WET WETWET WET WET WET WET WET WET WE T WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WET WET WET WET 23+ 0 0 24+ 0 0 25+ 0 0 455 0 OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE OH E OHE OHE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS COM COM COM COM CO M COM COM COM COM COM CO M COM COM COM COMCOMCOM COM COM COM COM 930930 93 0 929 931 931931 931 93 1 93 1 9 3 2 935 932933 934 93 6 93 7 SF SF SF SF SF SF SFSFSFSF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF 23+ 0 0 24+ 0 0 25+ 0 0 108+00 109+00 110+00 111+ 0 0 111 + 2 5 SI G N KE Y PA D BB H O O P 4380 4360 4425 4445 4465 4475 4485 4380 4360 4425 4445 4465 4475 4485 OHE OHE OH E OH E OH E OH E OH E OH E E GAS GAS GAS GAS GAS GAS G A S G A S GA S GA S GA S GA S GA S GA S CO M CO M CO M CO M CO M COM COM COM COM C O M COM COM 945 942 943 944 94 0 94 1 94 2 94 3 119+00 120+00 121+00 121+75 99 + 0 0 10 0 + 0 0 SILT FENCE - REDUNDANT PERIMETER SEDIMENT CONTROL (MINIMUM 5' SEPARATION IF FEASIBLE) BIOROLL 3897 TYPE WOOD CHIP OR WOOD FIBER ROCK CONSTRUCTION ENTRANCE PERMANENT STABILIZATION: 6" TOPSOIL AND SOD TEMPORARY STABILIZATION: EROSION CONTROL BLANKET TYPE 3N INLET PROTECTION PERMANENT OR RAPID TEMPORARY STABILIZATION METHOD 4 MUST BE IN PLACE WITHIN 24 HOURS IF NEXT TO WETTED PERIMETER OR IN DRAINAGE AREAS WITHIN 200' OF DISCHARGE POINT SF SF SE E S H E E T 42 SE E S H E E T 42 S E E S H E E T 4 6 SEE SHEET 46 SEE SHEET 46 EROSION CONTROL NOTES: 1.SEDIMENT CONTROL MUST BE IN PLACE AND APPROVED BY THE ENGINEER BEFORE ANY PHASE OF CONSTRUCTION CAN BEGIN. 2.NO OPEN SOIL STOCKPILES SHALL BE ALLOWED ON THE PROJECT SITE. STOCKPILES MUST BE COVERED WITH POLY OR TEMPORARY STABILIZED WHEN NOT WORKING. 3.STOCKPILES SHALL NOT BE PLACED IN STORMWATER CONVEYANCE AREAS OR NEAR EDGES OF WATERS OF THE STATE. 4.INLET PROTECTION SHALL BE INSTALLED AT ALL CULVERTS WITHIN THE PROJECT AREA PER CITY STANDARD DETAILS. 5.PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 6.ALL STREETS IN AND ADJACENT TO THE PROJECT SHALL REMAIN CLEAN AND PASSABLE AT ALL TIMES. 7.ADDITIONAL EROSION AND SEDIMENT CONTROL MAY BE ADDED DURING ANY PHASE OF CONSTRUCTION AS DIRECTED BY THE ENGINEER. 8.CONTRACTOR IS RESPONSIBLE FOR ALL SEDIMENT AND EROSION CONTROL MAINTENANCE. INSTALL ENERGY DISSIPATION DEVICE WITHIN 24 HOURS OF CONSTRUCTION ENCHANTED L A N E SHADY IS L A N D R O A D DEL L W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N ENCHANTED COVE ENCHANTED DRIVE SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 H: 30 60 N ENC H A N T E D L A N E EN C H A N T E D D R I V E WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - E R O S - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 8 : 4 9 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A EROSION CONTROL PLAN 47 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 4510 4460 4440 4350 HWL HWL HWL HWL HWL HWL HWL HWL HWL WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WE T WET WET WET WE T WET 112+0 0 113+0 0 114+0 0 115+00 116+0 0 117 + 0 0 118 + 0 0 118 + 7 5 4510 4460 4440 4350 OHE OHE OHE OHE OHE OHE O H E E GAS GAS GAS GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS G A S GAS GAS COM COM CO M COM COM CO M CO M COM CO M CO M COM COM COM COM COM COM COM COM COM COM COM COM COM COM C O M COM COM OHE UGE UGE UG E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UG E UGE UGE UGE UGE UGE U G E UG E 935 934 936 937 938 93 9 940 945 941 942 943 944 946 94 5 94194294 3 94 4 946 935 934 934 936 937 932 933 SF SF SF SF SF SF SF S F SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSF 112+0 0 113+0 0 114+0 0 115+00 116+0 0 117 + 0 0 118 + 0 0 118 + 7 5 104 + 0 0 105 + 0 0 106 + 0 0 DI T C H 49 4 0 49 5 0 49 6 0 49 7 0 49 8 0 50 6 5 50 4 5 50 2 5 40 + 0 0 41 + 0 0 42 + 0 0 70+00 71+00 72+00 73+00 74+00 75 + 0 0 76 + 0 0 85+00 86+00 49 4 0 49 5 0 49 6 0 49 7 0 49 8 0 50 6 5 50 4 5 50 2 5 OH E OH E OH E OH E OH E OH E OH E OH E OH E O H E O H E OHE OHE OHE S FM FM FM FM S FM FM FM FM FM FM FM FM FM FM FM FM FM GAS GAS GAS GAS G A S GA S GAS GA S GAS GA S GA S GA S GA S GA S GA S GASGAS GAS GAS CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M C O M CO M COM COM COMCOM ST RM ST R M 5001 5000 5002 94 5 95 0 950 955 95 5 9 4 4 94 6 946 94 7 947 94 8 948 94 9 949 951 95 1 952 95 2 953 95 3 95 4 954 95 6956 957 9 5 7 945 950 944 946 947 948 949 951 9 4 0 938939 94 1 9 4 2 SF SF SF S F SF SF SF SF SFSFSFSFSFSFSFSF SF SF SF SF SF SF SF 85+00 86+00 70+00 71+00 72+00 73+00 74+00 75 + 0 0 76 + 0 0 40 + 0 0 41 + 0 0 42 + 0 0 SILT FENCE - REDUNDANT PERIMETER SEDIMENT CONTROL (MINIMUM 5' SEPARATION IF FEASIBLE) BIOROLL 3897 TYPE WOOD CHIP OR WOOD FIBER ROCK CONSTRUCTION ENTRANCE PERMANENT STABILIZATION: 6" TOPSOIL AND SOD TEMPORARY STABILIZATION: EROSION CONTROL BLANKET TYPE 3N INLET PROTECTION PERMANENT OR RAPID TEMPORARY STABILIZATION METHOD 4 MUST BE IN PLACE WITHIN 24 HOURS IF NEXT TO WETTED PERIMETER OR IN DRAINAGE AREAS WITHIN 200' OF DISCHARGE POINT SF SF SE E S H E E T 46 SE E S H E E T 46 S E E S H E E T 4 9 SEE S H E E T 44 SEE SHEET 44 EROSION CONTROL NOTES: 1.SEDIMENT CONTROL MUST BE IN PLACE AND APPROVED BY THE ENGINEER BEFORE ANY PHASE OF CONSTRUCTION CAN BEGIN. 2.NO OPEN SOIL STOCKPILES SHALL BE ALLOWED ON THE PROJECT SITE. STOCKPILES MUST BE COVERED WITH POLY OR TEMPORARY STABILIZED WHEN NOT WORKING. 3.STOCKPILES SHALL NOT BE PLACED IN STORMWATER CONVEYANCE AREAS OR NEAR EDGES OF WATERS OF THE STATE. 4.INLET PROTECTION SHALL BE INSTALLED AT ALL CULVERTS WITHIN THE PROJECT AREA PER CITY STANDARD DETAILS. 5.PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 6.ALL STREETS IN AND ADJACENT TO THE PROJECT SHALL REMAIN CLEAN AND PASSABLE AT ALL TIMES. 7.ADDITIONAL EROSION AND SEDIMENT CONTROL MAY BE ADDED DURING ANY PHASE OF CONSTRUCTION AS DIRECTED BY THE ENGINEER. 8.CONTRACTOR IS RESPONSIBLE FOR ALL SEDIMENT AND EROSION CONTROL MAINTENANCE.INSTALL ENERGY DISSIPATION DEVICE WITHIN 24 HOURS OF CONSTRUCTION AREA OF ENVIRONMENTAL SENSITIVITY INSTALL ENERGY DISSIPATION DEVICE WITHIN 24 HOURS OF CONSTRUCTION ENCHANTED L A N E SHADY I S L A N D R O A D DEL L W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP NSHADY ISLAND CIRCLE DELLWOOD LANE SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 H: 30 60 N EN C H A N T E D D R I V E SH A D Y I S L A N D R O A D SHADY ISLA N D P O I N T WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - E R O S - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 9 : 0 2 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A EROSION CONTROL PLAN 48 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS THC AF 512 0 514 0 5200 522 0 524 0 5245 522 5 518 5 516 5 45+ 0 0 46 + 0 0 47+ 0 0 76+0 0 77+00 78+00 79+00 80+00 81+00 81+25 512 0 514 0 5200 522 0 524 0 5245 522 5 518 5 516 5 OH E OH E OH E OHE OHE OH E O H E OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OHE OH E OH E OH E S S FM FM FM GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GAS GAS GAS GAS GAS GAS GA S GA S GAS GAS GA S GA S GA S COM COM COM COM CO M CO M CO M CO M COM COM COM COM COMCOM COM COM COM COM COM COM COM COM COM945 95 0 95 5 94 4 946 94 7 94 8 94 9 95 1 95 2 95 3 95 4 95 6 95 7 958 960960 96 0 9 5 7 95 8 95 9 955 955 960 956 95 6 957 9 5 7 958 958 959 961 962 963 9 6 3 96 0 9 5 7 9 5 8 9 5 9 9 6 1 962 SF SF SFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 76+0 0 77+00 78+00 79+00 80+00 81+00 81+25 45+ 0 0 46 + 0 0 47+ 0 0 90 + 0 0 91 + 0 0 92+00 DI T C H 498 0 49 9 0 50 0 0 504 0 506 0 74+ 0 0 75 + 0 0 76+ 0 0 85+00 86+00 87+00 88+00 89+00 89+50 498 0 49 9 0 50 0 0 504 0 506 0 OH E OHE OH E OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE FM F M F M F M S S FM FM FM FM FMFM FM FM FMFMFM GA S GA S GA S GAS GAS GAS GAS GAS GAS GASGASGAS GAS GAS GAS GAS COM COM CO M C O M CO M CO M ST RM S T R M 5001 5000 5002 945 950 955 944 946 947 948 949 951 952 953 954 94 0 9 4 0 9 4 0 936 936 93 7 9 3 7 9 3 8 938 93 9 9 3 9 939 9 4 1 941 94 1 94 2 942942 SF SF SF SF SF S F SF SF 85+00 86+00 87+00 88+00 89+00 89+50 74+ 0 0 75 + 0 0 76+ 0 0 SILT FENCE - REDUNDANT PERIMETER SEDIMENT CONTROL (MINIMUM 5' SEPARATION IF FEASIBLE) BIOROLL 3897 TYPE WOOD CHIP OR WOOD FIBER ROCK CONSTRUCTION ENTRANCE PERMANENT STABILIZATION: 6" TOPSOIL AND SOD TEMPORARY STABILIZATION: EROSION CONTROL BLANKET TYPE 3N INLET PROTECTION PERMANENT OR RAPID TEMPORARY STABILIZATION METHOD 4 MUST BE IN PLACE WITHIN 24 HOURS IF NEXT TO WETTED PERIMETER OR IN DRAINAGE AREAS WITHIN 200' OF DISCHARGE POINT SF SF SE E S H E E T 44 SEE S H E E T 50 S E E B E L O W SE E S H E E T 44 S E E A B O V E SEE S H E E T 48 EROSION CONTROL NOTES: 1.SEDIMENT CONTROL MUST BE IN PLACE AND APPROVED BY THE ENGINEER BEFORE ANY PHASE OF CONSTRUCTION CAN BEGIN. 2.NO OPEN SOIL STOCKPILES SHALL BE ALLOWED ON THE PROJECT SITE. STOCKPILES MUST BE COVERED WITH POLY OR TEMPORARY STABILIZED WHEN NOT WORKING. 3.STOCKPILES SHALL NOT BE PLACED IN STORMWATER CONVEYANCE AREAS OR NEAR EDGES OF WATERS OF THE STATE. 4.INLET PROTECTION SHALL BE INSTALLED AT ALL CULVERTS WITHIN THE PROJECT AREA PER CITY STANDARD DETAILS. 5.PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 6.ALL STREETS IN AND ADJACENT TO THE PROJECT SHALL REMAIN CLEAN AND PASSABLE AT ALL TIMES. 7.ADDITIONAL EROSION AND SEDIMENT CONTROL MAY BE ADDED DURING ANY PHASE OF CONSTRUCTION AS DIRECTED BY THE ENGINEER. 8.CONTRACTOR IS RESPONSIBLE FOR ALL SEDIMENT AND EROSION CONTROL MAINTENANCE. INSTALL ENERGY DISSIPATION DEVICE WITHIN 24 HOURS OF CONSTRUCTION ENCHANTED L A N E SHADY IS L A N D R O A D DEL L W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED PO I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP N SHADY ISLAND POINT SHADY ISLAND CIRCLE SCALE IN FEET 0 H: 30 60 N SCALE IN FEET 0 H: 30 60 N SH A D Y I S L A N D T R A I L SH A D Y I S L A N D R O A D SH A D Y I S L A N D C I R C L E WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - E R O S - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 9 : 1 6 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A EROSION CONTROL PLAN 49 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 508 0 510 0 512 0 514 0 76+ 0 0 77+0 0 78+ 0 0 508 0 510 0 512 0 514 0 O H E O H E OH E OHE OHE OHE OHE OHE OHE OHE OH E OH E S GAS GAS GAS GAS GAS GAS GA S GA S GAS GAS GASGAS GAS GAS COM COM COM COM COM COM 950 955 949 951 952 953 954 956 957 958 955960 960 9 6 0 956 9 5 7 9 5 8 9 5 9 956 957 95 8 SF SF SF SF SF SF SF 76+ 0 0 77+0 0 78+ 0 0 90+00 91+00 92+00 93+0093+00 SILT FENCE - REDUNDANT PERIMETER SEDIMENT CONTROL (MINIMUM 5' SEPARATION IF FEASIBLE) BIOROLL 3897 TYPE WOOD CHIP OR WOOD FIBER ROCK CONSTRUCTION ENTRANCE PERMANENT STABILIZATION: 6" TOPSOIL AND SOD TEMPORARY STABILIZATION: EROSION CONTROL BLANKET TYPE 3N INLET PROTECTION PERMANENT OR RAPID TEMPORARY STABILIZATION METHOD 4 MUST BE IN PLACE WITHIN 24 HOURS IF NEXT TO WETTED PERIMETER OR IN DRAINAGE AREAS WITHIN 200' OF DISCHARGE POINT SF SF S E E S H E E T 4 9 SE E S H E E T 49 EROSION CONTROL NOTES: 1.SEDIMENT CONTROL MUST BE IN PLACE AND APPROVED BY THE ENGINEER BEFORE ANY PHASE OF CONSTRUCTION CAN BEGIN. 