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CAS-07_2017-07 MISSION HILLS SENIOR HOUSINGON HILLS SEN HWY 101 AND 86TH STREET WEST CHANHASSEN, MINNESOTA PROJECT TEAM OWNER HEADWATERS DEVELOPMENT 1-7550 HEMLOGK AVENUE LAKEVILLE, MN 55044 GONTAGT: MIKE HOAGBERG PHONE: (952)3-78-4386 CONTRACTOR ENGELSMA GONSTRUGTION, ING. MINNEAPOLIS, MN 5542-7 GONTAGT: JEFF ENGEL5MA PHONE: (763) 536-9200 ARCHITECT SPERIDES REINERS ARCHITECTS, ING 4200 WEST OLD SHAKOPEE ROAD SUITE 220 BLOOMINGTON, MN 55457 GONTAGT: ERIG REINERS PHONE: (952) 996-G662 CIVIL ENGINEER BKBM ENGINEERS 59429 BROOKLYN BLVD. MINNEAPOLIS, MN 5542G GONTAGT: KEITH MATTE, PE PHONE: (763) 843-0446 STRUCTURAL ENGINEER BKBM ENGINEERS 5942G BROOKLYN BLVD. MINNEAPOLIS, MN 5542q GONTAGT: TINA WYFFELS, PE PHONE: (763) 543-0420 SURVEYOR: SONDE LAND SURVEYING 9001 EAST BLOOMIN67ON FREEWAY SUITE #115 BLOOMINGTON, MN 55420 GONTAGT: LENNY GARLSON PHONE: (952) 551-2455 OR LIVING PROJECT IMA &E LOCATION MAP I LOCATION MAP - lJ � boll 7 J J �fiv - 5rath ki"flit ;. ` i" coj? t y p vke s 741 3 SHEET INDEX f � W Discipline N 5HEET NAME v 6ENERAL GENERA_ AO.O TITLE SHEET 1 Q PLAT PLAT PLAT PLAT Q 'I SURVEY rSURVEY 5URVE SURVEY Q Y CIVIL CIVIL _ G100 GRADING, DRAINAGE, AND EROSION CONTROL PLAN Q CIVIL G200 UTILITY Q CIVIL_ G300 -PLAN PAVING AND GEOMETRIC, PLAN Q GIVIL C301 TRUCK TURNING MOVEMENT PLAN Q CIVIL C400 CIVIL DETAILS SHEET Q CIVIL C401 CIVIL DETAILS SHEET Q CIVIL G500 STORM WATER POLLUTION PREVENTION PLAN Q LANDSCAPE LANDSCAPE A1.1 51TE PLAN, SITE PLAN DETAILS Q LANDSCAPE A1.2 MONUMENT SIGN DETAILS, PATIO GARDEN FENCE DETAILS O LANDSCAPE A1.3 LAND5GAPE PLAN, INSTALLATION DETAILS, PLANT SCHEDULE O LANDSCAPE A1.4 PLANTING PROFILES, RAIN GARDEN DIAGRAM, ENLARGED PLANTING BED PLANS O ARCWTECTURAL ARGHIT17-CTURAL A3.0 EXTERIOR ELEVATIONS ARCHITECTURAL A3.1 EXTERIOR ELEVATIONS Q ARCHITECTURAL A3.2 EXTERIOR ELEVATIONS ARCHITECTURAL A3.10 CAMPUS VIEWSARCHITECTURAL A3.11 CAMPUS VIEWSARGHIS-EGTURAL I A3.20 TWINHOME VILLA VIEWS AND ELEVATIONSARCHITECTURAL A3.21 TWINHOME VILLA DE51ON OPTIONS PHOTCCNiETRIGS PHuTOMETRIGS M SITE PHOTOMETRIGS F Q CITY OF CHANHASSEN RECEIVED MAR 1 I Yu I 1 CHANHASSEN PLANNING DEPT 0 oLo ce wo w a 0 Lu z o 0� z06o'Z o O C� 0,01 ' w (N 3� 04 Zol cq oui0o•Lo Lo a � ,It cnma� = X 0. z O C TITLE SHEET PROJECT NO: 14-040 DRAWN BY: AJA CHECKED BY: DWER Z A0.O .Z O Denotes iron monument set marked / with P.L.S. No. 44890s'ru C 22 0,0 Denotes 1/2 inch iron monument found, marked \'yc with PLS No. 44890, unless otherwise noted [100.00] Denotes per plat of MISSION HILLS \ A I)V931L//ON 1411 / AR 3RD ADD/T/ON / \1 �'^ The northeasterly line of Outlot E, MISSION HILLS �� \ I o /�\ 4, 1 -) /< is assumed to have a bearing of S43°34'48"E. A �� W" ,L C5 TF � ° ^ (`I� S89953'27"E 84.01 _\ 3r,� \ �' NO°17'22"E �1\ 7 0 n�� - OR 10.77 / i 50 0 50 I00 �� o� V �- DRAINAGE AND I i/ � L �/ \ \p°-UTILITY EASEMENT-� �3\\ \ / ` j SCALE IN FEET J \\t.+r/�� (l\�rr \` �ry/�hy°$ 11=�N �\\ J \ �C�4. ry06� / FOUND IRON \ J s�6'. SAAOS6� 74j?g9\ /�a RLS #15475 �'v 1469041' 10"Earya�� i qRy O ' CPO 1.1.44 \ \7T �s N29 0251'W-=-'� ` ',�"� �ly,l9�ij� * 7T lS 15.06 \p __ _ SO°43'54"E �LOA NII°:59'52"E ------ },------- _ 6.12 \ J DRAINAGE AND 9.82 ,:=J /(__ -S48 12'03"W � / -FOUND IRON ( RLS #15475 UTILITY EASEMENT N42°31'35"E_,--" 33.12 } ° N45 00 51'W / 3.40 CORNER. OF SE /-SEC. 24,. T.I I6, R.23 ( N89019'43"W 702.06 / t ------ POINT OF RIGHT OF WAY LINE PER- _FOUND I/2 INCH KNOW ALL MEN BY THESE PRESENTS: That Klingelhutz Farms, LLC, a Minnesota limited liability company, owner and proprietor of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot E, Mission Hills, according to the recorded plat thereof, Carver County, Minnesota; Excepting therefrom that part of said Outlot E which lies easterly of Line I described below: Line I: Commencing at the northwest corner of said Section 24; thence run easterly on an assumed azimuth of 90 degrees 40 minutes 27 seconds al n feet to the point of beginning of Line I to be described; thence run souther non - tangential the north line thereof for 702.06 p g g southerly 506.7$ feet on a non tan n i I curve, n having a radius of 981.46 feet a delta angle of 29 degrees 35 minutes 06 seconds ge t o r e, concave to the east, h g 9 g d and a chord azimuth of 194 degrees 46 minutes 10 seconds; thence on an azimuth of 179 degrees 58 minutes 37 seconds for 142.44 feet; thence run southwesterly 200.17 feet on a non -tangential curve, concave to the southeast, having a radius of 330.00 feet, a delta angle of 34 degrees 45 minutes 16 seconds and a chord azimuth of 245 degrees 39 minutes 35 seconds and there terminating; together with that part of Outlot E, which lies westerly of Line 2 described below: Line 2: Commencing. at the point of beginning of Line I described above; thence an an azimuth of 37 degrees 42 minutes 07 seconds for 277.94 feet; thence on an azimuth of 45 degrees 50 minutes 30 seconds for 323.26 feet; thence on an azimuth of 136 degrees 25 minutes 42 seconds for 200.01 t Line 2 to be described; thence on an azimuth of 225' degrees 50 minutes 31 seconds for 321. 0 0 fee to the point of beginning of g Z feet; thence deflect to the Left on a tangential curve, having a radius of 781.48 feet and a delta angle of 45 degrees 51 minutes 50 seconds for 625.56 feet; thence on an azimuth of 179 degrees 58 minutes 38 seconds for 62.54 feet, more or less, to its intersection with the south line of Outlot E, said Mission Hills, and there terminating. Has caused the some to be surveyed and platted as MISSION HILLS 3RD ADDITION and does hereby dedicate to the public for public use forever the ponding easements and the drainage and utility easements as created by this plat. In witness whereof said Klingelhutz Farms, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this _ day of _ 20__. Signed: Klingelhutz Farms, LLC O --'--_0 10.44 (/ -FOUND IRON COUNTY OF -_ --- S54 OS 46"W // RLS #12043-- STATE OF \\ 21.28 DRAINAGE AND UTILITY EASEMENT S c\ 1 559027'02"W SEMEN \ This instrument was acknowledged before me on __ day of 20- by _ ___ the 27.99 ORAtNpGE pN0 U-1101 EP \\ OO; \ \ -A --___- of said Klingelhutz Farms, LLC, a Minnesota limited liability company. �ry jk6. `7 A). `,�O �� -------�---- -- BEGINNING MnDOT ROW PLAT NO. SOLID IRON 1_ A, / OF LINE 1 10-17 NORTHERLY LINE OF /0 NORTH LINE T THE NW IE, 23 0 �} TRUNK HIGHWAY NO. 312 OF SEC. 24, WP. IIfi, RG.. -RIGHT OF WAY LINE PER N / MnDOT ROW PLAT N0. 10-31 LOT 1 � - Cl QZ 03 N 4V �/ `a b • / bj ?ems aCNI CV 50�J 001 \ 1 .h� �` `"' (JCo h / �N - / Jn tv DRAINAGE AND UTILITY EASEMENT \4 y"21 I �� 5b 9 T' * \ �� Ny9 _FOUND IRON %(\ RLS #15475 ul o I BL 0CK > <W I ! I _ ¢� N 0� Ij� 101 hN 0~ \4_ 1 "I LAJ 0° S25°38'22"E= ��"-DRAINAGE AND f�� v 22.78 = I . ;..J+Z ENT- �'�% -N8l°2.22 .,i � � , I _ UTILITY EASEMENT 5 1 r` FOUND ALUMINUM R/W MONUMENT- ,, ol 9'/W N0�° 62.41-- L - N / N24°36'23"W 9,0 10 24.25 10 `r f / N41012'00"W 14.86 N27007'11"E In, I�I1 S84°44'04"- E ~ - ---` 11.60 FOUND ALUMINUM R/W MONUMENT c - t�SOUTH LINE OF OUTLOT E Tf\w/AV i A An ni,T lw, ,tiv l N89 °50 25"W 418.38 / 1Np0E ANO Uj\UtTY EASEMENt ,s i / FOUND ALUMINUM R/W MONUMENT - ! o o _ - o / rl'AIA \/ A//n r7/ ur7 r rrl l / v v. /,r- IA/A\,' F�/ AT A//) l 7 r7 / L/i rr/-1 / , L_/-1 / l VL/. �i J d= 4 °18'17" R= /737.03 L=/30.51 [A--4'/8'/0 J A-/J0.45j �°_ Notary Public, -- - County, Minnesota �ryj k My Commission Expires .T C7� - � -FOUND REBAR I, Leonard F. Carlson, do hereby certify that this plat was prepared by me or under my direct the State of Minnesota; that this plat is a correct representation of the boundary survey, on this plat; that all monuments depicted on this plat have been, or will be correctly set defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate shown and labeled on this plot. supervision; that that all mathematical within one year; that are shown and labeled I am a duly Licensed data and labels are all water boundaries on this plat; and all Land Surveyor in correctly designated and wet lands, as public ways are C-) C STATE OF MINNESOTA COUNTY OF HENNEPIN (� This instrument was acknowledged before me on CHANHASSEN, MINNESOTA Leonard F. Carlson, Land Surveyor Minnesota License No. 44890 day of 20__ by Leonard F. Carlson, Land Surveyor. Notary Public, Dakota County, Minnesota My Commission Expires This plot of MISSION HILLS 3RD ADDITION was approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meeting thereof helod this _ day of _ _ 20_, and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. All monuments will be setas specified by the City Council and as stated on this plat, according to Minnesota Statute, 505.02, Subd. 1. By: CITY COUNCIL OF CHANHASSEN, MINNESOTA Mayor By: Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this County Surveyor, Carver County, Minnesota Luke Kranz, County Surveyor 02 County Auditor/Treasurer, Carver County, Minnesota day of I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this -_ day of _-, 20__. Laurie Davies, County Auditor/Treasurer By. County Recorder, Carver County, Minnesota I hereby certify that this plat of MISSION HILLS 3RD ADDITION was filed this o'clock _.M. as Document No. r Luke Kranz, County Recorder M_ day of Clerk 20__. 20___ at JISUNDE LEWD SURVEYING LEGEND 0 Denotes iron monument set marked with P.L.S. No. 44890 • Denotes found iron monument BTL Denotes beaver tail curb CB Denotes catch basin CBX Denotes communication box DIP Denotes ductile iron pipe EMH Denotes electric manhole G Denotes gutter GAS V Denotes gas valve GP Denotes guard post HCR Denotes handicap ramp HYD Denotes fire hydrant INV Denotes structure invert LP l)CnofcS light pule (P) Denotes per plan PVC Denotes polyvinyl chloride pipe RCP Denotes reinforced concrete pipe SAN Denotes sanitary manhole SAN S Denotes sanitary sewer ST S Denotes storm sewer TC Denotes top of concrete curb TCS Denotes traffic control sign TCBOX Denotes traffic control box TL Denotes traffic light UGC Denotes underground communication line W Denotes water line WV Denotes water valve WWB Denotes wood wall base EVG Denotes evergreen tree MPL Denotes Maple tree POP Denotes Poplar tree 77CC 907.0 907.2 907.2 907. OC,3TC 90�2 BTL • 907.6 • 907. N\ 1 CB TOP-905.9 INV-902-0 )TC If{e/ y 907Tc.1 i. h y _• 918.5 7& L� a a i /7-15.7 i M /•912.5 .3 / I xB .3 x 9 0 �/9/19,1 lLL"" h 911.6 /4 rl ,x 911.7 F� I+913.0 908.3 \ TC \\� 908.9 909TC �FOUND RLS ��.7\91\ \ o.z 12043 IRON \ \ MONUMENT _ Sf MPq / • yuo.o o C3 U- DESCRIPTION OF PROPERTY SURVEYED (Per Trustee's Deed Doc. No. 550537) Outlot E of the plat of Mission Hills, Carver County, Minnesota, said plat being of record at the Carver County Recorder's Office, excepting therefrom existing right-of-way as taken for Trunk Highway Number 312. PLAT RECORDING INFORMATION The plat of Mission Hills was filed of record on December 30, 1994, as Document No. 175888. [ ] Bearings and/or dimensions listed within brackets are per plat or record documents. TITLE COMMITMENT This survey was prepared without the benefit of current title work. Easements, appurtenances, and encumbrances may exist in addition to those shown hereon. This survey is subject to revision upon receipt of a current title insurance commitment or attorney's title opinion. GENERAL NOTE I.) Survey coordinate and bearing basis: Carver County Coordinate System UTILITY NOTES I.) Utility information from plans and markings was combined with observed evidence of utilities to develop a view of the underground utilities shown hereon. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, excavation may be necessary. 2.) Other underground utilities of which we are unaware may exist. Verify all utilities critical to construction or design. 3.) Some underground utility locations are shown as marked onsite by those utility companies whose locators responded to our Gopher State One Call, ticket number 142880897. 4.) Contact GOPHER STATE ONE CALL at 651-454-0002 (800-252-1166) for precise onsite location of utilities prior to any excavation. Area = 376,546 square feet or 8.64 acres J / , tJ x 909.5 . 909.3 - 8_�1 7i L--_xs1oSG R A S S 4.1U. :9113� � 910.8 YNK H/GHWA Y No. [� I A -T- N I /1 .1 r, 1 -7 I, L _rl I I N\/. I \J - I BENCH MARKS (BM) I.) Top of top nut of fire hydrant on the west side of Highway 101, Ist hydrant south of 86th St. W. Elevation = 914.12 feet 2.) Top of top nut of fire hydrant on the north side of 86th St. W., Ist hydrant southeast of Highway 101 Elevation = 913.32 feet Elevations shown are based on NAVD 88 Datum 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. Dated this 4th day of November, 2014 SUNDE -,ND.•'SUURVEYINGG, LLL'C.._ By. --+------------- 2 r Leonard F. Carlson, P.L.S. Minn. Lic. No. 44890 fAm BOUNDARY, LOCAT/ON, TOPOGRAPHIC and UTILITYSURVEYFOR. SPER/DES RE/NERSARCH/TECTS, INC CH.ANHASSEN SENIOR HOUSING JISUNDE Main Office: 9D01 East Bloomington Freeway (35W) • Suite 118 Bloomington, Minnesota 55420-3435 J.4" SURVBYIIVG 952-881-2455 (Fax: 952-888-9526) West Office: WWw.>surlds.0ofn Mandan, North Dakota 701-663-5562 40 0 40 80 Project- 20/4-/79 Bk/Pg:68513J Dote: 11110412014 Township: ll6 Ronge:23 Section: l3 SCALE IN FEET File:2014/7900/.dwo ISheet: 1 of 1 IQ PROPOSED PLAN SYMBOLS CONSTRUCTION LIMITS - - - - -- - - SILTATION FENCE X X X- PROPERTY LINE - - - SAWCUT LINE (APPROX.) CURB REMOVAL , BITUMINOUS REMOVAL PROPOSED CONTOUR -� DRAIN TILE ---�--- STORM SEWER �-�}- W UG 907.I h .� TO h • 908.3 `'" 0 �y 7.9 907.3 77CC 908.7 x 908.5 HOCR 9007.4 909.0 ` 908.8 BITUMINOUS 907.E °a°oph� 901 \ r ? TIC._ _X-1109.1 -908.6 c s ' r y;F. ToCB c�. I A\\ CONC • 9A2 s 4 TOP=907.3 HYD 0/Z"RCP 09.°�909 F908.J 082T 08.C4(079 INV=904.6 ST S �•�J° 9� so RCP T1 I !\ 9 3 R �1 TC (+ 90 .2 ' / < P soas 777 TO / / x 91�.2 908.7 y Sp ` ncB `p�Tc 908.5 3O TO GQ .6 1 o b 909 2 rny�° Ro s o ' TC TO P �\ok RCP �4 n� TC 09.2 x 910:7 a 7.8 ' ohs RETAINING WALL � �� is 1 \� lo.o a`O^ x s s /�5 . / `• `�\��,� CATCH BASIN ■ ® p / y APPROXIMATE DISTURBED AREA ! G di / MANHOLE _ / V 9'!"Y % / "a 9 0�7 l 2 ,� ®K IS 8.64 ACRES / FLARED END SECTION , r\�-� rc.6 911.2 5 s�.1 oi9 i7/ oa y/� B, S L o9 or /P c o FLARED END SECTION eo ZS / L2 HIII 908. WITH RIPRAP p� / Q?' 9 7 /i �� DtV. 4-.70 2 9os EROSION CONTROL BLANKET (TEMPORARY)4r C TO TC..`�Ls �/ W D 4 . EROSION CONTROL X 6 OF +% �' "' ' 2 BLANKET (PERMANENT) C 22 J� y ° 9 5 F� B W 13. 4.5 4.5 TO ROCK CONSTRUCTION �"� v k. J �6 ENTRANCE GO�Ge J�\�O v • 2.o ryo �• ✓ PROPOSED ' 4 z DRAINAGE FLOW ARROW >� _I z,6 =e1z.o 9u.5 0�4 a`ti" �9 �86.a■ I A TC 91 RETAINING WALL SPOT �\ q 4.6 4.7 4.7 _6 2 ��6 ELEVATION _\. O� 4.5 _ . o0s.a it TO SPOT ELEVATION 0.3 TC'6 �� °a9oS�6y TO // PROPO L # 08 0 2 J •s12.2 /• 13. y 35 B G 4.7 E D I E PIT SOIL BORING / / "�?� c� } /// / 15J 3.7 W3. 911. CONCRETE WASHOUT coNCRere ^�`'\ TO AREA /1 \ 13.3 •9,/2/ /� x 5.0 /-/- 3.4 { 3 •.¢„ 912.5 *NOTE: CONSTRUCTION LIMITS ARE ANTICIPATED TO Y`" 4.1 3.9 TR TO BE PROPERTY LINE UNLESS OTHERWISE X , °ti SHOWN. \ ��J4��3. lu�- 3.a TC / \15 � 1918.2 ,.,,, r �. 3.2 B 9 4 2 J ABBREVIATIONS BLDG Building BM Bench Mark BW Bottom of Wall CB Catch Basin CONC Concrete ELEV Elevation EX Existing FFE Finished Floor Elevation HWL High Water Level INV Invert LFE Lower Floor Elevation MAX Maximum MH Manhole MIN Minimum PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe TW Top of Wall W.O. Washout STORMRECEIVE RUNOFF FROM CONSTRUCTION ACTIVITIES. INSTALL INLET SEDIMENT -1 • PER DETAIL • •l ��' i' 2/C400 ON ALL STORM INLETS THAT MAY RECEIVE *W74. • ' • ' 4; 1�/ • � ��f jai i, �'+®'}�� 914.2 i �• f�•�• � �h / fly s ��j � �'�' _ f�a f�, fig. ��•) f , , 1 : 1 CPU, V CP ,909,7 ul'GP GP 9 3 r� 910.8 T S 910.4 TO 910.b 910.6 x 910.2 10 1.5 TG 4 /$ 5/ c I? 910.6 TO • 910.8 910.6 WV SA TOP0.8 (9T.6 = 910.2 TO cG • KEYED NOTES KEYED NOTES ARE DENOTED BY NO ON PLAN. �1 INSTALL ROCK CONSTRUCTION_ ENTRANCE. REFER TO DETAIL 1/C400. 0 INSTALL SILT FENCE USING ORANGE FABRIC. REFER TO DETAIL 4/C400. ❑3 INSTALL INLET SEDIMENT PROTECTION. REFER TO DETAIL 2/C400. ® INSTALL MN/DOT 3885 CATEGORY 2 TEMPORARY STRAW FIBER EROSION CONTROL BLANKET. INSTALL MN/DOT 3885.2B.5 CATEGORY 1 TURF REINFORCEMENT MAT. ADDITIONAL PERIODIC MAINTENANCE MAY BE REQUIRED AT OVERFLOW AREAS. © FILTRATION BASIN AND WATER QUALITY TREATMENT PONDS ARE TO BE CONSTRUCTED AT THE BEGINNING OF GRADING OPERATIONS. FILTRATION BASINS ARE TO BE ROUGH GRADED AND SURROUNDED WITH SILT FENCE PER DETAIL 4/C400. REFER TO DETAIL 2/C100 FOR FILTRATION BASIN CROSS SECTION. CONSTRUCTION TRAFFIC IN FILTRATION AREAS IS NOT ALLOWED AFTER AREA HAS BEEN EXCAVATED. IF AREA BECOMES COMPACTED. LOOSEN SOIL WITH MECHANICAL TILLER PRIOR TO FINAL STABILIZATION. FILTRATION AREAS ARE NOT APPROVED BORROW SITES AND ARE NOT TO BE USED FOR TEMPORARY SEDIMENT BASINS. CONT RACTOR SHALL ENSURE THAT BASINS INFILTRATE AT A MINIMUM RATE OF 1-INCH PER HOUR USING A PERCOLATION TEST ON ALL BASINS BEFORE FINAL ACCEPTANCE. PERCOLATION TEST SHALL BE SIGNED BY A REGISTERED GEOTECHNICAL ENGINEER AND SUBMITTED TO THE CITY AND ENGINEER FOR REVIEW BEFORE FINAL APPROVAL. �j APPROXIMATE LOCATION OF TEMPORARY CONTAINED CONCRETE WASH OUT BIN. REFER TO THE MINNESOTA'S NPDES/SDS GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY FOR MORE DETAILS. SELF CONTAINED CONCRETE WASHOUTS ON CONCRETE DELIVERY TRUCKS IS AN ACCEPTABLE ALTERNATIVE TO ON -SITE CONTAINMENT. REFER TO DETAIL 3/C400. © SAWCUT AND REMOVE DRIVE ENTRANCE AND CURB IN ITS ENTIRETY. REFER TO SHEET C300 FOR PROPOSED REPLACEMENT CURB. FOLLOW ALL CITY AND COUNTY STANDARDS AND SPECIFICATIONS. 9❑ REMOVE EXISTING TREE IN ITS ENTIRETY, INCLUDING STUMP. 10 REMOVE CURB AND GUTTER IN ITS ENTIRETY TO THE EXTENT SHOWN. SAWCUT AND REMOVE AT NEAREST JOINT. 11 SAWCUT AND REMOVE BITUMINOUS PAVEMENT IN ITS ENTIRETY TO THE EXTENTS SHOWN. 40' 20' 0 40y 801 SCALE 1W = 401 RETAINING WALL NOTES: 1. ALL TOP AND BOTTOM ELEVATIONS CORRESPOND TO THE RESPECTIVE GRADE ELEVATIONS ON EACH SIDE OF THE WALL. 2. THE BOTTOM ELEVATION IS THE ELEVATION OF THE LOW-GRADE SIDE OF THE WALL, NOT THE TOP ELEVATION OF THE BURIED BLOCK COURSE. 3. ALL RETAINING WALLS SHALL HAVE PROTECTIVE FENCING AT THE TOP WHERE THE VERTICAL HEIGHT EXCEEDS 30 INCHES. REFER TO ARCHITECTURAL AND LANDSCAPE PLANS AND SPECIFICATIONS. 4. MODULAR BLOCK RETAINING WALL SHALL BE DESIGNED AND CERTIFIED BY A MINNESOTA LICENSED PROFESSIONAL ENGINEER. DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER AND ARCHITECT PRIOR TO CONSTRUCTION OF WALL. WALKWAY NOTES: 1. GRADING CONTRACTOR IS TO COORDINATE WITH PAVING CONTRACTOR SO THAT ALL STEPS AND LANDINGS ARE SLOPED PER CODE. 2. ALL SIDEWALK LONGITUDINAL AND TRANSVERSE SLOPES ARE TO BE PER CODE. B TO TC 09.9SAN TOP=909.6 � � GRADING NOTES: INV=887.8 �. ,{. 1. THE CONTRACTOR SHALL VISIT THE SITE, REVIEW ALL CONSTRUCTION DOCUMENTS AND FIELD VERIFY THE EXISTING 2 �c 9O6.6 CONDITIONS PRIOR TO BIDDING. NO ADDITIONAL COMPENSATION WILL BE GIVEN FOR WORK THAT COULD HAVE BEEN o9.a 9oe.7 IDENTIFIED BY A SITE VISIT OR CONSTRUCTION DOCUMENT REVIEW. 13 9/O o9� 2 THE BACKGROUND INFORM4TION WAS PREPARED BY SUNDE LAND SURVEYING CONTACT LEONARD F CARLSON AT 952 ID G, 37 \� c X ap \ 9089 3. 881-2455. ( ) IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL EXISTING 7c UTILITIES. THE CONTRACTOR 4.50 � s. !off SHALL VERIFY THE LOCATION, ELEVATION AND MARK ALL EXISTING UTILITIES 48 HOURS BEFORE CONSTRUCTION STARTS. s o.2 THE ENGINEER, ARCHITECT OR OWNER DOES NOT GUARANTEE THAT ALL THE UTILITIES ARE MAPPED, OR IF MAPPED, 9 y .9oe.7 2 ARE SHOWN CORRECTLY. CONTACT GOPHER ONE AT 651-454-0002 FOR FIELD LOCATING EXISTING UTILITIES. CONTACT � / oaz_ f UTILITY OWNER IF DAMAGE OCCURS DUE TO CONSTRUCTION. T w 905.7 � k 9W05.8 W 4. PROTECT ALL EXISTING STRUCTURES AND UTILITIES ARE NOT SCHEDULED FOR REMOVAL. WHICH 3.7 JOB. g 2 WATER 5. NOTIFY CITY BUILDING INSPECTOR BEFORE TRENCHING AND EXCAVATION WORK COMMENCES. THE CONTRACTOR SHALL OBTAIN APPLICABLE PERMITS 5 J y ( Y05.6 6. ALL PRIOR TO START OF CONSTRUCTION. ALL SPOT ELEVATIONS SHOWN AS 17.65, FOR EXAMPLE, ARE TO BE UNDERSTOOD TO MEAN 917.65. 5 0 905.6 7. ALL SPOT ELEVATIONS ALONG THE CURB -LINE INDICATE THE ELEVATION OF THE GUTTER, UNLESS NOTED OTHERWISE. W / 8. NO LANDSCAPED SLOPES ARE TO EXCEED 3:1 (3 FEET HORIZONTAL TO 1 FOOT VERTICAL) UNLESS NOTED OTHERWISE. � 3.5 '� � , fiFg•) f�,, f�i , f�, � f�, �, • it � � '1` '` �• / � Yeti r2�j11 -� • , .� ` _` 4 � . 1 J �1 / y AW" WIN INS! I'll �1 9 Y IE r � Ie i _ / � � *'�� _ �� v�o � vim'[•) .© • � f , I 1k v :o V • 4 / v / 1 i J 1 of v • I II� Y O j I v i 1 1 v • •u , Y O jff/r mpg All' m SOME 1 • f . q v�o • 4 • •1 WIN \ X'� •{ ` f c[�jii \ vd ' /' � • - � ��A[c�o v�ja �/ J vim° vffio 1i � ,d , I I :'' �/ fl►� ; ffII lu ��,, =f1\ ffi f,�, ©. #' i vl•�o I � ,I I40 IT � v •�-12 05 Lill \��.1,►�i�l v�.i vffiii/ , ��\ -� , SIC , � ' I • I � t•1 A � � n , � 1•TS12fill \p9. 1 . �`,�/• '�' .. 1 • 11. . •. 'Y�,1 fI�C '15-50 , I 50 917 y� �a7.8 TO rc i� - • °III � � � � �- �_ -.-I >/ S-•�) • _ I f _TO ®�I�i► ��i►.0� ��-'�=�=�!`� i'��n r•/ Fri ,, f�► ff• ' I 917. aa... I ` ��`a�4je►) ce TOP=913.9 INV=891.5 9. ACCESSIBLE PARKING AREAS SHALL NOT HAVE SLOPES IN ANY DIRECTION THAT EXCEED 2%. 10. PROVIDE POSITIVE DRAINAGE FROM BUILDINGS AT ALL TIMES. 11. UPON COMPLETION OF THE GRADING AND UTILITY WORK, THE DEVELOPER SHALL CERTIFY THAT ALL GRADING AND UTILITY WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED GRADING AND UTILITY PERMITS. AN AS -BUILT GRADING AND UTILITY PLAN SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND DISTRIBUTION. 12. PRIOR TO ISSUANCE OF BUILDING PERMITS, ALL NECESSARY EROSION CONTROL DEVICES MUST BE IN PLACE AND FUNCTIONING. THE I CITY (AND WATERSHED) WILL INSPECT THE SITE TO DETERMINE ITS SUITABILITY FOR BUILDING ACTIVITIES. IF THE PUBLIC UTILITIES HAVE NOT BEEN INSTALLED AT THIS POINT, IT MAY BE NECESSARY TO WITHHOLD BUILDING PERMITS FOR VARIOUS LOTS TO ALLOW THE CONTRACTOR ADEQUATE SPACE TO PERFORM THIS WORK. 13. ALL DEBRIS CREATED IN THE PROCESS OF CLEARING AND GRADING THE SITE SHALL BE REMOVED FROM THE SITE. THIS INCLUDES TREES AND SHRUBS. UNDER NO CIRCUMSTANCES SHALL THIS TYPE OF MATERIAL BE BURIED OR /\ BURNED ON THE SITE. 14. THE INTENT IS TO STRIP AND SALVAGED TOPSOIL FOR POTENTIAL RE -SPREADING ON THE SITE, IF APPROVED BY THE r\ LANDSCAPE ARCHITECT AND/OR SPECIFICATIONS. (SIX INCHES OF TOPSOIL -AFTER COMPACTION -SHALL BE 0) 10' 10' 1 1D. RE -SPREAD PRIOR TO SEEDING AND MULCHING. EXCESS TOPSOIL MAY BE REMOVED FROM THE SITE PROVIDING THERE O.C. O.C. o.c. IS ADEQUATE TOPSOIL REMAINING TO PROPERLY FINISHE SITE AS THE NOTED ABOVE. THE TOPSOIL STRIPPING, STOCKPILING AND RE -SPREADING SHALL BE DONE IN ACCORDANCE T l! ACC 0, AND NOTED ON, THE APPROVED GRADING PLAN AND SPECIFICATIONS. THE CONTRACTOR SHALL REFER TO THE LANDSCAPE S VARIES DRAWINGS AND SPECIFICATIONS FOR ANY / SPECIAL TOPSOIL OR PLANTING REQUIREMENTS. S01 ACES COMPACTED Q L SURF DURING CONSTRUCTION AND REMAINING 8-INCHES OF FILTRATION MIX PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED THROUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18 INCHES WHILE TAKING CARE TO AV UTILITIES TREE ROOTS RAIN GARDEN AVOID AND OTHER EXISTING VEGETATION PLANTS PRIOR TO FINAL REVEGETATION STABILIZATION. TOPSOIL SHALL MEET MNDOT 3877-2 "LOAM TOPSOIL BORROW" AT T OQ A MINIMUM. S � o 5 pF SEE PLAN FOR PROPOSED ELEVATION 3"1 7 - 15. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION. �/ EV Nk_\L EROSION CONTROL MEASURES SHALL BE INSTALLED TO PREVENT SEDIMENT FROM RUNNING OFF ONTO ADJACENT =I - PROPERTIES. ANY DAMAGE TO ADJACENT PROPERTIES MUST BE CORRECTED AND RESTORED AS SOON AS PERMISSION IS GRANTED FROM THE ADJACENT PROPERTY OWNER(S). I16. IF CONSTRUCTION OF THE SITE WORK PROCEEDS THROUGH THE WINTER MONTHS, ANY DISTURBED AREAS OUTSIDE THE _THE BUILDING FOOTPRINTS ALE TO BE MINIMALLY STABILIZED PRIOR TO MARCH 1, AS FOLLOWS: AREAS PLANNED TO I IF ...-I RECEIVE PAVEMENTS ARE TO HAVE CLASS 5 BASE INSTALLED; ALL OTHER DISTURBED AREAS ARE TO BE SEEDED, - 1 I SCARIFY BOTTOM OF H PLACED, AN - III�r �I I STRAW MULCH PLA D DISC ANCHORED. '�I�IIII-III'-I hlrll- I BASIN TO A DEPTH OF ��-T "-"'-�i8". TAKE CARE NOT TO 17' WINTER MULCHING: DRAIN TILE 3" RE -COMPACT SOIL 17.A. SNOW MULCHING SHALL BE DEFINED AS MULCH MATERIAL SPREAD OVER THE TOP OF SNOW SO THAT THE MULCH FROM BOTTOM F 23- ES IMPORTED CUSTOM MIXED MELTS THROUGH THE SNO W AND STICKS TO THE EXPOSED SOILS. M 0 0 INCH BASIN SOIL BLEND OF 95% WASHED SAND AN 4 INCH SDR 35 PVC 17.B. FROZEN GROUND MULCHING SHALL BE DEFINED AS MULCH MATERIAL SPREAD 0 FR OZEN ROZEN GROUND. MULCH MATERIALS THAT DO NOT - RE REQUIRE DISC -ANCHORING INTO THE SOIL MAY Q ORING M BE PLACED WITHOUT MODIFICATION. 5% IRON FILINGS. PLACE B T MIX PERFORATED DRAIN TILE SPACED MULCH MATERIALS THAT REQUIRE DISC -ANCHORING MAYBE ANCHORED WITH HYDRAULIC SOIL STABILIZERS OR MAY LIFTS, HAND TAMPED. SUBMIT MIX 10' O.C. ACROSS BOTTOM IL BE FROZEN TO THE SOIL BY APPLYING WATER, AT A RATE OF 2000 GALLONS PER ACRE, OVER THE MULCH AS A DESIGN SHOP DRAWING FOR APPROVAL. BASIN. SURROUND DRAIN TILE WITH 3" OF #57 STONE. SUBSTITUTION FOR DISC -ANCHORING. NOTE: 18. RETAINING WALLS AND APPROPRIATE SAFETY FENCING ALONG THE TOP OF WALLS ARE TO BE DESIGNED AND CERTIFIED REFER TO ARCHITECTURAL PLANS FOR RAIN GARDEN PLANTINGS, BY A REGISTERED PROFESSIONAL ENGINEER. SUBMIT RETAINING WALL SHOP DRAWINGS TO PROJECT TEAM PRIOR TO FILTRATION MIX SHALL BE: CONSTRUCTION. CONSTRUCTION SAND MEETING ASTM C-33 60 70% CONS 19. THE CONTRACTOR SHALL LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE. 15-25% TOP SOIL MEETING WITH LESS THAN 4% CLAY CONTENT 20. IF NECESSARY, CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING. CONTACT THE CITY OF CHANHASSEN 24 HOURS 15-25% ORGANIC MATTER MEETING MNDOT GRADE 2 COMPOST N ADVANCE OF ANY D_ t.,ATERING ACTIVITIES. COVER BOTTOM OF BASIN WITH 4-INCHES OF DOUBLE SHREDDED EROSION CONTROL NOTES: HARDWOOD MULCH WITH NO WEED MAT. 1. ALL EROSION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY SITE GRADING OPERATIONS. THE CITY ENGINEERING DEPARTMENT AND WATERSHED DISTRICT MUST BE NOTIFIED UPON COMPLETION OF THE INSTALLATION OF 2 FILTRATION BASIN DETAIL THE REQUIRED EROSION CONTROL FACILITIES AND PRIOR TO ANY GRADING OPERATION BEING COMMENCED. THE 00 NOTTO SCALE CONTRACTOR IS RESPONSIBLE TO SCHEDULE A PRE -CONSTRUCTION GRADING MEETING ON -SITE WITH THE CITY AND WATERSHED DISTRICT. IF DAMAGED OR REMOVED DURING CONSTRUCTION, ALL EROSION CONTROL FACILITIES SHALL BE RESTORED AND IN PLACE AT THE END OF EACH DAY. 2. ANY EROSION CONTROL FACILITIES DEEMED NECESSARY BY THE CITY OR WATERSHED; BEFORE, DURING OR AFTER THE GRADING ACTIVITIES, SHALL BE INSTALLED AT THEIR REQUEST. J 3. NO DEVIATIONS SHALL BE MADE FROM THE ELEVATIONS SHOWN ON THE APPROVED GRADING PLAN, WITHOUT PRIOR APPROVAL FROM THE CITY. I 4. FOR SITES GREATER THAN 1.0 ACRE, AS REQUIRED BY THE MPCA PERMIT REQUIREMENTS, THE PERMIT APPLICANT MUST KEEP AN EROSION CONTROL INSPECTION LOG. INSPECTION MUST BE MADE ONCE EVERY SEVEN DAYS AND WITHIN 24 HOURS AFTER EVERY RAIN EVENT. THE INSPECTION RECORD MUST BE MADE AVAILABLE TO THE CITY AND WATERSHED WITHIN 24 HOURS OF REQUEST. ` 5. FLOWS FROM DIVERSION CHANNELS OR PIPES (TEMPORARY OR PERMANENT) SHALL BE ROUTED TO SEDIMENTATION ____---\ BASINS OR APPROPRIATE ENERGY DISSIPATERS TO PREVENT TRANSPORT OF SEDIMENT TO OUTFLOW TO LATERAL } �\ + CONVEYORS AND TO PREVENT EROSION AND SEDIMENTATION WHEN RUNOFF FLOWS INTO THESE CONVEYORS. I 6. SITE ACCESS ROADS SHALL BE GRADED OR OTHERWISE PROTECTED WITH SILT FENCES, DIVERSION CHANNELS, OR DIKES j + AND PIPES TO PREVENT SEDIMENT FROM EXITING THE SITE VIA THE ACCESS ROADS. SITE -ACCESS ROADS/DRIVEWAYS I, TOWNHOME SHALL BE SURFACED WITH CRUSHED ROCK WHERE THEY ADJOIN EXISTING PAVED ROADWAYS. j 7. SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES OR EQUIPMENT SHALL BE CLEANED DAILY FROM PAVED ROADWAY I SURFACES, OR MORE FFEQUENTLY IF REQUESTED BY CITY OR WATERSHED, THROUGHOUT THE DURATION OF II CONSTRUCTION. _ + __� __�___ i_ 1___� ______ / 8. DUST CONTROL MEASURES SHALL BE PERFORMED PERIODICALLY WHEN CONDITIONS REQUIRE AND/OR AS DIRECTED BY THE CITY OR WATERSHED. y 9. ALL EROSION CONTROI MEASURES SHALL BE USED AND MAINTAINED FOR THE DURATION OF SITE CONSTRUCTION. IF DRAINAGE SWALE (TP.) CONSTRUCTION OPERATIONS OR NATURAL EVENTS DAMAGE OR INTERFERE WITH THESE EROSION CONTROL MEASURES, I WITH 2.0% AND 5.0% MAX. GRADE THEY SHALL BE RESTORED TO SERVE THEIR INTENDED FUNCTION AT THE END OF EACH DAY OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. -----~- ` - -J- 10. ALL CONSTRUCTION AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AS SOON AS POSSIBLE. �T i } \`\ + ANY AREAS WHICH HAVE BEEN FINISHED GRADED OR AREAS THAT HAVE BEEN DISTURBED AND FOR WHICH I GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY SHALL BE SEEDED AND I MULCHED AS SET FORTH IN THE FOLLOWING PARAGRAPHS WITHIN 48 HOURS TOWNHOME I A. ALL SEEDED AREAS SHALL BE EITHER MULCHED AND DISC -ANCHORED OR COVERED BY FIBROUS BLANKETS TO I PROTECT SEEDS AND LIMIT EROSION. TEMPORARY STRAW MULCH SHALL BE DISC -ANCHORED AND APPLIED AT A UNIFORM RATE OF NOT LESS THAN TWO TONS PER ACRE AND NOT LESS THAN 80% COVERAGE. I I B. IF THE GRADED AREA IS ANTICIPATED TO BE RE-DISTURBED/DEVELOPED WITHIN SIX MONTHS, PROVIDE A ---_ - --+ --` --+ -_ I_ `---` - _-- i + TEMPORARY VEGETATIVE COVER CONSISTING OF MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) SEED MIXTURE 21-111 (OATS), OR 21-112 (WINTER WHEAT), AT A RATE OF 100 POUNDS PER ACRE. I C. IF GRADED AREA WILL NOT BE DEVELOPED FOR A PERIOD GREATER THAN SIX MONTHS, PROVIDE A LOCATION IOF FLOW DIVISION SEMI -PERMANENT VEGETATIVE COVER OF SEED MIXTURE MNDOT 22-112 AT A RATE OF 40 POUNDS PER ACRE.UNE- I ROADVARIES GRADES TH D. GRADING BONDS OR THE EQUIVALENT SECURITIES SHALL BE RETAINED UNTIL TURF HAS GERMINATED AND PLAN SURVIVED A 60-DAY GROWING PERIOD. E. ALL AREAS THAT WILL RQI BE MOWED OR MAINTAINED AS PART OF THE ULTIMATE DESIGN WILL BE PERMANENTLY RESTORED USING SEED MIXTURE MNDOT 25-141 AT A RATE OF 59 POUNDS PER ACRE. F. UNLESS SPECIFIED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS (I.E. ARCHITECTURAL SITE PLAN OR LANDSCAPE PLAN), PERMANENT TURF RESTORATION SHALL CONSIST OF MN/DOT SEED MIXTURE 25-131 (COMMERCIAL TURF GRASS) AT A RATE OF 220 POUNDS PER ACRE. U SPECIFIED LOT G. WHENEVER OTHER EROSION AND SEDIMENT CONTROL PRACTICES ARE INADEQUATE, TEMPORARY ON -SITE ELEVATION I ELEVATION OF SEDIMENT BASINS THAT CONFORM TO THE CRITERIA FOR ON -SITE DETENTION BASINS SHALL BE PROVIDED. HIGH FRONT TOWNHOME 11. RUNOFF SHALL BE PREVENTED FROM ENTERING ALL STORM SEWER CATCH BASINS PROVIDING THEY ARE NOT NEEDED LOT CORNER ELEVATION OF REAR DURING CONSTRUCTION. WHERE STORM SEWER CATCH BASINS ARE NECESSARY FOR SITE DRAINAGE DURING 7--8' MIN. LOT CORNER CONSTRUCTION, A SILT FENCE OR SEDIMENT PROTECTION DEVICES AS DETAILED SHALL BE INSTALLED AND MAINTAINED FINISHED FLOOR 2.o% AROUND ALL CATCH BASINS UNTIL THE TRIBUTARY AREA TO THE CATCH BASIN IS RESTORED. ------ 55. ok 12. GRADING ACTIVITIES PROPOSED TO BEGIN AFTER OCTOBER 15 WILL REQUIRE AN APPROVED PHASING SCHEDULE. THE 2% MIN. TO 5% AREA OF LAND THAT THE CITY WILL ALLOW TO BE DISTURBED AT THIS TIME OF YEAR WILL BE SEVERELY LIMITED. THE MAX. SWALE GRADE CITY WILL ALSO REQUIRE ADDITIONAL EROSION CONTROL DEVISES, I.E., TEMPORARY SEDIMENT BASINS, DORMANT SETBACK DEPTH OF HOUSE SEEDING AND HIGH RATES OF APPLICATION OF BOTH SEED AND MULCH. 13. FILTER BLANKET AND RIPRAP SHALL BE INSTALLED ON THE DOWNSTREAM SIDES OF ALL STORM SEWER OUTLETS 24 HOURS AFTER CONSTRUCTION AS INDICATED AND DETAILED. ALL RIPRAP SHALL BE INSTALLED WITH A FILTER ELEVATION MATERIAL MEETING THE MNDOT SPECIFICATIONS FOR RIPRAP AND FILTER MATERIAL. 14. EROSION CONTROL FACILITIES SHALL BE INSTALLED AND MAINTAINED AROUND THE PERIMETER OF ALL LAKES, PONDS AND WETLANDS WITHIN OR ADJACENT TO THE AREA TO BE GRADED UNTIL THE TRIBUTARY AREA TO THE LAKE, POND 3 LOT BENCHING DETAIL ROUGH GRADING OR WETLAND IS RESTORED. NOT TO SCALE 15. TO MINIMIZE EROSION, ALL 3:1 SLOPES SHALL BE COVERED WITH A MN/DOT 3885 CATEGORY 2 STRAW EROSION 1 OO CONTROL BLANKETS OR STAKED SOD. 16. ACCUMULATION OF ALL SEDIMENT OCCURRING IN STORM SEWERS, DITCHES, LAKES, PONDS AND WETLANDS SHALL BE REMOVED PRIOR TO, DURING AND AFTER COMPLETION OF GRADING ACTIVITIES. 17. EROSION CONTROL ITEMS AND DEVICES SHALL BE REMOVED ONLY AFTER THE AREA HAS RECEIVED FINAL STABILIZATION OR AS DIRECTED BY THE CITY AND/OR WATERSHED. U] U W H z Lr-I F4 W W m O LO LO d O Z az H w ? N CV m W N v Z v k 0O�0' 10 J w0Z 0`� 33: GV y04 6 N V 04 =) S ,I- Lo co mo CD -0 N E e o 'lllll'lll (I mo No 0 I� DLaT E L0 t g• UZao.o �$ I V) '.. a w m W _7 y N CD 6 Z o °or,ems € g i- W Z MW 0 co:0 g29 L U a 5 m p � w Z N w w 10 ?00 O 0D C) 0 0 T ~ � � z�ooF 0�<=O K T w U Z w-Zz v 0 - �i W IW i7 U Q = H W H I a W LL Z O w Y Q o g aaaaaa 'a 0000001 w a c a a w v= 04 0'a CNwa Ln o.n r a m V Z I..L 0 Z Q LLJ O v,0 00 W Z O Z z `n z w 04 V) O V J J L LJ Z CI av PROJECT NO: 15139 DRAWN BY: KAB/SJH CHECKED BY: KAM GRADING, DRAINAGE, AND EROSION CONTROL PLAN C 100 �c PROPOSED PLAN SYMBOLS CONSTRUCTION LIMITS - - - - - - - - PROPERTY LINE - - - SAWCUT LINE - - - - - - - - - - - (APPROX.) SANITARY SEWER 31 30 WATER PIPE DRAIN TILE ---�--- STORM SEWER - RETAINING WALL IRE HYDRANT GATE VALVE ►� CLEANOUT • CATCH BASIN ■ 0 REDUCER 0 MANHOLE FLARED END SECTION WITH RIPRAP SEWER INVERT ELEVATION . 915.50 *NOTE: CONSTRUCTION LIMITS ARE ANTICIPATED TO BE PROPERTY LINE UNLESS OTHERWISE SHOWN. ABBREVIATIONS BLDG Building BM Bench Mark CB Catch Basin CONC Concrete DIP Ductile Iron Pipe ELEV Elevation EX Existing FIFE Finished Floor Elevation INV Invert MAX Maximum MH Manhole MIN Minimum PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe RED Reducer RD Roof Drain L•7 FINISH GRADE T INSTALL NEENAH CASTING R-1970 OR APPROVED EQUAL OVER PVC CLEANOUTS. SET CASTING SO THAT NO SURFACE LOAD IS TRANSMITTED TO THE RISER PIPE. MIN 5" TOPSOIL 4" THICK X 6" WIDE CONCRETE COLLAR )-1 /2"f PVC RISER PIPE 6" 1/8 Bend DROPOSED SURFACE - INSTALL NEENAH CASTING R-1970 OR APPROVED EQUAL OVER PVC CLEANOUTS 3-INCHES BELOW PROPOSED GRADE. BMW 6" RISER 6" 45 DEGREE, LONG / r RADIUS ELBOW �i / FM ON o at 908. i Wf BVV. ^.70 flow 6" 45 DEGREE BEND CLEANOUT IN IMPERVIOUS AREA CLEA1 4 DRAINTILE CLEANOUT 200 NOT TO SCALE ao ,.OPT` G / / ! STRM #6 22 o / O STRM #7 / 1 1 11. 2 23 / STRM #5 23 f I f I STRM #4 • 26 22 O I II STRM #3 21 \\ I \ 28 � T-TWF B 1 \\\ I 28 '�jII, 9-6j. 20 � \ 0 BT INV. 901.67 \, I28\ ~ } 20 s RM #, -- I I 0 STRM #32 0 WOOD WALL 6" 5 DEGREE BEND e j i i 20 PRO B FIFE2V 0 m' ® a� m .r m _ #1 #13 #14 / 1 28 28 28 MIN PROPOSED BUMPING .0( 3 �wire;;F� #8 �� I:P�SrLY7 IR��;irLYl cr�ru►� m mI.►`�Y I.l9feir/G9a ® ® `IJ��j ® I.19�.54767i7 P�ira�i Sm�� H/GHW4 Y NO. 212 917.50 #21 4 0or ; / ! ! 20 � 28 "I / / / i 28 �vl� 3 �/j 1 "/ I y / / / / ° \ 1 i 248 7 1 1 28 1 28 STRM A24 I \ I 28 � 28 y I I I / 1 20 I 23 i 20 I I 1 1 [ p I I I Iz 1 I .4 TRM 2 1 Cc eq 20 1 I I o�� 91 .29 I I m 1 1 1 25 t 20 Q I\ 20 tRM \I 21 S #30 I &TRM # 6 1 UTILITY PLAN 2 1 =40 RIPRAP P4c SSWR WATER N KEYED NOTES KEYED NOTES ARE DENOTED BY NO ON PLAN. ❑ CONNECT TO EXISTING 8-INCH SANITARY SEWER STUB. INVERT IS BELIEVED TO BE 887.00. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. ❑ INSTALL 2-45 DEGREE BENDS TO RAISE SANITARY SEWER AS INDICATED IN THE SANITARY SEWER TABLE. ❑3 INSTALL 8" X 4" WYE FOR PROPOSED TOWNHOME SERVICE CONNECTION. REFER TO DETAIL B/C400. ® STUB 4-INCH SANITARY SEWER SERVICE TO WITHIN 5-FEET OF PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION MATH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. STUB 8-NCH SANITARY SEWER SERVICE TO❑ THIN 5-FEET OF PROPOSED WINVERT BUI DING! COORDINATE EXACT LOCATION AND ELEVATION VATH MECHANICAL 40+ 20+ + + 0 40 80 CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. © O8-INCH ATER STUB. FOLLOW ALL CITY OF CHANHASSEN SSPECIFICA STANDARDS AND IONS.TING SCALE 1° = 40' ❑7 INSTALL 8" X 6" TEE. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND TURBED SPECIFICATIONS. ® INSTALL 8" X 8" TEE. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND UTILITY NOTES: SPECIFICATIONS. 1. COORDINATE SERVICE CONNECTION LOCATIONS AT THE BUILDING WITH THE N g ❑ INSTALL 6-INCH GATE VALVE PER DETAIL 12/C400. FOLLOW ALL CITY OF MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. NO ADDITIONAL CHANHASSEN STANDARDS AND SPECIFICATIONS. COMPENSATION WILL BE ALLOWED FOR UNCOORDINATED WORK. i 10 ❑ INSTALL 8-INCH POST INDICATOR VALVE PER DETAIL 3/C200. FOLLOW ALL CITY OF 2. ALL SERVICE CONNECTIONS WITH LESS THEN 5 FEET OF COVER OVER THE ///�/, CHANHASSEN STANDARDS AND SPECIFICATIONS. TOP OF PIPE ARE TO BE INSULATED. INSULATION SHALL BE INSTALLED FROM THE CONNECTION OF THE SERVICE AT THE BUILDING TO THE POINT WHICH // 11 INSTALL FIRE HYDRANT WITH GATE VALVE PER DETAIL 10/C400. FOLLOW ALL CITY THE SERVICE ATTAINS 5 FEET OF COVER. CONTRACTOR SHALL OBTAIN /\\ OF CHANHASSEN STANDARDS AND SPECIFICATIONS. WRITTEN PERMISSION FROM ARCHITECT OR ENGINEER PRIOR TO INSTALLATION j� 12 INSTALL CORPORATION STOP PER DETAIL 11/C400. FOLLOW ALL CITY OF OF INSULATION. \/ CHANHASSEN STANDARDS AND SPECIFICATIONS. 3. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT STUB 1.5-INCH TYPE K WATER SERVICE TO WITHIN 5-FEET OF PROPOSED BUILDING. SCHEDULED TO BE REMOVED. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL 4. ALL SEWER AND WATER CROSSINGS SHALL HAVE A MINIMUM VERTICAL CONCRETE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. SEPARATION OF 1.5 FEET AND HORIZONTAL SEPARATION OF 10 FEET. FOLLOW BLOCKING 1q INSTALL 8-INCH 22 1/5-DEGREE BEND WITH THRUST BLOCKING. FOLLOW ALL CITY ALL HEALTH DEPARTMENT AND CITY OF CHANHASSEN AND CARVER COUNTY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. STANDARDS. 15 INSTALL 6-INCH 45-DEGREE BEND WITH THRUST BLOCKING. FOLLOW ALL CITY OF 5. ALL WATER MAINS SHALL BE C900 PVC UNLESS NOTED OTHERWISE. CHANHASSEN STANDARDS AND SPECIFICATIONS. 6. ALL WATER MAIN SHALL HAVE A MINIMUM DEPTH OF COVER OF 7.5 FEET /E 16 T" REDUCER. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND OVER TOP OF WATER MAIN. SPECIFICATIONS. 7 PROVIDE THRUST BLOCKING ON ALL WATER MAIN PER CITY OF CHANHASSEN. STUB 8-INCH FIRE PROTECTION SERVICE TO WITHIN 5-FEET OF PROPOSED PROVIDE MECHANICAL JOINT RESTRAINTS ON ALL BENDS, VALVES, TEES, 17 BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WTH MECHANICAL PLUGS AND HYDRANT LEADS. CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 8. SANITARY SEWER PIPING SHALL BE PVC SDR 35 UNLESS NOTED OTHERWISE. 18 STUB 6-INCH DOMESTIC WATER SERVICE TO WITHIN 5-FEET OF PROPOSED 9. STORM SEWER PIPING SHALL BE REINFORCED CONCRETE PIPE (RCP), UNLESS BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL NOTED OTHERWISE. ALL 12-INCH THROUGH 18-INCH RCP STORM SEWER PIPE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. SHALL BE CLASS 5. RCP PIPE LARGER THAN 18-INCH SHALL BE CLASS 3 1g CORE DRILL EXISTING CATCH BASIN TO RECEIVE 4" PVC DRAIN TILE. INVERT OF UNLESS NOTED OTHERWISE. ALL STORM SEWER PIPE THAT IS EXTENDED TO DRAIN TILE SHALL BE 904.70. INSTALL 4" UPSTREAM CLAMP "CHECKMATE VALVE" THE BUILDING FOR ROOF DRAIN SERVICES IS TO BE PVC, SCHEDULE 40. BACKFLOW PREVENTOR OR APPROVED EQUAL. 10. ALL FLARED END SECTIONS ARE TO HAVE TRASH GUARDS, ALL DOWNSTREAM 40 INSTALL DRAIN TILE FOR FILTRATION BASIN AS SHOWN ON PLANS. REFER TO FLARED END SECTIONS SHALL HAVE GEOTEXTILE FABRIC AND RIPRAP PER ❑ 2/C100. MNDOT STANDARDS, AS DETAILED. 11. CONTRACTORS ARE TO COORDINATE ALL WORK WITH GAS, ELECTRIC, 21 INSTALL FLARED END SECTION WITH RIP RAP PER DETAILS 15/C400 AND 1/C401. TELEVISION AND TELEPHONE COMPANIES PRIOR TO START OF CONSTRUCTION. 12. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10-FEET OF O INSTALL DRAIN TILE AT LOW POINT CATCH BASIN PER DETAIL 12/C401 THE BUILDING OR WATER SERVICE LINE SHALL BE TESTED IN ACCORDANCE WITH MN PLUMBING CODE. 23 INSTALL PERIMETER DRAIN TILE FOR BELOW GRADE STRUCTURES ONLY. REFER TO 13. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GAS DETAIL 10/C401. PROVIDE SOLID PIPE AND WATER TIGHT CONNECTIONS TO 10-FEET TIGHT OR WATER TIGHT IN ACCORDANCE TO MN PLUMBING CODE. APPROVED OF EITHER SIDE OF ALL WATER CROSSINGS PER MN PLUMBING CODE. RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATER TIGHT 44 LOCATION OF PROPOSED ROOF DRAIN LEAD. REFER TO STORM SEWER TABLE FOR CONNECTIONS TO MANHOLES, CATCH BASINS, AND OTHER STRUCTURES. INVERT ELEVATIONS AND PIPE SIZES. COORDINATE EXACT LOCATION AND INVERT GROUT RINGS ARE AN ACCEPTABLE ALTERNATIVE. CEMENT MORTAR JOINTS ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING LINES CONSTRUCTION. CONSTRUCTED WITH SUCH JOINTS. Y5 LOCATION OF PROPOSED ROOF DRAIN DOWNSPOUT COLLECTOR. REFER TO DETAIL 13/C401. ALL STORM ROOF DRAIN DOWNSPOUT COLLECTORS SHALL BE 8-INCH SCH 40 PVC UNLESS NOTED OTHERWISE. COORDINATE EXACT LOCATION AND INVERT UTILITY NOTES FOR WORK IN PUBLIC RIGHT-OF-WAY: ELEVATION YATH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 1. FOLLOW ALL CITY OF CHANHASSEN AND CARVER COUNTY STANDARDS AND SPECIFICATIONS. 26 INSTALL SUMP CATCH BASIN PER DETAIL 9/C401. 2. PRIOR TO CONSTRUCTION, CONTRACTORS ARE TO COORDINATE ALL WORK INSTALL OUTLET WITHIN RIGHT OF WAY AND OBTAIN ALL APPLICABLE PERMITS. 27 STRUCTURE PER DETAIL 2/C200. 28 INSTALL DRAIN TILE CLEANOUT PER DETAIL 4/C200. PROVIDE 4 - 1/2" SS ANCHOR BOLTS W/ CLIPS HOT -DIPPED GALVANIZED 1/B" X 1" - 2" O.C. GRATE IN 2 SECTIONS 1/8" BARS - 3" O.C. ^" SEE DETAIL 60" O.D. 1 /4" FLAT STL. (4) 1/2" - 13 UNC HEX HEAD STAINLESS STL. BOLTS I WITH NUTS AND WASHERS 1/2" SMOOTH RND. STOCK I 3 1/2" O.C. BOTH WAYS ~~~III I� (2) 1 /4" X 1 1 /4" FLAT NOTES: 1. GRATE TO BE MADE IN 2 PIECES 2. ALL METAL SHALL BE HOT -DIPPED GALVANIZED. 2 POND OUTLET STRUCTURE 200 NOT TO SCALE STORM SEWER STRUCTURE TABLE STRUCTURE NEENAH STRUCTURE ID DIMENSION CASTING RIM ELEVATION ELEVATIONS) INVERT PIPE LENGTH, DIAMETER, SLOPE & NEXT UPSTREAM STRUCTURE (INCHES) TYPE STRM #1 18" FES NA 896.25 N = 895.00 49 L.F. OF 12" RCP 0 0.51%, STRM #2 STRM #2 48" CBMH SEE DETAIL 2/C200 906.65 S = 895.25 -------- N - 901.67 16 L.F. OF 4" PVC 0 0.00%, FILTRATION BASIN #1 DRAIN TILE STRM #3 24" FES NA 906.33 N = 904.00 18 L.F. OF 24" RCP 0 0.50%, STRM #4 S = 904.09 STRM #4 " 48" MH R-3067 14.57 E = 906,40 72 L.F. OF 15" RCP 0 2.57%, STRM #11 NE = 907.40 130 L.F. OF 8" PVC 0 1.08%, LOADING DOCK ROOF COLLECTION SYSTEM N = 904.50 95 L.F. OF 15" RCP 0 4.35%, STRM #5 S = 908.63 ------- STRM #5 48" MH R-3067 919.00 N = 908.63 112 L.F. OF 15" RCP 0 3.50%, STRM #6 E = 909.00 64 L.F. OF 4" PVC 0 3.49%, BUILDING DRAIN TILE STRM #6 48" CBMH R-3067 919.00 S = 912.55 -------- SE = 912.55 33 L.F. OF 15" RCP 0 1.99%, STRM #7 NW = 913.20 STRM #7 48" CBMH R-3067 921.65 NE = 913.20 229 L.F. OF 15" RCP 0 1.00%, STRM #8 S = 915.78 67 L.F. OF 12" PVC 0 0.99%, NE ROOF COLLECTION SYSTEM WEST HALF SW = 915.50 STRM #8 48" CBMH R-3067 921.90 S = 916.75 95 L.F. OF 10" PVC 0 3.14%, NE ROOF COLLECTION SYSTEM EAST HALF N = 915.75 46 L.F. OF 12" RCP 0 0.99%, STRM #9 STRM #9 48" CBMH R-3067 920.70 S = 916.20 NW = 916.20 30 L.F. OF 12" RCP 0 0.99%, STRM #10 STRM #10 24 36" R-3067 920.40 SE = 916,50 - CB W = 908.25 ----- STRM #11 48" MH R-1733 913.05 S = 909.05 111 L.F. OF 12" RCP 0 0.95%, STRM #12 E = 908.97 29 L.F. OF 12" PVC 0 0.60%, ROOF DRAIN #1 STRM #12 48" MH R-1733 914.61 N = 910.11 E = 910.61 121 L.F. OF 12" RCP 0 3.98%, STRM #13 STRM #13 48" MH R-1733 919.43 W = 915.43 -------- NE = 915.43 58 L.F. OF 12" RCP 0 0.50%, STRM #14 STRM #14 48" MH R-1733 921.39 SW = 915.72 ------- N = 917.39 81 L.F. OF 12" RCP 0 1.00%, STRM #15 STRM #15 27" CB R-2535 922.95 S = 918.20 -------- STRM #16 8" FES NA 0.00 STRM #16A * 48" CBMH R-2535 922.26 NW = 917.15 42 L.F.OF 12" PVC 0 4.50%, SE ROOF COLLECTION SYSTEM STRM #17 24" FES NA 908.49 S = 906.70 30 L.F. OF 18" RCP 0 0.40%, STRM #18 STRM #18 ` 48" MH R-3067 914.87 N = 906.82 -- SW = 906.92 82 L.F. OF 12" RCP 0 0.40%. STRM #19 NE = 907.25 -- ------ STRM #19 48" CBMH R-2535 912.50 E = 909.67 4 L.F. OF 4" PVC 0 0.00%, FILTRATION BASIN #4 DRAIN TILE SE = 907.35 165 L.F. OF 4" PVC 0 0.80%, FILTRATION BASIN #3 DRAIN TILE STRM #20 12" FES NA 907.95 E = 906.70 27 L.F. OF 12" RCP 0 1.50%, STRM #21 STRM #21 * 48" MH R-3067 911.10 E 907-10 30 L.F.OF 12" RCP 0 1.33%, STRM #22 STRM #22 24"x36" CB R-3067 911.00 NW = 907.50 -------- STRM #23 8" FES NA 918.27 W = 917.50 58 L.F. OF 8" PVC 0 1.37%, SW ROOF COLLECTION SYSTEM STRM #24 8" FES NA 918.27 N = 917.50 47 L.F. OF 8" PVC 0 1.62%, NW ROOF COLLECTION SYSTEM STRM #30 48" CBMH R-2535 918.90 S = 912.00 -------- N = 915.10 120 L.F. OF 4" HDPE 0 0.00%, FILTRATION BASIN #2 DRAIN TILE STRM #31 48" MH R-1733 910.84 W = 905.00 ------- N = 906.07 119 L.F. OF 12" RCP 0 5.00%, STRM #30 STRM #32 12" FES NA 896.25 E = 895.00 415 L.F. OF 12" RCP 0 2.41%, STRM #31 STRM #33 18" FES NA 896.25 W = 895.00 56 L.F. OF 12" RCP 0 0.45%, STRM #34 ' STRM #34 * 24"x36" CB R-3067 1801.00 E = 895.25 -------- PROVIDE SUMP CATCH BASIN. REFER TO DETAIL 9/C441. SANITARY SEWER STRUCTURE TABLE STRUCTURE STRUCTURE NEENAH RIM INVERT ID DIMENSION CASTING ELEVATION ELEVATION(S) PIPE LENICTH, DIAMETER, SLOPE & NEXT UPSTP.EA.M STP.UCTUP.E (INCHES) TYPE EXISTING STUB SSWR #1 AND 45 NA 887.73 SW = 887.00 21 L.F. OF 8" PVC 0 90.28%, SSWR #2 DEGREE BEND SSWR #2 45 DEGREE NA 90176 NE = 901.03 - BEND . SW = 901.03 107 L.F. OF 8" PVC 0 1.00%, SSWR #3 SSWR #3 48" MH R-1733 914.25 NE = 902.10 PVC SW = 902.20 213 L.F. OF 8" 0 2,06%, SSWR #4 SSWR #4 48" MH R-1733 920.50 NE S = 906.58 = 906.68 151 L.F. OF 6" PVC 0 1.07%, SSWR #5 SSWR #5 48" MH R-1733 924.28 N S - 908.30 = 908.40 -------- 1 10 L.F. OF 6" PVC 0 1.01%, BUILDING CONNECTION (INV. 908.50) z z r/4 E-+ U W f-I H �xy �i W z ct W rA CA Q Lo Q a w W Q Z a n 0 0 Lu z w$ Q _Z I aZ N � 04 V Q Z H m C 0 Oro,= _= �o' w�ZOtp�.� Q �a04CN 0 0�0� O � (j)) co CO g �I'fIIIIIIII N EO N N CM I 0�v E " 7�OCV-0 mzao� "8 �t c2c�Yoccw my uc 2 0amm.0e 2.2 `T w In �W nC:0 t u°'iaLLw L) OO z9 ,5 mo Z w dz0< d w w 10 0� O Ng oO D n F-N- Z w �OVw �rD>' z��wQ � z�oo� w w OZ O V Q z w T LL L) w Z w 0 o QQQ�QQQ z }wS = w N W O z Y K G M N N Q w w L�j aaaaaa a 0 04 0 0 0 a0 v�i 01 01 oi a au CiM O V \Z I_ ILL O Z Q Uj O �J o 00 w Z J O < z `o z LLI 04 O _ Q J I LU 121.