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2017-04-14 SCD14001 PlansCHANHASSEN, MN NORTH NO SCALE AREA LOCATION MAP At@ Face of CurbF.C. Floor Drain Foundation Galvanized Full Basement Grade Break Flared End Section Full Basement Walk Out Full Basement Look Out Garage Floor Elevation General Contractor Finished Floor Elevation Field Verify Fire Department Connection Horizontal Information Hydrant Inlet Elevation Inside Dimension High Density Polyethylene Pipe High Point Heating, Ventilation, Air Conditioning IN. OR (") INFO. I.D. INL. Inches HDPEP HGT. HYD HORIZ. HVAC H. GR. H.P. Height Height Grade FT. OR (') G.C. GAL. GFE GL. GALV. FLR. FUT. G.B. Gallon Glass Foot Floor Future FBWO FBLO FES FDN. FFE F.D. F.V. FB F.D.C. Side Exit Walk Out Specification Thickness Symmetrical Structural Standard Temporary Verify In Field Vertical Curve Vapor Barrier Thick / Thickness Top of Wall Top of Rim Storm Sewer Manhole Unless Noted Otherwise Vestibule Walk Out Welded Wire Fabric Working Point Waterproof V.C. WithoutW/O YD. YR. WO WETL. WT. WP Yard Year Wetland Weight W.PT. W W/ W.W.F. VER. V.I.F. VEST. VERT. Width With Vertical Verify TEMP. THK. TYP. V.B. U.N.O. T SYM. T/W T/R Typical SPEC. SQ. STD. STMH STRUCT. SEWO SIM. SLNT. SHT. Square Sealant Similar Sheet Additional Addendum Alternate Aluminum Anodized Automatic Average Back of Curb Approximate Area Drain Anchor Bolt Air Handling Unit Adjacent / Adjust Architect / Architectural 100 Year Flood Elevation Air Conditioning Unit Building Basement Centerline Cleanout Cement Catch Basin Cubic Yards Control Joint Corner Guard Cubic Feet Bottom of Wall Concrete Masonry Unit Cubic Feet Per Second Bituminous (Asphaltic) Basement Floor Elevation Cast Iron Pipe Catch Basin Manhole U.S. Army Corps Of Engineers Continuous Connection Degree Copper Diagonal Diameter Drawing Dimension Department Ductile Iron Pipe Demolition / Demolish Down Spout Contractor Construction Concrete (Portland) Corrugated Metal Pipe Each Way Emergency Elevation Electrical Engineer Elevation Equivalent Equipment Existing Expansion Entrance Expansion Joint Furnished by Others Furnish and Install Emergency Overflow Swale EastE. ENGR. EXP. EXIST. F & I F.B.O. EQ. EQUIP. EQUIV. ENTR. Equal EL. ELEC. ELEV. EMER. E.J. EA. E.W. E.O.S. Each DIAG. DIP DIM. DN DWG. DIA. DET. DEPT. DEMO. Down Detail CONTR. COP. DEG. D.S. CU. CONN. CONST. CONT. CONC. Cubic B/W C.L. CB CIP CEM. CMP CBMH C.O. C.Y. C.O.E. C.M.U. C.F. C.J. C.G. C.F.S. BFE BIT BLDG BSMT. ALT. APPROX. AVG. B.C. AUTO. ALUM. ANOD. ARCH 100 YR. A/C ADD. AHU ADJ. ADDL. A.B. A.D. Property LineP.L. OR P/L Polyethylene Point of Tangency Point of Beginning Proposed Preparation Perforated Pavement Pounds Per Square Inch Pedestal / Pedestrian Poly-Vinyl-Chloride (Piping) Point of Vertical Tangency Point of Vertical Intersection Point of Vertical Curvature Pounds Per Square Foot Radius Point Rim Elevation (Casting) Reinforced Regarding Rough Slab Rough Opening Remove Existing Side Exit Right of Way Sanitary Sewer Square Feet Revision / Revised Regulatory Government Unit Reinforced Concrete Pipe RadiusR REINF. ROW OR R/W S. SAN. SE SECT. S.F. REQ'D REV. RGU South Section Required R.P. R.S. RCP RE. RE R.O. R.E. RAD.Radius PED. QTY. QTR. PVMT. PVC PERF. PREP. PROJ. PROP. Quantity Quarter Project P.V.I. PE P.V.T. P.V.C. P.O.B. P.S.I. P.S.F. P.T. Lineal Feet Maintenance Longitudinal Light / Lighting Mechanical Miscellaneous Minimum / Minute Manufacturer Local Government Unit Low Point / Liquid Petroleum Normal Water Level Not to Scale Not In Contract Module / Modular Overhead Point of Intersection Post Indicator Valve Point of Curvature Overhead Electric Outside Dimension On Center Normal Water Elevation Ordinary High Water Level Minnesota Department Of Transportation OPNG. ORIG. PIV P.I. P.C. O.D. OH. OHWL O.E. Opening Original NOM NTS NWL NWE O.C. MUL. N. N.I.C. NO. OR # Nominal North Mullion Number MaterialMATL. MH MISC. MIN. MOD. MNDOT MECH MAX. MFR. MED. Manhole Maximum Medium LT. LONG. MAINT. MAS. L.F. L.P. LB. LGU Masonry Pound D &And Angle INSUL.Insulation INV.Invert Elevation TNH Top Nut Hydrant Emergency OverflowE.O. Roof Storm DrainRSD ABBREVIATIONS Subsurface drainSSD Invert ElevationI.E. or IE JT.Joint Roof DrainR.D. Tooled JointT.J. MODULAR RETAINING WALL FIELDSTONE RETAINING WALL NEW CATV UNDERGROUND CABLE/TV EXISTING DESCRIPTION DESCRIPTION STORM SEWER WATERMAIN FORCE MAIN SANITARY SEWER-WASTE ROOF DRAIN SYSTEM GAS LINE-UNDERGROUND FIRE LINE (IF SEPARATE) FIRE DEPT. CONNECTION SOIL SUBDRAIN TELEPHONE-UNDERGROUND ELECTRIC-UNDERGROUND LAWN SPRINKLER SLEEVE > > >> RIPRAP >> FM STM RD GATE VALVE WTR SAN BLDG. FIRE GAS HYD TELE ELEC X"SSD LSS C.O. MAJOR CONTOUR BUILDING SPOT ELEVATION 120 CONCRETE SLOPE DIRECTION CONCRETE CURB GUARD RAIL FENCING CONCRETE RETAINING WALL HEIGHT, TYPE X X X POWER POLE LIGHT STANDARD EXIT LOCATION UNDERGROUND STRUCTURE EDGE OF PAVEMENT BOLLARD CANOPY/OVERHANG BIT. EDGE FES CATCH BASIN MANHOLE SYMBOLS LANDSCAPING GRAVEL FLAG POLE > >> POWERPOLE GUARD POST GAS METER TREES TRAFFIC SIGN WATER MAIN SANITARY SEWER LINE STORM SEWER LINE OVERHEAD ELECTRIC MAJOR CONTOUR SPOT ELEVATION CONCRETE BUILDING CANOPY / OVERHANG 120 GM 12"STS 8"SAN FENCING CONCRETE CURB RETAINING WALL OE MANHOLE WATER VALVE FIRE HYDRANT FLARED END SECTION CATCH BASIN 6"WTR XX HEIGHT, TYPE 1 NOTE NUMBER GUY WIRE IRON MONUMENT FOUND WATER SHUT-OFF VALVE l l MEASURED DISTANCE DISTANCE PER RECORDED PLAT UNDERGROUND TELEPHONEUT UNDERGROUND ELECTRICUE GAS LINEG PAVING BLOCK PAVING BLOCK SET 1/2" X 14" IRON PIPE TRANSFORMER TREE LINE MB MAILBOX SURVEY DISK (BENCHMARK) WSO BITUMINOUS SOIL BORINGB-X 123.45 %1.00 LIGHT POLE MINOR CONTOUR123MINOR CONTOUR123 SEDIMENT CONTROL FENCE SYMBOL DESCRIPTION REVISED AREA (THIS ISSUE) REVISION - ADDENDUM, BULLETIN, ETC. NOTE REFERENCE LARGE SHEET DETAIL COORDINATE POINT PARKING STALL COUNT DESCRIPTIONSYMBOL EROSION CONTROL SYMBOLS DRAWING SYMBOLS LEGAL DESCRIPTION BENCHMARK INLET PROTECTION C21 C7.3 1 12 2 THE SOUTH HALF OF THE SOUTHWEST QUARTER (S 1/2 OF SW 1/4), SECTION 23, TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA, EXCEPT THE FOLLOWING 2 DESCRIBED TRACTS: LINE 1. COMMENCING AT THE SOUTHWEST CORNER OF SECTION 23, TOWNSHIP 116, RANGE 23; THENCE RUNNING NORTH ON SECTION LINE 30 FEET; THENCE IN A STRAIGHT LINE TO A POINT ON THE SOUTH SECTION LINE OF SAID SECTION, 30 FEET EAST OF THE SOUTHWEST CORNER OF SAID SECTION; THENCE WEST 30 FEET TO SAID SOUTHWEST CORNER OF SAID SECTION AND PLACE OF BEGINNING, BEING A THREE CORNERED PIECE IN SOUTHWEST CORNER OF SAID SECTION 23, TOWNSHIP 116 RANGE 23; AND 2. THAT PART OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER AND THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, BOTH IN SECTION 23, TOWNSHIP 116 NORTH, RANGE 23 WEST, CARVER COUNTY, MINNESOTA WHICH LIES EASTERLY OF LINE 2 DESCRIBED BELOW: LINE 2. BEGINNING AT THE SOUTH QUARTER CORNER OF SAID SECTION 23; THENCE RUN WEST ON AN AZIMUTH OF 271 DEGREES 56 MINUTES 13 SECONDS ALONG THE SOUTH LINE OF SAID SECTION 23 FOR 1634.23 FEET TO A POINT; THENCE ON AN AZIMUTH OF OO DEGREES 43 MINUTES 24 SECONDS FOR 500.11 FEET TO A POINT; THENCE ON AN AZIMUTH OF 91 DEGREES 56 MINUTES 13 SECONDS FOR 1173.46 FEET TO A POINT; THENCE ON AN AZIMUTH OF 29 DEGREES 19 MINUTES 18 SECONDS FOR 152.11 FEET TO A POINT; THENCE ON AN AZIMUTH OF 352 DEGREES 57 MINUTES 23 SECONDS FOR 709.36 FEET TO A POINT ON THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE ON AN AZIMUTH OF 91 DEGREES 23 MINUTES 02 SECONDS ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER FOR 475.37 FEET TO THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER AND THERE TERMINATING. ABSTRACT. TOGETHER WITH PARCEL 1 THE NORTH 420.00 FEET OF THE EAST 414.86 FEET OF THE NW 1/4 OF THE SW 1/4 OF SECTION 23, TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA. PARCEL 2 THE NW 1/4 OF THE SW 1/4 OF SECTION 23, TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA EXCEPT FOR THE SOUTH 658.24 FEET THEREOF; AND ALSO EXCEPT THE NORTH 420.00 FEET OF THE EAST 414.86 FEET THEREOF. PARCEL 3 THE SOUTH 658.24 FEET OF THE NW 1/4 OF THE SW 1/4 OF SECTION 23, TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA. TOGETHER WITH THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER (NE 1/4 OF SW 1/4) OF SECTION TWENTY-THREE (23), TOWNSHIP ONE HUNDRED SIXTEEN (116) NORTH OF RANGE TWENTY-THREE (23) WEST, CARVER COUNTY, MINNESOTA, EXCEPT THAT PART OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER {NE 1/4 OF SW 1/4) OF SECTION TWENTY-THREE (23), TOWNSHIP ONE HUNDRED SIXTEEN (116) NORTH, RANGE TWENTY-THREE (23) WEST, SHOWN AS PARCEL 64 ON MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-19, FILED 10-19-2004 AS DOCUMENT NO. 39930 3 LEVEL 7 DEVELOPMENT, LLC 8315 CASCADE DRIVE, SUITE 165 EDEN PRAIRIE, MN 55344 DESCRIPTIONSHEET CIVIL & LANDSCAPE TITLE SHEET EXISTING CONDITIONS PRELIMINARY PLAT TREE PRESERVATION TREE INVENTORY OVERALL SITE PLAN TYPICAL STREET SECTIONS TYPICAL STREET SECTIONS PHASE 1 MASS GRADING, DRAINAGE, & EROSION CONTROL SWPPP NOTES ULTIMATE GRADING, PAVING, & DRAINAGE PHASE 1 OVERALL UTILITIES PHASE 1 UTILITY STRUCTURE DATA ULTIMATE UTILITIES TREE PLANTING PLAN UNDERSTORY AND SEEDING PLAN LANDSCAPE DETAILS SITE / UTILITY CONTACTS CIVIL / LANDSCAPE SHEET INDEX & REVISION MATRIX OWNER C0.1 C1.1 C1.2 C1.3 C1.4 C2.1 C2.2 C2.3 C3.1 C3.2 C3.3 C4.1 C4.2 C4.3 L2.1 L2.2 L7.1 TEL: FAX: CITY PLANNER CITY OF CHANHASSEN 7700 MARKET BLVD. P.O. BOX 147 CHANHASSEN, MN 55317 KATE AANENSON kaanenson@ci.chanhassen.mn.us 952-227-1139 952-227-1110 TEL: FAX: BUILDING OFFICIAL CITY OF CHANHASSEN 7700 MARKET BLVD. P.O. BOX 147 CHANHASSEN, MN 55317 JERRY MOHN jmohn@ci.chanhassen.mn.us 952-227-1180 952-227-1190 TEL: FAX: ELECTRIC MINNESOTA VALLEY ELECTRIC COMPANY 125 MINNESOTA VALLEY ELECTRIC DR. JORDAN, MN 55352 BRIAN LUCE 952-233-8988 TEL: FAX: TELEPHONE CENTURYLINK 200 S 5TH ST. MINNEAPOLIS, MN 55402 866-642-0444 TEL: FAX: GAS CENTERPOINT ENERGY 700 LINDEN AVE W. MINNEAPOLIS, MN 55403 NewConstructionServices@CenterPointEnergy.com 800-342-4166 TEL: FAX: CITY ENGINEER CITY OF CHANHASSEN 7700 MARKET BLVD. P.O. BOX 147 CHANHASSEN, MN 55317 PAUL OEHME poehme@ci.chanhassen.mn.us 952-227-1160 952-227-1170 LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: STEVE SABRASKI PROJECT CONTACTS CIVIL ENGINEER RSP ARCHITECTS 122 MARSHALL ST. NE MINNEAPOLIS, MN 55413 TEL 612.677.7100 CONTACT: JEFF HYSJULIEN ARCHITECT LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: ERIC LINDGREN SURVEYOR LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: DANYELLE PIERQUET LANDSCAPE ARCHITECT 0 4 .1 4 .1 7 X X X X X X X X X X X X SHEETS ISSUED BY DATE SITE LYMAN BLVD L Y M A N B L V D P O W E R S B L V D P O W E R S B L V D PI O N EER TRAIL A U D U B O N R D G R E A T P L A I N S B L V D HAZELTINE LAKE LAKE RILEY 101 101 101 14 14 212 212 212 8315 CASCADE DRIVE SUITE 165 EDEN PRAIRIE, MN 55344 CIVIL & LANDSCAPE TITLE SHEET EXISTING CONDITIONS PRELIMINARY PLAT TREE PRESERVATION TREE INVENTORY OVERALL SITE PLAN TYPICAL STREET SECTIONS TYPICAL STREET SECTIONS PHASE 1 MASS GRADING, DRAINAGE, & EROSION CONTROL SWPPP NOTES ULTIMATE GRADING, PAVING, & DRAINAGE PHASE 1 OVERALL UTILITIES PHASE 1 UTILITY STRUCTURE DATA ULTIMATE UTILITIES TREE PLANTING PLAN UNDERSTORY AND SEEDING PLAN LANDSCAPE DETAILS C0.1 C1.1 C1.2 C1.3 C1.4 C2.1 C2.2 C2.3 C3.1 C3.2 C3.3 C4.1 C4.2 C4.3 L2.1 L2.2 L7.1 CITY SUBMITTAL SES14 APR 2017 PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. BY DATE DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY TITLESHEET PROJECT SHEET INDEX ISSUE / REVISION HISTORY CERTIFICATION PROJECT MANAGER REVIEW L A N D F O R M c Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. OWNER MUNICIPALITY SES 04.14.2017 04.14.2017 SCD14001 2 0 1 7 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No:Date: C001SCD001.DWG CIVIL & LANDSCAPE TITLE SHEETC0.1 LAKE SUSAN LAUNCH PROPERTIES, LLC 800 LASALLE AVE. SUITE 1610 MINNEAPOLIS, MN 55402 TEL 612-564-4060 CONTACT: MARK NORDLAND DEVELOPER X X X X SITE BENCHMARK: BM-1 : TOP NUT OF HYDRANT LOCATION: SOUTHEAST QUADRANT OF POWERS BLVD. & LYMAN BLVD. ELEVATION = 921.32 ) BM-2 : TOP NUT OF HYDRANT LOCATION: WESTERLY SIDE OF POWERS BLVD, 1,960 FT SOUTH OF LYMAN BLVD. ELEVATION = 913.82 ) WETLAND EROSION CONTROL MAT X C.S.A.H.NO.18 LYMAN BOULEVARD P O W E R S B O U L E V A R D S U N S E T T R A I L C .S .A .H . N O . 1 7 T R U N K H I G H W A Y N O .2 1 2 B L U F F C R E E K B L V D . MILLS DR. FES:897.89 24"RCP @0.6% FES:897.11 FES:895.0360"R C P @ 0 .6 % FES:896.27 R E : 9 0 4 . 7 3 I E : S P O U T R E : 9 0 5 . 2 8 I E : S P O U T RE:937.71 IE:925.96 R E :9 1 5 .1 5 I E :8 8 4 .0 5 B-3 B-2B-1 B-4 B-5 B-6 B-7 B-8 B-9 B-10 B-12B-11 WETLAND EDGE WETLAND EDGE 2 0 'W E T L A N D B U F F E R 20'WETLANDBUFFER B-13 B-14 B-15 B-16 B-17 B-18 B-19 B-20 B-21B-22B-23B-24 B-25 B-26 B-27 B-28 B-29 B-30 B-31 B-32 R I V E R R O C K D R I V E S . R I V E R R O C K D R I V E N . 20'WETLAND BUFFER 2 0 'W E T L A N D B U F F E R 15" RCP 1 5 "R C P X X X X X X X X X X X X X X X X X X X X X O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E I I I I I I I I I I I I I I I I I I I I I I I I I I U E U E U E U E O E O E O E O E O E O E OE OE OE OE OE OE OE OE OE OE 15"RCP > > > > > > 1 5 "R C P > > 1 8 " R C P 1 5 "R C P 6 " P V C 1 2 " R C P > > 1 2 " R C P 6 " P V C 1 5 "R C P 6 " P V C > > I I 15"RCP > > 1 5 "R C P > > 1 5 " R C P 15"RCP 1 5 "RC P 1 5 "R C P 12" RCP 15" RCP METAL COVER TOP=912.8 IE=910.3(NW) IE=909.0(S) > > 12" RCP 1 2 " R C P > > 1 2 " R C P 12" RCP > > > > 1 8 " R C P > > > > > > 1 8 " R C P >> 12" R C P 1 5 "R C P 1 5 "R C P >>1 2 "R C P >> 15" RCP 21" RCP > > > > > > > > > > > >18" RCP > > > > > > > > > > 18"RCP >>>>>>1 5"RCP >>>>>>>>>>>>1 8"RCP 2 1 "RCP METAL COVER TOP=914.2 IE=910.3(NW) > > > >15"RCP >> >> 1 5 "R C P 2 1 "R C P 1 5 "R C P 1 2 "R C P 1 2 "R C P 2 1 "R C P 2.4" DIA. CAP RIPRAP BOULDER RET. WAL > > > > > > > > EDGE OF PLOWED FIELD EDGE OF PLOWED FIELD EDGE OF PLOWED FIELD EDGE OF PLOWED FIELD EDGE OF PLOWED FIELD EDGE OF PLOWED FIELD EDGE OF PLOWED FIELD WOOD FENCE WROUGHT IRON FENCE GUARD RAIL X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XCHAIN LINK FENCE FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO ELECTRIC TRANSFORMER CHAIN LINK FENCE CHAIN LINK FENCE ELECTRIC TW ELEV. 921.2 BW ELEV. 918.07 TW ELEV. 930.8 BW ELEV. 927.1 X X 15"RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 18" RCP 15" RCP 18" RCP 12" RCP 4. 4. 4. 