2.NO OPEN SOIL STOCKPILES SHALL BE ALLOWED ON THE PROJECT SITE. STOCKPILES MUST BE COVERED WITH POLY OR TEMPORARY STABILIZED WHEN NOT WORKING. 3.STOCKPILES SHALL NOT BE PLACED IN STORMWATER CONVEYANCE AREAS OR NEAR EDGES OF WATERS OF THE STATE. 4.INLET PROTECTION SHALL BE INSTALLED AT ALL CULVERTS WITHIN THE PROJECT AREA PER CITY STANDARD DETAILS. 5.PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 6.ALL STREETS IN AND ADJACENT TO THE PROJECT SHALL REMAIN CLEAN AND PASSABLE AT ALL TIMES. 7.ADDITIONAL EROSION AND SEDIMENT CONTROL MAY BE ADDED DURING ANY PHASE OF CONSTRUCTION AS DIRECTED BY THE ENGINEER. 8.CONTRACTOR IS RESPONSIBLE FOR ALL SEDIMENT AND EROSION CONTROL MAINTENANCE. ENCHANTE D L A N E SHADY I S L A N D R O A D DELL W O O D L A N E ENCHANTED COVE EN C H A N T E D D R I V E ENCHANTED P O I N T SH A D Y I S L A N D P O I N T SH A D Y I S L A N D T R A I L SH A D Y I S L A N D C I R C L E LOCATION MAP NSHADY ISLAND TRAIL SCALE IN FEET 0 H: 30 60 N SHA D Y I S L A N D C I R C L E WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - E R O S - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 9 : 2 4 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A EROSION CONTROL PLAN 50 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - E R O S - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 9 : 2 7 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STORM WATER POLLUTION PREVENTION PLAN 51 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS THC EME WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - E R O S - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 9 : 2 9 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STORM WATER POLLUTION PREVENTION PLAN 52 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS THC EME WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - E R O S - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 4 9 : 3 1 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A STORM WATER POLLUTION PREVENTION PLAN 53 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS THC EME 1+50.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 1+76.80 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 2+00.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 2+25.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 2+50.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 2+85.50 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 3+25.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 3+50.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 3+75.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 4+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 4+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 4+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 93 0 . 8 93 1 . 0 93 0 . 9 9 93 1 . 1 93 1 . 1 2 93 1 . 3 93 1 . 2 7 93 1 . 3 93 1 . 3 7 93 1 . 3 93 1 . 3 7 93 1 . 2 93 1 . 1 7 93 0 . 9 93 0 . 9 8 93 1 . 0 93 0 . 8 6 93 1 . 0 93 0 . 8 7 93 1 . 0 93 1 . 0 1 93 1 . 3 93 1 . 2 9 0. 0 0 93 0 . 9 9 15 . 9 9 R T 93 1 . 2 0 0. 0 0 93 0 . 9 9 12 . 6 6 L T 93 0 . 3 7 0. 0 0 93 1 . 1 2 12 . 1 9 R T 93 1 . 2 8 0. 0 0 93 1 . 1 2 12 . 5 6 L T 93 0 . 5 4 0. 0 0 93 1 . 2 7 12 . 1 7 R T 93 1 . 4 3 0. 0 0 93 1 . 2 7 12 . 2 5 L T 93 0 . 8 4 0. 0 0 93 1 . 3 7 12 . 3 1 R T 93 1 . 4 6 0. 0 0 93 1 . 3 7 12 . 0 6 L T 93 1 . 0 4 0. 0 0 93 1 . 3 7 16 . 0 0 R T 93 1 . 6 9 0. 0 0 93 1 . 3 7 12 . 1 6 L T 93 0 . 9 9 0. 0 0 93 1 . 1 7 12 . 2 0 R T 93 1 . 5 2 0. 0 0 93 1 . 1 7 14 . 5 4 L T 92 9 . 6 0 0. 0 0 93 0 . 9 8 12 . 1 7 R T 93 1 . 3 1 0. 0 0 93 0 . 9 8 12 . 6 7 L T 93 0 . 3 5 0. 0 0 93 0 . 8 6 12 . 0 3 R T 93 1 . 0 9 0. 0 0 93 0 . 8 6 12 . 3 5 L T 93 0 . 3 8 0. 0 0 93 0 . 8 7 12 . 0 0 R T 93 1 . 1 2 0. 0 0 93 0 . 8 7 12 . 1 1 L T 93 0 . 6 2 0. 0 0 93 1 . 0 1 16 . 0 0 R T 93 1 . 3 1 0. 0 0 93 1 . 0 1 12 . 0 3 L T 93 0 . 7 3 0. 0 0 93 1 . 2 9 16 . 0 0 R T 93 1 . 5 2 0. 0 0 93 1 . 2 9 12 . 1 0 L T 93 0 . 9 4 WE T WE T WE T WE T WE T WE T WE T WE T WE T 4205 ENCHANTED LANE 2.50% 4245 ENCHANTED LANE 4285 ENCHANTED LANE 2.50%2.50%2.50% 2.50%2.50% 2.50%2.50%2.50%2.50% 2.50%2.50% 2.50%2.50%2.50%2.50% 2.50%2.50% 2.50%2.50%2.50%2.50% 4285 ENCHANTED LANE R/ W R/ W R/ W R/W R/ W R/W R/ W R/W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/ W R/ W R/ W R/ W R/W R/W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 0 : 4 6 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A ENCHANTED LANE CROSS SECTIONS 54 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 4+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 5+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 5+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 5+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 5+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 6+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 6+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 6+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 6+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 7+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 7+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 7+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 93 1 . 7 93 1 . 6 3 93 1 . 9 93 1 . 9 0 93 2 . 1 93 2 . 0 7 93 2 . 2 93 2 . 1 3 93 2 . 2 93 2 . 0 9 93 2 . 0 93 1 . 9 4 93 1 . 7 93 1 . 6 9 93 1 . 3 93 1 . 4 1 93 1 . 1 93 1 . 1 4 93 1 . 0 93 0 . 9 5 93 1 . 0 93 0 . 8 7 93 1 . 0 93 0 . 8 9 0. 0 0 93 1 . 6 3 16 . 0 0 R T 93 1 . 7 8 0. 0 0 93 1 . 6 3 12 . 1 2 L T 93 1 . 2 7 0. 0 0 93 1 . 9 0 16 . 0 0 R T 93 2 . 2 8 0. 0 0 93 1 . 9 0 12 . 0 7 L T 93 1 . 5 7 0. 0 0 93 2 . 0 7 12 . 1 0 R T 93 2 . 3 7 0. 0 0 93 2 . 0 7 12 . 0 8 L T 93 1 . 8 1 0. 0 0 93 2 . 1 3 12 . 0 3 R T 93 2 . 4 0 0. 0 0 93 2 . 1 3 12 . 1 4 L T 93 1 . 9 0 0. 0 0 93 2 . 0 9 12 . 1 7 R T 93 2 . 2 6 0. 0 0 93 2 . 0 9 12 . 1 4 L T 93 1 . 7 2 0. 0 0 93 1 . 9 4 12 . 4 0 R T 93 2 . 0 0 0. 0 0 93 1 . 9 4 12 . 2 1 L T 93 1 . 5 4 0. 0 0 93 1 . 6 9 12 . 4 5 R T 93 1 . 7 2 0. 0 0 93 1 . 6 9 12 . 3 5 L T 93 1 . 2 2 0. 0 0 93 1 . 4 1 12 . 4 8 R T 93 1 . 4 2 0. 0 0 93 1 . 4 1 12 . 4 3 L T 93 0 . 8 9 0. 0 0 93 1 . 1 4 12 . 0 9 R T 93 1 . 3 4 0. 0 0 93 1 . 1 4 12 . 3 7 L T 93 0 . 6 5 0. 0 0 93 0 . 9 5 12 . 3 6 R T 93 1 . 3 8 0. 0 0 93 0 . 9 5 12 . 2 9 L T 93 0 . 5 0 0. 0 0 93 0 . 8 7 13 . 6 1 R T 93 1 . 3 3 0. 0 0 93 0 . 8 7 12 . 0 0 L T 93 0 . 5 7 0. 0 0 93 0 . 8 9 30 . 8 8 R T 93 1 . 4 9 0. 0 0 93 0 . 8 9 12 . 4 3 L T 93 0 . 8 0 WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T 4325 ENCHANTED LANE 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50%2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50% 2.50%2.68% 2.50%2.50% 2.50%2.50% 4325 ENCHANTED LANE R/W R/ W R/ W R/ W R/W R/W R/ W R/ W R/ W R/W R/ W R/ W R/W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/ W R/ W R/ W R/ W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 0 : 5 6 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A ENCHANTED LANE CROSS SECTIONS 55 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 7+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 8+00.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 8+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 8+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 8+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 9+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 9+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 9+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 9+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 10+00.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 10+25.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 10+50.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 93 1 . 0 93 1 . 0 1 93 1 . 1 93 1 . 2 4 93 1 . 4 93 1 . 5 6 93 1 . 7 93 1 . 8 1 93 2 . 0 93 1 . 9 6 93 2 . 0 93 2 . 0 1 93 1 . 8 93 1 . 9 6 93 1 . 5 93 1 . 8 0 93 1 . 2 93 1 . 5 6 93 1 . 0 93 1 . 3 1 93 1 . 0 93 1 . 1 3 93 1 . 1 93 1 . 0 5 0. 0 0 93 1 . 0 1 40 . 0 0 R T 93 1 . 6 9 0. 0 0 93 1 . 0 1 12 . 7 3 L T 93 0 . 3 5 0. 0 0 93 1 . 2 4 12 . 4 7 R T 93 1 . 2 9 0. 0 0 93 1 . 2 4 12 . 7 7 L T 93 0 . 5 6 0. 0 0 93 1 . 5 6 12 . 3 3 R T 93 1 . 4 3 0. 0 0 93 1 . 5 6 12 . 5 6 L T 93 0 . 9 8 0. 0 0 93 1 . 8 1 12 . 4 4 R T 93 1 . 7 3 0. 0 0 93 1 . 8 1 12 . 1 1 L T 93 1 . 4 8 0. 0 0 93 1 . 9 6 12 . 4 3 R T 93 1 . 8 7 0. 0 0 93 1 . 9 6 12 . 1 8 L T 93 1 . 7 5 0. 0 0 93 2 . 0 1 12 . 1 1 R T 93 1 . 7 6 0. 0 0 93 2 . 0 1 12 . 1 0 L T 93 1 . 7 6 0. 0 0 93 1 . 9 6 12 . 4 1 R T 93 1 . 4 5 0. 0 0 93 1 . 9 6 12 . 2 5 L T 93 1 . 5 3 0. 0 0 93 1 . 8 0 12 . 4 9 R T 93 1 . 2 6 0. 0 0 93 1 . 8 0 12 . 7 2 L T 93 1 . 1 4 0. 0 0 93 1 . 5 6 12 . 3 1 R T 93 1 . 1 0 0. 0 0 93 1 . 5 6 13 . 0 2 L T 93 0 . 7 5 0. 0 0 93 1 . 3 1 12 . 1 8 R T 93 1 . 1 0 0. 0 0 93 1 . 3 1 12 . 8 6 L T 93 0 . 5 8 0. 0 0 93 1 . 1 3 12 . 5 1 R T 93 1 . 0 9 0. 0 0 93 1 . 1 3 12 . 9 3 L T 93 0 . 3 7 0.0 0 93 1 . 0 5 12 . 2 3 R T 93 0 . 8 6 0.0 0 93 1 . 0 5 13 . 1 6 L T 93 0 . 1 6 WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T 2.50%2.50% 2.50%2.50% 2.50%2.62% 2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% R/ W R/ W R/ W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/ W R/ W R/ W R/ W R/ W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 1 : 0 6 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A ENCHANTED LANE CROSS SECTIONS 56 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 10+75.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 11+00.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 11+25.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 11+50.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 11+75.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 12+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 12+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 12+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 12+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 13+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 13+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 13+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 93 1 . 0 93 1 . 0 5 93 1 . 0 93 1 . 1 3 93 1 . 2 93 1 . 2 2 93 1 . 4 93 1 . 3 2 93 1 . 5 93 1 . 4 1 93 1 . 5 93 1 . 5 0 93 1 . 7 93 1 . 6 0 93 1 . 8 93 1 . 6 9 93 1 . 9 93 1 . 7 8 93 2 . 0 93 1 . 8 5 93 1 . 9 93 1 . 9 1 93 1 . 7 93 1 . 9 5 0.0 0 93 1 . 0 5 12 . 0 0 R T 93 1 . 3 0 0.0 0 93 1 . 0 5 13 . 3 1 L T 93 0 . 0 9 0. 0 0 93 1 . 1 3 12 . 2 3 R T 93 1 . 2 6 0. 0 0 93 1 . 1 3 13 . 4 4 L T 93 0 . 1 1 0. 0 0 93 1 . 2 2 12 . 0 0 R T 93 1 . 4 7 0. 0 0 93 1 . 2 2 13 . 7 9 L T 93 0 . 0 3 0.0 0 93 1 . 3 2 12 . 1 9 R T 93 1 . 6 6 0.0 0 93 1 . 3 2 13 . 0 1 L T 93 0 . 5 1 0. 0 0 93 1 . 4 1 12 . 1 6 R T 93 1 . 7 4 0. 0 0 93 1 . 4 1 12 . 8 4 L T 93 0 . 