� nU I PROJECT NO: 15139 DRAWN BY: KAB/SJH CHECKED BY: KAM UTILITY PLAN KEYED NOTES ABBREVIATIONS Z PROPOSED PLAN SYMBOLS BLDG Building KEYED NOTES ARE DENOTED BY ❑1 ON PLAN. WEARING COURSE PER MN/DOT TACK COAT PER MN/DOT 2357. rp BM Bench Mark 2360 SPWEA240 GONG Concrete ❑1 INSTALL B612 CONCRETE CURB AND GUTTER. REFER TO DETAIL 7/C401. U CONSTRUCTION LIMITS - - ELEV Elevation ° CLASS 5 AGGREGATE (10% CRUSHED), ❑ INSTALL MOUNTABLE CONCRETE CURB AND GUTTER AND CONCRETE DRIVEWAY. REFER TO F EX Existing NON -WEARING COURSE PER PER MN/DOT 3138 COMPACTED TO AT DETAILS 7/C401 AND 8/C300. PROPERTY LINE - - FFE Finished Floor Elevation MN/DOT 2360 SPNWB230 LEAST 100% STANDARD PROCTOR �•' LEE Lower Floor Elevation DENSITY. ❑3 INSTALL NOSEDOWN CURB SECTION. REFER TO DETAIL 7/C300. U RETAINING WALL 00000c MAX Maximum 1 5" MIN Minimum 1,5^ ® INSTALL HEAVY-DUTY BITUMINOUS PAVEMENT. REFER TO DETAIL 6/C300. R Radiuso HEAVY DUTY TYP. Typical 14 6" MIN. ❑ INSTALL LIGHT -DUTY BITUMINOUS PAVEMENT. REFER TO DETAIL 5/C300. BITUMINOUS PAVEMENT MNMUTCD Minnesota Manual on Uniform (11 Traffic Control Devices © INSTALL CURB CUT FOR DRAINAGE SWALE. REFER TO DETAIL 4/C300. 7� CONCRETE o 12" MIN. PAVEMENT/SIDEWALK 4" DRAIN TILE PLACED AT ❑7 INSTALL CONCRETE WALK. REFER TO DETAIL B/C401. REFER TO LANDSCAPE PLANS FOR A^ _ _ CONCRETE FINISH AND JOINTING. 40' 20' 0 t�0' 807 SEE LANDSCAPE PLANS ® AND AT -III-III-III-III-III III ❑ FOR PAVEMENT DETAILS � AND AT CATCH 12" MIN. 6 INSTALL NEW CURB AND GUTTER TO MATCH EXISTING CURB AND GUTTER ALONG CSAH N0. 101. W BASINS III=III=III=III=III=III=III=I I FOLLOW ALL CITY AND COUNTY STANDARDS AND SPECIFICATIONS. /� A RESILIENT SPORT v vvvvvvv \' 14 \ - - - - SCALE 1A = 4409 vvvovvvvvv �• - 9 INSTALL CONCRETE DRIVE ENTRANCE. REFER TO DETAIL 9 C300. COURT SURFACE ❑ / -•� - SELECT GRANULAR SUBBASE, a+ / / \ 4 •.. \ 10 INSTALL MONUMENT SIGN. REFER TO ARCHITECTURAL PLANS FOR DETAILS. GENERAL NOTES: rA FLAT CURB AND GUTTER m Qom. \ SCARIFY AND RECOMPACT PER MN/DOT 3149.2B2 SUBGRADE TO AT LEAST COMPACTED TO A MINIMUM OF 11 INSTALL PEDESTRIAN CURB RAMP. REFER TO DETAIL 2-6/C401. REFER TO MN/DOT STANDARD 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED m _� \ .,:, 100% STANDARD PROCTOR 100% STANDARD PROCTOR PLAN 5-297.250 AND MN/DOT STANDARD PLATE 7038. OTHERWISE. in PEDESTRIAN CURB RAMP / \ \ \• DENSITY -PROOF ROLL PER MAXIMUM DRY DENSITY. 2. ALL CURB AND GUTTER IS TO BE B612 CONCRETE Ln MN/DOT 2111 12 INSTALL STOP SIGN PER MNMUTCD R1-1. CURB AND GUTTER UNLESS NOTED OTHERWISE. Q SYMBOL PARKING / \ \' w 0 O w C \ ' ;:':� 3. NO SIDEWALK IS TO HAVE MORE THAN A 2% CROSS Lu \••'":1 13 INSTALL BITUMINUOUS WALK. REFER TO DETAIL 3/C300. SLOPE OR MORE THAN A 5% LONGITUDINAL SLOPE. Q 0 lJ N o 14 0 5 LIGHT -DUTY BITUMINOUS PAVEMENT 14 INSTALL 4-INCH WIDE PAINTED PAVEMENT MARKING LINE, WHITE IN COLOR. 4. REFER TO ARCHITECTURAL PLANS FOR PROPOSED Z Ln �v SIGN / �. N NOT TO SCALE / - \ 300 BUILDING LAYOUT. V w z 01 POURED RESILIENT SPORT COURT SURFACE. 5. FOLLOW ALL CITY OF CHANHASSEN AND CARVER Z 'D m 14 \�>' COUNTY RULES, REGULATIONS AND SPECIFICATIONS 0 O o. OHO, _ PARKING STALL COUNT 12 \: 4 v _ PROPOSED ° 16 INSTALL CONCRETE pPAVEMENT. REFER TO DETAIL 8/C300. WHEN WORKING IN PUBLIC RIGHT OF WAY. F- o / 6. NO PONDING OF WATER OR ABRUPT TRANSITIONS WILL w 0y Z D` 0, N o. *NOTE: CONSTRUCTION LIMITS ARE ANTICIPATED 00 \ BE ALLOWED WHERE NEW PAVEMENT/CURB/SIDEWALK '3 a � 01 GI 00 PAVING NOTES: o w O o 01 TO BE PROPERTY LINE UNLESS OTHERWISE R,20.0 MATCHES INTO EXISTING PAVEMENT/CURB/SIDEWALK. O LL O O SHOWN. 014 7 •a v- 11 -'; 1. REFER TO STRUCTURAL PLANS FOR STOOP DETAILS. ALL WALKS ARE TO BE CENTERED ON THE 7. PARKING STALL DIMENSIONS VARY. REFER TO PLANS.. c�i� m a / DOORS. / ` 9 8. THE CONTRACTOR IS TO CONTACT THE CITY OF HROPO G STRM #17 � 11 ' R20.0 2. INSTALL APPROPRIATE EXPANSION MATERIAL WHERE CONCRETE IS ADJACENT TO BUILDING FACE, CHANHASSEN FIRE MARSHALL FOR THE EXACT 3. SAWCUT AND MATCH NEW BITUMINOUS PAVEMENT INTO EXISTING PAVEMENT. NO ABRUPT GRADE PLACEMENT OF FIRE LANES, YELLOW -PAINTED CURBING ° / 9 0 7 ❑ 1p TRANSITIONS OR PONDING OF WATER WILL BE ALLOWED. AND "NO PARKING LANE SIGNS" FOR FIRE PROTECTION 7 0 1 - 4. MATCH NEW CONCRETE CURB AND GUTTER INTO EXISTING. FOLLOW ALL CITY OF CHANHASSEN PURPOSES. STANDARDS AND SPECIFICATIONS FOR CURB TYPE, MATERIAL AND INSTALLATION METHODS. 9• CONTRACTOR SHALL PAINT ACCESSIBLE PARKING AISLE 1❑ 30.0� 5. SAWCUT EXISTING BITUMINOUS PAVEMENT AND CURB AND GUTTER TO NEAREST JOINT. WITH STANDARD STRIPING AND "NO PARKING" AS / j� I I G COORDINATE REMOVAL LIMITS WITH SITE DEMOLITION CONTRACTOR AND CONSTRUCTION MANAGER. SHOWN ON PLANS. PROP ❑ ''T"'L'J•,Y O 7 10 \INSTALL DRIVE ENTRANCE ALL CITY OF CHANHASSENPER ANDCITY OF CARVERCCOUNTYSEN REQUIREMDENTSSAND FOR TRAFFICICONTROL. FOLLOW / \R 4. CONCRETE SHALL BE REINFORCED BY 6 ❑'' SYNTHETIC MICRO FIBER REINFORCING PER ❑ SPECIFICATIONS. 2❑ `.: 1 . .7: 0 O :.... .. 0 18.0 G BROOM FINISH PROP O 5.5• t 914.50 H 9 0 7; \ • 0 CONCRETE SLAB4. s ©�00 �O / 27 OS WATEF WEARING COURSE PER MN DOT I' II m ° a ❑ CS :' / / TACK COAT PER MN/DOT 2357. 000, N o ° / 7 . . , G 2360 SPWEA240 °aoo ° d°°°gj°oo$e 7 Y ` i B / • 4 2 916.00 oo °o�opo° °° °oo°;�° I I � Lo o CVa S� g ° oS ,- o CO -0 8 0 �'�-j CLASS 5 AGGREGATE (10% CRUSHED), oo,$oo, oo, oo ° m Z o x O NON -WEARING COURSE PER ° Bg°^ h © ..._.:22 ❑1 PER MN DOT 3138 COMPACTED TO AT °0.6- a: c ci C°.� s ° / PRO MN/DOT 2360 SPNWB230 LEAST 100% STANDARD PROCTOR • DENSITY. a V o _ /Euli 7 ' 2 0 ❑ �. 1.5" 6" GRANULAR BASE c� �(� pD 0 P P 0 " .;.:;•'c<','s;'`30.0';:<:;'.-`�''� 1 G 2•' REFER TO SPECIFICATIONS w 2 _ N 0 p E G 6 MIN. NS c o 7 11 ❑2 917.50 0 ° COMPACTED � ER TO DSPECIFICAT 0 a d w / I 1 7 �W 12" MIN. OO a Es 55,, 4" DRAIN TILE 2 CONCRETE SLAB 7 PLACED AT NOT TO SCALE o J w ',. 11 19.0' LOWPOINTS - -_ I I ( III III 300 p Q / �\ AND AT CATCH Fir I IIIII II I II I II II III I -III -I ,2 MIN. Ui 9.0 5.5'� BASINS - _ _ O w w 10 w SELECT GRANULAR SUBBASE, w N i N o O • 7 24.0 - SCARIFY AND RECOMPACT PER MN/DOT 3149.2B2 _ in (9 O 8,g' SUBGRADE TO AT LEAST COMPACTED TO A MINIMUM OF 0 w w g 1 / 7 1 7 CLj 100% STANDARD PROCTOR 100% STANDARD PROCTOR=t1 I Q v w DENSITY -PROOF ROLL PER MAXIMUM DRY DENSITY. -" T 1 1 9 8.9' 1 (L MN/DOT 2111 �` �OZ-pow w / 14.0 1 19.' w0 <z0 / 1 14.0' 4 6 HEAVY-DUTY BITUMINOUS PAVEMENT o w Z 5.0 b o ❑5 24.0' 1 / 300 NOT TO SCALE p - ? = w / 1 ❑ .8 tlM , 1. 'L - vVwi w 5 2A1d 1 V ^nI S = z hz w Q a4 G . ' � � � tp0a o Y o / 0 1 ❑ ,Q i� s' 1 f sOAawnY K K 13 c S - • 11 vvvvvo vvvv �.".< TOPWt TYPICAL / / _ ❑ 11 vvvvvvvavvvv 15 o v c 13 Q FULL CURB HEIGHT vvvvv v v v v v o vv ovvvovvvvvvvvava 1 7 vv°vv ova000 vvv vvvv'• • N '' UNUCT 23£0 W 83408 / •••15 •• ••>•• :m TOP OF CONCRETE CURB ^ n w 24.D' /] ev vvvvvo �" �.Jt �,A.m z a Uj 1 �6+ 7 vvvvvvv OJ JA vvavvayso T Q Q T �5 3 a'v a av v v w' LCkAk^4&: ok15 'a'u . ►Sid. "^"•• F 1- 19. 8.8' 3 v s 3' TAPER SECTION IN GRASS; FER ^spit ='i!3 sEER V V ° / • •11 • ,`� LL� 10 FEET WITH ADJACENT WALK; a a a a a a O 1 1 11':" • '` UNLESS NOTED OTHERWISE IN 24.0' 9 7 04 a 04 a a a a a 01 CN ON ri *Ae_F9Y A11P f4tYr` wI # 34twi AFt - ct M 0 / 7 • 13 �( 1 ^-*>�rru TFrt Yl tw �'rm / ldik iYi `. 1 7 • ,(` 2. T= t `PACTUR OR DE t R SHA,L SUPPLY A 2 YEAR 100Z MAINTLIhIl. 3 UPON C TY TA4CE PROPOSED RURDING CONCRETE GUTTER 3 Ta5 O£TAIL / VtOr:Aiill ARL UllOW1,04 WLN1 , A Ku ONAt fsSa N / FFE 924.50 % ' ' ' r:•:' ;r ..<< ; ` ��/ UAf 1 R'EQ01 T➢ DEPTN G JOIN EXi1Tti SUB -GRAM 5,'AL . n 5 s.o' LYE 913.50 .� ` ' (� 4. BiTvv*0JS TRAILS r l ' CONSTPjC' z ON u4W-A�... S. N a 'BASTE 4 ►ATERIAL, 6LAC L`�'T, Ol °9- 5 Atro7k'EDR. 24Ap ! r 1 r.i' 13 V - ... 7 L7: ,6 �s �# 7 NOSE -DOWN CURB SECTION I 7 1 ; 4 NOT TO SCALE 1 ys 300 � � - z ;._ - - 4 m?x"L RC.�6CP 4U Z BIT 3 PUS PAT NOT TO SCALE BROOM FINISH 300 11 16 r •� CONCRETE PAVING WITH I s.o l r .. 1 y. CONTROL JOINTS AT 10',� I MAXIMUM SPACING 0 5.0' CONCRETE SHALL BE REINFORCED BY �/ / 1 Z ' 13 f., SYNTHETIC MICRO AND MACRO FIBER ti �„ SX� �• CLsS_ R "`REINFORCING PER SPECIFICATIONS. -�.'<`✓''-r-^.'`..`�jd i4 , .e'O • !t\ J{ "\-�.U JF�.. t: r L:%d'"" ` d 8" CONCRETE PAVEMENT PER '�- ` x1'- .:...-.•.• SPECIFICATIONS. ° �..a_ L ''''''''''''•''•' ' ' ' ' ' ' ' ' S" CLASS 5 AGGREGATE BASE (100% Q �., a{„.,r`,.:,<a , .••� - CRUSHED) PER MN/DOT SPECIFICATION u " _ +`• '�/�/�/�/�/�/�/� j 3138, COMPACTED TO AT LEAST 100% O Z STANDARD PROCTOR DENSITY.4. ::L';: '•1 . !•�' "'' Z Cal ` 6.0' 13 /\��\/�\�\ COMPACTED SUBGRADE. }.� • , • :j..; '' CONCRETE GUTTER NOTE: JOINT SPACING SHALL NOT EXCEED z 24 TO 30 TIMES THE PAVEMENT THICKNESS PLAN VIEW Ln WITH A MAXIMUM OF 15 FEET. U-'I 8 CONCRETE PAVEMENT CONCRETE CURB s.o' 300 NOT TO SCALE W = V / z 2'-0" 2'-0" r , .:.,y :i,,;;.. B612 CURB NOTE: .: is "., ", ��:v'•-:':• '`'�! ::: �:':: �' :. ; .:.., . •'•1ti�:•`: �:°::.:,... .. �.,.:..,. � . WOOD WALL -,AND GUTTER �'A 4. EACH DRIVEWAY ` o WIDTH PER PLAIV-- PANEL NOT TO \ EXCEED 100 SQ.FT. 2'-0" \ PROJECT NO: 15139 TAPER 2' x I DRAWN BY: KAB/SJH Z CONCRETE GUTTERS o CHECKED BY: KAM SID WALK IDTH FRONT VIEW N roPE TRUNK H/GHW4 Y NO. 212 NOTE: EXPANSI JOINT RADIUS PER TRANSITION CURB 1. THE CONTRACTOR AT HIS GEOMETRIC PLAN FROM FULL HOT ET TO ®STREET TO w m CLASS 1 RIP -RAP OPTION, MAY SUBSTITUTE A PAVING AND GEOTEXTILE FABRIC BLANKET, MATCH Mn/DOT SPEC. 3601, FOR EXPANSION 6" CONC. ° j THE GRANULAR FILTER JOINT (NO MESH FLOW BLANKET UNLESS OTHERWISE GEOMETRIC LINE NOTED IN THE SPECIFICATIONS. GRANULAR FILTER BLANKET 2 SHALL BE P 1 PAVING AND GEOMETRIC PLAN SEE NOTE2 1 AND 2. NPACCORDANCE WITHLACED PLAN 30 1 -40 CURB AND GUTTER 2' NO LIP RIP RAP VIEW Mn/DOT SPEC. 2511. PER CITY STANDARDS 9 CONCRETE DRIVE ENTRANCE 4 CURB OPENING FOR DRAINAGE SWALE C300 300 NOT TO SCALE ill 300 NOT TO SCALE 0 44.25 6.25 21.50 bkbm firetruck feet Width : 8.50 Track : 8.50 Lock to Lock Time : 6.0 Steering Angle : 45.7 TRUNK HIGHW4 Y NO. 212 40' 20' 0 40' 80' SCALE 1" = 40' 16 O)o �ssiss t '"4��s�c# 66 �6 I 10()- � Q m 0 Q 'n Q i w uj a O � �i z z Q z_ 0 0 a0, 0 S N 0z0,o � 0, w04 044 04 C! N 00 0 0, 01 G4��=X co F N E o O c0 N `r v E o LO C\j $ m co 6 V o 0 (0--0 - $ Q O_-,o.Q8 `2 co co = s o e e n 51 »E co 0 E_ du_w oP�g 9 a FE m p aNLL= w d 0 N�No� ="~Ng s Z w p 0 w p Q T V p w Z W w Z V 0 Q Z w_ w w i Y 7 _ � � w o 0 z LLJ CIO J Z Z 0 Cn CIO C 00 O O Ln G�4 v a o w Z Z ►i PROJECT NO: 15139 DRAWN BY: KAB/SJH CHECKED BY: KAM TRUCK TURNING MOVEMENT PLAN C301 IZL 1= V Grate ,:Twn 2-- 105 Gratz Shown shuts be b*44 at 04 law fot'Ttil. Face at C-ab Ox tton of Pow Cott Ca3tkT r x1d ratio Houston P306-Tv at 040*1 Gnats to be 2" beeoWr 3 nad€us tuft boy. gat4w grcd$ 3' tro'cu tlGin curtt on ea Il ode cf catchboss,. Pwint concrete or HOPE ad,Austirg rings, Top a° Cori Varies hikirrejrtr of 2-27. -• 6 y2 maa<ir�:.rm of 5-2" ________ Varies CanCrete od miument 24- ram" rags allowed whit 1/4" Precast ` S. 3' minimum to 1/2` tied of n-orta, between each end a r -, 6" thw* Cencie it COU40 " 3' r t� on the its S-Min twat i ax DuK t Ahtfl 1xv grnrted an froth the Intone end outs de, i T 0 N ItE.r.-...,.T I. stcP$ sT,* be oro;idcd In or ta%°s basin/manholes and stofm sewer marhatos 2, CaSterq to be tctaliy ericose #+ corerete, curb &Action 'I, Ne, ,k Atnac#Urox (wA otlnwAd. "0. 40 +mart i0virrss are perrrttted era the adjUAnfig r"eltge. M10F STORM SEWER CATCH BASIN 2' X 3' RECTANGULAR LVYSEIr 2-tO PLATE NO.: LE NnµE SrEcs xo ENGINEERING DEPARTMENT 3101 13 CB-2' X 3' 40 NOT TO SCALE I'ANMI-t-s312 QAwL OR a1PP44NE.? EVAAL l+et A544STNO fli W) ' 1/4' MWArr 9EtOCU4 CAST04, RINIA A %I%KCTtOWE Irwl AO RNAI I MFr' t IAMI 2g�.1P. INI"Olich�: TO 1014SIS, or sit Sees A' 8' Ot Wit; Awevs t " WAL.S To BE 3RECAST �rclief, C® .0w:L P oVY* .-r>gE-CAST rA'E'tANG AS REOtr • f.A, t CW,A& ehI AT A' ok K` c*sf YALAB t TYPICAL 270 DIAMETER CATCH BASIN NUASED:2-10 ENGINEERING DEPARTMENT ' 310? 14 CB-27" 40 NOT TO SCALE See 0'ty Plate No. 3107 for iprnp p1aceent3tt. Tree lost 3 Pyre �' nis -- tNw 2 tort halt eAnunare per joint Install at dU" Tom tot` or bottom of P'pe. I OMETRIC hTs NO M-St I, At Rehstar,-er1 Concrete Apavns oha9 M furrishe,4 Ai installed w4hoot Trash G.Uai-4- 2 AN ne+f, Poktflimed Cancrets Aprons on now ppe Oxg be old book 3 ails ee,tq_ the ba of f#oni ?Pram. 3 AN new Reinforced Concrete Apa'srts ao existing pipe shall be tied to Me fi-t DPe aspcurtt to the op,w. x 15 FLARED END SECTION 40 NOT TO SCALE HYDRA%-5 ShAt I RF CI CIN MFTJA1 1C* OR INATEIR`OU'S 57294) ALL. HYDFAN73 MUST BE A;PIROVE7 FY CITY -- TRr l,YORAMY WMIPPR %+Ai.:. M A VVe ft t4:4.TNTfo FSEF4LASS RIG] Y A Q*RAIL LEN IK cSft NSTAL-. MAUI"sueWNW APP'f.tCATKN USAO RED &4141F PEF1ECTtt'E WACFP WW ( Art TAM ew a oYEb Tt£ 'XI L LE TMI OF T4E H0 A�, 410LIW A fix l well a" uv tt � IIYDRAIN T r' 24" Met 1 ^1,4* v k - _-- Milo IT r4AT Ann t ' t0w.T SMALL i� I FLtSTfi Ye1A4Ep ,� aft 3Ei:"D'011 toed Ift � T41:1 .. `. � F, I/Do .LEAF ROCK `" t rteli Aie4PIEFt "UN) 2 _A'*VtS F =UiYE '±t0 (4 Ut,! ` R`7ttE`It«`SOLO MCF+ETE 3ILD" w1'E*a: 1. ALL 1-Yt7RAhT°S 31HAIL HA4E P MOLES,. ^ r '1$v OR 0`E4 µ?Ink 1 ALL PANTi+ ,0.M S144- IE ` TO live YE#q TY PERIOD AS NKYtf : P, :i C102n srN OF hAF wA'tFUAi% v+Ft w kyl:xfs 4. 1 T A u �tALi rN,tt,tas. A NVUHAe: AtgkW" H"E 4I NA At#. 1 6 ALL :M)PA SFIAii. ilMD 4Vk 'd€i4 L t Its-T G.4a„ h;O! kEX i t!' : S. ALL ihii&t4e' f1t' TttP+Et TO '+r�4'2't$c,.AL AxIS tA`4aal:sir Ae..LSTt Tt? � tit` PER "I OF N'tU likat +.find `.r n Pe wi'YI`Ws1 ',,%Vfl Wu" M AMIC. WNW nk RAg 110 itWe AIF TH%f Of p TYPICAL OMB STALL } TI i r4 `* r,�LLA T1ON >t.a. 10 HYDRANT INSTALLATION 40 NOT TO SCALE r ctrext Pi Variable 6° Metal lerme, Past ` dsnttti9 turn box. Tao spar?,Tea t:7Mlt, ` Cwb boa witti 1 1/40 G ationsp'rPa Oro stotlowe ry rod i!1 WttEr Swvci d ' T"X ` loon COCK I T3P* a�� cPPsr Oanw-ctu Stuck Srippurt -� •'' wow main NOTE& 1. W not plug erid of curb step. 2.)add #i` cr`#mpnd ta9tnd #o car# star) 1 Two copper xtrv€De Iro nefaeert the main .cud Fimide eox shell as one mntrnws nliece at aping, splicers rrs not be permitted 4 CsrTI ornt4or crude to be I" x 1* "noire ,ete*, mohis 9 3acdi cc re ui*eNN9 on 6" smaller aid oilmainsend oilmains 12' or 6. Socdaes Whom requ'rod be -aid stPYe F202 doxible strop .. fita€rlaaa Alan waddawe A rwcrce;3 nr rH '.'r one 7-cr--wawa. WIN TYPICAL UU[[ WATER SERVICE FILE NA UG ENGINEER) NG DEPARTMENT °A E Na.; �^ 0 1 tJV,J E1 NUIE.'6` 11 WATER SERVICE 40 NOT TO SCALE L'p}1==� J.5s1 " Mirknum Quiver re9lArad tilue9ler Ha 6WO °'' tar of water main. j sibby-Slo-'.'rain huc. 3- 1160 P•avide Va&a Stem tigers; Ic wi"IN1 6- (it MAT $in* a I it The L'-stArt6! =Iran• i The Too Nut 3T The Valve To I Sire eirk4—,* 1% ('.ronter TRnT 1'. � OrCde A4)aut top to 5/4' 4 •' Tid16T 4 2e tiAw�, Box to ti r list to ~ Y Ica, if--Tp `t 26` a it of udjastrr+ent. Fc er No. bided No_ H-17 _ T V NO. bg t+ y Bib�W-ste-crbt, B� ' Gets- v$IM baX, strew t)pe, A 59 24" 3 phicu. 5 1/`4' toted., Pius TIM soD ocx. 7-6 bittanded ML:nder N<o. 59 14" 46 round base Now 59 20'. t 5h •-Sta-:.rWx 4.7 Gate Yei Ye Adopter 1 /4* i652 Nis 9' 4 op / V8`t21 Pcn 59 14" S`eiat ilitfi P^ata:tt e, i'U5Z2 Na .59 2i7' r Ccateq. 1/2~ Rutter i 523 Na fir) 16' =n 3 e1 i stnwsct ESaetanrs 'Ice Gate Va ve And I Gate Yew AAdwa r. Tozer Nis. END 65- ttaAta Nu. H=+ta6T 65' %jellor or hr e�an H-9byM5fi-:,war va. VB5)'5a_t 1us km[1We6ge Vidw "cnfor,,AAQ to A*WA 27. Valve and Sax o GoO-gT:=B5 Six ralu da plastic Propped t� WIN A€I Etainle section 203o Steel Nuts !tt E,;,Itt I 'lllll y �t', ,� i�ia i � i 1� t • �. rill" MTU_=T�111111 e y A 1 VAtt; ib;en F>cme RtDO ke r^state and Adjusu,ij Rifi� (Set 2110) PraApitrt tit 3nrrer an ateanta"y sewer r^anhatl "# PFq'a 219,9) WOOL, tC#" n "a* Qu be if qnA P-196113, 16' an ccrttr. Stetu SkWI be w+ Da iwnatream Site Unit® Pfau DAiraater is 13 V icrger ring All jairts ,n frenhows to have 'T nisblr gaskotx, lr s-skle9 al soma er 3c directed ty tf Enq;newr A tale x4in: m of 7 Smart Monh,MA mew to he )*A ?'Broady 84104 £drew Soclient Pipe s co be mt out flush with M*side face tf Tral_ pwasl $1+M`tA vusl be l2 art f R po rAn"aktu one HALT h4x ^'lt3C t Eo-Y Stf-l"'D a" Trwbr- the Mwet rYnon thir;knAwl of Precut hots" is 6* i'tr° 14' c1MD nr king„ earl .t" 1" tt tnizioxiss for em'r 4' of nth Siritster- than 14' Kno-a-wid wesrheto or aquas coffiefOwintaealpttlDta ali4Nnate ', At dcy fwavues ;t 41 be gro4t�d mn inxkte and out d. shoo In- eitiniait er catch !ur bmon ,^.mac' c I;coriiik ,•Aid ^.insure file #ravMed raadasay a Tonloge post and ,gar CiAi Awl toe MILD UJ rsrt to late m4sltw e. Will STANCA O MANHOLE 2 ,3 ENONEERING DEPARTMEN7 a € Nis- 2101 l.E u.ME 9 '` A3:'EC5'^2t01 7 STANDARD MANHOLE 40 NOT TO SCALE PIL VARIABLE FENC€ t GE➢ EN tfb BiNb tI" PVC #t-'.tit P1K MIN. %LL1PE 1/4" KR rtJCft ( MART /2 PIPE OIAUE'EP uIN, SEE NOTE 2- �SANTARY SEWER ORAIRTY MAIM SANITARY SEWER SERVICE CjN [C ION DETAIL t I Y41TT+ piA,`T.'.00.6 MAINS P Ni Wn4 OF 16 FEET 01 LE!& VENT ALL ,PATS. WWN CASI(El 2. WHEN a�4,td IAY SEAER SCRVI IS NOT MC zA 3Y A 40ATE4 SERVICE IN THE SAID£ CH, dN5`ALL A fi -EAVY NVAL "FNCF POST NEX- TD 2 X 2 M,*KrP PAINT TOP 6" OF COS-- rLOFE T GRa'EN. R CLEAtNOLIT REOVAR ON PRIVATE PROPERTY IF DVANCE M41f TO HOUSE rx.^1T-O5 9tt rrrT. C ALL SHA�J. BE BEDDED GRANULAR B° ROA0 314A, OR CDLRSE FILTER WiII� TYPICAL SANITARY S[A, :`R SERVICE R€Is€a 3 its ENGINEERING DEPARTMENT PIATE NO: FILE Nr�: rt CS 2001 8 SANITARY SEWER SERVICE 40 NOT TO SCALE MININUµ 6" or i. NNPAC TED SAND y l yw 5EzAFIATM $Ia;iL4'tidt -cAN.siTION -a S-ECIP D — OW PFE LENGTH E4TtC.AL S WIN *K" LUGS -5 REOURM. WA-ERMAIN STORM ��a s I�M sets * Ajj A faf CW15 ydK'' , f ot7?P4ST OU,M T.KF ✓IPE WATERMAIN/STORM SEWER CROSSING REwSED:2-10 ENGINEERING pEPA MENT tTtRTE No.- C14 FILE NWEca V'EGS w S Fr MiN tE:Ne -w STEFI POST F'L MAAk S r_. i€N1C" S. g T AT 4 a-r #Ar ?FAQ__ . _, i ... T G' 'fi'.T�.E a' .tom d v Y L 6Rc�t:._ P.-;m its a6 r toe tAD Le-113sAl PLISTG .1;Az (o:, r a t 4L,..a"EE AT wrap B r1tsE Cnr� YaRtd t€ACATi rr Tub^ 9" f v e€i�E Nt wit ¢EL±X Flew I v. A ftN F, 1w at T ?."4CC. MACHINE SLICr.O t SALE roxt, HEAVY DL'Y ...... 3 t MIL 'FMCTN slut. POST atet'> w1N t rA:t AT , '" VAX SPACM 3$"' 31 STAPILtS ..Aa 'C. AMIDOt:)Rt E -RENGN tDA *jFAd, L1 to ,e TAMM NATURtL id*. 5t FLOW ULT - TV OIL FtAr«E0 a) &, CONTITI, VIE SLrP`_,F 2 I.N AND :fte"ah CRITER'h eV -Ow SILT =IItc£. PiicnS:sEAi.Eit it v_REi-c :'L OPIE -.�- X5$ 16014 2% I$> FEET 2 - S,' M FEET 5 -lax 5D FE:T MUM5,1* - 20 3 ;5 FEET jLT r[NiE PM 1MNDQT °ar'C-D, SDIFTy'E 2" taAT✓cA "1;AN M z! FEET SEE $PE:$. 257E 3 SINS6. LGCRTT" I ' aLf FENCE, fhvtaat lute Fran Srert F1y,rr iManmwr lei Aare I 44M $ SILT'EMM *t_*A TOE Of %Of"E OLISIVE OF tlrxnm W,It xn 1 w4xs r� €... '' of 47101I Of Si<T FEWS iC�i? PER;atyliT;F Gi?"�L Qi7g SILT, FENCE 1111Vnszo" 3 a2 DEPARTMENT RATE NO.:ENGINEERING 4 SILT FENCE 40 NOT TO SCALE COMPACTED BACKFILL 1 A SIDE t BEDDING Do/24 MIN 3" -J EXCEPT TYPE 4 OUTER BEDDING MATERIALS COMPACTION EACH SIDE SA REQUIREMENTS AS HAUNCH R DO/3 IDDLE BEDDING LOOSELY PLACED UNCOMPACTED BEDDING EXCEPT TYPE 4 STANDARD TRENCH INSTALLATION SOIL AND MINIMUM STANDARD PROCTOR COMPACTION REQUIREMENTS INSTALLATION HAUNCH AND OUTER LOWER SIDE TYPE BEDDING 90% CATEGORY TYPE 1 95% CATEGORY 1 95% CATEGORY II 100% CATEGORY III 90% CATEGORY I 85% CATEGORY I TYPE 2 95% CATEGORY II 90% CATEGORY II 95% CATEGORY III 85% CATEGORY I 85% CATEGORY I TYPE 3 90% CATEGORY II 90% CATEGORY II 95% CATEGORY III 95% CATEGORY ill NO COMPACTION REQUIRED, NO COMPACTION REQUIRED, TYPE 4 EXCEPT IF CATEGORY III EXCEPT IF CATEGORY III USE 85% CATEGORY III USE 85% CATEGORY III EQUIVALENT SOIL CLASSIFICATIONS FOR SOIL DESIGNATIONS SOIL UNIFIED SOIL CLASSIFICATION SYSTEM (USCS) MN/DOT SPECIFICATION CATEGORY I CLEAN COURSE GRAINED SOILS: SW, SP, GIN, GP, OR ANY COARSE FILTER SOIL BEGINNING WITH ONE OF THESE SYMBOLS WITH 12X AGGREGATE OR LESS PASSING A #200 SIEVE MN/DOT 3149.2H CATEGORY II COURSE GRAINED SOILS WITH FINES: GM, GC, SM. SC, OR AGGREGATE BEDDING ANY SOIL BEGINNING WITH ONE OF THESE SYMBOLS MN/DOT 3149.213 CONTAINING MORE THAN 12% PASSING A #200 SIEVE CATEGORY III FINE GRAINED SOILS: CL, ML, (OR CL-ML, CLML, ML/CL) NOT APPLICABLE WITH LESS THAN 30% RETAINED ON A #200 SIEVE. NOTES 1. COMPACTION AND SOIL SYMBOLS-I.E. "95% CATEGORY I" REFERS TO CATEGORY I SOIL MATERIAL WITH MINIMUM STANDARD PROCTOR COMPACTION OF 95X 2. SOIL IN BEDDING AND HAUNCH ZONES SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION AS SPECIFIED FOR THE MAJORITY OF SOIL IN THE BACKFILL ZONE. 3. THE TRENCH WIDTH SHALL BE WIDER THAN SHOWN IF REQUIRED FOR ADEQUATE SPACE TO ATTAIN SPECIFIED COMPACTION IN THE HAUNCH AND BEDDING ZONES. 4. FOR TRENCH WALLS WITH GREATER THAN 10 DEGREE SLOPES THAT CONSIST OF EMBANKMENT, THE LOWER SIDE SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION AS SPECIFIED FOR THE SOIL IN THE BACKFILL ZONE. 5. NO BEDDING IS REQUIRED FOR TYPE 4 STANDARD INSTALLATION. 6. REFER TO ASTM C1479-07 FOR DETAILS. 7. TYPE III BEDDING SHALL BE USED UNLESS NOTED OTHERWISE. FINAL GRADE 4 IF a a `* ,.ild'tiA.Nft 6" SAPD � A 3„ WVN ------------- 4:,g1 s'YRLDAIf i^ -�.„• ° SAtVId FILL x;. 1NWLATION PIPC IALL BE GENTUIX UNDCR P#SJLATON UNLESS OT 01100% SP'C ,-FCD JNSLXATTON $MAL• Oit£RLAP AT SEAMS Bt MIK. 12', CLtV€R bVER�,„= a FND 2t, �F:>l/`t tTtNG.B - b + 5' Fr S• 1 C a R711 op:: 6 PIPE INSULATION 40 NOT TO SCALE =_.uP4�;! 9"_{• t:tfAN CwS.IT9 RClfli Pis V ,6 4, n" 444,I)EPTH FOR, R(H,"Af r . F tC� .D�TtI i4t Nand?CHIPC �r .f 18" MANtAMtt OUT Off BERtr — d O MINIMIZE RU'+I i FROM E RJER FASR:G. Nwr ni:Tp rtu'T#N` iII! F otAfr.'J tit 'Tr R6C'h k TI TO STOP t tAGtR 7HRt7U GH TRU CON STRUCTI Ot1f man ENTRANCE RENIMO- I fa LW_NEERING DrT=AtfTMLNT 't.ATr N9. 3301 Fick NAME:¢cG :7rt1 ;_Li MLNT TRAP MANUFACTJRED B" IMMCO,LLC,5HAk0jFE:E 6411 ESS EROS- CORC A -A, Mt., OR ECUA4, rra A'IAwITt uM:. •G'ahr ;,;�" nA even, F,IMR ;yy� Ak OoI, j4tEz 4sQ A:uj c'lal{i j ML4 kAr tAg t ,.* oq nY #: nit, Aw as is r 01go, U0044. ASwtdr bat &1 04 a or vfM 0QLLj G23 } A DA : «. avmX a Fit 110,L*32AftV ii sue: -so or GA" An ae» T ' �NR r' CUT SEDIMENT T OVERFLOW Iii "SHOUT ARIA w y PLAN WWTT L1r EIt I LRCE 2"-3" T-fir S-ONE 10 IL L PLASTIC L NNG tY WPM WASiajT AR -'A NR FX('4VATF1't PIT.- 'C iiTN fi-A 1) LOCATION OF TNT WASHOI AREA SHAL. BE AT Ti orsctivloi or THE CONTRACTOR HUH iT YVW- BE S-iGti -HE FILANS VO WISI EE IDE- Its ON -SITE USIIW� WNACz Ti-E AFkSHWT AR€A ShAL, BE AT LEAST THE MINIMUM CASTANCE FROM PIE, RC44T Cr WXY AS REORED By LOCAr JAMISDICTOkk THIS WASHOUT AREA 514A-L BE LOCZATEO 94 SJCH A MANNER SO TofAT ei7WRE7F 'BROOKS WAY PASS THROLIOu T#1E WA3HOLIT AREA - TC "TH; STABILZD PXK OONS"RUGTTON CAT. 2) t- �Lt MAIWIAL SHA_ kit t=,NVALN L)1' AW Ctt,A'ILD 001 A NEMZ ToO MA NTAIV A FWTIONSHIt ViASH ttT ARFA VOLUME OR 4S DIXCIIIED By `IE P461NICIER 3) I WA. IT ARLA MUSS I (WLATIER THAN bO FEE.` f!4K`M AYY 'IMNLLS. ,aj T WA 1T AACA, r utl! be LP �*riaTAeaET.+ 4b wAl'ER 'PIG-+"". �unur CONCRETE WAfiF' OU AREA, a -^4 EN:ANEERINC; DFIDARTUMENT paTE MIDI 5-404 F NE , ` `;5kD7 _ vT F U F rr U [J� W z PM CID Q W on Q Ln Q LU LLI a 0 O �o z z w `r n V Q Z w Z to GH m w N vi Z'0 10 ~ mw O 0, 0, O (D 0, LU Z_ 0, (> C,4 � 6 Oo�00°0, COD 04 ��=X ir N m a i xx OD 1 E 0 sa I�IpIIIpI) 01 O U l n N I I N to, E 0 ] to N o11 811 I mzCo� y :�i 00 � b z w � W > v 00 o = (0 z 2 0 CLDD z w 2 MW p C c i6 c+)c0 2Ee '" 8 .a E 5 ��1 0 :L LL w a e €oP U @a Ew m � H 0Q ¢1 z v r U-) O n `0 10 �1n�x Z� 0 d O o0 - OVIz:S QI- Y w- J = f w Q w Z w O Z H w O 0 = O V L z � w T = w z LL �U0r F w x ui www QC7LL n:0 �c p CIO Lb 0 Z) LD V aaaaaa U 3 3 V a w CN t=n 6 a CC` co ON Ci a 011. a16 ONM N — 01 M r- O V Z 0-0000, O Z Q W I— cn 1 0 _v LLJ p ZZ_ � C Z L1J 04 - (— V I I LO Z � av I PROJECT NO: 15139 DRAWN BY: KAB/SJH CHECKED BY: KAM CIVIL DETAILS SHEET C400 U - - 6" ISts#ante usriobit 4 � NOTE: I,'2,r f-'Top B'turrn&now terCA .+ ,} i [ s g U 1. WATER -TIGHT CONNECTIONS SHALL BE MAINTAINED. 2. USE SCHEDULE 40 PVC ON ALL PIPES, UNLESS NOTED `-.`. ' ' « ?C,..''`'" 1kq* OTHERWISE - :. " - ' �- • - h '.. , •: :m r1� 3. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED I DOWNSPOUT BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. 12,. {.�.: « ..�-: ,,,---�-, a } wnv , Alf . A 4 A 6« ae tei�xaC�re#a c,ro}d._,;to _ FINISH FLOOR 6" OVERLAP RIM ELEVATION, �Tepatsn r us ht#car r « - REFER TO SPLASH = SEE SEWER TABLE SEE UTILITY PLAN. "+ # +" "' 11a A PAD DETAIL BELOW. -III--- - Tn�•`f #..t .. 8@ `° II!=1=..L,�i= FILTER FABRIC _ _ z = 1 ,G a -III=III ._ii-' / �" `{ v '•` #'it. .,aO MN DOT 3733 TYPE 1 N _ _# ! + 1 r III _I I � = .- � MiftM:ra 13t'r12 45• BEND (SCH. 40 PVC) 6" - • Y ,, - AND RISER PIPE t to {;narD a^id �t##er, t ,�t, COARSE FILTER AGGREGATE co .- _. c `` -:v '° e a _�.. v®T q h x t B 7I i3 t *tii tifAi ldt lTS Q M MN/DOT 3149.2H i , - Ptt' b. A fIPRAP RECid!' Gar L!®AR FILIHR tb Qk0RED Q Ln 7% MINIMUM SLOPE _ 8" 1.2" Mgt Only P*ia#s 3rtwways, .•` ," 1'. t4" nn 'a a Park,�g tars, cr 'dedVmv- ;.«`•„ _ ; to 12 CY C,L7 U RP RAP 2 INVERT ELEVATION SEE 1/C200 " fir" I'J bw` 14 Ya YO CY 5 .,# LAYERS OF 5cox _.:AT' w FOR INVERT ELEVATION OF PERFORATED DRAIN TILE `-, `' 1C.' TO 4R` 23 to 3d Cy Ct3 F FOAAL. w O 0 Z e REFER TO KEYED NOTES x CONNECTION PIPE REFER TO MN/DOT 9'R !� 4 � m a4" AND UP' 62 CY and v ::L.4 a cn ON UTILITY PLAN iv P lJ TO STORM SEWER. THERMOPLASTIC PIPE 3245 �t2'R �f t$" - F8, ,--Tap Eituntinoa Vo#er'l t t* fil++e Cub+c yzvreT is a>pr<>}ims}#e1y 2,(:0 It,e.) Z Z Q a DRAIN TILE ♦ .. J[I_� ° i Z � z d o a ° Q PACK ti �nr , �`- F_ �� # o � � � � T G �� 2RPRAP t7 1%?' `€ tri 3,ti" I �,e-tn4urtaE}!a ` . d�t�Y r , ,: w O 0, d :,oan;,t,ete Cun# and C n#ter 04 Z a� PROPOSED GRADE 2W -. '* + rx 4�R .^•".,..:s:.::. O w O N O c� 4" TOPSOIL _.-. *�` c^,ra:cnx`er Filter %M'J;sO£ 3tst3t.2;3 04 O .. O 04 z 4° }. x1+r 1 ! , S".UTItN A:,.. (L C,saFa. tiit F ree T tk in M a v o PROVIDE A 6" N?S PROPOSED CLAY CAP „t.. J_ F-^ R�PRAP °} DRAIN SPOUT � LOCATION Bt#amlanuiJ :'. NEENAH R-4380 FOUNDATION WALL BACKFILL - CASTING BUILDING �° Stsl - GRANULAR MATERIAL HAVING LESS -- ;�`,r;, - Bnt+,rr:.in:,us :: ,:,,,�„,,; FLOOR �`.�.,, , - • tie Ellie+ (JC` .CGS-'6) F.F.E. = 924.50 THAN 50% PASSING THE N0. 40 - � a 6"" I`ve 1'O-mce3 s,wi CONCRETE SIEVE AND LESS THAN 5% • " `+r SFC'C1i F?- '4=xe t4# t I 12' 6" PASSING THE N0. 20D SIEVE. "4 # SPLASH PAD - NITS 2 DRAIN TILE PACK e• FLOOR SLAB 5-11/2 ° �r,� 1/2" EXPANSION ,i SIN. -.: .«:. cog TYPICAL. CURB �1 v4�a. £ITi v fl:# � �} � --...RIP RAP COMMON BORROW Q AND GUTTER Page 3 of `J T- JOINT DETAIL J LOCATION/SIZE VARIES BUILDING FOOTING a"`ta ` $'P4C` F.c-Ethi. "^ art SEAL BETWEEN AllEN Ri'Ks` ©EPA�RTMENT 5203 ..`:"rF'-6"F s€T "s_ =` =' lalis®c2•-10 rtAT6 NC.: _ _ _ SING DEPARTMENT 31 C7 PIPE AND JOINT 3 ` r x >x xtx:c sr_,!•< NOAFE.. lXX0*A3PEcl"o7 it W/ NON -SHRINK GROUT z 0 RISER PIPE o GRANULAR 10 BUILDING PERIMETER DRAIN TILE 7 CURB &GUTTER 4 PEDESTRIAN CURB RAMP 3-5 1 RIP -RAP BACKFILL C401 NOT TO SCALE C40 NOT TO SCALE C40 NOT TO SCALE C40 NOT TO SCALE IIIIII'�II ro 00 °} o1 SECTION VIEW II I� >�a�E 9 m°z`0o� a y C I c2toM ss . "� W Fit Y m (+) co _ E s a ° co aw) qq z �2 p c- oiy a 3s Z `+t+lAkLk F . „p7 ?t .e +a- _ .�, 9)1 1 '$•_# a; a� W iT c r 9 m m I tot ..' _w..... 1., Z COMPACTED BACKFILL / / M'}�,tAN1 + 1:' u € I s Ttl� 91 $ t / MIN 12' � �� ' « VALVE BOX n � "' � (j I x � �� p T g t i ry � rk� � " � 0 N � 10 � Do - / ' i ,,�* FiB t"'"'' 1 4 xfyps £ e w10 DRAIN DOWN SPOUT ..... _ ^ ` ;�` I � i ,h� M ae M IS SPRINGLINE - ML, ilo-s'; ` N r `4 4 au #1 w a @ T � :� � � z � OO (SEE SECTION VIEW) 1/4' i". :" '-.'".'` �.it�s�; x" g < o O o 67f ' WE TO 9CADWAY _ 6 .� BE tp9� _ � � Z g O 10' PVC j / .,,,,,,�,. e.� ° ,.,, s kW ax �+ Ow w w PIPE PIPE EM EDMENT Di HAUNCH UPt't �"`•.. + . =::a .. "- - ^`^` t '"' e - 'p z PLAN VIEW /« �I �o�DwQ w ' PIPE BEDDING _ �"" ^w# # V O w � 7) O kQQ = N.--c j y rr.11,,,, ff��,,,,' / FOUNDATION +"v_ASS 5 BASE ! & ggg > w,.t yj",:tf / o`O'o`O'o 0 -0-1 o 0 -0- o`O'o o (AS NEEDED) 2, _ ;,}. i ,": Q #t T1 {, j e, _ � � w O z Y 13 DOWNSPOUT DRAIN WITH SPLASH PAD AND CASTING oC�o,,ono,,oC-�,,00r�1,,00�oo(�o�o BEDDIN MIN 4" o`O'o'II'o`O'o o'II'o 0 0 o`P o / C401 NOT TO SCALE / .0 E NOTES: 1. THE MINIMUM TRENCH WIDTH "W" SHALL BE W=Do+16" OR 1.25•Do+12 WHICHEVER IS i GREATER. : ! `+ ..; �' m o o m 2. PIPE EMBEDMENT MATERIAL SHALL BE CLASS I OR CLASS II MATERIAL. REFER TO x = SPECIFICATIONS FOR DETAILS.NrTFS '- * a'•' s ! ''` z w g w 3. REFER TO ASTM D2321-05 "UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR I "1 1 e ? `" - I e - t w T QQ SEWERS AND OTHER GRAVITY -FLOW APPLICATIONS" FOR DETAILS. + TwFit. A_ 6" TtaCK .'iNi SIDEWALK. 4 BUTTRESS TO BE# - POURED AGAINST FIRM ='• USE E` 'HICK f•CR C KA.L, pI�VEWAY MSSING. T. - tt« >M UNDISTURBED EARTH. 1 1 TYPICAL PIPE BEDDING FOR PVC 3. "NI SPAe�ts AT V TI#ERVALS. LXPAVS.ON JOINT SPACING AT 13a-' �I : ' a a a Q a a �F e C 401 NOT TO SCALE MiTERUA S *,41) WI -EN .48j . 174ST1N3 M4 ETr 0.1 S7R MTU . soft A o 0 0 o o a Qrior CONCRETE Of !-'tides rior, Curt- Pomp i e �strir n 1srD ornp N 01 a 01 o c A v m SIDEWALK 12 MIMM Page 4 fi 5 MEW D-n ,,.� N 0,M- o 6" OVERLAP, neroe>x t�so NEERING cEPARTmENT tt�: 521 "u"-„ + �'= EN I E k3r�c DL a TMEr 1 r - n __ .. ErT,;IPdE'~<u� QEP;'�F;TE'TT �� .�'i. etc >a�*c�x�eta�ssl= BUTTRESS TO BE PLAN - 122 1 /2° BEND FILTER FABRIC POURED AGAINST FIRM MN/DOT 3733 TYPE 1 8 CONCRETE SIDEWALK 2 PEDESTRIAN CURB RAMP 1-5 UNDISTURBED EART . R PLUG AGAINST 5 PEDESTRIAN CURB RAMP 4-5 ISTURBED EARTH. g" COARSE FILTER AGGREGATE CO COO G`4,o NOT TO SCALE COO NOT TO SCALE NOSCALE MN/DOT 3149.2H PERFORATED DRAIN TILE PIPE REFER TO MN/DOT a y R II g THERMOPLASTIC PIPE 3245 DRAIN TILE ! °r �� t. � � �� t PACK Ilf BITUMINOUS MATERIAL f �r 24' 3fi" sa® spa nylkr e V DDT �3{ 4Gg,1 1y" P I,3,:X-Y or +6tt+:»7t 4 ? #� a S ;" $ - jj : i - + 5! Tex 1 I e IL BASE MATERIAL + # fI »� kIt 1 %1 Lg. Grafts iha6 be klad at tdi fP#a [ >•� '7+. 3 # i = Cps ' u ! y ,8 5y� # .zap itI o t & d PLAN - 90' BEND PLUGGED CROSS v /`R e ; 4�111151kf °» w BUTTRESS TO BE •.-._.-= Nasrot ft3t'7•.v aaAn, and CONCRETE SHALL BE POURED AGAINST FIRM grate or ea3' e " -" , m� W IN CONTACT WITH THIS UNDISTURBED EARTH. 4" PERFORATED DRAIN �' A .�tstnwai ,# 2 makmn.m c# S I • #5 F �� CO / TILE WRAPPED IN PEA ,r - I YE'*p C a E�I Z QUADRANT OF PIPE. '& - SEE t1ea l+t,s conerets adptatmmnt *95 WIIA tent I = - t � i / NOTE 3 ROCK AND GEOTEXTILE "." .. "`"••... •"`«° beds at esar:ar, t f `` x4 i #� � 1R. Q -i, FABRIC s' r ¢ /\ s^" T•'N # t.Cs4ef�!0 Or @j 8 & a sa d /\ Q A Fps ad+etinry reS. +' a .�.__.,,. 4Y" ®reeost .0nta*asd caserste a aa. I J p s 6 Q 9 t O' r`i. { T L 30' MINIMUM 30' MINIMUM Yana R i �\ 90 . , .". tXs.tO" ,,,s _ '`*,_7 I F,. �` T Z = a# bw?* sdG#tan }stew ti}a alab I t 1 i i # �nrvrnr T- •:^ f 7 BEDDING �\�, v S to N*Lc ttat tap c�dyc scme3 with +^r 0 a a ` LLB A III- 2 Isews of R=nsk s- eaines 04 MATERIAL i t" `- 5 .qa` `�i\ /\ i, i\ . /\ i� :.::•,.�'. = variss All J*ts 11 martial* 'a h I r ' "?' �« a �yT �C � �p 4' DIAMETER 4" DIAMETER - ! ��-•sj itj O Q APPROX. 1:1 SLOPE �r DRAIN TILE DRAIN TILE #'_G+ 7t#}._-- 0" rmq rasr gosks:s,: I ,,, , E x WERE DEPTH BELOW Isr6e�t carttwta sae#an , `' `�c' PIPE EXCEEDS 6" I_- <• �..�,",,,..-.,.--•Manhole Aew ftaortar R`t .t arr ' 0 : �`�'•`,`,` r s' ///'�� r �- -- cat as, rb' a;. AKuraln rtn a 4 oila 2 i L V/ J SECTION A -A €$ v Z PLAN - 45° BEND CONC. CURB AND GUTTER s ` i �tsa >! tY « 0ogh ses MWa laa,q� W on tact, � L �� ,E i ! � � � �r 0 a Q a the exn#ai,M and na+sfa -4� I '' e' @, a CATCH BASIN . •.-- >,. I r"n ! `-. - • E' 4 R. # s c V NOTES: DMENSIONS IN TABLE ARE BASED ON A WATER PRESSURE OF 150 P.S.I. Itl gee e o ■trrctures rte aria ' ! - f r1. R `` ' - lot, t t11) AND AN EARTH RESISTANCE OF 1 TON PER SQUARE FOOL . 4 r �Ig}Ie9 2. DIMENSIONS C1,C2,C3 SHOULD BE LARGE ENOUGH TO MAKE ANGLE 0 1) A MINIMUM OF 60 FEET OF DRAIN TILE SHALL BE PLACED AT ALL LOW POINT CATCH, ' t; ,t aR Y'nkmm :%leAnits, 6° #u 1#' t ' �s EQUAL TO OR LARGER THAN 45'. BASINS. =.sl I. "=',' _,.`yj r -- n f3 4 t, s�. i� `«' PROJECT NO: 15139 3. DIMENSION A1,A2,A3 SHOULD BE AS LARGE AS POSSIBLE WITHOUT i i dr#nih, trucaac 'ihackresx # tw . >=„' , INTERFERING WITH M.J. BOLTS. 2) 4" PERFORATED DRAIN TILE WITH GEOTEXTILE SOCK SHALL BE PLACED IN A MINIMUM_6`A 4' of a#h gre!t` #9',._ .-,-'`� - ' ' ,�° ,�f DRAWN BY: KAB�JH 4. SHAPE OF BACK OF BUTTRESS MAY VARY AS LONG AS POUR IS AGAINST OF 12" OF FINE FILTER AGGREGATE (" DIA. PEA ROCK). ,,, _ ! y tad ralrtause with 60a6" 10yr10 nirsit. '+"' ` CHECKED BY: KAM FIRM UNDISTURBED EARTH. �......,,.,_.z„ 3) THE FIRST 18" AT CATCH BASIN SHALL BE SOLID WALL SCH 40 PVC. warnw,xw vw z sae. sxsc res N0 dtas BUTTRESS DIMENSIONS DRAIN TILE SHALL BE PLACED BEHIND THE PROPOSED CURB LINE.,_' PIPE 22 1h Bend 45' Bend 90' Bend SIZE B7 D1 B2 D2 B3 D3 6" l'-5" 1' 5" 1' 5" l'-5" 2--l" V-6" B" 1' 5" 1' 5" 2•-l" 1' 6" 2'-8" 2'-0" 12" 1'-10" 1' 10" 3'-4" 2'-0" 4' 9" 2' 6" 16" 3' 0" 2' 0" 3'-10" 3' 0" 6'-2" 3' 6" 20" 3• 6" 2• 8" 5'-6" 3'-4" 8'-4" 4'-0' 24" 4'-0" 3'-0" C-10" 3'-10" 9'-8" 5'-0' 4) MAINTAIN POSITIVE SLOPE AWAY FROM CATCH BASIN AT ALL TIMES. DRAIN TILE CATCH BASIN PeOest'jon Curb Romps SLOPE SHALL MATCH PROPOSED AT GRADE SLOPE OR 0.5 PERCENT, WHICH EVER IS MANHOLE aff� `'''Jes(riuri I_ta1L !Rt1 `ipS CIVIL GREATER. ME=Page CIVIL 1A+iTI SUMP F't c}t�1 5) FOR CATCH BASINS NOT LOCATED IN A CURB LINE CONTRACTOR SHALL EXTEND DRAIN a+a RJerC ta.: ate 3-`+ t' DETAILS C TILE IN 4 DIRECTIONS, IN THE SHAPE OF AN "X", FOR 15-FEET FROM EDGE OF CATCH EERING DEPARTMENT 3104 � r: z FNt;IPTr=1-Ri,'.fi, ?3�'f'�ARTh1FP�T ��14>�= FE'rTaE9: 3•-'<• .. ,,. ., ,.. AL*m ena-; D` I I `1IL�J k7kiEtk.: _ -a4 kae nrt...tiEti�i'e4�,=Z Pa C�NC.>B"3_';.1':E., ';C�nAi$tC'',t ,}.''I JET•. BASIN STRUCTURE. 6) NO DRAIN TILE WILL BE ALLOWED WITHIN 10-FEET OF ANY WATER LINE. SHEET 14 THRUST BLOCK DETAIL FOR MECHANICAL PIPE BENDS 12 DRAIN TILE FOR LOW POINT CATCH BASINS 9 CATCH BASIN MANHOLE W SUMP 6 PEDESTRIAN CURB RAMP 5-5 3 PEDESTRIAN CURB RAMP 2-5 C401 NOT TO SCALE C401 NOT TO SCALE C40 NOT TO SCALE C40 NOT TO SCALE C40 NOT TO SCALE C401 �O AA\ TC 1 / a \ •nu nu:.1 a C) \ c Izx 61y.' Y `tiNQR.TH LINE THE SOOT c�r6 s 1P.s 'b°,i s� eu y 47 3 1o.z l f. 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I l/- I / 1 EXISTING CONDITIONS 50 =60 EXISTING DRAINAGE AREAS Q OUT (CFS) STORM EVENT IMPERVIOUS AREA PERVIOUS AREA TOTAL AREA 2-YEAR 10-YEAR 100-YEAR SNOWMELT ROUTING DRAINAGE AREA (ACRES) (ACRES) (ACRES) (2.87") (4.26') (7.38") (10.90") 1 0.00 3.40 3.40 7.10 12.52 23.06 1.61 OFF -SITE NORTH 2 0.00 3.78 3.78 8.84 15.56 28.45 1.79 OFF -SITE SOUTH 3 0.00 1.46 1.46 3.21 5.66 10.38 0.69 OFF -SITE EAST TOTAL 0.00 8.64 8.64 19.15 33.74 61.89 4.09 NORTH 0.00 3,40 3.40 7.10 12.52 23.06 1 1.61 NORTH SOUTH 0.00 3.78 3.78 8.84 15.56 1 28.45 1 1.79 1 SOUTH EAST 0.00 1.46 1.46 3.21 5.66 1 10.38 1 0.69 1 EAST lil"i PROPOSED CONDITIONS 50 7 =60 PROPOSED DRAINAGE AREAS DRAINAGE AREA IMPERVIOUS AREA (ACRES) PERVIOUS AREA (ACRES) TOTAL AREA (ACRES) Q OUT (CFS) STORM EVENT 2-YEAR (2.87") 10-YEAR (4.26") 100-YEAR (7.38") SNOWMELT (10.90") ROUTING 1 0.00 0.50 0.51 0.99 2.05 4.25 0.24 OFF -SITE SOUTH 2 1.97 1.56 3.52 - - - - FILTRATION BASIN #1 3 0.58 0.57 1.15 - - - - FILTRATION BASIN #2 4 0.38 0.54 0.92 - - - - FILTRATION BASIN #3 5 0.25 0.17 0.42 - - - - FILTRATION BASIN #4 6 0.91 0.99 1.90 - - - - FILTRATION BASIN #5 7 0.05 0.17 0.22 0.54 1.01 1.96 0.11 OFF -SITE EAST FILTRATION BASIN #1 - - - 0.96 8.03 12.70 1.40 OFF -SITE SOUTH FILTRATION BASIN #2 - - - 0.15 0.17 2.85 0.15 OFF -SITE SOUTH FILTRATION BASIN #3 - - - - - - - FILTRATION BASIN #4 FILTRATION BASIN #4 - - - - - - - FILTRATION BASIN #5 FILTRATION BASIN #5 - - - 1.74 7.73 18.81 1.19 OFF -SITE NORTH TOTAL 4.13 4:5f 8.64 4.38 18.99 40.57 3.09 NORTH 1.54 1.71 3.25 1.74 7.73 18.81 1.19 NORTH SOUTH 2.55 2.63 5.18 2.10 10.25 19.80 1.79 SOUTH EAST 0.05 0.17 0.22 0.54 1.01 1.96 0.11 EAST STORMWATER RUNOFF SUMMARY 2-YR STORM (2.87") RUNOFF (CFS) 10-YR STORM (4.26") RUNOFF (CFS) 100-YR STORM (7.38") RUNOFF (CFS) 100-YR SNOW MELT (10.90') RUNOFF (CFS) EXISTING SITE 19.15 33.74 61.89 4.09 PROPOSED SITE 4.38 18.99 40.57 3.09 PROJECT NARRATIVE THE SITE IS A 8.64 ACRE PARCEL LOCATED AT THE SOUTH WEST CORNER OF THE INTERSECTION OF HIGHWAY 101 AND 86TH STREET WEST. CURRENTLY THE SITE IS A FARM FIELD USED FOR ROW CROPS. A MAJORITY OF THE SITE DRAINS THE CULVERTS/STORM SEWER LOCATED IN THE NORTH EAST AND SOUTH EAST CORNERS OF THE SITE. A PORTION OF THE SITE ALSO DRAINS TO THE ADJACENT PROPERTY TO THE EAST. ALL DRAINAGE IS VIA SHEET FLOW AND SHALLOW CONCENTRATED FLOW. NO STORM WATER MANAGEMENT IS CURRENTLY BEING PROVIDED FOR THIS SITE. THE PROPOSED DEVELOPMENT WILL INCLUDE THE ADDITION OF AN APPROXIMATE 55,000 SQUARE FOOT SENIOR HOUSING BUILDING AND 9 TOWNHOME BUILDINGS. PARKING, WALKING PATHS, AND SIDEWALKS WILL BE PROVIDED TO SERVICE THE PROPOSED BUILDINGS. STORMWATER MANAGEMENT FOR THE SITE WILL BE PROVIDED VIA 5 FILTRATION BASINS ON THE SITE, SUMP CATCH BASINS, AND GRASS SWALES. DUE TO THE CLAY ONSITE SOILS INFILTRATION IS NOT FEASIBLE. SPECIAL AND IMPAIRED WATERS THESE SPECIAL AND IMPAIRED WATERS ARE LOCATED WITHIN ONE MILE (AERIAL RADIUS) OF THE PROJECT LIMITS AND RECEIVE RUNOFF FROM THE PROJECT SITE. DUE TO THE PROXIMITY OF THESE SPECIAL ADN IMPAIRED WATERS, THE BMPS DESCRIBED IN APPENDIX A OF THE NPDES PERMIT WILL APPLY TO ALL AREAS OF THE SITE. WATERBODY I IMPAIRMENT(S) LAKE RILEY NUTRIENT/EUTROPFI ATION TEMPORARY SEDIMENT BASINS: TEMPORARY SEDIMENT BASINS SHALL BE PROVIDED PER APPENDIX A, SECTION C.1.8 OF THE MPCA GENERAL STORMWATER PERMIT. ENGINEER ANTICIPATES THAT, PRIOR TO INSTALLATION OF FILTRATION MEDIA_ AND DRAIN TILE. CONTRACTOR WILL USE PROPOSED FILTRATION BASINS AS TEMPORARY SEDIMENT BASINS. CONTRACTOR SHALL EXCAVATE TEMPORARY BASINS AND CLAY LINE PRIOR TO USE. SURFACE WATER SHALL BE REMOVED BY SKIMMER DEVICE SUCH AS FAIRCLOTH SKIMMER OR THIRST DUCK, OR USING A PUMP WITH A FILTER. ALTERNATIVE TEMPORARY SEDIMENT BASINS SHALL BE APPROVED BY ENGINEER PRIOR TO USE. IN LIEU OF USING TEMPORARY SEDIMENT BASINS, THE CONTRACTOR MAY PHASE THEIR CONSTRUCTION SO THAT NOT MORE THAN 5 ACRES OF AREA IS DISTURBED AT ONE TIME. FULL STABILIZATION OF THE DISTURBED AREA IS REQUIRED PRIOR TO DISTURBING ADDITIONAL AREAS. (IMPAIRED ONLY) STOCKPILES: ON -SITE STOCKPILES OF SOIL SHALL HAVE PERIMETER SEDIMENT CONTROL. STOCKPILES SHALL BE STABILIZED WITH BLANKETS, TARPS, OR HYDRO MULCH IF LEFT ON -SITE FOR MORE THAN 14 (7 IMPAIRED) DAYS. SWPPP IMPLEMENTATION, INSTALLATION, INSPECTION, AND BMP MAINTENANCE BY GENERAL CONTRACTOR. NAME: -------------- CERTIFICATION DATE: ------------------ MINIMUM ESTIMATED QUANTITIES FOR EROSION CONTROL ITEM DESCRIPTION ESTIMATED QUANTITY DRAINAGE STRUCT. INLET FILTER 11 EACH ROCK CONSTRUCTION ENTRANCE 1 EACH CONCRETE WASHOUT 1 EACH SILT FENCE 4230 LF EROSION CONTROL BLANKET 8533 SY EROSION CONTROL MAT 183 SY NOTE: QUANTITEIS SHOWN ARE THE MINIMUM REQUIRED, ADDITIONAL QUANTITIES MAY BE NEEDED IF REQUIRED BY THE MPCA, WATERSHED DISTRICT, OR CITY. CONTRACTOR IS RESPONSIBLE FOR FINAL DETERMINATION OF QUANTITIES PRIOR TO CONSTRUCTION. ABBREVIATIONS BLDG Building BMP Best Management Practice BW Bottom of Wall CB Catch Basin CONC Concrete ELEV Elevation EX Existing FFE Finished Floor Elevation HWL High Water Level INV Invert MAX Maximum MH Manhole MIN Minimum Minnesota Pollution Control MPCA Agency NPDES National Pollutant Discharge Elimination System NWL Normal Water Level PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe Till Top of Wall W.O. Washout NOTE: THE CONTRACTOR MUST COMPLETE, SIGN, OBTAIN OWNERS SIGNATURE, PAY FEE, AND SEND IN THE NPDES PERMIT APPLICATION. CONTRACTOR SHALL PROVIDE A CERTIFIED EROSION CONTROL SUPERVISOR. SWPPP DOCUMENTATION, INCLUDING INSPECTION REPORTS SHALL BE RETAINED FOR A PERIOD OF THREE (3) YEARS. DESIGN CALCULATIONS ARE ON FILE AT BKBM. THE OWNER AND CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE DURING AN D AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION HAS BEEN FILED. OWNER: MICHAEL HOAGBERG, MANAGING MEMBER HEADWATERS DEVELOPMENT 17550 HEMLOCK AVENUE LAKEVILLE, MN 55044 AGENCY CONTACTS CITY OF CHANHASSEN ENGINEERING DEPARTMENT 7700 MARKET BLVD. PO BOX 147 PHONE: (952) 227-1160 MINNESOTA POLLUTION CONTROL AGENCY 520 LAFAYETTE ROAD SAINT PAUL, MN 55155 PHONE: (651) 296-6300 RILEY PURGATORY BLUFF CREEK WATERSHED DISTRICT 14500 MARTIN DRIVE SUITE 1500 EDEN PRAIRIE, MN 55344 PHONE: (952) 607-6512 POLLUTION PREVENTION MANAGEMENT MEASURES SOLID WASTE DISPOSED PROPERLY; COMPLY WITH MPCA REQUIREMENTS. HAZARDOUS WASTE STORED SEC N A ( 0 D RY CONTAINMENT, RESTRICTED ACCESS) AND DISPOSED IN COMPLIANCE WITH MPCA REQUIREMENTS. 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. NO ENGINE DEGREASING ALLOWED N- TE. 0 SI CONCRETE WASHOUT ON -SITE: ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER THAT DOES NOT ALLOW LIQUIDS TO ENTER GROUND WATER IS CONSIDERED AN IMPERMEABLE LINER. THE CONTACT THE 0 LIQUID AND SOLID WASTES MUST NOT Q GROUND AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. THE CONCRETE WASHOUT AREA INDICATED ON THE PLANS IS SHOWN IN AN APPROXIMATE LOCATION. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION IN ACCORDANCE WITH MPCA REQUIREMENTS. NOTE: THE STORM WATER POLLUTION PREVENTION PLAN FOR THIS PROJECT INCLUDES THE CIVIL ENGINEERING PLANS AND THE PROJECT MANUAL. CONTRACTOR TO SUPPLY CONSTRUCTION PHASING NARRATIVE, ESTIMATED PRELIMINARY QUANTITIES OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S ANTICIPATED AT THE START OF THE PROJECT AND FOR THE LIFE OF THE PROJECT, AND LOCATION OF AREAS WHERE CONSTRUCTION WILL BE PHASED TO MINIMIZE DURATION OF EXPOSED SOIL AREAS. CONTRACTOR IS TO REVIEW MINNESOTA POLLUTION CONTROL AGENCY'S INSTRUCTIONS FOR THE APPLICATION FOR MINNESOTA'S NPDES/SDS GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY PRIOR TO SUBMITTING APPLICATION. INSPECTIONS EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 1/2 INCH OVER 24 HOURS RAIN EVENT. STABILIZED AREAS: ONCE EVERY 30 DAYS. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. RECORDS: A COPY OF THE GRADING, DRAINAGE EROSION CONTROL PLAN AND WATERSHED DATA & SWPPP PLANS AS WELL AS THE INSPECTIONS/MAINTENANCE LOGS ARE TO BE KEPT EITHER. IN THE FIELD OFFICE, INSPECTOR'S VEHICLE OR CONTRACTOR'S VEHICLE. HANDLING AND STORAGE OF HAZARDOUS MATERIALS: IF THE CONTRACTOR INTENDS TO USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS ON THE PROJECT SITE, THE CONTRACTOR MUST COMPLY WITH THE FOLLOWING MINIMUM REQUIREMENTS: 1. THE CONTRACTOR MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION TO ENSURE EFFECTIVE TREATMENT. CHEMICALS MAY ONLY BE APPLIED WHERE TREATED STORMWATER IS DIRECTED TO A SEDIMENT CONTROL SYSTEM WHICH ALLOWS FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE. 2. CHEMICALS MUST BE SELECTED THAT ARE APPROPRIATELY SUITED TO THE TYPES OF SOILS LIKELY TO BE EXPOSED DURING CONSTRUCTION, AND TO THE EXPECTED TURBIDITY, PH AND FLOW RATE OF STORMWATER FLOWING INTO THE CHEMICAL TREATMENT SYSTEM OR AREA. 3. CHEMICALS MUST BE USED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, AND WITH DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR PROVIDER/SUPPLIER OF THE APPLICABLE CHEMICALS. ON -SITE FUEL TANKS REQUIRE SECONDARY CONTAINMENT AS REQUIRED BY THE PERMIT. PORTABLE FUEL TRUCKS SHALL HAVE THEIR SPILL KITS AVAILABLE DURING FUELING. SPILLS GREATER THAN 5 GALLONS MUST BE REPORTED TO THE PROPER AUTHORITIES. MECHANICAL AND NON STORMWATER DISCHARGES, EXISTING AND PROPOSED 1. WATER LINE FLUSHING 2. LANDSCAPE IRRIGATION 3. FOUNDATION DRAINS 4. AIR CONDITIONING CONDENSATION 5. INDIVIDUAL RESIDENT CAR WASHING 6. STREET WASH WATERS 7. RESIDENTIAL BUILDING WASH WATERS WITHOUT DETERGENTS. 1k, 60' 30' 0 60' 120' SCALE 1A = 60' OTHER NOTES: 1. LONG TERM MAINTENANCE OF THE SITE WILL BE PERFORMED BY THE OWNER. INCLUDED MAINTENANCE FOR STORMWATER DEVISES SHALL BE: 1.1. INSPECT SUMP CATCH BASINS ON A BIANNUAL BASIS, ONCE IN THE SPRING AND ONCE IN THE FALL 1.2. CLEAN SUMP CATCH BASINS OF SEDIMENT AND DEBRIS ANNUALLY OR WHEN SEDIMENTS FILL 3 OF THE STORAGE VOLUME. 1.3. INSPECT FILTRATION BASINS ON A BIANNUAL BASIS, ONCE IN THE SPRING AND ONCE IN THE FALL. 1.4. ENSURE FILTRATION BASINS ARE FUNCTIONING AS DESIGNED. 2. THIS SWPPP DOCUMENT HAS BEEN PREPARED BY BKBM ENGINEERS. A COPY OF THEIR EROSION AND SEDIMENT CONTROL PROGRAM CERTIFICATION IS AVAILABLE UPON REQUEST. 3. THIS SWPPP DOCUMENT MUST BE AMENDED AS NECESSARY DURING CONSTRUCTION IN ORDER TO KEEP IT CURRENT WITH THE POLLUTANT CONTROL MEASURES UTILIZED AS THE SITE. THE SITE MAP SHOWING LOCATIONS OF ALL STORM WATER CONTROLS MUST BE POSTED ON THE SITE AND UPDATED TO REFLECT THE PROGRESS OF CONSTRUCTION. CONSTRUCTION ACTIVITY EROSION PREVENTION PRACTICES CONTRACTOR SHALL STABILIZE ALL EXPOSED SOIL AREAS (INCLUDING STOCKPILES). STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 7 IF IMPAIRED CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 7 IF IMPAIRED CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. FOR PUBLIC WATER THAT THE DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES, ALL EXPOSED SOIL AREAS THAT ARE WITHIN 200 FEET OF THE WATER'S EDGE, AND DRAIN TO THESE WATERS MUST COMPLETE THE STABILIZATION ACTIVES WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24-HOURS AFTER CONNECTION TO A SURFACE WATER. SEDIMENT CONTROL MEASURES MUST BE INSTALLED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. SEDIMENT AND EROSION CONTROL MAINTENANCE PERIMETER SEDIMENT CONTROL PRACTICES: WHEN SEDIMENT REACHES 1/3 THE HEIGHT OF THE BMP THE SEDIMENT MUST BE REMOVED WITHIN 24 HOURS. IF PERIMETER SEDIMENT CONTROL HAS BEEN DAMAGED OR IS NOT FUNCTIONING PROPERLY, IT MUST BE REPAIRED AND/OR REPLACED WITHIN 24 HOURS. PERIMETER BMP MEASURES MAY INCLUDE SILT FENCING. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS: ALL TRACKED SEDIMENT ONTO PAVED SURFACES MUST BE REMOVED WITHIN 24 HOURS OF DISCOVERY OR MORE FREQUENTLY IF REQUIRED BY CITY OR WATERSHED. CONSTRUCTION SITE DEWATERING: SITE WATER DISCHARGE DUE TO CONSTRUCTION DEWATERING OPERATIONS SHALL BE MONITORED FOR SEDIMENTATION AND TREATED PRIOR TO DISCHARGE TO PUBLIC STORM SEWERS. TREATMENT OF DEWATERING DISCHARGE MAY BE ACCOMPLISHED BY TEMPORARY SEDIMENTATION BASINS OR OTHER APPROPRIATE BMPS. FINAL STABILIZATION STABILIZATION BY UNIFORM PERENNIAL VEGETATIVE COVER (70% DENSITY) DRAINAGE DITCHES STABILIZED. ALL TEMPORARY SYNTHETIC AND STRUCTURAL BMP'S REMOVED. CLEAN OUT SEDIMENT FROM CONVEYANCES AND SEDIMENTATION BASINS (RETURN TO DESIGN CAPACITY). SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED THROUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18 INCHES WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION PRIOR TO FINAL REVEGETATION OR OTHER STABILIZATION. GRADING & SOILS BASED ON SOIL BORING PROVIDED BY BRAUN INTERTEC: THE FOLLOWING SOILS ARE ANTICIPATED TO BE ONSITE AT THE DEPTH SPECIFIED BELOW GRADE: TRACE-18 INCHES - TOPSOIL 0-7 FEET - ORGANIC CLAY (ORGANIC DEPOSITS) 0-4 FEET - SANDY LEAN CLAY (FILL) X>7 FEET - SANDY LEAN CLAY & CLAYED SAND (GLACIAL DEPOSITS) REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. PORTABLE TOILET NOTES: 1. PORTABLE TOILETS POSE AN ENVIRONMENTAL HAZARD WHEN PLACED IN THE VICINITY OF STORM DRAINS OR BODIES OF WATER. PORTABLE TOILET CLEANING ACTIVITIES CAN ALSO GENERATE POLLUTANTS THAT CAN DEGRADE WATER QUALITY. 2. PORTABLE TOILET PLACEMENT: 2.1. PLACE PORTABLE TOILETS ON FLAT STABLE GROUND WITH CLEAR ACCESS TO THE UNITS. 2.2. LOCATE TOILETS A MINIMUM OF 20 FEET FROM ANY WATER BODY AND 10 FEET FROM ANY CURB AND GUTTER. IF UNFEASIBLE, AN EARTHERN BERM OR SAND BAG BERM SHALL BE PLACED AROUND THE UNIT FOR SPILL AND LEAK CONTAINMENT. 2.3. AVOID PLACING TOILETS ON IMPERVIOUS SURFACES THAT WILL QUICKLY DRAIN TO STORM SEWERS. 2.4. LOCATE TOILETS SO THAT EXPOSURE TO TRAFFIC AND MOVING EQUIPMENT IS MINIMIZED. 2.5. SECURE TOILETS TO THE GROUND WITH STAKES OR CABLES. 2.6. RINSE WATER FROM CLEANING ACTIVITIES SHALL NOT BE DISPOSED ON SITE. 3. REGULARLY CHECK TOILETS FOR DAMAGE, LEAKS AND SPILLS AS PART OF THE WEEKLY STORMWATER SITE INSPECTION. 4. OWNER IDENTIFICATION AND CONTACT INFORMATION SHALL BE DISPLAYED IN A PROMINENT LOCATION ON EACH UNIT. me _R Do IIIIII�� _0 0) o a- m.g O U N O .� I�I N _ ,0 � � >R O O oz I Imo Z -. w --'TE 8MW E' z z 2 z w o c c ur =o CnW ' coz:O 11)20_ILL W :!::p� U time m o w �Q cp�� w_ z�>0 O S L0 3 C7 0 C�: w 'Fl- w o w Oz�oo O T w g� 2 U O Z w Z Z w Q LLi _ w 0 �2 0 K K K K c s N = _ N aaaaaa r 0 0 w w 0 0! 0 w 0 a o a a N c OI OI as 04 o �n of M 1 V 7- 0 Z Q W O~ 00 L.L.I Z CD O Z5 M Z I�Lr) z w (1) O _ . Q Q 1_LI 0 av PROJECT NO: 15139 DRAWN BY: KAB/SJH CHECKED BY: KAM STORM WATER POLLUTION PREVENTION PLAN �-- NATIONAL WETLANDS INVENTORY MAP 0500 WIT I IMFFM4EMFMr5 - HIGHWA Y NO. 212 MISSION HILLS SENIOR LIVING SITE PLAN NORTH ALUMINUM — GUARDRAIL POURED GONG. FOOTING CAP UNIT, ADHERE- W/ CONC. ADHESIVE MODULAR DRY -SET ROCK FACE CONCRETE RETAINING WALL n BLOCK UNITS, w COORDINATE z WALL HEIGHT W/ r GRADE z NOTE: SEE STRUCTURAL/CIVIL FOR RETAINING WALL REINFORCEMENT MQUIREMENTS RETAINING WALL DETAIL SCALE: 3/4" . V-0" a TF-III. I�II�"III I�III�II� 1 S I —III —I •. �. • .• III-1I —I11= ll�lllll . �I I A. -IIII a _ 2'-0' 0 BACKFILL 12" OF FREE -DRAINING AGGREGATE FILTER FABRIC DRAINAGE AGGREGATE 44 DRAIN PIPE e FABRIC SLEEVE BACKFILL UNDISTURBED EARTH 6" COMPACTED GRANULAR LEVELING PAD ALUMINUM FLAGPOLE W/ INTERNAL HALYARD �- STAINLESS STEEL FLASH COLLAR WATERPROOF COMPOUND 2" DEEP GRADE HARDWOOD WEDGES (4). REMOVE AFTER TAMPING SAND DRY SAND TIGHTLY TAMPED AFTER ALIGNING POLE FOUNDATION SLEEVE HOT DIP GALV. STL. BLACK ASPHALTUM PAINT ON POLE BELOW GRADE CONC. FOOTING STEEL CENTERING WEDGES (4) STEEL BASE PLATE STL. SUPPORT PLATE WELDED TO STL. GROUND SPIKE FLAGPOLE SASE SECTION SCALE: 3/4" • V-0" STREET NAMES 1. STREET 'A' HEADWATERS LANE STREET'B' HEADWATERS CURVE 2. STREET 'A' LAKE SUSAN OVERLOOK STREET'$' OVERLOOK CURVE 3. STREET 'A' INTERCHANGE OVERLOOK STREET'B' INTERCHANGE CURVE 4. STREET 'A' OVERLOOK BLVD STREET 'B' OVERLOOK CURVE 5. STREET 'A' HILLTOP DRIVE STREET 'B' HILLTOP CURVE I in GENERAL SITE PLAN NOTES I. SEARING, DIMENSIONS, AND EASEMENTS SHOWN HEREON ARE FOR REFERENCE ONLY. REFER TO PROJECT ALTA/ASCM LAND TITLE SURVEY FOR PROPERTY LEGAL DESCRIPTION AND VERIFICATION OF REFERENCED INFORMATION. 2. ALL AREAS NOT OTHERWISE NOTED SHALL BE LANDSCAPED. REFER TO LANDSCAPE PLAN FOR ADDITIONAL INFORMATION. 3. G.G. TO COORDINATE ALL DIMENSIONS WITH CIVIL DRAWINGS. NOTIFY ARCHITECT / ENGINEER OF ANY DISCREPANCIES. 4. PROTECT EXISTING CURBS AND SIDEWALKS (U.N.O.) SITE PLAN KE�rED NOTES' ® BITUMINOUS PAVING DRIVE WITH CONCRETE CURBS AND GUTTERS - SEE CIVIL ® CONCRETE SIDEWALK, 5'-0" WIDE © BITUMINOUS WALKING PATH, 5'-0" WIDE O CONCRETE PATIO O HANDICAPPED PARKING SIGN, SEE DETAIL 6B/AI.I O HANDICAPPED PARING SIGN - VAN ACCESSIBLE, SEE DETAIL 6A/AI.I 0 20'-0" HIGH LIGHT STANDARD ON CONCRETE BASE, REFER TO PHOTOMETRIC PLAN FOR ILLUMINATION LEVELS. OH 4'-0" HIGH LIGHT BOLLARD ON CONCRETE BASE, REFER TO PHOTOMETRIC PLAN FOR ADDITIONAL DETAILS. O MONUMENT SIGN - GROUND MOUNTED ILLUMINATION, SEE DETAILS I, 2 AND 3 ON SHEET AI.2 FOR MORE INFORMATION ODRY SET RETAINNG WALL - SEE CIVIL FOR TOP AND BOTTOM OF WALL ELEVATIONS. PROVIDE 3'-6" HIGH GUARDRAIL WHERE REQUIRED PER CODE. OK ANNUALS GARDEN LD MANICURED LAWN AREA FOR OUTDOOR ACTIVITY SPACE OM MEMORY CARE GARDEN FENCE ND FERENNIALS GARDEN O OUTDOOR FIREPIT P CONCRETE FILLED STEEL 6" 0 PIPE BOLLARDS W/ POLYETHYLENE COVERS, COORDINATE COLOR w/ OWNER 6 ARCHITECT ® FLAGPOLE AND GROUND LIGHT FOR AMERICAN FLAG ® POURED RESILIENT SPORT COURT SURFACE NOTE: SYMBOL SHALL BE PAINTED WHITE WITH BLUE BACKGROUND. ALL LNES ARE 2 3/4" WIDE. AREA TO BE PAINTED BLUE AREA TO BE PAINTED WHITE go INTERNATIONAL S`T'MBOL OF ACCESSIBILITY' SCALE: 1 1/2" • P-0" FILL TOP OF PIPE WHITE LETTERS W/ GONG, MIN. 6" BLUE BACKGROUND WHITE LETTERS N" vE"Ic�E 0NOTE R HUEEO 'JP TO$=FINE BLUE BACKGROUND FOR"VTl°N H CAP SIGN F RXIN6 REQUIRED AT EACH val H.C. ACCESSIBLE TOMrI 6"d STL. PIPE, ACCE$$18LE Im'' Ti 0 PRIME 4 PAINT PARKNG STALL. 6" DIA. STL. VAN ACCESSIBLE SIGN REQ'D ONLY a (oll DIA. STL. PIPE I!1" EXP. MATL. PIPE TYP. AT LABELED STALLS. TYP. AT EA. HNDGP. EA HNDCP. STALL (PAINT) 0 STALL (PAINT) 9 CONC. FLOOR in SLAB OR APRON 1/2" EXR MATERIAL 1/2" EXP. MATERIAL GRADE GRADE IA 2 v IS"o GONC. FTC. D FILL PIPE W/ SAND d1 �. 14" DIAMETER 14" DIAMETER e•.:' POURED CONC. POURED CONC. •: FOOTING, TYR. a FOOTING, TYP. 16' O 1 1_211 O I.-T. BOLLARD DETAIL i1 HANDICAP PARKING SIGNAGE .41SCALE: 3/4. I -0 SCALE: 3/4 - 1'-0" g 'o Q z�5a N � N W LL =ow u w J Q �0�� 0 <0 v�D _g =v O== a a a a a a 0 0 0 Li, P C P a 10 _D vLLJ \i LLB LLJ � 0 Cn W Z Z 0 Z Q 7- O = TZ y =v • SITE PLAN • SITE PLAN DETAILS PROJECT NO: 14-040 DRAWN BY: D.N. CHECKED BY: E.R. Al *1 v in PRECAST CONCRETE CAP METAL CAP FLASHING 10" 10" OVER RUBBERIZED ASPHALTIC FLASHING METAL CAP STRIP ATOP CMU WALL FLASHING OVER RUBBERIZED s BOND BEAM ASPHALTIC n = W/2-05 CONT ID" 10" FLASHING STRIP ATOP CMU WALL } DECORATIVE BRACKET LP SIDING TRIM LP SIDING BOARD PANELS, LP SIDING BOTH SIDES, OVER b" CMU BOARD PANELS, WALL CENTER BOTH SIDES { Ib" x lb" PIER MONUMENT SIGNAGE BLACK METAL LETTING v Q, W/4- �4 VERT _ LP SIDING TRIM ' b" CMU W/05 2 32" OC VERT PRECAST CONCRETE CAP GRADE BOND BEAM W/1-05 CONT 12" ROCK FACE CMU BASE (COLOR: PARCHMENT) 12" CMU W/05 2 32" OC VERT 45 a 32" OC DOWELS W/ STANDARD HOOK 2 O 4'-0"xi'-0" CONT FOOTING nr W/05 2 12"OC BOTTOM BARS EW FOR SMALLER MONUM. SIGN. CENTER CMU PIERS ON FOOTING a "XI'-0" CONT FOOTING W/05 2 121, OC BOTTOM BARS EW FOR LARGER MONUM. SIGN. CENTER CMU PIERS ON TING MONUMENT SIGN SECTIONS SCALE 3/4" = 1'-0" 2x12 TREATED WOOD JOISTS W/ TAPERED ENDS 2'46" 1'-6" 4'-0" I � 0 CURVED STEEL TUBES CONC. CAP 0 ALUMNUM TRELLIS O FOLLOWS CURVE e CEMENT BOARD — SHEATHING 9 CEMENT a, 0 BOARD TRIM PRECAST CONC. CAP ALUMINUM GUARDRAIL „ SEE LANDSCAPE PLAN { ' f FOR PLANTING A,s INFORMATION b" POURED CONC. SLAB ON GRADE j L MEMORI' CARE PATIO FENCE COLUMNS SCALE' 1/2" = 11_011 v 2'_b" v ENLARGED MONUMENT 5IGN PLAN SCALE: 1/2" = 1'-011 L1l II¢H I GV WC v f mml� BEHIND FINISHED SIDING BETWEEN CMU AND FINISHED SIDING, TYP. 25'-2" ANGLED MIISSION HILL SENIOR LIVING MONUMENT SIGN ELE VAT I ON5 SCALE: 1/2" V-0" 3"x "x7"W/(2)}"DIATHRU BOLTS 2x12 TREATED WOOD JOISTS W/ TAPERED ENDS ti CURVED STEEL TUBES b" x J" x 2'-2" PL 1 W/ (2) -1/2" DIA THREADED RODS EMBED 3" W/ ADHESIVE PRECAST CONC. CAP METAL CAP FLASHING OVER RUBBERIZED ASPHALTIC FLASHING STRIP ATOP CMU WALL 2x TREATED WOOD BLOCKING 8" CMU W/8- 05 VERTICAL W/03 TIES 2 8" O.C., LAP 45" CEMENT BOARD SHEATHING Q -1 CEMENT BOARD TRIM PRECAST CONC. CAP 4" SMOOTH CMU COURSE, STAGG I(2"x24" JUMBO SPLIT FACE CMU, STAGGERED 8" CMU W/8- 05 VERTICAL W/03 TIES 2 8" O.C. GROUT PIER SOLID PROVIDE 05 HOOKED DOWELS AT VERTICALS, LAP 45" 6'-0" X CONT. FOOTING, W' THICK W/ 05 2 8" O.C. EW BOTTOM BRACKETS TO MATCH STYLE ON MAN BUILDING MONUMENT SIC44AGE 22 SQUARE FEET MONUMENT ARCHITECTURAL ELEMENTS MATERIAL TO MATCH _BUILDING SIDING IN QUALITY AND COLOR PRECAST CONCRETE CAP BELOW CNN FOUNDATION �— AND POURED — CONCRETE FOOTING BELOW MEMORY' CARE PATIO FENCE AND COLUMN ELEVATIONS :ATED WOOD ll/ TAPERED > STL. TUBES. RUCTURAL. 3T SAP CONNECTIONS DISHED 4'X8' IM LATTICE :EMENT SHEATHNG XMENT TRIM 3T CAP SPLIT FACE )JRSE NTH FACE )JRSE JM POST i, RAIL 3T SAP CONNECTIONS 11SHED IM LATTICE %EMENT SHEATHING ZMENT TRIM 3T CAP SPLIT FACE )JRSE DTH FACE )IRSE .IM POST am RAIL �Q Q� =p�w� Q��JQ s _o>' w �z zw ooQo gD -g mw0! w =N�== w Q 0 a QDQ �0 QaQa< a 0 w N w 0 a a 0 c m 0 Z0 L) 1 O W �4 O W Lli c J ~ . A W o O Z SZ Z co` Z W O Q � r O Q _ � Z C =v • MONUMENT SIGN DETAILS • PATIO GARDEN FENCE DETAILS DRAWN Y: D.N. 14-040 DRAWN BY: D.N. CHECKED BY: E.R. Al *2 SCALE: 1/211 = 1'-011 ,Q%000w�� 1" i1SSION MILLS SENIOR LIVING 51TE PLAN PLANTING SPEGIFIGATIONS: I . PLANTING BED PREPARATION: ALL MASS PLANTING BEDS SHALL BE TILLED TO A MINIMUM DEPTH OF 10". AMENDMENTS SHALL BE APPLIED AFTER CULTIVATION. 2. BACKFILL SOIL: USE SOIL EXCAVATED FROM PLANTING HOLES AND PROVIDE AMENDMENTS. REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER. 3. FERTILIZATION: ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL OR OTHER SPECIFIED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS, UNLESS NOTED OTHERWISE. 4. MULCH MATERIAL: ALL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITH NO FIBER MAT WEED BARRIER. ALL EVER31REEN AND DECIDUOUS TREES TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. 5. TREE STAKING: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO STAKE AND/OR GUY THE TREES ACCORDING TO THE DETAILS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE EVERY STEP NECESSARY TO MAINTAIN THE TREES AND SHRUBS IN AN UPRIGHT AND PLUMB CCNDITION AT ALL TIMES UNTIL THE END OF THE PLANT GUARANTEE PERIOD ESPECIALLY WHERE VANDALISM, SOIL OR WIND CONDITIONS ARE A PROBLEM. 6. TREE WRAPPING: WRAPPING MATERIAL SHALL BE QUALITY, HEAVY WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-I. 7. RODENT PROTECTION: PROVIDE ON ALL TREES, EXCEPT SPRUCE UNLESS OTHERWISE SPECIFIED. 8. PLANTING PLAN: ALL PROPOSED PLANTS SHALL BE LOCATED CAREFULLY AS SHgLN ON THE PLANS. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. RESPECT STATED DIMENSIONS. DO NOT SCALE DRAWINGS. 9. ALL PLANT MATERIAL SHALL BE THOROUGHLY WATERED TWICE DURING THE FIRST 24-HOUR PERIOD AFTER INSTALLATION. ALL PLANTING SHALL BE THEN WATERED WEEKLY, OR MORE IF NECESSARY, DURING THE FIRST GROWING SEASON. PLANTING NOTES: 1. NO PLANTING TO BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 2. ALL PLANT MATERIAL LOCATIONS MUST BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ANY AND ALL DIGGING. 3. IF THE LANDSCAPE CONTRACTOR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS, OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT MATERIAL ESTABLISHMENT, SURVIVAL, OR GUARANTEE, THEY SHALL BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALL. 4. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. 5. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. 6. ONE SHRUB PER TYPE AND SIZE IN EACH PLANTING BED AND EVERY TREE SHALL BE CLEARLY IDENTIFIED (COMMON OR LATIN NOMENCLATURE) WITH A PLASTIC TAG WHICH SHALL NOT BE REMOVED PRIOR TO OWNER ACCEPTANCE. 7. WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/ SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURS, ETC. 8. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3 1 OR IN DRAINAGE SCALE$, THE SOD SHALL BE STAKED TO THE GROUND. 'B. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. 10. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO THE OWNER. LANDSGAPE PLAN GENERAL NOTES: I . LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING GOPHER STATE ONE (651) 454-OM PRIOR TO STAKING PLANT LOCATIONS. 2. COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATIONS WITH OTHER CONTRACTORS WORKING ON SITE. 3. WHERE EXISTING TREES AND/OR SIGNIFICANT SHRUB MASSINGS ARE FOUND ON SITE, WHETHER SHOWN ON THE DRAWING OR NOT, THEY SHALL BE PROTECTED AND SAVED UNLESS NOTED TO BE REMOVED AND/OR ARE IN AN AREA TO BE GRADED. ANY QUESTION REGARDING WHETHER PLANT MATERIAL SHOULD REMAIN OR NOT SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL. 4. ALL EXISTING TREES TO REMAIN TO BE FERTILIZED AND PRIMED TO REMOVE DEAD WOOD AND DAMAGED OR RUBBING BRANCHES. 5. BB TREES AND SHRUBS ARE BALLED AND BURLAPED. 6. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. 7. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN, 8. CONTRACTOR IS RESPONSIBLE FOR ON -GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. S. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. 10. WARRANTY FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. 11. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH TWO CALENDAR YEARS FROM THE DATE OF OWNER ACCEPTANCE WITH ALL REPLACEMENTS TO BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. LANDSCAPER TO POST BOND. 12. PROVIDE PARK GRADE TREES. 13. ALL AREAS WITHIN PROJECT LIMITS SHALL BE LANDSCAPED WHETHER OR NOT NOTED ON LANDSCAPE PLAN. 14. A LANDSCAPING INSPECTION FEE SHALL BE PAID TO THE CITY AT THE TIME A BUILDING OR OTHER PERMIT 15 ISSUED FOR WORK TO BE DONE ON THE SAME PROPERTY AS THE LANDSCAPING WORK, AND AS A CONDITION TO THE ISSUANCE OF THE PERMIT. 15. THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED. IRRIGATION NOTES: I . LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SHOP DRAWING ILLUSTRATING AN IRRIGATION PLAN AND SPECIFICATION AS PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE REVIEWED BY THE OWNER PRIOR TO ORDERING. 2. VERIFY EXISTING/PROPOSED IRRIGATION SYSTEM LOCATION. 3. UNLESS OTHERWISE NOTED, ALL SOD AND PLANTING AREAS INDICATED ON PLAN SHALL BE 100%%% IRRIGATED. THE IRRIGATION SHALL INCLUDE THE PUBLIC RIGHT-OF-WAY BETWEEN PROPERTY LINE AND BACK OF CURB WHERE NEW LANDSCAPE IMPROVEMENTS ARE PROPOSED. 4, IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL SOD AND PROPOSED LANDSCAPE PLANTINGS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. 5. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING/LAWN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. PLAN 16 QUANTITY SYMBOL PFG -CoDE PLANT SCHEDULE DECIDUOUS TREES CODE SYM. QTY. SIZE ROOT MATURE SIZE COMMON NAME LATIN NAME REMARKS A511 0 26 2.5' CAL. BIB 50' H x 25' W Autum Spire Maple Acer Rul" 'Autumn Spire' STRAIGHT LEADER CH O 10 2.5" CAL. BIB 40' H x 35' W Common Hackberry Celtis Occidartalls STRAIGHT LEADER RB ® 52 2.5' CAL. BIB 45' H x 35' W River Birch Betula Lents STRAIGHT LEADER SWO ® 10 2.5' CAL. BIB 50' H x 40' W Swamp White Oak Gras Bicolor STRAIGHT LEADER CONIFEROUS TREES CODE SYM. QTY. SIZE ROOT I MATURE SIZE COMMON NAME LATIN NAME REMARKS BHS O 38 6' HT. BIB 35' H x 20' W Black Hills Spruce Picea Giauca Dsmsata STRAIGHT LEADER PP 18 V HT. BIB I 75' H x 25' W Ponderosa Pine Pins Pacierosa STRAIGHT LEADER ORNAMENTAL TREES CODE SYM. QTY. SIZE ROOT MATUFa'E SIZE COMhION NAME LATIN NAME REMARKS AB 0 12 1,5" CAL. BIB 3F H x 20' W Autum Brlllance Amelanchler Grandiflora STRAIGHT LEADER FFC (D 16 1.5" CAL. BIB 20' H x 20' W Prairleflre Flowering Crab Malus 'Pralriefire' STRAIGHT LEADER DECIDUOUS SHRUBS CODE SYM. QTY. SIZE ROOT SIZE COMMON NAME LATIN NAME REMAIOG GBC 44 24' HT POT 5' H x 5' W Gloss Black Chokebn Aronla Melanocarpa HS 26 24' HT POT 3' H x 4' W Hunm bird Summersweet Clethra Alnifolla 'Hummingbird' - GD Q 158 36" HT POT V H x 6' W Graq Dogwood Corms Racemosa - GBB ® 18 36" H7 POT 5' H x 5' W Compact Burning Bush Euonymus Alatus 'Compactus' - RSW (9 38 18" HT POT 2.5' H x 4' W Red Spite Untgbwg Ilex Verticlllata 'Nana' GS ® 18 IS" HT POT 2.5' H x 4' W Goldf lame Spirea Spiraea X BumbaIda 'Goldflame' - FPL 0 6 18" HT POT 3' H x 3' W Prairie Petite Lilac Syrlriga Vulgarie 'Prairie Petite' - AC ® 18 18" HT POT 4' H x 4' W Alpine Currant R lom Alpimm EVERGREEN SHRUBS CODE SYM. QTY. SIZE ROOT SIZE COMMON NAME LATIN NAME REMARKS TA 1& 188 24' HT POT 2' H x 4' W TerJriy Arborvitae Iva Occidentalls "I'", - BSJ Q 102 24- HT POT 2.5' H x 4' W Blues Star Juniper Jinipenu Squamata 'Blue Star' - NJ O 0 24' HT POT F H x 4' W Wuqhss Juniper Jinipem Horizontalis 'Hughes' - JSY ® 70 24' HT POT 2' H x V W Ja anese Spreading Yew Taxus Cuspidate PERENNIALS CODE SYM. I QTY, I SIZE I ROOT SIZE I COMMON NAME LATIN NAME REMARKS KF ® 1 370 1 1 GAL POT 2' N x T W Feather Reed Grass Calamagrostis X Aoutlflora 'Karl Foerster' YD 154 1 1 GAL POT 2' H x VW Yellow Da Illy Hemerocallis GROUND COVER SYMBOL DESCRIPTION REMAW6 RAWxARDEN SEE NOTE 83 : NO -MOW PRAIRIE GRASSES SEE NOTE 44 SOD AREA SEE NOTE $1 - BUFF LANDSCAPE ROCK SEE NOTE $2 a` CONCRETE SIDEWALKS BITUMINOUS WALKIMYS CONCRETE PATIOS POURED RESILIENT SPORT COURT SURFACE REMARKS 1. ALL SODDED AREAS TO BE IRRIGATED (IRRIGATION PLAN SHALL BE SUBMITTED TO OWNER AND ARCHITECT FOR REVIEW) 2. BUFF 3" ROCK MULCH OVER LANDSCAPE FABRIC (18" MIN. WIDTH AROUND BUILDING). PROVIDE BLACK PLASTIC EDGING BETWEEN ROCK I SOD (TYP.) ROCK MULCH SPEC. "RIVER ROCK" 3. SEE 'RAIN GARDEN PLANTING PROFILE' CHART BELOW FOR THE RAIN GARDEN SEED AND PLANT MIX. 4. SEE 'SHORT GRASS PRAIRIE SEED MIX' CHART BELOW FOR THE 'NO -MOW' PRAIRIE GRASSES SEED MIX. PLAN I6 QUANTITY SYMBOL PPG - CODE SEED MIXTURES RAIN GARDEN PLANTING PROFILE A. I RAIN GARDEN EDGES AND SLOPES M NAME SCIENTIFIC NAME 1 BUTTERFLY FLOUTER ASCLEPIAS TUBEROSA 2 PURPLE PRAIRIE CLOVER DALEA PURPUREUM 3 FEATHER REED GRASS CALAMOGROSTIS 'KARL POERSTER' 4 PURPLE CONEFLOWER ECHINACEA PURPUREA 5 SLACK -EYED SUSAN RJ05ECKIA FULGIDA 'GOLOSTRUM' 6 OBEDIENT PLANT PI-IYSOSTEGIA VIRGINIANUM B. RAIN GARDEN BOTTOMS e NAME SCIENTIFIC NAME i JOE-PYE WEE EUPATORIUM MACULATUM 2 CARDINAL FLOWER LOBELIA CARDINALIS 3 PINK TURTLEPEAD CHELONE SPP. 4 VIRGINIA BLUEBELLS MERTEN51A VIRGINIANA 5 614:TCHGRASS 'HEAVY METAL' PANICUM VIRGATUM 'HEAVY METAL' C. I NOTES NONE. NO -MOW PRAIRIE GRASSES SEED PROFILE A. FORKS (25%) S NAME PERCENT BUTTERFLY WEED 1 2.50% SKY BLUE ASTER 2 1.00% WHITE WILD INDIGO 3 3,00% PALE PURPLE CONEFLOWER 4 6.50% RATTLESNAKE MASTER 5 2.50% WILD QUININE 6 2.50% FOXGLOVE BEARDTONGUE 7 1.00% WHITE PRAIRIE CLOVER 8 1.2596 PURPLE PRAIRIE CLOVER 9 2.50% BLACK-EYED SUSAN 10 1.25% HOARY VERVAIN II B. I GRASSES (7596) ! NAME PERCENT I LITTLE BLUESTEM 31.25% 2 SIDEOATS GRAMA 30.00% 3 PRAIRIE BROME 8.7591. C. NOTES 1. FINAL MIX MAY VARY DEPENDING ON SEED AVAILABILITY. FINAL MIX, INCLUDING COVER CROP AND INERT SEED CARRIER IS TO BE DETERMINED BY A PRAIRIE SEED SPECIALIST AND APPROVED BY THE ENGINEER. 'z ctH U W ET lu W Wz �4 w A W a � M Q Lr) w 0 U z a 0 w Vo Y Z Z w N �v Q Z wZ cn CI M W N vi 'o m V O 0 ° 0, � Q 10 0U 01 wz0�0,,� zQ 04 �; � 0 cn 0 0w00,� �Do=X O �t<nmo w moo r 0 01 OP a 0 a a a a a a w a a a D N c0u 10 a ' M Z 0 z O IN oq FA z C) ZL) 0-4 W z z a O � Cn LU LU L F_ (n • LANDSCAPE PLAN • INSTALLATION DETAILS • PLANT SCHEDULE PROJECT N DRAWN BY:: D.N. D.N. CHECKED BY: E.R. Ak Al *3 SI4RUS 15" MIN. 111111=1.. I __ _!11111=111111 NOTES: THE HOLE FOR PLANTING MUST BE AT LEAST ONE AND A HALF TIMES THE WIDTH OF THE ROOT BALL ALL SHRUBS TO BE PLANTED WITH THE ROOT COLLAR LEVEL OR SLIGHTLY ABOVE GRADE. Z v CONIFEROUS TREE NOTES: THE HOLE FOR PLANTING MUST BE AT LEAST ONE AND A HALF TIMES THE WIDTH OF THE ROOT BALL ALL TREES TO BE PLANTED WITH THE ROOT COLLAR LEVEL OR SLIGHTLY ABOVE GRADE. NOTES: THE HOLE FOR PLANTING MUST BE AT LEAST ONE AND A HALF TIMES THE WIDTH OF THE ROOT BALL ALL TIMES TO BE PLANTED WITH THE ROOT COLLAR LEVEL OR SLIGHTLY ABOVE GRADE. SHRUBS TO SIT ON SUBGRADE MULCH - 3" DEEP SHREDDED BARK (UNLESS NOTED OTHERWISE) LANDSCAPE FABRI C - SEE SPEC. PLANTING SOIL - SEE SPEC. REFER TO PLAN FOR GROUND COVER SUBGRADE CENTERING OF SHRUB IN BED TO TAKE PRECEDENCE OVER DIMENSION FROM EDGE. NOTES: HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL (TYP.) SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING PLACE ROOT COLLAR AT OR JUST ABOVE FINISHED GRADE DOUBLE STRAND 14 GA. WIRE - 3' a 120' INTERVALS (TYP.) 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) 8'-O" STEEL STAKE FLAGGING - ONE PER WIRE ROOTBALL TO SIT ON SUBGRADE MULCH - 4" DEEP SHREDDED BARK (UNLESS NOTED OTHERWISE) PLANTING SOIL - SEE SPEC. -TOPSOIL 2" X 2" X 24" WOOD STAKE SET AT ANGLE SOD NOTES: TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED. IT IS THE CONTRACTOR'S OPTION TO STAKE TREES: HOWEVER THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. SCARIFY BOTTOM AND SIDES Or HOLE PRIOR TO PLANTING. PLACE ROOT COLLAR AT OR JUST ABOVE FINISHED GRADE DECIDUOUS TREE DOUBLE STRAND 14 GA. WIRE - 3' a 120• INTERVALS (TYP-) I&" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) TREE WRAP TO FIRST BRANCH FLAGGING - ONE PER WIRE ROOTBALL TO SIT ON SUBGRADE MULCH - 4" DEEP SHREDDED BARK (UNLESS NOTED OTHERWISE) PLANTING SOIL - SEE SPEC. TOPSOIL SUBGRADE 2" X 2" X 24" WOOD STAKE SET AT ANGLE SOD NOTES: TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED IT IS THE CONTRACTOR'S OPTION TO STAKE TREES: HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING PLACE ROOT COLLAR AT OR JUST ABOVE FINISHED GRADE e , m i W W W W W W W W W W W W W W W W W W W s Uavc 7Ll-8/ oeW P L TCWN�-IOM TYPICAL VILLA LANDSCAPE PLAN ICA Lk E SCALE: 1/8" • 1'-0" NORTH V, ti v- 1✓ v- BITUMINOUS WALKING PATH PRAIRIE GRASSES - SEE LANDSCAPE SCHEDULES ON LI J FOR PLANTING TYPES SMN OVEWOW ELEVATION SMN TREATMENT ELEVATION SEE CIVIL TOPOGRAPHY FOR SLOPES _•_. OD RAIN GARDEN PLUGS . _. r......t>V.cs.,Ya-r.�.a'!.,'-".('`�>'. bov + + { 4 + i + + + i + 4 i + �]!!{!. a, ref;"+#+#+{+1+4+hFi+k+i+h 4 + + + + + + + + + + + \ :'+a':.: '.a« -a. :S]i':!aia:.::,?_'4. •'u <-'-ix: �y':>i:.)ai`ii:ii `ti .:.:.Sri:' -^'•„_a::] �a.:':ir::na;a•..'i'r.::Tea.'aK.J ^>"..ir�VG:.:.,>i'.:i'_' + + + + i # \ \ \ \ \ \ \ \ \ \\\\YYzXYY\\\\\\\\\\\\\\\\\\\\ \\ \ ! f + + + + + + ♦ '>.ry _.y:..... *: ..\a^.. .� >. w.>v_x >^n wt. h ^.:al ,ta YZ ..v, { + 4 ♦ i i F \ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ / / » + + + + + + + + + i / / / + + + + + + + + + +++ + h 4 4 + + +I�N + } + + + + + o+ + h ♦ } + } + + + + + +,+ + + + + + + + + + + 4 \ \/\/\/\ + + + + + + + + + + + + + + + + + + ++++++`+�+(J#+}+4+++}+}+4}4+#; 4; h+4++'+++++++;++++++hi++' + /\ \/\ + + + F F F + + + + + 4 4 + + { + �\ �\ SOIL TYPE A\��\\ j/\\//\\//\\\\\\\\\\\\\\//\\\\\\/\\\\//\\\\TRATION MIX: SOIL A - b° of 50-6� SAND ASTM - G33 \ \\\ \�j\\j/\\//\\//\\/%\%\\%\\%\\%\\/%\/%\//\\//\\// / /\\%\\//\\/%\%\\//%\//\\//\\/%\//\\%\\%\\%\\//\\/ TOP SOIL 20-30% TOPSOIL \\ \%j\%j\%j\%j\%/\\%j� j\\%/\�/\\%j\%j\%j\\% \ j\� j\�/ j\� j / \\� j SOIL a Is" OF SAND \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ /\\/\\/\\/\\/ / / SOIL TYPE B IS INCHES OF SAND, ASTM - C33 NOTE: NOTE: SOIL C - UNCOMPACTED SUBGRADE COORDINATE RAIN GARDEN FOR RAIN GARDEN SEED SOIL TYPE C CONSTRUCTION DETAILS WITH MIXTURE SEE TABLES ON UNCOMPACTED SUBGRADE CIVIL DRAWING 2/C2.0. LANDSCAPE SHEET LI.I. MN/DOTMN7 3FT PE IF(ABRIC ENLARGED &ECTION OF TYPICAL RAIN GARDEN LAYOUT AND CONSTRUCTION ENLARGED LANDSCAPE PLAN AT MEMORY CARE GARDEN AND DINING ROOM FORMAL GARDENS 1 SCALE: 1/8" " 1'-0" _ PUBLIC DINING ROOM PATIO Q��JQ �0:� Z ww 0o40 gD ww0�w oCN a w C • PLANTING PROFILES • RAIN GARDEN DIAGRAM • ENLARGED PLANTING BED PLANS PROJECT NO: 14-040 P4 DRAWN BY: D.N. CHECKED BY: E.R. VINYL WINDOW5 CANOPY ROOF ARCHITECTURAL SHINGLES AT i:12 ROOF PITCH TIMBER SCISSOR TRU55E5 CANOPY MASONRY CANOPY COLUMN WITH L16H74N6 CANOPY ROOF ARCHITECTURAL SHINGLES AT -7:12 ROOF PITCH WE5T ELEVATION 1/16, = 1'-0" ) 5OUTH kNE5T ELEVATION HORIZONTAL SIDING AND EDGE BOARDS AT BUMP OUTS MID -POINT OF SLOPE n 153' - 6" ROOF BEARING n 145, -- O" V =OURTH FLOOR OdL 154, - O" V THIRD FLOOR n 125, - O" \_1 ZCOND FLOOR OL 112 - 0- O" v FIRST FLOOR n 100, - O" V BA5EMENIT n MID -POINT OF _ SLOPE 153, - 6" V ROOF BEARIN_O A--� 145 - 0" FOURTH FLOOR 134' - 0" V THIRD FLOOR � 123' - O" V 5EGOND FLOOR 112- 0" FIRST FLOOR 100' - O" V BASEMENT 89' - O" �1 R Lo Lo 'o z �O w ~ V O w Z Z 2 V cn iachp Z��pU az O O� w a C7aa Z �' 01 OW �� ac�cn Oa ow00,a Lo $Z)o=X O �cn m fl. Lu w Q LLJ () Lu O ZZ 0 in= in Z r 0 Q � V O = � Z Q = V EXTERIOR ELEVATIONS PROJECT NO:14-040 DRAWN BY: rvn CHECKED BY: ER A3*0 I HORIZONT ABOVE Bt FLAT PAN AND ED61 BOARDS 5OU7H ELEVATION 1/16" = 1'-0" SOUTH EAST ELEVATION 1/16" = 1'-0" EA5T ELEVA 1/16" = 1'-0" ".2 1 CJKtrKCJNI tN I KT DOORS aaa. _ n^ 1 I6HTIN6 AT IT BRAGKETS MID -POINT OF SLOPE ROOF BEARING � 143' -- O" FOURTH FLOOR _ THIRD FLOOR 123' -- O" SECOND FLOOR 112' -- O" FIR5T FLOOR 100' - O" �1 BA5EMENT 89' - O" �7 HORIZONTAL SIDING AND EDGE BOARDS AT BUMP OUTS ?-POINT OF SLOP. E F BEARIN 143' - O" :TH FLOOR 134' - O" LI RD FLOOR �. 123' - O" V ND FLOOR n 112' - O" :5T FLO.O-R 100' - O" �1 BA5EMENT 89' - O„ V HORIZONTAL SIDING AND EDGE BOARDS AT BUMP OUTS MID -POINT OF SLOPE ROOF BEARING 143' - O" V FOURTH FLOOR n 134' - O" �1 THIRD FLOOR 123' - O" V SEGOND FLOOR 112' - Off' 1 FIRST FLOOR 100' - O" �I BASEMENT — _ 89' - O" V Q Lo O 'n w w O a O z z_ ::EP1m0 "o Z %0'o O 0co0% z ~P �a� N o 0 �5a:f c§ o+`n a 0a o� w Z) = X 't(nma� tp `j N EXTERIOR ELEVATIONS z �F m I— V) w w Q w ~ C 0 � Z Z_ 0 n Z Z w Q N � Q O = � Z = V PROJECT NO: I4-040 DRAWN BY: JA CHECKED BY: ER All T PA A -. IF HORIZONTAL SIDING ABOVE BORDER TRIM FLAT PANELSIDING AND EDGE BOARDS HANGING DEGK5 AND RAILINGS -- I/ If9-- = I _CJ HORIZONTAL SID ABOVE BORDER FLAT PANEL AND EDGE__ BOARDS — 2 NORTH ELEVATION 3• 1/161, = 1'-01, ,7777FF""-` 7 I T— t _ FOURTH FLOOR 134' �f /PRr,`3 I THIRD FLOOR O� 5>=GOND FLOOR n Li 112' - 0', V FIRS FLOOR 1000 ,_ V _G AT MASONR" GAtiGPY EX DOG45 GOLUMN WITH LI6HTEN& BA5EMENT _ GRNOF'Y ROOD RGHITE6_R)RAL SHINOLE5 - 47 - 12 ROO= PITCH MID -POINT OF SLOPE &� 153, - 6" ROOF BEARING n 143' - O" _FOURTH FLOOR THIRD FLOOR 123 - O' 5EGOND FLOOR__ 112' - F V FIRST FLOOR 100' - 0" �1 BA5EMENT n w Z W� a w A W a M Lo Lo O Z Le w O a O w Q z_ = N iaM0 0 O°'O'Z w� 'o O (~J �w wOZ0'a'�In '30J��a1N Ow Ow0aa vn w 2 = X OO wI Lu w Q H LLJ O Lu Z Z � Z 0 00= (-) Z L AO ZQ cw v i V ! _ O Q = 5 � Z =v EXTERIOR ELEVATIONS PROJECT NO:14-040 DRAWN BY: ' ^ CHECKED BY: ER A3*2 U z 1 15N OF SITE FROM THE MAIN ENTRY DRIVE MAIN BUILDING ,SERIAL FROM SOUTHYNEST VIEY� OF SITE HIGHYNAY 101 JUST PAST SOUND YELL VIDN OF SITE FROM THE GORNER OF BhTH STREET Y�EST ANID H IGHY�A1' 101 I w W 0 N O U) Lu 0 GV 0 Lu W z z iO4 10 Z `o O F- 10 C7 0 O z U 04 ~O� D 2 cn m a C w D N N M (M 10 10 ol 16 ol a Ln ol 0 d � w = w� � o z z �z LIJ 0 co� oz Q� Q �z Q =v CAMPUS VIEWS PROJECT NO: 14-040 DRAWN BY: AJA CHECKED BY: ER All 0 FA AERIAL VIEYV FROM kNEST MAIN BUILDING ENTRY VESTIBULE AND DRIVE UNDER C.,ANOFY AERIAL VIEY� FROM NORTHEAST VIEYN OF MAIN MONUMENT SIGN ALONG HIOHYVAY 101 w z w A w a (M O Q z W ~ ~ V O w Y Q Z Z_ � Q cn iO4M0 ON a O (D, Z 0 w N 0p°� O p 0� caw p '3aZ 1 �acrL Oa Ow0Q.� vw O ou 't D = X N m 0- w cn = wQ wo Nw z �z z 0 co� oz Q� Q Z CAMPUS VIEWS PROJECT NO: 14-040 DRAWN BY: AJA � CHECKED BY: ER J ' All 1 3D VIEW FROM THE CURB IN FRONT OF A TWINHOME VILLA RESIDENCE O MAIN ROOT ARCH SHINGLES AT 6 : 12 ROOF PI TCu f't ID..ROGF PITCH EIL. 113 - 2" FRONT ELEVATION LIVING SPACE IS 0" o 0 TWINHOME VILLA WIDTH 60'-0" GARAGE SINGLE UNIT 12'-0" ,-- DECORA 0 MAIN ROOF ARCH.5HINGLES 7 BOARD AND AT 6=12 ROOF PITCH! BATTEN, PAINTED GABLE ROOF ENDS _.., 81JMP CUTS AT 6:12 ROOF PITCH j ARCH SHINGLES rh MID ROOF PITCH, AT 4:12. ROOF PITCH EL. 113'- 2" —DECORATIVE MID ROG'F LINE 50FFiT BRACKETS EL 11 - 2` HORIZONTAL HORIZONTAL -- -51D SAND EDGE 5VING AN 'EDGE BOARDS, PAINT BOARDS, -PAINT ROCKFACE BASE . BASE AN L$ AND PRECAST SILPRECAST AND SILLS FT c,,L SIDE ELEVATION TWINHOME LIVING SPACE _. 46'-0" 3D VIEW FROM FROM THE AIR BEHIND A TWINHOME VILLA RESIDENCE WIDTH 56-0" GARAGE 12'-0" GARAGE ROOF —ARCH S44INGLE5 AT.( :12 ROOF PITCH IBOARD AND "—BATTEN, PAINTED MID ROOF 112PITCH EL. ROOF LINE EL. 108'- 0" TAPERED COLUMN REAR ELEVATION SINGLE UNIT 0 o c TWINHOME VILLA WIDTH 60-0" U z WU F x w z w A W R. Q M Q N meQ ~ z W ~ CL O O w Q Z v N ::E 04 M O � ZPp�Z 04w � 'o C7 w LIE u cQ o' � a w0o ' o"N 0 04 =) 9 O d-cnma� M W Y) w wQ Z �O LLJ z F Z 0 �� Q U-) V I 0 _ � Z = V TWINHOME VILLA VIEWS AND ELEVATIONS PROJECT NO: 14-040 DRAWN BY: IJ CHECKED BY: ERR A3420 U Z 0-0 r~ TWINHOME DESIGN OPTION #1 as qk F, TWINHOME DESIGN OPTION #2 No 0 z 4 b 0 TWINHOME DESIGN OPTION LOCATIONS El Cos 00 cyl pi w o Z Z �0'0 v ZQ`UZ R6.p::E LL a (D � Q` Z U U a04 o�0a0, a D 't N = X m d 4 M W m V) J w wQ LLJ N O Z � z Z 0 0� Q Lu vv)) �./ cO Q = 5 Z = V TWINHOME VILLA DESIGN OPTIONS PROJECT NO:14-040 DRAWN BY: ER / CHECKED BY: ea TWINHOME DESIGN OPTION #3 TWINHOME DESIGN OPTION #4 1 A3*21 1. Standard Reflectance of 80/50/20 unless noted otherwise 2. Not a Construction Document, for Design purposes only 3. Standard indoor calc points @ 30" A.F.F. unless noted otherwise 4. 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N.A. Lum a rni ii a Schedule Symbol QtY Label Description Lu_m. Lumens Lum. Watts LLF 25 AA _ _Arrangement SPB-ANG-GLA-I2LED-BW SINGLE 719 14.8 0.900 10 BB TRP-30L4K-035-4 SINGLE 3867 33.1 0.900 L+ 2 ! 1361 TRP-30L4K-070-4 SINGLE 6671 68 0.900 1 4 CC VP-S-24NB-55-4K-T4 SINGLE 6110 55.8 0.900 1 DID EE 5 FF VP_S_24NB_55.4K_T3 VP-L-64NB-1S6- KTT4 ---SINGLE SINGLE 5554 fi 15336 _ 55 _ 137 1 01 900 0.900 0.900 U M W � I Q z E p U) -0 W- 0000 0 Q ' L_ mW_ LL (p CO CCYL� o< M ' M N 0�TWNO cU Q M F- W rn L 3 c O U) W Q G r vt W N U Q0 J H r c� C U C Revisions W 75 O O W M 5z C/^' L V / 7 J W 2 U) zQ O= Un z a U Page M of 1 I- V • -7 September 12, 2016 CITY OF CHANHASSEN 7700 Market Boulevard Ruth Shvken PO Box 147 1341 Lake Drive West Chanhassen, MN 55317 B 205 Chanhassen, MN 55317 Administration Dear Ms. Slivken, Phone:952.2271100 Fax: 952.227.1110 I have attempted to contact you via phone and e-mail on several occasions but have Building Inspections not been successful. I have attached copies of the a -mails that I have sent to you in Phone: 952.227.1180 the past. Fax: 952.227.1190 Engineering Please contact me at 952-227-1134 to discuss the completion of the Powers Ridge Phone:952.227.1160 development. Fax: 952.227.1170 Sincerely, Finance Phone:952.227.1140 Fax: 952.227.1110 Part 6 Recreation Sharmeen Al-Jaff, Phone:952.227.1120 Senior Planner Fax:952.2271110 Attachments Recreation Center 2310 Couller Boulevard Phone: 952.227.1400 Fax:952,227.1404 Planning & Natural Resources Phone:952.227.1130 Fax: 952227.1110 Public Works 7901 Park Place Phone: 952227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Website www.ci.chanhassen.mn.us Chanhassen is a Community tar Life - Providing for Today and Planning for Tomorrow E AI-Jaff, Sharmeen From: AI-Jaff, Sharmeen Sent: Monday, September 12, 2016 1:20 PM To: 'ruthslivken@gmail.com' Cc: Aanenson, Kate Subject: RE: Good afternoon Ruth, I have attempted to get a hold of you on multiple occasions but have not heard back from you. I would like the opportunity to talk to you about the development of the Powers Ridge site. Sincerely Sharmeen Al-Jaff Senior Planner 952.227.1134 From: Aanenson, Kate Sent: Monday, September 12, 2016 1:14 PM To: AI-Jaff, Sharmeen Subject: FW: From: ruth slivken ImaiIto: ruthslivkenPpmail.coml Sent: Monday, September 12, 2016 1:14 PM To: Aanenson, Kate Subject: Still have not heard from anyone. I really need to know who bought the property adjacent to the Powers Hill Condo complex .... it is no longer on line. Is there a contractor? PLEASE ADVISE! ruth slivken • AI-Jaff, Sharmeen From: AI-Jaff, Sharmeen Sent: Wednesday, August 31, 2016 2:29 PM To: ruthslivken@gmail.com' Cc: Aanenson, Kate Subject: RE: Powers Ridge Project Good afternoon Ruth, I attempted to contact you on August 10, 2016 via e-mail to discuss the development of Phase III of Powers Ridge. I'm reaching out again and would welcome a call to discuss this matter. Sincerely, Sharmeen AWaff Senior Planner 952.227.1134 From: AI-Jaff, Sharmeen Sent: Wednesday, August 10, 2016 8:59 AM To: 'ruthslivke n @gma il.com' Subject: RE: Powers Ridge Project Good morning Ruth, Kate forwarded your e-mail to me since I'm the one working on this project. Can you please call me at 952-227-1134 so we can discuss this matter. Sincerely, Sharmeen Al-Jaff Senior Planner 952.227.1134 From: Aanenson, Kate Sent: Tuesday, August 09, 2016 8:54 AM To: AlAaff, Sharmeen Subject: FW: Powers Ridge Project From: ruth slivken[mailto:ruthslivken(a)amail.com] Sent: Tuesday, August 09, 2016 12:27 AM To: Aanenson, Kate Subject: Powers Ridge Project Dear Kate: Thank you for taking the time to talk a few minutes last week. I know that with summer here that construction season is in full swing so I appreciate your efforts. There are some issues that with the Development that perhaps you can help me with. Please realize that all this came as a complete surprise to us here at Powers Ridge. Jon Taxdahl, who bought the land, sits on our Board and also owns the Development Company. Over the past 4 years. using the power of his position on the Board, we have spent thousands of dollers sprucing up both the interior and curb appeal of the building where his 56 units were located ... and are now being sold. The other two buildings were ignored and left to fall into disrepair. This gives you a good rason why there are trust issues with this new development. As of this date, Jon still has not told us of his buying theproperty or his plans. Here are some of our concerns: Safety: Apparently there is a Disclosure Statement that he has that would give the new homeowners complete access to our pool and office area. (while not paying HOA fees). This means that the key fobs that are used for access to those areas may also be used to access our garage and the buildings where we reside. The pool area is small. How do they plan to regulate the use as the pool has a cpacity of 70 and Jon is planning on adding another 135 units .... who knows how many people that includes? Will he do adequate ackground checks to assure us that the folks sharing our shower and shower are not putting anyone at risk. The people who live in his units now have been the cause of many police calls and destruction of our property as well as theft and domestic vioence. Is there a way force him to do background checks on all potential buyers of these units? .ENVIRONMENT . What is the traffic plan? We are a community of 180 units. How will this increase in traffic affect our quiet drive? In order to accomodate this access, I believe he as the right to put in driveways and sidewalks. Will this adversely affect the appearance of our property? Who will be responsible for the upkeep? Will heavy construction vehicles beusing our drive? It is not that wide and will not accomadate two way traffic if one is a huge machine. There is also the concern that there may be damage to the drive itself from these vehicles. Will any trees or vegetaion surrounding the wetlands be taken out? Will construction debris be channelled into the wetland? Will he have his own storm water management system? Was an EPA study done? His new properties are on a "ridge" as we are. The land slopes down to the wetland ... does this make it a protected "bluff area". I am sure you can surmise that this`dR was a bit of an unwelcome shock to Today, the first day we have seen equipment, a work crew with a good sized truck and a caterpiller of some sort were here. They parked the caterpiller on our property and drilled just past the property line on his side. The hole which is quite deep was left uncovered. Becuse Jon hs shown himself to be untrustworthy, there is considerable consern that he will take advantage of us in other ways like he did on this property. We in 1331 qne 1341 are mostly senior citizens who bought here for retirement in a quiet natural small community. So you can imagine our concern what will happen to our home environment.with loss of prairie and possibly wetland. We have so enjoyed the many, many birds that frequent the wetland ....and worry that their homes will be harmed as well. Overcrowding and sharing facilities between two separate neighborhoods is not a good mix ... for anybody. And who decides who gets to use the amneities when. Jon has promised reimbursement in the past at this location for use of our offices, staff, equipment, supplies etc ...... but that never happened and the HOA was left holding the bag on that. Whew! Thanks for letting me vent. I do realize that at this point nothing can be done, but I hope that our concerns will lead to extra vigilence as this project gets going and monitoring takes place. While I understand the desire for extra tax revenue, Ido not think it should be at our expense. Ruth Slivken PS: Will they be using "Powers Ridge" as their community name as well? Wil this cause any confusion with mail, billing, emergency vehicles, etc? WaIIIIII OREM VAW ENGELSMA CONSTRUCTION, INC. 7119 31st Avenue North Minneapolis, MN 55427 Phone: 763-536-9200 Fax: 763-536-9202 To: City of Chanhassen Attn: Jessica Archer Building Permits / Inspections 7700 Market Blvd. Chanhassen, MN 55317 LETTER OF TRANSMITTAL Date: May 4, 2018 Re: Mission Hills Senior Living Project No.: 2269 From: Mindy Lawrence WE ARE SENDING YOU 0 Attached and sent via: Courier ❑ Shop Drawings / Data ❑ Samples ❑ Prints Plans ❑ Contract Documents ❑ Change Order ❑ Other: ❑ Specifications QTY SIZE DESCRIPTION 2 30x42 Plan Revision Field Bulletin #12 1 15x21 Plan Revision Field Bulletin #12 I HESE ARE TRANSMITTED as checked below: ❑ For Approval ❑ For Your Signature Q For Your Use ❑ As Requested REMARKS / INSTRUCTIONS: ❑ No Exception Taken ❑ Approved as Noted ❑ Resubmit copies for approval ❑ Comments Attached — Submit as specified. ❑ Note Markings and Verify ❑ Return ❑ For Review and Comment corrected prints gFCEIVEQ MAY 0 7 20% If enclosures are not as noted, kindly no* us atone. CHANHASSAN INSPECTIONS PROPOSAL REQUEST 03 PROJECT: Mission Hills Senior Living REQUESTED BY: City of Chanhassen, Ebenezer PROJECT OWNER: Headwaters Development DATE: 5/4/2018 CONTRACTOR: ENGELSMA CONSTRUCTION ARCHITECT: SPERIDES REINERS ARCHITECTS, INC 4200 WEST OLD SHAKOPEE ROAD SUITE #220 BLOOMINGTON, MN 55437 PROJECT NO.: 14-040 Description: Drawings: Civil, See attached revisions description: Landscape. - Sheet L400 1. Addition of a 4' Echelon fence and gate at the SE intergenerational garden. Sheet L401 1. Change in quantities and locations of shrubs infiltration basins # 1, #2, and #3. Sheet L501 1. Change in quantities in 09/1501— Filtration Basin Plant Schedule General Notes: 1. Do not scale drawings. Contact Architect for any dimension clarifications. 2. Field verify all conditions and dimensions prior to construction. Notify Architect of any discrepancies. Prior to proceeding in accordance with the directive of this bulletin, indicate your acceptance of these instructions and return a copy to the Architect Issued By: Architect Eric Reiners License No. — MN 26376 Date 5/4/2018 RECEIVED Drawing Sheets attached: C100, C101, C200, C300, C402, C500, L400, IA01, and L501 MAY 0 7 2018 CHANHASSAN INSPECTIONS BKBM ENGINEERS PROPOSAL REQUEST # 3 TO: Andrew Altstatt Sperides Reiners Architects, Inc. FROM: BKBM Engineers, Inc. DATE: May 3, 2018 RE: Mission Hills Hwy 101 and 861' Street West Chanhassen, MN 55317 BKBM Job No. 15139.00 Please provide a proposal for the following possible changes to the Mission Hills Construction Documents dated 03-26-2018 as noted below. All sheets with revisions have been reissued with this PR. C100 — Grading. Drainage, and Erosion Control Plan -Phase 1 1. Revised Retaining wall on southwest corner of site. 2. Revised filtration basin #1 3. Revised filtration basin #2. C101 — Grading, Drainage, and Erosion Control Plan -Phase 2 1. Revised Retaining wall on southwest comer of site. 2. Revised filtration basin #1 3. Revised filtration basin #2. C200 — Utility Plan 1. Revised storm sewer table. 2. Revised location of pond inlets on Filtration Basins 1 and 2. 3. Updated Keyed Note 29 to read "30,000." 4. Updated Keyed Note 30 to read "49,000" 5. Revised utility note 8. Replaced PVC SCH 40 with PVC SDR 35 6120 Earle Brown Drive, Suite 700, Minneapolis, MN 55430 763-843-0420 3507 Ringsby Court, Suite 105, Denver, CO 80216 720-515-9807 vmv.bkbm.com 10 BKBM ENGINEERS C300-Paving and Geometric Plan 1. Revised location of transformer and generator pads. C402-Civil Details Sheet 1. Revised details 1/C402 and 2/C402. C500-Stormwater Pollution Prevention Plan 1. Revised proposed drainage table and stormwater runoff summary table END OF PR #3 6120 Earle Brown Drive, Suite 700, Minneapolis, MN 55430 763-843-0420 3507 Ringsby Court. Suite 105, Denver, CO 80216 720-515-9807 w .bkbrn corn DEPARTMENT OF r TRANSPORTATION March 28, 2018 Robert Generous, Senior Planner City of Chanhassen PO Box 147 Chanhassen, MN 55317 SUBJECT: Mission Hills Yd Addition MnDOT Review # P18-015 North of US 212 and East of Hwy 101 Chanhassen, Carver County Control Section 1017 Dear Bob Generous, Metropolitan District Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 The Minnesota Department of Transportation (MnDOT) has reviewed the above referenced plat in compliance with Minnesota Statute 505.03, subdivision 2, Plats and has the following comments: Water Resources: If drainage is directed to MnDOT right-of-way, a drainage permit will be needed. There cannot be any increase in drainage to MnDOT right-of-way. Drainage area maps and calculations will need to be submitted with the permit application. Calculations should show the 2, 10, 50, and 100 year events for existing and proposed conditions. For questions on these comments, please contact Hailu Shekur (hailu.shekurkstate.mn.us or 651-234- 7521) in MnDOT's Water Resources section. Permits: In addition to a drainage permit, any additional use of or work within or affecting MnDOT right-of-way requires a permit. Permit forms are available from MnDOT's utility website at: http://www.dot.state.mn.us/utility/index.htmi Please include one set of plans formatted to I IX17 with each permit application. Please submittsend all permit applications and I IX17plan sets to: metroMnnitapps.dotnastate.mn.us Please direct any questions regarding permit requirements to Buck Craig (651-234-7911) of MnDOT's Metro Permits Section. An equal opportunity employer MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 Review Submittal Opdons: MnDOT's goal is to complete the review of plans within 30 days. Submittals sent in electronically can usually be turned around faster. There are four submittal options. Please submit either: 1. One (1) electronic pdf version of the plans. MnDOT can accept the plans via e-mail at metrodevreviews.dotkstate.mn.us provided that each separate e-mail is under 20 megabytes. 