8315 CASCADE DRIVE SUITE 165 EDEN PRAIRIE, MN 55344 CIVIL & LANDSCAPE TITLE SHEET EXISTING CONDITIONS PRELIMINARY PLAT TREE PRESERVATION TREE INVENTORY OVERALL SITE PLAN TYPICAL STREET SECTIONS TYPICAL STREET SECTIONS PHASE 1 MASS GRADING, DRAINAGE, & EROSION CONTROL SWPPP NOTES ULTIMATE GRADING, PAVING, & DRAINAGE PHASE 1 OVERALL UTILITIES PHASE 1 UTILITY STRUCTURE DATA ULTIMATE UTILITIES TREE PLANTING PLAN UNDERSTORY AND SEEDING PLAN LANDSCAPE DETAILS C0.1 C1.1 C1.2 C1.3 C1.4 C2.1 C2.2 C2.3 C3.1 C3.2 C3.3 C4.1 C4.2 C4.3 L2.1 L2.2 L7.1 CITY SUBMITTAL SES14 APR 2017 PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. BY DATE DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY TITLESHEET PROJECT SHEET INDEX ISSUE / REVISION HISTORY CERTIFICATION PROJECT MANAGER REVIEW L A N D F O R M c Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. OWNER MUNICIPALITY SES 04.14.2017 04.14.2017 SCD14001 2 0 1 7 NORTH 0 150 300 C101SCD001.DWG EXISTING CONDITIONSC1.1 BACKGROUND INFORMATION SHOWN IS FROM SURVEY BY LANDFORM PROFESSIONAL SERVICE, MINNEAPOLIS, MN, ON MAY, 05, 2016, EXPRESSLY FOR THIS PROJECT; CITY OF CHANHASSEN, MN RECORD DRAWINGS; AND UTILITY SERVICE PROVIDERS. LANDFORM OFFERS NO WARRANTY, EXPRESSED OR WRITTEN, FOR INFORMATION PROVIDED BY OTHERS. EXISTING PROJECT CONDITIONS SHALL BE VERIFIED PRIOR TO BEGINNING CONSTRUCTION. ERRORS, INCONSISTENCIES, OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE ENGINEER. GEOTECHNICAL BORING LOCATIONS ARE APPROXIMATE AND ARE BASED ON INFORMATION PROVIDED IN THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, MINNEAPOLIS, MN, ON APRIL 12, 2017. WETLAND DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES. THE BUILDINGS AND PAVEMENT SOUTH OF THE INTERSECTION OF SUNSET TRAIL AND LYMAN BOULEVARD HAVE BEEN REMOVED SINCE THE SURVEY WAS COMPLETED. 1. 2. 3. 4. EXISTING CONDITIONS I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the state of Minnesota. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Eric B. Lindgren License No:Date: 3 0 ' B U I L D I N G S E T B A C K 3 0 ' B U I L D I N G S E T B A C K 30'BUILDING SETBACK 30'BUILDING SETBACK 3 0 ' B U I L D I N G S E T B A C K 2 0 ' P A R K I N G S E T B A C K 1 0 ' P A R K I N G S E T B A C K 1 0 ' P A R K I N G S E T B A C K 20'PARKING SETBACK 10'PARKING SETBACK OUTLOT B LOT 2 LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 OUTLOT A OUTLOT C LOT 1 LOT 2 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 BLOCK 3 LOT 1 LOT 2 BLOCK 2 BLOCK 1 BLOCK 5 BLOCK 4 20'WETLANDBUFFER 2 0' W E T L A N D B U F F E R 20'WETLANDBUFFER 20'WETLAND BUFFER AVIENDAPARKWAY 6 0 80 8 0 84 8 0 80 80 1 1 2 . 2 2 V A R I E S 8 5 . 1 9 9 0 .2 2 8 7 . 5 4 V A R I E S OWNER: KIMSKIM OWNER: JESSELMILLER OWNER:CHANHASSEN RESIDENTIALDEV. PARTNERSLLC OWNER: SREENIVASSAMPA OWNER: KELLYO'ROURKE OWNER:CHANHASSEN RES.DEV.PART.LLC OWNER: BRANDONZENK OWNER: SUDHAKARJAGARKAL OWNER: JAMESSROHWER OWNER: VARUNPARVATANENI OWNER: MARCORASGATTINO OWNER: HUONGNDANG OWNER: CRAIGPPABICH OWNER: AARONL.SANDNESS OWNER:PRESERVE@ BLUFFCREEKHOME OWNERSASSN. O W N E R : J O S E P H A R M S T R O N G O W N E R : K .M .&K .S .W H I T A C R E O W N E R : R A J E S H R E D D Y G A R U D A M M A G A R I O W N E R: J O N A T H A N R & S H A N N O N G A B A D O W N E R: M A R K E & M O L L Y K W IL S O N O W N E R: A D A M J C A R V E R O W N E R : J E S S I C A E G A L V I N OWNER:PRESERVE@ BLUFFCREEKHOME OWNERSASSN. O W N E R : J E S S I C A E G A L V I N O W N E R : J . M . G I L B E R T O W N E R : S T E V E N C W I G N E S S N. LINE OF THE SE 1/4 OF THE SW 1/4 SEC. 23 N. LINE OF THE S 1/2 OF THE SW 1/4 SEC. 23 W . L I N E O F T H E N E 1 /4 O F T H E S W 1 /4 S E C . 2 3 E . L I N E O F T H E N E 1 /4 O F T H E S W 1 /4 S E C . 2 3 N. LINE OF THE SW 1/4 SEC. 23 TWP. 116, RANGE 23 EASEMENT FOR HIGHWAY PURPOSES EXISTING WETLAND WITH 20' BUFFER & 30 ' SETBACK (TYP) 414.86 4 2 0 .0 0 6 5 8 .2 4 N. LINE OF THE S. 658.24 FT. OF THE NW 1/4 SEC. 23 NE. COR. OF THE SE 1/4 OF THE SW 1/4, SEC. 23, TWP. 116, RANGE 23 SW. COR. OF THE SW 1/4, SEC. 23, TWP. 116, RANGE 23 BLUFF CREEK BOULEVARD OWNER:CHANHASSEN RES.DEV.PART.LLC OWNER:CHANHASSEN RES.DEV.PART.LLC MILLS DRIVE 45' PERMANENT D&U EASEMENT PER MNDOT R/W PLAT NO. 10-19 (DOC. NO. A399301) S U N S E T T R A I L Lot & Block # Plat ROW OUTLOT A OUTLOT B OUTLOT C LOT 1, BLOCK 1 LOT 2, BLOCK 1 LOT 3, BLOCK 1 LOT 4, BLOCK 1 LOT 5, BLOCK 1 LOT 6, BLOCK 1 LOT 7, BLOCK 1 LOT 1, BLOCK 2 LOT 1, BLOCK 3 LOT 2, BLOCK 3 LOT 1, BLOCK 4 LOT 2, BLOCK 4 LOT 3, BLOCK 4 LOT 4, BLOCK 4 LOT 5, BLOCK 4 LOT 6, BLOCK 4 LOT 1, BLOCK 5 LOT 2, BLOCK 5 Area: (sq.ft.) 5,032,000 503,911 745,656 72,271 67,892 55,198 415,986 63,379 339,304 99,045 144,395 159,370 115,073 229,496 231,703 71,336 175,146 191,401 63,578 65,633 97,950 861,805 262,472 Area: (acres) 115.519 11.568 17.118 1.659 1.559 1.267 9.550 1.455 7.789 2.274 3.315 3.659 2.642 5.268 5.319 1.638 4.021 4.394 1.460 1.507 2.249 19.784 6.026 8315 CASCADE DRIVE SUITE 165 EDEN PRAIRIE, MN 55344 CIVIL & LANDSCAPE TITLE SHEET EXISTING CONDITIONS PRELIMINARY PLAT TREE PRESERVATION TREE INVENTORY OVERALL SITE PLAN TYPICAL STREET SECTIONS TYPICAL STREET SECTIONS PHASE 1 MASS GRADING, DRAINAGE, & EROSION CONTROL SWPPP NOTES ULTIMATE GRADING, PAVING, & DRAINAGE PHASE 1 OVERALL UTILITIES PHASE 1 UTILITY STRUCTURE DATA ULTIMATE UTILITIES TREE PLANTING PLAN UNDERSTORY AND SEEDING PLAN LANDSCAPE DETAILS C0.1 C1.1 C1.2 C1.3 C1.4 C2.1 C2.2 C2.3 C3.1 C3.2 C3.3 C4.1 C4.2 C4.3 L2.1 L2.2 L7.1 CITY SUBMITTAL SES14 APR 2017 PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. BY DATE DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY TITLESHEET PROJECT SHEET INDEX ISSUE / REVISION HISTORY CERTIFICATION PROJECT MANAGER REVIEW L A N D F O R M c Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. OWNER MUNICIPALITY SES 04.14.2017 04.14.2017 SCD14001 2 0 1 7 NORTH 0 100 200 C102SCD001.DWG PRELIMINARY PLATC1.2 THE SOUTH HALF OF THE SOUTHWEST QUARTER (S 1/2 OF SW 1/4), SECTION 23, TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA, EXCEPT THE FOLLOWING 2 DESCRIBED TRACTS: LINE 1. COMMENCING AT THE SOUTHWEST CORNER OF SECTION 23, TOWNSHIP 116, RANGE 23; THENCE RUNNING NORTH ON SECTION LINE 30 FEET; THENCE IN A STRAIGHT LINE TO A POINT ON THE SOUTH SECTION LINE OF SAID SECTION, 30 FEET EAST OF THE SOUTHWEST CORNER OF SAID SECTION; THENCE WEST 30 FEET TO SAID SECTION AND PLACE OF BEGINING, BEING A THREE CORNERED PICE IN SOUTHWEST CORNER OF SAID SECTION 23, TOWNSHIP 116, RANGE 23; AND 2. THAT PART OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER AND THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, BOTH IN SECTION 23, TOWNSHIP 116 NORTH, RANGE 23 WEST, CARVER COUNTY, MINNESOTA WHCH LIES EASTERLY LINE 2 DESCRIBED BELOW. LINE2. BEGININNIG AT THE SOUTH QUARTER CORNER OF SAID SECTION 23; THENCE RUN WEST ON AN AZIMUTH OF 271 DEGREES 56 MINUTES 13 SECONDS ALONG THE SOUTH LINE OF SAID SECTION 23 FOR 1634.23 FEET TO A POINT; THENCE ON AN AZIMUTH OF 00 DEGREES 43 MINUTES 24 SECONDS FOR 500.11 FEET TO A POINT; THENCE ON AN AZIMUTH OF 91 DEGREES 56 MINUTES 13 SECONDS FOR 1173.46 FEET TO A POINT; THENCE ON AN AZIMUTH 29 DEGREES 19 MINUTES 18 SECONDS FOR 152.11 TO A POINT; THENCE ON AN AZIMUTH OF 352 DEGREES, 57 MINUTES 23 SECONDS FOR 709.36 FEET TO A POINT ON THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE ON AN AZIMUTH OF 91 DEGREES 23 MINUTES 02 SECONDS ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARER FOR 475.37 FEET TO THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER AND THERE TERMINATING. ABSTRACT TOGETHER WITH PARCEL 1 THE NORTH 420.00 FEET OF THE EAST 414.86 FEET OF THE NW 1/4 OF THE SW 1/4 OF SECTION 23, TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA. PARCEL 2 THE NW 1/4 OF THE SW 1/4 OF SECTION 23, TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA EXCEPT FOR THE SOUTH 658.24 FEET THEREOF; AND ALSO EXCEPT THE NORTH 420.00 FEET OF THE EAST 414.86 FEET THEREOF. PARCEL 3 THE SOUTH 658.24 FEET OF THE NW 1/4 OF THE SW 1/4 OF SECTION 23, TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA. TOGETHER WITH THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER (NE 1/4 OF SW 1/4) OF SECTION TWENTY-THREE (23), TOWNSHIP ONE HUNDRED SIXTEEN (116) NORTH OF RANGE TWENTY-THREE (23) WEST, CARVER COUNTY, MINNESOTA, EXCEPT THAT PART OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER (NE1/4 OF SW1/4) OF SECTION TWENTY-THREE (23), TOWNSHIP ONE HUNDRED SIXTEEN (116) NORTH, RANGE TWENTY-THREE (23 WEST, SHOWN AS PARCEL 64 ON MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-19, FILED 10-19-2004 AS DOCUMENT NO. 39930 ROPERTY DESCRIPTION PROPOSED LOT SUMMARY LEVEL 7 DEVELOPMENT, LLC 8315 CASCADE DRIVE EDEN PRAIRIE, MN 55344 LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 FAX 612-252-9077 CONTACT: ERIC LINDGREN PROJECT CONTACTS SURVEYOR APPLICANT: PREPARER OF PRELIMINARY PLAT: PROPERTY AREA - 5,032,000 SQ. FT. = 115.518 AC. PROPERTY AREA I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the state of Minnesota. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Eric B. Lindgren License No:Date: C.S.A.H.NO.18 LYMAN BOULEVARD P O W E R S B O U L E V A R D S U N S E T T R A I L C .S .A N O . 1 T R U N K H I G H W A Y N O .2 1 2 B L U F F C R E E K B L V D . MILLS DR.RE:937.71 IE:925.96 R E :9 1 5 .1 5 I E :8 8 4 .0 5 2 0 'W E T L A N D B U F F E R 20'WETLANDBUFFER R I V E R R O C K D R I V E S . 20'WETLAND BUFFER 2 0 'W E T L A N D B U F F E R X X X X X X X X X X O E O E O E O E O E O E O E O E O E O E I I I I I I I I I I I I U E O E O E O E OE OE OE OE OE I BOULDER RET. WAL WOOD FENCE UGHT IRON FENCE GUARD RAIL X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XCHAIN LINK FENCE FO FO FO FO FO FO FO FO ELECTRIC TRANSFORMER CHAIN LINK FENCE CHAIN LINK FENCE ELECTRIC TW ELEV. 921.2 BW ELEV. 918.07 TW ELEV. 930.8 BW ELEV. 927.1 X TREES 126-131, 133-145 TREES 81-106 TREES 369-419 TREES 425-468 TREES 163-166, 169-176, 178-187 TREES 254-270 TREES 289-297, 300-308, 315-317 TREES 550-558 BLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARY BLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARY 8315 CASCADE DRIVE SUITE 165 EDEN PRAIRIE, MN 55344 CIVIL & LANDSCAPE TITLE SHEET EXISTING CONDITIONS PRELIMINARY PLAT TREE PRESERVATION TREE INVENTORY OVERALL SITE PLAN TYPICAL STREET SECTIONS TYPICAL STREET SECTIONS PHASE 1 MASS GRADING, DRAINAGE, & EROSION CONTROL SWPPP NOTES ULTIMATE GRADING, PAVING, & DRAINAGE PHASE 1 OVERALL UTILITIES PHASE 1 UTILITY STRUCTURE DATA ULTIMATE UTILITIES TREE PLANTING PLAN UNDERSTORY AND SEEDING PLAN LANDSCAPE DETAILS C0.1 C1.1 C1.2 C1.3 C1.4 C2.1 C2.2 C2.3 C3.1 C3.2 C3.3 C4.1 C4.2 C4.3 L2.1 L2.2 L7.1 CITY SUBMITTAL SES14 APR 2017 PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. BY DATE DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY TITLESHEET PROJECT SHEET INDEX ISSUE / REVISION HISTORY CERTIFICATION PROJECT MANAGER REVIEW L A N D F O R M c Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. OWNER MUNICIPALITY SES 04.14.2017 04.14.2017 SCD14001 2 0 1 7 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No:Date: NORTH 0 100 200 C103SCD001.DWG TREE PRESERVATIONC1.3 TOTAL BASELINE TREE CANOPY ON SITE = 1,282,126 S.F. (26% OF 4,901,297 S.F. TOTAL SITE) 586,009 S.F. CANOPY REMOVED (46%) 697,117 S.F. CANOPY PRESERVED (54%) TREE INVENTORY SUMMARY REFER TO SHEET C1.4 FOR EXISTING TREE SIZES AND SPECIES. :TREE TO BE REMOVED :TREE CANOPY TO BE REMOVED :TREE PROTECTION SITE AREA 5,149,807 S.F. WETLANDS 248,510 S.F. 4,901,297 S.F.AREA REQUIRED TO CALCULATE BASELINE CANOPY COVERAGE LEGEND :EXISTING TREE CANOPY NOT SURVEYED :WETLANDS PRIMARY BLUFF CREEK OVERLAY DISTRICT IMPACTS FIRE LANE IMPACTS DEVELOPMENT IMPACTS TOTAL IMPACTS 89,530 S.F. (37.94%) 146,420 S.F. (62.06%) 235,950 S.F. (100%) 8315 CASCADE DRIVE SUITE 165 EDEN PRAIRIE, MN 55344 CIVIL & LANDSCAPE TITLE SHEET EXISTING CONDITIONS PRELIMINARY PLAT TREE PRESERVATION TREE INVENTORY OVERALL SITE PLAN TYPICAL STREET SECTIONS TYPICAL STREET SECTIONS PHASE 1 MASS GRADING, DRAINAGE, & EROSION CONTROL SWPPP NOTES ULTIMATE GRADING, PAVING, & DRAINAGE PHASE 1 OVERALL UTILITIES PHASE 1 UTILITY STRUCTURE DATA ULTIMATE UTILITIES TREE PLANTING PLAN UNDERSTORY AND SEEDING PLAN LANDSCAPE DETAILS C0.1 C1.1 C1.2 C1.3 C1.4 C2.1 C2.2 C2.3 C3.1 C3.2 C3.3 C4.1 C4.2 C4.3 L2.1 L2.2 L7.1 CITY SUBMITTAL SES14 APR 2017 PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. BY DATE DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY TITLESHEET PROJECT SHEET INDEX ISSUE / REVISION HISTORY CERTIFICATION PROJECT MANAGER REVIEW L A N D F O R M c Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. OWNER MUNICIPALITY SES 04.14.2017 04.14.2017 SCD14001 2 0 1 7 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No:Date: C104SCD001.DWG TREE INVENTORYC1.4 C.S.A.H. NO. 18 L Y M A N B O U L E V A R D POWERS BOULEVARD S U N S E T T R A I L C.S.A.H. NO. 17 T R U N K H I G H W A Y N O . 2 1 2 BLUFF CREEK BLVD.MILLS DR. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 30' BUILDING SETBACK30' BUILDING SETBACK 3 0 ' B U I L D I N G S E T B A C K 3 0 ' B U I L D I N G S E T B A C K 1 0 ' P A R K I N G S E T B A C K 1 0 ' P A R K I N G S E T B A C K 20' PARKING SETBACK 10' PARKING SETBACK R E T A I L R E T A I L A N C H O R R E S T R E T A I L R E T A I L OFFICE R E T A I L R E T A I L R E T A I L O F F I C E R E T A I L DAYCARE R E T A I L REST R E T A I L RETAIL R E T A I L R E T A I L O F F I C E PARKING RAMP BROWNSTONES R E T A I L 1 8 , 0 0 0 S . F . 1 8 , 0 0 0 S . F . 8 , 0 0 0 S . F . 9 8 , 0 0 0 S . F . 6 , 0 0 0 S . F . 6 , 5 0 0 S . F . 1 2 , 0 0 0 S . F . 6 , 5 0 0 S . F . 5 0 , 0 0 0 S . F . 25,000 S.F. x 2 STOR I E S 25,000 S.F. 1 6 , 0 0 0 S . F . 1 6 , 0 0 0 S . F . 6 , 5 0 0 S . F . 1 0 , 0 0 0 S . F . 1 0 , 0 0 0 S . F . 1 2 , 0 0 0 S . F . 1 0 , 0 0 0 S . F . 16,000 S.F. 8 , 0 0 0 S . F . 45,000 S.F.x 5 STORIES8,600 S.F.x 2 STORIES R E T A I L REST R E T A I L R E T A I L R E S T R E T A I L R E S T FLATSBROWNSTONES 6 , 5 0 0 S . F . 7,000 S.F. 2 5 , 0 0 0 S . F . x 2 S T O R I E S 8 , 0 0 0 S . F . 8,000 S.F. 2 5 , 0 0 0 S . F . x 2 S T O R I E S 10,000 S.F. x 2 STORIES16,000 S.F.SENIOR HOUSING SENIOR HOUSING HOTEL 40,000 S.F. x 3 STORIES21,000 S.F. x 3 STORIES 13,000 S.F. x 3 STORIES R E T A I L 7 , 0 0 0 S . F . NW PONDNWL=891.0100-YR HWL = 896.7WETLAND 3 W E T L A N D 4 P O N D N W L = 9 1 0 . 0 EAST POND NWL=904.0 100-YR HWL = 908.7 WETLAND10 O U T L O T B L O T 2 L O T 1 L O T 3 L O T 4 L O T 5 LOT 6LOT 7OUTLOT A OUTLOT C LOT 1 LOT 2 L O T 1 L O T 2 L O T 3 L O T 4 L O T 5 L O T 6 LOT 1 L O T 1 LOT 2 S U N S E T T R A I L 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+0018+0019+0020+00 2 1 + 0 0 2 2 + 0 0 2 3 + 0 0 2 4 + 0 0 2 5 + 0 0 2 6 + 0 0 2 7 + 0 0 2 8 + 0 0 2 9 + 0 0 3 0 + 0 0 3 1 + 0 0 3 2 + 0 0 3 3 + 0 0 3 4 + 0 0 3 5 + 0 0 3 6 + 0 0 3 7 + 0 0 3 8 + 0 0 3 8 + 1 2 8 3 1 5 C A S C A D E D R I V E S U I T E 1 6 5 E D E N P R A I R I E , M N 5 5 3 4 4 C I V I L & L A N D S C A P E T I T L E S H E E T E X I S T I N G C O N D I T I O N S P R E L I M I N A R Y P L A T T R E E P R E S E R V A T I O N T R E E I N V E N T O R Y O V E R A L L S I T E P L A N T Y P I C A L S T R E E T S E C T I O N S T Y P I C A L S T R E E T S E C T I O N S P H A S E 1 M A S S G R A D I N G , D R A I N A G E , & E R O S I O N C O N T R O L S W P P P N O T E S U L T I M A T E G R A D I N G , P A V I N G , & D R A I N A G E P H A S E 1 O V E R A L L U T I L I T I E S P H A S E 1 U T I L I T Y S T R U C T U R E D A T A U L T I M A T E U T I L I T I E S T R E E P L A N T I N G P L A N U N D E R S T O R Y A N D S E E D I N G P L A N L A N D S C A P E D E T A I L S C 0 . 1 C 1 . 1 C 1 . 2 C 1 . 3 C 1 . 4 C 2 . 1 C 2 . 2 C 2 . 3 C 3 . 1 C 3 . 2 C 3 . 3 C 4 . 1 C 4 . 2 C 4 . 3 L 2 . 