6 9 0. 0 0 93 1 . 5 0 12 . 0 0 R T 93 1 . 7 5 0. 0 0 93 1 . 5 0 12 . 7 2 L T 93 0 . 9 0 0.0 0 93 1 . 6 0 12 . 0 6 R T 93 1 . 8 2 0.0 0 93 1 . 6 0 12 . 4 1 L T 93 1 . 0 9 0. 0 0 93 1 . 6 9 12 . 0 8 R T 93 1 . 9 0 0. 0 0 93 1 . 6 9 12 . 3 0 L T 93 1 . 2 4 0. 0 0 93 1 . 7 8 12 . 1 3 R T 93 1 . 9 6 0. 0 0 93 1 . 7 8 12 . 0 4 L T 93 1 . 4 6 0. 0 0 93 1 . 8 5 12 . 9 9 R T 93 2 . 0 4 0. 0 0 93 1 . 8 5 12 . 1 4 L T 93 1 . 6 2 0. 0 0 93 1 . 9 1 12 . 6 3 R T 93 1 . 9 2 0. 0 0 93 1 . 9 1 12 . 3 4 L T 93 1 . 4 4 0. 0 0 93 1 . 9 5 12 . 2 1 R T 93 1 . 7 6 0. 0 0 93 1 . 9 5 12 . 7 3 L T 93 1 . 2 9 WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/ W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 1 : 1 5 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A ENCHANTED LANE CROSS SECTIONS 57 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 13+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 14+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 14+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 14+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 14+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 15+04.63 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 15+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 15+50.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 15+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 16+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 16+19.66 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 16+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 93 1 . 6 93 1 . 9 8 93 1 . 6 93 2 . 0 0 93 1 . 6 93 2 . 0 0 93 1 . 6 93 1 . 9 9 93 1 . 6 93 1 . 9 7 93 1 . 8 93 1 . 9 2 93 1 . 8 93 1 . 8 8 93 1 . 8 93 1 . 8 1 93 1 . 7 93 1 . 7 4 93 1 . 6 93 1 . 6 6 93 1 . 6 93 1 . 6 1 93 1 . 4 93 1 . 5 2 0. 0 0 93 1 . 9 8 12 . 2 9 R T 93 1 . 5 4 0. 0 0 93 1 . 9 8 13 . 0 0 L T 93 1 . 1 8 0. 0 0 93 2 . 0 0 12 . 5 8 R T 93 1 . 4 1 0. 0 0 93 2 . 0 0 12 . 8 3 L T 93 1 . 2 9 0. 0 0 93 2 . 0 0 12 . 8 0 R T 93 1 . 3 0 0. 0 0 93 2 . 0 0 12 . 7 1 L T 93 1 . 3 5 0. 0 0 93 1 . 9 9 12 . 7 0 R T 93 1 . 3 4 0. 0 0 93 1 . 9 9 13 . 0 4 L T 93 1 . 1 7 0. 0 0 93 1 . 9 7 12 . 6 5 R T 93 1 . 3 4 0. 0 0 93 1 . 9 7 13 . 0 3 L T 93 1 . 1 5 0. 0 0 93 1 . 9 2 16 . 0 0 R T 93 1 . 7 5 0. 0 0 93 1 . 9 2 12 . 6 0 L T 93 1 . 3 2 0.0 0 93 1 . 8 8 12 . 3 2 R T 93 1 . 7 4 0.0 0 93 1 . 8 8 12 . 7 5 L T 93 1 . 2 0 0. 0 0 93 1 . 8 1 12 . 1 6 R T 93 1 . 5 9 0. 0 0 93 1 . 8 1 12 . 6 8 L T 93 1 . 1 7 0.0 0 93 1 . 7 4 12 . 3 1 R T 93 1 . 5 9 0.0 0 93 1 . 7 4 12 . 7 1 L T 93 1 . 0 8 0. 0 0 93 1 . 6 6 12 . 1 6 R T 93 1 . 4 4 0. 0 0 93 1 . 6 6 12 . 5 9 L T 93 1 . 0 7 0.0 0 93 1 . 6 1 16 . 0 0 R T 93 1 . 4 7 0.0 0 93 1 . 6 1 12 . 6 0 L T 93 1 . 0 1 0. 0 0 93 1 . 5 2 12 . 9 7 R T 93 1 . 2 8 0. 0 0 93 1 . 5 2 12 . 5 9 L T 93 0 . 9 2 WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T 4475 ENCHANTED LANE 4505 ENCHANTED LANE 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50%2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% R/ W R/ W R/ W R/W R/ W R/ W R/W R/ W R/ W R/ W R/W R/W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 1 : 2 5 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A ENCHANTED LANE CROSS SECTIONS 58 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 16+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 17+00.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 17+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 17+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 17+75.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 18+00.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 18+25.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 18+50.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 18+75.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 19+00.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 19+25.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 19+50.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 93 1 . 4 93 1 . 4 4 93 1 . 3 93 1 . 3 7 93 1 . 4 93 1 . 3 0 93 1 . 5 93 1 . 2 2 93 1 . 4 93 1 . 1 6 93 1 . 3 93 1 . 1 1 93 1 . 3 93 1 . 0 7 93 1 . 2 93 1 . 0 5 93 1 . 2 93 1 . 0 5 93 1 . 2 93 1 . 0 5 93 1 . 1 93 1 . 0 8 93 1 . 1 93 1 . 1 1 0. 0 0 93 1 . 4 4 12 . 6 1 R T 93 1 . 3 9 0. 0 0 93 1 . 4 4 12 . 5 0 L T 93 0 . 9 0 0. 0 0 93 1 . 3 7 12 . 3 5 R T 93 1 . 4 5 0. 0 0 93 1 . 3 7 12 . 3 0 L T 93 0 . 9 2 0. 0 0 93 1 . 3 0 12 . 0 6 R T 93 1 . 5 2 0. 0 0 93 1 . 3 0 12 . 0 4 L T 93 0 . 9 8 0. 0 0 93 1 . 2 2 12 . 1 8 R T 93 1 . 5 7 0. 0 0 93 1 . 2 2 12 . 1 4 L T 93 1 . 0 0 0. 0 0 93 1 . 1 6 12 . 2 3 R T 93 1 . 5 2 0. 0 0 93 1 . 1 6 12 . 0 9 L T 93 0 . 9 1 0. 0 0 93 1 . 1 1 12 . 0 9 R T 93 1 . 4 0 0. 0 0 93 1 . 1 1 12 . 1 5 L T 93 0 . 7 3 0. 0 0 93 1 . 0 7 12 . 1 4 R T 93 1 . 2 5 0. 0 0 93 1 . 0 7 12 . 2 0 L T 93 0 . 6 8 0.0 0 93 1 . 0 5 12 . 5 5 R T 93 1 . 0 3 0.0 0 93 1 . 0 5 12 . 0 9 L T 93 0 . 8 0 0.0 0 93 1 . 0 5 12 . 2 0 R T 93 0 . 8 4 0.0 0 93 1 . 0 5 12 . 1 7 L T 93 0 . 8 3 0.0 0 93 1 . 0 5 12 . 0 2 R T 93 0 . 7 4 0.0 0 93 1 . 0 5 12 . 1 9 L T 93 0 . 8 5 0. 0 0 93 1 . 0 8 12 . 2 9 R T 93 0 . 6 3 0. 0 0 93 1 . 0 8 12 . 2 1 L T 93 0 . 8 8 0. 0 0 93 1 . 1 1 12 . 4 3 R T 93 0 . 6 0 0. 0 0 93 1 . 1 1 12 . 2 9 L T 93 0 . 9 6 WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50%2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/W R/ W R/ W R/ W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 1 : 3 5 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A ENCHANTED LANE CROSS SECTIONS 59 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 19+75.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 20+00.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 20+25.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 20+50.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 20+75.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 21+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 21+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 21+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 21+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 22+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 22+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 22+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 93 1 . 1 93 1 . 1 7 93 1 . 3 93 1 . 2 3 93 1 . 3 93 1 . 3 1 93 1 . 4 93 1 . 4 1 93 1 . 5 93 1 . 5 1 93 1 . 5 93 1 . 6 1 93 1 . 6 93 1 . 7 2 93 1 . 7 93 1 . 8 2 93 1 . 8 93 1 . 9 2 93 1 . 8 93 2 . 0 2 93 2 . 0 93 2 . 1 2 93 2 . 2 93 2 . 1 6 0. 0 0 93 1 . 1 7 12 . 3 4 R T 93 0 . 7 0 0. 0 0 93 1 . 1 7 12 . 2 0 L T 93 0 . 9 6 0. 0 0 93 1 . 2 3 12 . 3 4 R T 93 0 . 7 6 0. 0 0 93 1 . 2 3 12 . 0 7 L T 93 0 . 9 0 0.0 0 93 1 . 3 1 12 . 0 8 R T 93 0 . 9 7 0.0 0 93 1 . 3 1 12 . 0 3 L T 93 1 . 0 0 0. 0 0 93 1 . 4 1 12 . 0 2 R T 93 1 . 1 0 0. 0 0 93 1 . 4 1 12 . 1 1 L T 93 1 . 0 5 0. 0 0 93 1 . 5 1 12 . 0 6 R T 93 1 . 2 4 0. 0 0 93 1 . 5 1 12 . 2 3 L T 93 1 . 1 0 0.0 0 93 1 . 6 1 12 . 1 3 R T 93 1 . 3 8 0.0 0 93 1 . 6 1 12 . 5 8 L T 93 1 . 0 2 0. 0 0 93 1 . 7 2 12 . 1 6 R T 93 1 . 5 0 0. 0 0 93 1 . 7 2 12 . 7 5 L T 93 1 . 0 4 0. 0 0 93 1 . 8 2 12 . 2 0 R T 93 1 . 6 2 0. 0 0 93 1 . 8 2 12 . 6 5 L T 93 1 . 1 9 0. 0 0 93 1 . 9 2 12 . 2 7 R T 93 1 . 7 5 0. 0 0 93 1 . 9 2 12 . 4 7 L T 93 1 . 3 9 0.0 0 93 2 . 0 2 12 . 2 7 R T 93 1 . 8 6 0.0 0 93 2 . 0 2 12 . 1 9 L T 93 1 . 6 3 0. 0 0 93 2 . 1 2 12 . 4 7 R T 93 2 . 0 5 0. 0 0 93 2 . 1 2 12 . 1 8 L T 93 1 . 7 3 0.0 0 93 2 . 1 6 12 . 4 4 R T 93 2 . 1 9 0.0 0 93 2 . 1 6 12 . 0 9 L T 93 1 . 8 2 WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 1 : 4 5 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A ENCHANTED LANE CROSS SECTIONS 60 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 22+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 23+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 23+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 23+50.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 24+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 24+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 24+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 24+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 25+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 25+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 25+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 25+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 93 2 . 2 93 2 . 1 6 93 2 . 2 93 2 . 1 2 93 2 . 0 93 2 . 0 2 93 1 . 8 93 1 . 8 7 93 1 . 5 93 1 . 5 0 93 1 . 3 93 1 . 3 5 93 1 . 2 93 1 . 2 5 93 1 . 1 93 1 . 1 9 93 1 . 2 93 1 . 1 7 93 1 . 2 93 1 . 2 0 93 1 . 3 93 1 . 2 8 93 1 . 5 93 1 . 4 0 0.0 0 93 2 . 1 6 12 . 4 5 R T 93 2 . 1 9 0.0 0 93 2 . 1 6 12 . 0 7 L T 93 1 . 8 3 0. 0 0 93 2 . 1 2 12 . 6 1 R T 93 2 . 0 6 0. 0 0 93 2 . 1 2 12 . 2 1 L T 93 1 . 7 1 0.0 0 93 2 . 0 2 12 . 5 6 R T 93 1 . 9 9 0.0 0 93 2 . 0 2 12 . 2 8 L T 93 1 . 5 8 0.0 0 93 1 . 8 7 12 . 2 5 R T 93 1 . 7 0 0.0 0 93 1 . 8 7 12 . 2 4 L T 93 1 . 4 5 0. 0 0 93 1 . 5 0 12 . 2 1 R T 93 1 . 3 1 0. 0 0 93 1 . 5 0 40 . 0 0 L T 93 1 . 5 7 0. 0 0 93 1 . 3 5 12 . 1 5 R T 93 1 . 1 2 0. 0 0 93 1 . 3 5 12 . 1 8 L T 93 0 . 9 6 0. 0 0 93 1 . 2 5 12 . 2 2 R T 93 1 . 0 6 0. 0 0 93 1 . 2 5 12 . 3 0 L T 93 0 . 8 0 0.0 0 93 1 . 1 9 12 . 3 1 R T 93 1 . 0 4 0.0 0 93 1 . 1 9 12 . 2 0 L T 93 0 . 7 8 0. 0 0 93 1 . 1 7 12 . 1 7 R T 93 0 . 9 6 0. 0 0 93 1 . 1 7 12 . 0 8 L T 93 0 . 8 3 0. 0 0 93 1 . 2 0 12 . 4 1 R T 93 0 . 7 0 0. 0 0 93 1 . 2 0 12 . 1 7 L T 93 0 . 8 2 0. 0 0 93 1 . 2 8 12 . 2 8 R T 93 0 . 8 4 0. 0 0 93 1 . 2 8 12 . 0 2 L T 93 0 . 9 7 0. 0 0 93 1 . 4 0 12 . 2 3 R T 93 0 . 9 9 0. 0 0 93 1 . 4 0 12 . 0 4 L T 93 1 . 1 2 WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50%2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% R/ W R/W R/ W R/W R/ W R/ W R/ W R/W R/ W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 1 : 5 5 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A ENCHANTED LANE CROSS SECTIONS 61 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 26+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 26+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 26+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 26+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 27+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 27+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 27+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 27+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 28+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 28+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 28+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 28+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 93 1 . 6 93 1 . 5 7 93 1 . 6 93 1 . 7 9 93 1 . 9 93 2 . 0 4 93 2 . 3 93 2 . 3 5 93 2 . 7 93 2 . 6 9 93 3 . 1 93 2 . 9 5 93 3 . 0 93 3 . 0 3 93 2 . 9 93 2 . 9 2 93 2 . 6 93 2 . 6 3 93 2 . 2 93 2 . 2 5 93 1 . 9 93 1 . 9 2 93 1 . 7 93 1 . 7 2 0. 