2. Three (3) sets of full size plans. Although submitting seven sets of full size plans will expedite the review process. Plans can be sent to: MnDOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3. One (1) compact disc. 4. Plans can also be submitted to MnDOT's External FTP Site. Please send files to: ftp://ftp2.dot.state.mn.us/pub/incoming/MetroWatersEdge/Planning Internet Explorer doesn't work using ftp so please use an FTP Client or your Windows Explorer (My Computer). Also, please send a note to metrodevreviews.dot@state.mn.us indicating that the plans have been submitted on the FTP site. If you have any questions concerning this review, please contact me at (651) 234-7795. Sincerely, �*/ W Josh Pansch Senior Planner Copy sent via E-Mail: Buck Craig, Permits Nancy Jacobson, Design Hailu Shekur, Water Resources Douglas Nelson, Right of Way Bruce Wetherbee, Surveys Almin Ramic Traffic Diane Langenbach, Area Engineer Luke Kranz, Carver County Surveys Russell Owen, Metropolitan Council MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 MnDOT Drainage Permits Checklist Purpose of the MnDOT Drainage Permit MnDOT Metro District regulates activities that impact its drainage systems and its MS4 regulated area. The purpose of the Drainage Permit is to protect State of Minnesota investment in infrastructure including but not limited to roadways, storm water treatment basins, ditches and storm sewer systems. Excess storm water and/or sediment laden storm water added to MnDOT's drainage systems leads to degradation of these assets. Negative impacts include but are not limited to: sediment deposition, loss of flood storage capacity and also loss of hydraulic conveyance capacity. These impacts may cause premature flooding of the road surface and/or erosion damage on State right-of-way. Technical Requirements of the MnDOT Drainage Permit The permit applicant shall demonstrate that offshe runoff coming to MnDOT drainage system and/or right-of-way will not increase as a result of the proposed project. This is quantified as a "no increase in discharge" criteria for the 2-year, 10-year and 100-year storm events. Compliance is demonstrated by applying hydraulic/hydrologic software models. HydroCAD and XPSWMM are the approved models to compare the pre and post project discharge values. Typically, HydroCAD is sufficient to model most proposed projects. However, XPS WMM may be required if the project contains extensive storm water pipe systems connected to MnDOT storm sewer or if HydroCAD cannot in MnDOT's judgment effectively model pressure flow, complex junctions and/or backwater effects that are present. The 2-year, 10-year and 100-year storm events shall be based upon Atlas 14 runoff amounts per the NOAA website. In addition, Drainage Permit Applicants shall meet all applicable water quality treatment requirements established by the local Watershed District(s) and the MPCA. Permit applicants should anticipate that specific projects that seek to divert runoff to another sub -watershed or watershed will be denied. It is MnDOT practice to avoid such watershed diversions whenever practicable. Submittal Requirements: Readable/legible watershed maps that show pre and post project drainage conditions. These two separate contour maps shall be large enough in scale so that approximate flow paths can be determined for verifying the Time of Concentrations used in the models. The drainage/watershed maps shall include enough detail so that Curve Numbers used in the hydraulic models may be verified by MnDOT. April 2014 • Surface water flow direction and storm water pipe water flow direction shall be indicated on the pre and post project watershed maps. Minimum recommended watershed map scale is 1" =100'. Project applications submitted with smaller scales (e.g., 1"=500') may be rejected and returned to the applicant. The same would apply for project watershed maps that do not include topographic contours or basic land use information such as the location of buildings, pavement and "green space". Watershed maps submitted as pdf files or CAD files shall be readily printable at scales that allow for good readability. • Pre and post project watershed maps shall be clearly linked to the drainage models such that the names of the sub -watersheds, ponds and drainage structures are the same in the models as shown on the watershed maps. In addition, watershed and sub -watershed boundaries shall be clearly shown. • Submission of the actual pre and post project HydroCAD or XPSWMM models is required: pdf copies of the drainage model simulations are unacceptable. In the event that the models cannot be transferred readily by electronic mail or electronic repository site, a hardcopy CD shall be provided. • Curve numbers shall be determined per MRCS methodology and should be modified as needed based upon detailed knowledge of soil type and specific conditions on site. HydroCAD modeling software includes NRCS guidance for determining curve numbers based upon land use and condition. • Time of concentration (Tc) computations and assumptions that in MnDOT's assessment clearly overestimate or underestimate this critical runoff parameter will be rejected. Two common assumptions that lead to overestimating Tc include: using the "Lag/CN" method to determine peak runoff from watersheds that have a relatively long and/or diverse flow path, and assuming that sheet flow occurs for a distance exceeding100 feet. Conversely, pre -project Tc shall not be underestimated to offset post project increases in peak discharge. Available freeboard for existing and proposed treatment ponds shall be shown on the watershed maps as well as the normal and 100-year high water levels. All proposed pond treatment systems along MnDOT right-of-way shall have a minimum freeboard of 2.0 feet between the road surface and the proposed 100-year HWL. • Infiltration basins, filtration basins and ponds adjacent to MnDOT right-of-way shall be designed to provide at least 2 feet of elevation difference between the 100-year HWL and the crest of the basin berm. The berm crest shall be at least 5 feet wide. The emergency overflow shall be lined from crest to toe of slope with Turf Reinforcement mat or Category 6 or 7 Erosion Control Blanket. April 2014 • Best management practices (BMP's) including infiltration/filtration sites, storm water ponds, etc. shall be clearly labeled on the pre and post project watershed maps. Plan sheets submitted as watershed maps shall be evaluated as such. They shall be readable and legible and meet all the same requirements including clear delineation of watershed boundaries, readable map scale, and land use shown by an aerial photo background map, or that is clearly depicted based on details on the plan sheet or sheets submitted. Project plan sheets relevant to the Drainage Permit are required and include: existing site conditions, the proposed grading plan as well as proposed site drainage system plans and profiles. The plans shall include applicable wetland impact/mitigation features and temporary sediment and erosion control measures for the project. In addition, erosion control blanket will be used to stabilize disturbed area on MnDOT right-of-way unless other methods such as rip -rap treatment are called for in the plans and approved by MnDOT. • Pond and basin special structures including weirs and orifices shall be consistent with what is used in the HydroCAD or XPSWMM models submitted and include relevant calculations/details. • A table summary of existing versus proposed site discharge to MnDOT drainage system/right-of-way is required for the 2-year, 10-year and 100-year Atlas 14 rainfall events. • Post project storm water discharge to MnDOT ditches or other open channel shall be limited to flow velocities of 6 fps or less for a 50-year Atlas 14 rainfall event. • Project discharge points that will connect to MnDOT ditch or channel shall be located such that they do not cause erosion or conflict with the grade of the existing ditch or channel. • Proposed access road culverts on MnDOT right-of-way shall be designed for the 10-year Atlas 14 rainfall event unless they are part of a significant drainage ditch along the roadway in which case a 100-year or 50-year design will apply. • Direct connections to MnDOT storm system shall be avoided. Connection to open ditch, or channel is preferred. If direct storm sewer connections cannot be avoided, it is the applicant's responsibility to provide a good connection typically via a new structure. Furthermore, MnDOT offers no warranty that there will not be a hydraulic backwater effects on the new storm line upstream that is connected to MnDOT's existing storm sewer. April 2014 • For all disturbed areas that sheet flow to MnDOT right-of-way and any disturbed areas within MnDOT right-of-way, either Erosion Control Mat or Bonded Fiber Matrix shall be used for temporary/permanent erosion control. • Silt fence shall not be used for erosion control at the proposed project site perimeter. Rather, continuous Wood Chip or compost Sediment Control Logs shall be implemented. Permit applicants are encouraged to contact MnDOT Metro Water Resource Engineering with questions/concerns. Questions posed early in the permit application process help to avoid project delays. This is particularly true for large project Drainage Permits with significant complexity. April 2014 )4- LA - CITY OF CHANHASSEN SITE PLAN AGREEMENT 2017-07 MISSION HILLS SENIOR LIVING SPECIAL PROVISIONS THIS AGREEMENT ("Site Plan Agreement") dated , 2018, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and MISSION HILLS SENIOR HOUSING OWNER, LLC, a Minnesota limited liability company (the "Developer" and "Owner"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for construction of a 136-unit senior housing apartment with a childcare center and eight twin homes (Mission Hills Senior Living), Planning Case 2017-07 (referred to in this Site Plan Agreement as the "Project"). The land is legally described Lot 1, Block 1, MISSION HILLS 3RD ADDITION, according to the recorded plat thereof, Carver County, Minnesota. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Site Plan Agreement and furnishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: PlanA: (A0.0) Title Sheet dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. PlanB: Plat dated Received March 17, 2017, prepared by SUNDE LAND SURVEYING. PlanC: Survey dated Received March 17, 2017, prepared by SUNDE LAND SURVEYING. PlanD: (C100) Grading, Drainage, and Erosion Control Plan dated Received March 17, 2017, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. PlanE: (C200) Utility Plan dated Received March 17, 2017, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. SP-1 196730v2 Plan F: (C300) Paving and Geometric Plan Received March 17, 2017, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. Plan G: (C301) Truck Turning Movement Plan dated Received March 17, 2017, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. Plan H: (C400) Civil Details Sheet dated Received March 17, 2017, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. Plan I: (C401) Civil Details Sheet Plan dated Received March 17, 2017, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. Plan J: (C500) Storm Water Pollution Prevention Plan dated Received March 17, 2017, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. PlanK: (ALI) Site Plan/Site Plan Detail dated Received Sheet dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan L: (A1.2) Monument Sign Details/Patio Garden Fence Details Sheet dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan M: (A1.3) Landscape Plans/Installation Details/Plant Schedule Sheet dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan N: (A1.4) Planting Profiles/Rain Garden Diagram/Enlarged Planting Bed Plans Sheet dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan O: (A3.0) Exterior Elevations dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan P: (A3.1) Exterior Elevations dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan Q: (A3.2) Exterior Elevations dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan R: (A3.10) Campus Views dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan S: (A3.11) Campus Views dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan T: (A3.20) Twinhome Villa Views and Elevations dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. SP-2 19673M PlanU: (A3.21) Twinhome Villa Design Options dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. PlanV: (M of 1) Site Photometrics dated Received March 17, 2017, prepared by Mlazgar Associates. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 31, 2019. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Site Plan Agreement, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") in the amount of $165,000.00. This amount has been calculated at a rate of 110% of the actual value of improvement and will be included in the security required by the Development Contract. The City will release the security posted in accordance with the City Code. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: MICHAEL HOAGBERG, MANAGER MISSION HILLS SENIOR HOUSING OWNER, LLC 17550 HEMLOCK AVENUE LAKEVILLE MN 55044 Phone: 952-378-4386 mhoagberg@headwatersdevelopment.biz Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. On May 8, 2017, the City Council adopted the following motion: "The City Council approves the site plan consisting of a 136-unit senior housing apartment with a childcare center and eight twin homes, Planning Case 2017-07 as shown in plans dated received March 17, 2017, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Environmental Resource Conditions: 1. The applicant shall submit a revised landscape plan for approval. The revised plan shall meet minimum bufferyard requirements. 2. Additional planting may be required along the southern half of the east property line. SP-3 19673M 3. Park grade trees are not acceptable quality and will not meet landscape standards for the City of Chanhassen. Item #12 of the General Notes shall be deleted. 4. The applicant shall consider locating landscaping along the rain garden near the corner of 86a' St W and 101 to block headlight glare from turning vehicles. Building Official Conditions: The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. A "Code Record" is required (Code Record schematic plans may be same scale as architectural). For "Code Record" information go to MN Dept. of Labor and Industry: http://www.dli.mn.¢ov/CCLD/PlanConstruction.asp 2. Buildings must be protected with automatic fire suppression systems. As required by Minnesota State Building Code and /or Minnesota State Residential Code. 3. An accessible route must be provided to all buildings, parking facilities, public transportation stops and common use facilities. 4. Parking areas, including parking garages, must be provided with accessible parking spaces dispersed among the various parking areas and building entrances. 5. Accessible dwelling units must be provided in accordance with Minnesota State Building Code Chapter 1341. 6. The building owner and/or their representatives should meet with the Inspections Division to discuss plan review and permit procedures (in particular, type of construction and allowable area issues must be addressed). Fire Marshal Conditions: 1. A three-foot clear space must be maintained around fire hydrants. 2. "No Parking Fire Lane" signs and yellow painted curbing will be required. Contact Fire Marshal for specifics. 3. Street names are required for the main road entering the project and the loop road serving the twin homes. Street signs shall be installed prior to building construction. The current street names proposed on the plan are Oriole Drive and Oriole Lane. The name Oriole has already been used within the City of Chanhassen and may not be reused within this development. Alternative proposed street names must be submitted to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. 4. Fire hydrants shall be installed and made serviceable prior to combustible construction. 5. Prior to combustible construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. SP-4 196730v2 6. In lieu of a fire lane to the back side of the building, additional fire protection features shall be provided, including but not limited to Class 1 standpipes installed per Fire Department requirements. 7. Provide to Chanhassen Fire Marshal radius turn dimensions for accessing the building. The concern is the center islands for getting fire apparatus to the front doors. Engineering Conditions: 1. The low area where filtration basins #1 and #2 discharge shall be modeled or the discharge pipes shall directly tie-in to the MnDOT drainage system. 2. Plans must show the location and elevations of the Emergency Over -Flows (EOFs) on the project, specifically for Filtration Basin #1, #2, #4 and #5. 3. Plans must show the style of home for the twin homes. 4. The stand-alone SWPPP document shall be submitted to the city for review with the final plat documents and will be required prior to any earth disturbing activities. 5. An NPDES construction permit must be granted to the applicant prior to any earth disturbing activities. 6. Stockpile locations shall be shown on the plans. 7. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. 8. Walls taller than six feet shall not be constructed with boulder rock. 9. Any wall taller than four feet must be designed by a professional engineer licensed in the State of Minnesota. 10. If a wall is taller than six feet, a fence or other barrier would be required to provide separation from any drive or walkway within 10 feet. 11. The developer's engineer must submit documentation that the street pavement meets a 7- ton design. 12. The developer shall incorporate the recommendations from the traffic study into their plan set. 13. The parking lot aisles must be a minimum of 26 feet wide and the parking spaces must be 18 feet long. 14. Pedestrian ramps shall meet ADA requirements. 15. The applicant shall obtain a LUP for the trail connection on MnDOT right-of-way. SP-5 196730Y2 16. All water main and sanitary sewer main constructed in this project shall be privately owned and maintained and must meet the city's requirements for public utilities. 17. The plan shall use 2017 Chanhassen standard detail plates, which are available on the city's website. 18. This parcel has paid the city for one (1) water and sanitary service hook-up. The additional twin home units (7) must pay a water and sanitary service partial hook-up fee at the time of final plat. The remaining hook-up fees would be paid with the building permit. 19. The hook-up fees for the main building are due with the building permit. 20. All work within the MnDOT right-of-way must be approved by MnDOT. 21. This site will need to be compliant with the City of Chanhassen's MS4 permit. 22. The applicant's engineer will continue to work with the Watershed District to update their permit and meet requirements. 23. City staff will evaluate the design based on the requirements above until the city receives confirmation from the Watershed District that this project will be evaluated under a different requirement. The annual reduction by the proposed BMPs (Best Management Practices) are 67% removal for TSS and 60% removal for TP. This does not meet the requirements for TSS, so the design must be revised. The current design removes only 20% of the required 1.1" of impervious run-off volume. The design must be revised to meet the 1.1" volume removal. 24. The applicant shall evaluate the practicality of implementing, to the "maximum extent practicable," volume reducing practices including re -use. 25. The P8 model submitted shows an anticipated infiltration rate of 1.0"/hour, this is contrary to the MN Stormwater Manual's estimation for Type D soils: 0.06"/hour and shall be revised. 26. The construction plans shall include filtration basin cross sections and call out information about the iron filings. 27. The infiltrometer testing results for each basin shall be submitted to the city to verify the infiltration rate prior to release of the security for the filtration basins. 28. Pretreatment shall be provided for all filtration basins accepting water from driving and parking surfaces. 29. In areas where storm water is directed to the basin through a catch basin, a sump manhole, at least three feet in depth should be used, four feet is recommended. 30. The plans shall label the sump catchbasins. SP-6 19673M 31. The proposed BMPs will be privately owned. 32. Erosion control blanket shall include the swales in their entirety. 33. The design of the stormwater BMPs shall follow the guidelines of the MN Stormwater Manual unless the City Engineer agrees to a deviation for those guidelines. 34. A planting plan for the filtration features will be required before recording the final plat. 35. Staff strongly recommends using plantings rather than seed, as seed can take up to three growing seasons to establish. The city will not release security until the vegetation is established. 36. It is the applicant's responsibility to assure that permits are received from all other agencies with jurisdiction over the project. Planning Conditions: 1. The applicant shall work with staff to improve the screening of the southwesterly portion of the site through the use of bemring and landscaping. 2. All rooftop and ground equipment must be screened from views. 3. The site is permitted one monument sign facing Great Plains Boulevard. Sign illumination and design shall comply with ordinance. 4. Approval of the Site Plan application is contingent upon approval of the PUD amendment, Limited Use Permit (LUP) resolution and Final Plat Approval." 8. General Conditions. The general conditions of this Site Plan Agreement are attached as Exhibit "B" and incorporated herein. SP-7 19673M CITY OF CHANHASSEN EW (SEAL) STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) Gerhardt, City Manager The foregoing instrument was acknowledged before me thiday of KdrLk , 2018, by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. �. KIM T. MEUWISSEN Notary Public -Minnesota \ao' My C Mlsslon EmArn Jon 31, 2020 SP-8 19673M DEVELOPER: MISSION HILLS SENIOR HOUSING OWNER, LLC IM STATE OF MINNESOTA ) ) ss COUNTY OF 1 Michael Hoagberg, Manager The foregoing instrument was acknowledged before me this _ day of 2018, by Michael Hoagberg, Manager of MISSION HILLS SENIOR HOUSING OWNER, LLC, a Minnesota Imuted liability company, on behalf of the company. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 SP-9 196730v2 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this _ day of 2018. STATE OF MINNESOTA ) ) ss COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 2018, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-11 SP-9 196730v2 CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) Site Plan Agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the Site Plan Agreement has been recorded with the County Recorder's and Registrar of Titles' Offices of the County where the project is located, and 4) the City Planner has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan D, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowing materials, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be wan -anted for twelve (12) months from the time of planting. The City shall retain $3,180.00 of the posted security for landscaping for twelve (12) months following planting to secure the warranties. Provided the landscaping is in the condition required herein following such twelve (12) 196730v2 month period, the City shall release the remaining security to Developer within ten (10) business days of request therefore. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses, which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attomeys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8%per year. 8. Developer's Default In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Site Plan Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for percussion to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Site Plan Agreement. F. OmMancv. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the 196730v2 streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Site Plan Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Site Plan Agreement shall not be a waiver or release. H. Recording. This Site Plan Agreement shall run with the land and may be recorded against the title to the property. 1. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this Site Plan Agreement shall be from 7:00 a.m. to 7:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours Will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building pen -nit. L. Compliance with Laws. Ordinances. and Regulations. In the development of the property pursuant to this Site Plan Agreement, the Developer shall comply with all laws, ordinances, and regulations of the following authorities to the extent any of the same have jurisdiction over the property's development: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall famish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Site Plan Agreement. 19673M N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or Pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. 196730v2 lq-o--� CITY OF C HANHASSE X Chanhassen is a Community for Life- Providing forToday and PlanningforTomorrow March 5, 2018 Mission Hills Senior Housing Owner, LLC Michael Hoagberg 17550 Hemlock Avenue Lakeville, MN 55044 Re: Mission Hills Senior Living — Planning Case 2017-07 Dear Mr. Reiners, This letter is to formally notify you that on May 8, 2017, the Chanhassen City Council adopted the following motions: 1. PLANNED UNIT DEVELOPMENT AMENDMENT "The City Council approves the Planned Unit Development amendment in the attached ordinance for Mission Hills to allow High Density Use with a Childcare Center on the site and set standards for the structures as shown below with the following conditions, and adoption of the attached Findings of Fact. 1. The site must comply with the DNR Shoreland Rules. 2. The site shall comply with the following standards: Mission Hills Zoning Standards a. Intent The purpose of this zone is to create a PUD neighborhood commercial/mixed density housing zone. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. All utilities are required to be placed underground. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. Except as modified by the Mission Hills standards below, the mixed density housing development shall comply with the requirements of the R-8, Mixed Medium Density District. Except as modified by the Mission Hills standards below, the commercial development shall comply with the Neighborhood Business District. BN. PH 952.227.noo • www.d.chanhassen.mn.us • FX 952.227. 1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 Michael Hoagberg March 3, 2018 Mission Hills Senior Living — Planning Case 2017-07 Page 2 of 12 b. Permitted Uses within the development shall include the following: Single Family Residential Medium Density Residential High Density Residential with a .Daycare,Center C. Setbacks In the PUD standards. the building setback for commercial is 50 feet from any public right-of- way. The ereial FIig6 Density parking setback shall be 35 feet from any public right-of- way and/or interior property line. There shall be a buffer separating the residential portion from the 69Weenial High Density portion of the site. This buffer shall be in the form of a berm and landscaping. The following setbacks shall be observed: Street Commercial —Building Setback* Residential Building Setback Residential Parking Setback Commercial Parking Setback* Highway 101 * 50' 20' Highway 212 * 50' 20' West 86'h Street * 30' 20' Interior Lot Lines O'(from commercial) 50' from residential 0' 0' 0' (from commercial) 35' from residential * Setbacks shall be established pursuant to section 20-505 of the Chanhassen City Code. d. Development Standards Tabulation Box Minimum Lot Size multi -family units: Mission Hills: As approved on October 24, 1994 in the Plat of Mission Hills; Mission Hills Villas, A Condominium, Common Interest Community No. 8, 9'h Supplemental filed April 10, 1996; Mission Hills Villas, A Condominium, Common Interest Community No. 8,10'h Supplemental filed April 10, 1996; Mission Hills Villas, A Condominium, Common Interest Community No. 8, 11'h Supplemental filed May 7, 1996; and Mission Hills Villas, A Condominium, Common Interest Community No. 8, 12'h Supplemental filed May 20,1996; Michael Hoagberg March 3, 2018 Mission Hills Senior Living — Planning Case 2017-07 Page 3 of 12 Mission Hills 2°d Addition: Area: 2,100 square feet Width: 46 feet Depth: 47 feet Mission Hills 3`" Addition: Area: 376,358.4 square IV Width: 480 feet wisdom Depth: 620 feet BLOCK USE Net Lot Density Hard Surface Area Coverage Ow4et MMMMM 7 ,rages kk&ji Hllls&O 152 Multi -Family d ih� Is tion Block 1, Mission Hills 138 Multi -Family 18 acres 7.66 37% Block 4, Mission Hills 56 Multi -Family Units 1 8.92 acres 6.28 43.2% Michael Hoagberg March 3, 2018 Mission Hills Senior Living — Planning Case 2017-07 Page 4 of 12 RESIDENTIAL Building exterior material shall be a combination of prepainted 5-inch aluminum siding and brick. 2. Arched transoms and soffit returns shall be used over the entries of the one-story units and horizontal transom windows over the 2 story windows. Introduce some variation among the buildings through the shape of windows, adding louvers, shifting entry ways, and adding dormers. 3. Colors used shall be earth tones such as soft gray, creamy white, pearl gray, shell white, etc.). 4. Each unit shall have a minimum of one overstory tree within its front yard. 5. All units shall have access onto an interior street and not 86th Street. The apartment.building located on Lot 1, Block 1, Mission is 3r1 Addition shall: Ltavepr- s:at all foundation ed by landscaping or retaining walls. terials which inchi son" , }fainted siding, and exterior finish and nsystem (E.I.F.S.) and_the structures will have sloped shingle roofs. A►l _. be view ve rIAW egIffiWolion. e. Site Landscaping and Screening The planting plans prepared for the site are intended to create a strong sense of street tree plantings using overstory deciduous trees such as Summit Ash, Linden, and Sugar Maple. Highways 101 and 212 will be buffered with a combination of overstory evergreen trees and ornamental deciduous trees. The outdoor private living areas will be buffered with the use of evergreen trees. The wetland will be highlighted with the introduction of native wetland species. In addition, to adhere to the higher quality of development as spelled out in the PUD zone, all loading areas shall be screened. Each lot for development shall submit a separate landscaping plan as a part of the site plan review process. Berms of 2 to 3 feet high shall be added along the Highway 101 and 212 right-of-way. These berms shall be seeded and/or sodded and bushes and trees shall be planted on them. All disturbed areas within the single family lots shall be seeded and/or sodded. Two trees with a minimum of a 2'/z inch caliper shall be planted within the front yard setback. These two trees shall consist of one overstory evergreen tree and one ornamental deciduous tree. 1. All open spaces and non -parking lot surfaces (outlot) shall be landscaped, or covered with plantings and/or lawn material. Michael Hoagberg March 3, 2018 Mission Hills Senior Living — Planning Case 2017-07 Page 5 of 12 2. Outdoor storage is prohibited. 3. Loading areas shall be screened from public right-of-ways. Wing wall may be required where deemed appropriate. 4. The Outlot shall be seeded and maintained in a weed free condition in all areas proposed for future development. L Signage One monument si;n along Great Plains Boulevard shall be permitted for Lot 1, Block 1, Mission Hills 31 Addition. shall be peffflit4ed r f: he outlet and e fer the 'deatial seetion of the PUP. 1. . Monument signage shall be subject to the monument standards in the sign ordinance. 2. Wall signs are permitted on no more than two street frontages. The total of each wall mounted sign display areas shall not exceed 24 square feet. 3. All signs require a separate permit. 4. The signage will have consistency throughout the development and shall tie the building materials to be consistent with the signs. Signs shall be an architectural feature, they shall not be solely mounted on a pole of a foundation. 5. Consistency in signage shall relate to color, size, materials, and heights. 6. No illuminated signs within may be viewed from the residential section of the PUD. 7. Only back -lit individual letter signs are permitted. 8. Individual letters may not exceed three feet in height. 9. Only the name and logo of the business occupying the unit will be permitted on the sign. RESIDENTIAL One monument identification sign shall be permitted for the residential development. The sign may not exceed 24 square feet in area and 5 feet in height. Michael Hoagberg March 3, 2018 Mission Hills Senior Living — Planning Case 2017-07 Page 6of12 g. Lighting 1. All light fixtures shall be shielded high-pressure sodium or LED fixtures. Light level for site lighting shall be no more than one-half foot candle at the property line. This does not apply to street lighting. The maximum height of a residential street light shall not exceed 15 feet. Light fixtures within shall not exceed 25 feet. 2. Glare, whether direct or reflected, as differentiated from general illumination shall not be visible beyond the limits of the site from which it originates. 3. Lights shall be on a photoelectric cell to turn them on and off automatically as activated by yearly conditions. 2. "The City Council approves the preliminary plat to replat Outlot E, Mission Hills into Lot 1, Block 1, Mission Hills Yd Addition, as shown in plans dated received March 17, 2017, including the attached Findings of Fact and Recommendation, subject to the following conditions: Park and Trail Conditions Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Mission Hills Senior Living. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current residential park fee rates of $3,800 per apartment dwelling, $5,000 per twin home dwelling, and $500 per bed for continuing care units, the total park fees will be $478,000. Unit Type No. of Units Amount Total Independent Apartments 100 $3,800/unit $380,000 Assisted/Memory Care Apartments 36 $500/bed $18,000 Rental Twin Homes 16 $5,000 each $80,000 Total $478,000 Engineering Conditions: 1. The estimated Surface Water Utility fees are $125,691.69. These shall be due with the final plat. Michael Hoagberg March 3, 2018 Mission Hills Senior Living — Planning Case 2017-07 Page 7 of 12 2. The applicant must prepare an operations and maintenance manual that provides for the protection and preservation of the stormwater best management practices (BMPs) to provide for the designed water quality benefit in perpetuity. The applicant must enter into a maintenance agreement with the city and record that agreement against the property. 4. The applicant must dedicate public drainage and utility easements over the BMPs. Planning Conditions: 1. Approval of the subdivision request is contingent upon approval of the PUD amendment, Limited Use Permit (LUP) resolution and Site Plan application." 3. SITE PLAN APPROVAL "The City Council approves the site plan consisting of a 136-unit senior housing apartment with a childcare center and eight twin homes, Planning Case 2017-07 as shown in plans dated received March 17, 2017, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Environmental Resource Conditions: 1. The applicant shall submit a revised landscape plan for approval. The revised plan shall meet minimum bufferyard requirements. 2. Additional planting may be required along the southern half of the east property line. 3. Park grade trees are not acceptable quality and will not meet landscape standards for the City of Chanhassen. Item #12 of the General Notes shall be deleted. 4. The applicant shall consider locating landscaping along the rain garden near the corner of 86`" St W and 101 to block headlight glare from turning vehicles. Building Official Conditions: The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. A "Code Record" is required (Code Record schematic plans may be same scale as architectural). For "Code Record" information go to MN Dept. of Labor and Industry: httv://www.dii.mn.gov/CCLD/PlanConstruction.W Michael Hoagberg March 3, 2018 Mission Hills Senior Living — Planning Case 2017-07 Page 8 of 12 2. Buildings must be protected with automatic fire suppression systems. As required by Minnesota State Building Code and /or Minnesota State Residential Code. 3. An accessible route must be provided to all buildings, parking facilities, public transportation stops and common use facilities. 4. Parking areas, including parking garages, must be provided with accessible parking spaces dispersed among the various parking areas and building entrances. 5. Accessible dwelling units must be provided in accordance with Minnesota State Building Code Chapter 1341. 6. The building owner and/or their representatives should meet with the Inspections Division to discuss plan review and permit procedures (in particular, type of construction and allowable area issues must be addressed). Fire Marshal Conditions: 1. A three-foot clear space must be maintained around fire hydrants. 2. "No Parking Fire Lane" signs and yellow painted curbing will be required. Contact Fire Marshal for specifics. 3. Street names are required for the main road entering the project and the loop road serving the twin homes. Street signs shall be installed prior to building construction. The current street names proposed on the plan are Oriole Drive and Oriole Lane. The name Oriole has already been used within the City of Chanhassen and may not be reused within this development. Alternative proposed street names must be submitted to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. 4. Fire hydrants shall be installed and made serviceable prior to combustible construction. 5. Prior to combustible construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 6. In lieu of a fire lane to the back side of the building, additional fire protection features shall be provided, including but not limited to Class 1 standpipes installed per Fire Department requirements. 7. Provide to Chanhassen Fire Marshal radius turn dimensions for accessing the building. The concern is the center islands for getting fire apparatus to the front doors. Michael Hoagberg March 3, 2018 Mission Hills Senior Living — Planning Case 2017-07 Page 9 of 12 Engineering Conditions: 1. The low area where filtration basins #1 and #2 discharge shall be modeled or the discharge pipes shall directly tie-in to the MnDOT drainage system. 2. Plans must show the location and elevations of the Emergency Over -Flows (EOFs) on the project, specifically for Filtration Basin #1, #2, #4 and #5. 3. Plans must show the style of home for the twin homes. 4. The stand-alone SWPPP document shall be submitted to the city for review with the final plat documents and will be required prior to any earth disturbing activities. 5. An NPDES construction permit must be granted to the applicant prior to any earth disturbing activities. 6. Stockpile locations shall be shown on the plans. 7. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. 8. Walls taller than six feet shall not be constructed with boulder rock. 9. Any wall taller than four feet must be designed by a professional engineer licensed in the State of Minnesota. 10. If a wall is taller than six feet, a fence or other barrier would be required to provide separation from any drive or walkway within 10 feet. 11. The developer's engineer must submit documentation that the street pavement meets a 7- ton design. 12. The developer shall incorporate the recommendations from the traffic study into their plan set. 13. The parking lot aisles must be a minimum of 26 feet wide and the parking spaces must be 18 feet long. 14. Pedestrian ramps shall meet ADA requirements. 15. The applicant shall obtain a LUP for the trail connection on MnDOT right-of-way. 16. All water main and sanitary sewer main constructed in this project shall be privately owned and maintained and must meet the city's requirements for public utilities. Michael Hoagberg March 3, 2018 Mission Hills Senior Living — Planning Case 2017-07 Page 10 of 12 17. The plan shall use 2017 Chanhassen standard detail plates, which are available on the city's website. 18. This parcel has paid the city for one (1) water and sanitary service hook-up. The additional twin home units (7) must pay a water and sanitary service partial hook-up fee at the time of final plat. The remaining hook-up fees would be paid with the building permit. 19. The hook-up fees for the main building are due with the building permit. 20. All work within the MnDOT right-of-way must be approved by MnDOT. 21. This site will need to be compliant with the City of Chanhassen's MS4 permit. 22. The applicant's engineer will continue to work with the Watershed District to update their permit and meet requirements. 23. City staff will evaluate the design based on the requirements above until the city receives confirmation from the Watershed District that this project will be evaluated under a different requirement. The annual reduction by the proposed BMPs (Best Management Practices) are 67% removal for TSS and 60% removal forIT. This does not meet the requirements for TSS, so the design must be revised. The current design removes only 20% of the required 1.1" of impervious run-off volume. The design must be revised to meet the 1.1" volume removal. 24. The applicant shall evaluate the practicality of implementing, to the "maximum extent practicable," volume reducing practices including re -use. 25. The P8 model submitted shows an anticipated infiltration rate of 1.0"/hour, this is contrary to the MN Stormwater Manual's estimation for Type D soils: 0.06"/hour and shall be revised. 26. The construction plans shall include filtration basin cross sections and call out information about the iron filings. 27. The infiltrometer testing results for each basin shall be submitted to the city to verify the infiltration rate prior to release of the security for the filtration basins. 28. Pretreatment shall be provided for all filtration basins accepting water from driving and parking surfaces. 29. In areas where stone water is directed to the basin through a catch basin, a sump manhole, at least three feet in depth should be used, four feet is recommended. 30. The plans shall label the sump catchbasins. Michael Hoagberg March 3, 2018 Mission Hills Senior Living — Planning Case 2017-07 Page 11 of 12 31. The proposed BMPs will be privately owned. 32. Erosion control blanket shall include the swales in their entirety. 33. The design of the stormwater BMPs shall follow the guidelines of the MN Stormwater Manual unless the City Engineer agrees to a deviation for those guidelines. 34. A planting plan for the filtration features will be required before recording the final plat. 35. Staff strongly recommends using plantings rather than seed, as seed can take up to three growing seasons to establish. The city will not release security until the vegetation is established. 36. It is the applicant's responsibility to assure that permits are received from all other agencies with jurisdiction over the project. Planning Conditions: 1. The applicant shall work with staff to improve the screening of the southwesterly portion of the site through the use of berming and landscaping. 2. All rooftop and ground equipment must be screened from views. 3. The site is permitted one monument sign facing Great Plains Boulevard. Sign illumination and design shall comply with ordinance. 4. Approval of the Site Plan application is contingent upon approval of the PUD amendment, Limited Use Permit (LUP) resolution and Final Plat Approval." 4. LIMITED USE PERMIT RESOLUTION: "The City Council approves the Limited Use Permit (LUP) resolution with MnDOT for a trail connection that requires grading within Highway 101 right-of-way with the following conditions: 1. Approval of the Limited Use Permit (LUP) is contingent upon approval of the PUD amendment, Site Plan Permit and Final Plat Approval." A site plan agreement must be prepared by the city; however, cost estimates for the project must be submitted prior to document preparation. Final plat documents must be submitted to the City four weeks prior to the City Council meeting in which you wish to have your final plat approved. Enclosed is the list of items required for submittal for final plat approval. Michael Hoagberg March 3, 2018 Mission Hills Senior Living — Planning Case 2017-07 Page 12 of 12 If you have any questions, please feel free to contact me at 952.227.1134 or e-mail at saliaffnn,ci.chanhassen.mn.us. Sincerely, Sharmeen Al-Jaff Senior Planner Enclosure c: Eric Reiners, Sperides Reiners Architects, Inc. ec: Stephanie Smith, Project Engineer g:\plan\2017 planning cases\17-07 mission hiUs senior hving*vmval lean mission hilss 3cd add - 17-07.doc CITY OF CHANHASSEN SITE PLAN AGREEMENT 2017-07 MISSION HILLS SENIOR LIVING SPECIAL PROVISIONS THIS AGREEMENT ("Site Plan Agreement") dated , 2018, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and MISSION HELLS SENIOR HOUSING OWNER, LLC, a Minnesota limited liability company (the "Developer" and "Owner'). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for construction of a 136-unit senior housing apartment with a childcare center and eight twin homes (Mission Hills Senior Living), Planning Case 2017-07 (referred to in this Site Plan Agreement as the "Project"). The land is legally described Lot 1, Block 1, MISSION HILLS 3RD ADDITION, according to the recorded plat thereof, Carver County, Minnesota 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Site Plan Agreement and fiunishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A: (A0.0) Title Sheet dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan B: Plat dated Received March 17, 2017, prepared by SUNDE LAND SURVEYING. Plan C: Survey dated Received March 17, 2017, prepared by SUNDE LAND SURVEYING. Plan D: (C 100) Grading, Drainage, and Erosion Control Plan dated Received March 17, 2017, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. Plan E: (C200) Utility Plan dated Received March 17, 2017, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. SP-1 19673M Plan F: (C300) Paving and Geometric Plan Received March 17, 2017, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. Plan G: (C301) Truck Turning Movement Plan dated Received March 17, 2017, prepared by BK13M Engineers and SPERIDES REINERS ARCHITECTS, INC. Plan H: (C400) Civil Details Sheet dated Received March 17, 2017, prepared by BK13M Engineers and SPERIDES REINERS ARCHITECTS, INC. Plan I: (C401) Civil Details Sheet Plan dated Received March 17, 2017, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. Plan J: (C500) Stone Water Pollution Prevention Plan dated Received March 17, 2017, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. PlanK: (Al.l) Site Plan/Site Plan Detail dated Received Sheet dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan L: (A1.2) Monument Sign Details/Patio Garden Fence Details Sheet dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan M: (A1.3) Landscape Plans/Installation Details/Plant Schedule Sheet dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan N: (A1.4) Planting Profiles/Rain Garden Diagram/Enlarged Planting Bed Plans Sheet dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan O: (A3.0) Exterior Elevations dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan P: (A3.1) Exterior Elevations dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan Q: (A3.2) Exterior Elevations dated Received March 17, 2017, prepared by SPERIDES REWERS ARCHITECTS, INC. Plan R: (A3.10) Campus Views dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan S: (A3.11) Campus Views dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan T: (A3.20) Twinhome Villa Views and Elevations dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. SP-2 19673M PlanU: (A3.21) Twinhome Villa Design Options dated Received March 17, 2017, prepared by SPERIDES REINERS ARCH[TECTS, INC. PlanV: (M of 1) Site Photometrics dated Received March 17, 2017, prepared by Mlazgar Associates. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 31, 2019. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Site Plan Agreement, the Developer shall famish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") in the amount of $165,000.00. This amount has been calculated at a rate of 110% of the actual value of improvement and will be included in the security required by the Development Contract. The City will release the security posted in accordance with the City Code. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: MICHAEL HOAGBERG, MANAGER MISSION HILLS SENIOR HOUSING OWNER, LLC 17550 HEMLOCK AVENUE LAKEVILLE MN 55044 Phone: 952-378-4386 mhoagberg@headwatersdevelopment.biz Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. On May 8, 2017, the City Council adopted the following motion: "The City Council approves the site plan consisting of a 136-unit senior housing apartment with a childcare center and eight twin homes, Planning Case 2017-07 as shown in plans dated received March 17, 2017, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Environmental Resource Conditions: 1. The applicant shall submit a revised landscape plan for approval. The revised plan shall meet minimum bufferyard requirements. 2. Additional planting may be required along the southern half of the east property line. SP-3 19673Ov2 3. Park grade trees are not acceptable quality and will not meet landscape standards for the City of Chanhassen. Item #12 of the General Notes shall be deleted. 4. The applicant shall consider locating landscaping along the rain garden near the corner of 86te St W and 101 to block headlight glare from turning vehicles. Building Official Conditions: 1. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. A "Code Record" is required (Code Record schematic plans may be same scale as architectural). For "Code Record" information go to MN Dept. of Labor and Industry: hgp://www.dli.nm.p,ov/CCLD/PlanConstruction.asa 2. Buildings must be protected with automatic fire suppression systems. As required by Minnesota State Building Code and /or Minnesota State Residential Code. 3. An accessible route must be provided to all buildings, parking facilities, public transportation stops and common use facilities. 4. Parking areas, including parking garages, must be provided with accessible parking spaces dispersed among the various parking areas and building entrances. 5. Accessible dwelling units must be provided in accordance with Minnesota State Building Code Chapter 1341. 6. The building owner and/or their representatives should meet with the Inspections Division to discuss plan review and permit procedures (in particular, type of construction and allowable area issues must be addressed). Fire Marshal Conditions: 1. A three-foot clear space must be maintained around fire hydrants. 2. "No Parking Fire Lane" signs and yellow painted curbing will be required. Contact Fire Marshal for specifics. Street names are required for the main road entering the project and the loop road serving the twin homes. Street signs shall be installed prior to building construction. The current street names proposed on the plan are Oriole Drive and Oriole Lane. The name Oriole has already been used within the City of Chanhassen and may not be reused within this development. Alternative proposed street names must be submitted to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. 4. Fire hydrants shall be installed and made serviceable prior to combustible construction. 5. Prior to combustible construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. SP-4 196730v2 6. In lieu of a fire lane to the back side of the building, additional fire protection features shall be provided, including but not limited to Class 1 standpipes installed per Fire Department requirements. 7. Provide to Chanhassen Fire Marshal radius turn dimensions for accessing the building. The concern is the center islands for getting fire apparatus to the front doors. Engineering Conditions: 1. The low area where filtration basins #1 and #2 discharge shall be modeled or the discharge pipes shall directly tie-in to the MnDOT drainage system. 2. Plans must show the location and elevations of the Emergency Over -Flows (EOFs) on the project, specifically for Filtration Basin #1, #2, #4 and #5. 3. Plans must show the style of home for the twin homes. 4. The stand-alone SWPPP document shall be submitted to the city for review with the final plat documents and will be required prior to any earth disturbing activities. 5. An NPDES construction permit must be granted to the applicant prior to any earth disturbing activities. 6. Stockpile locations shall be shown on the plans. 7. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. 8. Walls taller than six feet shall not be constructed with boulder rock. 9. Any wall taller than four feet must be designed by a professional engineer licensed in the State of Minnesota. 10. If a wall is taller than six feet, a fence or other barrier would be required to provide separation from any drive or walkway within 10 feet. 11. The developer's engineer must submit documentation that the street pavement meets a 7- ton design. 12. The developer shall incorporate the recommendations from the traffic study into their plan set. 13. The parking lot aisles must be a minimum of 26 feet wide and the parking spaces must be 18 feet long. 14. Pedestrian ramps shall meet ADA requirements. 15. The applicant shall obtain a LUP for the trail connection on MnDOT right-of-way. SP-5 196730v2 16. All water main and sanitary sewer main constructed in this project shall be privately owned and maintained and must meet the city's requirements for public utilities. 17. The plan shall use 2017 Chanhassen standard detail plates, which are available on the city's website. 18. This parcel has paid the city for one (1) water and sanitary service hook-up. The additional twin home units (7) must pay a water and sanitary service partial hook-up fee at the time of final plat. The remaining hook-up fees would be paid with the building permit. 19. The hook-up fees for the main building are due with the building permit. 20. All work within the MnDOT right-of-way must be approved by MnDOT. 21. This site will need to be compliant with the City of Chanhassen's MS4 permit. 22. The applicant's engineer will continue to work with the Watershed District to update their permit and meet requirements. 23. City staff will evaluate the design based on the requirements above until the city receives confirmation from the Watershed District that this project will be evaluated under a different requirement. The annual reduction by the proposed BMPs (Best Management Practices) are 67% removal for TSS and 60% removal for TP. This does not meet the requirements for TSS, so the design must be revised. The current design removes only 20% of the required 1.1" of impervious run-off volume. The design must be revised to meet the 1.1" volume removal. 24. The applicant shall evaluate the practicality of implementing, to the "maximum extent practicable," volume reducing practices including re -use. 25. The P8 model submitted shows an anticipated infiltration rate of 1.0"/hour, this is contrary to the MN Stormwater Manual's estimation for Type D soils: 0.06"/hour and shall be revised. 26. The construction plans shall include filtration basin cross sections and call out information about the iron filings. 27. The infiltrometer testing results for each basin shall be submitted to the city to verify the infiltration rate prior to release of the security for the filtration basins. 28. Pretreatment shall be provided for all filtration basins accepting water from driving and parking surfaces. 29. In areas where storm water is directed to the basin through a catch basin, a sump manhole, at least three feet in depth should be used, four feet is recommended. 30. The plans shall label the sump catchbasins. SP-6 19673M2 31. The proposed BMPs will be privately owned. 32. Erosion control blanket shall include the swales in their entirety. 33. The design of the stormwater BMPs shall follow the guidelines of the MN Stormwater Manual unless the City Engineer agrees to a deviation for those guidelines. 34. A planting plan for the filtration features will be required before recording the final plat. 35. Staff strongly recommends using plantings rather than seed, as seed can take up to three growing seasons to establish. The city will not release security until the vegetation is established. 36. It is the applicant's responsibility to assure that permits are received from all other agencies with jurisdiction over the project. Planning Conditions: 1. The applicant shall work with staff to improve the screening of the southwesterly portion of the site through the use of berming and landscaping. 2. All rooftop and ground equipment must be screened from views. 3. The site is permitted one monument sign facing Great Plains Boulevard. Sign illumination and design shall comply with ordinance. 4. Approval of the Site Plan application is contingent upon approval of the PUD amendment, Limited Use Permit (LUP) resolution and Final Plat Approval." 8. General Conditions. The general conditions of this Site Plan Agreement are attached as Exhibit "B" and incorporated herein. SP-7 19673M CITY OF CHANHASSEN II-W (SEAL) STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) Denny Laufenburger, Mayor Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this_day of 2018, by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC SP-8 196730v2 DEVELOPER: MISSION HILLS SENIOR HOUSING OWNER, LLC W STATE OF MINNESOTA ) ) ss COUNTY OF ) Michael Hoagberg, Manager The foregoing instrument was acknowledged before me this _ day of , 2018, by Michael Hoagberg, Manager of MISSION HELLS SENIOR HOUSING OWNER, LLC, a Minnesota limited liability company, on behalf of the company. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 SP-9 19673M MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this _ day of 2018. STATE OF MINNESOTA ) ) ss COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 2018, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-11 SP-9 19673M CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT"B" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) Site Plan Agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the Site Plan Agreement has been recorded with the County Recorder's and Registrar of Titles' Offices of the County where the project is located, and 4) the City Planner has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan D, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developers expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and Citys rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowing materials, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The City shall retain $3,180.00 of the posted security for landscaping for twelve (12) months following planting to secure the warranties. Provided the landscaping is in the condition required herein following such twelve (12) 19673M month period, the City shall release the remaining security to Developer within ten (10) business days of request therefore. 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses, which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is fast given notice of the work in default, not less than four (4) days in advance. This Site Plan Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Site Plan Agreement. F. Occumancv. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the 19673M streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Site Plan Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Site Plan Agreement shall not be a waiver or release. H. Recording. This Site Plan Agreement shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this Site Plan Agreement shall be from 7:00 a.m. to 7:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are frost provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws, Ordinances, and Regulations. In the development of the property pursuant to this Site Plan Agreement, the Developer shall comply with all laws, ordinances, and regulations of the following authorities to the extent any of the same have jurisdiction over the property's development: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Site Plan Agreement. 196730v2 N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. 1%730v2 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA MISSION HILLS 3RD ADDITION DEVELOPMENT CONTRACT (Developer Installed Improvements) 1%73M TABLE OF CONTENTS SPECIAL PROVISIONS PAGE 1. REQUEST FOR PLAT APPROVAL............................................................................SP-1 2. CONDITIONS OF PLAT APPROVAL........................................................................SP-1 3. DEVELOPMENT PLANS............................................................................................SP-1 4. IMPROVEMENTS........................................................................................................ SP-2 5. TIlv1E OF PERFORMANCE.........................................................................................SP-2 6. SECURITY....................................................................................................................SP-2 7. NOTICE.........................................................................................................................SP-3 8. OTHER SPECIAL CONDITIONS................................................................................SP-3 9. GENERAL CONDITIONS...........................................................................................SP-5 GENERAL CONDITIONS 1. RIGHT TO PROCEED.................................................................................................GC-1 2. PHASED DEVELOPMENT........................................................................................GC-1 3. PRELIMINARY PLAT STATUS................................................................................GC-1 4. CHANGES IN OFFICIAL CONTROLS.....................................................................GC-I 5. IMPROVEMENTS.......................................................................................................GC-1 6. IRON MONUMENTS..................................................................................................GC-2 7. LICENSE......................................................................................................................GC-2 8. SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR OTHER BUILDING..................................................................................GC-2 9. CLEAN UP...................................................................................................................GC-3 10. ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS....................................GC-3 11. CLAIMS.......................................................................................................................GC-3 12. PARK DEDICATION..................................................................................................GC-3 13. LANDSCAPING..........................................................................................................GC-3 14. WARRANTY...............................................................................................................GC-4 15. LOTPLANS.................................................................................................................GC-4 16. EXISTING ASSESSMENTS.......................................................................................GC-4 17. HOOK-UP CHARGES.................................................................................................GC-4 18. PUBLIC STREET LIGHTING.....................................................................................GC-4 19. SIGNAGE.....................................................................................................................GC-5 20. HOUSEPADS..............................................................................................................GC-5 21. RESPONSIBILITY FOR COSTS................................................................................GC-5 22. DEVELOPER'S DEFAULT.........................................................................................GC-6 22. MISCELLANEOUS A. Construction Trailers........................................................................................GC-6 B. Postal Service....................................................................................................GC-7 C. Third Parties......................................................................................................GC-7 196731v2 1 D. Breach of Contract............................................................................................GC-7 E. Severability .......................................................................................................GC-7 F. Building Permits...............................................................................................GC-7 G. Waivers/Amendments.......................................................................................GC-7 H. Release..............................................................................................................GC-7 I. Insurance........................................................................................................... GC-7 J. Remedies...........................................................................................................GC-8 K. Assignability .....................................................................................................GC-8 L. Construction Hours...........................................................................................GC-8 M. Noise Amplification..........................................................................................GC-8 N. Access...............................................................................................................GC-8 O. Street Maintenance............................................................................................GC-8 P. Storm Sewer Maintenance................................................................................GC-9 Q. Soil Treatment Systems....................................................................................GC-9 R. Variances...........................................................................................................GC-9 S. Compliance with Laws, Ordinances, and Regulations.....................................GC-9 T. Proof of Title.....................................................................................................GC-9 U. Soil Conditions................................................................................................GC-10 V. Soil Correction................................................................................................GC-10 W. Haul Routes..........................................................................................................CIC-10 X. Development Signs..............................................................................................GC-10 Y. Construction Plans...............................................................................................GC-10 Z. As -Built Lot Surveys...........................................................................................GC-11 MUM 11 CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) NHSSION HILLS 3RD ADDITION AGREEMENT dated by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, MISSION HILLS SENIOR HOUSING OWNER, LLC, a Minnesota Limited Liability Company (the "Developer" and "Owner'). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for MISSION HILLS 3an ADDITION (referred to in this Contract as the "plat"). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, famish the security required by it, and record the plat with the County Recorder or Registrar of Titles. 3. Development Plans. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plan A, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A: Final plat approved January 22, 2018, prepared by Sunde Land Surveying. Plan B: Grading, Drainage and Erosion Control Plan dated December 18, 2017, prepared by BKBM Engineers, Inc. Plan C: Plans for Improvements dated December 18, 2017, prepared by BKBM Engineers, Inc. Plan D: Landscape Plan dated December 18, 2017, prepared by Sperides Reiners Architects, Inc. 196731v2 SP-1 4. Improvements. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Water Drainage System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading/Restoration H. Underground Utilities (e.g. gas, electric, telephone, CATV) I. Setting of Lot and Block Monuments J. Surveying and Staking K. Landscaping L. Erosion Control 5. Time of Performance. The Developer shall install all required improvements by November 15, 2019. The Developer may, however, request an extension of time from the City Engineer. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 6. Security. To guarantee compliance with the terms of this Contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall famish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $1,028,32950. The amount of the security was calculated as 110% of the following: Site Grading/Erosion Control/Restoration $ 156,000.00 Utilities: Sanitary, Water, Storm Sewer, Infiltration and Retention Systems $ 360,000.00 Streets $ 195,000.00 Street lights and signs (Estimate per Site Plan Agreement) $ 22,500.00 Sub -total, Construction Costs $ 733,500.00 Engineering, surveying, and inspection (7% of construction costs) $ 51,345.00 Landscaping (Estimate per Site Plan Agreement) $ 150,000.00 Sub -total, Other Costs $ 201,345.00 TOTAL COST OF PUBLIC IMPROVEMENTS $ 934,845.00 SECURITY AMOUNT 110% of 934 845.00 $1,028,329.50 This breakdown is for historical reference; it is not a restriction on the use of the security. The security shall be subject to the approval of the City. The City may draw down the security, without notice, for any violation of the terms of this Contract. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it 196731v2 SP-2 down. If the security is drawn down, the draw shall be used to cure the default. With City approval, the security may be reduced from time to time as financial obligations are paid, but in no case shall the security be reduced to a point less than 10% of the original amount until (1) all improvements have been completed, (2) iron monuments for lot comers have been installed, (3) all financial obligations to the City satisfied, (4) the required "record" plans have been received by the City, (5) a warranty security is provided, and (6) the public improvements are accepted by the City. 7. Notice. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: MICHAEL HOAGBERG, MANAGING DIRECTOR MISSION HILLS SENIOR HOUSING OWNER, LLC 17550 HEMLOCK AVENUE LAKEVILLE MN 55044 Phone: 952-378-4386 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 8. Other Special Conditions. A. SECURITIES AND FEES A. $1,028,32950 letter of credit or escrow for the developer -installed improvements, the $1,049,921.46 cash administration fee and the fully -executed development contract must be submitted and shall be submitted prior to scheduling a pre -construction meeting. The cash fee was calculated as follows: Administration fee: ($0 at 31/6) _ $ 0.00 Final Plat = $ 450.00 GIS fee: $25 (plat) + ($10/parcel x 1 parcel) _ $ 35.00 Stormwater Utility fee: $126,988.46 Park Dedication fee: $478,000.00 Sewer and Water Hook -Up fee (based onl52 units): $444,448.00 Total, Cash Fee = $1,049,921.46 If the signs must be installed in frost conditions, an additional $250/post must be paid by the developer. 19673M SP-3 B. Park and Trail Conditions 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Outlot E, Mission Hills 3rd Addition. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current residential park fee rates of $3,800 per apartment dwelling, $5,000 per twin home dwelling, and $500 per bed for continuing care units, the total park fees will be $478,000. Unit Type No. of Units Amount Total Independent Apartments 100 $3,800/unit $380,000 AssistedLiving/Memory Care 36 $500/bed $18,000 Rental Twin Homes 16 $5,000/side $80,000 Total $478 000 C. Engineering Conditions: 1. The Surface Water Utility fees are $126,988.46. These shall be due with the final plat." 2. The applicant must prepare an operations and maintenance plan that provides for the protection and preservation of the stormwater best management practices (BMPs) to provide for the designed water quality benefit in perpetuity. This plan must be approved by the City of Chanhassen Water Resource Coordinator. 3. The applicant must enter into a maintenance agreement with the City and record that agreement against the property. 4. The applicant must dedicate public drainage and utility easements over the private BMPs. 5. Retaining wall shall not be constructed on top of the storm sewer run from STRM #31 to STRM #32 — Condition Added. 6. The top and bottom wall elevation must be revised to correspond with the proposed contours on the southwestern retaining wall. 7. The turnaround for the dead-end parking aisles in the main parking lot must be 10 feet by 26 feet. 19673Iv2 SP-4 8. The driveways entering the parking lots for the main building must be widened to accommodate the fire truck turning movement. 9. The current plan set shows an approximately 14-foot drop at 90.28%. This elevation drop must be an inside drop, per Chanhassen standard detail plate, within a sanitary manhole structure. 10. This parcel has paid the City for one water and sanitary service hook-up. The existing hook-ups shall be used as a credit for the main building. All additional units must pay a water and sanitary service partial hook-up fee at the time of final plat. 11. The watermain crosses a draintile approximately at Station 7+92. This crossing must have an elevation separation of 18". D. Building Official Conditions: 1. The street -name "Oriole", shown on the submitted documents, is not acceptable. E. Fire Marshall Condition: Prior to release of surety for the utilities constructed as part of this project, the developer shall provide hydraulic calculations to verify water availability under fire conditions of the main building. The design shall provide adequate water flow to support two elevated master streams while the main building is experiencing fire conditions. F. Construction Plan Review Conditions: Retaining wall shall not be constructed on top of the storm sewer run from STRM #31 to STRM #32 — Condition Added. 2. The turnaround for the dead-end parking aisles in the main parking lot must be 10 feet by 26 feet. 3. The current plan set shows an approximately 14-foot drop at 90.28%. This elevation drop must be an inside drop, per Chanhassen standard detail plate, within a sanitary manhole structure. 4. The Architect's signature date shall be updated to include a month/day/year format. 5. The electrical site plan shall be certified. 6. The private streets shall be renamed to Aldrich Lane and Aldrich Drive. 196731v2 SP-5 7. The low area where Filtration Basins #1 and #2 ultimately discharge on the south end of the site shall be graded and protected to convey the water to the existing 36-inch stormwater pipe that connects to the MnDOT TH 212 system. The discharge piping from Filtration Basin #2 does not align well with the 36-inch pipe and the conveyance means need to be further clarified and designed. 8. The grading plan must clearly indicate the location and elevation of the Emergency Over - Flows (EOFs) for the Filtration Basins. 9. The NPDES construction permit must be applied for and granted to the applicant prior to any earth -disturbing activities. 10. Stockpile locations shall be determined and shown on the plans. 11. The following materials are prohibited for retaining wall construction: Smooth face, poured -in -place concrete (stamped or patterned is acceptable), masonry, railroad ties, and timber. 12. Retaining walls taller than six feet shall not be constructed with boulder rock. 13. Any wall taller than four feet must be designed by a Professional Engineer licensed in the State of Minnesota. 14. If a retaining wall is taller than six feet, a fence or other barrier is required to provide separation from any drive or walkway within 10 feet. 15. The developer's engineer shall submit documentation that the street pavement section meets a 7-ton design. 16. The parking lot aisles must be a minimum of 26 feet wide with 18-foot long parking spaces. The 24-foot aisle width designed would require 20-foot long parking spaces. 17. Pedestrian ramps shall meet current ADA requirements. 18. All watermain and sanitary sewer main constructed in this project shall be privately owned and maintained. The utility design must meet the city's requirements for public utilities. 19. The current plan set shows an approximately 14-foot drop at 90.28% at the connection to the existing sanitary sewer stub for the parcel. The design indicates the use of two elbows to adjust the elevation of the sanitary sewer within the site. This elevation 196731v2 SP-6 adjustment must be created with an inside drop within a sanitary manhole, per the city of Chanhassen standard detail plate. 20. The developer shall remove the existing gate valve on the water service tie-in under West 86th Street. 21. Install clean -outs on the sanitary service piping to the twin homes at horizontal bend locations. 22. Install curb stops on each water service pipe to the twin homes. Install riser under a driveway casting similar to the draintile clean -out detail. 23. The plans shall label all of the sump catch basins and the aprons on the plan sheets. 24. Create profile views for all of the trunk storm sewer. The line from Filtration Basin #3 to SSMH #19 is not included. Include pipe crossing elevations to verify required clearance. 25. Pretreatment shall be provided for all filtration basins accepting water from driving and parking surfaces. 26. The hook-up fees for the main building are due with the building permit. 27. All work with the MnDOT right-of-way or the Carver County right-of-way shall be approved and permitted by the respective agency. 28. The site shall be compliant with the City of Chanhassen's MS4 permit. 29. The proposed BMPs shall be privately owned. 30. The infiltrometer testing results for each basin shall be submitted to the city to verify the infiltration rate prior to release of the security for the filtration basins. 31. It is the applicant's responsibility to assure that permits are received from all other agencies with jurisdiction over the project. 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. 1%731v2 SP-7 CITY OF CHANHASSEN M (SEAL) AL"I STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) Denny Laufenburger, Mayor Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this day of , 2018, by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC 196731v2 SP_g MISSION HILLS SENIOR HOUSING OWNER, LLC: IM STATE OF MINNESOTA ) (ss. COUNTY OF ) Michael Hoagberg, Manager The foregoing instrument was acknowledged before me this _ day of 2018, by Michael Hoagberg, Managing of MISSION HILLS SENIOR HOUSING OWNER, LLC, a Minnesota Limited Liability Company, on behalf of the company. NOTARY PUBLIC DRAFTID BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 1%731d2 SP-9 EXHIBIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: Lot 1, Block 1, MISSION HILLS 3RD ADDITION, according to the recorded plat thereof, Carver County, Minnesota. 196731v2 MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of 20_. STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 20_, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 196731 Q HIREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. dated 2. of (Name of Bank) 11; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) on or before 4:00 p.m. on November 30, 2 This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. mm Its 196731Q CITY OF CIIAN IASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) E1MIT "B" 1. Right to Proceed. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the plat has been recorded with the County Recorders Office or Registrar of Title's Office of the County where the plat is located, and 4) the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 3. Preliminary Plat Status. If the plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 4. Changes in Official Controls. For two (2) years from the date of this Contract, no amendments to the City s Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent pemutted by state law the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 5. Improvements. The improvements specified in the Special Provisions of this Contract shall be installed in accordance with City standards, ordinances, and plans and specifications which have been prepared and signed by a competent registered professional engineer 19673 tv2 GC-1 fiunished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding with construction. The City will, at the Developer's expense, have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector to respond to questions from the City Inspector(s) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineer's design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. 6. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn Stat. § 505.02, Subd. 1. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 7. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 8. Site Erosion and Sediment Control. Before the site is rough graded, and before any utility construction is commenced or building permits are issued, the erosion and sediment control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion and sediment control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion and sediment control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion and sediment transport. If the Developer does not comply with the erosion and sediment control plan and schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion and sediment transport at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and sediment control needs to be maintained until vegetative cover has been restored to 90%, even if construction has been completed and accepted. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion and sediment control, the City will authorize the removal of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and dispose of the erosion and sediment control measures. 196731 Q GC-2 8a. Erosion Control During Construction of a Dwelling or Other Building. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash escrow or letter of credit per lot shall also be fixrnished to the City to guarantee compliance with City Code § 7-22. 9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 10. Acceptance and Ownership of Improvements. Upon completion and acceptance by the City of the work and construction required by this Contract, the improvements lying within public easements shall become City property. After completion of the improvements, a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certifying that the project has been completed in accordance with the approved plans and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the public improvements shall be by City Council resolution. 11. Claims. In the event that the City receives claims from laborers, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted with the City, and if the claims are not resolved at least ninety (90) days before the security required by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125% of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees. 12. Park Dedication. The Developer shall pay full park dedication fees in conjunction with the installation of the plat improvements. The park dedication fees shall be the current amount in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council resolutions. 13. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless otherwise approved by the City, trees not listed in the City's approved tree list are prohibited. The minimum tree size shall be two and one-half (2'h) inches caliper, balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line) along public streets. In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer or lot purchaser shall sod the boulevard area and all drainage ways utilizing a minimum of six (6) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the development utilizing a minimum of six (6) inches of topsoil as base. 196731v2 GC-3 A landscape security equal to the value of the landscape plus 10% will be held by the city until city acceptance of the landscape installation. After satisfactory inspection by City staff, the landscaping may be accepted. Upon acceptance, 10% of the landscape value will be help for one full growing season. When final approval is given after the growing season, the remaining security will be released. If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 14. Warranty. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2) years from the date of final written acceptance. C. The required warranty period for sod, trees, and landscaping is one full growing season following acceptance by the City. 15. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 16. Existing Assessments. Any existing assessments against the plat will be re -spread against the plat in accordance with City standards. 17. Hook-up Charges. At the time of final plat approval the Developer shall pay 309/o of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot in the plat in the amount specified in Special Provision, Paragraph 8, of this Development Contract. The balance of the hook-up charges is collected at the time building permits are issued are based on 70% of the rates then in effect, unless a written request is made to assess the costs over a four year term at the rates in effect at time of application. 196731Q GC-4 18. Public Street Lighting. The Developer shall have installed and pay for public street lights in accordance with City standards. The public street lights shall be accepted for City ownership and maintenance at the same time that the public street is accepted for ownership and maintenance. A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street light for twenty (20) months. 19. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be furnished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly furnish the City "as -built" plans indicating the amount, type and limits of fill on any house pad location. 21. Responsibility for Costs. A. The Developer shall pay an administrative fee in conjunction with the installation of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such as review of construction documents, preparation of the Development Contract, monitoring construction progress, processing pay requests, processing security reductions, and final acceptance of improvements. This fee does not cover the City's cost for construction inspections. The fee shall be calculated as follows: i) if the cost of the construction of public improvements is less than $500,000, three percent (3%) of construction costs; ii) if the cost of the construction of public improvements is between $500,000 and $1,000,000, three percent (3%) of construction costs for the first $500,000 and two percent (2"/6) of construction costs over $500,000; iii) if the cost of the construction of public improvements is over $1,000,000, two and one-half percent (2'h%) of construction costs for the first $1,000,000 and one and one-half percent (1'/2%) of construction costs over $1,000,000. Before the City signs the final plat, the Developer shall deposit with the City a fee based upon construction estimates. After construction is completed, the final fee shall be determined based upon actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special Provisions. B. In addition to the administrative fee, the Developer shall reimburse the City for all costs incurred by the City for providing construction and erosion and sediment control inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 21 E of this Agreement. 196731v2 GC-5 C. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. D. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attomeys' fees. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as, but not limited to, sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. Private Utilities. The Developer shall have installed and pay for the installation of electrical, natural gas, telephone, and cable television service in conjunction with the overall development improvements. These services shall be provided in accordance with each of the respective franchise agreements held with the City. H. The developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City's base maps, GIS data base files, and converting the plat and record drawings into an electronic format. Record drawings must be submitted within four months of final acceptance of public utilities. All digital information submitted to the City shall be in the Carver County Coordinate system. 22. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 23. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer as a part of the pre -construction meeting for installation of public improvements. Trailers shall be removed from the subject property within 196731v2 GC-6 thirty (30) days following the acceptance of the public improvements unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Contract. The City is not a guarantor of the Developer's obligations under this Contract. The City shall have no responsibility or liability to lot purchasers or others for the City's failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severabi ... If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Building Permits. Building permits will not be issued in the plat until sanitary sewer, watermain, and storm sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a bituminous surface and the site graded and revegetated in accordance with Plan B of the development plans. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City s failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Release. This Contract shall run with the land and may be recorded against the title to the property . After the Developer has completed the work required of it under this Contract, at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum of ten (10) days for processing. 1. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate 1 %731 v2 GC-7 evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. J. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. K. Assignability. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. L. Construction Hours. Construction hours, including pick-up and deliveries of material and equipment and the operation of any internal combustion engine, may only occur from 7:00 a.m. to 6:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors, agents and supplies to comply with these requirements and the Contractor is responsible for their failure to do so. Under emergency conditions, this limitation may be waived by the written consent of the City Engineer. If construction occurs outside of the permitted construction hours, the Contractor shall pay the following administrative penalties: First violation $ 500.00 Second violation $ 1,000.00 Third & subsequent violations All site development and construction must cease for seven (7) calendar days M. Noise Amplification. The use of outdoor loudspeakers, bullhorns, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. N. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. O. Street Maintenance. The Developer shall be responsible for all street maintenance until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If streets become impassable, the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. The Developer may request, in writing, that the City plow snow on the streets prior to 196731v2 GC-8 final acceptance of the streets. The City shall have complete discretion to approve or reject the request. The City shall not be responsible for reshaping or damage to the street base or utilities because of snow plowing operations. The provision of City snow plowing service does not constitute final acceptance of the streets by the City. P. Stormwater Management • The Developer shall be responsible for the operation and maintenance of the private storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat. The Developer shall be responsible for cleaning and maintenance of adjacent off -site storm sewer system that receives stormwater from the plat. The Developer shall follow all instructions it receives from the City concerning the cleaning and maintenance of the storm sewer system. The Developer's obligations for cleaning and maintenance of adjacent off - site storm sewer system under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (201/o) of the storm sewer costs, shown under section 6 of the special provisions of this contract, will be held by the City for the duration of the 2-year maintenance period. • The Developer must prepare an operations and maintenance plan that provides for the protection and preservation of the private stormwater treatment devices to provide for the designed water resource benefit in perpetuity. Including contact information for person(s) responsible for maintenance as well as person(s) performing onsite inspection and maintenance duties. The City must approve operation and maintenance plans prior to permits being issued. • The Developer must enter into a maintenance agreement with the City and record that agreement against the property. • A design and planting plan for vegetated BMPs approved by the Water Resources Coordinator is required. Developer must use species native to the ecoregion. • Bio-filtration basin should be identified in sequencing. Basins should not be completed until all contributing area draining to basins are stabilized. • City staff to be called, and be on site when contractor is installing bio-filtration basin to make sure the existing subsoil is scarified 18 inches below surface in bio-filtration basin • Contractor to have written statement as part of the pre -construction meeting, the means and method of how they plan to scarify and protect the subsurface from compaction in the bio- filtration basins. • City staff or their designees shall have access to the site at all times for the purpose of stormwater inspection and maintenance activities. 