1 L 2 . 2 L 7 . 1 P l a n s s e n t t o D e s c r i p t i o n E X P A N D E D S U B M I T T A L H I S T O R Y D a t e R e v i s i o n R e v i e w e d b y C I T Y S U B M I T T A L S E S 1 4 A P R 2 0 1 7 P R O J E C T N O . F I L E N A M E I F T H E S I G N A T U R E , S E A L O R F O U R L I N E S D I R E C T L Y A B O V E A R E N O T V I S I B L E , T H I S S H E E T H A S B E E N R E P R O D U C E D B E Y O N D I N T E N D E D R E A D A B I L I T Y A N D I S N O L O N G E R A V A L I D D O C U M E N T . P L E A S E C O N T A C T T H E E N G I N E E R T O R E Q U E S T A D D I T I O N A L D O C U M E N T S . B Y D A T E D A T E I S S U E / R E V I S I O N R E V I E W C O N T A C T E N G I N E E R F O R A N Y P R I O R H I S T O R Y T I T L E S H E E T P R O J E C T S H E E T I N D E X I S S U E / R E V I S I O N H I S T O R Y C E R T I F I C A T I O N P R O J E C T M A N A G E R R E V I E W LANDFORMc L a n d f o r m Π a n d S i t e t o F i n i s h Π a r e r e g i s t e r e d s e r v i c e m a r k s o f L a n d f o r m P r o f e s s i o n a l S e r v i c e s , L L C . O W N E R M U N I C I P A L I T Y S E S 0 4 . 1 4 . 2 0 1 7 0 4 . 1 4 . 2 0 1 7 S C D 1 4 0 0 1 2017 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 w a s p r e p a r e d b y m e , o r u n d e r m y d i 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 L i 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 l a w s o f t h e s t a t e o f M I N N E S O T A . S i g n a t u r e s h o w n i s a d i g i t a l r e p r o d u c t i o n o f o r i g i n a l . W e t s i g n e d c o p y o f t h i s p l a n o n f i l e a t L a n d f o r m P r o f e s s i o n a l S e r v i c e s , L L C o f f i c e a n d i s a v a i l a b l e u p o n r e q u e s t . S t e v e n E . S a b r a s k i L i c e n s e N o : D a t e : T H E P R O P E R T Y I S Z O N E D P U D - R E G I O N A L L I F E S T Y L E B U I L D I N G S E T B A C K I N F O R M A T I O N I S A S F O L L O W S : F R O N T Y A R D = 5 F T . R E A R = 5 F T . R E S I D E N T I A L = 3 0 F T . P U D E X T E R I O R = 3 0 F T . B L U F F C R E E K = 4 0 F T . P A R K I N G S E T B A C K I N F O R M A T I O N I S A S F O L L O W S : F R O N T Y A R D = 1 0 F T . R E A R = 1 0 F T . S I D E = 1 0 F T . R E S I D E N T I A L = 2 0 F T . L O T C O V E R A G E I N F O R M A T I O N I S A S F O L L O W S : L O T A R E A M I N I M U M = 1 0 , 0 0 0 S . F = 0 . 2 3 A C R E L O T W I D T H M I N I M U M = 1 0 0 F T . T O T A L S I T E A R E A = 5 , 2 2 1 , 5 3 7 S . F . = 1 1 9 . 8 7 A C R E S ( 1 1 . 7 0 A c ) I M P E R V I O U S P E R V I O U S T O T A L 5 0 4 , 1 3 1 3 0 9 , 0 4 9 1 9 5 , 0 8 2 S . F . S . F . S . F . ( 1 1 9 . 8 7 A c ) I M P E R V I O U S P R O P O S E D ( R . O . W . ) : T O T A L P E R V I O U S E X I S T I N G : 5 , 2 2 1 , 5 3 7 1 6 6 , 5 1 9 5 , 0 5 5 , 0 1 8 S . F . S . F . S . F . 1 0 0 . 0 % 6 1 . 3 % 3 8 . 7 % 1 0 0 . 0 % 3 . 1 % 9 6 . 9 % O B T A I N A L L N E C E S S A R Y P E R M I T S F O R C O N S T R U C T I O N W I T H I N , O R U S E O F , P U B L I C R I G H T - O F - W A Y . T H E D I G I T A L F I L E , W H I C H C A N B E O B T A I N E D F R O M T H E E N G I N E E R , S H A L L B E U S E D F O R S T A K I N G . D I S C R E P A N C I E S B E T W E E N T H E D R A W I N G S A N D T H E D I G I T A L F I L E S H A L L B E R E P O R T E D T O T H E E N G I N E E R . T H E B U I L D I N G F O O T P R I N T , A S S H O W N O N T H E S E D R A W I N G S , A N D T H E D I G I T A L F I L E , S H A L L B E C O M P A R E D T O T H E S T R U C T U R A L D R A W I N G S P R I O R T O S T A K I N G . B U I L D I N G L A Y O U T A N G L E S A R E P A R A L L E L W I T H O R P E R P E N D I C U L A R T O T H E P R O P E R T Y L I N E A T T H E L O C A T I O N I N D I C A T E D . D I M E N S I O N S S H O W N A R E T O F A C E O F C U R B A N D E X T E R I O R F A C E O F B U I L D I N G U N L E S S N O T E D O T H E R W I S E . D E L I N E A T E P A R K I N G S T A L L S W I T H A 4 - I N C H W I D E W H I T E P A I N T E D S T R I P E . D E L I N E A T E A C C E S S A I S L E S W I T H 4 - I N C H W I D E W H I T E P A I N T E D S T R I P E S 1 8 I N C H E S O N C E N T E R A N D A T 4 5 D E G R E E A N G L E T O D I R E C T I O N O F T R A V E L . D E V E L O P M E N T I D E N T I F I C A T I O N S I G N S A L L A R E A S O U T S I D E P R O P O S E D R I G H T - O F - W A Y A R E S C H E M A T I C A N D S U B J E C T T O C H A N G E . 2 . 3 . 4 . 5 . 6 . 8 . G R E E N S P A C E ( L A N D S C A P E A R E A ) G E N E R A L N O T E S A R E A S U M M A R Y Z O N I N G A N D S E T B A C K S U M M A R Y S I T E P L A N N O T E S F O R C O N S T R U C T I O N S T A K I N G A N D S U R V E Y I N G S E R V I C E S C O N T A C T L A N D F O R M P R O F E S S I O N A L S E R V I C E S A T 6 1 2 . 2 5 2 . 9 0 7 0 . 1 . ( 1 1 9 . 8 7 A c ) I M P E R V I O U S P E R V I O U S T O T A L 5 , 2 2 1 , 5 3 7 3 , 0 9 0 , 4 5 1 2 , 1 3 1 , 0 8 6 S . F . S . F . S . F . P R O P O S E D ( T O T A L ) : 1 0 0 . 0 % 5 9 . 1 % 4 0 . 9 % 7 BLUFF CREEK BOULEVARD TYPICAL SECTION BLUFF CREEK BOULEVARD JUST WEST OF CENTRAL ROAD WESTERN ROUNDABOUT EASTERN ROUNDABOUT STA. 10+00 TO STA. 16+00 STA. 18+00 TO STA. 19+70 STA. 25+20 TO STA. 28+60 BLUFF CREEK BOULEVARD AT POWERS BLVD ENTRANCE ȭ BLUFF CREEK 16' THRU LANE 8.5'-20' BLVD. 10' BIT. TRAIL 4' CONC. MEDIAN 80'-114' 14' TURN LANE 12' THRU LANE 14' TURN LANE 8.5' BLVD. 10' BIT. TRAIL STA. 32+00 TO STA. 35+00 ȭ BLUFF CREEK 3'-13' PLANTED MEDIAN 16' THRU LANE 8.5' BLVD. 10' BIT. TRAIL 16' THRU LANE 8.5' BLVD. 10' BIT. TRAIL 81-91' 0.0250.0250.02 0.02 STA. 20+35 TO STA. 22+15 ȭ BLUFF CREEK 7' CONC. MEDIAN 16' THRU LANE 8.5' BLVD. 10' BIT. TRAIL 16' THRU LANE 8.5' BLVD. 10' BIT. TRAIL 91' 0.025 0.020.02 12' TURN LANE 0.025 STA. 22+80 TO STA. 24+60 BLUFF CREEK BOULEVARD JUST EAST OF CENTRAL ROAD 0.025 0.020.02 0.025 B618 CURB (TYP) 20' LANE 12' MOUNTABLE APRON 20' LANE 12' MOUNTABLE APRON 66' LANDSCAPED CENTRAL ISLAND 130' 0.0250.0250.025 0.025 DESIGN S CURB (TYP) 1'1' 1'1' ȭ BLUFF CREEK 7' CONC. MEDIAN 16' THRU LANE 8.5' BLVD. 10' BIT. TRAIL 16' THRU LANE 8.5' BLVD. 10' BIT. TRAIL 91' 0.0250.02 0.02 12' TURN LANE 0.025 1'1'1'1' 20' LANE 12' MOUNTABLE APRON 20' LANE 12' MOUNTABLE APRON 66' LANDSCAPED CENTRAL ISLAND 130' 0.0250.0250.025 0.025 DESIGN S CURB (TYP) 0.025 2' CONC. MAINTENANCE STRIP (TYP. BOTH SIDES OF PLANTED MEDIANS) 2' CONC. MAINTENANCE STRIP (TYP. PERIMETER OF LANDSCAPED CENTRAL ISLANDS) 8315 CASCADE DRIVE SUITE 165 EDEN PRAIRIE, MN 55344 CIVIL & LANDSCAPE TITLE SHEET EXISTING CONDITIONS PRELIMINARY PLAT TREE PRESERVATION TREE INVENTORY OVERALL SITE PLAN TYPICAL STREET SECTIONS TYPICAL STREET SECTIONS PHASE 1 MASS GRADING, DRAINAGE, & EROSION CONTROL SWPPP NOTES ULTIMATE GRADING, PAVING, & DRAINAGE PHASE 1 OVERALL UTILITIES PHASE 1 UTILITY STRUCTURE DATA ULTIMATE UTILITIES TREE PLANTING PLAN UNDERSTORY AND SEEDING PLAN LANDSCAPE DETAILS C0.1 C1.1 C1.2 C1.3 C1.4 C2.1 C2.2 C2.3 C3.1 C3.2 C3.3 C4.1 C4.2 C4.3 L2.1 L2.2 L7.1 CITY SUBMITTAL SES14 APR 2017 PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. BY DATE DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY TITLESHEET PROJECT SHEET INDEX ISSUE / REVISION HISTORY CERTIFICATION PROJECT MANAGER REVIEW L A N D F O R M c Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. OWNER MUNICIPALITY SES 04.14.2017 04.14.2017 SCD14001 2 0 1 7 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No:Date: C202SCD001.DWG TYPICAL STREET SECTIONSC2.2 SUNSET TRAIL TYPICAL SECTION MILLS DRIVE TYPICAL SECTION ȭ SUNSET TRAIL 15' THRU LANE 15' THRU LANE 8.5' BLVD. 10' BIT. TRAIL 84' 0.0250.0250.02 ȭ AVIENDA PARKWAY 12' THRU LANE 10.5' BLVD. 10' BIT. TRAIL 12' THRU LANE 14.5' BLVD. 6' CONC. TRAIL 80' 0.025 0.020.02 0.025 AVIENDA PARKWAY TYPICAL SECTION B618 CURB (TYP) 19.5' 1'1'1' 14.5' THRU LANE 14.5' THRU LANE 0.025 0.025 8.0' BLVD. 5' CONC. TRAIL 0.02 2' 15' 60' ȭ MILLS DRIVE 12' TURN LANE 14' TURN LANE 8315 CASCADE DRIVE SUITE 165 EDEN PRAIRIE, MN 55344 CIVIL & LANDSCAPE TITLE SHEET EXISTING CONDITIONS PRELIMINARY PLAT TREE PRESERVATION TREE INVENTORY OVERALL SITE PLAN TYPICAL STREET SECTIONS TYPICAL STREET SECTIONS PHASE 1 MASS GRADING, DRAINAGE, & EROSION CONTROL SWPPP NOTES ULTIMATE GRADING, PAVING, & DRAINAGE PHASE 1 OVERALL UTILITIES PHASE 1 UTILITY STRUCTURE DATA ULTIMATE UTILITIES TREE PLANTING PLAN UNDERSTORY AND SEEDING PLAN LANDSCAPE DETAILS C0.1 C1.1 C1.2 C1.3 C1.4 C2.1 C2.2 C2.3 C3.1 C3.2 C3.3 C4.1 C4.2 C4.3 L2.1 L2.2 L7.1 CITY SUBMITTAL SES14 APR 2017 PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. BY DATE DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY TITLESHEET PROJECT SHEET INDEX ISSUE / REVISION HISTORY CERTIFICATION PROJECT MANAGER REVIEW L A N D F O R M c Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. OWNER MUNICIPALITY SES 04.14.2017 04.14.2017 SCD14001 2 0 1 7 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No:Date: C203SCD001.DWG TYPICAL STREET SECTIONSC2.3 X X X X X X X X X X I I I I I I I I I I I I > I X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X C.S.A.H.NO.18 LYMAN BOULEVARD P O W E R S B O U L E V A R D S U N S E T T R A I L C .S .A .H . N O . 1 7 T R U N K H I G H W A Y N O .2 1 2 B L U F F C R E E K B L V D . MILLS DR. B-3 B-2B-1 B-4 B-5 B-6 B-7 B-8 B-9 B-10 B-12B-11 B-13 B-14 B-15 B-16 B-17 B-18 B-19 B-20 B-21B-22B-23B-24 B-25 B-26 B-27 B-28 B-29 B-30 B-31 B-32 > > > > >> > > < < TEMP RETAIL R E T A I L A N C H O R R E S T RETAIL RETAIL OFFICE RETAIL RETAIL RETAIL O F F I C E RETAIL D A Y C A R E RETAIL R E S T RETAIL RETAIL RETAILRETAIL OFFICE PARKING RAMP BROWNSTONES R E T A I L 18,000 S.F. 18,000 S.F. 8,000 S.F. 9 8 ,0 0 0 S .F . 6 , 0 0 0 S . F . 6,500 S.F. 1 2 , 0 0 0 S . F . 6,500 S.F. 50,000 S.F. 25,000 S.F.x 2 STORIES 25,000 S.F. 16,000 S.F.16,000 S.F. 6,500 S.F. 10,000 S.F. 10,000 S.F. 12,000 S.F. 10,000 S.F. 1 6 ,0 0 0 S .F . 8 , 0 0 0 S . F . 45,000 S.F. x 5 STORIES 8,600 S.F. x 2 STORIES RETAIL R E S T RETAILRETAIL R E S T R E T A I L R E S T FLATS BROWNSTONES 6,500 S.F. 7 ,0 0 0 S .F . 25,000 S.F.x 2 STORIES 8 , 0 0 0 S . F . 8 ,0 0 0 S .F . 2 5 , 0 0 0 S . F . x 2 S T O R I E S 10,000 S.F.x 2 STORIES 1 6 , 0 0 0 S . F . S E N I O R H O U S I N G SENIOR HOUSING H O T E L 4 0 ,0 0 0 S .F .x 3 S T O R I E S 21,000 S.F. x 3 STORIES 1 3 ,0 0 0 S .F . x 3 S T O R I E S RETAIL 7,000 S.F. FFE=915.0 FFE=915.0FFE=915.0 FFE=915.0 FFE=915.0 FFE=915.0 F F E =9 1 5 .0 F F E = 9 1 5 . 0 FFE=915.0 FFE=921.0 FFE=919.0 FFE=918.0 FFE=902.0 F F E =9 0 2 .0 FFE=915.0 FFE=908.0 FFE=919.0 FFE=919.0 FFE=919.0 FFE=902.0 FFE=902.0 F F E =9 1 5 .0 F F E =9 0 9 .0 F F E = 9 0 7 . 0 F F E =9 1 3 .0 F F E = 9 1 3 . 0 F F E = 9 1 3 . 0 F F E = 9 1 5 . 0 F F E =9 2 1 .0FFE=921.0 B A S I N 3 B O T . E L E V = 9 1 5 .1 BASIN 4 BOT. ELEV = 915.1 WETLAND 3 WETLAND 4 WETLAND 10 OUTLOT B LOT 2 LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 OUTLOT A OUTLOT C LOT 1 LOT 2 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 BLOCK 3 LOT 1 LOT 2 BLOCK 2 BLOCK 1 BLOCK 5 BLOCK 4 FLOATING HEADSKIMMER (TEMP.)(TYP.) FLOATING HEADSKIMMER (TEMP.)(TYP.) TOPSOIL STOCKPILE WA VEHICLETRACKINGPAD VECHICLETRACKINGPAD 8315 CASCADE DRIVE SUITE 165 EDEN PRAIRIE, MN 55344 CIVIL & LANDSCAPE TITLE SHEET EXISTING CONDITIONS PRELIMINARY PLAT TREE PRESERVATION TREE INVENTORY OVERALL SITE PLAN TYPICAL STREET SECTIONS TYPICAL STREET SECTIONS PHASE 1 MASS GRADING, DRAINAGE, & EROSION CONTROL SWPPP NOTES ULTIMATE GRADING, PAVING, & DRAINAGE PHASE 1 OVERALL UTILITIES PHASE 1 UTILITY STRUCTURE DATA ULTIMATE UTILITIES TREE PLANTING PLAN UNDERSTORY AND SEEDING PLAN LANDSCAPE DETAILS C0.1 C1.1 C1.2 C1.3 C1.4 C2.1 C2.2 C2.3 C3.1 C3.2 C3.3 C4.1 C4.2 C4.3 L2.1 L2.2 L7.1 CITY SUBMITTAL SES14 APR 2017 PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. BY DATE DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY TITLESHEET PROJECT SHEET INDEX ISSUE / REVISION HISTORY CERTIFICATION PROJECT MANAGER REVIEW L A N D F O R M c Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. OWNER MUNICIPALITY SES 04.14.2017 04.14.2017 SCD14001 2 0 1 7 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No:Date: NORTH 0 100 200 C301SCD001.DWG PHASE 1 MASS GRADING, DRAINAGE, & EROSION CONTROLC3.1 T/W XXX.XX B/W XXX.XX CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING GRADING. REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, DATED APRIL 12, 2017, FOR ADDITIONAL INFORMATION ON BACKFILL MATERIAL AND GROUNDWATER CONDITIONS. REMOVE TOPSOIL FROM GRADING AREAS AND STOCKPILE SUFFICIENT QUANTITY FOR REUSE. REMOVE SURFACE AND GROUND WATER FROM EXCAVATIONS. PROVIDE INITIAL LIFTS OF STABLE FOUNDATION MATERIAL IF EXPOSED SOILS ARE WET AND UNSTABLE. ROUGH GRADE BUILDING PADS TO 12 INCHES BELOW FINISHED FLOOR ELEVATION (FFE). REFER TO STRUCTURAL SPECIFICATIONS FOR EARTHWORK REQUIREMENTS FOR BUILDING PADS. AN INDEPENDENT TESTING FIRM SHALL VERIFY THE REMOVAL OF ORGANIC AND UNSUITABLE SOILS, SOIL CORRECTION, AND COMPACTION AND PROVIDE PERIODIC REPORTS TO THE OWNER. PLACE AND COMPACT FILL USING LIFT THICKNESSES MATCHED TO SOIL TYPE AND COMPACTION EQUIPMENT TO OBTAIN SPECIFIED COMPACTION THROUGHOUT THE LIFT. COMPACT COHESIVE SOILS IN PAVED AREAS TO 95% OF MAXIMUM DRY DENSITY, STANDARD PROCTOR (ASTM D698) EXCEPT THE TOP 3 FEET WHICH SHALL BE COMPACTED TO 100%. COMPACT TO 98% DENSITY WHERE FILL DEPTH EXCEEDS 10 FEET. THE SOILS SHALL BE WITHIN 3% OF OPTIMUM MOISTURE CONTENT. IN GRANULAR SOILS ALL PORTIONS OF THE EMBANKMENT SHALL BE COMPACTED TO NOT LESS THAN 95% OF MODIFIED PROCTOR DENSITY (ASTM D1557). COORDINATE WITH ARCHITECTURAL FOR BUILDING STOOP LOCATIONS. SLOPES SHOWN ON ADJACENT WALKS AND PAVEMENTS SHOULD CONTINUE OVER STOOPS. AVOID SOIL COMPACTION OF INFILTRATION PRACTICES. ANY EQUIPMENT USED IN INFILTRATION AREAS SHOULD BE SMALL SCALED AND TRACKED. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO BEGINNING WORK AND MAINTAIN FOR DURATION OF CONSTRUCTION. REMOVE CONTROLS AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLY STABILIZED AND DISPOSE OF OFF SITE. LIMIT SOIL DISTURBANCE TO THE GRADING LIMITS SHOWN. SCHEDULE OPERATIONS TO MINIMIZE LENGTH OF EXPOSURE OF DISTURBED AREAS. MANAGEMENT PRACTICES SHOWN ARE THE MINIMUM REQUIREMENT. INSTALL AND MAINTAIN ADDITIONAL CONTROLS AS WORK PROCEEDS TO PREVENT EROSION AND CONTROL SEDIMENT CARRIED BY WIND OR WATER. REFER TO SWPPP NOTES ON SHEET C3.2 FOR ADDITIONAL REQUIREMENTS. EXCAVATE PONDS EARLY IN THE CONSTRUCTION SEQUENCE. REMOVE SEDIMENT FROM PONDS PERIODICALLY AND AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLY STABILIZED. CONTRACTOR SHALL PREVENT SEDIMENT LADEN WATER FROM ENTERING THE INFILTRATION SYSTEM UNTIL THE SITE IS COMPLETELY STABILIZED. ALL EXPOSED SOILS AREAS SHALL BE STABILIZED IMMEDIATELY TO LIMIT SOIL EROSION IN THAT PORTION OF THE SITE WHERE CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED. SEED, SOD, MULCH AND FERTILIZER SHALL MEET THE FOLLOWING SPECIFICATIONS, AS MODIFIED. ITEM SPECIFICATION NUMBER SOD MNDOT 3878 SEED MNDOT 3876 MN TYPE 22-111 @ 30.5 LB/AC - TEMPORARY EROSION CONTROL MN TYPE 25-151 @ 120 LB/AC - PERMANENT TURF MULCH MNDOT 3882 (MNDOT TYPE 1 @ 2 TON/AC, DISC ANCHORED) FERTILIZER MNDOT 3881 GENERAL PLACEMENT MNDOT 2575 SEE LANDSCAPE SHEETS FOR PERMANENT TURF AND LANDSCAPE ESTABLISHMENT. SCRAPE ADJACENT STREETS CLEAN DAILY AND SWEEP CLEAN WEEKLY. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. PROVIDE STRUCTURAL DESIGN OF RETAINING WALLS, FOLLOWING LANDFORM RETAINING WALL SPECIFICATIONS FOR MINIMUM DESIGN AND PERFORMANCE. PROVIDE CONSTRUCTION OF WALLS IN ACCORDANCE WITH APPROVED DESIGN. CONFIRM ARCHITECTURAL REQUIREMENTS FOR WALL UNITS WITH OWNER. SUBMIT DESIGN TO CITY FOR APPROVAL PRIOR TO BUILDING PERMIT ISSUANCE. PROVIDE COORDINATION AND ASSURANCE THAT RELATED WORK CONSTRUCTED WITHIN THE REINFORCED EARTH ZONE; INCLUDING FENCES, UNDERGROUND UTILITIES, GUARD RAILS, ETC.; IS IN ACCORDANCE WITH APPROVED DESIGN AND DOES NO DAMAGE TO REINFORCING ELEMENTS OF THE RETAINING WALL. 23. 24. 25. 26. GRADING NOTES GENERAL NOTES RETAINING WALL NOTES LEGEND :INLET PROTECTION :SILT FENCE :VEHICLE TRACKING PAD ESTIMATED QUANTITY 146 EACH 2 EACH 13,144 FEET SYMBOL DESCRIPTION EROSION PREVENTION AND SEDIMENT CONTROL NOTES FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT 612.252.9070. 1. :PROPOSED BUILDING PAD TEMPORARY BASIN CALCULATIONS BASIN DRAINAGE AREA (Ac) REQUIRED VOLUME (CF) PROVIDED VOLUME (CF) 1 7.26 26,142 52,094 2 8.56 30,833 373,079 3 1.39 5,001 9,554 4 1.09 3,933 13,965 5 1.10 3,947 25,364 6 7.57 27,266 34,140 7 4.49 16,172 47,199 8 1.01 3,627 21,579 9 1.71 6,149 32,779 10 4.71 16,941 19,024 11 1.64 5,914 6,049 12 2.31 8,304 8,552 13 2.14 7,716 16,820 14 2.86 10,280 16,820 15 20.79 74,861 92,976 16 2.75 9,888 261,584 WA :TOP OF WALL :BOTTOM OF WALL :CONCRETE WASHOUT STORMWATER POLLUTION PREVENTION MANAGEMENT MEASURES EROSION PREVENTION AND SEDIMENT CONTROL SITE EVALUATION/ASSESSMENT/PLANNING OWNER/OPERATOR MUST DEVELOP POLLUTION PREVENTION MANAGEMENT MEASURES, IMPLEMENT GOOD HOUSEKEEPING BMPS, MUST FOLLOW ALL APPLICABLE FEDERAL, STATE, AND LOCAL BUILDING CODES, OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA), AND THE GENERAL CONDITIONS AND GENERAL REQUIREMENTS OF THE CONSTRUCTION CONTRACT. THE OPERATOR SHALL MINIMIZE THE EXPOSURE TO STORMWATER OF ANY OF THE PRODUCTS, MATERIAL, OR WASTES STORED ON SITE. BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS MUST BE UNDER COVER. CHEMICALS AND LANDSCAPE MATERIALS SHALL BE UNDER COVER TO PREVENT THE DISCHARGE OF POLLUTANTS. OPERATOR TO TRACK PROGRESS OF THE FOLLOWING ITEMS ON SITE MAPS: x PORTABLE TOILETS x MATERIAL STORAGE AREAS x VEHICLE AND EQUIPMENT FUELING AND MAINTENANCE AREAS x CONCRETE WASHOUTS x PAINT AND STUCCO WASHOUTS x DUMPSTERS OR OTHER TRASH AND DEBRIS CONTAINERS x SPILL KITS x STOCKPILES x ANY OTHER NON-STRUCTURAL NON-STORM WATER MANAGEMENT BMPS x ANY TEMPORARILY REMOVED STRUCTURAL BMPS x ANY CHANGES TO THE STRUCTURAL BMPS SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. HAZARDOUS WASTE: OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE OR MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER. CONCRETE AND OTHER WASHOUT WASTE: OPERATOR MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THE CONTAINMENT MUST BE DESIGNED SO THAT IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA RULES. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO UTILIZE THE PROPER FACILITIES FOR DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES. EXTERNAL VEHICLE WASHING: EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. INSPECTIONS AND MAINTENANCE 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. SEE GRADING, DRAINAGE, PAVING AND EROSION CONTROL SHEETS FOR THE LOCATION AND TYPE OF TEMPORARY EROSION PREVENTION AND SEDIMENT CONTROL BMPS. SEE GRADING AND DRAINAGE, UTILITY, AND LANDSCAPE SHEETS FOR THE LOCATION AND TYPE OF PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS. MINIMIZE DISTURBED AREAS AND PROTECT NATURAL FEATURES AND SOIL APPROPRIATE CONSTRUCTION PRACTICES (E.G. CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING) SHALL BE USED TO MINIMIZE EROSION. AREAS NOT TO BE DISTURBED WILL BE DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE ETC.) BEFORE WORK BEGINS. OPERATOR SHALL DEVELOP METHODS TO MINIMIZE SOIL COMPACTION OUTSIDE OF BUILDING PADS, PAVEMENT AREAS AND UTILIITY TRENCHES AND SHALL USE TRACKED EQUIPMENT WHEREVER PRACTICABLE. TOPSOIL SHALL BE SALVAGED AND REUSED TO THE EXTENT PRACTICABLE. PHASE CONSTRUCTION ACTIVITY SEDIMENT CONTROL PRACTICES SHALL BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED IN ACCORDANCE WITH THE PERMIT. THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. CONTROL STORM WATER FLOWING ONTO AND THROUGH THE PROJECT THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE SITE, SHALL BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE INTO ANY SURFACE WATER. STABILIZATION OF THE LAST 200 LINEAL FEET SHALL BE COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER. STABILIZATION OF THE REMAINING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES OR SWALES SHALL BE COMPLETE WITHIN 14 DAYS AFTER CONNECTING TO A SURFACE WATER AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING USED AS A SEDIMENT CONTAINMENT SYSTEM (WITH PROPERLY DESIGNED ROCK DITCH CHECKS, BIO ROLLS, SILT DIKES ETC.) DO NOT NEED TO BE STABILIZED. THESE AREAS SHALL BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM. STABILIZE SOILS ALL EXPOSED SOIL AREAS (INCLUDING STOCKPILES) MUST BE STABILIZED IMMEDIATELY TO LIMIT SOIL EROSION. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) AND THE CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES ARE EXEMPT FROM THIS REQUIREMENT. TEMPORARY SOIL STOCKPILES SHALL HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS THERE IS A BYPASS IN PLACE FOR THE STORM WATER. WHEN THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF, AND FLOWS TO, A SPECIAL OR IMPAIRED WATERS, ALL EXPOSED SOIL AREAS SHALL BE STABILIZED IMMEDIATELY TO LIMIT SOIL EROSION IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. PROTECT SLOPES OPERATOR SHALL AVOID WORK ON SLOPES WITH A GRADE OF 3:1 OR GREATER WHEN PRACTICABLE. GRADING ON SLOPES WITH A GRADE OF 3:1 OR STEEPER WILL REQUIRE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING). PROTECT STORM DRAIN INLETS ALL STORM DRAIN INLETS SHALL BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. INLET PROTECTION MAY BE TEMPORARILY REMOVED IF A SPECIFIC SAFETY CONCERN HAS BEEN IDENTIFIED. ESTABLISH PERIMETER CONTROLS AND SEDIMENT BARRIERS RETAIN SEDIMENT ON-SITE AND CONTROL DEWATERING PRACTICES DEWATERING OR BASIN DRAINING OF TURBID OR SEDIMENT LADEN WATER RELATED TO CONSTRUCTION ACTIVITIES SHALL BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN OR TREATED WITH THE APPROPRIATE BMP PRIOR TO ENTERING THE SURFACE WATER. DISCHARGE SHALL NOT CAUSE NUISANCE CONDITIONS, EROSION IN RECEIVING CHANNELS, ADVERSELY AFFECT RECEIVING WATER OR IMPACT WETLANDS, OR DOWNSTREAM PROPERTIES. DISCHARGE POINTS SHALL BE ADEQUATELY PROTECTED FROM EROSION AND SCOUR BY ACCEPTED ENERGY DISSIPATION MEASURES. DISCHARGE WATER CONTAINING OIL OR GREASE SHALL BE TREATED TO REMOVE OIL OR GREASE PRIOR TO DISCHARGE TO SURFACE WATERS. REFER TO PERMIT REQUIREMENTS FOR TEMPORARY OR PERMANENT SEDIMENT BASINS. ESTABLISH STABILIZED CONSTRUCTION EXITS VEHICLE TRACKING PADS SHALL BE ESTABLISHED AS SHOWN ON THE GRADING, DRAINAGE, PAVING AND EROSION CONTROL SHEET TO MINIMIZE TRACKING OF SEDIMENT FROM THE CONSTRUCTION SITE ONTO ADJACENT STREETS. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. INSPECTIONS OF THE CONSTRUCTION SITE SHALL BE CONDUCTED ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN SEVEN (7) DAYS AFTER THAT. REFER TO THE PERMIT FOR INSPECTION AND MAINTENANCE REQUIREMENTS. INSPECTIONS SHALL INCLUDE STABILIZED AREAS, EROSION PREVENTION AND SEDIMENT CONTROL BMPS, AND INFILTRATION AREAS. BMP MAINTENANCE: x FOLLOW THE DESIGNER'S OR MANUFACTURER'S RECOMMENDED MAINTENANCE PROCEDURES FOR ALL BMPS. x REMOVE SEDIMENT FROM BMPS WHEN THE DEPTH OF SEDIMENT HAS REACHED 1/2 THE HEIGHT OF THE BMP AND PROPERLY DISPOSE OF SEDIMENT INTO CONTROLLED AREAS TO PREVENT SOIL FROM RETURNING TO THE BMP DURING SUBSEQUENT RAIN EVENTS. x REMOVE SEDIMENT FROM PAVED ROADWAYS AND FROM AROUND BMPS PROTECTING STORM DRAIN INLETS. x ENSURE THAT CONSTRUCTION SUPPORT ACTIVITIES, INCLUDING BORROW AREAS, WASTE AREAS, CONTRACTOR WORK AREAS, AND MATERIAL STORAGE AREAS AND DEDICATED CONCRETE AND ASPHALT BATCH PLANTS ARE CLEANED AND MAINTAINED. x REPLACE DAMAGED BMPS THAT NO LONGER OPERATE EFFECTIVELY. 1. 2. 3. RECORDKEEPING/RECORD RETENTION THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS SHALL BE KEPT AT THE SITE DURING CONSTRUCTION BY THE OWNER/OPERATOR WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS. ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION (NOT). THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT. THE FOLLOWING IS A LIST OF RECORDS THAT SHALL BE KEPT AT THE PROJECT SITE AVAILABLE FOR INSPECTORS TO REVIEW: x COPY OF THE SWPPP, WITH ANY MODIFICATIONS x INSPECTION AND MAINTENANCE RECORDS x PERMANENT OPERATION AND MAINTENANCE AGREEMENTS x CALCULATIONS FOR THE DESIGN OF TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS x ANY OTHER PERMITS REQUIRED FOR THE PROJECT x RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION x ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND x ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. 1. 2. 3. LOG OF CHANGES TO THE SWPPP/AMENDMENTS THE OWNER/OPERATOR(S) MUST AMEND THE SWPPP AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS, DESIGNED TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS AS DETAILED IN THE PERMIT. 1. FINAL STABILIZATION THE OWNER/OPERATOR(S) MUST ENSURE FINAL STABILIZATION OF THE SITE. FINAL STABILIZATION AS DEFINED IN THE PERMIT. 1. POST CONSTRUCTION BMPS SEE GRADING AND DRAINAGE, UTILITY, AND LANDSCAPE SHEETS FOR POST CONSTRUCTION BMPS.1. TERMINATION OF COVERAGE OWNER/OPERATOR(S) WISHING TO TERMINATE COVERAGE UNDER THIS PERMIT MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA. COMPLIANCE WITH THIS PERMIT IS REQUIRED UNTIL A NOT IS SUBMITTED. REFER TO THE PERMIT FOR DETAILS. 1. CONTACT INFORMATION/RESPONSIBLE PARTIES THE OPERATOR SHALL HAVE PRIMARY RESPONSIBILITY AND SIGNIFICANT AUTHORITY FOR THE DEVELOPMENT, IMPLEMENTATION, MAINTENANCE, INSPECTION AND AMENDMENTS TO THE APPROVED SWPPP. DUTIES INCLUDE BUT ARE NOT LIMITED TO: x ENSURING FULL COMPLIANCE WITH THE SWPPP AND THE PERMIT x IMPLEMENTING ALL ELEMENTS OF THE SWPPP, INCLUDING BUT NOT LIMITED TO: xx IMPLEMENTING PROMPT AND EFFECTIVE EROSION AND SEDIMENT CONTROL MEASURES xx IMPLEMENTING ALL NON-STORM WATER MANAGEMENT, AND GOOD HOUSEKEEPING BMPS ENSURING THAT NO MATERIALS OTHER THAN STORM WATER ARE DISCHARGED IN QUANTITIES, WHICH WILL HAVE AN ADVERSE EFFECT ON RECEIVING WATERS OR STORM DRAIN SYSTEMS, ETC. x CONDUCTING ROUTINE INSPECTIONS AND MAINTENANCE x ENSURING ELIMINATION OF ALL UNAUTHORIZED DISCHARGES x COORDINATING TO ASSURE ALL OF THE NECESSARY CORRECTIONS/REPAIRS ARE MADE IMMEDIATELY, AND THAT THE PROJECT COMPLIES WITH THE SWPPP, THE PERMIT, AND APPROVED PLANS AT ALL TIMES. 1. SWPPP CONTACT AND TRAINING INFORMATION OWNER: LEVEL 7 DEVELOPMENT, LLC OPERATOR: TO BE DETERMINED. CONTACT OWNER UNTIL CONTRACTOR IS SELECTED. LONG TERM MAINTENANCE AND OPERATION: TO BE DETERMINED. CONTACT OWNER UNTIL CONTRACTOR IS SELECTED. SWPPP DESIGNER: STEVE SABRASKI, P.E. LANDFORM PROFESSIONAL SERVICES 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 612-252-9070 SSABRASKI@LANDFORM.NET CERTIFICATION: U OF MN, DESIGN OF CONSTRUCTION SWPPP, EXP. MAY 31, 2019 SWPPP INSPECTOR/MANAGER: TO BE DETERMINED. CONTACT OWNER UNTIL CONTRACTOR AND SWPPP INSPECTOR/MANAGER IS SELECTED. CERTIFICATION: , EXP. BMP INSTALLATION AND REPAIR: TO BE DETERMINED. CONTACT OWNER UNTIL BMP INSTALLER AND MAINTAINER IS SELECTED. CERTIFICATION: , EXP. 1. 2. 3. 4. 5. 6. WATERS WITHIN ONE MILE OF SITE SCHEDULE OF BMP INSTALLATION AND CONSTRUCTION ACTIVITY INSTALL PERIMETER SEDIMENT CONTROL BMPS PRIOR TO START OF OTHER SITE WORK. REFER TO GRADING, DRAINAGE, PAVING AND EROSION CONTROL SHEET(S) FOR INITIAL LOCATIONS OF BMPS. CONSTRUCT TEMPORARY / PERMANENT SEDIMENTATION BASINS PRIOR TO UPLAND DISTURBANCE. INSTALL PERIMETER SEDIMENT CONTROL BMPS AROUND NORMAL WATER LEVEL. PROTECT FILTRATION AREAS WITH CONSTRUCTION FENCING. STABILIZE OUTLETS FROM TEMPORARY / PERMANENT SEDIMENTATION BASINS. PERFORM WORK IN PHASES TO MINIMIZE DISTURBED AREA AT ANY ONE TIME. STRIP TOPSOIL FROM AREAS TO BE DISTURBED AND STOCKPILE WITH PERIMETER SEDIMENT CONTROL BMPS. PROVIDE IMMEDIATE STABILIZATION. ROUGH GRADE SITE. CONSTRUCT SITE RETAINING WALLS. INSTALL UTILITIES. INSTALL SMALL UTILITIES (GAS, ELECTRIC, COMMUNICATIONS). FINAL GRADE ROADWAY AREAS AND COMPACT SUBGRADE. LAY DOWN PAVEMENT AGGREGATE AND COMPACT. INSTALL CURB AND GUTTER. BACKFILL AND STABILIZE EXPOSED SOIL. PAVE ROADWAYS, TRAILS AND WALKS. PROVIDE FINAL STABILIZATION. REMOVE TEMPORARY BMPS. CONNECT STORMWATER REUSE PRACTICES TO STORM SEWER INLETS. FUTURE WORK SHALL FOLLOW A SIMILAR SEQUENCE BUT INCLUDE BUILDING CONSTRUCTION. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. DESCRIPTION OF CONSTRUCTION ACTIVITY CONSTRUCTION ACTIVITY INCLUDES EROSION AND SEDIMENT CONTROL BMPS INSTALLATION, CLEARING AND GRUBBING, SITE GRADING, UTILITY INSTALLATION, PAVING, AND LANDSCAPING. FUTURE CONSTRUCTION ACTIVITY WILL INCLUDE EROSION AND SEDIMENT CONTROL BMPS INSTALLATION, UTILITY INSTALLATION, PAVING, BUILDING CONSTRUCTION, AND LANDSCAPING. 1. 2. STORMWATER POLLUTION MITIGATION MEASURES REQUIRED MEASURES TO MEET THE FINAL ENVIRONMENTAL REVIEW DOCUMENT ARE: x MEET THE REQUIREMENTS OF THE CITY OF CHANHASSEN SURFACE WATER MANAGEMENT PLAN. x THESE REQUIREMENTS HAVE BEEN MET IN THE DESIGN OF THIS PROJECT. REQUIRED MEASURES TO MEET THE ENDANGERED SPECIES REVIEW ARE: x AVOID TREE REMOVAL DURING BREEDING SEASON OF NORTHERN LONG-EARED BAT. REQUIRED MEASURES TO MEET THE ARCHEOLOGICAL REVIEW ARE: x THERE WILL BE NO ADVERSE IMPACT ON KNOWN OR SUSPECTED CULTURAL RESOURCES AS A RESULT OF THIS PROJECT. x NO WORK IS ANTICIPATED NEAR ARCHEOLOGICAL SITES. 1. 2. 3. IMPAIRED WATERS - REQUIRED TMDLS HAZELTINE LAKE IS IMPAIRED BASED ON THE CURRENT USEPA 303(d) CLEAN WATER ACT LIST; IS WITHIN 1 MILE OF THIS SITE; AND STORMWATER DOES NOT DISCHARGE TO IT. LAKE RILEY IS IMPAIRED BASED ON THE CURRENT USEPA 303(d) CLEAN WATER ACT LIST; IS WITHIN 1 MILE OF THIS SITE; AND STORMWATER DOES NOT DIRECTLY DISCHARGE TO IT. LAKE SUSAN IS IMPAIRED BASED ON THE CURRENT USEPA 303(d) CLEAN WATER ACT LIST; IS WITHIN 1 MILE OF THIS SITE; AND STORMWATER DOES DISCHARGE TO IT. TMDLS HAVE BEEN ESTABLISHED FOR THIS IMPAIRED WATER AS FOLLOWS: x MERCURY IN FISH TISSUE x THERE ARE NO SPECIAL CONSTRUCTION REQUIREMENTS FOR THIS IMPAIRMENT TMDLS HAVE NOT BEEN ESTABLISHED FOR THIS IMPARIED WATER AS FOLLOWS: x NUTRIENT / EUTROPHICATION BIOLOGICAL INDICATORS. x THERE ARE NO SPECIAL CONSTRUCTION REQUIREMENTS FOR THIS IMPAIRMENT BLUFF CREEK IS IMPAIRED BASED ON THE CURRENT USEPA 303(d) CLEAN WATER ACT LIST; IS WITHIN 1 MILE OF THIS SITE; AND STORMWATER DOES DISCHARGE TO IT. TMDLS HAVE BEEN ESTABLISHED FOR THIS IMPAIRED WATER AS FOLLOWS: x FISHES BIOASSESSMENTS x THERE ARE NO SPECIAL CONSTRUCTION REQUIRMENTS FOR THIS IMPAIRMENT TMDLS HAVE BEEN ESTABLISHED FOR THIS IMPAIRED WATER AS FOLLOWS: x TURBIDITY x THERE ARE NO SPECIAL CONSTRUCTION REQUIRMENTS FOR THIS IMPAIRMENT THIS SITE WILL MEET THESE TMDLS USING THE FOLLOWING METHODS: x FOLLOW PERMIT REQUIREMENTS 1. 