0 0 93 1 . 5 7 12 . 4 5 R T 93 1 . 0 5 0. 0 0 93 1 . 5 7 12 . 1 7 L T 93 1 . 1 9 0. 0 0 93 1 . 7 9 12 . 7 3 R T 93 1 . 1 2 0. 0 0 93 1 . 7 9 12 . 3 7 L T 93 1 . 3 0 0. 0 0 93 2 . 0 4 12 . 3 6 R T 93 1 . 5 6 0. 0 0 93 2 . 0 4 12 . 6 0 L T 93 1 . 4 4 0. 0 0 93 2 . 3 5 12 . 0 3 R T 93 2 . 0 6 0. 0 0 93 2 . 3 5 12 . 7 7 L T 93 1 . 6 6 0. 0 0 93 2 . 6 9 12 . 4 3 R T 93 2 . 7 3 0. 0 0 93 2 . 6 9 13 . 0 9 L T 93 1 . 8 5 0. 0 0 93 2 . 9 5 12 . 0 1 R T 93 3 . 2 0 0. 0 0 93 2 . 9 5 13 . 2 2 L T 93 2 . 0 5 0. 0 0 93 3 . 0 3 16 . 0 0 R T 93 3 . 2 3 0. 0 0 93 3 . 0 3 13 . 0 7 L T 93 2 . 1 9 0. 0 0 93 2 . 9 2 16 . 0 0 R T 93 2 . 9 8 0. 0 0 93 2 . 9 2 12 . 8 6 L T 93 2 . 1 9 0. 0 0 93 2 . 6 3 16 . 0 0 R T 93 2 . 6 5 0. 0 0 93 2 . 6 3 12 . 7 0 L T 93 1 . 9 8 0. 0 0 93 2 . 2 5 12 . 2 7 R T 93 2 . 0 8 0. 0 0 93 2 . 2 5 12 . 2 2 L T 93 1 . 8 4 0. 0 0 93 1 . 9 2 12 . 0 8 R T 93 1 . 6 6 0. 0 0 93 1 . 9 2 12 . 1 4 L T 93 1 . 5 5 0. 0 0 93 1 . 7 2 12 . 1 1 R T 93 1 . 4 8 0. 0 0 93 1 . 7 2 12 . 4 6 L T 93 1 . 1 9 WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T 4825 ENCHANTED LANE 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 4805 ENCHANTED LANE 4805 ENCHANTED LANE R/ W R/ W R/ W R/ W R/ W R/ W R/ W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 2 : 0 5 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A ENCHANTED LANE CROSS SECTIONS 62 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 29+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 29+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 29+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 29+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 30+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 30+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 30+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 30+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 31+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 31+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 31+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 31+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 93 1 . 7 93 1 . 6 6 93 1 . 7 93 1 . 7 2 93 1 . 9 93 1 . 8 7 93 2 . 1 93 2 . 0 1 93 2 . 2 93 2 . 1 3 93 2 . 3 93 2 . 1 6 93 2 . 2 93 2 . 1 1 93 2 . 0 93 1 . 9 8 93 1 . 8 93 1 . 7 8 93 1 . 6 93 1 . 5 8 93 1 . 5 93 1 . 4 0 93 1 . 4 93 1 . 2 6 0. 0 0 93 1 . 6 6 12 . 1 3 R T 93 1 . 4 2 0. 0 0 93 1 . 6 6 12 . 5 6 L T 93 1 . 0 8 0. 0 0 93 1 . 7 2 12 . 0 8 R T 93 1 . 3 9 0. 0 0 93 1 . 7 2 13 . 0 7 L T 93 0 . 8 9 0.0 0 93 1 . 8 7 12 . 0 8 R T 93 1 . 6 1 0.0 0 93 1 . 8 7 12 . 8 6 L T 93 1 . 1 4 0.0 0 93 2 . 0 1 12 . 3 3 R T 93 1 . 8 8 0.0 0 93 2 . 0 1 12 . 6 0 L T 93 1 . 4 1 0. 0 0 93 2 . 1 3 12 . 7 2 R T 93 2 . 1 9 0. 0 0 93 2 . 1 3 12 . 5 0 L T 93 1 . 5 8 0.0 0 93 2 . 1 6 12 . 0 6 R T 93 2 . 3 8 0.0 0 93 2 . 1 6 12 . 4 0 L T 93 1 . 6 6 0. 0 0 93 2 . 1 1 12 . 0 0 R T 93 2 . 3 6 0. 0 0 93 2 . 1 1 12 . 5 4 L T 93 1 . 5 4 0. 0 0 93 1 . 9 8 12 . 5 1 R T 93 1 . 9 7 0. 0 0 93 1 . 9 8 13 . 1 4 L T 93 1 . 1 1 0. 0 0 93 1 . 7 8 12 . 5 7 R T 93 1 . 7 4 0. 0 0 93 1 . 7 8 12 . 4 7 L T 93 1 . 2 4 0. 0 0 93 1 . 5 8 12 . 3 6 R T 93 1 . 6 5 0. 0 0 93 1 . 5 8 13 . 6 2 L T 93 0 . 4 7 0. 0 0 93 1 . 4 0 12 . 0 5 R T 93 1 . 6 8 0. 0 0 93 1 . 4 0 13 . 1 4 L T 93 0 . 5 3 0. 0 0 93 1 . 2 6 12 . 1 2 R T 93 1 . 4 5 0. 0 0 93 1 . 2 6 13 . 2 0 L T 93 0 . 3 6 WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50%2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50%2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% R/ W R/ W R/W R/W R/ W R/ W R/ W R/W R/ W R/ W R/ W R/W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 2 : 1 5 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A ENCHANTED LANE CROSS SECTIONS 63 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 32+00.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 32+25.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 32+50.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 32+75.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 33+00.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 33+25.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 33+50.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 33+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 34+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 34+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 34+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 34+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 93 1 . 3 93 1 . 1 6 93 1 . 2 93 1 . 1 0 93 1 . 2 93 1 . 0 8 93 1 . 2 93 1 . 1 0 93 1 . 3 93 1 . 1 7 93 1 . 4 93 1 . 2 7 93 1 . 5 93 1 . 4 0 93 1 . 6 93 1 . 5 4 93 1 . 9 93 1 . 8 8 93 2 . 7 93 2 . 6 4 93 3 . 8 93 3 . 7 4 93 4 . 7 0. 0 0 93 1 . 1 6 12 . 3 4 R T 93 1 . 2 4 0. 0 0 93 1 . 1 6 12 . 8 0 L T 93 0 . 4 6 0. 0 0 93 1 . 1 0 12 . 9 0 R T 93 0 . 9 0 0. 0 0 93 1 . 1 0 12 . 4 7 L T 93 0 . 5 6 0. 0 0 93 1 . 0 8 12 . 1 4 R T 93 0 . 8 5 0. 0 0 93 1 . 0 8 12 . 2 8 L T 93 0 . 6 4 0. 0 0 93 1 . 1 0 12 . 1 0 R T 93 0 . 7 5 0. 0 0 93 1 . 1 0 12 . 6 5 L T 93 0 . 4 8 0. 0 0 93 1 . 1 7 12 . 5 0 R T 93 0 . 6 2 0. 0 0 93 1 . 1 7 13 . 2 7 L T 93 0 . 2 3 0. 0 0 93 1 . 2 7 13 . 0 3 R T 93 0 . 4 6 0. 0 0 93 1 . 2 7 14 . 1 7 L T 92 9 . 8 8 0. 0 0 93 1 . 4 0 12 . 1 4 R T 93 1 . 0 3 0. 0 0 93 1 . 4 0 13 . 3 6 L T 93 0 . 4 3 0. 0 0 93 1 . 5 4 12 . 3 7 R T 93 1 . 4 3 0. 0 0 93 1 . 5 4 12 . 9 7 L T 93 0 . 7 5 0.0 0 93 1 . 8 8 11 . 6 9 R T 93 1 . 8 6 0.0 0 93 1 . 8 8 11 . 6 7 L T 93 1 . 8 6 0. 0 0 93 2 . 6 4 11 . 8 0 R T 93 2 . 6 8 0. 0 0 93 2 . 6 4 11 . 6 7 L T 93 2 . 6 1 0. 0 0 93 3 . 7 4 11 . 6 8 R T 93 3 . 7 2 0. 0 0 93 3 . 7 4 12 . 1 5 L T 93 3 . 4 7 WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50%2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% R/ W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 2 : 2 4 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A ENCHANTED LANE CROSS SECTIONS 64 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 35+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 35+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 35+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 35+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 36+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 36+25.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 36+50.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 36+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 37+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 37+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 37+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 37+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 93 4 . 8 93 4 . 7 93 4 . 6 5 93 4 . 1 93 4 . 0 6 93 3 . 5 93 3 . 4 7 93 2 . 9 93 2 . 9 3 93 2 . 6 93 2 . 5 7 93 2 . 4 93 2 . 4 0 93 2 . 6 93 2 . 4 1 93 2 . 8 93 2 . 6 2 93 3 . 0 93 3 . 0 1 93 3 . 5 93 3 . 6 0 93 4 . 1 93 4 . 3 7 0.0 0 93 4 . 6 5 12 . 3 6 R T 93 4 . 2 8 0.0 0 93 4 . 6 5 12 . 2 9 L T 93 4 . 3 1 0. 0 0 93 4 . 0 6 11 . 9 1 R T 93 3 . 9 1 0. 0 0 93 4 . 0 6 11 . 6 7 L T 93 4 . 0 3 0. 0 0 93 3 . 4 7 12 . 0 1 R T 93 3 . 1 8 0. 0 0 93 3 . 4 7 11 . 6 7 L T 93 3 . 4 5 0. 0 0 93 2 . 9 3 12 . 0 9 R T 93 2 . 5 9 0. 0 0 93 2 . 9 3 11 . 6 7 L T 93 2 . 9 1 0.0 0 93 2 . 5 7 12 . 0 3 R T 93 2 . 2 6 0.0 0 93 2 . 5 7 11 . 0 0 L T 93 2 . 3 0 0. 0 0 93 2 . 4 0 12 . 2 2 R T 93 2 . 5 4 0. 0 0 93 2 . 4 0 12 . 0 0 L T 93 2 . 1 0 0. 0 0 93 2 . 4 1 12 . 1 4 R T 93 2 . 7 4 0. 0 0 93 2 . 4 1 12 . 0 0 L T 93 2 . 1 1 0. 0 0 93 2 . 6 2 12 . 3 0 R T 93 3 . 0 2 0. 0 0 93 2 . 6 2 12 . 0 0 L T 93 2 . 3 2 0.0 0 93 3 . 0 1 16 . 0 0 R T 93 3 . 1 2 0.0 0 93 3 . 0 1 12 . 1 6 L T 93 2 . 6 3 0. 0 0 93 3 . 6 0 16 . 0 0 R T 93 3 . 4 4 0. 0 0 93 3 . 6 0 12 . 8 8 L T 93 2 . 8 6 0.0 0 93 4 . 3 7 12 . 2 0 R T 93 4 . 0 8 0.0 0 93 4 . 3 7 12 . 8 2 L T 93 3 . 7 7 WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T 4925 SHADY ISLAND ROAD 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 4925 SHADY ISLAND ROAD R/ W R/ W R/ W R/W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/ W R/ W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 2 : 3 4 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A SHADY ISLAND ROAD CROSS SECTIONS 65 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 38+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 38+25.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 38+50.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 38+75.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 39+00.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 39+25.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 39+50.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 39+75.00 940 945 950 955 960 940 945 950 955 960 0 10 20 30 400-10-20-30-40 40+00.00 940 945 950 955 960 940 945 950 955 960 0 10 20 30 400-10-20-30-40 40+40.96 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 40+75.00 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 40+95.36 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 93 5 . 2 93 5 . 3 3 93 6 . 5 93 6 . 4 8 93 7 . 8 93 7 . 7 9 93 9 . 1 93 9 . 1 3 94 0 . 4 94 0 . 4 7 94 1 . 7 94 1 . 8 3 94 3 . 3 94 3 . 4 9 94 5 . 3 94 5 . 4 9 94 7 . 7 94 7 . 8 5 95 2 . 2 95 2 . 2 0 95 4 . 7 95 4 . 7 4 95 5 . 5 95 5 . 5 6 0. 0 0 93 5 . 3 3 12 . 1 1 R T 93 5 . 0 8 0. 0 0 93 5 . 3 3 12 . 5 1 L T 93 4 . 8 8 0.0 0 93 6 . 4 8 16 . 0 0 R T 93 6 . 6 6 0.0 0 93 6 . 4 8 11 . 7 0 L T 93 6 . 4 4 0. 0 0 93 7 . 7 9 13 . 1 3 R T 93 8 . 0 6 0. 0 0 93 7 . 7 9 13 . 6 8 L T 93 8 . 7 7 0. 0 0 93 9 . 1 3 13 . 6 7 R T 93 9 . 6 6 0. 0 0 93 9 . 1 3 16 . 0 0 L T 93 9 . 2 5 0. 0 0 94 0 . 4 7 14 . 8 1 R T 94 1 . 5 7 0. 0 0 94 0 . 4 7 12 . 0 0 L T 94 0 . 1 7 0. 0 0 94 1 . 8 3 13 . 3 2 R T 94 2 . 1 9 0. 0 0 94 1 . 8 3 13 . 3 1 L T 94 2 . 1 9 0. 0 0 94 3 . 4 9 12 . 2 2 R T 94 3 . 3 0 0. 0 0 94 3 . 4 9 13 . 0 6 L T 94 3 . 7 2 0.0 0 94 5 . 4 9 12 . 3 1 R T 94 5 . 3 5 0.0 0 94 5 . 4 9 13 . 6 2 L T 94 6 . 0 0 0. 0 0 94 7 . 8 5 11 . 8 4 R T 94 7 . 9 1 0. 0 0 94 7 . 8 5 14 . 5 1 L T 94 8 . 8 1 0. 0 0 95 2 . 2 0 15 . 9 9 R T 95 2 . 4 9 0. 0 0 95 2 . 2 0 12 . 0 9 L T 95 2 . 3 8 0. 0 0 95 4 . 7 4 12 . 7 8 R T 95 4 . 8 3 0. 0 0 95 4 . 7 4 31 . 1 0 L T 95 5 . 9 1 0. 0 0 95 5 . 5 6 16 . 0 0 R T 95 5 . 6 3 0. 0 0 95 5 . 5 6 40 . 0 0 L T 95 6 . 2 5 4955 SHADY ISLAND ROAD 4940 SHADY ISLAND ROAD 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.10% 2.50% 2.50% 5045 SHADY ISLAND ROAD 5025 SHADY ISLAND ROAD R/ W R/ W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/ W R/ W R/ W R/W R/W R/ W R/ W R/W R/ W R/W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 2 : 4 3 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A SHADY ISLAND ROAD CROSS SECTIONS 66 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 41+29.19 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 41+50.00 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 41+75.00 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 42+00.00 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 42+25.00 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 42+50.00 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 42+75.00 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 43+00.