196731d2 GC-9 • Developer must submit as -built plans signed by a certified engineer and approved by the Water Resources Coordinator within 90 days of final site stabilization. Q. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are fast provided, the two soil treatment sites identified during the platting process for each lot. This shall be done prior to the issuance of a Grading Pemrit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. R. Variances. By approving the plat, the Developer represents that all lots in the plat are buildable without the need for variances from the City's ordinances. S. Compliance with Laws. Ordinances. and Regulations. In the development of the plat the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District(s); 5. Metropolitan Govemment, its agencies, departments and commissions. T. Proof of Title. Upon request, the Developer shall famish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Development Contract. U. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. V. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City s building inspection department determines from observation that there may be a soils problem. On lots with fill material that have been mass graded as part of a multi -lot grading project, a satisfactory soils report from a qualified soils engineer shall be provided before the City issues a building permit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a 196731 Q GC-10 qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. W. Haul Routes. The Developer, the Developer's contractors or subcontractors must submit proposed haul routes for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose. All haul routes must be approved by the City Engineer X. Development Signs. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of developer, developer's telephone number and designated contact person, allowed construction hours. Y. Construction Plans. Upon final plat approval, the developer shall provide the Citywith two complete sets of full-size construction plans and four sets of 11"x17" reduced construction plan sets and three sets of specifications. Within four months after the completion of the utility improvements and base course pavement and before the security is released, the Developer shall supply the City with the following: (1) a complete set of reproducible Mylar as -built plans, (2) two complete fall -size sets of blue line/paper as -built plans, (3) two complete sets of utility tie sheets, (4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all utility stubs including draintile cleanouts, (6) bench mark network, (7) digital file of as -built plans in both Axf & .tif format (the Axf file must be tied to the current county coordinate system), (8) digital file of utility tie sheets in either Aoc or .tif format, and (9) a breakdown of lineal footage of all utilities installed, including the per lineal foot bid price. The Developer is required to submit the final plat in electronic format. Z. As -Built Lot Surveys. An as -built lot survey will be required on all lots prior to the Certificate of Occupancy being issued. The as -built lot survey must be prepared, signed, and dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before the as - built survey is completed. If the weather conditions at the time of the as -built are not conducive to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issued and the as -built escrow withheld until all work is complete. 196731 Q GC-11 r, RECORDING FOR: Mission Hills Date: April 25, 2018 Enclosed are the following: Final Plat Mylars no larger than 22" x 34". Per Andrea Poehler, do not mark "Official Copy" on the County copy, or they may reject the mylars Three, 1" = 200' scale paper copy of the final plat (Carver County Auditor, Assessor and Surveyor) Signed Development Contract Other: o Right of Way Vacation Resolution, o Operations Maintenance Agreement, o Site Plan Agreement, o Limited Use Permit Resolution o Zoning letter o Certificate of Compliance A' ye, recent copy of the title commitment enclosed/emailed (date: ' D JA( s5 t "� ` The City of Chanhassen has: "`� v D`C0�CkN `J Final Plat Mylars ("City Copy") 1" = 200' scale mylar reduction of the final plat 1" = 200' scale paper reduction of the final plat (with street names and lot and block numbers only) Security: $1,028,329.50 from (bank name) Cash fee: $1,049,921.46 Digital copy of the final plat in .dxf and Aif formats (.pdf compatible) in Carver County coordinates Electronic Copy of Drainage Model Notified the developer that the current year property taxes must be paid in full and any delinquent property taxes or green acres taxes must also be paid before the plat can be filed. Emailed the developer, city planner and building official regarding the status of filing the plat Provide confirmation that the documents have been submitted for recording by email to sbsmith@ci.chanhassen.mn.us, or fax to 952-227-1170. NOTES: ADDITIONAL INSTRUCTIONS: G:\PLAN\2017 Planning Cases\17-07 Mission Hills Senior Living\Documents_plat recording checklist.doc Additional instructions on reverse? Yes/No G:\PLAN\2017 Planning Cases\17-07 Mission Hills Senior Living\Documents_plat recording checklist.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA MISSION HILLS 3RD ADDITION DEVELOPMENT CONTRACT (Developer Installed Improvements) 196731v2 SPECIAL PROVISIONS 2. 3. 4. 5. 6. I TABLE OF CONTENTS REQUEST FOR PLAT APPROVAL ....................... CONDITIONS OF PLAT APPROVAL ................... DEVELOPMENT PLANS PAGE ................................................... SP-1 ............................... ........ I........... S P-1 ................................................... SP-1 IMPROVEMENTS........................................................................................................ SP-2 TIME OF PERFORMANCE.........................................................................................SP-2 SECURITY.................................................................................................................... SP-2 NOTICE......................................................................................................................... SP-3 OTHER SPECIAL CONDITIONS................................................................................SP-3 GENERAL CONDITIONS .................................. ......................................................... SP-5 GENERAL CONDITIONS 1. RIGHT TO PROCEED ........................... 2. PHASED DEVELOPMENT ................... 3. PRELIMINARY PLAT STATUS.......... 4. 9. 10. IL 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 22. CHANGES IN OFFICIAL CONTROLS .................................... IMPROVEMENTS......................................................................... IRON MONUMENTS ....................................... I............................ LICENSE ..............................GC-1 ..............................GC-1 ..............................GC-I .............................. GC-1 .............................. GC-1 .............................. GC-2 .................................................................................................................... GC-2 .. SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR OTHER BUILDING.........................................................................................c U-1 CLEANUP...................................................................................................................GC-3 ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS....................................GC-3 CLAIMS.......................................................................................................................GC-3 PARK DEDICATION..................................................................................................GC-3 LANDSCAPING..........................................................................................................GC-3 WARRANTY...............................................................................................................GC-4 LOTPLANS.................................................................................................................GC-4 EXISTING ASSESSMENTS.......................................................................................GC-4 HOOK-UP CHARGES.................................................................................................GC-4 PUBLIC STREET LIGHTING.....................................................................................GC-4 SIGNAGE.....................................................................................................................GC-5 HOUSEPADS..............................................................................................................GC-5 RESPONSIBILITY FOR COSTS................................................................................GC-5 DEVELOPER'S DEFAULT.........................................................................................GC-6 MISCELLANEOUS A. Construction Trailers........................................................................................GC-6 B. Postal Service....................................................................................................GC-7 C. Third Parties......................................................................................................GC-7 196731v2 D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. S. T. U. V. W. X. Y. Z. Breachof Contract............................................................................................GC-7 Severability.......................................................................................................GC-7 BuildingPermits...............................................................................................GC-7 Waivers/Amendments.......................................................................................GC-7 Release..............................................................................................................GC-7 Insurance........................................................................................................... GC-7 Remedies........................................................................................................... GC-8 Assignability.....................................................................................................GC-8 Construction Hours...........................................................................................GC-8 NoiseAmplification..........................................................................................GC-8 Access...............................................................................................................GC-8 StreetMaintenance............................................................................................GC-8 Storm Sewer Maintenance................................................................................GC-9 Soil Treatment Systems....................................................................................GC-9 Variances...........................................................................................................GC-9 Compliance with Laws, Ordinances, and Regulations .....................................GC-9 Proofof Title.....................................................................................................GC-9 SoilConditions................................................................................................GC-10 SoilCorrection................................................................................................GC-10 HaulRoutes......................................................................................................... GC-10 DevelopmentSigns.............................................................................................. GC-10 ConstructionPlans............................................................................................... GC-10 As -Built Lot Surveys...........................................................................................GC-11 196731v2 ii CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) MISSION HILLS 3RD ADDITION SPECIAL PROVISIONS AGREEMENT dated by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, MISSION HILLS SENIOR HOUSING OWNER, LLC, a Minnesota limited liability company (the "Developer" and "Owner). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for MISSION HILLS 3Ro ADDITION (referred to in this Contract as the "plat"). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles. 3. Development Plans. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plan A, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A: Final plat approved April 23, 2018, prepared by Sunde Land Surveying. Plan B: Grading, Drainage and Erosion Control Plan dated December 18, 2017, prepared by BKBM Engineers, Inc. Plan C: Plans for Improvements dated December 18, 2017, prepared by BKBM Engineers, Inc. Plan D: Landscape Plan dated December 18, 2017, prepared by Sperides Refiners Architects, Inc. 196731v2 4. Improvements. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Water Drainage System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading/Restoration H. Underground Utilities (e.g. gas, electric, telephone, CATV) I. . Setting of Lot and Block Monuments J. Surveying and Staking K. Landscaping L. Erosion Control 5. Time of Performance. The Developer shall install all required improvements by November 15, 2019. The Developer may, however, request an extension of time from the City Engineer. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 6. Security. To guarantee compliance with the terms of this Contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit in the form attached hereto in Exhibit C, from a bank acceptable to the City, or cash escrow ("security") for $1,028,329.50. The amount of the security was calculated as 110% of the following: Site Grading/Erosion Control/Restoration $ 156,000.00 Utilities: Sanitary, Water, Storm Sewer, Infiltration and Retention Systems $ 360,000.00 Streets $ 195,000.00 Street lights and signs (Estimate per Site Plan Agreement) $ 22,500.00 Sub -total, Construction Costs $ 733,500.00 Engineering, surveying, and inspection (7% of construction costs) $ 51,345.00 Landscaping (Estimate per Site Plan Agreement) $ 150,000.00 Sub -total, Other Costs $ 201,345.00 TOTAL COST OF PUBLIC IMPROVEMENTS $ 934,945.00 SECURITY AMOUNT (110% of 934,845.00) $1,028,329.50 This breakdown is for historical reference; it is not a restriction on the use of the security. The security shall be subject to the approval of the City. The City may draw down the security, without notice, for any violation of the terms of this Contract. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the 196731v2 2 security is drawn down, the draw shall be used to cure the default. With City approval, the security may be reduced from time to time as financial obligations are paid, but in no case shall the security be reduced to a point less than 10% of the original amount until (1) all improvements have been completed, (2) iron monuments for lot comers have been installed, (3) all financial obligations to the City satisfied, (4) the required "record" plans have been received by the City, (5) a warranty security is provided, and (6) the public improvements are accepted by the City. 7. Notice. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Michael Hoagberg, Manager Mission Hills Senior Housing Owner, LLC 17550 Hemlock Avenue Lakeville MN 55044 Phone: 952-378-4386 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Halt, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 8. Other Special Conditions. A. SECURITIES AND FEES A. $1,028,329.50 letter of credit or escrow for the developer -installed improvements, the $1,049,921.46 cash administration fee and the fully -executed development contract must be submitted and shall be submitted prior to scheduling a pre -construction meeting. The cash fee was calculated as follows: Administration fee: ($0 at 3%) _ $ 0.00 Final Plat = $ 450.00 GIS fee: $25 (plat) + ($10/parcel x 1 parcel) _ $ 35.00 Stormwater Utility fee: $126,988.46 Park Dedication fee: $478,000.00 Sewer and Water Hook -Up fee (based onl52 units): $444,448.00 Total, Cash Fee = $1,049,921.46 If the signs must be installed in frost conditions, an additional $250/post must be paid by the developer. 196731v2 B. Park and Trail Conditions 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Outlot E, Mission Hills 3rd Addition. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current residential park fee rates of $3,800 per apartment dwelling, $5,000 per twin home dwelling, and $500 per bed for continuing care units, the total park fees will be $478,000. Unit Type No. of Units Amount 'Total Ind dent Apartments 100 $3,800/unit 5380,000 Assisted Living/Memory Care 36 $500/bed $18,000 Rental Twin Homes 16 $5,000/side $80,000 Total $478,000 C. Engineering Conditions: 1. The Surface Water Utility fees are $126,988.46. These shall be due with the final plat." 2. The applicant must prepare an operations and maintenance plan that provides for the protection and preservation of the stormwater best management practices (BMPs) to provide for the designed water quality benefit in perpetuity. This plan must be approved by the City of Chanhassen Water Resource Coordinator. 3. The applicant must enter into a maintenance agreement with the City and record that agreement against the property. 4. Retaining wall shall not be constructed on top of the storm sewer run from STRM #31 to STRM #32 — Condition Added. 5. The top and bottom wall elevation must be revised to correspond with the proposed contours on the southwestern retaining wall. 6. The turnaround for the dead-end parking aisles in the main parking lot must be 10 feet by 26 feet. 7. The driveways entering the parking lots for the main building must be widened to accommodate the fire truck turning movement. 196731v2 8. The current plan set shows an approximately 14-foot drop at 90.28%. This elevation drop must be an inside drop, per Chanhassen standard detail plate, within a sanitary manhole structure. 9. This parcel has paid the City for one water and sanitary service hook-up. The existing hook-ups shall be used as a credit for the main building. All additional units must pay a water and sanitary service partial hook-up fee at the time of final plat. 10. The watermain crosses a draintile approximately at Station 7+92. This crossing must have an elevation separation of 18". D. Building Official Conditions: 1. The street -name "Oriole", shown on the submitted documents, is not acceptable. E. Fire Marshall Condition: 1. Prior to release of surety for the utilities constructed as part of this project, the developer shall provide hydraulic calculations to verify water availability under fire conditions of the main building. The design shall provide adequate water flow to support two elevated master streams while the main building is experiencing fire conditions. F. Construction Plan Review Conditions: Retaining wall shall not be constructed on top of the storm sewer run from STRM #31 to STRM #32 — Condition Added. 2. The turnaround for the dead-end parking aisles in the main parking lot must be 10 feet by 26 feet. The current plan set shows an approximately 14-foot drop at 90.28%. This elevation drop must be an inside drop, per Chanhassen standard detail plate, within a sanitary manhole structure. 4. The Architect's signature date shall be updated to include a month/day/year format. The electrical site plan shall be certified. 6. The private streets shall be renamed to Aldrich Lane and Aldrich Drive. The low area where Filtration Basins #1 and #2 ultimately discharge on the south end of the site shall be graded and protected to convey the water to the existing 36-inch 196731 v2 stormwater pipe that connects to the MnDOT TH 212 system. The discharge piping from Filtration Basin #2 does not align well with the 36-inch pipe and the conveyance means need to be further clarified and designed. 8. The grading plan must clearly indicate the location and elevation of the Emergency Over - Flows (EOFs) for the Filtration Basins. 9. The NPDES construction permit must be applied for and granted to the applicant prior to any earth -disturbing activities. 10. Stockpile locations shall be determined and shown on the plans. 11. The following materials are prohibited for retaining wall construction: Smooth face, poured -in -place concrete (stamped or patterned is acceptable), masonry, railroad ties, and timber. 12. Retaining walls taller than six feet shall not be constructed with boulder rock. 13. Any wall taller than four feet must be designed by a Professional Engineer licensed in the State of Minnesota. 14. If a retaining wall is taller than six feet, a fence or other barrier is required to provide separation from any drive or walkway within 10 feet. 15. The developer's engineer shall submit documentation that the street pavement section meets a 7-ton design. 16. The parking lot aisles must be a minimum of 26 feet wide with 18-foot long parking spaces. The 24-foot aisle width designed would require 20-foot long parking spaces. 17. Pedestrian ramps shall meet current ADA requirements. 18. All watermain and sanitary sewer main constructed in this project shall be privately owned and maintained. The utility design must meet the city's requirements for public utilities. 19. The current plan set shows an approximately 14-foot drop at 90.28% at the connection to the existing sanitary sewer stub for the parcel. The design indicates the use of two elbows to adjust the elevation of the sanitary sewer within the site. This elevation adjustment must be created with an inside drop within a sanitary manhole, per the city of Chanhassen standard detail plate. 196731v2 20. The developer shall remove the existing gate valve on the water service tie-in under West 86th Street. 21. Install clean -outs on the sanitary service piping to the twin homes at horizontal bend locations. 22. Install curb stops on each water service pipe to the twin homes. Install riser under a driveway casting similar to the draintile clean -out detail. 23. The plans shall label all of the sump catch basins and the aprons on the plan sheets. 24. Create profile views for all of the trunk storm sewer. The line from Filtration Basin #3 to SSMH #19 is not included. Include pipe crossing elevations to verify required clearance. 25. Pretreatment shall be provided for all filtration basins accepting water from driving and parking surfaces. 26. The hook-up fees for the main building are due with the building permit. 27. All work with the MnDOT right-of-way or the Carver County right-of-way shall be approved and permitted by the respective agency. 28. The site shall be compliant with the City of Chanhassen's MS4 permit. 29. The proposed BMPs shall be privately owned. 30. The infiltrometer testing results for each basin shall be submitted to the city to verify the infiltration rate prior to release of the security for the filtration basins. 31. It is the applicant's responsibility to assure that permits are received from all other agencies with jurisdiction over the project. 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. 19673 M (SEAL) STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) Signature Page to Development Contract Mission Hills Yd Addition CITY OF CHANHASSEN BY: Denny aufenburger, Mayor AND: odd Gerhazdt, City Manager The foregoing instrument was acknowledged before me this Zq day of 2018, by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, ot the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. I#JENNIFER �iv. 4 n •It 196731Q MISSION HILLS SENIOR HOUSING OWNER, LLC: M STATE OF MINNESOTA ) ( as. COUNTY OF ) Michael Hoagberg, Manager The foregoing instrument was acknowledged before me this day of April, 2018, by Michael Hoagberg, Manager of MISSION HILLS SENIOR HOUSING OWNER, LLC, a Minnesota limited liability company, on behalf of the company. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 196731v2 9 E)CMIT "Alf TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: Lot 1, Block 1, MISSION HILLS 3RD ADDITION, according to the recorded plat thereof, Carver County, Minnesota. 196731v2 EXII"IT "B" To Development Contract GENERAL CONDITIONS 1. Right to Proceed. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the plat has been recorded with the County Recorder's Office or Registrar of Title's Office of the County where the plat is located, and 4) the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Phased Development. If the plat is a phase of a multi -phased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 3. Preliminary Plat Status. If the plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 4. Changes in Official Controls. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 5. Improvements. The improvements specified in the Special Provisions of this Contract shall be installed in accordance with City standards, ordinances, and plans and specifications which have been prepared and signed by a competent registered professional engineer furnished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding with construction. The City will, at the Developer's expense, have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector 196731v2 B-1 to respond to questions from the City hlspector(s) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineer's design. The Developer or his engineer shall schedule a preconst action meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. 6. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.02, Subd. 1. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 7. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 8. Site Erosion and Sediment Control. Before the site is rough graded, and before any utility construction is commenced or building permits are issued, the erosion and sediment control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion and sediment control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion and sediment control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion and sediment transport. If the Developer does not comply with the erosion and sediment control plan and schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion and sediment transport at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and sediment control needs to be maintained until vegetative cover has been restored to 90%, even if construction has been completed and accepted. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion and sediment control, the City will authorize the removal of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and dispose of the erosion and sediment control measures. 8a. Erosion Control During Construction of a Dwelling or Other Building. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash escrow or letter of credit per lot shall also be famished to the City to guarantee compliance with City Code § 7-22. 9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 196731v2 B-2 10. Acceptance and Ownership of Improvements. Upon completion and acceptance by the City of the work and construction required by this Contract, the improvements lying within public easements shall become City property. After completion ofthe improvements, a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certifying that the project has been completed in accordance with the approved plans and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the public improvements shall be by City Council resolution. 11. Claims. In the event that the City receives claims from laborers, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted with the City, and if the claims are not resolved at least ninety (90) days before the security required by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125% of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees. 12. Park Dedication. The Developer shall pay full park dedication fees in conjunction with the installation of the plat improvements. The park dedication fees shall be the current amount in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council resolutions. 13. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless otherwise approved by the City, trees not listed in the City's approved tree fist are prohibited The minimum tree size shall be two and one-half (2%) inches caliper, balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line) along public streets. In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer or lot purchaser shall sod the boulevard area and all drainage ways utilizing a minimum of six (6) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the development utilizing a minimum of six (6) inches of topsoil as base. A landscape security equal to the value of the landscape plus 10% will be held by the city until city acceptance of the landscape installation. After satisfactory inspection by City staff, the landscaping may be accepted. Upon acceptance, 10% of the landscape value will be help for one full growing season. When final approval is given after the growing season, the remaining security will be released. If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code 196731 v2 B-3 Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 14. Warranty. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2) years from the date of final written acceptance. C. The required warranty period for sod, trees, and landscaping is one full growing season following acceptance by the City. 15. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 16. Existing Assessments. Any existing assessments against the plat will he re -spread against the plat in accordance with City standards. 17. Hook-up Charges. At the time of final plat approval the Developer shall pay 30% of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot in the plat in the amount specified in Special Provision, Paragraph 8, of this Development Contract. The balance of the hook-up charges is collected at the time building permits are issued are based on 70% of the rates then in effect, unless a written request is made to assess the costs over a four year term at the rates in effect at time of application. 18. Public Street Lighting. The Developer shall have installed and pay for public street lights in accordance with City standards. The public street lights shall be accepted for City ownership and maintenance at the same time that the public street is accepted for ownership and maintenance. A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in the plat. The fee shall be used by the City for fiunishing electricity and maintaining each public street light for twenty (20) months. 19673Iv2 B-4 19. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be furnished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly famish the City "as -built" plans indicating the amount, type and limits of fill on any house pad location. 21. Responsibility for Costs. A. The Developer shall pay an administrative fee in conjunction with the installation of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such as review of construction documents, preparation of the Development Contract, monitoring construction progress, processing pay requests, processing security reductions, and final acceptance of improvements. This fee does not cover the City's cost for construction inspections. The fee shall be calculated as follows: i) if the cost of the construction of public improvements is less than $500,000, three percent (3%) of construction costs; ii) if the cost of the construction of public improvements is between $500,000 and $1,000,000, three percent (3%) of construction costs for the first $500,000 and two percent (2%) of construction costs over $500,000; iii) if the cost of the construction of public improvements is over $1,000,000, two and one-half percent (2'/2%) of construction costs for the fast $1,000,000 and one and one-half percent (1'/2%) of construction costs over $1,000,000. Before the City signs the final plat, the Developer shall deposit with the City a fee based upon construction estimates. After construction is completed, the final fee shall be determined based upon actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special Provisions. B. In addition to the administrative fee, the Developer shall reimburse the City for all costs incurred by the City for providing construction and erosion and sediment control inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 21 E of this Agreement. C. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. 19673M B-5 D. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attomeys' fees. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as, but not limited to, sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. Private Utilities. The Developer shall have installed and pay for the installation of electrical, natural gas, telephone, and cable television service in conjunction with the overall development improvements. These services shall be provided in accordance with each of the respective franchise agreements held with the City. H. The developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City's base maps, GIS data base files, and converting the plat and record drawings into an electronic format. Record drawings must be submitted within four months of final acceptance of public utilities. All digital information submitted to the City shall be in the Carver County Coordinate system. 22. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 23. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer as a part of the pre -construction meeting for installation of public improvements. Trailers shall be removed from the subject property within thirty (30) days following the acceptance of the public improvements unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Contract. The City is not a guarantor of the Developer's obligations under this Contract. The City 196731 v2 B- 6 shall have no responsibility or liability to lot purchasers or others for the City's failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Building Permits. Building permits will not be issued in the plat until sanitary sewer, watemutin, and storm sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a bituminous surface and the site graded and revegetated in accordance with Plan B of the development plans. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Release. This Contract shall run with the land and may be recorded against the title to the property . After the Developer has completed the work required of it under this Contract, at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum of ten (10) days for processing. I. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developers work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. J. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and 196731v2 B-7 in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. K. Assianabihty. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. L. Constriction Hours. Construction hours, including pick-up and deliveries of material and equipment and the operation of any internal combustion engine, may only occur from 7:00 am. to 6:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors, agents and supplies to comply with these requirements and the Contractor is responsible for their failure to do so. Under emergency conditions, this limitation may be waived by the written consent of the City Engineer. If construction occurs outside of the permitted construction hours, the Contractor shall pay the following administrative penalties: First violation $ 500.00 Second violation $ 1,000.00 Third & subsequent violations All site development and construction must cease for seven (7) calendar days M. Noise Amplification. The use of outdoor loudspeakers, bullhorns, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract. The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. N. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. O. Street Maintenance. The Developer shall be responsible for all street maintenance until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If streets become impassable, the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance of the streets. The City shall have complete discretion to approve or reject the request. The City shall not be responsible for reshaping or damage to the street base or utilities because of snow plowing operations. The provision of City snow plowing service does not constitute final acceptance of the streets by the City. P. Stormwater Managgement The Developer shall be responsible for the operation and maintenance of the private storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat. The 19673lv2 B-8 Developer shall be responsible for cleaning and maintenance of adjacent off -site storm sewer system that receives stormwater from the plat. The Developer shall follow all instructions it receives from the City concerning the cleaning and maintenance of the storm sewer system. The Developer's obligations for cleaning and maintenance of adjacent off -site storm sewer system under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special provisions of this contract, will be held by the City for the duration of the 2-year maintenance period. • The Developer must prepare an operations and maintenance plan that provides for the protection and preservation of the private stormwater treatment devices to provide for the designed water resource benefit in perpetuity. Including contact information for person(s) responsible for maintenance as well as person(s) performing onsite inspection and maintenance duties. The City must approve operation and maintenance plans prior to permits being issued. • The Developer must enter into a maintenance agreement with the City and record that agreement against the property. • A design and planting plan for vegetated BMPs approved by the Water Resources Coordinator is required. Developer must use species native to the ecoregion. • Bio-filtration basin should be identified in sequencing. Basins should not be completed until all contributing area draining to basins are stabilized. • City staff to be called, and be on site when contractor is installing bio-filtration basin to make sure the existing subsoil is scarified 18 inches below surface in bio-filtration basin • Contractor to have written statement as part of the pre -construction meeting, the means and method of how they plan to scarify and protect the subsurface from compaction in the bio- filtration basins. • City staff or their designees shall have access to the site at all times for the purpose of stormwater inspection and maintenance activities. • Developer must submit as -built plans signed by a certified engineer and approved by the Water Resources Coordinator within 90 days of final site stabilization. Q. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the 196731v2 B-9 two soil treatment sites identified during the platting process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. R. Variances. By approving the plat, the Developer represents that all lots in the plat are buildable without the need for variances from the City's ordinances. S. Compliance with Laws Ordinances, and Regulations. In the development of the plat the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District(s); 5. Metropolitan Government, its agencies, departments and commissions. T. Proof of Title. Upon request, the Developer shall finish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Development Contract. U. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer fiuther agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. V. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City s building inspection department determines from observation that there may be a soils problem. On lots with fill material that have been mass graded as part of a multi -lot grading project, a satisfactory soils report from a qualified soils engineer shall be provided before the City issues a building permit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. W. Haul Routes. The Developer, the Developer's contractors or subcontractors must submit proposed haul routes for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose. All haul routes must be approved by the City Engineer 196731v2 B-10 X. Development Signs. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of developer, developer's telephone number and designated contact person, allowed construction hours. Y. Construction Plans. Upon final plat approval, the developer shall provide the City with two complete sets of full-size construction plans and four sets of 11"xl7" reduced construction plan sets and three sets of specifications. Within four months after the completion of the utility improvements and base course pavement and before the security is released, the Developer shall supply the City with the following: (1) a complete set of reproducible Mylar as -built plans, (2) two complete full-size sets of blue line/paper as -built plans, (3) two complete sets of utility tie sheets, (4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all utility stubs including draintile cleanouts, (6) bench mark network, (7) digital file of as -built plans in both Axf & .tif format (the Axf file must be tied to the current county coordinate system), (8) digital file of utility tie sheets in either .doc or .tif format, and (9) a breakdown of lineal footage of all utilities installed, including the per lineal foot bid price. The Developer is required to submit the final plat in electronic format. Z. As -Built Lot Surveys. An as -built lot survey will be required on all lots prior to the Certificate of Occupancy being issued. The as -built lot survey must be prepared, signed, and dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before the as - built survey is completed. If the weather conditions at the time of the as -built are not conducive to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issued and the as -built escrow withheld until all work is complete. 196731v2 B-11 EXHIBIT C Form of Letter of Credit 196731 v2 B-12 CITY OF CHANHASSEN CARVER COUNTY, MINNESOTA DATE: April 23, 2018 RESOLUTION NO: 2018-33 MOTION BY: McDonald SECONDED BY: Tiornhom RESOLUTION VACATING PUBLIC RIGHT OF WAY (TOWN ROAD) OUTLOT E, MISSION HILLS PLANNING CASE FILE NO. 2017-07 WHEREAS, pursuant to Minnesota Statutes Section 412.851, after published and posted notice of the hearing and after mailing written notice of the hearing before the hearing to each property owner affected by the proposed vacation, the Chanhassen City Council has conducted a hearing to consider the vacation of the public drainage and utility easement legally described on the attached Exhibit "A'; and WHEREAS, following the hearing and consideration of the proposed vacation, the Council has determined that it is in the public interest to vacate the public right-of-way. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen: The public right of way legally described on the attached Exhibit A is hereby vacated. 2. The vacation shall not affect the authority of any person, corporation, or municipality owning or controlling the electric or telephone poles and lines, gas lines, sanitary and storm sewer lines, water pipes, mains, hydrants, and natural drainage areas thereon or thereunder, to continue maintain the same or to enter upon such way or portion thereof vacated to maintain, repair, replace, remove, or otherwise attend thereof. 3. The City Manager is directed to file a certified copy of this Resolution with the County Auditor and County Recorder of Carver County. 4. This resolution shall be recorded prior to but concurrent with the recording of the final plat and development contract for Mission Hills 3' Addition. Passed and adopted by the Chanhassen City Council this 23 a day of April, 2017. ATTEST: odd Gerhardt, City Manager Denny Lauf nburger,Mayor YES NO ABSENT Laufenburger McDonald Tjomhom Ryan Campion EXHIBIT "A" Town Road within Outlot E, Mission Hills, according to the recorded plat thereof, Carver County, Minnesota. DEsaw,noN OF ROAD VACATM T~ RoW wfthin Outiot E. Wis6m Ms. acewOn to Um s ded plat thmeof, Caw Cmwt% mhrmsam Ot; /y\ TO" IIaO AS 91a14 H RAT Gr tlrsea WAS M K Vlrw=) 1W ..... .......... NOM l M TW W 1/4� "U&SER 8 24. T.1lik AM A VP A Ca=L=A'1UM 1 hWVbY CWtWY Vat thTs VOWY. PIM cwwt nd:a me ff wAw my drwt =Llaw� Lmd &Wwyar W� the law of Of WkWONOW OMW 06 23rd Ooy 9f Morck 20td 0 IOD 200 M"Tnnsi—w� SCALcaslvd E IN FEET F. Criaa. Pi-S. MMl. U, ita Um .%ft [ S UNDE LAND SURVErIM CERTIFICATION STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) I, Todd Gerhardt, duly appointed and Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution No. 2018-33 "Vacating Public Right of Way (Town Road) Outlot E, Mission Hills Planning Case File No. 2017-07" adopted by the Chanhassen City Council on April 23, 2018 with the original copy now on file in my office and have found the same to be a true and correct copy thereof Witness my hand and official seal at Chanhassen, Minnesota, this 25`s day of April, 2018. �'7z('" odd Gerhardt, City Manager CITY OF CHANHASSEN SITE PLAN AGREEMENT 2017-07 MISSION HILLS SENIOR LIVING SPECIAL PROVISIONS THIS AGREEMENT ("Site Plan Agreement") dated , 2018, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and MISSION HILT SENIOR HOUSING OWNER, LLC, a Minnesota limited liability company (the "Developer" and "Owner). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for construction of a 136-unit senior housing apartment with a childcare center and eight twin homes (Mission Hills Senior Living), Planning Case 2017-07 (referred to in this Site Plan Agreement as the "Project"). The land is legally described Lot 1, Block 1, MISSION HILLS 3RD ADDITION, according to the recorded plat thereof, Carver County, Minnesota 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Site Plan Agreement and furnishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: PlanA: (A0.0) Title Sheet dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan B: Plat dated Received March 17, 2017, prepared by SUNDE LAND SURVEYING. Plan C: Survey dated Received March 17, 2017, prepared by SUNDE LAND SURVEYING. Plan D: (C100) Grading, Drainage, and Erosion Control Plan dated Received March 17, 2017, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. Plan E: (C200) Utility Plan dated Received March 17, 2017, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. SP-1 196730v2 Plan F: (C300) Paving and Geometric Plan Received March 17, 2017, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. Plan G: (C301) Truck Turning Movement Plan dated Received March 17, 2017, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. Plan H: (C400) Civil Details Sheet dated Received March 17, 2017, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. Plan I: (C401) Civil Details Sheet Plan dated Received March 17, 2017, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. Plan J: (C500) Storm Water Pollution Prevention Plan dated Received March 17, 2017, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. PlanK: (AL I) Site Plan/Site Plan Detail dated Received Sheet dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan L: (A1.2) Monument Sign Details/Patio Garden Fence Details Sheet dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan M: (A1.3) Landscape Planc/Installation Details/Plant Schedule Sheet dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan N: (AI A) Planting Profiles/Rain Garden Diagram/Enlarged Planting Bed Plans Sheet dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan O: (A3.0) Exterior Elevations dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan P: (A3.1) Exterior Elevations dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan Q: (A3.2) Exterior Elevations dated Received March 17, 2017, prepared by SPERIDES RERMRS ARCHITECTS, INC. Plan R: (A3.10) Campus Views dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan S: (A3.11) Campus Views dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan T: (A3.20) Twinhome Villa Views and Elevations dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. SP-2 196730v2 Plan U: (A3.21) Twinhome Villa Design Options dated Received March 17, 2017, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan V: (M of 1) Site Photometrics dated Received March 17, 2017, prepared by Mlazgar Associates. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 31, 2019. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Site Plan Agreement, the Developer shall famish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") in the amount of $165,000.00. This amount has been calculated at a rate of 110% of the actual value of improvement and will be included in the security required by the Development Contract. The City will release the security posted in accordance with the City Code. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: MICHAEL HOAGBERG, MANAGER MISSION HILLS SENIOR HOUSING OWNER, LLC 17550 HEMLOCK AVENUE LAKEVILLE MN 55044 Phone: 952-378-4386 mhoagberg@headwatersdevelopment.biz Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. On May 8, 2017, the City Council adopted the following motion: "The City Council approves the site plan consisting of a 136-unit senior housing apartment with a childcare center and eight twin homes, Planning Case 2017-07 as shown in plans dated received March 17, 2017, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Environmental Resource Conditions: 1. The applicant shall submit a revised landscape plan for approval. The revised plan shall meet minimum bufferyard requirements. 2. Additional planting may be required along the southern half of the east property line. SP-3 19673Ov2 3. Park grade trees are not acceptable quality and will not meet landscape standards for the City of Chanhassen. Item #12 of the General Notes shall be deleted. 4. The applicant shall consider locating landscaping along the rain garden near the corner of 86a' St W and 101 to block headlight glare from turning vehicles. Building Official Conditions: 1. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. A "Code Record" is required (Code Record schematic plans may be same scale as architectural). For "Code Record" information go to MN Dept. of Labor and Industry: httv://www.dli.nm.gov/CCLD/PlanConstruction.aso 2. Buildings must be protected with automatic fire suppression systems. As required by Minnesota State Building Code and /or Minnesota State Residential Code. 3. An accessible route must be provided to all buildings, parking facilities, public transportation stops and common use facilities. 4. Parking areas, including parking garages, must be provided with accessible parking spaces dispersed among the various parking areas and building entrances. 5. Accessible dwelling units must be provided in accordance with Minnesota State Building Code Chapter 1341. 6. The building owner and/or their representatives should meet with the Inspections Division to discuss plan review and permit procedures (in particular, type of construction and allowable area issues must be addressed). Fire Marshal Conditions: 1. A three-foot clear space must be maintained around fire hydrants. 2. "No Parking Fire Lane" signs and yellow painted curbing will be required. Contact Fire Marshal for specifics. 3. Street names are required for the main road entering the project and the loop road serving the twin homes. Street signs shall be installed prior to building construction. The current street names proposed on the plan are Oriole Drive and Oriole Lane. The name Oriole has already been used within the City of Chanhassen and may not be reused within this development. Alternative proposed street names must be submitted to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. 4. Fire hydrants shall be installed and made serviceable prior to combustible construction. 5. Prior to combustible construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. SP-4 19673M 6. In lieu of afire lane to the backside of the building, additional fire protection features shall be provided, including but not limited to Class 1 standpipes installed per Fire Department requirements. 7. Provide to Chanhassen Fire Marshal radius turn dimensions for accessing the building. The concern is the center islands for getting fire apparatus to the front doors. Engineering Conditions: 1. The low area where filtration basins #1 and #2 discharge shall be modeled or the discharge pipes shall directly tie-in to the MnDOT drainage system. 2. Plans must show the location and elevations of the Emergency Over -Flows (EOFs) on the project, specifically for Filtration Basin #1, #2, #4 and #5. 3. Plans must show the style of home for the twin homes. 4. The stand-alone SWPPP document shall be submitted to the city for review with the final plat documents and will be required prior to any earth disturbing activities. 5. An NPDES construction permit must be granted to the applicant prior to any earth disturbing activities. 6. Stockpile locations shall be shown on the plans. 7. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. 8. Walls taller than six feet shall not be constructed with boulder rock. 9. Any wall taller than four feet must be designed by a professional engineer licensed in the State of Minnesota. 10. If a wall is taller than six feet, a fence or other barrier would be required to provide separation from any drive or walkway within 10 feet. 11. The developer's engineer must submit documentation that the street pavement meets a 7- ton design. 12. The developer shall incorporate the recommendations from the traffic study into their plan set. 13. The parking lot aisles must be a minimum of 26 feet wide and the parking spaces must be 18 feet long. 14. Pedestrian ramps shall meet ADA requirements. 15. The applicant shall obtain a LUP for the trail connection on MnDOT right-of-way. SP-5 196730v2 16. All water main and sanitary sewer main constructed in this project shall be privately owned and maintained and must meet the city's requirements for public utilities. 17. The plan shall use 2017 Chanhassen standard detail plates, which are available on the city's website. 18. This parcel has paid the city for one (1) water and sanitary service hook-up. The additional twin home units (7) must pay a water and sanitary service partial hook-up fee at the time of final plat. The remaining hook-up fees would be paid with the building permit. 19. The hook-up fees for the main building are due with the building permit. 20. All work within the MnDOT right-of-way must be approved by MnDOT. 21. This site will need to be compliant with the City of Chanhassen's MS4 permit. 22. The applicant's engineer will continue to work with the Watershed District to update their permit and meet requirements. 23. City staff will evaluate the design based on the requirements above until the city receives confirmation from the Watershed District that this project will be evaluated under a different requirement. The annual reduction by the proposed BMPs (Best Management Practices) are 67% removal for TSS and 60% removal for TP. This does not meet the requirements for TSS, so the design must be revised. The current design removes only 20% of the required 1.1" of impervious run-off volume. The design must be revised to meet the 1.1" volume removal. 24. The applicant shall evaluate the practicality of implementing, to the "maximum extent practicable," volume reducing practices including re -use. 25. The P8 model submitted shows an anticipated infiltration rate of 1.0"/hour, this is contrary to the MN Stormwater Manual's estimation for Type D soils: 0.06"/hour and shall be revised. 26. The construction plans shall include filtration basin cross sections and call out information about the iron filings. 27. The infiltrometer testing results for each basin shall be submitted to the city to verify the infiltration rate prior to release of the security for the filtration basins. 28. Pretreatment shall be provided for all filtration basins accepting water from driving and parking surfaces. 29. In areas where storm water is directed to the basin through a catch basin, a sump manhole, at least three feet in depth should be used, four feet is recommended. 30. The plans shall label the sump catchbasins. SP-6 19673M 31. The proposed BMPs will be privately owned. 32. Erosion control blanket shall include the swales in their entirety. 33. The design of the stormwater BMPs shall follow the guidelines of the MN Stormwater Manual unless the City Engineer agrees to a deviation for those guidelines. 34. A planting plan for the filtration features will be required before recording the final plat. 35. Staff strongly recommends using plantings rather than seed, as seed can take up to three growing seasons to establish. The city will not release security until the vegetation is established. 36. It is the applicant's responsibility to assure that permits are received from all other agencies with jurisdiction over the project. Planning Conditions: 1. The applicant shall work with staff to improve the screening of the southwesterly portion of the site through the use of berming and landscaping. 2. All rooftop and ground equipment must be screened from views. 3. The site is permitted one monument sign facing Great Plains Boulevard. Sign illumination and design shall comply with ordinance. 4. Approval of the Site Plan application is contingent upon approval of the PUD amendment, Limited Use Permit (LUP) resolution and Final Plat Approval." 8. General Conditions. The general conditions of this Site Plan Agreement are attached as Exhibit "B" and incorporated herein. SP-7 19673M CITY OF CHANHASSEN M (SEAL) STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) Gerhardt, City Manager The foregoing instrument was acknowledged before me thiedday of Matte , 2018, by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. 4KIM T. MEUWISSEN Notary Public-Minnewta y CormnL Expiry Jan 31. 2020 SP-8 196730v2 DEVELOPER: MISSION HILLS SENIOR HOUSING OWNER, LLC Michael Hoagberg, Manager STATE OF MINNESOTA ) ) ss COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 2018, by Michael Hoagberg, Manager of MISSION HILLS SENIOR HOUSING OWNER, LLC, a Minnesota limited liability company, on behalf of the company. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 SP-9 196730v2 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 2018. STATE OF MINNESOTA ) ) ss COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2018, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-11 SP-9 19673W CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) Site Plan Agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the Site Plan Agreement has been recorded with the County Recorder's and Registrar of Titles' Offices of the County where the project is located, and 4) the City Planner has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan D, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and Citys rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowing materials, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The City shall retain $3,180.00 of the posted security for landscaping for twelve (12) months following planting to secure the warranties. Provided the landscaping is in the condition required herein following such twelve (12) 19673M month period, the City shall release the remaining security to Developer within ten (10) business days of request therefore. 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses, which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall Promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Site Plan Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miseellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request C. Third Parties. Third parties shall have no recourse against the City under this Permit D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Site Plan Agreement. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the 19673M streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Site Plan Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Site Plan Agreement shall not be a waiver or release. H. Recording. This Site Plan Agreement shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as maybe deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this Site Plan Agreement shall be from 7:00 a.m. to 7:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws. Ordinances. and Regulations. In the development of the property pursuant to this Site Plan Agreement, the Developer shall comply with all laws, ordinances, and regulations of the following authorities to the extent any of the same have jurisdiction over the property's development: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Site Plan Agreement. 196730v2 N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold hamiless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or Pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. 19673M CPPY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: May 8, 2017 RESOLUTION NO: 2017-32 MOTION BY: Ryan SECONDED BY: Campion RESOLUTION AUTHORIZING LIMITED -USE PERMIT WITH THE STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION FOR NON -MOTORIZED RECREATIONAL TRAIL IN THE RIGHT-OF-WAY OF TRUNK HIGHWAY 101 NORTH OF HIGHWAY 212 WHEREAS, the City Council of the City of Chanhassen is the official governing body of the City of Chanhassen; and WHEREAS, the City of Chanhassen desires to construct a non -motorized recreational trail connection within MnDOT's Highway 101 right-of-way as a condition of the Mission Hills Senior Living Development; and WHEREAS, this non -motorized recreational trail will connect with an existing pedestrian sidewalk to promote the orderly and safe crossing of the highway; and WHEREAS, the State of Minnesota Department of Transportation requires a limited -use permit for all non -motorized recreational trails constructed within their right-of-way. NOW, THEREFORE, BE IT RESOLVED that the Mayor and City Council of the City of Chanhassen do authorize the approval of a limited -use permit for the construction, maintenance and operation of a non -motorized recreational trail within the right-of-way of Trunk Highway 101. NOW, THEREFORE, BE IT FURTHER RESOLVED that the Mayor and City Manager are authorized to execute the Limited Use Permit and any amendments to the Permit. Passed and adopted by the Chanhassen City Council this a day of May, 2017- ATTEST - ,/"'Todd Gerhardt, City Manager Denny La fenburger, Mayor YES NO ABSENT Laufenburger None Tjornhom McDonald Campion Elise CERTIFICATION STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) I, Kim T. Meuwissen, duly appointed and acting Deputy Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution No. 2017-32 "Authorizing Limited -Use Permit with the State of Minnesota Department of Transportation for Non -Motorized Recreational Trail in the Right -of -Way of Trunk Highway 101 North of Highway 212" adopted by the Chanhassen City Council on May 8, 2017 with the original copy now on file in my office and have found the same to be a true and correct copy thereof. Witness my hand and official seal at Chanhassen, Minnesota, this 10'h day of May, 2017. cx1z�-per"" KhA T. Meuwissen, Deputy Clerk CITY OF C HANHASSE N Chanhassen is a Community for Life - ProvidingforToday and PlanningforTomorrow April 19, 2018 Re: Parcel Identification #: 25-5300400 Chanhassen Carver County, Minnesota To whom it may concern: This office has been requested to confirm certain facts and circumstances concerning the current zoning and land use status of the above -referenced property: 1. The above -referenced property is located within the corporate limits of the City of Chanhassen, Carver County, Minnesota. Accordingly, the property is under the jurisdiction and is required to comply with the building codes, ordinances and regulations of the City of Chanhassen, Carver County, Minnesota. 2. The property currently is located in a district with zoning classification of Planned Unit Development (PUD) and a comprehensive plan designation of Mixed Use. The zoning classification is consistent with the comprehensive plan designation. 3. The use of the property for a 136-unit multi -tenant senior housing apartment building, eight twin homes (16 independent living units) and a daycare center is a permitted use under the aforesaid zoning classification and PUD and is consistent with the aforesaid comprehensive plan designation. 4. The property complies with the above -stated current zoning classification, PUD, and all current zoning requirements and regulations applicable thereto, and also complies with the above -stated comprehensive plan designations and all requirements applicable thereto. 5. The building site and proposed floor space area, structure, structure setback, structure height and parking will comply with ordinance requirements. 6. Any future amendments to the zoning ordinance or development approvals applicable to the property must be consistent with the aforesaid comprehensive plan designation. 7. All utility services are available to the property including water, sanitary sewer, stormwater, electric, gas, and electric. 8. The property complies with all applicable subdivision and platting requirements and maybe sold as a separate parcel. Should additional information be required of this office concerning the property, you may contact the undersigned mee 0;; Senior Planner G: PLAT 1017 Planning Cases 17-07 Mission Hills Senior Lwing2onmg Letter -Mission Hills Senior Lwing.doc PH 9s2.227.1iO0 • wwwAchanhassenan.us • FX 952.227.1i10 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 (reserved for recording) CERTIFICATE OF COMPLIANCE CERTIFICATE OF COMPLIANCE granted Aer) 1 2 2018 by the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City"). WHEREAS, the City previously entered into a Planned Unit Development Agreement/Development Contract for Mission Hills and Mission Hills 2"d Addition dated October 24, 1994 ("Original Contract"), between the City and TANDEM PROPERTIES, a Minnesota partnership by JAMES DEVELOPMENT COMPANY, a Minnesota corporation and general partner of Tandem Properties ("Tandem" or "Developer"). The Original Contract was recorded on December 30, 1994 with the Carver County Recorder as document number A175889; WHEREAS, Tandem conveyed Outlot E, Mission Hills (the "Property") to Aloysius H. Klingelhutz and Mary Jane Klingelhutz, trustees and successor trustees of the Aloysius H. Klingelhutz and Mary Jane Klingelhutz Trust Agreement dated April 25, 1991 ("Klingelhutz Trust") pursuant to a Quit Claim Deed dated November 21, 1995 and recorded November 22, 1995 as Carver County document number Al88047; and 19722ovl WHEREAS, the Klingelhutz Trust conveyed the Property to Aloysius Henry Klingelhutz and Mary Jane Klingelhutz, Trustees of the Aloysius Henry Klingelhutz Revocable Trust U/A dated July 8, 1997 and Mary Jane Klingelhutz and Aloysius Henry Klingelhutz, Trustees of the Mary Jane Klingelhutz Revocable Trust U/A dated July 8, 1997 ("Successor Trust") pursuant to a Warranty Deed dated July 13, 2005 and recorded July 29, 2005 as Carver County document number A419883; and WHEREAS, the Successor Trust conveyed the Property to Klingelhutz Farms, LLC, a Minnesota limited liability company, pursuant to a Trustee's Deed dated February 1, 2012 and recorded February 28, 2012 as Carver County document number A550537; and WHEREAS, Klingelhutz Farms, LLC conveyed the Property to MISSION HILLS SENIOR HOUSING OWNER, LLC, a Minnesota limited liability company ("Successor Developer") pursuant a Limited Warranty Deed dated January 31, 2017 and recorded February 28, 2017 as Carver County document number A641830; and WHEREAS, the City has been requested by the Successor Developer to issue a Certificate of Compliance pursuant to paragraph 21.H. of Exhibit "B" of the Original Contract concerning the Property; and WHEREAS, the development work has been completed, all fees have been collected, all warranties have expired, and the City has determined that it is appropriate to issue such a certificate. NOW, THEREFORE, BE IT RESOLVED BY THE CHANHASSEN CITY COUNCIL: With the exception of levied and pending special assessments, if any, created by the aforementioned Original Contract, the Property is hereby released from the financial obligations created by the Original Contract for Mission Hills and Mission Hills 2°d Addition recorded as document number A175889. 1972200 2. The City further certifies that the Original Contract is in full force and effect with respect to the properties referenced therein as of the date hereof. IN WITNE S WHEREOF, the City has caused this Certificate of Compliance to be executed this day of &-,I , 2018. CITY OF CHANHASSEN (Seal) By odd Gerhardt, City Manager STATE OF MINNESOTA ) ) ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this _Z day of T' 2018, by Todd Gerhardt, the City Manager of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. JENNIFER ;32=,Nn My DRAFtED BY: CAMPBELL KNursoN, Professional Associadon Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 RNK i ar/ ,.� ,L 197220vl Form No. 1068-2 aZ AN F, kI, Commitment No.: NCS-692077-1- Page Number: MPLS 1 First American Title Insurance Company National Commercial Services 121 South 8th Street, Suite 1250 Minneapolis, MN 55402 March 7, 2018 Steven C. Cox Fabyanske, Westra, Hart & Thomson, PA 333 South 7th Street, Suite 2600 Minneapolis, MN 55402 Phone:(612)359-7600 Fax:(612)359-7602 Customer Reference: Mission Hills Senior Living Order Number: NCS-692077-1-MPLS Escrow Officer: Marissa ]. Ulstad Phone: (612)305-2008 Property: Mission Hills, Chanhassen, MN Attached please find the following item(s): Commitment Thank You for your confidence and support. We at First American Title Insurance Company maintain the fundamental principle: Customer First. First American Tide Insurance Company Form No. 1068-2 Commitment No.: NCS-692077-1- Page Number: MPLS 2 First American Title Insurance Company INFORMATION The Title Insurance Commitment is a legal contract between you and the company. It is issued to show the basis on which we will issue a Title Insurance Policy to you. The Policy will insure you against certain risks to the land title, subject to the limitations shown in the policy. The Company will give you a sample of the Policy form, if you ask. The Commitment is based on the land titre as of the Commitment Date. Any changes in the land title or the transaction may affect the Commitment and the Policy. The Commitment is subject to its Requirements, Exceptions and Conditions. This information is not part of the title insurance commitment. TABLE OF CONTENTS Agreement to Issue Policy Schedule A Page 3 1. Commitment Date 4 2. Policies to be Issued, Amounts and Proposed Insured 4 3. Interest in the Land and Owner 4 4. Description of the Land 4 Schedule B-1 - Requirements Schedule B-2 - Exceptions Conditions YOU SHOULD READ THE COMMITMENT VERY CAREFULLY. If you have any questions about the Commitment, please contact the issuing office. Form No. 1068-2 Commitment No.: NCS-692077-1- Page Number: MPLS 3 COMMITMENT FOR TITLE INSURANCE Issued by First American Title Insurance Company Agreement to Issue Policy We agree to issue a policy to you according to the terms of this Commitment. When we show the policy amount and your name as the proposed insured in Schedule A, this Commitment becomes effective as of the Commitment Date shown in Schedule A. If the Requirements shown in this Commitment have not been met within six months after the Commitment Date, our obligation under this Commitment will end. Also, our obligation under this Commitment will end when the Policy is issued and then our obligation to you will be under the Policy. Our obligation under this Commitment is limited by the following: The Provisions in Schedule A. The Requirements in Schedule B-1. The Exceptions in Schedule B-2. The Conditions. This Commitment is not valid without Schedule A and Sections 1 and 2 of Schedule B. Form No. 1068-2 Commitment No.: NCS-692077-1- Page Number: MPLS 4 Revision Information: #1: revised Items 1 and 2, Sch. A; added Reqs. to Sch. B-1; revised Exceptions 7 and 8, Sch. B-2; added Exception 17 to Sch. B-2 6,e7:14 0IL1 i4I.1 1. Commitment Date: February 28, 2018 at 7:30 A.M. 2. Policy or Policies to be issued: (A) ALTA Owner's Policy Proposed Insured: (B) ALTA Loan Policy Proposed Insured: Bremer Bank 3. (A) The estate or interest in the land described in this Commitment is: Fee Simple (B) Tide to said estate or interest at the date hereof is vested in: Amount $29,650,000.00 Mission Hills Senior Housing Owner, LLC, a Minnesota limited liability company 4. The land referred to in this Commitment is situated in the City of Chanhassen, County of Carver, State of Minnesota, and is described as follows: Outlot E of the plat of Mission Hills, Carver County, Minnesota, said plat being of record at the Carver County Recorder's Office, excepting therefrom the existing right-of-way as taken for Trunk Highway. Abstract Property. Form No. 1068-2 SCHEDULE SECTION ONE REQUIREMENTS The following requirements must be met: Commitment No.: NCS-692077-1- Page Number: MPLS 5 1. Pay the agreed amounts for the interest in the land and/or the mortgage to be insured. 2. Pay us the premiums, fees and charges for the policy. 3. Documents satisfactory to us creating the interest in the land and/or the mortgage to be insured must be signed, delivered and recorded. 4. Evidence satisfactory to the Company that the execution and delivery of the instruments evidencing the estates to be insured were properly authorized. 5. The standard form of Seller's and/or Purchaser's Affidavit, satisfactory to the Company, is required. 6. This transaction appears to involve new construction, please contact First American as to the necessary requirements. 7. Mortgage from Mission Hills Senior Housing Owner, LLC, a Minnesota limited liability company, to Bremer Bank in the amount of $ 29,650,000.00. 8. Additional requirements, if any, to be determined. Form No. 1068-2 SCHEDULE B SECTION TWO EXCEPTIONS Commltment No.: NCS-692077-1- Page Number: MPLS 6 Any policy we issue will have the following exceptions unless they are taken care of to our satisfaction: 1. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records, or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. 2. Discrepancies, conflicts in boundary lines, shortages in area, encroachments, or any other fact which a correct survey would disclose, and which are not shown by public records. 3. Any facts, rights, interests, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. 4. Easements, claims of easement or encumbrances which are not shown by the public records. 5. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown in the public records. 6. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. (ZeJ 7. Real estate taxes payable in the year 2017 in the amount of $36,462.00 total; first half paid, second half paid. Tax Parcel No. 25.5300400 Real estate taxes and assessment installments, general and special, for the year 2018, and thereafter, a lien not yet due or delinquent. �. 8. Levied and pending special assessments, if any. Note: An assessment search has been ordered. 9. Rights of tenants under unrecorded leases. 10. Easements for drainage and utility purposes as shown on the recorded plat of Mission Hills. 11. Town Road as shown on the recorded plat of Mission Hills. 12. Easement for road purposes as contained in the warranty deed dated April 25, 1991, recorded May 1, 1991 as Document No. 123494. Form No. 1068-2 Commitment No.: NCS-692077-1- Page Number: MPLS 7 13. Easement for drainage and utility purposes together with the right of ingress and egress and any incidental rights in favor of the City of Chanhassen as contained in the Easement Agreement, dated November 4, 1994, recorded November 14, 1994, as Document No. 173993. 14. Covenants, conditions, restrictions, obligations, provisions, and easements as contained in the Planned Unit Development Agreement/Development Contract, dated October 24, 1994, recorded December 30, 1994, as Document No. 175889. 15. Subject to the rights of the State of Minnesota and/or the public in and to Trunk Highway No. 312 and Trunk Highway No. 101 as shown on Minnesota Department of Transportation Right of Way Plat No. 10-17, recorded October 19, 2004 as Document No. 399301, on Minnesota Department of Transportation Right of Way Plat No. 10-31, recorded December 14, 2005 as Document No. 431062 and as currently located and traveled. 16. Restricted access from the land to Trunk Highway No. 312 and Trunk Highway No. 101 in favor of the State of Minnesota as shown on Minnesota Department of Transportation Right of Way Plat No. 10-17, recorded October 19, 2004 as Document No. 399301, on Minnesota Department of Transportation Right of Way Plat No. 10-31, recorded December 14, 2005 as Document No. 431062, as referenced in the Trustee Deed dated February 7, 2002, recorded February 12, 2002 as Document No. 308045; and which interest was further conveyed to the County of Carver in the Quit Claim Deed dated June 24, 2013, recorded October 17, 2013 as Document No. 585837 with continued reference to the restricted access. OeyJ 17. Equipment Parking License Agreement, dated March 1, 2018, by and between Mission Hills Senior Housing Owner, LLC, a Minnesota limited liability company, and Engelsma Construction, Inc. Form No. 1068-2 Commitment No.: NCS-692077-1- Page Number: 14P15 8 1. DEFINITIONS (a)"Mortgage" means mortgage, deed of trust or other security instrument. (b)"Public Records" means title records that give constructive notice of matters affecting the title according to the state law where the land is located. 2. LATER DEFECTS The Exceptions in Schedule B - Section Two may be amended to show any defects, liens or encumbrances that appear for the first time in the public records or are created or attached between the Commitment Date and the date on which all of the Requirements (a) and (c) of Schedule B - Section One are met. We shall have no liability to you because of this amendment. 3. EXISTING DEFECTS If any defects, liens or encumbrances existing at Commitment Date are not shown in Schedule B, we may amend Schedule B to show them. If we do amend Schedule B to show these defects, liens or encumbrances, we shall be liable to you according to Paragraph 4 below unless you knew of this information and did not tell us about it in writing. 4. LIMITATION OF OUR LIABILITY Our only obligation is to issue to you the Policy referred to in this Commitment, when you have met its Requirements. If we have any liability to you for any loss you incur because of an error in this Commitment, our liability will be limited to your actual loss caused by your relying on this Commitment when you acted in good faith to: comply with the Requirements shown in Schedule B - Section One or eliminate with our written consent any Exceptions shown in Schedule B - Section Two. We shall not be liable for more than the Policy Amount shown in Schedule A of this Commitment and our liability is subject to the terms of the Policy form to be issued to you. 5. CLAIMS MUST BE BASED ON THIS COMMITMENT Any claim, whether or not based on negligence, which you may have against us concerning the title to the land must be based on this commitment and is subject to its terms. Form No. 1068-2 Privacy Policy Commitment No.: NCS-692077.1- Page Number: MPIS 9 We Are Committed to Safeguarding Customer Information In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be concerned about what we will do with such information - particularly any personal or financial information. We agree that you have a right to know how we will utilize the personal information you provide to us. Therefore, together with our parent company, The First American Corporation, we have adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use of the information which you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another person or entity. First American has also adopted broader guidelines that govern our use of personal information regardless of its source. First American calls these guidelines its Fairinformation Values, a copy of which can be found on our website at www.firstam.com. Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include: • Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; • Information about your transactions with us, our affiliated companies, or others; and • Information we receive from a consumer reporting agency. Use of Information We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, including the period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or more of our affiliated companies. Such affiliated companies include financial service providers, such as title insurers, property and casualty insurers, and trust and investment advisory companies, or companies involved in real estate services, such as appraisal companies, home warranty companies, and escrow companies. Furthermore, we may also provide all the information we collect, as described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies, or to other financial institutions with whom we or our affiliated companies have joint marketing agreements. Former Customers Even if you are no longer our customer, our Privacy Policy will continue to apply to you. Confidentiality and Security We will use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to nonpublic personal information about you to those individuals and entities who need to know that information to provide products or services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy Policy and First American's Fairinformation Values. We currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. N O Denotes iron monument set marked / with P.L.S. No. 44890 �°ryry6/ / SA��R o/ o F°� o • Denotes 1/2 inch iron monument found, marked �h yti�' `'eF \'tip /-FOUND IRON with PLS No. 44890, unless otherwise noted `2\ I RLS #15475 [100.00] Denotes per plat of MISSION HILLS A The northeasterly line of Outlot E, MISSION HILLS is assumed to have a bearing of S43°34'48"E. / A J j \ / A 0. / r Ji (�i� /\I 89053'27"W 78.94 \ \ a \ (1 _ jl \, S9 447 22 W 1 50 0 50 100 �,,) ✓O 1�� i \-DRAINAGE AND r \ f 4 \ \�. OO NCR UTILITY EASEMENT - SCALE IN FEET 1 r r \ J \y �° yI IN, NW CORNER OF /-SEC. 24, T.116, R.23 I N89019'43"W I 702.06 ---- MISSION HILLS 3RD ADDIT/ON V R ' HLt NU* DOC, NO, /11 `1 \ KNOW ALL MEN BY THESE PRESENTS: That Mission Hills Senior Housing Owner, LLC, a Minnesota limited liability company, owner and proprietor of the following described property situated in the County of Carver, State of Minnesota, to wit: 1> Outlot E, Mission Hills, Carver County, Minnesota, said plat being of record at the Carver County Recorder's Office, excepting therefrom the existing right-of-way as taken for Trunk Highway. Has caused the same to be surveyed and platted as MISSION HILLS 3RD ADDITION and does hereby dedicate to the public for public use forever the ponding easements and the drainage and utility easements as created by this plat. / In witness whereof said Mission Hills Senior Housing Owner, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of -_ 20-- Li /C Signed: Mission Hills Senior Housing Owner, LLC 33 / Byits 0O\ / _FOUND IRON \ - - -- -- - - -- ti� (-RLS #15475 (0\ \ \ 18.76 -_ 2 1 ti m °^91 �// \ �\v N69°41'10"E!�X�. ", ,'ory '�iF4;, -- \\ l� N29°02'51 "W \\ '�5S00043'54"E�� lj J 1 19.02 _t_;-- --j I 10.42 s'r�t b' O (` J ;% , / \ \ -DRAINAGE AND /?\ , %•�, S48012'03"W 1 % ° •sod' \\\ UTILITY EASEMENT N42°31'35"E (!, 12.97 I/ -FOUND IRON 45.11 '°"� 1 '`,S524°05'46"W /l� RLS #12043 / N45°00'51"W �S"„yr ��DRAINAGE AND UTILITY EASEMENTD EP U / ,I A/62o4 1 C POINT OF - RIGHT OF WAY LINE PER - BEGINNING MnDOT ROW PLAT NO. OF LINE 1 ; 10-17 NORTHERLY LINE OF /0 TRUNK HIGHWAY NO. 312 / -RIGHT OF WAY LINE PER MnDOT ROW PLAT N0. 10-31 / 4 2 ` -FOUND 1/2 INCH SOLID IRON LOT 1 V\! \ 1t E O 0 �` hO N / _� C, \ uu�� p/ Cj [(^� )`C a' \\ ��v / '--DRAINAGE AND UTILITY EASEMENT / ' �� o c` Cj W I W I 1�� \ 101 F \C) yc�Q 1yt 91 °6h a v 0 00 S09057'50"E M -,- 18.59 M S27003'37"E � - DRAINAGE AND \ --26.19 tD° u` UTILITY EASEMENT \ Wij, 1 FOUND ALUMINUM �•. S06°4215711E w 10 �, I 17.51 R/W MONUMENT- ,1I - II'A/ S32°30'23"W 22.59 N , 9 1-I` N00° °I N>4 42.76„W 62 4/ 2'' 42°w a 600 BL OCK 1 _FOUND ALUMINUM DRAINAGE AND UTILITY EASEMENT -� 1 1 RLMONUMENT - o 77 in�o n - 0 0 0 �oIt n N 1 -SOUTH LINE OF OUTLOT E N89 °5025 "W 418. 38 II -NORTH LINE OF THE NW 1/4 OF SEC. 24, TAP. 116, RGE. 23 I Soh CV N 5 O�g'1 I- o - / h / SOB°43'29"W `'7 Q g / 10.52 f1\ 2 3 > /^p04 N/ N25030'21 "W'; \ �� h o/ 45.04 - Oj 0j . N73°54'43"W / �h / a0 / S82°12'33"E / 21.26--_- -FOUND IRON RLS #15475 .hN °o, Z Co <W w z W >- M a. O� of. LO LO to N00013'07"W 35.27 N N89°46'53"6 \� 29.83' £ � C M N23037'25 38.51 N55°12'03"E 31.62 -:,' .0 /I S00°00'2 p° " 00I Sgs&/s F 600-.6 .62 FOUND ALUMINUM 33p54"W S4R S81° 2Ay R/W MONUMENT-\ 0 TL)/ /A / /.r� / ///%/ /IA//1 \i A //) 7 7 i/1v/Vf\ r7/vr7Yv/--1i /Vv. L: /� A Jn fl/lT Z-)//Nf iT /1/- IA/A \/ `)/ AT Al/\ 4/1 4 -7 /V/„L/ L/ / / \ / vA7 / V% YY/'1 / i 1_/-1 / / V l/. i t/ - / / 4= 4 °/8'/7" R= /737.03 L=/30.5/ L A 4 0181/O'J A= 00..45J 'L� ?ry j O �J �4) ' ,_FOUND REBAR COUNTY OF - STATE OF _---_ This instrument was acknowledged before me on --- day of -_, 20-� by - _ of said Mission Hills Senior Housing Owner, LLC, a Minnesota limited liability company. Notary Public, _- My Commission Expires County, Minnesota [ilia I, Leonard F. Carlson, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. STATE OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me on Leonard F. Carlson, Land Surveyor Minnesota License No. 44890 day of -----, 20- by Leonard F. Carlson, Land Surveyor. Notary Public, Dakota County, Minnesota My Commission Expires ( CHANHASSEN, MINNESOTA This plat of MISSION HILLS 3RD ADDITION was approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meeting thereof helod this day of - 20-, and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statute, 505.02, Subd. I. CITY COUNCIL OF CHANHASSEN, MINNESOTA By. - - - Mayor By. __--_--_---- Clerk County Surveyor, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this --- day of 20. Luke Kranz, County Surveyor By. -- -- - County Auditor/Treasurer, Carver County, Minnesota I hereby certify that taxes payable in _ and prior years have been paid for land described on this plat. Dated this day of _- 20-. Laurie Davies, County Auditor/Treasurer By. - -- County Recorder, Carver County, Minnesota I hereby certify that this plat of MISSION HILLS 3RD ADDITION was filed this o'clock -.M. as Document No. _--__- Luke Kranz, County Recorder By- -- day of 20_- at JISUNDE LAND SURVEYING CITY OF CHANHASSEN Chanhassen is Community for Life -Providing for Today and Planning for Tomorrow MEMORANDUM TO: George Bender, Assistant City Engineer Vanessa Strong, Water Resources Coordinator Jill Sinclair, Environmental Resources Coordinator Todd Hoffman, Parks & Recreation Director FROM: Sharmeen A]-Jaff, Senior Planner DATE: December 26, 2017 SUBJ: Mission Hills Final Plat Review The final plat for Mission Hills was submitted on Wednesday, December 20, 2017 and is scheduled for City Council review and approval on January 22, 2018. Please review the conditions in the preliminary plat letter of approval, listed below, against the attached plans and confirm one of the following for each: • Condition has been met • Condition has been modified • Condition still applies • Addition of new conditions based on review of final plat documents Please respond to me no later than Thursday, January 11, 2018. The electronic version of the attached preliminary plat approval letter can be found at: G:\PLAN\2015 Planning Cases\2015- 01 Mission Hills Senior LivingfFinal P1at\2017 Final Plat Submittal Park and Trail Conditions Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Lot 1, Block 1, Mission Hills 3'a Addition. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current residential park fee rates of $3,800 per apartment dwelling and $5,000 per twin home dwelling, the total park fees will be $599,200. PH952.227.11o0• WWW.ci.chanhassen.mn.us• FX 952.227. 1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 Engineering Conditions: 1. The estimated Surface Water Utility fees are $108,921.60. These shall be due with the final plat. 2. The applicant must prepare an operations and maintenance manual that provides for the protection and preservation of the stormwater best management practices (BMPs) to provide for the designed water quality benefit in perpetuity. I The applicant must enter into a maintenance agreement with the City and record that agreement against the property." COMMUNITY DEVELOPMENT DEPARTMENT Planning Division —7700 Market Boulevard CITY OF CIIANHASSFN Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 APPLICATION FOR DEVELOPMENT REVIEW Submittal Date: PC Date: CC Date: 60-Day Review Date: Section 1: Application Type (check all that apply) (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Subdivision (SUB) ❑ Minor MUSA line for failing on -site sewers ..... $100 ❑✓ Create 3 lots or less........................................$300 El Create over 3 lots .......................$600 + $15 per lot ❑ Conditional Use Permit (CUP) ( lots) ❑ Single -Family Residence ................................ $325 ❑ Metes & Bounds (2 lots) .................................. $300 ❑ All Others.........................................................$425 ❑ Co.......$150 ........................... ❑ Interim Use Permit (IUP) justment......................................... ❑...........................ttor..........sts).......$700 ✓:*Add7ftional ❑ In conjunction with Single -Family Residence..$325 450 escrow for attorney costs)' ❑ All Others......................................................... $425 crow may be required for other applications Rezoning (REZ) evelopment contract. ❑ Planned Unit Development (PUD) .................. $750 ❑ Vacation of Easements/Right-of-way (VAC)........ $300 ❑✓ Minor Amendment to existing PUD................. $100 (Additional recording fees may apply) ❑ All Others......................................................... $500 ❑ Variance (VAR) ....................................................$200 ❑ Sign Plan Review...................................................$150 ❑ Wetland Alteration Permit (WAP) 0 Site Plan Review (SPR) ❑ Single -Family Residence ............................... $150 ❑ Administrative..................................................$100 ❑ All Others ................................................... .... $275 r❑ Commercial/Industrial Districts .......................$500 ❑ Zoning Appeal $100 Plus $10 per 1,000 square feet of building area: ...................................................... ( 9 thousand square feet) *Include ElZoning Ordinance Amendment (ZOA)................. $500 number of existing employees: 'Include number of new employees: ❑ Residential Districts...........................................$500 NOTE: When m ��,,u'�ryp494'rocessed concurrently, the fee 19{W4 for Plus $5 per dwelling unit ( 136 units) appropriate sh each application. ❑%✓ NO(IflCatlOn Sign (City to install and remove)................................................................... ............. ............................. $200 ❑✓ Property Owners' List within 500' (City to generate after pre -application meeting) . ADVIWAMPLOilli....... $3 per address (114 addresses) ❑ Escrow for Recording Documents (check all that apply)....................................................................... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑✓ Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements (_ easements) TOTAL FE $2,962.00 Description of Proposal: Adding Day Care to the inside of the Mission Hills Senior Living Apartment Building! 