2. 3. 4. 5. 6. 7. 8. 9. NPDES PERMIT AND SWPPP COMPONENTS THE CURRENT MN NPDES PERMIT DATED AUGUST 1, 2013 IS REFERENCED IN THIS DOCUMENT AS THE PERMIT. THE SWPPP INCLUDES THE FOLLOWING COMPONENTS: x CONSTRUCTION DOCUMENTS PREPARED BY LANDFORM x STORMWATER MANAGEMENT PLAN / NARRATIVE AND CALCULATIONS x MAINTENANCE PLAN FOR PERMANENT STORMWATER BMPS 1. 2. TEMPORARY SEDIMENTATION BASIN(S) THIS PROJECT DOES HAVE MORE THAN 5 ACRES DRAINING TO COMMON LOCATIONS TOWARD IMPAIRED WATERS AND THEREFORE TEMPORARY SEDIMENT BASINS ARE REQUIRED. TEMPORARY SEDIMENT BASINS SHALL PROVIDE TREATMENT TO RUNOFF BEFORE IT LEAVES THE CONSTRUCTION SITE OR ENTERS SURFACE WATERS. THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: A. SEDIMENTATION BASINS MUST PROVIDE LIVE STORAGE OF RUNOFF RESULTING FROM THE 2-YR 24-HR RAINFALL EVENT FROM EACH ACRE DRAINED TO THE BASIN WITH A MINIMUM OF 1,800 CF/ACRE LIVE STORAGE VOLUME. (WHERE NO CALCULATION HAS BEEN PERFORMED, EACH BASIN SHALL PROVIDE AT LEAST 3,600 CF/ACRE OF LIVE STORAGE.) SEDIMENTATION BASINS MUST INCLUDE A STABILIZED EMERGENCY OVERFLOW TO PREVENT BASIN INTEGRITY FAILURE. B. DISCHARGE FROM TEMPORARY SEDIMENTATION BASINS WILL BE WITHDRAWN FROM THE SURFACE IN ORDER TO MINIMIZE THE DISCHARGE OF POLLUTANTS. DISCHARGE FROM BASIN DRAINING SHALL NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM PROPERTIES. CONTRACTOR WILL VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND THAT NUISANCE CONDITIONS WILL NOT RESULT FROM THE DISCHARGE. ANY DISCHARGE OBSERVED TO BE OCCURRING DURING THE INSPECTION SHALL BE RECORDED, DESCRIBED, AND PHOTOGRAPHED. 1. 2. 3. 4. 8315 CASCADE DRIVE SUITE 165 EDEN PRAIRIE, MN 55344 CIVIL & LANDSCAPE TITLE SHEET EXISTING CONDITIONS PRELIMINARY PLAT TREE PRESERVATION TREE INVENTORY OVERALL SITE PLAN TYPICAL STREET SECTIONS TYPICAL STREET SECTIONS PHASE 1 MASS GRADING, DRAINAGE, & EROSION CONTROL SWPPP NOTES ULTIMATE GRADING, PAVING, & DRAINAGE PHASE 1 OVERALL UTILITIES PHASE 1 UTILITY STRUCTURE DATA ULTIMATE UTILITIES TREE PLANTING PLAN UNDERSTORY AND SEEDING PLAN LANDSCAPE DETAILS C0.1 C1.1 C1.2 C1.3 C1.4 C2.1 C2.2 C2.3 C3.1 C3.2 C3.3 C4.1 C4.2 C4.3 L2.1 L2.2 L7.1 CITY SUBMITTAL SES14 APR 2017 PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. BY DATE DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY TITLESHEET PROJECT SHEET INDEX ISSUE / REVISION HISTORY CERTIFICATION PROJECT MANAGER REVIEW L A N D F O R M c Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. OWNER MUNICIPALITY SES 04.14.2017 04.14.2017 SCD14001 2 0 1 7 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No:Date: C302SCD001.DWG SWPPP NOTESC3.2 1 MILE C.S.A.H.NO.18 LYMAN BOULEVARD P O W E R S B O U L E V A R D S U N S E T T R A I L C .S .A .H . N O . 1 7 T R U N K H I G H W A Y N O .2 1 2 B L U F F C R E E K B L V D . MILLS DR. B-3 B-2B-1 B-4 B-5 B-6 B-7 B-8 B-9 B-10 B-12B-11 B-13 B-14 B-15 B-16 B-17 B-18 B-19 B-20 B-21B-22B-23B-24 B-25 B-26 B-27 B-28 B-29 B-30 B-31 B-32 X X X X X X X X X X I I I I I I I I I I I I > I EDGE OF PLOWED FIELD EDGE OF PLOWED FIELD EDGE OF PLOWED FIELD EDGE OF PLOWED FIELD EDGE OF PLOWED FIELD EDGE OF PLOWED FIELD EDGE OF PLOWED FIELD X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 3 0 ' B U I L D I N G S E T B A C K 3 0 ' B U I L D I N G S E T B A C K 30'BUILDING SETBACK 30'BUILDING SETBACK 3 0 ' B U I L D I N G S E T B A C K 2 0 ' P A R K I N G S E T B A C K 1 0 ' P A R K I N G S E T B A C K 1 0 ' P A R K I N G S E T B A C K 20'PARKING SETBACK 10'PARKING SETBACK RETAIL R E T A I L A N C H O R R E S T RETAIL RETAIL OFFICE RETAIL RETAIL RETAIL O F F I C E RETAIL D A Y C A R E RETAIL R E S T RETAIL RETAIL RETAILRETAIL OFFICE PARKING RAMP BROWNSTONES R E T A I L RETAIL R E S T RETAILRETAIL R E S T R E T A I L R E S T FLATS BROWNSTONES S E N I O R H O U S I N G SENIOR HOUSING H O T E L RETAIL FFE=915.0 FFE=915.0FFE=915.0 FFE=915.0 FFE=915.0 FFE=915.0 F F E =9 1 5 .0 F F E = 9 1 5 . 0 FFE=915.0 FFE=921.0 FFE=919.0 FFE=918.0 FFE=902.0 F F E =9 0 2 .0 FFE=915.0 FFE=908.0 FFE=919.0 FFE=919.0 FFE=919.0 FFE=902.0 FFE=902.0 F F E =9 1 5 .0 F F E =9 0 9 .0 F F E = 9 0 7 . 0 F F E =9 1 3 .0 F F E = 9 1 3 . 0 F F E = 9 1 3 . 0 F F E = 9 1 5 . 0 F F E =9 2 1 .0FFE=921.0 T/W=932.0 B/W=916.7 T/W=920.3 B/W=918.5 T/W=927.8 B/W=922.1 T/W=922.4 B/W=921.5 T/W=920.7 B/W=920.5 T/W=927.6 B/W=920.5 T/W=930.0 B/W=920.5 T/W=921.0 B/W=920.8 T/W=890.5 B/W=889.3 T/W=905.4 B/W=888.9 T/W=893.5 B/W=882.0 T/W=893.7 B/W=882.0 T/W=898.3 B/W=877.5 T/W=899.0 B/W=885.7 T/W=900.5 B/W=900.0 OUTLOT B LOT 2 LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 OUTLOT A OUTLOT C LOT 1 LOT 2 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 BLOCK 3 LOT 1 LOT 2 BLOCK 2 BLOCK 1 BLOCK 5 BLOCK 4 S U N S E T T R A I L NW POND NWL=891.0 100-YR HWL = 896.7 WETLAND 3 WETLAND 4 WETLAND 10 E A S T P O N D N W L =9 0 4 .0 1 0 0 -Y R H W L = 9 0 8 .7 POND NWL=910.0 0 .6 0 . 3 0 .4 0 .7 5 3 .8 1.75 1 .2 5 8315 CASCADE DRIVE SUITE 165 EDEN PRAIRIE, MN 55344 CIVIL & LANDSCAPE TITLE SHEET EXISTING CONDITIONS PRELIMINARY PLAT TREE PRESERVATION TREE INVENTORY OVERALL SITE PLAN TYPICAL STREET SECTIONS TYPICAL STREET SECTIONS PHASE 1 MASS GRADING, DRAINAGE, & EROSION CONTROL SWPPP NOTES ULTIMATE GRADING, PAVING, & DRAINAGE PHASE 1 OVERALL UTILITIES PHASE 1 UTILITY STRUCTURE DATA ULTIMATE UTILITIES TREE PLANTING PLAN UNDERSTORY AND SEEDING PLAN LANDSCAPE DETAILS C0.1 C1.1 C1.2 C1.3 C1.4 C2.1 C2.2 C2.3 C3.1 C3.2 C3.3 C4.1 C4.2 C4.3 L2.1 L2.2 L7.1 CITY SUBMITTAL SES14 APR 2017 PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. BY DATE DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY TITLESHEET PROJECT SHEET INDEX ISSUE / REVISION HISTORY CERTIFICATION PROJECT MANAGER REVIEW L A N D F O R M c Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. OWNER MUNICIPALITY SES 04.14.2017 04.14.2017 SCD14001 2 0 1 7 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No:Date: NORTH 0 100 200 C303SCD001.DWG ULTIMATE GRADING, PAVING, & DRAINAGEC3.3 T/W XXX.XX :TOP OF WALL B/W XXX.XX :BOTTOM OF WALL PERVIOUS IMPERVIOUS TOTAL 114.84 ACRES 0.68 ACRES 115.52 ACRES 44.34 ACRES 71.18 ACRES EXISTING PROPOSED CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING GRADING. REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, DATED APRIL 12, 2017, FOR ADDITIONAL INFORMATION ON BACKFILL MATERIAL AND GROUNDWATER CONDITIONS. REMOVE TOPSOIL FROM GRADING AREAS AND STOCKPILE SUFFICIENT QUANTITY FOR REUSE. EXCESS TOPSOIL SHALL BE EXPORTED FROM SITE. REMOVE SURFACE AND GROUND WATER FROM EXCAVATIONS. PROVIDE INITIAL LIFTS OF STABLE FOUNDATION MATERIAL IF EXPOSED SOILS ARE WET AND UNSTABLE. ROUGH GRADE BUILDING PADS TO 12 INCHES BELOW FINISHED FLOOR ELEVATION (FFE). AN INDEPENDENT TESTING FIRM SHALL VERIFY THE REMOVAL OF ORGANIC AND UNSUITABLE SOILS, SOIL CORRECTION, AND COMPACTION AND PROVIDE PERIODIC REPORTS TO THE OWNER. PLACE AND COMPACT FILL USING LIFT THICKNESSES MATCHED TO SOIL TYPE AND COMPACTION EQUIPMENT TO OBTAIN SPECIFIED COMPACTION THROUGHOUT THE LIFT. COORDINATE WITH ARCHITECTURAL FOR BUILDING STOOP LOCATIONS. SLOPES SHOWN ON ADJACENT WALKS AND PAVEMENTS SHOULD CONTINUE OVER STOOPS. AVOID SOIL COMPACTION OF INFILTRATION PRACTICES. ANY EQUIPMENT USED IN INFILTRATION AREAS SHOULD BE SMALL SCALED AND TRACKED. 12. 13. 14. 15. 16. 17. 18. 19. 20. INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO BEGINNING WORK AND MAINTAIN FOR DURATION OF CONSTRUCTION. REMOVE CONTROLS AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLY STABILIZED AND DISPOSE OF OFF SITE. LIMIT SOIL DISTURBANCE TO THE GRADING LIMITS SHOWN. SCHEDULE OPERATIONS TO MINIMIZE LENGTH OF EXPOSURE OF DISTURBED AREAS. MANAGEMENT PRACTICES SHOWN ARE THE MINIMUM REQUIREMENT. INSTALL AND MAINTAIN ADDITIONAL CONTROLS AS WORK PROCEEDS TO PREVENT EROSION AND CONTROL SEDIMENT CARRIED BY WIND OR WATER. REFER TO SWPPP NOTES ON SHEET C3.2 FOR ADDITIONAL REQUIREMENTS. EXCAVATE PONDS EARLY IN THE CONSTRUCTION SEQUENCE. REMOVE SEDIMENT FROM PONDS PERIODICALLY AND AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLY STABILIZED. CONTRACTOR SHALL PREVENT SEDIMENT LADEN WATER FROM ENTERING THE INFILTRATION SYSTEM UNTIL THE SITE IS COMPLETELY STABILIZED. ALL EXPOSED SOILS AREAS SHALL BE STABILIZED IMMEDIATELY TO LIMIT SOIL EROSION IN THAT PORTION OF THE SITE WHERE CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED. SEED, SOD, MULCH AND FERTILIZER SHALL MEET THE FOLLOWING SPECIFICATIONS, AS MODIFIED. ITEM SPECIFICATION NUMBER SOD MNDOT 3878 SEED MNDOT 3876 MN TYPE 22-111 @ 30.5 LB/AC - TEMPORARY EROSION CONTROL MN TYPE 25-151 @ 120 LB/AC - PERMANENT TURF MULCH MNDOT 3882 (MNDOT TYPE 1 @ 2 TON/AC, DISC ANCHORED) FERTILIZER MNDOT 3881 GENERAL PLACEMENT MNDOT 2575 SEE LANDSCAPE SHEETS FOR PERMANENT TURF AND LANDSCAPE ESTABLISHMENT. SCRAPE ADJACENT STREETS CLEAN DAILY AND SWEEP CLEAN WEEKLY. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. PROVIDE STRUCTURAL DESIGN OF RETAINING WALLS. PROVIDE CONSTRUCTION OF WALLS IN ACCORDANCE WITH APPROVED DESIGN. CONFIRM ARCHITECTURAL REQUIREMENTS FOR WALL UNITS WITH OWNER. SUBMIT DESIGN TO CITY FOR APPROVAL PRIOR TO BUILDING PERMIT ISSUANCE. PROVIDE COORDINATION AND ASSURANCE THAT RELATED WORK CONSTRUCTED WITHIN THE REINFORCED EARTH ZONE; INCLUDING FENCES, UNDERGROUND UTILITIES, GUARD RAILS, ETC.; IS IN ACCORDANCE WITH APPROVED DESIGN AND DOES NO DAMAGE TO REINFORCING ELEMENTS OF THE RETAINING WALL. 25. 26. 27. 28. SPOT ELEVATIONS AT CURBLINES INDICATE FLOWLINES UNLESS NOTED OTHERWISE. SEE SHEET C4.1 FOR RIM ELEVATIONS OF CATCH BASINS. GRADES BETWEEN PROPOSED SPOT ELEVATIONS SHALL BE CONTINUOUS AND NONVARIABLE. SPOT ELEVATIONS SHALL GOVERN OVER CONTOUR LINES. MEET AND MATCH EXISTING CURB. PROVIDE 10 FOOT TRANSITION. PAVING SECTIONS a. BITUMINOUS PAVING REFER TO CITY OF CHANHASSEN DETAIL PLATE NO. 5201 b. CONCRETE WALKWAYS REFER TO CITY OF CHANHASSEN DETAIL PLATE NO. 5214 c. CONCRETE DRIVES, APRONS, AND EXTERIOR SLABS REFER TO CITY OF CHANHASSEN DETAIL PLATE NO. 5207 c. BITUMINOUS WALKWAYS REFER TO CITY OF CHANHASSEN DETAIL PLATE NO. 5216 21. 23. 23. 24. GRADING NOTES PAVING NOTES GENERAL NOTES RETAINING WALL NOTES NPDES AREA SUMMARY LEGEND :INLET PROTECTION :TIP OUT CURB :SILT FENCE :PAVEMENT SAWCUT :CONSTRUCTION LIMITS :VEHICLE TRACKING PAD ESTIMATED QUANTITY 146 EACH 2 EACH 13,144 FEET SYMBOL DESCRIPTION EROSION PREVENTION AND SEDIMENT CONTROL NOTES FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT 612.252.9070. 1. 115.52 ACRES C.S.A.H.NO.18 LYMAN BOULEVARD P O W E R S B O U L E V A R D S U N S E T T R A I L C .S .A .H . N O . 1 7 T R U N K H I G H W A Y N O .2 1 2 B L U F F C R E E K B L V D . MILLS DR. FES:89 24"RCP @0.6% FES:897.11 FES:895.0360"R C P @ 0 .6 % FES:896.27 R E : 9 0 4 . 7 3 I E : S P O U T R E : 9 0 5 . 2 8 I E : S P O U T RE:937.71 IE:925.96 R E :9 1 5 .1 5 I E :8 8 4 .0 5 FES200 FES202 OCS201 1 2 " W A T 1 2 " W A T 1 2 " W A T 1 2 "W A T 12" WAT 8 "W A T 8" WAT 1 2 " W A T 8 " W A T 8 " W A T X X X X X X X X X X O E O E O E O E O E O E O E O E O E O E I I I I I I I I I I I I U E O E O E O E OE OE OE OE OE > > > > > I > > > > > > > > > > > > > > > > > > > > >>>>>>>>>> > > >> BOULDER RET. WAL > > > > WOOD FENCE WROUGHT IRON FENCE GUARD RAIL X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XCHAIN LINK FENCE FO FO FO FO FO FO FO FO ELECTRIC TRANSFORMER CHAIN LINK FENCE CHAIN LINK FENCE ELECTRIC TW ELEV. 921.2 BW ELEV. 918.07 TW ELEV. 930.8 BW ELEV. 927.1 X HYD HYD HYD HYD HYD HYD HYD HYD HYD HYD HYD HYD 3 0 ' B U I L D I N G S E T B A C K 3 0 ' B U I L D I N G S E T B A C K 30'BUILDING SETBACK 30'BUILDING SETBACK 3 0 ' B U I L D I N G S E T B A C K 2 0 ' P A R K I N G S E T B A C K 1 0 ' P A R K I N G S E T B A C K 1 0 ' P A R K I N G S E T B A C K 20'PARKING SETBACK 10'PARKING SETBACK RETAIL R E T A I L A N C H O R R E S T RETAIL RETAIL OFFICE RETAIL RETAIL RETAIL O F F I C E RETAIL D A Y C A R E RETAIL R E S T RETAIL RETAIL RETAILRETAIL OFFICE PARKING RAMP BROWNSTONES R E T A I L 18,000 S.F. 18,000 S.F. 8,000 S.F. 9 8 ,0 0 0 S .F . 6 , 0 0 0 S . F . 6,500 S.F. 1 2 , 0 0 0 S . F . 6,500 S.F. 50,000 S.F. 25,000 S.F.x 2 STORIES 25,000 S.F. 16,000 S.F.16,000 S.F. 6,500 S.F. 10,000 S.F. 10,000 S.F. 12,000 S.F. 10,000 S.F. 1 6 ,0 0 0 S .F . 8 , 0 0 0 S . F . 45,000 S.F. x 5 STORIES 8,600 S.F. x 2 STORIES RETAIL R E S T RETAILRETAIL R E S T R E T A I L R E S T FLATS BROWNSTONES 6,500 S.F. 7 ,0 0 0 S .F . 25,000 S.F.x 2 STORIES 8 , 0 0 0 S . F . 8 ,0 0 0 S .F . 2 5 , 0 0 0 S . F . x 2 S T O R I E S 10,000 S.F.x 2 STORIES 1 6 , 0 0 0 S . F . S E N I O R H O U S I N G SENIOR HOUSING H O T E L 4 0 ,0 0 0 S .F .x 3 S T O R I E S 21,000 S.F. x 3 STORIES 1 3 ,0 0 0 S .F . x 3 S T O R I E S RETAIL 7,000 S.F. OUTLOT B LOT 2 LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 OUTLOT A OUTLOT C LOT 1 LOT 2 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 BLOCK 3 LOT 1 LOT 2 BLOCK 2 BLOCK 1 BLOCK 5 BLOCK 4 S U N S E T T R A I L NW POND NWL=891.0 100-YR HWL = 896.7 WETLAND 3 WETLAND 4 WETLAND 10 E A S T P O N D N W L =9 0 4 .0 1 0 0 -Y R H W L = 9 0 8 .7 POND NWL=910.0 HYD PIPE MATERIALS WATERMAIN DIP CLASS 52 (ANSI A21.51/AWWA C151), C900 PVC (AWWA C900) SANITARY SEWER PVC SDR 26 & SDR 35 (ASTM: D3034, D2665, & F891) RESIDENTIAL SANITARY SEWER SERVICE PVC SCHEDULE 40 (ASTM: D3034, D2665, & F891) STORM SEWER RCP 12"-18" CLASS 5 (ASTM C76) RCP 21" CLASS 4 (ASTM C76) RCP 24"-48" CLASS 3 (ASTM C76) CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTION PRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF THERE IS ANY DISCREPANCY. CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TO CONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED. PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITY INSTALLATION. PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF END SECTION. INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES. CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS. CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAIN CONNECTION INSPECTIONS. MAINTAIN 7.5 FEET OF COVER ON WATER. DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTER PIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS. CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT, AT 952.227.1300 FOR FLUSHING AND PRESSURE TEST INSPECTIONS. THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCH BASINS, AND OTHER STRUCTURES. CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE. IRRIGATION SLEEVE TO BE 4" SCHEDULE 80 PVC BURIED 24" BELOW GRADE. EXTEND SLEEVES 3' BEYOND THE EDGE OF PAVEMENT. (COORDINATE WITH IRRIGATION CONTRACTOR.) SEE SITE LIGHTING PLAN FOR ADDITIONAL INFORMATION. ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY. MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS. FUTURE UTILITIES ARE SCHEMATIC AND SUBJECT TO CHANGE. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. GENERAL NOTES UTILITY NOTES FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT 612.252.9070. 