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 43+25.00 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 43+50.00 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 43+75.00 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 44+00.00 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 95 5 . 8 95 5 . 8 2 95 5 . 8 95 5 . 7 5 95 5 . 7 95 5 . 6 6 95 5 . 6 95 5 . 6 2 95 5 . 6 95 5 . 6 4 95 5 . 7 95 5 . 7 3 95 5 . 9 95 5 . 8 8 95 6 . 0 95 5 . 9 8 95 5 . 8 95 5 . 8 6 95 5 . 7 95 5 . 7 2 95 5 . 8 95 5 . 6 4 95 5 . 8 95 5 . 8 3 0. 0 0 95 5 . 8 2 16 . 0 0 R T 95 5 . 5 0 0. 0 0 95 5 . 8 2 13 . 6 7 L T 95 5 . 9 9 0. 0 0 95 5 . 7 5 12 . 0 2 R T 95 5 . 4 6 0. 0 0 95 5 . 7 5 12 . 1 0 L T 95 5 . 9 5 0. 0 0 95 5 . 6 6 12 . 9 5 R T 95 4 . 8 9 0. 0 0 95 5 . 6 6 12 . 1 6 L T 95 5 . 8 3 0.0 0 95 5 . 6 2 13 . 2 5 R T 95 4 . 7 0 0.0 0 95 5 . 6 2 12 . 4 5 L T 95 6 . 0 9 0.0 0 95 5 . 6 4 13 . 4 4 R T 95 4 . 6 2 0.0 0 95 5 . 6 4 12 . 9 3 L T 95 6 . 3 6 0. 0 0 95 5 . 7 3 12 . 5 3 R T 95 5 . 1 7 0. 0 0 95 5 . 7 3 12 . 2 9 L T 95 6 . 1 2 0. 0 0 95 5 . 8 8 12 . 5 6 R T 95 5 . 8 6 0. 0 0 95 5 . 8 8 12 . 8 9 L T 95 6 . 5 8 0. 0 0 95 5 . 9 8 12 . 8 3 R T 95 6 . 0 9 0. 0 0 95 5 . 9 8 12 . 2 8 L T 95 6 . 3 7 0. 0 0 95 5 . 8 6 12 . 6 8 R T 95 5 . 9 0 0. 0 0 95 5 . 8 6 12 . 3 5 L T 95 5 . 9 3 0. 0 0 95 5 . 7 2 12 . 2 0 R T 95 5 . 5 2 0. 0 0 95 5 . 7 2 12 . 5 9 L T 95 5 . 7 2 0. 0 0 95 5 . 6 4 12 . 1 2 R T 95 5 . 4 1 0. 0 0 95 5 . 6 4 12 . 6 2 L T 95 5 . 6 5 0. 0 0 95 5 . 8 3 13 . 0 4 R T 95 5 . 0 1 0. 0 0 95 5 . 8 3 12 . 4 6 L T 95 5 . 7 6 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.17% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 5065 SHADY ISLAND ROAD R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/ W R/ W R/ W R/ W R/ W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 2 : 5 2 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A SHADY ISLAND ROAD CROSS SECTIONS 67 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 44+25.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 44+50.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 44+75.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 45+00.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 45+25.00 955 960 965 970 975 955 960 965 970 975 0 10 20 30 400-10-20-30-40 45+50.00 955 960 965 970 975 955 960 965 970 975 0 10 20 30 400-10-20-30-40 45+87.72 955 960 965 970 975 955 960 965 970 975 0 10 20 30 400-10-20-30-40 46+25.00 955 960 965 970 975 955 960 965 970 975 0 10 20 30 400-10-20-30-40 46+50.00 955 960 965 970 975 955 960 965 970 975 0 10 20 30 400-10-20-30-40 46+75.00 955 960 965 970 975 955 960 965 970 975 0 10 20 30 400-10-20-30-40 47+00.00 955 960 965 970 975 955 960 965 970 975 0 10 20 30 400-10-20-30-40 47+25.00 955 960 965 970 975 955 960 965 970 975 0 10 20 30 400-10-20-30-40 95 6 . 3 95 6 . 3 0 95 6 . 7 95 7 . 0 6 95 7 . 7 95 8 . 1 1 95 9 . 4 95 9 . 4 4 96 1 . 0 96 0 . 9 5 96 2 . 0 96 2 . 0 2 96 2 . 6 96 2 . 6 5 96 2 . 8 96 2 . 7 0 96 2 . 9 96 2 . 9 3 96 3 . 4 96 3 . 3 6 96 3 . 0 96 3 . 2 9 96 2 . 5 96 2 . 4 3 0. 0 0 95 6 . 3 0 12 . 2 0 R T 95 6 . 1 0 0. 0 0 95 6 . 3 0 12 . 3 1 L T 95 6 . 1 6 0. 0 0 95 7 . 0 6 12 . 1 0 R T 95 6 . 8 1 0. 0 0 95 7 . 0 6 12 . 4 2 L T 95 6 . 5 5 0. 0 0 95 8 . 1 1 16 . 0 0 R T 95 8 . 1 3 0. 0 0 95 8 . 1 1 12 . 4 0 L T 95 7 . 6 1 0. 0 0 95 9 . 4 4 12 . 8 4 R T 95 9 . 5 7 0. 0 0 95 9 . 4 4 13 . 1 9 L T 95 9 . 7 4 0. 0 0 96 0 . 9 5 11 . 9 1 R T 96 1 . 1 5 0. 0 0 96 0 . 9 5 13 . 8 5 L T 96 1 . 5 8 0.0 0 96 2 . 0 2 10 . 8 6 R T 96 2 . 4 7 0.0 0 96 2 . 0 2 20 . 2 4 L T 96 2 . 4 6 0. 0 0 96 2 . 6 5 11 . 2 8 R T 96 2 . 5 3 0. 0 0 96 2 . 6 5 40 . 0 0 L T 96 2 . 5 9 0.0 0 96 2 . 7 0 8. 0 8 R T 96 1 . 9 9 0.0 0 96 2 . 7 0 5. 4 2 L T 96 2 . 8 4 0. 0 0 96 2 . 9 3 7. 0 6 R T 96 2 . 7 3 0. 0 0 96 2 . 9 3 7. 0 8 L T 96 3 . 1 0 0. 0 0 96 3 . 3 6 7. 0 8 R T 96 3 . 1 5 0. 0 0 96 3 . 3 6 7.0 0 L T 96 3 . 4 9 0. 0 0 96 3 . 2 9 7. 6 3 R T 96 2 . 8 0 0. 0 0 96 3 . 2 9 7.4 5 L T 96 3 . 1 9 0.0 0 96 2 . 4 3 7.1 9 R T 96 2 . 3 5 0.0 0 96 2 . 4 3 7. 0 3 L T 96 2 . 5 7 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.44% 2.50% 2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 5165 SHADY ISLAND ROAD 5185 SHADY ISLAND ROAD R/W R/ W R/ W R/W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 3 : 0 1 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A SHADY ISLAND ROAD CROSS SECTIONS 68 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 47+50.00 955 960 965 970 975 955 960 965 970 975 0 10 20 30 400-10-20-30-40 47+75.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 48+00.00 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 48+39.69 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 48+75.00 940 945 950 955 960 940 945 950 955 960 0 10 20 30 400-10-20-30-40 49+00.00 940 945 950 955 960 940 945 950 955 960 0 10 20 30 400-10-20-30-40 49+25.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 49+50.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 96 1 . 0 96 0 . 7 7 95 8 . 4 95 8 . 3 4 95 5 . 8 95 5 . 7 9 95 2 . 5 95 2 . 5 9 94 8 . 9 94 8 . 8 6 94 5 . 7 94 5 . 8 2 94 2 . 1 94 2 . 1 5 93 9 . 2 93 9 . 1 6 0.0 0 96 0 . 7 7 6. 8 0 R T 96 0 . 8 1 0.0 0 96 0 . 7 7 7. 5 6 L T 96 1 . 1 8 0. 0 0 95 8 . 3 4 7. 2 9 R T 95 8 . 1 3 0. 0 0 95 8 . 3 4 9. 3 2 L T 95 9 . 6 2 0. 0 0 95 5 . 7 9 7. 8 1 R T 95 5 . 3 2 0. 0 0 95 5 . 7 9 9.3 5 L T 95 7 . 0 9 0.0 0 95 2 . 5 9 11 . 0 0 R T 95 2 . 4 3 0.0 0 95 2 . 5 9 7. 2 2 L T 95 2 . 8 2 0. 0 0 94 8 . 8 6 7. 2 4 R T 94 8 . 6 7 0. 0 0 94 8 . 8 6 12 . 7 5 L T 95 1 . 8 6 0. 0 0 94 5 . 8 2 11 . 0 0 R T 94 5 . 6 0 0. 0 0 94 5 . 8 2 7. 0 0 L T 94 5 . 9 5 0.0 0 94 2 . 1 5 7. 4 4 R T 94 1 . 8 7 0.0 0 94 2 . 1 5 7. 0 0 L T 94 2 . 2 8 0. 0 0 93 9 . 1 6 7. 3 4 R T 93 8 . 9 2 0. 0 0 93 9 . 1 6 7. 4 4 L T 93 9 . 5 0 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 5285 SHADY ISLAND ROAD 5305 SHADY ISLAND ROAD R/ W R/ W R/ W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 3 : 1 0 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A SHADY ISLAND ROAD CROSS SECTIONS 69 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 50+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 50+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 50+97.83 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 51+35.70 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 51+84.23 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 52+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 52+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 52+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 53+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 53+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 53+44.49 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 53+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 93 1 . 6 93 1 . 5 4 93 2 . 1 93 2 . 0 0 93 2 . 5 93 2 . 5 7 93 4 . 2 93 4 . 1 4 93 4 . 7 93 4 . 8 7 93 3 . 6 93 3 . 9 1 93 3 . 1 93 3 . 4 1 93 2 . 8 93 3 . 0 0 93 2 . 7 93 2 . 6 7 93 2 . 6 93 2 . 4 3 93 2 . 5 93 2 . 2 9 93 2 . 4 93 2 . 1 8 0. 0 0 93 1 . 5 4 9. 5 6 R T 93 1 . 6 0 0. 0 0 93 1 . 5 4 0. 0 0 93 2 . 0 0 9. 4 3 R T 93 1 . 9 9 0. 0 0 93 2 . 0 0 9. 4 8 L T 93 2 . 0 1 0.0 0 93 2 . 5 7 13 . 0 0 R T 93 2 . 6 0 0.0 0 93 2 . 5 7 9.5 9 L T 93 2 . 6 5 0. 0 0 93 4 . 1 4 13 . 0 0 R T 93 4 . 5 3 0. 0 0 93 4 . 1 4 9. 0 0 L T 93 3 . 9 2 0. 0 0 93 4 . 8 7 13 . 0 0 R T 93 4 . 7 0 0. 0 0 93 4 . 8 7 9. 0 0 L T 93 4 . 6 4 0. 0 0 93 3 . 9 1 9. 3 1 R T 93 3 . 5 3 0. 0 0 93 3 . 9 1 10 . 0 2 L T 93 4 . 1 9 0.0 0 93 3 . 4 1 9. 6 0 R T 93 2 . 8 9 0.0 0 93 3 . 4 1 13 . 0 0 L T 93 3 . 5 5 0.0 0 93 3 . 0 0 9. 6 1 R T 93 2 . 4 7 0.0 0 93 3 . 0 0 9. 5 1 L T 93 3 . 0 3 0. 0 0 93 2 . 6 7 9.2 1 R T 93 2 . 3 4 0. 0 0 93 2 . 6 7 9. 6 9 L T 93 2 . 7 9 0. 0 0 93 2 . 4 3 9. 2 2 R T 93 2 . 3 1 0. 0 0 93 2 . 4 3 9. 0 9 L T 93 2 . 5 6 0.0 0 93 2 . 2 9 13 . 0 0 R T 93 2 . 3 0 0.0 0 93 2 . 2 9 13 . 0 0 L T 93 2 . 4 1 0. 0 0 93 2 . 1 8 9. 9 1 R T 93 2 . 4 1 0. 0 0 93 2 . 1 8 9. 0 7 L T 93 2 . 3 2 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 4365 ENCHANTED DRIVE 4365 ENCHANTED DRIVE 4385 ENCHANTED DRIVE 4390 ENCHANTED DRIVE 4405 ENCHANTED DRIVE4370 ENCHANTED DRIVE R/ W R/ W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/ W R/ W R/W R/ W R/ W R/W R/W R/ W R/ W R/ W R/ W R/ W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 3 : 2 0 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A ENCHANTED POINT CROSS SECTIONS 70 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 54+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 54+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 54+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 54+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 55+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 55+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 55+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 55+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 56+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 56+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 56+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 56+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 93 2 . 4 93 2 . 1 8 93 2 . 4 93 2 . 2 7 93 2 . 4 93 2 . 4 4 93 2 . 5 93 2 . 6 9 93 2 . 7 93 3 . 0 2 93 3 . 1 93 3 . 3 8 93 3 . 5 93 3 . 7 4 93 4 . 0 93 4 . 0 9 93 4 . 4 93 4 . 2 5 93 4 . 2 93 4 . 1 4 93 3 . 6 93 3 . 7 5 93 2 . 9 93 3 . 0 9 0.0 0 93 2 . 1 8 9. 4 7 R T 93 2 . 1 9 0.0 0 93 2 . 1 8 9. 5 7 L T 93 2 . 2 4 0. 0 0 93 2 . 2 7 9. 4 6 R T 93 2 . 2 7 0. 0 0 93 2 . 2 7 9. 4 1 L T 93 2 . 2 5 0.0 0 93 2 . 4 4 9. 3 7 R T 93 2 . 3 9 0.0 0 93 2 . 4 4 9. 2 6 L T 93 2 . 3 4 0. 0 0 93 2 . 6 9 9. 1 4 R T 93 2 . 5 3 0. 0 0 93 2 . 6 9 9. 3 8 L T 93 2 . 2 7 0. 0 0 93 3 . 0 2 9. 2 3 R T 93 2 . 6 8 0. 0 0 93 3 . 0 2 10 . 0 0 L T 93 2 . 2 9 0. 0 0 93 3 . 3 8 9. 2 8 R T 93 3 . 0 1 0. 0 0 93 3 . 3 8 9. 3 4 L T 93 2 . 9 8 0. 0 0 93 3 . 7 4 9.1 7 R T 93 3 . 5 9 0. 0 0 93 3 . 7 4 9. 0 6 L T 93 3 . 5 4 0. 0 0 93 4 . 0 9 9. 4 8 R T 93 4 . 1 0 0. 0 0 93 4 . 0 9 13 . 0 0 L T 93 3 . 9 2 0.0 0 93 4 . 2 5 9. 4 1 R T 93 4 . 2 3 0.0 0 93 4 . 2 5 10 . 0 6 L T 93 4 . 5 6 0. 0 0 93 4 . 1 4 9. 0 4 R T 93 3 . 9 4 0. 0 0 93 4 . 1 4 13 . 0 0 L T 93 4 . 6 0 0. 0 0 93 3 . 7 5 9.9 5 R T 93 3 . 0 5 0. 0 0 93 3 . 7 5 13 . 0 0 L T 93 4 . 1 2 0. 0 0 93 3 . 0 9 10 . 3 8 R T 93 2 . 1 8 0. 0 0 93 3 . 0 9 13 . 0 0 L T 93 3 . 2 5 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50%2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 4410 ENCHANTED DRIVE 4475 ENCHANTED DRIVE 4450 ENCHANTED DRIVE 4430 ENCHANTED DRIVE R/W R/W R/ W R/W R/W R/ W R/W R/ W R/ W R/ W R/ W R/W R/ W R/W R/ W R/ W R/ W R/W R/ W R/ W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 3 : 3 0 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A ENCHANTED POINT CROSS SECTIONS 71 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 57+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 57+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 57+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 57+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 58+00.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 58+25.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 58+50.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 93 2 . 0 93 2 . 3 9 93 1 . 3 93 1 . 7 5 93 0 . 8 93 1 . 1 8 93 0 . 5 93 0 . 6 8 93 0 . 2 93 0 . 2 5 92 9 . 9 92 9 . 8 9 92 9 . 6 92 9 . 6 0 0. 0 0 93 2 . 3 9 10 . 0 2 R T 93 1 . 6 5 0. 0 0 93 2 . 3 9 13 . 0 0 L T 93 2 . 3 1 0.0 0 93 1 . 7 5 9. 6 3 R T 93 1 . 2 1 0.0 0 93 1 . 7 5 9.5 6 L T 93 1 . 2 4 0.0 0 93 1 . 1 8 9. 4 0 R T 93 0 . 7 5 0.0 0 93 1 . 1 8 9. 3 8 L T 93 0 . 7 6 0. 0 0 93 0 . 6 8 9. 2 7 R T 93 0 . 5 9 0. 0 0 93 0 . 6 8 9.0 6 L T 93 0 . 4 3 0. 0 0 93 0 . 2 5 9.7 7 R T 93 0 . 4 1 0. 0 0 93 0 . 2 5 9. 1 8 L T 93 0 . 1 1 0. 0 0 92 9 . 8 9 10 . 2 8 R T 93 0 . 3 1 0. 0 0 92 9 . 8 9 9. 2 9 L T 92 9 . 8 1 0. 0 0 92 9 . 6 0 9. 0 0 R T 92 9 . 3 8 0. 0 0 92 9 . 6 0 9. 0 9 L T 92 9 . 4 2 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 4475 ENCHANTED DRIVE R/ W R/ W R/W R/ W R/ W R/ W R/W R/ W R/ W R/ W R/ W R/W R/ W R/ W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 3 : 4 0 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A ENCHANTED POINT CROSS SECTIONS 72 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 70+50.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 70+75.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 71+00.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 71+25.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 71+50.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 71+75.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 72+00.00 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 72+25.00 940 945 950 955 960 940 945 950 955 960 0 10 20 30 400-10-20-30-40 72+50.00 940 945 950 955 960 940 945 950 955 960 0 10 20 30 400-10-20-30-40 72+75.00 940 945 950 955 960 940 945 950 955 960 0 10 20 30 400-10-20-30-40 73+06.69 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 73+25.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 95 6 . 3 95 6 . 0 8 95 6 . 8 95 6 . 6 0 95 7 . 1 95 7 . 0 7 95 7 . 2 95 7 . 1 0 95 6 . 6 95 6 . 5 6 95 5 . 6 95 5 . 4 8 95 3 . 9 95 3 . 8 4 95 2 . 0 95 1 . 9 2 95 0 . 0 95 0 . 0 1 94 8 . 2 94 8 . 1 5 94 6 . 2 94 6 . 1 9 94 5 . 2 94 5 . 2 8 0. 0 0 95 6 . 0 8 15 . 9 3 R T 95 6 . 2 8 0. 0 0 95 6 . 0 8 15 . 7 1 L T 95 5 . 9 7 0.0 0 95 6 . 6 0 10 . 5 2 R T 95 6 . 6 1 0.0 0 95 6 . 6 0 10 . 3 1 L T 95 6 . 5 0 0. 0 0 95 7 . 0 7 10 . 3 5 R T 95 7 . 0 0 0. 0 0 95 7 . 0 7 10 . 3 9 L T 95 7 . 0 2 0. 0 0 95 7 . 1 0 10 . 5 6 R T 95 7 . 1 3 0. 0 0 95 7 . 1 0 10 . 6 2 L T 95 7 . 1 5 0. 0 0 95 6 . 5 6 10 . 3 4 R T 95 6 . 4 9 0. 0 0 95 6 . 5 6 10 . 9 6 L T 95 6 . 7 9 0. 0 0 95 5 . 4 8 10 . 2 0 R T 95 5 . 3 3 0. 0 0 95 5 . 4 8 14 . 0 0 L T 95 5 . 7 4 0.0 0 95 3 . 8 4 10 . 0 3 R T 95 3 . 6 0 0.0 0 95 3 . 8 4 11 . 4 6 L T 95 4 . 3 2 0. 0 0 95 1 . 9 2 10 . 1 5 R T 95 1 . 6 0 0. 0 0 95 1 . 9 2 17 . 4 2 L T 95 5 . 3 8 0. 0 0 95 0 . 0 1 10 . 2 5 R T 94 9 . 6 3 0. 0 0 95 0 . 0 1 11 . 9 6 L T 95 0 . 7 4 0.0 0 94 8 . 1 5 10 . 2 0 R T 94 8 . 0 0 0.0 0 94 8 . 1 5 10 . 1 8 L T 94 7 . 8 1 0.0 0 94 6 . 1 9 10 . 0 9 R T 94 5 . 9 9 0.0 0 94 6 . 1 9 14 . 0 0 L T 94 6 . 4 6 0. 0 0 94 5 . 2 8 10 . 0 6 R T 94 5 . 0 0 0. 0 0 94 5 . 2 8 10 . 1 2 L T 94 5 . 0 9 2.50%2.50% 2.50%2.50% 2.50%2.50% 7.30%0.99%2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 4950 SHADY ISLAND CIRCLE 4960 SHADY ISLAND CIRCLE R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 3 : 4 9 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A SHADY ISLAND CIRCLE CROSS SECTIONS 73 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 73+63.89 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 74+00.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 74+25.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 74+50.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 75+00.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 75+25.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 75+50.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 75+75.00 940 945 950 955 960 940 945 950 955 960 0 10 20 30 400-10-20-30-40 76+00.00 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 76+25.00 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 76+50.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 76+75.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 94 3 . 8 94 3 . 8 9 94 3 . 4 94 3 . 2 5 94 3 . 1 94 3 . 1 2 94 3 . 0 94 3 . 0 2 94 3 . 2 94 2 . 9 4 94 3 . 9 94 3 . 7 6 94 5 . 4 94 5 . 4 5 94 7 . 9 94 8 . 0 1 95 1 . 3 95 1 . 4 3 95 4 . 6 95 4 . 8 4 95 7 . 3 95 7 . 4 0 95 9 . 1 95 9 . 1 1 0. 0 0 94 3 . 8 9 10 . 0 5 R T 94 3 . 6 2 0. 0 0 94 3 . 8 9 14 . 0 0 L T 94 4 . 2 0 0. 0 0 94 3 . 2 5 10 . 2 4 R T 94 3 . 1 2 0. 0 0 94 3 . 2 5 10 . 1 6 L T 94 3 . 5 3 0.0 0 94 3 . 1 2 10 . 1 0 R T 94 2 . 9 2 0.0 0 94 3 . 1 2 10 . 0 0 L T 94 3 . 3 2 0. 0 0 94 3 . 0 2 10 . 1 6 R T 94 2 . 8 4 0. 0 0 94 3 . 0 2 14 . 0 0 L T 94 3 . 7 1 0. 0 0 94 2 . 9 4 10 . 0 7 R T 94 3 . 1 7 0. 0 0 94 2 . 9 4 0. 0 0 94 3 . 7 6 9. 9 3 R T 94 3 . 9 1 0. 0 0 94 3 . 7 6 10 . 8 6 L T 94 3 . 5 8 0. 0 0 94 5 . 4 5 10 . 1 9 R T 94 5 . 2 1 0. 0 0 94 5 . 4 5 10 . 2 9 L T 94 5 . 0 5 0. 0 0 94 8 . 0 1 10 . 5 7 R T 94 7 . 5 8 0. 0 0 94 8 . 0 1 10 . 0 8 L T 94 7 . 7 2 0. 0 0 95 1 . 4 3 10 . 6 8 R T 95 0 . 8 4 0. 0 0 95 1 . 4 3 10 . 7 6 L T 95 1 . 5 6 0. 0 0 95 4 . 8 4 10 . 8 6 R T 95 4 . 1 6 0. 0 0 95 4 . 8 4 10 . 0 4 L T 95 4 . 6 1 0. 0 0 95 7 . 4 0 10 . 3 2 R T 95 6 . 9 9 0. 0 0 95 7 . 4 0 10 . 3 4 L T 95 7 . 3 2 0. 0 0 95 9 . 1 1 10 . 3 0 R T 95 8 . 7 1 0. 0 0 95 9 . 1 1 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 4980 SHADY ISLAND CIRCLE 4970 SHADY ISLAND CIRCLE R/ W R/ W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 4 : 0 0 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A SHADY ISLAND CIRCLE CROSS SECTIONS 74 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 77+00.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 77+25.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 77+50.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 77+75.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 78+04.36 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 78+25.00 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 78+50.00 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 78+75.00 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 79+00.00 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 79+25.00 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 79+50.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 79+75.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 95 9 . 9 95 9 . 9 7 96 0 . 0 95 9 . 9 7 95 9 . 6 95 9 . 5 9 95 8 . 8 95 8 . 8 2 95 7 . 3 95 7 . 3 4 95 6 . 1 95 6 . 2 0 95 4 . 9 95 5 . 0 0 95 4 . 3 95 4 . 4 0 95 4 . 4 95 4 . 4 3 95 5 . 2 95 5 . 0 9 95 6 . 3 95 6 . 3 3 95 7 . 7 95 7 . 7 2 0. 0 0 95 9 . 9 7 10 . 0 8 R T 95 9 . 6 8 0. 0 0 95 9 . 9 7 32 . 6 4 L T 96 0 . 1 2 0. 0 0 95 9 . 9 7 10 . 3 1 R T 95 9 . 8 8 0. 0 0 95 9 . 9 7 11 . 2 0 L T 95 9 . 8 0 0. 0 0 95 9 . 5 9 10 . 9 0 R T 95 9 . 7 9 0. 0 0 95 9 . 5 9 10 . 1 4 L T 95 9 . 4 1 0.0 0 95 8 . 8 2 10 . 3 1 R T 95 8 . 7 3 0.0 0 95 8 . 8 2 10 . 7 7 L T 95 8 . 9 6 0. 0 0 95 7 . 3 4 10 . 0 7 R T 95 7 . 0 5 0. 0 0 95 7 . 3 4 14 . 0 0 L T 95 7 . 5 4 0. 0 0 95 6 . 2 0 10 . 6 2 R T 95 5 . 6 4 0. 0 0 95 6 . 2 0 10 . 2 5 L T 95 6 . 0 7 0. 0 0 95 5 . 0 0 10 . 2 7 R T 95 4 . 6 1 0. 0 0 95 5 . 0 0 10 . 0 7 L T 95 4 . 7 8 0. 0 0 95 4 . 4 0 10 . 3 8 R T 95 3 . 9 6 0. 0 0 95 4 . 4 0 10 . 1 1 L T 95 4 . 2 0 0. 0 0 95 4 . 4 3 10 . 5 2 R T 95 3 . 9 3 0. 0 0 95 4 . 4 3 10 . 6 1 L T 95 3 . 8 7 0.0 0 95 5 . 0 9 10 . 0 7 R T 95 4 . 8 7 0.0 0 95 5 . 0 9 10 . 1 5 L T 95 4 . 7 6 0.0 0 95 6 . 3 3 10 . 1 2 R T 95 6 . 1 5 0.0 0 95 6 . 3 3 10 . 1 1 L T 95 6 . 0 3 0.0 0 95 7 . 7 2 10 . 4 0 R T 95 7 . 6 7 0.0 0 95 7 . 7 2 10 . 1 6 L T 95 7 . 3 9 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 5200 SHADY ISLAND CIRCLE R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 4 : 1 0 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A SHADY ISLAND CIRCLE CROSS SECTIONS 75 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 80+00.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 80+25.00 955 960 965 970 975 955 960 965 970 975 0 10 20 30 400-10-20-30-40 80+50.00 955 960 965 970 975 955 960 965 970 975 0 10 20 30 400-10-20-30-40 80+75.00 955 960 965 970 975 955 960 965 970 975 0 10 20 30 400-10-20-30-40 95 9 . 2 95 9 . 1 0 96 0 . 5 96 0 . 4 8 96 1 . 6 96 1 . 7 7 96 2 . 4 96 2 . 5 6 0. 0 0 95 9 . 1 0 10 . 3 6 R T 95 9 . 0 3 0. 0 0 95 9 . 1 0 10 . 5 1 L T 95 9 . 1 0 0.0 0 96 0 . 4 8 10 . 2 4 R T 96 0 . 1 1 0.0 0 96 0 . 4 8 10 . 4 0 L T 96 0 . 4 4 0. 0 0 96 1 . 7 7 10 . 5 4 R T 96 1 . 2 5 0. 0 0 96 1 . 7 7 10 . 0 2 L T 96 1 . 5 1 0.0 0 96 2 . 5 6 11 . 5 9 R T 96 2 . 1 0 0.0 0 96 2 . 5 6 14 . 0 0 L T 96 2 . 5 3 2.31%5.34% 2.50%2.50% 2.50%2.50% 2.50%2.50% 5240 SHADY ISLAND CIRCLE R/ W R/ W R/ W R/ W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 4 : 1 9 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A SHADY ISLAND CIRCLE CROSS SECTIONS 76 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 85+75.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 86+00.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 86+25.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 86+50.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 86+75.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 87+00.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 87+25.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 87+50.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 87+75.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 88+15.65 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 88+50.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 88+75.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 94 0 . 4 94 0 . 7 5 93 9 . 5 93 9 . 7 0 93 8 . 8 93 8 . 9 0 93 8 . 9 93 8 . 8 7 93 9 . 5 93 9 . 6 2 94 1 . 1 94 1 . 1 3 94 2 . 5 94 2 . 4 4 94 3 . 1 94 3 . 1 0 94 2 . 8 94 3 . 1 1 94 1 . 8 94 2 . 2 1 94 0 . 8 94 0 . 7 8 93 8 . 4 93 8 . 7 2 0. 0 0 94 0 . 7 5 7. 4 6 R T 94 0 . 3 4 0. 0 0 94 0 . 7 5 7. 2 6 L T 94 0 . 4 4 0. 0 0 93 9 . 7 0 7. 2 5 R T 93 9 . 4 0 0. 0 0 93 9 . 7 0 7.4 5 L T 93 9 . 3 0 0. 0 0 93 8 . 9 0 7.0 4 R T 93 8 . 7 4 0. 0 0 93 8 . 9 0 7. 0 0 L T 93 8 . 7 2 0. 0 0 93 8 . 8 7 7. 0 6 R T 93 8 . 7 2 0. 0 0 93 8 . 8 7 7. 4 2 L T 93 8 . 9 0 0. 0 0 93 9 . 6 2 7. 4 4 R T 93 9 . 2 2 0. 0 0 93 9 . 6 2 7. 2 0 L T 93 9 . 