1. 8315 CASCADE DRIVE SUITE 165 EDEN PRAIRIE, MN 55344 CIVIL & LANDSCAPE TITLE SHEET EXISTING CONDITIONS PRELIMINARY PLAT TREE PRESERVATION TREE INVENTORY OVERALL SITE PLAN TYPICAL STREET SECTIONS TYPICAL STREET SECTIONS PHASE 1 MASS GRADING, DRAINAGE, & EROSION CONTROL SWPPP NOTES ULTIMATE GRADING, PAVING, & DRAINAGE PHASE 1 OVERALL UTILITIES PHASE 1 UTILITY STRUCTURE DATA ULTIMATE UTILITIES TREE PLANTING PLAN UNDERSTORY AND SEEDING PLAN LANDSCAPE DETAILS C0.1 C1.1 C1.2 C1.3 C1.4 C2.1 C2.2 C2.3 C3.1 C3.2 C3.3 C4.1 C4.2 C4.3 L2.1 L2.2 L7.1 CITY SUBMITTAL SES14 APR 2017 PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. BY DATE DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY TITLESHEET PROJECT SHEET INDEX ISSUE / REVISION HISTORY CERTIFICATION PROJECT MANAGER REVIEW L A N D F O R M c Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. OWNER MUNICIPALITY SES 04.14.2017 04.14.2017 SCD14001 2 0 1 7 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No:Date: NORTH 0 100 200 C401SCD001.DWG PHASE 1 OVERALL UTILITIESC4.1 STORM STRUCTURE TABLE (STORM - 100 SERIES) STRUCTURE NAME CB 102A CB 103A CB 106A CB 107A CB 108A CB 109A CB 110A CB 111A CB 112A CB 113A CB 117A CB 119A CB 134A CB 135A CBMH 101 STRUCTURE DATA RIM = 912.88 INV OUT = 907.89 (S) RIM = 910.91 INV OUT = 906.11 (S) RIM = 910.27 INV OUT = 905.44 (S) RIM = 907.60 INV OUT = 903.09 (S) RIM = 905.35 INV OUT = 900.96 (W) RIM = 905.49 INV OUT = 901.04 (SW) RIM = 914.11 INV OUT = 910.00 (S) RIM = 914.99 INV OUT = 909.96 (S) RIM = 911.99 INV IN = 910.39 (N) INV OUT = 910.19 (S) RIM = 918.70 INV OUT = 913.96 (S) RIM = 921.88 INV OUT = 917.35 (SE) RIM = 918.36 INV OUT = 913.50 (SE) RIM = 923.66 INV OUT = 922.50 (E) RIM = 923.35 INV OUT = 922.18 (E) RIM = 914.10 INV IN = 907.48 (W) INV IN = 896.28 (E) INV OUT = 895.48 (S) STORM STRUCTURE TABLE (STORM - 100 SERIES) STRUCTURE NAME CBMH 102 CBMH 103 CBMH 104 CBMH 105 CBMH 106 CBMH 107 CBMH 108 CBMH 109 CBMH 110 CBMH 111 CBMH 112 CBMH 113 CBMH 114 CBMH 115 CBMH 116 STRUCTURE DATA RIM = 912.99 INV IN = 896.98 (E) INV IN = 907.33 (N) INV OUT = 896.58 (W) RIM = 910.95 INV IN = 897.85 (E) INV IN = 905.55 (N) INV OUT = 897.85 (W) RIM = 911.17 INV IN = 897.95 (E) INV OUT = 897.95 (W) RIM = 911.18 INV IN = 898.14 (NE) INV OUT = 898.14 (W) RIM = 910.08 INV IN = 898.34 (E) INV IN = 904.94 (N) INV OUT = 898.34 (SW) RIM = 907.49 INV IN = 899.29 (E) INV IN = 899.49 (S) INV IN = 902.59 (N) INV OUT = 898.69 (W) RIM = 905.44 INV IN = 899.96 (N) INV IN = 900.56 (E) INV OUT = 899.96 (W) RIM = 905.66 INV IN = 900.44 (NE) INV OUT = 900.14 (S) RIM = 914.38 INV IN = 907.54 (W) INV IN = 909.54 (N) INV OUT = 907.54 (E) RIM = 914.81 INV IN = 907.90 (W) INV IN = 909.70 (N) INV OUT = 907.90 (E) RIM = 915.37 INV IN = 908.47 (W) INV IN = 909.67 (N) INV OUT = 908.07 (E) RIM = 918.86 INV IN = 910.17 (SW) INV IN = 913.37 (N) INV OUT = 908.87 (E) RIM = 919.10 INV IN = 910.35 (W) INV OUT = 910.35 (NE) RIM = 919.11 INV IN = 910.42 (NW) INV OUT = 910.42 (E) RIM = 921.27 INV IN = 911.36 (W) INV IN = 913.13 (N) INV OUT = 910.56 (SE) STORM STRUCTURE TABLE (STORM - 100 SERIES) STRUCTURE NAME CBMH 117 CBMH 118 CBMH 119 CBMH 131 CBMH 132 CBMH 133 CBMH 134 CBMH 135 FES 60 FES 62 FES 70 FES 72 FES 80 FES 84 FES 99 STRUCTURE DATA RIM = 922.07 INV IN = 911.63 (SW) INV IN = 917.23 (NW) INV OUT = 911.63 (E) RIM = 922.55 INV IN = 912.16 (SW) INV OUT = 911.96 (NE) RIM = 918.22 INV IN = 913.02 (NW) INV OUT = 912.72 (NE) RIM = 920.36 INV IN = 914.18 (N) INV OUT = 916.36 (S) RIM = 920.81 INV IN = 915.67 (E) INV OUT = 916.10 (S) RIM = 920.76 INV IN = 915.49 (N) INV OUT = 916.05 (W) RIM = 924.98 INV IN = 923.81 (W) INV IN = 923.69 (N) INV IN = 915.56 (E) INV OUT = 918.56 (S) RIM = 925.13 INV IN = 923.96 (W) INV OUT = 924.50 (S) RIM = 879.46 INV IN = 875.50 (N) RIM = 893.01 INV OUT = 889.05 (S) RIM = 879.46 INV IN = 875.50 (N) RIM = 893.01 INV OUT = 889.05 (S) RIM = 888.94 INV IN = 887.15 (N) RIM = 890.79 INV OUT = 889.00 (S) RIM = 904.00 INV IN = 889.00 (N) STORM STRUCTURE TABLE (STORM - 200 SERIES) STRUCTURE NAME CB 207A CB 212A CB 232A CB 234A CB 241A CBMH 207 CBMH 208 CBMH 209 CBMH 210 CBMH 210A CBMH 211 CBMH 212 CBMH 231 CBMH 232 CBMH 233 STRUCTURE DATA RIM = 919.33 INV OUT = 913.70 (W) RIM = 921.62 INV OUT = 917.30 (E) RIM = 920.18 INV OUT = 915.16 (S) RIM = 918.91 INV OUT = 914.30 (S) RIM = 921.85 INV OUT = 917.78 (W) RIM = 919.04 INV IN = 910.66 (SE) INV IN = 913.51 (E) INV OUT = 908.66 (NW) RIM = 919.11 INV IN = 911.62 (E) INV IN = 910.82 (SW) INV IN = 912.22 (S) INV OUT = 910.82 (NW) RIM = 918.81 INV IN = 910.96 (SW) INV OUT = 910.96 (NE) RIM = 919.09 INV IN = 911.93 (S) INV IN = 913.53 (W) INV OUT = 911.13 (NE) RIM = 919.12 INV IN = 913.93 (NW) INV OUT = 913.73 (E) RIM = 920.87 INV IN = 912.19 (S) INV OUT = 912.19 (N) RIM = 921.55 INV IN = 917.14 (W) INV OUT = 912.29 (N) RIM = 919.17 INV IN = 911.64 (E) INV OUT = 911.64 (W) RIM = 920.16 INV IN = 912.14 (E) INV IN = 915.04 (N) INV OUT = 912.14 (W) RIM = 920.65 INV IN = 912.81 (E) INV IN = 915.91 (NE) INV OUT = 912.41 (W) STORM STRUCTURE TABLE (STORM - 200 SERIES) STRUCTURE NAME CBMH 234 CBMH 241 FES 203 STMH 204 STMH 205 STMH 206 STUB 2A STUB 2B TEMP CB 2 STRUCTURE DATA RIM = 918.77 INV IN = 914.14 (N) INV OUT = 913.59 (W) RIM = 921.86 INV IN = 917.59 (E) INV OUT = 916.14 (SW) RIM = 895.42 INV IN = 891.00 (SE) RIM = 897.79 INV IN = 894.46 (SE) INV OUT = 891.06 (NW) RIM = 914.05 INV IN = 907.63 (SE) INV IN = 907.63 (NE) INV OUT = 895.63 (NW) RIM = 916.62 INV IN = 908.37 (SE) INV OUT = 908.37 (NW) RIM = 913.89 INV OUT = 912.37 (N) RIM = 915.60 INV OUT = 914.08 (SE) RIM = 914.55 INV OUT = 910.40 (SW) STORM STRUCTURE TABLE (STORM - 300 SERIES) STRUCTURE NAME CB 313A CB 322A CBMH 311 CBMH 311A CBMH 312 CBMH 312A CBMH 313 CBMH 321 CBMH 321A CBMH 322 CBMH 323 CBMH 324 CBMH 325 CBMH 326 CBMH 327 STRUCTURE DATA RIM = 911.84 INV OUT = 906.49 (E) RIM = 912.90 INV OUT = 901.82 (E) RIM = 911.55 INV IN = 905.61 (N) INV IN = 899.91 (S) INV IN = 899.91 (W) INV OUT = 899.11 (E) RIM = 914.49 INV IN = 911.70 (W) INV OUT = 900.10 (E) RIM = 910.97 INV IN = 900.25 (W) INV OUT = 900.05 (N) RIM = 910.90 INV IN = 900.55 (W) INV OUT = 900.35 (E) RIM = 911.78 INV IN = 906.37 (W) INV OUT = 905.82 (S) RIM = 912.19 INV IN = 899.15 (N) INV IN = 899.95 (W) INV OUT = 899.15 (E) RIM = 912.30 INV IN = 900.07 (W) INV OUT = 900.07 (E) RIM = 912.82 INV IN = 899.70 (N) INV IN = 901.70 (W) INV OUT = 899.70 (S) RIM = 913.44 INV IN = 899.91 (NW) INV OUT = 899.91 (S) RIM = 914.00 INV IN = 900.50 (W) INV IN = 914.00 (N) INV OUT = 900.10 (SE) RIM = 914.39 INV IN = 900.74 (NW) INV OUT = 900.74 (E) RIM = 915.13 INV IN = 901.41 (W) INV IN = 901.81 (S) INV OUT = 901.01 (SE) RIM = 916.56 INV IN = 902.17 (N) INV OUT = 902.17 (E) STORM STRUCTURE TABLE (STORM - 300 SERIES) STRUCTURE NAME CBMH 327A EX. FES FES 300 STMH 301 STMH 302 STMH 303 STMH 304 STUB 3A STUB 3B STUB 3C STUB 3D STUB 3E STUB 3F VAULT 3A VAULT 3D STRUCTURE DATA RIM = 905.32 INV IN = 902.37 (N) INV OUT = 902.37 (S) RIM = 901.15 INV IN = 895.57 (W) RIM = 904.58 INV OUT = 899.00 (S) RIM = 902.17 INV IN = 896.59 (S) INV OUT = 895.83 (E) RIM = 909.70 INV IN = 897.42 (W) INV OUT = 897.42 (N) RIM = 910.65 INV IN = 898.87 (N) INV OUT = 898.87 (E) RIM = 910.75 INV IN = 898.94 (N) INV OUT = 898.94 (S) RIM = 903.10 INV OUT = 900.73 (E) RIM = 903.23 INV OUT = 900.28 (E) RIM = 903.12 INV OUT = 900.17 (E) RIM = 903.65 INV OUT = 901.85 (S) RIM = 904.34 INV OUT = 901.96 (N) RIM = 905.47 INV OUT = 902.52 (S) RIM = 903.09 INV IN = 899.00 (W) RIM = 903.09 INV IN = 899.00 (W) STORM STRUCTURE TABLE (STORM - OCS) STRUCTURE NAME FES 200 FES 202 OCS 201 STRUCTURE DATA RIM = 896.00 INV IN = 881.52 (E) RIM = 890.23 INV OUT = 885.79 (W) RIM = 891.72 INV IN = 885.69 (E) INV OUT = 885.59 (W) SANITARY STRUCTURE TABLE (SAN SEWER-PUBLIC) STRUCTURE NAME SAN MH 1 SAN MH 2 SAN MH 3 SAN MH 4 SAN MH 5 SAN MH 6 SAN MH 7 SAN MH 8 SAN MH 9 SAN MH 10 SAN MH 11 SAN MH 12 SAN MH 13 SAN MH 14 SAN MH 15 STRUCTURE DATA RIM = 915.61 INV IN = 884.18 (NE) RIM = 922.67 INV IN = 884.95 (NE) INV OUT = 884.85 (SW) RIM = 921.96 INV IN = 885.43 (E) INV OUT = 885.33 (SW) RIM = 918.82 INV IN = 886.10 (E) INV OUT = 886.00 (W) RIM = 915.67 INV IN = 886.72 (E) INV IN = 886.72 (S) INV IN = 886.72 (N) INV OUT = 886.62 (W) RIM = 914.20 INV IN = 887.62 (E) INV OUT = 887.52 (W) RIM = 912.20 INV IN = 888.36 (E) INV OUT = 888.26 (W) RIM = 911.23 INV IN = 888.78 (NE) INV IN = 888.78 (SE) INV OUT = 888.68 (W) RIM = 911.22 INV IN = 889.21 (N) INV OUT = 889.11 (SW) RIM = 911.64 INV IN = 889.75 (N) INV IN = 889.75 (W) INV OUT = 889.65 (S) RIM = 911.86 INV IN = 890.08 (N) INV OUT = 889.98 (S) RIM = 912.44 INV IN = 890.79 (N) INV IN = 890.79 (W) INV OUT = 890.69 (S) RIM = 913.39 INV IN = 891.57 (NW) INV OUT = 891.47 (S) RIM = 914.97 INV IN = 892.11 (W) INV OUT = 892.01 (SE) RIM = 918.74 INV IN = 893.30 (W) INV OUT = 893.20 (E) SANITARY STRUCTURE TABLE (SAN SEWER-PUBLIC) STRUCTURE NAME SAN MH 16 SAN MH 17 SAN MH 18 SAN MH 19 SAN MH 20 SAN MH 21 SAN MH 22 SAN MH 23 SAN MH 24 SAN MH 25 SAN MH 26 SAN STUB STRUCTURE DATA RIM = 921.25 INV IN = 894.12 (W) INV IN = 894.12 (N) INV OUT = 894.02 (E) RIM = 920.40 INV OUT = 894.99 (E) RIM = 931.69 INV OUT = 895.26 (S) RIM = 896.01 INV IN = 888.94 (S) INV OUT = 876.87 (NW) RIM = 905.03 INV IN = 894.02 (E) INV OUT = 893.92 (N) RIM = 903.68 INV IN = 895.14 (SE) INV OUT = 895.04 (W) RIM = 919.35 INV IN = 896.26 (SW) INV OUT = 896.16 (NW) RIM = 919.33 INV IN = 896.89 (S) INV IN = 896.89 (NW) INV OUT = 896.79 (NE) RIM = 921.64 INV IN = 898.16 (W) INV IN = 898.16 (S) INV OUT = 898.06 (N) RIM = 923.80 INV IN = 899.50 (W) INV OUT = 899.40 (N) RIM = 929.31 INV OUT = 898.98 (E) RIM = 877.40 INV IN = 876.67 (SE) SANITARY PIPE TABLE (SAN SEWER-PUBLIC) NAME SAN MH 2-SAN MH 1 SAN MH 3-SAN MH 2 SAN MH 4-SAN MH 3 SAN MH 5-SAN MH 4 SAN MH 6-SAN MH 5 SAN MH 7-SAN MH 6 SAN MH 7-SAN MH 7 SAN MH 9-SAN MH 8 SAN MH 10-SAN MH 9 SAN MH 11-SAN MH 10 SAN MH 12-SAN MH 11 SAN MH 13-SAN MH 12 SAN MH 14-SAN MH 13 SAN MH 15-SAN MH 14 SAN MH 16-SAN MH 15 SAN MH 17-SAN MH 16 SAN MH 18-SAN MH 16 SAN MH 19 - EXIST. STUB SAN MH 20 - SAN MH 19 SAN MH 21 - SAN MH 20 SAN MH 22 - SAN MH 21 SAN MH 23-SAN MH 22 SAN MH 24-SAN MH 23 SAN MH 25-SAN MH 24 SAN MH 26-SAN MH 24 STUB-SANMH5 STUB-SANMH10 STUB-SANMH12 STUB - SAN MH 25 STUB - SAN MH 23 STUB - SANMH8 STUB2-SANMH5 SIZE 12" 12" 12" 12" 12" 12" 12" 10" 10" 10" 10" 10" 10" 10" 10" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 10" 10" 10" 8" 8" 12" 10" LENGTH 305' 172' 257' 235' 362' 289' 147' 119' 158' 81' 219' 242' 159' 389' 260' 216' 285' 49' 124' 256' 256' 132' 293' 309' 206' 55' 55' 43' 80' 40' 152' 57' SLOPE 0.22% 0.22% 0.22% 0.22% 0.22% 0.22% 0.22% 0.28% 0.28% 0.28% 0.28% 0.28% 0.28% 0.28% 0.28% 0.40% 0.40% 0.40% 4.00% 0.40% 0.40% 0.40% 0.40% 0.40% 0.40% 0.28% 0.28% 0.28% 0.40% 0.40% 0.22% 0.28% MATERIAL PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE PVC PIPE STORM PIPE TABLE (STORM - 100 SERIES) NAME CB102A-CBMH102 CB103A-CBMH103 CB106A-CBMH106 CB107A-CBMH107 CB108A-CBMH108 CB109A-CBMH109 CB110A-CBMH110 CB111A-CBMH111 CB112A-CBMH112 CB113A-CBMH113 CB117A-CBMH117 CB119A-CBMH119 CB134A-CBMH134 CB135A-CBMH135 CBMH101-STMH100 CBMH102-CBMH101 CBMH103-CBMH102 CBMH104-CBMH103 CBMH105-CBMH104 CBMH106-CBMH105 CBMH107-CBMH106 CBMH108-CBMH107 CBMH109-CBMH108 CBMH110-CBMH101 CBMH111-CBMH110 CBMH112-CBMH111 CBMH113-CBMH112 CBMH114-CBMH113 CBMH115-CBMH114 CBMH116-CBMH115 CBMH117-CBMH116 CBMH118-CBMH117 CBMH119-CBMH118 CBMH131-CBMH116 CBMH132-CBMH131 CBMH133-CBMH132 CBMH134-CBMH133 CBMH135-CBMH134 FES62-STMH61 FES72-STMH71 FES84-STMH83 FES124-STMH123 STMH61-FES60 STMH71-FES70 STMH81-FES80 STMH82-STMH81 STMH83-STMH82 STMH100-FES99 STMH122-STMH121 STMH123-STMH122 STUB1A-CBMH107 STUB1B-CB112A STUB1C-CBMH134 TEMP CB1 - STMH 81 SIZE 12" 15" 12" 12" 12" 12" 12" 12" 18" 12" 12" 12" 12" 12" 36" 30" 24" 24" 24" 24" 24" 15" 15" 36" 36" 36" 30" 30" 30" 30" 18" 18" 15" 12" 18" 18" 15" 15" 42" 42" 18" 15" 42" 42" 18" 18" 18" 36" 15" 15" 12" 15" 18" 18" LENGTH 50' 40' 40' 60' 9' 10' 50' 51' 51' 41' 39' 47' 35' 35' 210' 149' 291' 46' 98' 100' 235' 190' 64' 37' 240' 117' 199' 103' 43' 93' 90' 132' 188' 76' 64' 38' 102' 156' 10' 10' 38' 127' 60' 60' 38' 140' 400' 29' 181' 80' 35' 30' 32' 118' SLOPE 1.11% 1.42% 1.24% 0.83% 4.28% 5.81% 0.92% 0.51% 1.02% 1.46% 0.31% 1.02% -3.74% -5.03% 0.20% 0.20% 0.30% 0.22% 0.19% 0.20% 0.15% 0.35% 0.28% 0.16% 0.15% 0.14% 0.20% 0.17% 0.16% 0.15% 0.30% 0.25% 0.30% 4.27% 3.00% 1.00% 3.00% 0.52% 0.04% 0.04% 0.29% 2.15% 0.04% 0.04% 0.31% 0.30% 0.30% 0.21% 2.15% 2.15% 0.31% 0.50% 0.28% 14.00% MATERIAL REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE STORM PIPE TABLE (STORM - 200 SERIES) NAME CB207A-CBMH207 CB212A-CBMH212 CB232A-CBMH232 CB234A-CBMH234 CB241A-CBMH241 CBMH207-STMH206 CBMH208-CBMH207 CBMH209-CBMH208 CBMH210-CBMH209 CBMH210A-CBMH210 CBMH211-CBMH210 CBMH212-CBMH211 CBMH231-CBMH208 CBMH232-CBMH231 CBMH233-CBMH232 CBMH234-CBMH233 CBMH241-CBMH233 STMH204-FES203 STMH205-STMH204 STMH206-STMH205 STUB2A-CBMH231 STUB2B-CBMH210A TEMP CB2 - STMH 205 SIZE 12" 18" 12" 15" 12" 36" 36" 36" 36" 18" 36" 36" 24" 24" 24" 18" 15" 48" 36" 36" 15" 15" 36" LENGTH 73' 36' 35' 35' 43' 60' 37' 72' 94' 36' 221' 85' 10' 251' 131' 266' 79' 31' 107' 113' 32' 32' 44' SLOPE 0.26% 0.45% 0.34% 0.45% 0.44% 0.48% 0.44% 0.19% 0.18% 0.56% 0.12% 0.12% 0.20% 0.20% 0.21% 0.29% 0.29% 0.20% 1.09% 0.66% 0.47% 0.46% 6.26% MATERIAL REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE STORM PIPE TABLE (STORM - 300 SERIES) NAME CB313A-CBMH313 CB322A-CBMH322 CBMH 311A-CBMH311 CBMH306A-CBMH306 CBMH312-CBMH311 CBMH312A-CBMH312 CBMH313-CBMH311 CBMH321-VAULT3D CBMH322-CBMH321 CBMH323-CBMH322 CBMH324-CBMH323 CBMH325-CBMH324 CBMH326-CBMH325 CBMH327-CBMH326 CBMH327A-CBMH327 FES300-STMH304 STMH301-EXFES STMH302-STMH301 STMH303-STMH302 STMH304-STMH303 STUB3A-CBMH312A STUB3B - CBMH 311A STUB3C-CBMH321A STUB3D-CBMH324 STUB3E-CBMH326 STUB3F-CBMH327A VAULT3A-CBMH311 SIZE 12" 12" 30" 30" 30" 27" 15" 42" 42" 42" 42" 36" 36" 30" 30" 60" 60" 60" 60" 60" 24" 30" 30" 18" 24" 30" 42" LENGTH 35' 36' 36' 36' 223' 40' 86' 42' 184' 69' 62' 54' 71' 152' 36' 15' 43' 209' 362' 19' 28' 30' 32' 37' 32' 32' 42' SLOPE 0.34% 0.33% 0.53% 0.34% 0.06% 0.25% 0.24% 0.35% 0.30% 0.31% 0.31% 0.45% 0.38% 0.50% 0.56% 0.40% 0.60% 0.40% 0.40% 0.40% 0.64% -37.79% 0.31% -33.05% 0.47% 0.47% 0.26% MATERIAL REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE STORM PIPE TABLE (STORM - OCS) NAME FES202-OCS201 OCS201-FES200 SIZE 15" 15" LENGTH 10' 81' SLOPE 1.00% 5.00% MATERIAL REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE PIPE MATERIALS WATERMAIN DIP CLASS 52 (ANSI A21.51/AWWA C151), C900 PVC (AWWA C900) SANITARY SEWER PVC SDR 26 & SDR 35 (ASTM: D3034, D2665, & F891) RESIDENTIAL SANITARY SEWER SERVICE PVC SCHEDULE 40 (ASTM: D3034, D2665, & F891) STORM SEWER RCP 12"-18" CLASS 5 (ASTM C76) RCP 21" CLASS 4 (ASTM C76) RCP 24"-48" CLASS 3 (ASTM C76) CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTION PRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF THERE IS ANY DISCREPANCY. CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TO CONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED. PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITY INSTALLATION. PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF END SECTION. INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES. CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS. CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAIN CONNECTION INSPECTIONS. MAINTAIN 7.5 FEET OF COVER ON WATER. DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTER PIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS. CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT, AT 952.227.1300 FOR FLUSHING AND PRESSURE TEST INSPECTIONS. THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCH BASINS, AND OTHER STRUCTURES. CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE. IRRIGATION SLEEVE TO BE 4" SCHEDULE 80 PVC BURIED 24" BELOW GRADE. EXTEND SLEEVES 3' BEYOND THE EDGE OF PAVEMENT. (COORDINATE WITH IRRIGATION CONTRACTOR.) SEE SITE LIGHTING PLAN FOR ADDITIONAL INFORMATION. ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY. MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS. FUTURE UTILITIES ARE SCHEMATIC AND SUBJECT TO CHANGE. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. GENERAL NOTES UTILITY NOTES FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT 612.252.9070. 1. 8315 CASCADE DRIVE SUITE 165 EDEN PRAIRIE, MN 55344 CIVIL & LANDSCAPE TITLE SHEET EXISTING CONDITIONS PRELIMINARY PLAT TREE PRESERVATION TREE INVENTORY OVERALL SITE PLAN TYPICAL STREET SECTIONS TYPICAL STREET SECTIONS PHASE 1 MASS GRADING, DRAINAGE, & EROSION CONTROL SWPPP NOTES ULTIMATE GRADING, PAVING, & DRAINAGE PHASE 1 OVERALL UTILITIES PHASE 1 UTILITY STRUCTURE DATA ULTIMATE UTILITIES TREE PLANTING PLAN UNDERSTORY AND SEEDING PLAN LANDSCAPE DETAILS C0.1 C1.1 C1.2 C1.3 C1.4 C2.1 C2.2 C2.3 C3.1 C3.2 C3.3 C4.1 C4.2 C4.3 L2.1 L2.2 L7.1 CITY SUBMITTAL SES14 APR 2017 PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. BY DATE DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY TITLESHEET PROJECT SHEET INDEX ISSUE / REVISION HISTORY CERTIFICATION PROJECT MANAGER REVIEW L A N D F O R M c Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. OWNER MUNICIPALITY SES 04.14.2017 04.14.2017 SCD14001 2 0 1 7 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No:Date: C402SCD001.DWG PHASE 1 UTILITY STRUCTURE DATAC4.2 C.S.A.H.NO.18 LYMAN BOULEVARD P O W E R S B O U L E V A R D S U N S E T T R A I L C .S .A .H . N O . 1 7 T R U N K H I G H W A Y N O .2 1 2 B L U F F C R E E K B L V D . MILLS DR. FES:89 24"RCP @0.6% FES:897.11 FES:895.0360"R C P @ 0 .6 % FES:896.27 R E : 9 0 4 . 7 3 I E : S P O U T R E : 9 0 5 . 2 8 I E : S P O U T RE:937.71 IE:925.96 R E :9 1 5 .1 5 I E :8 8 4 .0 5 FES200 FES202 OCS201 1 2 " W A T 1 2 " W A T 1 2 " W A T 1 2 "W A T 12" WAT 8 "W A T 8" WAT 1 2 " W A T 8 " W A T 8 " W A T X X X X X X X X X X O E O E O E O E O E O E O E O E O E O E I I I I I I I I I I I I U E O E O E O E OE OE OE OE OE > > > > > I > > > > > > > > > > > > > > > > > > > > >>>>>>>>>> > > >> BOULDER RET. WAL > > > > WOOD FENCE WROUGHT IRON FENCE GUARD RAIL X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XCHAIN LINK FENCE FO FO FO FO FO FO FO FO ELECTRIC TRANSFORMER CHAIN LINK FENCE CHAIN LINK FENCE ELECTRIC TW ELEV. 921.2 BW ELEV. 918.07 TW ELEV. 930.8 BW ELEV. 927.1 X HYD HYD HYD HYD HYD HYD HYD HYD HYD HYD HYD 3 0 ' B U I L D I N G S E T B A C K 3 0 ' B U I L D I N G S E T B A C K 30'BUILDING SETBACK 30'BUILDING SETBACK 3 0 ' B U I L D I N G S E T B A C K 2 0 ' P A R K I N G S E T B A C K 1 0 ' P A R K I N G S E T B A C K 1 0 ' P A R K I N G S E T B A C K 20'PARKING SETBACK 10'PARKING SETBACK RETAIL R E T A I L A N C H O R R E S T RETAIL RETAIL OFFICE RETAIL RETAIL RETAIL O F F I C E RETAIL D A Y C A R E RETAIL R E S T RETAIL RETAIL RETAILRETAIL OFFICE PARKING RAMP BROWNSTONES R E T A I L 18,000 S.F. 18,000 S.F. 8,000 S.F. 9 8 ,0 0 0 S .F . 6 , 0 0 0 S . F . 6,500 S.F. 1 2 , 0 0 0 S . F . 6,500 S.F. 50,000 S.F. 25,000 S.F.x 2 STORIES 25,000 S.F. 16,000 S.F.16,000 S.F. 6,500 S.F. 10,000 S.F. 10,000 S.F. 12,000 S.F. 10,000 S.F. 1 6 ,0 0 0 S .F . 8 , 0 0 0 S . F . 45,000 S.F. x 5 STORIES 8,600 S.F. x 2 STORIES RETAIL R E S T RETAILRETAIL R E S T R E T A I L R E S T FLATS BROWNSTONES 6,500 S.F. 7 ,0 0 0 S .F . 25,000 S.F.x 2 STORIES 8 , 0 0 0 S . F . 8 ,0 0 0 S .F . 2 5 , 0 0 0 S . F . x 2 S T O R I E S 10,000 S.F.x 2 STORIES 1 6 , 0 0 0 S . F . S E N I O R H O U S I N G SENIOR HOUSING H O T E L 4 0 ,0 0 0 S .F .x 3 S T O R I E S 21,000 S.F. x 3 STORIES 1 3 ,0 0 0 S .F . x 3 S T O R I E S RETAIL 7,000 S.F. OUTLOT B LOT 2 LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 OUTLOT A OUTLOT C LOT 1 LOT 2 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 BLOCK 3 LOT 1 LOT 2 BLOCK 2 BLOCK 1 BLOCK 5 BLOCK 4 S U N S E T T R A I L NW POND NWL=891.0 100-YR HWL = 896.7 WETLAND 3 WETLAND 4 WETLAND 10 E A S T P O N D N W L =9 0 4 .0 1 0 0 -Y R H W L = 9 0 8 .7 POND NWL=910.0 HYD FUTURE REUSE VAULTFUTURE STORMWATER VAULT FUTURE STORMWATER VAULT F U T U R E S T O R M W A T E R V A U L T FUTURE REUSE VAULT FUTURE REUSE VAULT FUTURE REUSE VAULT FUTURE REUSE VAULT FUTURE REUSE VAULT F U T U R E S T O R M W A T E R V A U L T FUTURE STORMWATER VAULT FUTURE STORMWATER & REUSE VAULT FUTURE STORMWATER VAULT FUTURE STORMWATER VAULT FUTURE STORMWATER VAULT FUTURE STORM SEWER (TYP.) FUTURE STORM SEWER (TYP.) FUTURE STORM SEWER (TYP.) FUTURE STORM SEWER (TYP.) FUTURE STORM SEWER (TYP.) FUTURE STORM SEWER (TYP.) HYD FUTURE STORMWATER VAULT HYD PIPE MATERIALS WATERMAIN DIP CLASS 52 (ANSI A21.51/AWWA C151), C900 PVC (AWWA C900) SANITARY SEWER PVC SDR 26 & SDR 35 (ASTM: D3034, D2665, & F891) RESIDENTIAL SANITARY SEWER SERVICE PVC SCHEDULE 40 (ASTM: D3034, D2665, & F891) STORM SEWER RCP 12"-18" CLASS 5 (ASTM C76) RCP 21" CLASS 4 (ASTM C76) RCP 24"-48" CLASS 3 (ASTM C76) CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTION PRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF THERE IS ANY DISCREPANCY. CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TO CONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED. PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITY INSTALLATION. PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF END SECTION. INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES. CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS. CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAIN CONNECTION INSPECTIONS. MAINTAIN 7.5 FEET OF COVER ON WATER. DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTER PIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS. CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT, AT 952.227.1300 FOR FLUSHING AND PRESSURE TEST INSPECTIONS. THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCH BASINS, AND OTHER STRUCTURES. CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE. IRRIGATION SLEEVE TO BE 4" SCHEDULE 80 PVC BURIED 24" BELOW GRADE. EXTEND SLEEVES 3' BEYOND THE EDGE OF PAVEMENT. (COORDINATE WITH IRRIGATION CONTRACTOR.) SEE SITE LIGHTING PLAN FOR ADDITIONAL INFORMATION. ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY. MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS. FUTURE UTILITIES ARE SCHEMATIC AND SUBJECT TO CHANGE. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. GENERAL NOTES UTILITY NOTES FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT 612.252.9070. 1. 8315 CASCADE DRIVE SUITE 165 EDEN PRAIRIE, MN 55344 CIVIL & LANDSCAPE TITLE SHEET EXISTING CONDITIONS PRELIMINARY PLAT TREE PRESERVATION TREE INVENTORY OVERALL SITE PLAN TYPICAL STREET SECTIONS TYPICAL STREET SECTIONS PHASE 1 MASS GRADING, DRAINAGE, & EROSION CONTROL SWPPP NOTES ULTIMATE GRADING, PAVING, & DRAINAGE PHASE 1 OVERALL UTILITIES PHASE 1 UTILITY STRUCTURE DATA ULTIMATE UTILITIES TREE PLANTING PLAN UNDERSTORY AND SEEDING PLAN LANDSCAPE DETAILS C0.1 C1.1 C1.2 C1.3 C1.4 C2.1 C2.2 C2.3 C3.1 C3.2 C3.3 C4.1 C4.2 C4.3 L2.1 L2.2 L7.1 CITY SUBMITTAL SES14 APR 2017 PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. BY DATE DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY TITLESHEET PROJECT SHEET INDEX ISSUE / REVISION HISTORY CERTIFICATION PROJECT MANAGER REVIEW L A N D F O R M c Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. OWNER MUNICIPALITY SES 04.14.2017 04.14.2017 SCD14001 2 0 1 7 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No:Date: NORTH 0 100 200 C403SCD001.DWG ULTIMATE UTILITIESC4.3 Lyman Boulevard P o w e r s B o u l e v a r d B l u f f C r e e k B o u l e v a r d Lyman Boulvevard S u n s e t T r a i l J e u r i s s e n L a n e P o w e r s B o u l e v a r d RETAIL R E T A I L A N C H O R R E S T RETAIL RETAIL OFFICE RETAIL RETAIL RETAIL O F F I C E RETAIL D A Y C A R E RETAIL R E S T RETAIL RETAIL RETAILRETAIL OFFICE PARKING RAMP BROWNSTONES R E T A I L 18,000 S.F. 18,000 S.F. 8,000 S.F. 9 8 ,0 0 0 S .F . 6 , 0 0 0 S . F . 6,500 S.F. 1 2 , 0 0 0 S . F . 6,500 S.F. 50,000 S.F. 25,000 S.F.x 2 STORIES 25,000 S.F. 16,000 S.F.16,000 S.F. 6,500 S.F. 10,000 S.F. 10,000 S.F. 12,000 S.F. 10,000 S.F. 1 6 ,0 0 0 S .F . 8 , 0 0 0 S . F . 45,000 S.F. x 5 STORIES 8,600 S.F. x 2 STORIES RETAIL R E S T RETAILRETAIL R E S T R E T A I L R E S T FLATS BROWNSTONES 6,500 S.F. 7 ,0 0 0 S .F . 25,000 S.F.x 2 STORIES 8 , 0 0 0 S . F . 8 ,0 0 0 S .F . 2 5 , 0 0 0 S . F . x 2 S T O R I E S 10,000 S.F.x 2 STORIES 1 6 , 0 0 0 S . F . S E N I O R H O U S I N G SENIOR HOUSING H O T E L 4 0 ,0 0 0 S .F .x 3 S T O R I E S 21,000 S.F. x 3 STORIES 1 3 ,0 0 0 S .F . x 3 S T O R I E S RETAIL 7,000 S.F. LOT 2 LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 OUTLOT A OUTLOT C LOT 1 LOT 2 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 BLOCK 3 LOT 1 LOT 2 BLOCK 2 BLOCK 1 BLOCK 5 BLOCK 4 S U N S E T T R A I L NW POND NWL=891.0 100-YR HWL = 896.7 WETLAND 3 WETLAND 4 WETLAND 10 E A S T P O N D N W L =9 0 4 .0 1 0 0 -Y R H W L = 9 0 8 .7 POND NWL=910.0 3 ACNO 5 QUBI2 QUBI 2 ACNO 1 ULDA 6 QUBI 2 TIMO 3 ACNO 3 ULDA 2 ACNO 2 QUBI 3 QUBI 2 TIMO 2 ULDA 3 ACNO2 ULDA 2 ACNO 2 QUBI 4 ULDA 3 ACNO 3 ULDA 5 ACNO 3 QUBI 2 ULDA4 ACNO 3 QUBI 2 ACNO 2 ULDA 2 ULDA 3 QUBI 3 QUBI2 TIMO 1 ACNO 2 ULDA 6 ACNO 2 TIMO 2 ULDA 2 QUBI 1 ACNO 2 ACNO 1 QUAL 2 QUBI 2 ACNO 2 ULDA 4 QURU3 ULDA 2 ACNO 2 TIMO 1 ACNO 1 QUBI 1 TIMO 3 QUAL 1 ACNO 2 QUBI 2 ULDA 2 ULDA 1 ULDA 2 QUBI 1 ACNO2 QURU 1 ULDA 2 ULDA 3 ACNO WOOD FENCE WROUGHT IRON FENCE GUARD RAIL X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CHAIN LINK FENCE X 4 QUBI 2 ACNO 1 TIMO 3 ACNO1 QUAL 1 ACNO 3 PIBA 1 PINI 1 PICE 3 PINI 4 QUBI 2 PICE 2 PINI DECIDUOUS TREES QTY BOTANICAL NAME / COMMON NAME ROOT COND.INTIAL SIZE MATURE SIZE ACNO 58 ACER RUBRUM `NORTHWOOD` / NORTHWOOD MAPLE B & B 2.5"CAL 40`H X 30`W QUAL 5 QUERCUS ALBA / WHITE OAK B & B 2.5"CAL 70`H X 60`W QUBI 49 QUERCUS BICOLOR / SWAMP WHITE OAK B & B 2.5"CAL 50`H X 50`W SALT TOLERANT QURU 6 QUERCUS RUBRA / RED OAK B & B 2.5"CAL 70`H X 60`W TIMO 12 TILIA MONGOLICA `HARVEST GOLD` / HARVEST GOLD LINDEN B & B 2.5"CAL 40`H X 30`W ULDA 38 ULMUS DAVIDIANA JAPONICA `DISCOVERY` / DISCOVERY ELM B & B 2.5"CAL 40`H X 30`W EVERGREEN TREES QTY BOTANICAL NAME / COMMON NAME ROOT COND.INTIAL SIZE MATURE SIZE PIBA 3 PINUS BANKSIANA / JACK PINE B & B 6` HEIGHT 30`H X 20`W PICE 3 PINUS CEMBRA / SWISS STONE PINE B & B 8`-10` HT.30`H X 20`W PINI 5 PINUS NIGRA / AUSTRIAN BLACK PINE B & B 8-10` HEIGHT 30`H X 20`W 8315 CASCADE DRIVE SUITE 165 EDEN PRAIRIE, MN 55344 CIVIL & LANDSCAPE TITLE SHEET EXISTING CONDITIONS PRELIMINARY PLAT TREE PRESERVATION TREE INVENTORY OVERALL SITE PLAN TYPICAL STREET SECTIONS TYPICAL STREET SECTIONS PHASE 1 MASS GRADING, DRAINAGE, & EROSION CONTROL SWPPP NOTES ULTIMATE GRADING, PAVING, & DRAINAGE PHASE 1 OVERALL UTILITIES PHASE 1 UTILITY STRUCTURE DATA ULTIMATE UTILITIES TREE PLANTING PLAN UNDERSTORY AND SEEDING PLAN LANDSCAPE DETAILS C0.1 C1.1 C1.2 C1.3 C1.4 C2.1 C2.2 C2.3 C3.1 C3.2 C3.3 C4.1 C4.2 C4.3 L2.1 L2.2 L7.1 CITY SUBMITTAL SES14 APR 2017 PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. BY DATE DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY TITLESHEET PROJECT SHEET INDEX ISSUE / REVISION HISTORY CERTIFICATION PROJECT MANAGER REVIEW L A N D F O R M c Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. OWNER MUNICIPALITY SES 04.14.2017 04.14.2017 SCD14001 2 0 1 7 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Danyelle P. Pierquet License No:Date: NORTH 0 100 200 L201SCD001.DWG TREE PLANTING PLANL2.1 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. LANDSCAPE NOTES SECTION2.16 FOREST CONSERVATION / TREE PRESERVATION OF THE CHANHASSEN ZONING CODE REQUIRES THAT ALL SIGNIFICANT TREES REMOVED ABOVE THE MAXIMUM 35% REMOVAL LIMIT FOR PRIVATE LOT DEVELOPMENT MUST BE REPLACED ON A ONE-TO-ONE BASIS. SIZE REQUIREMENTS FOR REPLACEMENT TREES ARE 2" DIAMETER FOR DECIDUOUS TREES (BUR OAK, BICOLOR OAK, IRONWOOD, AND ORNAMENTAL TREES MAY BE 1.25") AND AN AVERAGE OF 6' HEIGHT FOR CONIFEROUS TREES. TREE CANOPY ON SITE:26% TREE PRESERVATION THRESHOLD:35%, BEFORE REPLACEMENT IS REQUIRED. PLAN PRESERVES:55%, 20% MORE THAN REQUIRED. TREES PROPOSED IN ROW:179 REFER TO SHEETS C1.3 FOR THE TREE PRESERVATION PLAN AND SHEET C1.4 FOR EXISTING TREE SPECIES AND SIZES. LANDSCAPE REQUIREMENTS CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING. COORDINATE INSTALLATION WITH CONTRACTORS PERFORMING RELATED WORK. PLANT MATERIAL SHALL CONFORM TO THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND BE OF HARDY STOCK, FREE FROM DISEASE, INFESTATION, DAMAGE, AND DISFIGURATION. FOR DISCREPANCY BETWEEN THE NUMBER OF PLANTS ON THE SCHEDULE AND THE NUMBER SHOWN ON THE DRAWING, THE DRAWING SHALL GOVERN. ALL PERENNIAL BED AREAS ARE TO RECEIVE 18-INCH MINIMUM DEPTH OF PLANTING SOIL PRIOR TO PLANTING. LANDSCAPE CONTRACTOR IS TO COORDINATE WITH GENERAL CONTRACTOR TO ENSURE THAT DESIGN GRADES ARE MET AS SPECIFIED ON GRADING PLAN. PLANTING SOIL SHALL CONSIST OF 4 PARTS TOPSOIL TO 1 PART PEAT HUMUS, WITH 3 POUNDS OF COMMERCIAL FERTILIZER ADDED PER CUBIC YARD. SEE DETAILS FOR DEPTH OF PLANTING SOIL. PLACE PLANTS ACCORDING TO LAYOUT WITH PROPER NOMINAL SPACING. INSTALL TWO TO THREE (2"-3") INCH DEPTH SHREDDED HARDWOOD MULCH IN PERENNIAL BED AREAS, AND IN BEDS WITH A MIX OF SHRUBS AND PERENNIALS UNLESS NOTED OTHERWISE. INSTALL THREE TO FOUIR (3"-4") INCH DEPTH SHREDDED HARDWOOD MULCH IN SHRUB BED AREAS. INSTALL A FOUR (4') FOOT DIAMETER SHREDDED HARDWOOD MULCH DISH AROUND TREES NOT PLACED WITHIN A SHRUB OR PERENNIAL PLANTING BED. MULCH SHALL BE FOUR (4") DEPTH. ALL PLANTING BEDS SHALL BE EDGED WITH SIX (6") INCH BLACK VINYL EDGING (EXCEPT ALONG CURBING AND CONCRETE WALKS. BLACK DIAMOND OR APPROVED EQUAL. ALL EXISTING DECIDUOUS/CONIFEROUS TREES ARE TO BE TRIMMED OF DEAD WOOD AND PRUNED TO A NATURAL UNIFORM SHAPE. SPECIES AND QUANTITIES CALLED OUT ON THIS PLAN ARE FOR THIS SHEET ONLY. FOR DISCREPANCY BETWEEN THE NUMBER OF PLANTS ON THE SCHEDULE AND THE NUMBER SHOWN ON THE DRAWING, THE DRAWING SHALL GOVERN. QUANTITIES LISTED IN SCHEDULE ARE FOR REFERENCE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING QUANTITIES ON PLAN PRIOR TO BID AND INSTALLATION. ALL DISTURBED AND NEWLY PLANTED AREAS SHALL BE IRRIGATED WITH AN UNDERGROUND IRRIGATION SYSTEM. THE SYSTEM SHALL BE DESIGNED BY THE IRRIGATION CONTRACTOR. THE IRRIGATION CONTRACTOR IS TO SUBMIT SHOP DRAWINGS OF IRRIGATION DESIGN AND CALCULATIONS FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. IRRIGATION CONTRACTOR IS TO MEET ALL PLUMBING CODES AND REQUIREMENTS. PARKING ISLANDS WITHOUT SHRUBS NEED NOT BE IRRIGATED. NATIVE SEEDS SHALL BE OF MINNESOTA (OR AS SPECIFIED) ORIGIN AND CERTIFIED BY THE MINNESOTA CROP IMPROVEMENT ASSOCIATION (MCIA). PROVIDE VERIFYING DOCUMENTATION TO THE OWNER 30 DAYS MINIMUM PRIOR TO INSTALLATION. FOLLOW MNDOT SEEDING MANUAL FOR PLANTING INSTRUCTIONS FOR ESTABLISHMENT OF NATIVE SEED AND PROVIDE COORDINATION FOR REQUIRED EROSION PREVENTION AND SEDIMENT CONTROL. PLANT SCHEDULE Lyman Boulevard P o w e r s B o u l e v a r d B l u f f C r e e k B o u l e v a r d Lyman Boulvevard S u n s e t T r a i l J e u r i s s e n L a n e P o w e r s B o u l e v a r d RETAIL R E T A I L A N C H O R R E S T RETAIL RETAIL OFFICE RETAIL RETAIL RETAIL O F F I C E RETAIL D A Y C A R E RETAIL R E S T RETAIL RETAIL RETAILRETAIL OFFICE PARKING RAMP BROWNSTONES R E T A I L 18,000 S.F. 18,000 S.F. 8,000 S.F. 9 8 ,0 0 0 S .F . 