3 4 0. 0 0 94 1 . 1 3 7. 2 0 R T 94 1 . 0 5 0. 0 0 94 1 . 1 3 7. 4 7 L T 94 1 . 1 9 0. 0 0 94 2 . 4 4 7.9 7 R T 94 2 . 7 5 0. 0 0 94 2 . 4 4 7.1 8 L T 94 2 . 3 6 0. 0 0 94 3 . 1 0 11 . 0 0 R T 94 3 . 6 6 0. 0 0 94 3 . 1 0 9. 1 9 L T 94 1 . 8 3 0. 0 0 94 3 . 1 1 7.1 0 R T 94 3 . 1 8 0. 0 0 94 3 . 1 1 9.2 5 L T 94 1 . 8 1 0. 0 0 94 2 . 2 1 11 . 0 0 R T 94 2 . 1 5 0. 0 0 94 2 . 2 1 8.5 6 L T 94 1 . 2 5 0.0 0 94 0 . 7 8 7.1 5 R T 94 0 . 6 8 0.0 0 94 0 . 7 8 7. 5 4 L T 94 0 . 8 7 0. 0 0 93 8 . 7 2 7. 3 5 R T 93 8 . 3 7 0. 0 0 93 8 . 7 2 11 . 0 0 L T 93 8 . 4 4 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50%2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 5060 SHADY ISLAND POINT 5040 SHADY ISLAND POINT 4990 SHADY ISLAND POINT R/ W R/ W R/ W R/W R/W R/ W R/W R/W R/ W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 4 : 2 9 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A SHADY ISLAND POINT CROSS SECTIONS 77 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 89+00.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 89+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 89+50.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 93 6 . 3 93 6 . 4 3 93 5 . 8 93 5 . 9 3 93 7 . 3 93 7 . 3 3 0. 0 0 93 6 . 4 3 7. 1 2 R T 93 6 . 3 2 0. 0 0 93 6 . 4 3 7. 3 2 L T 93 6 . 1 0 0. 0 0 93 5 . 9 3 7. 6 3 R T 93 5 . 4 4 0. 0 0 93 5 . 9 3 7. 2 3 L T 93 5 . 6 4 0. 0 0 93 7 . 3 3 7. 0 0 R T 93 7 . 1 6 0. 0 0 93 7 . 3 3 6. 7 1 L T 93 7 . 4 5 2.50%2.50% 2.50%2.50% 2.50%2.50% R/ W R/ W R/W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 4 : 3 8 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A SHADY ISLAND POINT CROSS SECTIONS 78 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 90+75.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 91+00.00 955 960 965 970 975 955 960 965 970 975 0 10 20 30 400-10-20-30-40 91+25.00 955 960 965 970 975 955 960 965 970 975 0 10 20 30 400-10-20-30-40 91+50.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 91+75.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 92+00.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 92+25.00 950 955 960 965 970 950 955 960 965 970 0 10 20 30 400-10-20-30-40 92+50.00 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 92+75.00 945 950 955 960 965 945 950 955 960 965 0 10 20 30 400-10-20-30-40 96 0 . 6 96 0 . 5 9 96 0 . 8 96 0 . 7 9 96 0 . 9 96 0 . 9 6 96 0 . 7 96 0 . 5 6 95 9 . 1 95 9 . 3 4 95 7 . 6 95 7 . 6 1 95 6 . 5 95 6 . 4 2 95 5 . 9 95 5 . 9 1 95 5 . 5 95 5 . 6 0 0. 0 0 96 0 . 5 9 7. 1 9 R T 96 0 . 5 1 0. 0 0 96 0 . 5 9 7. 6 0 L T 96 0 . 7 2 0. 0 0 96 0 . 7 9 7. 1 8 R T 96 0 . 7 1 0. 0 0 96 0 . 7 9 7. 3 5 L T 96 0 . 7 9 0. 0 0 96 0 . 9 6 7. 4 6 R T 96 1 . 0 1 0. 0 0 96 0 . 9 6 7. 1 9 L T 96 0 . 8 8 0. 0 0 96 0 . 5 6 11 . 0 0 R T 96 0 . 8 6 0. 0 0 96 0 . 5 6 7. 0 3 L T 96 0 . 3 7 0. 0 0 95 9 . 3 4 7. 1 2 R T 95 9 . 4 1 0. 0 0 95 9 . 3 4 8. 2 5 L T 95 8 . 5 4 0. 0 0 95 7 . 6 1 11 . 0 0 R T 95 7 . 8 7 0. 0 0 95 7 . 6 1 7.6 8 L T 95 7 . 0 9 0. 0 0 95 6 . 4 2 11 . 0 0 R T 95 6 . 8 6 0. 0 0 95 6 . 4 2 7. 1 1 L T 95 6 . 3 0 0.0 0 95 5 . 9 1 7. 1 4 R T 95 6 . 1 1 0.0 0 95 5 . 9 1 8. 3 2 L T 95 5 . 0 8 0. 0 0 95 5 . 6 0 7. 2 8 R T 95 5 . 8 7 0. 0 0 95 5 . 6 0 9. 1 1 L T 95 4 . 3 7 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 5120 SHADY ISLAND TRAIL 5100 SHADY ISLAND TRAIL 5100 SHADY ISLAND TRAIL R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/ W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 4 : 4 7 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A SHADY ISLAND TRAIL CROSS SECTIONS 79 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 95+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 95+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 96+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 96+25.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 96+54.08 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 97+00.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 97+25.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 97+50.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 97+75.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 98+00.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 98+40.77 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 98+75.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 93 3 . 5 93 3 . 5 5 93 4 . 2 93 4 . 0 7 93 5 . 0 93 4 . 9 7 93 5 . 9 93 5 . 9 8 93 7 . 3 93 7 . 1 7 93 9 . 1 93 9 . 0 2 93 9 . 7 93 9 . 8 1 94 0 . 2 94 0 . 3 1 94 0 . 6 94 0 . 5 5 94 0 . 8 94 0 . 7 2 94 1 . 0 94 0 . 9 9 94 1 . 4 94 1 . 3 3 0.0 0 93 3 . 5 5 30 . 5 6 R T 93 2 . 9 7 0.0 0 93 3 . 5 5 30 . 6 8 L T 93 3 . 3 8 0. 0 0 93 4 . 0 7 19 . 4 7 R T 93 3 . 5 5 0. 0 0 93 4 . 0 7 19 . 9 7 L T 93 3 . 8 7 0. 0 0 93 4 . 9 7 11 . 6 0 R T 93 4 . 5 0 0. 0 0 93 4 . 9 7 11 . 1 9 L T 93 4 . 7 1 0. 0 0 93 5 . 9 8 11 . 3 3 R T 93 5 . 6 5 0. 0 0 93 5 . 9 8 11 . 3 6 L T 93 6 . 3 3 0.0 0 93 7 . 1 7 15 . 0 0 R T 93 7 . 1 2 0.0 0 93 7 . 1 7 10 . 9 1 L T 93 7 . 2 8 0. 0 0 93 9 . 0 2 10 . 9 3 R T 93 9 . 1 5 0. 0 0 93 9 . 0 2 10 . 6 7 L T 93 9 . 0 2 0.0 0 93 9 . 8 1 10 . 7 0 R T 93 9 . 7 9 0.0 0 93 9 . 8 1 11 . 1 5 L T 93 9 . 5 7 0. 0 0 94 0 . 3 1 10 . 7 1 R T 94 0 . 2 9 0. 0 0 94 0 . 3 1 15 . 0 0 L T 94 0 . 8 9 0. 0 0 94 0 . 5 5 11 . 9 1 R T 94 0 . 7 3 0. 0 0 94 0 . 5 5 11 . 1 6 L T 94 0 . 7 9 0. 0 0 94 0 . 7 2 11 . 7 4 R T 94 0 . 8 1 0. 0 0 94 0 . 7 2 11 . 8 6 L T 94 0 . 8 7 0. 0 0 94 0 . 9 9 11 . 7 4 R T 94 1 . 0 8 0. 0 0 94 0 . 9 9 15 . 0 0 L T 94 1 . 0 4 0.0 0 94 1 . 3 3 11 . 5 7 R T 94 1 . 3 4 0.0 0 94 1 . 3 3 11 . 8 6 L T 94 1 . 4 8 WE T WE T WE T 2.50%2.50% 2.50%2.50% 0.33%1.94% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 1.78% 4340 ENCHANTED DRIVE 4345 ENCHANTED DRIVE 4355 ENCHANTED DRIVE R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/ W R/ W R/W R/ W R/W R/ W R/W R/W R/ W R/ W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 4 : 5 7 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A ENCHANTED DRIVE CROSS SECTIONS 80 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 99+00.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 99+25.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 99+50.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 99+75.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 99+90.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 100+25.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 100+50.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 100+75.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 101+13.38 940 945 950 955 960 940 945 950 955 960 0 10 20 30 400-10-20-30-40 101+50.00 940 945 950 955 960 940 945 950 955 960 0 10 20 30 400-10-20-30-40 101+69.24 940 945 950 955 960 940 945 950 955 960 0 10 20 30 400-10-20-30-40 101+98.00 940 945 950 955 960 940 945 950 955 960 0 10 20 30 400-10-20-30-40 94 1 . 8 94 1 . 7 2 94 2 . 3 94 2 . 2 4 94 2 . 8 94 2 . 7 9 94 3 . 4 94 3 . 3 5 94 3 . 7 94 3 . 6 8 94 4 . 4 94 4 . 4 4 94 4 . 9 94 4 . 9 5 94 5 . 4 94 5 . 4 2 94 6 . 0 94 6 . 0 7 94 6 . 6 94 6 . 6 9 94 6 . 9 94 7 . 0 1 94 7 . 4 94 7 . 5 0 0. 0 0 94 1 . 7 2 12 . 8 3 R T 94 2 . 3 6 0. 0 0 94 1 . 7 2 11 . 4 8 L T 94 1 . 6 9 0. 0 0 94 2 . 2 4 15 . 0 0 R T 94 2 . 4 8 0. 0 0 94 2 . 2 4 11 . 0 0 L T 94 1 . 9 7 0. 0 0 94 2 . 7 9 14 . 2 3 R T 94 4 . 1 3 0. 0 0 94 2 . 7 9 12 . 5 0 L T 94 3 . 2 7 0. 0 0 94 3 . 3 5 13 . 0 8 R T 94 4 . 5 5 0. 0 0 94 3 . 3 5 20 . 6 6 L T 94 4 . 8 7 0. 0 0 94 3 . 6 8 12 . 8 9 R T 94 4 . 7 9 0. 0 0 94 3 . 6 8 0. 0 0 94 4 . 4 4 10 . 6 9 R T 94 4 . 4 3 0. 0 0 94 4 . 4 4 11 . 0 3 L T 94 4 . 2 6 0. 0 0 94 4 . 9 5 11 . 8 2 R T 94 5 . 5 2 0. 0 0 94 4 . 9 5 15 . 0 0 L T 94 4 . 7 4 0. 0 0 94 5 . 4 2 12 . 2 8 R T 94 6 . 2 2 0. 0 0 94 5 . 4 2 11 . 0 9 L T 94 5 . 2 1 0. 0 0 94 6 . 0 7 15 . 0 0 R T 94 5 . 9 3 0. 0 0 94 6 . 0 7 11 . 3 4 L T 94 5 . 7 4 0. 0 0 94 6 . 6 9 11 . 0 0 R T 94 6 . 5 2 0. 0 0 94 6 . 6 9 11 . 2 5 L T 94 6 . 4 0 0.0 0 94 7 . 0 1 15 . 0 0 R T 94 6 . 8 4 0.0 0 94 7 . 0 1 11 . 3 0 L T 94 6 . 7 0 0. 0 0 94 7 . 5 0 11 . 0 7 R T 94 7 . 3 0 0. 0 0 94 7 . 5 0 15 . 0 0 L T 94 7 . 1 7 4.08%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 4360 ENCHANTED DRIVE 4415 ENCHANTED DRIVE 4380 ENCHANTED DRIVE 4400 ENCHANTED DRIVE 4435 ENCHANTED DRIVE R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/ W R/W R/ W R/W R/ W R/ W R/W R/ W R/W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 5 : 0 8 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A ENCHANTED DRIVE CROSS SECTIONS 81 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 102+25.00 940 945 950 955 960 940 945 950 955 960 0 10 20 30 400-10-20-30-40 102+61.82 940 945 950 955 960 940 945 950 955 960 0 10 20 30 400-10-20-30-40 103+13.34 940 945 950 955 960 940 945 950 955 960 0 10 20 30 400-10-20-30-40 103+50.00 940 945 950 955 960 940 945 950 955 960 0 10 20 30 400-10-20-30-40 103+79.80 940 945 950 955 960 940 945 950 955 960 0 10 20 30 400-10-20-30-40 104+00.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 104+25.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 104+50.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 104+75.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 105+00.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 105+25.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 105+50.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 94 7 . 7 94 7 . 9 1 94 8 . 0 94 8 . 1 0 94 7 . 6 94 7 . 5 6 94 6 . 6 94 6 . 6 0 94 5 . 4 94 5 . 4 7 94 4 . 4 94 4 . 5 2 94 3 . 2 94 3 . 2 6 94 2 . 2 94 2 . 0 1 94 1 . 0 94 0 . 8 1 93 9 . 9 93 9 . 8 7 93 9 . 3 93 9 . 2 4 93 9 . 1 93 8 . 9 0 0. 0 0 94 7 . 9 1 11 . 2 5 R T 94 7 . 6 2 0. 0 0 94 7 . 9 1 11 . 4 8 L T 94 7 . 5 1 0. 0 0 94 8 . 1 0 14 . 9 9 R T 94 7 . 9 8 0. 0 0 94 8 . 1 0 11 . 0 0 L T 94 7 . 9 4 0.0 0 94 7 . 5 6 15 . 0 0 R T 94 8 . 0 5 0.0 0 94 7 . 5 6 10 . 9 6 L T 94 7 . 4 2 0.0 0 94 6 . 6 0 11 . 1 9 R T 94 6 . 8 6 0.0 0 94 6 . 6 0 10 . 8 4 L T 94 6 . 5 1 0. 0 0 94 5 . 4 7 10 . 7 3 R T 94 5 . 5 0 0. 0 0 94 5 . 4 7 15 . 0 0 L T 94 5 . 6 8 0.0 0 94 4 . 5 2 11 . 0 2 R T 94 4 . 7 0 0.0 0 94 4 . 5 2 11 . 0 0 L T 94 4 . 3 5 0.0 0 94 3 . 2 6 15 . 0 0 R T 94 2 . 9 6 0.0 0 94 3 . 2 6 11 . 6 0 L T 94 2 . 8 0 0.0 0 94 2 . 0 1 11 . 3 9 R T 94 1 . 6 5 0.0 0 94 2 . 0 1 11 . 5 9 L T 94 1 . 5 5 0. 0 0 94 0 . 8 1 11 . 6 6 R T 94 0 . 3 1 0. 0 0 94 0 . 8 1 11 . 4 1 L T 94 0 . 4 4 0. 0 0 93 9 . 8 7 0. 0 0 93 9 . 8 7 11 . 2 3 L T 93 9 . 6 0 0.0 0 93 9 . 2 4 18 . 3 8 R T 93 8 . 8 1 0.0 0 93 9 . 2 4 11 . 4 2 L T 93 9 . 1 8 0. 0 0 93 8 . 9 0 11 . 0 6 R T 93 9 . 2 0 0. 0 0 93 8 . 9 0 12 . 0 2 L T 93 9 . 1 3 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.22%4.12% 2.50% 2.50%2.50% 4420 ENCHANTED DRIVE 4440 ENCHANTED DRIVE 4455 ENCHANTED DRIVE 4460 ENCHANTED DRIVE R/ W R/W R/ W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 5 : 1 8 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A ENCHANTED DRIVE CROSS SECTIONS 82 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 105+78.89 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 106+00.