6 , 0 0 0 S . F . 6,500 S.F. 1 2 , 0 0 0 S . F . 6,500 S.F. 50,000 S.F. 25,000 S.F.x 2 STORIES 25,000 S.F. 16,000 S.F.16,000 S.F. 6,500 S.F. 10,000 S.F. 10,000 S.F. 12,000 S.F. 10,000 S.F. 1 6 ,0 0 0 S .F . 8 , 0 0 0 S . F . 45,000 S.F. x 5 STORIES 8,600 S.F. x 2 STORIES RETAIL R E S T RETAILRETAIL R E S T R E T A I L R E S T FLATS BROWNSTONES 6,500 S.F. 7 ,0 0 0 S .F . 25,000 S.F.x 2 STORIES 8 , 0 0 0 S . F . 8 ,0 0 0 S .F . 2 5 , 0 0 0 S . F . x 2 S T O R I E S 10,000 S.F.x 2 STORIES 1 6 , 0 0 0 S . F . S E N I O R H O U S I N G SENIOR HOUSING H O T E L 4 0 ,0 0 0 S .F .x 3 S T O R I E S 21,000 S.F. x 3 STORIES 1 3 ,0 0 0 S .F . x 3 S T O R I E S RETAIL 7,000 S.F. LOT 2 LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 OUTLOT A OUTLOT C LOT 1 LOT 2 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 BLOCK 3 LOT 1 LOT 2 BLOCK 2 BLOCK 1 BLOCK 5 BLOCK 4 S U N S E T T R A I L NW POND NWL=891.0 100-YR HWL = 896.7 WETLAND 3 WETLAND 4 WETLAND 10 E A S T P O N D N W L =9 0 4 .0 1 0 0 -Y R H W L = 9 0 8 .7 POND NWL=910.0 Lyman Boulevard P o w e r s B o u l e v a r d B l u f f C r e e k B o u l e v a r d Lyman Boulvevard S u n s e t T r a i l J e u r i s s e n L a n e P o w e r s B o u l e v a r d RETAIL R E T A I L A N C H O R R E S T RETAIL RETAIL OFFICE RETAIL RETAIL RETAIL O F F I C E RETAIL D A Y C A R E RETAIL R E S T RETAIL RETAIL RETAILRETAIL OFFICE PARKING RAMP BROWNSTONES R E T A I L 18,000 S.F. 18,000 S.F. 8,000 S.F. 9 8 ,0 0 0 S .F . 6 , 0 0 0 S . F . 6,500 S.F. 1 2 , 0 0 0 S . F . 6,500 S.F. 50,000 S.F. 25,000 S.F.x 2 STORIES 25,000 S.F. 16,000 S.F.16,000 S.F. 6,500 S.F. 10,000 S.F. 10,000 S.F. 12,000 S.F. 10,000 S.F. 1 6 ,0 0 0 S .F . 8 , 0 0 0 S . F . 45,000 S.F. x 5 STORIES 8,600 S.F. x 2 STORIES RETAIL R E S T RETAILRETAIL R E S T R E T A I L R E S T FLATS BROWNSTONES 6,500 S.F. 7 ,0 0 0 S .F . 25,000 S.F.x 2 STORIES 8 , 0 0 0 S . F . 8 ,0 0 0 S .F . 2 5 , 0 0 0 S . F . x 2 S T O R I E S 10,000 S.F.x 2 STORIES 1 6 , 0 0 0 S . F . S E N I O R H O U S I N G SENIOR HOUSING H O T E L 4 0 ,0 0 0 S .F .x 3 S T O R I E S 21,000 S.F. x 3 STORIES 1 3 ,0 0 0 S .F . x 3 S T O R I E S RETAIL 7,000 S.F. LOT 2 LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 OUTLOT A OUTLOT C LOT 1 LOT 2 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 BLOCK 3 LOT 1 LOT 2 BLOCK 2 BLOCK 1 BLOCK 5 BLOCK 4 S U N S E T T R A I L NW POND NWL=891.0 100-YR HWL = 896.7 WETLAND 3 WETLAND 4 WETLAND 10 E A S T P O N D N W L =9 0 4 .0 1 0 0 -Y R H W L = 9 0 8 .7 POND NWL=910.0 6 0 "R C P @ 0 .6 % FES:896.27 R E : 9 0 4 . 7 3 I E : S P O U T R E : 9 0 5 . 2 8 I E : S P O U T > X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SHRUBS CODE QTY COMMON NAME SIZE SPACING MESA 244 MEDIUM SHRUB - ACCENT 1 GAL 48" o.c. PLANTING AREAS CODE QTY COMMON NAME CONT SPACING SMSH 4,274 SMALL SHRUBS 1 GAL 24" o.c. PERE 11,768 PERENNIALS 4"POT 24" o.c. LASH 20 LARGE SHRUBS 1 GAL 60" o.c. TURF SOD 8315 CASCADE DRIVE SUITE 165 EDEN PRAIRIE, MN 55344 CIVIL & LANDSCAPE TITLE SHEET EXISTING CONDITIONS PRELIMINARY PLAT TREE PRESERVATION TREE INVENTORY OVERALL SITE PLAN TYPICAL STREET SECTIONS TYPICAL STREET SECTIONS PHASE 1 MASS GRADING, DRAINAGE, & EROSION CONTROL SWPPP NOTES ULTIMATE GRADING, PAVING, & DRAINAGE PHASE 1 OVERALL UTILITIES PHASE 1 UTILITY STRUCTURE DATA ULTIMATE UTILITIES TREE PLANTING PLAN UNDERSTORY AND SEEDING PLAN LANDSCAPE DETAILS C0.1 C1.1 C1.2 C1.3 C1.4 C2.1 C2.2 C2.3 C3.1 C3.2 C3.3 C4.1 C4.2 C4.3 L2.1 L2.2 L7.1 CITY SUBMITTAL SES14 APR 2017 PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. BY DATE DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY TITLESHEET PROJECT SHEET INDEX ISSUE / REVISION HISTORY CERTIFICATION PROJECT MANAGER REVIEW L A N D F O R M c Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. OWNER MUNICIPALITY SES 04.14.2017 04.14.2017 SCD14001 2 0 1 7 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Danyelle P. Pierquet License No:Date: NORTH 0 100 200 L202SCD001.DWG UNDERSTORY AND SEEDING PLANL2.2 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. LANDSCAPE NOTES PLANTING LEGEND CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING. COORDINATE INSTALLATION WITH CONTRACTORS PERFORMING RELATED WORK. PLANT MATERIAL SHALL CONFORM TO THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND BE OF HARDY STOCK, FREE FROM DISEASE, INFESTATION, DAMAGE, AND DISFIGURATION. FOR DISCREPANCY BETWEEN THE NUMBER OF PLANTS ON THE SCHEDULE AND THE NUMBER SHOWN ON THE DRAWING, THE DRAWING SHALL GOVERN. ALL PERENNIAL BED AREAS ARE TO RECEIVE 18-INCH MINIMUM DEPTH OF PLANTING SOIL PRIOR TO PLANTING. LANDSCAPE CONTRACTOR IS TO COORDINATE WITH GENERAL CONTRACTOR TO ENSURE THAT DESIGN GRADES ARE MET AS SPECIFIED ON GRADING PLAN. PLANTING SOIL SHALL CONSIST OF 4 PARTS TOPSOIL TO 1 PART PEAT HUMUS, WITH 3 POUNDS OF COMMERCIAL FERTILIZER ADDED PER CUBIC YARD. SEE DETAILS FOR DEPTH OF PLANTING SOIL. PLACE PLANTS ACCORDING TO LAYOUT WITH PROPER NOMINAL SPACING. INSTALL TWO TO THREE (2"-3") INCH DEPTH SHREDDED HARDWOOD MULCH IN PERENNIAL BED AREAS, AND IN BEDS WITH A MIX OF SHRUBS AND PERENNIALS UNLESS NOTED OTHERWISE. INSTALL THREE TO FOUIR (3"-4") INCH DEPTH SHREDDED HARDWOOD MULCH IN SHRUB BED AREAS. INSTALL A FOUR (4') FOOT DIAMETER SHREDDED HARDWOOD MULCH DISH AROUND TREES NOT PLACED WITHIN A SHRUB OR PERENNIAL PLANTING BED. MULCH SHALL BE FOUR (4") DEPTH. ALL PLANTING BEDS SHALL BE EDGED WITH SIX (6") INCH BLACK VINYL EDGING (EXCEPT ALONG CURBING AND CONCRETE WALKS. BLACK DIAMOND OR APPROVED EQUAL. ALL EXISTING DECIDUOUS/CONIFEROUS TREES ARE TO BE TRIMMED OF DEAD WOOD AND PRUNED TO A NATURAL UNIFORM SHAPE. FOR DISCREPANCY BETWEEN THE NUMBER OF PLANTS ON THE SCHEDULE AND THE NUMBER SHOWN ON THE DRAWING, THE DRAWING SHALL GOVERN. QUANTITIES LISTED IN SCHEDULE ARE FOR REFERENCE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING QUANTITIES ON PLAN PRIOR TO BID AND INSTALLATION. ALL DISTURBED AND NEWLY PLANTED AREAS SHALL BE IRRIGATED WITH AN UNDERGROUND IRRIGATION SYSTEM. THE SYSTEM SHALL BE DESIGNED BY THE IRRIGATION CONTRACTOR. THE IRRIGATION CONTRACTOR IS TO SUBMIT SHOP DRAWINGS OF IRRIGATION DESIGN AND CALCULATIONS FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. IRRIGATION CONTRACTOR IS TO MEET ALL PLUMBING CODES AND REQUIREMENTS. PARKING ISLANDS WITHOUT SHRUBS NEED NOT BE IRRIGATED. FOLLOW MNDOT SEEDING MANUAL FOR PLANTING INSTRUCTIONS FOR ESTABLISHMENT OF NATIVE SEED AND PROVIDE COORDINATION FOR REQUIRED EROSION PREVENTION AND SEDIMENT CONTROL. SHRUBS CORNUS SANGUINEA `CATO` / ARCTIC SUN DOGWOOD CORNUS SERICEA `FARROW` / ARCTIC FIRE RED TWIG DOGWOOD CORNUS STOLONIFERA `ISANTI` / ISANTI DOGWOOD JUNIPERUS SABINA `SCANDIA` / SCANDIA JUNIPER RHUS AROMATICA `GRO-LOW` / GRO-LOW FRAGRANT SUMAC SALIX PURPUREA `CANYON BLUE` / ARCTIC BLUE LEAF WILLOW SYRINGA PUBESCENS `MISS KIM` / MISS KIM KOREAN LILAC GRASSES BOUTELOUA GRACILIS `BLONDE AMBITION` / BLUE GRAMA PANICUM VIRGATUM / SWITCH GRASS PENNISETUM ALOPECUROIDES `HAMELN` / HAMELN DWARF FOUNTAIN GRASS SCHIZACHYRIUM SCOPARIUM `CAROUSEL` / CAROUSEL LITTLE BLUESTEM SPOROBOLUS HETEROLEPIS `TARA` / PRAIRIE DROPSEED PERENNIALS ACHILLEA MILLEFOLIUM `SUNNY SEDUCTION` / SUNNY SEDUCTIONYARROW ALLIUM TANGUTICUM `SUMMER BEAUTY` / SUMMER BEAUTY GLOBE LILY CALAMINTHA NEPETA `WHITE CLOUD` / LESSER CALAMINT CAREX GLAUCA / BLUE SEDGE HOSTA X `HONEYBELLS` / PLANTAIN LILY LEUCANTHEMUM MAXIMUM `BECKY` / SHASTA DAISY NEPETA X FAASSENII `WALKERS LOW` / WALKERS LOW CATMINT PACHYSANDRA TERMINALIS / JAPANESE SPURGE PEROVSKIA ATRIPLICIFOLIA `FILIGRAN` / RUSSIAN SAGE RUDBECKIA FULGIDA SULLIVANTII `GOLDSTURM` / BLACK-EYED SUSAN SEDUM X `AUTUMN FIRE` / AUTUMN FIRE SEDUM YUCCA FILAMENTOSA `IVORY TOWER` / IVORY TOWER YUCCA PLANT SCHEDULE FINISHED GRADE 6" MULCH SHALL BE MAXIMUM ONE (1) INCH BELOW PAVING SURFACE WIDTH OF EXCAVATION SHALL EXTEND A MINIMUM OF SIX (6") INCHES BEYOND THE PLANT ROOT STRUCTURE. REFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVER OUTSIDE PLANTING BED PLANTING SOIL (SEE PLANS) EXISTING SUBGRADE REFER TO LANDSCAPE PLAN(S) FOR SPECIFIC PLANTINGS NO SCALE EDGING AT PLANTING BED EDGING (SEE PLANS) 5 REMOVE UNSUITABLE FILL IF PRESENT IN PARKING ISLAND. REPLACE WITH AMENDED SOILS SUITABLE FOR PLANTING. (SEE PLANS). MOUND PLANTING SOIL ABOVE CURB AS SHOWN. INSTALL MULCH BELOW THE TOP OF CURB AS SHOWN. MAINTAIN A RING FREE OF MULCH IMMEDIATELY SURROUNDING EACH PLANT. DO NOT MOUND MULCH AGAINST PLANT STEMS AND TRUNKS. REFER TO LANDSCAPE PLAN(S) FOR SPECIFIC PLANTINGS. BACKFILL WITH PLANTING SOIL (SEE PLANS) NO SCALE PLANTED PARKING ISLAND 2' MAINTAIN 2' MIN. FROM BACK OF CURB TO PLANT MATERIAL. MULCH SHALL BE ONE (1) INCH BELOW THE TOP OF CURB (TYP). MULCH (SEE PLANS) 6 12" 6 "MIN. MIN. EXISTING SUBGRADE PERENNIAL SPACING VARIES (SEE PLANS) CREATE SAUCER AROUND PLANT WITH PLANTING SOIL REFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVER OUTSIDE PLANTING BED SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. PLANT MATERIAL SHALL NOT BE PLACED CLOSER THAN ONE (1) FOOT FROM EDGE OF PLANTING BED IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. BACKFILL WITH PLANTING SOIL THAT IS THOROUGHLY TILLED AND LOOSENED. (SEE PLANS) NO SCALE PERENNIAL PLANTING MULCH (SEE PLANS) EDGING (SEE PLANS) 4 SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. PLACE PLANT AS SHOWN ON PLAN EXISTING SUBGRADE REFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVER OUTSIDE SHRUB BED(S)FINISHED GRADE IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. DIG PLANTING PIT NO DEEPER THAN HEIGHT OF ROOT BALL. TOP OF ROOT MASS SHALL BE LEVEL WITH FINISHED GRADE PLANTING SOIL (SEE PLANS) NO SCALE SHRUB PLANTING DIG PLANTING PIT 3X WIDEST DIMENSION OF ROOT BALL ROOT BALL SITS ON EXISTING OR RECOMPACTED SUBGRADE. FOUR (4) INCH HIGH SOIL BERM CONSTRUCTED AROUND ENTIRE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL EDGE. MULCH (SEE PLANS) EDGING (SEE PLANS) 3 TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE OR FIRST MAJOR BRANCHING ROOT ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAIN APPROPRIATE DEPTH. DOUBLE STRAND 14 GA. WIRE - 3' @ 120 DEGREE INTERVALS (TYP.) V A R I E S AREA DUG FOR PLANTING 2x-3x DIA. OF SOIL BALL 2 4 " M I N SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 2" X 2" X 24" WOOD STAKE SET AT ANGLE PLANTING SOIL (SEE PLANS) EDGE CONDITION VARIES (SEE PLANS) CUT TOP OF WIRE BASKET 1/3 (MIN.) FROM TOP OF BALL. CUT TWINE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROM TOP OF ROOTBALL. 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) FLAGGING: ONE (1) PER WIRE 8' STEEL STAKE ON THE SIDE OF PREVAILING WIND. PLACE TWO (2) INCHES FROM ROOT BALL. INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING. REJECT ANY TREES THAT ARE SEVERELY AFFECTED. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BE UTILIZED ONLY IF NECESSARY. MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD AS DEFINED ON PLANS AND/OR SPECIFICATIONS. NO SCALE CONIFEROUS TREE PLANTING EXISTING SUBGRADE AREA DUG/TILLED TO PROMOTE ROOT GROWTH 3-5x DIA. OF SOIL BALL EXISTING SOIL LOOSENED FOUR (4") INCHES MAX.SHREDDED HARDWOOD MULCH 2 SUBGRADE AREA DUG/TILLED TO PROMOTE ROOT GROWTH 3-5x DIA. OF SOIL BALL AREA DUG FOR PLANTING 2-3x DIA.OF SOIL BALL SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING CUT TOP OF WIRE BASKET 1/3 (MIN.) FROM TOP OF ROOTBALL. CUT TWINE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROM TOP OF ROOTBALL. 2" X 2" X 24" WOOD STAKE SET AT ANGLE EXISTING SOIL LOOSENED PLANTING SOIL (SEE PLANS) EDGE CONDITION VARIES INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING. REJECT ANY TREES THAT ARE SEVERELY AFFECTED. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BE UTILIZED ONLY IF NECESSARY. MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. FLAGGING: ONE (1) FLAG PER WIRE DOUBLE STRAND 14 GA. WIRE - 3' @ 120 DEGREE INTERVALS (TYP.) TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE OR FIRST MAJOR BRANCHING ROOT ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAIN APPROPRIATE DEPTH. 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) TREE WRAP TO FIRST BRANCH 8' STEEL STAKE ON THE SIDE OF PREVAILING WIND. PLACED WITHIN TWO (2) INCHES OF ROOT BALL. NO SCALE DECIDUOUS TREE PLANTING V A R I E S P E R S P E C I E S ( S E E P L A N S ) 2 4 " M I N . FOUR (4") INCHES MAX.SHREDDED HARDWOOD MULCH (SEE PLANS) 1 IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. NO SCALE STEEP SLOPE PLANTING SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. EDGE CONDITION VARIES (SEE PLANS) EDGING (SEE PLANS) EXISTING SOIL. DIG AND TURN TO LOOSEN AND REDUCE COMPACTION. MULCH (SEE PLANS) ROUND-TOPPED SOIL BERM, 4" HIGH x 8" WIDE, ABOVE ROOT BALL SURFACE, CENTERED ON DOWNHILL SIDE FOR 240 DEGREES.FINISHED GRADE EXISTING SUBGRADE ORIGINAL GRADE SHALL PASS THROUGH POINT WHERE TRUNK MEETS TOP OF ROOT BALL. DIG PLANTING PIT 3X WIDTH OF ROOT BALL ROUND-TOPPED BERM ROOT BALL EDGE S L O P E 7 8315 CASCADE DRIVE SUITE 165 EDEN PRAIRIE, MN 55344 CIVIL & LANDSCAPE TITLE SHEET EXISTING CONDITIONS PRELIMINARY PLAT TREE PRESERVATION TREE INVENTORY OVERALL SITE PLAN TYPICAL STREET SECTIONS TYPICAL STREET SECTIONS PHASE 1 MASS GRADING, DRAINAGE, & EROSION CONTROL SWPPP NOTES ULTIMATE GRADING, PAVING, & DRAINAGE PHASE 1 OVERALL UTILITIES PHASE 1 UTILITY STRUCTURE DATA ULTIMATE UTILITIES TREE PLANTING PLAN UNDERSTORY AND SEEDING PLAN LANDSCAPE DETAILS C0.1 C1.1 C1.2 C1.3 C1.4 C2.1 C2.2 C2.3 C3.1 C3.2 C3.3 C4.1 C4.2 C4.3 L2.1 L2.2 L7.1 CITY SUBMITTAL SES14 APR 2017 PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. BY DATE DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY TITLESHEET PROJECT SHEET INDEX ISSUE / REVISION HISTORY CERTIFICATION PROJECT MANAGER REVIEW L A N D F O R M c Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. OWNER MUNICIPALITY SES 04.14.2017 04.14.2017 SCD14001 2 0 1 7 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Danyelle P. Pierquet License No:Date: L702SCD001.DWG LANDSCAPE DETAILSL7.1