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 106+25.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 106+50.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 106+75.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 106+92.34 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 107+25.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 107+50.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 107+75.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 108+00.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 108+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 108+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 93 9 . 0 93 8 . 7 8 93 8 . 9 93 8 . 7 2 93 8 . 7 93 8 . 6 4 93 8 . 6 93 8 . 5 1 93 8 . 3 93 8 . 3 0 93 8 . 1 93 8 . 1 0 93 7 . 7 93 7 . 6 1 93 7 . 2 93 7 . 1 3 93 6 . 6 93 6 . 5 6 93 6 . 0 93 5 . 9 4 93 5 . 4 93 5 . 3 3 93 4 . 8 93 4 . 7 2 0. 0 0 93 8 . 7 8 15 . 0 0 R T 93 8 . 9 1 0. 0 0 93 8 . 7 8 12 . 0 3 L T 93 9 . 0 2 0. 0 0 93 8 . 7 2 17 . 9 3 R T 94 0 . 0 8 0. 0 0 93 8 . 7 2 12 . 1 3 L T 93 9 . 0 1 0. 0 0 93 8 . 6 4 15 . 6 5 R T 94 1 . 5 4 0. 0 0 93 8 . 6 4 15 . 0 0 L T 93 9 . 2 5 0. 0 0 93 8 . 5 1 13 . 6 9 R T 94 0 . 1 2 0. 0 0 93 8 . 5 1 15 . 0 0 L T 93 9 . 1 1 0. 0 0 93 8 . 3 0 17 . 6 0 R T 94 1 . 1 3 0. 0 0 93 8 . 3 0 15 . 0 0 L T 93 8 . 8 2 0. 0 0 93 8 . 1 0 15 . 0 0 R T 93 8 . 2 2 0. 0 0 93 8 . 1 0 15 . 0 0 L T 93 8 . 5 7 0. 0 0 93 7 . 6 1 13 . 1 1 R T 93 8 . 6 4 0. 0 0 93 7 . 6 1 15 . 0 0 L T 93 8 . 0 6 0. 0 0 93 7 . 1 3 12 . 4 6 R T 93 8 . 2 2 0. 0 0 93 7 . 1 3 15 . 0 0 L T 93 7 . 5 6 0. 0 0 93 6 . 5 6 13 . 7 9 R T 93 8 . 1 4 0. 0 0 93 6 . 5 6 15 . 0 0 L T 93 7 . 0 2 0. 0 0 93 5 . 9 4 15 . 0 0 R T 93 6 . 0 7 0. 0 0 93 5 . 9 4 15 . 0 0 L T 93 6 . 7 9 0. 0 0 93 5 . 3 3 12 . 5 0 R T 93 5 . 5 5 0. 0 0 93 5 . 3 3 14 . 8 2 L T 93 5 . 6 3 0. 0 0 93 4 . 7 2 12 . 3 8 R T 93 4 . 8 6 0. 0 0 93 4 . 7 2 13 . 1 9 L T 93 4 . 8 4 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 4510 ENCHANTED DRIVE 4530 ENCHANTED DRIVE 4550 ENCHANTED DRIVE R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/ W R/ W R/W R/W R/ W R/W R/ W R/ W R/W R/ W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 5 : 2 8 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A ENCHANTED DRIVE CROSS SECTIONS 83 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 108+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 109+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 109+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 109+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 109+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 110+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 110+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 110+50.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 110+75.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 93 4 . 2 93 4 . 1 0 93 3 . 5 93 3 . 4 9 93 2 . 9 93 2 . 8 8 93 2 . 5 93 2 . 3 6 93 2 . 1 93 1 . 9 9 93 2 . 0 93 1 . 7 5 93 1 . 8 93 1 . 6 2 93 1 . 4 93 1 . 5 0 93 1 . 3 93 1 . 3 9 0.0 0 93 4 . 1 0 10 . 6 8 R T 93 4 . 1 1 0.0 0 93 4 . 1 0 10 . 7 8 L T 93 4 . 0 5 0. 0 0 93 3 . 4 9 11 . 0 2 R T 93 3 . 3 2 0. 0 0 93 3 . 4 9 10 . 6 7 L T 93 3 . 4 9 0. 0 0 93 2 . 8 8 10 . 9 6 R T 93 2 . 7 3 0. 0 0 93 2 . 8 8 11 . 2 1 L T 93 2 . 5 0 0. 0 0 93 2 . 3 6 10 . 8 8 R T 93 2 . 2 6 0. 0 0 93 2 . 3 6 11 . 3 7 L T 93 2 . 2 7 0. 0 0 93 1 . 9 9 11 . 1 6 R T 93 1 . 7 9 0. 0 0 93 1 . 9 9 11 . 6 9 L T 93 2 . 0 6 0.0 0 93 1 . 7 5 11 . 3 7 R T 93 1 . 6 6 0.0 0 93 1 . 7 5 11 . 0 0 L T 93 1 . 9 7 0. 0 0 93 1 . 6 2 11 . 2 1 R T 93 1 . 2 4 0. 0 0 93 1 . 6 2 11 . 2 2 L T 93 1 . 7 4 0. 0 0 93 1 . 5 0 11 . 4 8 R T 93 0 . 9 9 0. 0 0 93 1 . 5 0 11 . 4 6 L T 93 1 . 5 0 0. 0 0 93 1 . 3 9 12 . 7 1 R T 93 1 . 0 6 0. 0 0 93 1 . 3 9 11 . 8 8 L T 93 1 . 1 7 WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50% R/W R/ W R/W R/ W R/W R/W R/ W R/W R/ W R/W R/ W R/ W R/ W R/W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 5 : 3 8 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A ENCHANTED DRIVE CROSS SECTIONS 84 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 112+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 112+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 112+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 113+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 113+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 113+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 113+86.83 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 114+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 114+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 114+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 115+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 115+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 93 2 . 3 93 2 . 2 8 93 3 . 1 93 2 . 9 6 93 3 . 1 93 3 . 1 9 93 3 . 2 93 3 . 2 9 93 3 . 3 93 3 . 3 9 93 3 . 4 93 3 . 4 9 93 3 . 6 93 3 . 6 4 93 3 . 8 93 3 . 8 0 93 3 . 9 93 3 . 8 8 93 4 . 0 93 3 . 9 2 93 4 . 0 93 3 . 9 1 93 3 . 9 93 3 . 8 6 0. 0 0 93 2 . 2 8 24 . 5 8 R T 93 2 . 2 3 0. 0 0 93 2 . 2 8 24 . 7 3 L T 93 2 . 0 3 0. 0 0 93 2 . 9 6 36 . 9 5 R T 93 2 . 9 3 0. 0 0 93 2 . 9 6 36 . 0 7 L T 93 2 . 3 1 0. 0 0 93 3 . 1 9 27 . 8 7 R T 93 2 . 9 2 0. 0 0 93 3 . 1 9 28 . 7 4 L T 93 3 . 1 5 0. 0 0 93 3 . 2 9 11 . 3 6 R T 93 2 . 8 9 0. 0 0 93 3 . 2 9 11 . 1 5 L T 93 3 . 0 0 0. 0 0 93 3 . 3 9 11 . 1 4 R T 93 3 . 0 5 0. 0 0 93 3 . 3 9 11 . 0 8 L T 93 3 . 1 6 0. 0 0 93 3 . 4 9 11 . 0 2 R T 93 3 . 2 1 0. 0 0 93 3 . 4 9 11 . 1 6 L T 93 3 . 3 0 0. 0 0 93 3 . 6 4 11 . 1 3 R T 93 3 . 3 1 0. 0 0 93 3 . 6 4 15 . 0 0 L T 93 3 . 9 1 0. 0 0 93 3 . 8 0 11 . 0 8 R T 93 3 . 4 9 0. 0 0 93 3 . 8 0 11 . 4 2 L T 93 3 . 7 3 0. 0 0 93 3 . 8 8 11 . 0 6 R T 93 3 . 5 7 0. 0 0 93 3 . 8 8 11 . 4 6 L T 93 3 . 8 4 0. 0 0 93 3 . 9 2 11 . 4 1 R T 93 3 . 8 5 0. 0 0 93 3 . 9 2 11 . 6 0 L T 93 3 . 9 4 0. 0 0 93 3 . 9 1 11 . 3 9 R T 93 3 . 8 3 0. 0 0 93 3 . 9 1 11 . 5 5 L T 93 3 . 9 1 0. 0 0 93 3 . 8 6 11 . 2 3 R T 93 3 . 7 0 0. 0 0 93 3 . 8 6 11 . 4 7 L T 93 3 . 8 2 WE T 2.70%2.62% 2.02%2.16%1.21% 1.40% 2.22%1.48% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50%2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 4350 DELLWOOD LANE R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/ W NOTE: ALL DISTURBED AREA SLOPES NOT TO EXCEED 3:1 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 5 : 4 8 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A DELLWOOD LANE CROSS SECTIONS 85 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 115+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 115+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 116+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 116+25.00 920 925 930 935 940 920 925 930 935 940 0 10 20 30 400-10-20-30-40 116+50.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 116+75.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 117+00.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 117+25.00 925 930 935 940 945 925 930 935 940 945 0 10 20 30 400-10-20-30-40 117+50.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 117+75.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 118+00.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 118+25.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 93 3 . 8 93 3 . 7 7 93 3 . 6 93 3 . 6 3 93 3 . 5 93 3 . 4 7 93 3 . 4 93 3 . 3 9 93 3 . 5 93 3 . 4 7 93 3 . 7 93 3 . 7 0 93 4 . 2 93 4 . 0 8 93 4 . 9 93 4 . 6 3 93 5 . 4 93 5 . 3 2 93 6 . 1 93 6 . 1 5 93 7 . 0 93 6 . 9 9 93 7 . 8 93 7 . 8 3 0. 0 0 93 3 . 7 7 11 . 4 8 R T 93 3 . 7 3 0. 0 0 93 3 . 7 7 11 . 4 1 L T 93 3 . 6 9 0. 0 0 93 3 . 6 3 11 . 8 0 R T 93 3 . 7 6 0. 0 0 93 3 . 6 3 11 . 4 0 L T 93 3 . 5 6 0. 0 0 93 3 . 4 7 11 . 4 8 R T 93 3 . 4 3 0. 0 0 93 3 . 4 7 11 . 3 7 L T 93 3 . 3 8 0.0 0 93 3 . 3 9 11 . 6 1 R T 93 3 . 4 2 0.0 0 93 3 . 3 9 11 . 2 0 L T 93 3 . 2 2 0. 0 0 93 3 . 4 7 11 . 0 0 R T 93 3 . 1 9 0. 0 0 93 3 . 4 7 11 . 4 3 L T 93 3 . 4 0 0.0 0 93 3 . 7 0 11 . 5 7 R T 93 3 . 7 1 0.0 0 93 3 . 7 0 11 . 4 8 L T 93 3 . 6 6 0. 0 0 93 4 . 0 8 11 . 9 4 R T 93 4 . 2 8 0. 0 0 93 4 . 0 8 11 . 3 7 L T 93 3 . 9 9 0. 0 0 93 4 . 6 3 11 . 4 3 R T 93 4 . 5 7 0. 0 0 93 4 . 6 3 11 . 4 2 L T 93 4 . 5 6 0. 0 0 93 5 . 3 2 11 . 3 7 R T 93 5 . 2 3 0. 0 0 93 5 . 3 2 11 . 4 8 L T 93 5 . 2 9 0. 0 0 93 6 . 1 5 11 . 1 2 R T 93 5 . 9 4 0. 0 0 93 6 . 1 5 11 . 1 6 L T 93 5 . 9 5 0. 0 0 93 6 . 9 9 11 . 0 6 R T 93 6 . 6 9 0. 0 0 93 6 . 9 9 11 . 1 7 L T 93 6 . 6 3 0. 0 0 93 7 . 8 3 11 . 1 0 R T 93 7 . 5 0 0. 0 0 93 7 . 8 3 11 . 0 2 L T 93 7 . 5 6 WE T WE T WE T WE T WE T 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50%2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 5 : 5 7 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A DELLWOOD LANE CROSS SECTIONS 86 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME 119+50.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 119+75.00 935 940 945 950 955 935 940 945 950 955 0 10 20 30 400-10-20-30-40 119+95.26 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 120+25.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 120+50.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 120+75.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 121+00.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 121+25.00 930 935 940 945 950 930 935 940 945 950 0 10 20 30 400-10-20-30-40 94 2 . 2 94 2 . 2 1 94 1 . 1 94 1 . 1 2 94 0 . 5 94 0 . 3 4 93 9 . 8 93 9 . 6 6 93 9 . 5 93 9 . 5 0 93 9 . 4 93 9 . 5 0 93 9 . 4 93 9 . 5 0 93 9 . 5 93 9 . 5 0 0. 0 0 94 2 . 2 1 9. 5 5 R T 94 2 . 2 6 0. 0 0 94 2 . 2 1 9. 4 3 L T 94 2 . 2 0 0. 0 0 94 1 . 1 2 9. 0 0 R T 94 0 . 9 0 0. 0 0 94 1 . 1 2 9. 0 5 L T 94 0 . 8 7 0. 0 0 94 0 . 3 4 9.0 0 R T 94 0 . 1 2 0. 0 0 94 0 . 3 4 13 . 0 0 L T 94 0 . 1 4 0.0 0 93 9 . 6 6 9. 2 4 R T 93 9 . 5 5 0.0 0 93 9 . 6 6 9. 1 0 L T 93 9 . 4 8 0. 0 0 93 9 . 5 0 9. 1 3 R T 93 9 . 2 1 0. 0 0 93 9 . 5 0 9.0 5 L T 93 9 . 3 0 0. 0 0 93 9 . 5 0 10 . 5 4 R T 93 9 . 1 8 0. 0 0 93 9 . 5 0 9. 7 2 L T 93 9 . 3 7 0. 0 0 93 9 . 5 0 33 . 0 7 R T 93 8 . 9 8 0. 0 0 93 9 . 5 0 39 . 1 7 L T 93 9 . 6 7 0. 0 0 93 9 . 5 0 27 . 8 6 R T 93 9 . 2 3 0. 0 0 93 9 . 5 0 36 . 5 5 L T 93 9 . 8 4 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 2.50%2.50% 3.06%1.38% 4425 ENCHANTED COVE R/ W R/ W R/ W R/ W R/ W R/ W R/ WR/ W R/WR/ W R/ WR/W WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N K: \ 0 1 2 8 0 9 - 0 0 0 \ C a d \ P l a n \ 0 1 2 8 0 9 - 0 0 0 - - X S E C T - P L A N . d w g 4/ 2 0 / 2 0 2 0 3 : 5 6 : 0 7 P M SHEET OF C.P. 012809-000 18-11 EN C H A N T E D I S L A N D & SH A D Y I S L A N D S T R E E T RE C L A M A T I O N P R O J E C T SH O R E W O O D , M I N N E S O T A ENCHANTED COVE CROSS SECTIONS 87 87 ER I C M . E C K M A N , P . E . 49 9 5 4 04 / 2 7 / 2 0 2 0 AS SHOWN BAS KAK EME