11 1 r.ttt..tdtCA Property Address or Location: Hwy 101 and HN 212 r� t Parcel #: Mission Hills Outlot E Legal Description: Outlot E of the plat o Is arver County, Total Acreage: 8.64 Wetlands Present? ❑ Yes ® No ( i S�1 Wn t �da (anAed Unit Develo ment PUD Present Zoning: Planned Unit Development (PUD) 3 Requested Zoning: p (PUD) El Present Land Use Designation: Mixed 0 Requested Lan~P.fW66fttj W 0 Existing Use of Property: Undeveloped ❑ Check box is separate narrative is attached. SectionProperty• Applicant APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Sperides Reiners Architects, Inc. Contact: Eric Reiners Address: 4200 . Old Shakapee Rd Phone: (952)996-9662 City/State/Zip: loo ington, MN 55437 Cell: Email: enc@sra-mn.com Fax: (952) 996-9663 Signature: Date: 3/16/17 PROPERTY OWNER: In signing this application, 1, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Mission Hills Senior Housing Owner, LLC Contact: Michael Hoagberg Address: 17550 Hemlock Avenue Phone: (952)378-4386 City/State/Zip: Lakeville, MN 55044 Cell: Email: mhoagberg@headwatersdevelopment.biz Fax: Signature: Date: 3/16117 This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this applicabork refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: BKBM Contact: Keith Matte Address: 5930 Brooklyn Blvd. Phone: (763) 843-0464 City/StatefZip: Minneapolis, MN 55429 Cell: Email: kmatte@bkbm.com Fax: Section 4: Notification Information Who should receive copies of staff reports? 'Other Contact Information: 2 Property Owner Via: Email Mailed Paper Copy Name: ❑O Applicant Via: Email Mailed Paper Copy Address: El Engineer Via: Email Mailed Paper Copy City/State/Zip: ❑ Other* Via: [:]Email ❑ Mailed Paper Copy Email: INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing (required). SAVE FORM PRINT FORM SUBMIT FORM ITEMS REQUIRED FOR FINAL PLAT CONSIDERATION The following items are required to be submitted a minimum of 30 days prior to City Council meeting and payment of a $250.00 final plat review fee: Submit three (3) sets of full size, 50 scale construction plans and specifications for staff review and redline. • Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water and storm sewer lines). The plan view must show all drainage and utility easements. • Grading and drainage plans shall show dwelling type and elevations, wetlands and wetland buffer areas, stormwater pond NWL and HWL, EOF and catch basin and storm manhole numbers. • The construction plans and specifications shall be in accordance to the City's latest edition of Standard Specifications & Detail Plates. • The plans shall include traffic signage and street light placement. 2. Drainage calculations for water quantity and quality ponding with maps showing drainage areas for pre -and post -development conditions and contributing areas to catch basins. 3. Hydraulic calculations and drainage map for the storm sewer design. 4. Tree Preservation Easements (if applicable). 5. Trail Easements (if applicable). 6. Engineer's Cost Estimate of Improvements: a. Sanitary sewer system. b. Water system. c. Storm sewer drainage system including cleaning and maintenance. d. Streets. sidewalk and trails. e. Erosion control. Site restoration (seeding, sodding, etc.). Site grading Street lights & signs Engineering, surveying & inspection Landscaping 7. Five (5) sets (folded) of final plat, one (1) set of reductions (8'/z" x 11"), and a digital copy in .tif format. 8. Digital copy of the legal description of the property in a .doc format. 9. Lot tabulations. Failure to provide any of the above items by the required deadline will result in delaying consideration of final plat before the City Council. Updated 11-29-06 g:\plan\2017 planning cases\17-07 mission hills senior living\final plat submittal.doc SRa. ' TRANSMITTAL TO: Sharmeen AI-Jaff City of Chanhassen 7700 Market Blvd Chanhassen, MN 55317 FROM: Eric A. Reiners, AIA PROJECT NAME: Mission Hills Senior PROJECT NO: DATE 12/19/2017 The items below are transmitted 4200 W. Old Shakopee Rd. #220 Bloomington, MN 55437 (952) 996.9662 (952) 996.9663 - fax FOR YOUR INFORMATION VIA: MAIL FOR YOUR REVIEW MESSENGERO FOR YOUR APPROVAL ❑ PERSONAL DELIVERY�X� FOR YOUR USE �X PICK-UP�� FOR YOUR RECORDS El UPS- NEXT DAYO AS REQUESTED DESCRIPTION: CITY. DATE ITEM DESCRIPTION 1 12/19/2017 Transmittal, City Application and Fee payment 7 12/19/207 _ Full size Final Plat Folded 1 12/19/2017 8.5"xll" Final Plat 3 12/19/2017 Full size Civil, Landscape and Architectural 1 12/19/2017 Jump Drive with all files digitally loaded COMMENTS: Try ,a $4 11 fill , N, e�� e� „•r7s •--�_°�-�\sf :sue•+ ba Vs , \3 °¢ o s, €! if ill -Y. :: n� _ s+ s€ k'\ ++S kale °• q l"A" S. �- so•irore' zsuosffi � � "bn,, a „� k �¢ +'¢a e+' SS Ia¢ �4� uw.i +oy +'d" i bG94•,1 C� ��•'� tz i. TH RFFig!n ,R ie i ga Kill 1l iFia ( It R Fi� b 4 Sj Sa3 [ S j C D i R:eE co� ER <� �[ sill 2 �� 1 LL OL ^ON 1Vld AVM dO 1H`Jla 10ONW AI-Jaff, Sharmeen From: Andrew Alstatt <andrewa@sra-mn.com> Sent: Friday, November 17, 2017 9:08 AM To: AI-Jaff, Sharmeen Subject: RE: Proposed Street Names for Mission Hills Awesome, the owner likes those suggestions! Thanks. Andrew Altstatt, LEED-AP I Project Manager SR 4200 WEST OLD SHAKOPEE ROAD SUITE N0.220 BLOOMINGTON. MN 55437 �urxmrn.tu�. 'NC www.sra-mn.com vuxrs w.rlut Office: 952-996-9662 Mobile: 651-324-2778 CONI IDEN I IALITY NOl ICE: The information contained in this e-mail is confidential, maybe legally privileged, and is intended only for the use of the parry named above. If the reader of this e-mail is not the intended recipient. you are advised that any dissemination. distribution, or copying of this e-mail is strictly prohibited. If you have received this e-mail in error. please notify us immediately by Telephone at 952-996-9662 and destroy this e-mail. From: AI-Jaff, Sharmeen [mailto:SAI-Jaff@ci.chanhassen.mn.us] Sent: Thursday, November 16, 2017 3:34 PM To: Andrew Alstatt <andrewa@sra-mn.com> Subject: RE: Proposed Street Names for Mission Hills Andrew, After much discussion, Aldrich Lane and Aldrich Avenue will be acceptable. It would be wise to keep the names the same when you're in the same development Sincerely, s. Sharmeen AI-Jaff Senior Planner CITY OF CHANHASSEN PH. 952.227.1134 FX. 952.227.1110 www.ci.chanhassen.mn.us LfT From: Andrew Alstatt [mailto:andrewa@sra-mn.com] Sent: Thursday, November 16, 2017 12:17 PM 6 xfi zEaE4 YE ^. f=jjS 3Y t m � �.�i g 1,14 n d 8 S ��pn$ ('y.; `, � i § F♦ g�xi� L 63 E ryeF g Y � r\ f / all .Y" C' �� ! 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PROPOSED GTCX BA9N FKKMD E WATERS EDGE DRIVE N PROPOSED GTE �VEµ PROPOSED N$WANT EXSTING GTE VA -A - - EXISTING NNORMR _ - - Ex5TING WAIEAYN FES B00 - -.. -- - EXISTINGGTCH [1REx2 - Ex5TING STOW ,ANNO-E SAN lm 11 Ex EXISTING STgiY SEWER HYDRANT ExISINAS $AA; Al MANHOLE Ex15TNK SwrtMV SERR INF. BAcui 1 c S OUTL0T6 \ FES 500 FES 700 ^CIRIN 802 — SNI YN 12 � DES sot ' ✓ SAR W 14 i - FES 602 Calm JD1 Ntt1RANT YT MAYWALL OCS 601 INTO GIST INTO WALL (WT.S) BY s*W�A \ WEIRCONSTRUCTROLE FOR I5- RCP FIECONTREIEV.� ♦00' ADpTMAI F4S x Y-0 LONG NODE FOR 12- RCPOQFNY 6-(W)•6-(X) OPFIMWEIR EL: 9JJ'80 EL: 89980 F4 O 12GRATE Fl O 12�INST SECION A-ELEV A TERTICK PRE -MIX D(W DAFIF�BAfFtF Wy WATERLESS INSTALL PNE-MIXED WEN FEAS6LE SET INVERT FOR OUTLET SEALANT WATERLESS SEALANT qK B,_M HW TO OIp,OVE PPE KIXiG PER AL V WEIR WALL AND COVER AND MINIMIZE SLOPE AROUND WALL AND AN MH AINCTDN TO ENIMMM JJNCROi TO PREVENT LEANING PREVENT LEANING 1 ELE1-904,00 6- T(W)A-(X) CPoFICE EL )DOW _ _ _ _ T- OUTLET PPE I8.0' OF 12' RCP MEN WALL (TOP EL: 902.33) CL-5 O 3.06S 6-(W)W(X) WIFICE EL: 899. ELEV: 899.30 INLET PIPE ,7 OF 15- RCP 6• yN_ CL-5 O O.ODS l 1B' uN, YAB899.60 5' T TNIGNEss • IXA TW 6- AGGREGATE BAONFI, (uNDOi SPEC. 3I49N uOpJ MANXa OUTLET CONTROL STRUCTURE WITH W 702 �SAN 1FH 13 CS BOA oAV O / EMSTING S _/b91 MYDRµi—_. _ e SANITARY SEWER SCHEDULE: STORM SEWER SCHEDULE: MH MH PfE PIPE PIPE INVERT INVERT RIM STRUCTURE MANHOLE PIPE TYPE FROM TO O.D. SLOPE LENGTH FROM TO ELEV SUE BUILD SOUINSDE WIT Ex PPE RB682 BM.82 RN. y 211S Spt-Z6 PVC W12 jiml, 1 S OOA4 99A WWI Raw 9190 N 14,25 SDI YN 1] W 13 6 Pdm T2 SM28 NNAO 91026 M ll.cojs N PVC YX 1A W12 9 O.W60 .3 9gT]9 K4b 9,A,T4 M 12995g1-]S PVC YH 15 W14 9 . 1]21 597.54 M895 aw,54 y 11 C05pLS5PVG ONLY 0 20 40 BID P NOZ FOP O 0 SCALE IN FEET Isms P.DM PaSLO P. TYPE PIPE PIPE FROM I TO RIM ST0. CMT BUILD FROM TO D PNI S LENOTHEFnV IS INVERTRaMRTE YP TYPE (FT) FEE 6m OCS801 18 ow RCP 1467 Raw 899.60 O.M OCEpI FESM +2 am RCP law II I 89W& am FETAL lm6@ Calmar, 1a an HICK 1M® 413 Raw MQ MV 48 R-IM SIR CBW Al FES TD 1a ON RDP Will 4A5 N9]8 &ROD 106.31 AS R-305T B 6.57 COW CBWXO t5 147 ICPIF 8123 am MILES M15 glow 27 RA]l3 3.95 CpWSW mm Mt 16 0.30 ICPE inn 975 Tw.BS 0M.56 MIND M RJ06AVB 4.0 LEW502 CBWM 15 EIO HOPE 111ID 120 R11A9 W+65 W'N_ 48 RJ767-V8 6]I CaW60+ FESw 15 218 FCP X71 7.74 8R950 Ma.a9 mon M R1N3 620 FES 60+ FES Fm IS I 00 RCP ]Om 5.m B066D 9B 50 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612,758,3080 MAN 612.758.3099 FAX w .alliarN4nc.com J aULI J � a m a rn F 5 y i % Z Y Q J a w Z a IOU g N a J In Q W J_ W Q U a 7 I Fenby uylilr Mal Mi• plan, •peclllcellen. er r•pon .a m Prwar.a br w• p�F OirM •�p•m anG <1 I a uc•xs.a 51pSIIO PppFL5XAL EXQxf ER unCw Me Ip pl M• Slal• of wxESOTA xuN nuscx. rt M• Ilmn M. OYNITY ASSLIWCE/GONTEOL xsIRR¢ Nw M. E. PROJECT M0: 116-OI99 21 sxm 21 of 29 Decorative Colonial AI s�r •4% J)1.14�te WEST PARK CHANHASSEN, MINNESOTA 1 m BL CK 10 0 2 A 5 4 3 2 1 o 3 z�- �� 4 0 15 I1. �• A • 0 1 GREAT PAINS 80OL6VgRO 6 ALLIANT 5-23 17 zi z J a Lj UNIT COUNT: TO WNHOME UNITS = 75 TWINHOME UNITS = 18 HEDLUND CHANHASSEN SITE AMMO c aVU%92Mr -,wit fm EAGM, ON OTA CONCEPT NIK EAOA", (651) 4 5 8800 FAY- (851) 4O'.S—aaOS FAX 851 {O�EBOB Go -It, Date 10/20/14 Rev. A rm al - I I I I I i N 0 w 120 240 50.1LE m I i s8 �Ya 10 WEST PARK CHANHASSEN, MIN NESOTA 3�'u SEN �-► i TMMATIM1 1 VIUMIIY MAY NOT TO SCALE SHEET INDEX NO. COVERSHEET I DETAILS 2-3 EXISTING CONDITIONS SURVEY 4-5 SITE, LIGHTING, AND SIGNAGE PLAN 6 GRADING AND DRAINAGE PLAN 7-8 EROSION AND SEDIMENT CONTROL PLAN 9-10 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 11 SANITARY SEWER AND WATERMAIN PLAN 12 SANITARY SEWER AND WATERMAIN PLAN AND PROFILES 13-14 STORM SEWER PLAN IS STREET PLAN AND PROFILES 16-17 STREET INTERSECTION DETAILS 18 TREE CANOPY COVERAGE PLAN 19 TREE INVENTORY AND PRESERVATION PLAN 20 LANDSCAPE AND REFORESTATION PLAN 21 LANDSCAPE SCHEDULE, NOTES AND DETAILS 22 LANDSCAPE DETAILS 23 DEVELOPER PULTE HOMES 7500 OFFICE RIDGE CIRCLE SUITE 325 EDEN PRAIRIE, MN 55344 PH: 952-988-8224 CONTACT: PAUL HEUER EM: Paul Heuer@PulteGroup.wm CONSULTANT ALLIANT ENGINEERING, INC 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-758-3080 FX: 612-758-3099 ENGINEER MARK RAUSCH LICENSE NO. 43480 EM: mmmh@alliam-inc.wm SURVEYOR DENNIS B. OLMSTEAD LICENSE NO. 18425 N EM: dolmstead@alliant-inc.com LANDSCAPE ARCHTTECT MARK KRONBECK LICENSE NO. 26222 EM: mkronbeck@alliant-inc.wm Pu'� a ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3060 X N 612.758.3099 EPIC w alliaM-inccom J a H m ~ rn X > F W II— < J LLI I W a 2 p 3 x LL U I Ne.eq cameo m.� m.. Pm� .Po�Ifi.ollon, r.Pa:1 P.mo..a er �.e.• •uP.rvi(on a mm I ewr u...uane YROfCSSIONLL EXGNELP unG.r YINNESOi. I N..X uu¢ul. rc s.En 1 of 23 a—r y �y `IN— f C011CAER N IN BLM%ING 041lYSL N1.v11En '—` 1W2 ', N`N 4w Rt T,Np r A cpNNR w IN A }il� •r _ y Ra,�lfr 1�•6yta� InlraFlow -Inside Drop System Y'...' s � i arm oOK1NIK11P1 AT GTpI BASH OYmYn ®"NIIFNI 1" 3,m �xo •® F.P¢AL vDN6V' MS1ALJilgi •�.�-7L F� Ilk s �w ON YPNxLLE CASTING AND �� ADLS^HG DE*/4 uNc [Ounl[M '•" 2111 L 'N[ mIf RV w min MRIL mmsa oDAtenT —` J101 s ...... 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UOrt9Y mvn.Ffn rd 5.1115 9�F.Ed1 fm WRIPS wig OfMIT 1pli O< Yi Of FROJEC Tt.AM" R ooucr ofsc =*a �o-�Wafv�n vwr. ' '•'"0f° eR"mE aRlRm CWIKI f �� RryrlhD M, -ud1 a. 6• „BSQY,R 1q KNS ^4, K .INKY Q O, OF.I OI'J d�z4 PI+RI R Mrzs Aa m.a YW 'w"cors�c �fvR a aysasnu oN s K ware wnaano wry rWra u-reRYc . ,1+. vh ., I r .. �f I oEsuBRuorr RKO �1 D9mWG rtIMIIOIr t-- 511� t i misliv ALLIANT 233 Park Ave S Ste 300 Minneapolis, MN %415 612 756.3030 NON 612.756.3099 EAr w .alliam-inc.com J w m i to Y � Q J a a Z w 3 i N...Nr mRlr nln m�. po+ R.�g1RM am >�.iw.. mr ewf uo.n..a MMsSAMAL [NfAM[R unN A- IM b.t R»MEmrA 015AI1fT ASSURARWCWlIIlX n DRrz AY 3 of 23 I 0 25 50 IDO SCALE N FEET LEGAL DESCRIPTION pyctl I Pwl Of Me Nppeesl QrYler of the N"shot Quarter of SaCtim 24, TpmeAip 116. flange 23. Carts Caum, Yn sead. =e ihea as fdlaes, Canmmcit, Ot the nvlhent cvnv of the Nvtheest Wore, of seat Sectim 24. Mor Ce m an wmed behind at South 89 degrees 19 minutes 43 secmOs East clang the North line of said Narmerst Wmly 336.00 Met, theme South 25 degrees 26 minutes 43 seconds East 120.38 Met 10 0 point m Me cmterine of State N'ghWay Number 101 sorb point bong Me point OI asginnmg Of the tract le be deacrLM: thence eestvly alone spa cmlMine dear, a n la ,antiel cu Met is mrr Concome to the marts, seas e honing o mVd angle OI 09 sigtta 11 minutes 57 xcondu, a radws length of 521 t5 feet, m we Iegh of N 73 feel, a ehd bowng of Scam 74 degrees, 12 mutes 13 mends West and a chord Ionglh of 9962 feet; thence South 79 degrees 3B minutes 53 area West .1-9 said mlMine and tangent 10 last deaLod c - 16344 feel; thence southwesterly Mang said centetlne along a tangential cmm that is cl eeto the southeast, goes g w homing a control ongle of 19 deees Se minutes 53 SOOMW, a resus lengls of 231.87 feel, an hom9th of 79.W feel: hcce cmfnuil9—11hrmslor, 0-9 said cenesm. pang a comou pnd se that is Conepea to the amthmst, saN pure, honing a carVp m4e of 52 de,— 18 minutes 23 ttconda, 0 mclius I" h al 12760 feel, an One Iength of 11649 lest, a chord boron., al South 33 degrees 34 minutes D seeards West, o chord length of 112,49 feet to the West the of said N«thent Oumt, Menme Souls W degrees 01 minutes 33 seconds East along said cents lne and star, the West fne of seat Northeast Worth 362. 74 feel to the South line Of the North "0 W feet of the West Hat of Its NpMeesl Whler of send Section 24; theft South 89 degrees 19 mYwles 43 march East along said South ITe 439. 13 feel to the westerly right -al -goy line of TruK Highway Num. 312, thence no-Meoslvly ding sad eeslHY ri ht.l-way Ina star, a non ton93ml'al cuM that is w to the southeast, said offers naNng a Cenbd angle of II degrees 42 mhute 56 mdl. a roNus length of 35().W feel, an are length al 71.57 lest. a Mond bowing of North 64 degrees 07 mint- 43 manes Ems a Mora length of 7144 Ittl home Nwln 16 degen 17 mutes 03 mends East tlwg foie smelerl, right-Ol-ear fne hM not langml to Me Iasi aeacrLM <.M0.0 feet: Mance normvlr along sad westerly rynl-of- 0y Ise Wong o mon tm,entb ou Mat is concave to the east said cu," having a melyd angle of O depth. 30 mir.pW 47 monad. rOhMS length of 98148 Not. an WC mMinlength f , ,00 feet, o chord bearing North 20 degrees 48 minutes Ifi mands East. a d length of 296.83 feet to Me North line of send Northeast Qlorter: thence North 89 degreM 19 mxwlef 43 seconda West dong was North fine and not tongent to lost aemfbN ou— 11828 feet to the centenife of State tutelar Plumber 101; Hence son Meesterly 6" saki centhlne dhq anon tmgential arse Mot is a re to the nwlneest, won curse horned o central angle of 20 degrees 33 nides 03 seconds, a radius length of 621On on 15 feet. o length Of 22279 feat a chord bearing of scum 5g degrees 19 mines 43 seconds West. o chore length of 221.60 feel to the pant of beginning, ParcW 2 Lot I. gored 1, Cg1My NpM. CPF Canty, slime ese. Parts 3 Let 2 Blab 2. wtewar NwM. Career Canty. limmeaM. Pw'd 4 What A. 6olewy "arm. CwrP CaunlW Yinesota. M,t,.t VICINITY MAP - AorTDscu �1Wa m i Rig 9p'"er m s 1C dfs� Y b i S LakC Su Snue v 0 d� eq ore wW ppW p. i u d '-Lot yF ¢W"ru SF f Qg, 4 prhifaY �4P W `qa, o" 4, ua Rasa � a� ..a ors S,'es p. K orb Ia ,sgA per e' Z efYl4..hffr w `p of,S�Y4 � ■ TT . m aW N NOTES +. TMegm+rwd. wephn a.ampaanwenneg anode mwd wan lydwmaanfaelnne..nmlermaa WYbevxvwepeea aYSW^'ml Tkef xay Cwryery, fibm0�01,21 ]34. aYtlNoenav d0. ]Ota. t. Te b W ors d Jde V osb dYM ens dmc.a sword m e4nef m Fyn CaNle 9! Pw Cd srsln b e fi�Yakmwewhell'nototeeeval V+iffirs ralWalYxrsm.s13n. Wev�Y a. Maur darpeWbmsgmalwnis ordwraghraaer dsbN6yerm Nuas.c dewy. Cw CawM9�veb Wd Emtl mNe Mhsds[.wb+Y SYsrR SCJWr�2wv. MSW. tpNl pm wIW seYa). 4. M dslavwen FM. 6. Te srd RaavMMpMy wwamy 134aa3mp�ve Nd h 1a5e6ma Bee ikmalanmoW. WOOTMeAe3iP.tr4atn9sN�ePha.QseYMt mfe FN tlds.,BgaeeN0iey t a1. 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F 'I - YP-ro 1Jy •' 'YI =- �Ru9 I I �I —» LEGEND — — — — p.1 q�W,mR aG rt o �rt w[Y.� pGv mn� ,Gcr a v Pm�m.>t rw( ✓�ewu e%s ralln e,GctPa nrmm R,�qm --•�-- u9AO GOOG » M M M� T� GRNv qM < � qF. W a54fi � I�alry r%r Pi%w.»Y. F[M mmFm P'pNW„w 0.[M �uW[ry ypMaHlstl Ml OYyI%vwe%I�tl 233 Perk Ave S, Ste 300 a.t.,G mar Pmrwas.re Minneapolis, MN 55415 612.758.3080 \ww owasa ausTEPn 612.758.3099 FIX ��_• A L L I A N T www.alliart4nc.com wsman ...�.[..�.. ,eas EXISTING CONDITIONS SURVEY °""" a 1 .Gam pECIQDay Call PULTE HOMES OF MINNESOTA 0 25 58 100 oAMOSAD SAW? N® 8WI GREAT PLAINS BLVD. AND 7808781 acne r-se SCFLE ET m FE LAKE SUSAN DRIVE ,loa No Iee,W CHANHASSEN, MN 55317 n 2 /�E%I$➢NC BIIUMINWS TRAIL I I WATERS EDGE DRIVE --1 I — LEGEND: EASEMENT LM BUIOMNG SEIBY:R PROPERTY LINE LOT LN£ --iijjp!�mm-Z D 20 w 80 SCALE IN FEET FLRL DEPTH SAWWT 1' FROM EOSTMD IF /_ - B'OCK 0 EMSTNG BTUMINM MR —10D0' 9gNELAD PED MT BOINDUTY STATE HIGHWAY 10 i I APPLE TREE SITE PLAN DATA (NORTH PARCEL): M = 252930010. 2502.2420 E%5nNG ZONING . RSE-SINGLE FAMILY RE40ENTML PUDR-%µNED UNIT OMLCPMERT/RESIOENN DISIMCT PRONRCI ZONING = PUDR 2030 U D USE . RESIDENTIAL LOW DERLtt RESIDENTIAL MEDKIM DENSITY MI%ED vOONSED VND USE . NO CHANCE GROSS AREA 9,133 AC RROPoSED WATERS EDGE DRAW R/Y DEDICATION 0.795 A'. NET AREA J 338 AC NET AREA WTNM SNOFEU D DSTRICT 4.I11 AC PERICEUS AREA YAMIN SHORUAND DISTRICT 89.897 SF (5020X) PRIWFY STRUCTURE SETBACKS: WATERS EDGE ORAE - 25' WE SUSAN BROW = 25' TN 101 . e0 PRNATE ROAD . 2i BACK -BAR DRIVEWAY . 22MIN. (22'-26 RANGE) SITE PLAN NOTES: 1. CONTRACTOR SMALL FIELD WRIFY THE LOCA'BONS ARE ELEVATORS OF EXISTING UTURES AND TCVOG2APHIC FEATURES. SUCH AS EXISTING CRITTER GRACE$ AT THE PROPOSED DRIVEWAYS, PRIOR 10 THE START STE GRADING THE CONTRACTOR SMALL IMMEDIATELY NOTIFY THE ENGINEER OF MY DISCREPANCIES OF V,MlATCNS FROM THE BANS 2, AL DIMENSIONS ARE TO FACE OF BUIIDNG AND/CR BACK OF CURB. WI_UMG OMENSCAS REFER TO OUTSIDE BE BUILDING FACE (TYR) UNLESS OTHERMISE NOTED. 3, REFER TO ARCHTBCTI BRIW FBR CONCRETE STOOPS ADJACEN' TO PROPOSED BUII-VNG. A. CONTINUOUS CONCRETE CURB 8 GUTTER WWCH CNANGES TYPE SMALL RAVE A MIN. FNE FOOT TRANSTRON ON WMATE ROWS. 5. A. CONCRETE CURB AND GUTTER AOACEM TO CONCRETE WALK BE SEPARATED BY A 1/2 INCH EARANSION JONT. 5. PAEMENT STRIPING SIMLL BE 4 INCH MHITE, 7. AL NORR Mn1IN THE R.O.W. STNL CpIRY WTN THE CITY EN:lrr DESIGN STANDARDS. 8. lq PARKNG FIRE I E' SKINS MUST CouhY WTH Cm ORUI-. E. THERE 6 NO PAALIEL PARKING MEWED OM PRNATE ROADS 9. ALL CURB AND GUTTER TO BE CONCRETE SURMOUNTABLE. B612. OR B618 TYPE AS NOTED. FER CRY STANDARDS. 10. STEPS MYTH YORE THAN 1 FESER. W -L REWIRE 3' WNDRNL, 11. CONTRACTOR SNAU- FIELD AEWIFY T LOCATIONS AND ELEVATIONS BE EMSTNG UTUTES AND TOPOGRAPHIC FEATURES, SUCH AS E%ISnNG GUTTER GRACES AT THE PROPOSED DRIVEWAYS. PRIOR TO THE START OF SITE GRADING THE CONTRACTOR SHALL WMEDIKTELY NOTIFY THE ENGINEER OF ANY DSCREPA S OF VAXAnCNS FROM THE PLANS. 12. STEPS N FORMED/CAST-N-PLACE SIDEWALK SHALL HAW 8' RSER. f a�IklrM W� r(Kil PAW sro aFa sIv IAr a N[< wrlll[ AR TYPICAL ROAD SECTION (24' B-B)> CONCRETE SIDEWALK ROP2 (INSET A) 0R� 1AMH ORR • ✓PAR Y40Ra> Tm�ANIRRM4pM4> PAVEMENT SECTIONS < A....A Ham. ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 5 15 612.758.3080 MAIN 612.758.3099 FA W W W.alliant-inc.com J Q N O o a m W 0 i y Z J o N a D F a JQ x W a Z H �jW i M n K>nKY uHIRW Mnl I. plan. R,HHH l . w nxwl w GnWM 6Y m> urlMr EIneI .upxrlam oM MaI 1 I e.N u.Hn.e ROFEssxNNA EIIS.. unav Io r nH S. I �IESO IKxEsoTA MAW RARM. RE MJA IRON ��we1�3aIV OLIMIIY ASSU ANCE/COMMIX pE9FMP. MR MMWN: Ell FEPIER Mp: LEb1M 6 SHOT 6 of 23 L— to M10-A N1.W90391 WATERS EDGE DRIVE ,ISOUTH P CEL j�, �E- Mw H.r L GRADING LEGEND: uNL'w, ,AcxL01 >.N. SLF RETuwuc wKL lxUt k. MCN [XPO��D Fe 9w➢wG lOpmRw! m• RROPOSED 9ASrN5 MM O1LINE W. PAD WAM RP]11 IUVATpx (AT DOOR) SCATCHTM. > > pRDppS[D STORY SEMER 4 e`ED -n VER 6TE (9%1T LNTS) YMA SIEVs — — — — — — — ppDppfED EASEMENT MA., ., StovEOK GRDVErtn LINE — SETBKN LINE - EY5TM CONTWR LOT LINE —9r3— PROpOS(p CONTOUR RI NT-OE-WAY .T3AA j9•1AA ppppO5Ep SbOT ELEVATION TREE MTEC1gN lIW15 Ty, Me TOR DE WALL ELEVATIO4 ' ' � "' � ' ' '- EXISTING VEGETATION LIMIR 9w IT 0 MTTOY M ALL ELEVATION l^`/ 1REE i0 K.(PRJTECT) �i.p1E DIRECTION OF pAINA(Z ""r5N y EMERGENCY MWILeW ROUTING ®Z O 30 w 120 SCALE IN FEET �]:L17PTH2T0SI�'? OLIROT E R 0T I LOT!It t. 'r%>> `\1 SR�� STATE HIGHWAY 101 t. w1'. S " GR 1 SrVLL SL F MAY (ROM GRpNRp DRlDAM AT . (AIDE OF 2.. ALLSwyES S HAW wErN YCVE O! } WS. 9. T fpITM TOR S L KE ME A ENT ROADWAYS FM OF DMIRS w10 mMMNT ME OFT -$RE TRACNW6 W $Dh w ACCpIgN(E wM THE REOLTREYg OT TxE CITY YIO WATERy1E0. J. 10", GOR[R WAR ONE CALL. AT (8]O)952-rrE6. All x Aayl TO START OF CO161RUCTgN. A µI- YPRO/E1g1T5 TO CWOIb WTH Cm C! CNW " 0dKTPolCT1Cx $f41QM0$ STFCYKIAYML LATEST EDRI(M 5. tXA CCMTRUCTd WIRMIRS SxML M Ayyy E AT 4L CO6TRL . ILEE55 NMS. 6. Royal TO MOTECIONRL fdPoRT W PROIECT WMYL TOR S OORFIE pR MOOMLUM AND TES REeLfICADIM T, syRP IOVSq RVi TD YN COSTgI ., yaq sraATF ax sTl[. sT CCgYE ISAIETpS Mm K wgTEMO Nmr YT n.. a. PMC1f 10 SIM Q TIACeOy, RE CONTRICWR %NA 9E IRSPoN561E TD Y RaE TIW AL MOL RED VNMS wD MiROVw.S RM WOO MAOMEO. Iq ttxSNNCIgN OR lA9wGMW S M. LMl TIE CdTRCTOR WS ya D . Txpg 1 REVERD ALL PIArIS AND OTNER DOCIAMEM AFmMMU) ar . OT M RRMRx6 WTMIaT 9. YIECMmY 1plpNHf GRMN6 M (30 M MATVk) SEC 4OTE5 wD ayww A S. NRO yHp 6 AAA, OI OTMI AN9UID SR STA0RN4 rETICD (ARRO.'ED BY EIEAIEER) Y S KRED ODR ATRO.ID $, Yw1UE A L M . TDSGL ID. TIE K. c.Ot YM51 lyaN DEMTERMG qN5 . y1 SO9C(EIRwC M TO At", LASES MRA, aYENR r CCNA1ERwG a REDWED ly E CpTiNCICx. CDDRN.'IOR 9MND Cp51AT TnIN ERO9Cx 6MgR 9DPECI0`I LAD ENGNE@ i0 DVv,bA E ANFRONWTE 1ETIE0 T1. RE3EE2 TO neIMMATER C W M PRMMCN Aµ (SRW) FOR ALL ER Aye MItENT Oe R DEVICE LO(A g DEYRLIYY6. VINES MID Oty.5 w¢uMD NIOIEa MSKVrt STATM x wSTROEIpNS. 12. OVILDNG KINeS AW REDMEo FOR ALL RETA IAK NNLS A TTiT M NEDM Ob OREATER " TK NMLS S 9E OESICMD BY A S1wK11P-LL EN' M WITH CESYA RMVED AND MMAMD W DE Cm RACO TO 13. A } !W! SAFETY R 6 KIXEED ATM ALL MALLS 30 TM OR PEAIER. i APPLE TREE LANE OMOT F ` \ � J F "i \ \\\� \ a - VAU MOMS �. U T 96' wT t1w 6 Y �HR9xtl sLga—rs a�� i L, r HOLD DOWN DETAILS A` ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.756.3060 Lwu 612.756.3099 !Al . alliant-im.com J J Q LU w 0 z a CL w a zZ < a CC N m 0 W cl i N z Y F G cc x J C7 CL a z r a J 0 x LU a Z cc wMATXN1 npM p.tl rad by my by mn ,n t - . m o xql A , uvm A a h Uw IKI [xumiv IM la.. I Me S.I.SIaM1 I lb. 1...X.1 YINIFSOi1 SEMI[ 9YIStl1. YE D.N Limr w MAW IL9111MIIIttt/WtEEMOI DsxRIED: Mro DR W ELL MPIER NO: 9r6�r99 7 sxEE. 7 of 23 WATERS EDGE I _ 9e�llw�_wi-�lw . .1� 1 "4^. D .� �1iO➢ V ` Oc 913E ________________ ___ j! ___1_-___ ® - --- OF S TA TE HIGHWAY 0 20 40 BD SCALE IN IFFY APPLE TREE LANE GRADING LEGEND: NI(ypaFo LOT uNF GRALNO PID, yF CFIµ M 1 IMOi DENCIED N VLµ TEW 1 $ 3 / O BNLpNL fOO1FAINl NEAR b NEARVIO EI R M V wary T FAER s"N (AL pO01) vEOrED u.rs rm aE (sour wrs) µpr1ON.4 OARAI£ sIEVS pT£WAY YOR E)RSTNG CONRXR — YI] — PROPOSED CONTOUR M •131A ATE PROPOSED SPOT EUEVAiIOH n ISO TOP CA WALL n TON TY IRO BOTTOM a Wµ1 El ATON �2IXYA DIRECTION OE ORAVA y ENERGEWCr cNabin OW ROURNG RETAINING W4 ■ NiOPDSCO CATCN BASAS STORY SEWER PROPOSED EASEMENT PROPERET DNE SERBA{R LNE LOT DNE RIGHT -Of -WAY TREE I' OrECTON uYOS ExRTNG VEGETATION UINTS QISPa TREE TO RENNN (PROTECT) ALLIANT 233 Park Ave S, Ste 3DO Minneapolis, MN 55415 612.758.3080 YAN 812.758.3099 fR wwN.al1ian4inacom J W U cr a H cc 0 z z a a w Z 0 ¢ N m 0 z z a ¢ a z a vT d H < J O < z Ix 3 ED LL C7 Aa.aOr gMIw 11w111W PNu. w,mby ^ unbar Iln d1-1 .ul, I Mal 1 Un a aYN ua ria CAR aaCv ofy— .1 SyyN . M. al nx GINa OI EW YINNESOTA YUN RAYsaA rt OVWET ASIIR/IM E/COMEIIDE �— PROJECT TEAR DATA oEsxNED: Nn DAA. EU PROJECT NO: 2145-OIY9 8 F r �_ APPLE THE _, k WATERS EDGE DRIVE 1 Y -P Fit ,alcr � � A ` '.AV1 AI�Yr a oP eP P 44 � - e 0 w 50 120 ensiieumman SCALE N FEET LEGEND: - - - EKSO O CORGIA RNOI CONIaw —� DIRECTOR a PwMOE r I PROPOSED DADN BASINS - PgVYD sw SEMI IDIFEND ONE SPB(l SINE LOT ONE RG -O-MT EASIMD G¢ TO ADMAN TRR Nbacam LADS — NE MM SE — NW DI YT RRO VNE GDLNF) AAAAA KtAAA IF AAA PRIAM, YT FWS I. PMpNG) ❑ MET NDRCMR DND DO MF PSNNR TONERS IORMO S OUDFGAMIN MINIM dnlGIRK D TYN WMBUCIM EMRNQ READAMOCH E, STATE HIGHWAY ® IIIIIIII■ SEDIMENT BNRNFRS i. SILT FENCE (WDOT 3886) 2 CURB LOG J. ROCK MEEPER NI[T PNDTF('TICN DENCES 1 WAMCO (RIDGY TYPE A B C) 2. NFRASAFE STORM DRAIN/CULWRT 3. AT SAC( (MNDOT TYPE A) A DANDY BAG (MnDOT TYPE B) ANTI-MAOLNG [OIDih STAIMUZADM E Y CRUSHED CLEAR ROCK I. BMP'c STRAWMAY (LAND DEVELOPMENT) MHOOT TYPE I MULCH 2. EROSION CONTROL BLANKET TEMPORARY SEED MIX MYDOT CAT. 3 1. MTDOT-21-III J. HVDRGNULCH (OATS 21-120 DAY STABILIZATION) NYDOT TYPE 5 2. MPDOT-22-111 (1-2 W. STABUZATCN) •. TURF REINFORCEMENT MAT SC250 NORM GREEN EEN PERMMENT °FLIT YIx KTAIR llnCN OR EWAL-MxWT CAT 6 1. MNDOT 25-151 (RESIDENTIAL TURF) 2, SW GRADING mTIMtt 1. CONCRETE DASIIWT IS DOME BY TBUOL wTM A M0ME'WASHOUT SYSTEM PROMDED AND COMPLETED BY THE CGNCKTE CONTRACTOR. VICINITY MAP SCALE_ V -30W R' A` ALLIANT 233 Park Ave S. Ste 300 Minneapolis, MN 55415 612.756.3080 NPAN 612.758.3D99 [AA vmw.alliaM-inc.com J J Q Lu w O Z Q J a J O Ir H Z O U z J Z Q W W (n Q to Z a a CL O J N Q O Z cc IL w ' I MTAGE 1RH. A, III Mn 3ion. LpY3h°11°n. nP°II NOTE TO CONTRACTOR: CONSTRUCTION SEQUENCING: dINAcT�sup M- IIHI 1K MISS GRADING CONTRACTOR 15 RESPONSIBLE EPA NSTALLAPOH 0[ ALL ERD5p1 AND MASS GRADING PHASE: AN,n, I.1, AMGNEG unGv SEGMENT CWTRCL BEST MANAGEMENT NFACNCES (BANNS) AS SHOT IN THE MOST PARK MASS 1. NST4L STI$13D CWSINCIIW ENTRANCES ICI bw °I NA SOON M GRANNC SYMlT (EAfIDSUPS FOR POST GRACE NS NEEDED AFTER UTEIIY CONSTRUCTION ACTInTY) THE B1P$ RAF TO BE INSTALLED AT A MINIMUM AS SHOWN N ME PLAN. IF CONDITIONS ARISE, ADPITONAL POP SOPPLEMENTATON TO PREIENT SITE EROSION ON SEGMENT TRANSPORT MAY BE NECESSARY E MASS MADINC CONTRACTOR 15 RESPONSIBLE FDA ALL BAPS KDOMPED TO COMPLETE THE MASS OIAGNG ACIDITIES AND yN4CDENT TEMPORARY 2 PISPµE TDANDR. pMKNG ANG SIORAGE AMA, 3 INSTAL ME pIC-OBLONG SELF FENCES AND INLET PROTECTION BAPS CN THE SITE. CONSTRICT N.-N2-GRAPxG EROSION AND SEDIMENTATION CONTROL PTRANSPORTN 5. CPMIETE MA55 GRAM AI$ INSTALL, TEMPORARY AND PERMANENT SEFORE AND PLANTING 6. COKTRUCT POSY -WILD SILT PENCE ON THE SIR. NN MEWTA yyR M11$y, K 5Q STABILIZATION NECESSARY TO PREPARE SITE TOP STREET wD LEE" [fN51RLICRW NO NGEµ BGING AT THE COMPLETION OF MASS GRADING AGA AND SATSEACTORY SITE SOIL STREET & UTILITY PHASE: O^I' U°N^' MA, STABUZARW. THE DIWLMER ANG MASS CRAZING CONTRACTOR SHALL COORDINATE ME I, INSTALL UTILIMES VNDERDY.S. STORM SERRS, CUIMS MD DAIIEM ''��M�r�� QUALM ASPJ .WA,ICDWM MAN,,R CE MCE5 PERMIT RESPOD@ WS TO THE STREET NANO UMITY CONTRACIFA AND2 MfNL AP PAR ARWI(1 WTLEY STBICYINES M Ott 3 INSYNL FEET PROTECTION AROUND ALL STORM SEDER STRVCAMS PAW SIR FOR PA. 11E 5URFT AND UTILITY CONTRACTOR AND CITY VIOL THEN ASSUME THE RESPONy&LITY TO SI 5 PAL[ SITE,DERIDES g1PADC INSPECTION AND MAINTENANCE DE MY N-PLACE BAPS AS KILL AS INSTALL THE 6. ASTALL MET ADDITIONAL, BAPS REWRED N THE STREET AND UOUTY CONSTMCPON DOCUMENT SMEAR umn, SYMIC, ANDVIDtt YT MTNL MT EMTEFI ANON COMPLETION OF STREET AND JUDTY CPISIRIICINM, THE STREET AND UTILITY BE Y E EDAME CERCfz AID EDDBY B RAT[ ALL MBPWMY E). CPITRACTCR SHALL NEM%C MY BPI NSTLLED DURING THE STREET AND UTILITY WASE THAT ARE NO LONGER WOOM♦D AND COORDINATE THE MRAN3ER CE NPoES PENNn T CONTRACT (CKY A SIR 5 STAg1IIDl, f PEDIIII[D BY RE PM1RACl IF RESPONSIOLITIES BACIA TO DK CEHLCMR CA TEAMMATE ME PORTION 0' THE NPCCS PERMIT MN6YERRD TO ME OTT AND TIER CONTRACTOR EROSION CONTROL RESPONSIBLE PARTY: PULTE HOMES ISBD OFFICE RIDGE CIRCLE. SUITE 325 FDEN PRAIRIE, MN 55344 CONTACT: CNAD ONSGARD PIN: 952-229-0723 EY: c1ro4.OR69ON4BpullegrouP.cwn CONTRACTOR: TBD SWPPP BMP QUANTITIES (PER PLAN): DISTURBED AREA 2.6 AC 4LT FEN(Y 3.321 V INLET PROTECTION 24 EA &ORAL TBD N/ CD PLANS SEED/SOD POST GRADING AREA 6.4 AC NOTE: I SEE SHEET II FOR µL EROSION AND SEGMENT CONTROL NOTES AND DETAILS. MSA`NIO MAR DNA. PROJECT NO 21"%u 9 SHEET 9 of 29 • •. LEGEND: t, 19ii4 aa€ � 1F I- � d � � � I ___ _ — -_ _ _ -- APPLE TREE LANE [mwc mnaw ^_ NMFotm Emaw -- WATERS EDGE D IVE ----- _ � � ■ . 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S TA TE HIGHWA V 101 Z \o 0 20 40 B0 SCALE® a ALLxIANT 233 Park Ave S Ste 300 Minneapolis, MN 55415 612,758.3080 MNN 612.758.3099 F. www.alliant4nc.corn J W U Q a x O Z Z J a I J O Q H Z O U F J W Q W w m o i o N Z J Z a a O F a J n W a Z cc �i mu IL W �...eana Tle. rtW ".P. a n , em <o a r a 11 PRM[55 0 E cx[[R nax Me lEU 1 M. Stale 1 YIxxESOln YAw RMRCN ff DON u.w.. x. OLIAEIIT A9AlIGMa/COMI■0. IMS■rtw Yn puw E[L Tx10,FGi NO: M1le-ol9e 10 Sx[n 10 of 29 m.� E 41�(�i t 4r sdx. r[.Lx Cun(1'p -� Ea RNR. Musa[laErD(m 1`\ ..Y=�= 4o?E t'no n z�-_- -mx tt r¢ s v sw Edd .s YC• I.E. IYMR B,fp(E x Cwl 1 6 � KLE m,52te t.tz �Y L�R SILT FENCE ENDYNEEIDNG DEPMIYENr d 5300 EROSION CONTROL GENERAL NOTES: e'MN 1FM O11q.0EP'ry VwmSYN M�Or rlf l.r Yl[D M Kl«M Wtl • WYCxG P[Wn YS ®i . r4 M o" V z. asr YYYLYNI PPKrc[S (aw s) arzP m Ewsux xn s[gscM C. xxr[p DVYim x rxE Irv. ProRRxc YXRR ouYxn w YRw FRga Ya M MMcsor. cwsaund sa mazes •xD sEwExT caxm PuwxL xLw«Lw Y.Y SFy(Ctro yW. 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IR WFM.4 I B CLT Bw lC EXTEND Ie' ulY'YLw LADLE �nlsnrc G.« �f SILT BOX SEDIMENT TRAP u �n� . ENgtImaNG OEPARILENT � d 5302G m 111 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 2612758 3080 rues .758.3099 Pm .. alliam inc.com J w W 0 z Z Q N W H O Z J O 2 F Z O U F W FQF ~ cF C W u m N i N O Q cc Q Z W IL a O N H i J y 4 Z Ixu 3 u- W n.r.Ly cnXiT IMI IM. Pmn, I.pRtlrlcaMon, m T.pa1 Ln IVY un DY my wl-t su enwl I oma dWy Ucanne awd WNEER r Rne....R PXOfE5510Xµ EXsle. srn. el ..ESOL• WPX R.1R01. R WALITY ASUMAMCi/CORMI)L S.Ln 11 of 23 -qf;Icl�zIET WATERS EDGE DRIVE_ _--L IIIIT� S TA TE HIGHWAY 0 20 a0 80 SCALE N FEET B OCK LID 5 4 3 2 1 r 9 20) APPLE TREE LANE -I- PROPOSED STORM SEWER -►- PROPOSED SWRARr SEWER - I PQJ'POBED WATERNINN ■ PROPOSED CATCH BISIN ■ PROPOSED SANITARY MANHOLE M PROPOSED GATE V&W PROPOSED mt ft"HT EXISTING C n VNVE EXISTING NIDR.W1 EXISTING WATERMMN EXISTING CATCH &SIN EXISTING STORM MANHOLE EXISTING STORM SEWER EXSTNG SWRMx MWHOLE EXSTNG SNINT RY SEWER UTILITY NOTES: I. EXISTING UTILITIES, SEiMCE LOUTroNS WD ELEvnigx5 SHALL RE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. ]. Y.VXTAN A MN W VERTMAL SEPIRATON AT ALL PIPE CROSSINGS. HATER Mc sURTARY SEWER HIES TO WHTIM 10' VERTIGL SEPAMTION. LOWER WATERMMN AS NECESSIAY. I CONTR/{TOR MLI 5 RESPONSIBLE FOR NL PERS PRIOR TO THE STIRT OF CONSTRUCTION, 4, PAKI POLYSTMENE INSULATION FOR NL STOR. SEWER WO WATER". CROSSINGS WHERE WR OR NORQOMK SE➢NUTKKI 6 LESS THAN 3% 5 NL UTNTY WCRx MTNN ME R.O.W. S 1 CCMPLY WRN THE CIR OF C HISMN ENGINEERING WIDELNES. 6, NOTIFY GOPHER STALE ONE C&L 45 HOURS IN I MINCE OF ANY U sny WOBN. 7. PROYgE TEMPORARY TRNTIC CONTROL N COMPWNCE WRN YNDOT'TEMPORARY TRAFFIC CONTROL ZONE IARYJTS-TILD 4AMUL' UTEET REnSGN. FOR . CONSTRUCTION WHIN PUBLIC ROW. 6. ILL SWITAFY MWHOLES TO BE 48' DVNETFR CONCRETE W/NEENW R-1642 CASTING. UNLESS NOTED OTHERMSE. 9. WATERWJN. SEANCES. AND VILLAS SN&L BE NSTNJED MTH MINNUM 7.5' OF CWER. 10, WATER SEANCES $WLl BE 2' GM TYF£ Y' COPPER. W/ 1 COB. STOP 1 1' CIMB BOX. 1, SEWER SEIMCES SNNL BE 6' PVC SON 40 MINWM 2% SLOPE UNLESS OTHERNY NOTED ON THE PITHS_ 12. WATER SETNCES MAY BE PIACED N SAW TRENCH AS SEWER SELMCES PRONDED THAT A 24- ARTgLL IND A 36' WNZOMK $EPARAr10N ARE MNNT.NEO. 13. ALL CURB BOXES S BE ADJUSTED TO INELEVATION OF 1• BELOW FINISHED GRADE. 14. ALL 6' AND B' WATERMNN SH LL BE C900 Put. STORM SEWER NOTES: t. EINBTNG UFUFES. SERWCE LOCATIONS HID ELEVATIONS SNALL BE "FCD N FIELD PRIOR TO CONSTRUCTION, 2. WINTAN A MN 18' IERTM SEPIRATION AT ALL PRE CROSSINGS. 3. CONTR CIOR 5 RESRPONSBLF FOR HL PERNITS PRIOR TO THE STMI OF CONSTRUCTION. 4. PROaIGE PO.KTFENE INSULATION FOR ILL STOI SEWER CROSSINGS WHERE VEA11CJ1 OR NORIZONTK SEPIRATICN 5 LESS THAN 3. 5. ALL STORM SEYIER WCRN SIWL COIPLV WTH THE CRY OF CWWHASSEN ENGINEERING GINIELNES. 6. NOTIFY GOPHER STATE ONE CNL W HOURS N ADVANCE OF ANY UTILITY WORT( 7, PROADE TEMPORMY TMFFC CONTROL IN COIPLMNCE WrtH NNDOT'TEMPORARY TRAFFIC CONTROL ZONE UYWTS-FIELD MANUAL UTEET REVISION, FOR WY CONSTRUCTION WITMN PUBLIC RO.W- 8. NL CASTINGS SHWL BE NEENw OR APPROVED EOWL. nnze. a ALLIANT 233 Park Ave S, Ste 30D Minneapolis, MN 55415 612.758.3060 EWN 612.758.3099 FW wwN.allian Tinc.corn Z g IL z_ cQ G Q. W Q a z W 3 N W Y 2 =g a N a a H < J H uj < Z R 3 3 1 M N I n..wY wHlrq Mal ml. vlon. pm,M by m un dlr. H I al..ul m ona nor a awry LL d,I, U ENGINEER PROf..1 [NNYECR unaw MI MSO A gale al YIYN[SOTA MAIM RWSOL R m4 LUe��r lIn n urz SHELT 12 of 23 O/9j A ti0 OJ QP ,I G�, 4 B30CK23 1 4 BL+ 2 1 �7/O� SERM(ES 2ecV r4 ?� 9 / 1 h O3 s Q 6"6" WEdImL DC$112 m -Sl... 1 942 ry 5144.6121 MDAMM SK1b tl--ONRLL CfMRA ` 1 f w/Y 4 t 6j Xmi 6Xar ar w 2183T6 1 2 3 4 5 6 1 2 BL K 1 "WRONG \�_ __I_.. I_ _ _ Mr ro - ExR\t � F .�1 A�USAN DRIVE A EXISTING (ROUND YH 1 - $iA:1+6991 OFF: -9.19L RIM:911 47 I (886'IINSIDE DROP) INV Iq.697.67 (NE) I_ _ INV QJT.80.81 (5) STORM CROSSS 900e- C90D �_ WATERS AIN LOWER WA RMAIN T,, MAINTAIN 18' VERRC SEPARATION FROM C90 STORM SE R (INSULATE) (9.0' COVER AT STA I+1965)' 1256' 01 8 PVC SDR }5 O 1.37X 880 _ _ - _-% EX STUB, MVRR7 NONTRA 9 ONTRA[TGt uvl T TO VERIY) 870 W 0+00 1.00 F1' WEST PARK DRIVE N y 0 0 � 1 A � 1 QL - - _- - A 5 O ry 1' 1 2 OC Ej _3l BL K41 4 / 1 1 ' um ♦ 2 3 i , N.OYMn ./fIV._AT m - �' ' ALLIANT fW" w-6, R. .._AT p cxa xE[e xz IKN0. 9J'-6" DP ¢-52- 1 GLnxi FL 910.6 S N w 6 - - sTT,axae 11.n, �o -_-� f_. r 233 Park Ave S, Ste 300 o Minneapols MN 55415 •'� .� 00 612.758.3080 NAV N a l ) SAx w • n f�`'� �6 612.758.3099 rAx -- o ..alliarR-irlc.com I � SOMS SY w 5 r wn T Z E V 11 A�OIEI i J_ S7slEM DESICx 10Solhir,voitSustm BE F%DMICBETIBWMTB "$wlYry$nW+IT.N e..lunIW11DA1MulHlluro 0 6 sww 2e O \ DOCUMENTS _CSrb wEk,w. - p A `(-'L a ¢i " Wv IaYN W1uI lryM. M VNL Pow. vati Hwom-Rxa TDTI L 'L 0 Q � 2 0 25 SD 1GO 6 /• �6 g SCALE IN FEET z BLUE HERON DRIVE w NOTES. _j O 1. THE CUNTRACTUR SMALL CONTACT THE Q Q YxCI AND MATEN DE ARTYERT 21 O NCIRS IRIMDR TO ANT KI LC I _LL 950 sumER/RInamWx COINECROR. 950 - r 2. NIGH DENSTT PLLTETHWEKK EXTRUDED - I - -_-. _..7. __-__-. -_.-.- r� = ILI FOR ALL III« RINGS 1TWEREauMD I w 3 z EN W I $NOrIR'C g6EX MAw SNAu 6E Y F y ' 4fiR,Ol WNA 1 O- G `rM• RE .5' EIO " 4v <5 NOTE: gRIGAl1o1H REUSE SERVICE TABLE BLACK LOT STATION' IE'- CBE"' RISER•"' 1 I AS. V1 w 5 1 2 wSoam 9tlb 5 1 3 13 902.A 913A 5 1 4 112 m2BB 9t3.f6 5 1 5 131 902.9T 911.1 5 1 6 im 9024D Imam 4 2 1 3a9 902.69 91116 4 2 2 m 9D2.72 613m 4 2 ] Mt 9M.83 91374 1 2 4 ALN2.13 91374 2 2 6 40 =., 911ro 2 2 6R711. ZY.14 913M 0 3 1 902.43 91311 3 ] 3 HR A %312 ] 3 3 Sot" 913,13 2 3 4 MES 013.00 2 3 5 900.16 911M 2 11 1 Soon sm"'S 0 11 2 90135 916.311 0 11 ] WS.10 m6m 9111"SN'0160A 512 1=67 913.IW 412 2 17=55 913415 4 12 ] 157 =47 SITM 4 12 4 1Y %2.30 W3513 4 13 1 ® 9]2!6 913% 5 13 2 65 N2.7B 91363i 5 13 3 41 N2.67 M34M 5 13 4 21 METST R1127T s FINISHED GRADE I . �p 940 INSTALLED PER OT7 OF CHANHASSEN SPECIRCARGS W DETAE PLATES 940 940 jl ¢ - g > 4. WATERYAN WALL BE INSTµ LED PER (L N a Q YH 2 $TA 4 14 33 CT,T TA CKATES.YX SPEOFKATIGES t DET4 BARS RIM 914. RIM 914.9J H < J F OFFOW EXISTING GROUND INVIN 900,02 (N) FIMSHED GRADE y Z Q Z RIMA, YH 3 STA:1+95.09 930 S. TYPoCAL LOT SERVKES 930 I YH 6 INV IN:900.02 (W) --- 930 a Z Q ( W3 MV IN:89P.88 N G � - 6' PVC SOLVENT RULING - 7II -_ _ _ 1RtT LXJT:89992 (E) _ 3 U - LL y INV IN: 898.88 (NE) RIY:912232 (SEE 20' OFF DOD ID51: 5 YH 4 INv 0oT:898.78 (SIN) INv OUT:901.J2 (SIN) r TYPE MAT - Y TINS 'X' CWPEx WT: STA:2+25.18 INV WT:90a.95 (E) nnN67 o.,xry met mIs Plan. 920 (SEE DETAX 1006) 920 I OOP: 0.00 RIM :9t 2.52 YH 2 920 aP..N. .ie e, neon .os ene.. EDT a..n I I .YR�xIYen INv OUT: 899.50 (Y) PRORs510NAL CNDINEER unov --_ m. Too oM m. sloe. oM YIN.E.TA 910 910 COVER ---- 910 -- �.S�Y�. l STORM CROSS-1-1 �sTORu a+oss _ x4N RAusa. K CROSS 291'-8- - pa. MINA Ns _ C900 PVC 92 OIIMIFT /commm 900 900 WATERMNN SDR3 0( 8. 900 6.. olO 3 u •Sg; )14' 0l 8' PVC 137. 5' of B' PVC Ix OAR l5 0l 8' PVC L VEfl WATERY AIN TO $DR 35 SDR 35 O 0.45R 50R JS O 045X DAITE 6511E 35 O 045% 4AINTAIN IB" VERTICAL S-w-17 41MRRL SEPARATIpU GL STORY IN SEWER (B.0' STA 890 890 r 890 6- 17 6-M-17 MY K-M MIMAL flit M-SIMXnAL T 4 - COVER AT STA 1+26.JJ) z _ F it o �I aol 880 880 < n¢ of rc o q pN�_� 880 m o WI+ o ry i+m PROJECT TEAM DATA ml^ <r 870 870 xl¢ RW a9: �r� LLm-" . err w•'^ 870 DFSIpCO: YPR DRA.N: LET NpCR NP. 2M6-0M99 D O p O m0 - - 13 1+00 3+00 4.00 5♦00 6.00 0.00 1+00 2+00 3+00 4+00 SHEET 13 of 23 / t1'A TEAS EDGE ORIYE rnRNEcr ro J VISITING IV IN, ~ 5 T ~ 4 BLOCK e o s MYeixl w e i 2 SENT Z 3 1 6 5 4 1 ~ 22.r Exo I- WDEND oly 2 E L- Q-52 / STA1 n [ I ' 8LQ(K< CrPr• TEE. I WIN., 4 6-52 RANEtM33 c,n h O SIW3e%N 3 2 3 4 5 BL Kb t SNM a p I III, 78 O 0 J� / N O W � Q 0 n n 0 3 1 A: O>\ 6 EAGLE VIEW ROAD r�0 _ - - - - 950 940 940 MH 10 STA 31 F OGO O F13.72 8 EMING GRd1ID PoY:91}J2 930 ST .39,90 OLF:� 2pL MH 9 INV WT 90284 (SW) 930 -- - -- - - - -- - -- - - 31Is4_t= - -- MH 5� INV IN:90075 (E) OFF:3.20R RIM: 912.M FINISHED GRADE NV WT: 90065 (5) INV IN.902.0I (NE) INV Wi WI.9I (W) 920 920 910 _ STORM CROSS COVER 910 592'-8' STORY C9W PVC 900 WATERMAIN 900 13B9' PVC 27R23yf PVC - MR23510 0.45% MR 35 O 045Z 5 O' 890 890 al 880 W$o 880 W8; to 870 ; 870 o: o_ Cy 0+00 1+00 2+00 3+W 4+00 5+00 6+00 NOTES: 1, 1NE CONMACTRt S1MLL C0r41ACT THE SEVER AND WATER DEPIMMNT b HOLM F%0R TO My RIIBUC SERER/YATERYNI CONNECTION 2. MN Ofxr QTER1R1DED D AoARINGS An: RaNNR LL MUM0.LE STIICTIME5. IID' H1D 3. EJNTARY SEINER YAM 91µL K MST4ILD PEIf Ott 0, CHAIRIA$$EN SVEOFKATWxS It DETA4 PLATE$ `IS' 6 x0 4. WATERum MASS 91ALL 41 AIXDNSIEO RER btt OF PLANS SEN $PECIEICAiICN$ k DEINL 0.AR5. 5 TYPICA. LOT SERMCES SAN - 6' PVC WLAN1 IELDVO mR 26 (SEE CETAR 21W1) .I - 2 tt 'R• COPPER (SEE DETAI. 1006) N % 0 25 50 100 wAll IN MET 950 940 930 920 910 900 890 880 A70 W / M CONNECTION i ' �EWSTING GROUND C900 PVC WATERMAIN SERVICE TABLE BLOCK LOT STATION' IE•• CBE^• RIBER'••• 4 1 31 9W.M SISM 6 4 2 eb ams, 9'sw 5 4 3 ]8 935.]5 916tl1 5 4 4 95S05.15916316 4 5 1 14890e.12 915mi 3 5 2 us 9M 14 915259 2 5 3 IN soe 6 915.m 2 5 4 218 9T[.84 9N.54a 0 5 5 ZR W2.W 914371 0 6 1 6 So 15 913.431 0 6 2 >19W.'P 0134M 0 6 3 54SW.N 913Wi 0 6 4 n 90:1.45 911SM 0 1 1N mw 913®I 0 2 Im iW W 913636 0 11 31 122 903.m 913 T14 0 41 9e W3W 913kY 0 5 74 M0913819 0 I 6 SISSIM 913W1 9 6 1 m 9X2.W 9143b 0 8 2 Y 9@6I 91." 0 5 3 =3 W4.34 MILAN 2 4 IN IINWI 9153M ] mace 3 915615 3 MW4.T IR 916b5 5 9W. 915%6 5 9W.W 91iM 6 90533 91]2M90612 MW4.88 917113SW.12 917IN 6 SIX 1491]N2 6 MW 917 W9 6 " 916 T199W. 918 v5 8 ' SYksY SMYR WYP Sle4v� 0'MI NIMN9FIn Mxl "SMAery Se We Irel EIMbn Cu0 Bm Elarm -15m Lbvm(MulI.m911. w VhM Mee,. Vsl'rJNYdY•RRO.M 9' I 9• 9. 9 91 8'' 8) 8 0+00 1+00 2+00 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.755.3080 MNN 612.758.3099 FAY r9ww.alliarZ-inc.com 2 O LL M W w z N W Y ' F (n g> cc CL a F a JQ H W ec 2 Q LL N n-1b, -.1y he, "1. .b .e'- Mwnneenoo *pI e9 e m „ 11 a, MIPM,,.I_ _n hM I eRop I.Toe.M,l lhlh)fESSKxY4 E...Ec9 onaa the als of the SIM* 01 YIxxF50lA xMx PMISCx. Ff w< QUALITY J41MIBkIECE/WM/110. IpES6NEP. YPa OYxM: ILL. Nq,ER M: :IM0199 14 SKET 14 of 23 W Z Q / / J / W W 1- W / J a � EDGE ALL NNUNTILE x. ORMNTLE &ABLE FOR �✓F MECBON. / - ,�� 101 W � CB I09J \ -�-F�. tiF' I • of ®MN 208 CCNSTMUCI A - W-RAP 5 l TOP EWSTING I Ir 12 Cr CO STORLL SEVER CBMN ,AJO p 0 0 44 I.W �- ,/ Q D 30' - a' DRMNTIFE 2 CA RIP -RAP CA rC REPLACE AA 2w ��,2 cT' Cls W/ -11)W2 >• FES 200 SO, LU CB zw FES S00 FES 502 20• - BRAN � _.,..J .[ IOt I \x '�` . TlF/ 2P CY CI-3 CB2 10 O m / t7 o za W 16 �. /jam I "tam215 L ♦ �� i N IMP 0 zs w ,oD �� x ) �Elf SCALE N FEET NOTES: t. NO+ DEN9rc POLKINYLFNE E%1RWE0 (NAPE) ADLISeNG RINGS ARC REQIRED FOR ALL YANNCLE STRICTURES _. 2. 0157ALL DRAMTILC AT CATCH BASY LOCATIONS PER Cry, STANDARD DETAIL Wm FOR PUBLIC ROAD -- so", FOR PRIVATE ROADS INSTALL PER PLAN LOCATION. MANTEL CONNECTIONS ID STgTY ST 2. LOW W CT ES 91ALL BE -1' COND Y BE SEWERELEVATIONCI ACLIRR .E ALL YTERSECTO", CUB KTYTNS SNALL BE BSI& 4, TIE NL STORM SERER P/4 AMTS BEIRCEN FLARED END SECTIONS AND STRUCTURES ALLIANT STORM SEWER SCHEDULE 2-X8-KEYWAY OCS 501 CAST INTO WALL 233 Park Ave S, Ste 300 BY sLPPUER (N. T. S) Minneapolis, MN 55415 fp�PPE PPE IEWDI To RN am CAR WIa➢ WEIR WALL A 612.758.3080 MAN NmE LENGTH W 9L lw RDETr @m@2m EN TTrt Rmv coxsHOLE FOR zA- RCP TRUCTEO IN 612,758.3099 FAA 1@E mM 0.Y . Wl. ffii] %2.] Y RSPM 0.m FIELD BY CW1RACipt ELEV.� NVM'.ae(II-If1L.COm TILE XW 0.Y %]W b PAN tm NPE bW 0.Y m 2 %2V b RYL]YB Im ADDITIONAL /uE PLP WA 6]] WY %OAb 0.bM IY WDR WALL ffiflim- Nl'-O'LONG Io.>E Ntl 2Y m W zr auR 1N 21 - B.o' ORIFICE IaE Nm SW mW .W, 1. liR 1 rvoLE FCR 21' RC EL'90200 /. NPE XW ]W mm W>. 11 .Ml]NR pY HORIZONTAL 11NT 1@E Sitl I mX m]InT04 WW A INW Wr W] ELEv.= MAIL /101$ NiE n 0 ]N R-1mA fY KRPCAL TOE AX ♦D WPM @Y %SIN Y RdHRA RW INSTALL SKIM FIR MAN (TfTdi A -A IRE bA 1. Y m T RiW ]W PRE -NIXED :DWONFTE NAiSL WALL .1 Y9 49 %tL . %0.Y Y A.m-v f>] WATERLESS INSTALL PRE -MIXED Wn EN FEASIBLE, IT INVERT FOR WTLEI 6 B W ]N Rae]-v ]Y SEALANT WATERLESS SEALANT PIPE BELOW NWL r0 IMPROVE PIPE WIPE Y9 %Y n m 6 gdElY ]W ALONG WEIR ALONG WEIR WALL AND COVER AND MINIMIZE YCVE AROUND IRE WN 1112 ENA IN %lA Y 0.61M Am WALL IN AND YN RE JUT UEA TO jIOMMER. 2JxCRON r0 PREVENT LFNtInG IRE ♦n V].tl mW N>m m 2W PR VENT IRE ItEY lW ffitl F01.Y %IR Y AAA l[I LEAWNG L IRE @u %Y b U1 6 A,T Y W @ @ W .11. 4 NAP EIEV e9C6.00 TP dim Wim mW um WREr PIPE KIR WALL (TOP EL: 903.15) wY am @S] mm 1m LETK 28.IT OF 21' RCP 2.- G.o ORIFICE EL: 902 GO C--5 O4,9 ELL, 9 1.5 INLET PIPE 12' CF 21 RCP fi MIN. Fl-5 O 0 WS 902 W 18 J. 6 YIN. SLAB AB T Mucyw55 A DIA. TW' J 5' AGGREGATE BACKnI� uANNW Q (MNDOi SPEC. 3149X MW.) z OUTLET CONTROL STRUCTURE WITH k Q CONCRETE BAFFLE WALL a o m a Y F LU LU STORMWATER REUSE IRRIGATION SYSTEM DETAIL (EXAMPLE) Qa g N w F Q nt z C O 3 z ~ Wo .,.q ..,n1.1 ,, pnn. -P uolm] e n .APWYW- onundo, OF6SIO PINAL ENGINEER undo, m 1n1 N.1 0] m. sr,l. AR I.K.T. UJI- WRK RWSd. R �zw ON. N..n.. .,. DUALITY ASSUMNCE/CONTRDL i¢ w DATE ISSUE �.,� �" E 5 I) WA][RSIIfD NYI&NIS s :D-n rnY x-sNMmu '- - — _ P1IGJECT TEAM DATA I1EvalED: YIN MAWM: LLL `E EOsi®W1Y1W09 77- PROLR MP. 211-I11EP s,.... 15 =� SHEET 15 of 23 3ll�ll� m IN I UTLO�Lsgrr F - :./- LAKE SUSAN DRIVE 1 ] 3 4 51 B BLOCK 2 j 0 25 50 100 SC® WEST PARK DRIVE HIGH PT STA: 2+20.00 HIW PT ELE, 912M H Hi PT Si 4+14-33 1 PM STA:1+9500 HIGH PT ELEV: 912.9 950 PN ELEV 91276 K: 14.28 PN STA: +13.25 HIGH PT STA: 4+87.M 950 LK:50.00 PN ELE :911.94 µpp _ - I K:2 34 +y: PM STA 00 LVC' owowPN MV.912 F1EV 9124a + by .m.. 1 m K: 2.31 L19: 15.92 1 940 - W nw9rEn a+AOE by '" � m-1 � m 940 -} _ EXISTING GROONG- LOW PT STA: 3+4800- 1 _ + HI PT STA: 2+47.55 �m LOW Pi EIEY. 912.55 ' v .. e� LOW PT STA: 1H9. HI Pi ELEV 9U.00 PN STA:3+5047 930 LOW PT ELEV 910.5 N STA: 2+475] PM E1EV:912.51 1 i 930 _ - _ t ELcy9i302 P*ST*4+W.M K.2 P5 - - '.PN K. 22.19 LVC SO. Sfi m 1001016 K: 108 LVG: 2Z.1} I I v LVC:60.00 920. ; as 8r +" 920 _ — STA = 5. 04 54 a> m mby -- -_ i W STA c 5+06.21 i m ELEV 912.15 -O.WS__ STA = 5+11.11 -0.60; 910 - - -__ -1.95Sm -- - -0.695 ELEV a. 912.25 zooz 910 900_ -..-�/ ----- - 900 - -- -t — 890 III, I 890 _ - 0 880 880 m do A n - 870 is `,N�.' 870 v _ by �O 0+00 1+00 2+00 3+00 4+00 5+00 E+00 ti "SN CIL oy EK ST. nma� BLUE HERON DRIVE 0+00 1+00 2+00 3+00 4+00 FMemwi � a ALL`IANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.756.308D .. 612+758.3099 EAK Nvrx.allialrtinc.com to W J LL J p CC a a p N Q] Q i EN Z Y I.- J Q u J a LL N a w Ie-a J lil W a 2 ¢ 3 LL w I MMY wMla mN m. .Ion. m[urlm. nPM . w.wmla by me o, my , ,fil- ^ P. b a .d e mer 1 . ry ua ,em ua CMS.. unGr m. m...r m. slea by The me, I YIMHESOIA wuK RAvsM, rt mN .K.... K,. 012MM MSSURApM ICI M M pEMCNEo: uPe M.: u M CT H0: 316-OI p9 16 SHEET 16 of 23 950 I _. -1X4T1 Pf STA. t N 52- HIGH Pi ELEV: 916J1 PM SEA:»05.00 PM KL 4.84 940 Lvc 15o 00 s- Ra 930 STA - EIEv = 920 910 890 880 EAGLE VIEW ROAD HIGH Pt STA: 3+56.30 1 HIGH Pi ELEV 914.11 PN SEA: 3f 73M PN ELEV: 913.88 950 _ _ _ LW: 35.00 A' 940 �P ' >' 110 -CrW P1 Siw 4t3214 LO PIT ELEV. 912 79 STA. W&W 930 -m - — —_.--w T�__.1_— __ PNr511ED GRADE __" _ K: H�63 0 LW:51.00 2 - ar' Lj 3 00%zoos �SEA=5.98.95 064k ELEV= 914. 29 STF-- 5t95.2+f - -- ELEV = 913.80 900 890 of I o^ 880 �<„ .. A70 0t00 1+00 2t00 3+00 4t00 5,00 6a00 N 0 25 50 100 SEAL® a ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 tWN 612.758.3099 P. w alliarrt-inc.com 0 W J LL J 0 S a a � 0 m Q E Z Q r g a a a w F 2 Q Ell W ix a Z �i u EL y n...er Ptlllcuii•n, P—. °r wPor1 aP• l,a UP1m ono mor . e.Iy8 u<....a FPMESSIWAL [MPKERi unpp m.„a.P o. M 51a1• al ESOIA YMV. MUSPI. M WALM ASSUMNCE/CONI90L r be DATE ISSUE EEO: KPR u 9q;R MJ ir0-0199 17 5HEE1 17 of 23 0 M12 C&C � '\-START 5' _._ TRANS TO vc: °],e S RY U m `- 2 3 0 1 BLOCK 4 1 co W 0 00 QK .y > ♦� TC91 1 SJAWOJNTABLE 1 Ckc C-- Lr) w J o START S' I $+ - eels rc917.oacf E TRAN$ LO S' WALK/TRAIL J1,�mlt �— -PIEDRAMP �'� -`PED 9�8 1 PIED_ R PED RA R kt ITlC9 A6 � 8812 Ct - —_- - - - s5.8 3e BLUE HERON PWVE- _ SAIK Lsell �' 1 CtD % +A&e — w u� � STNI13' — I w iRAA19 ro-ST"r 5' snREr - - w - _ .I lllm 1 to.o° W12 0612 Ca0 F 1 3 Z TT >0018 WATERS EDGE DRIVE / EAGLE VIEW ROAD NOTES: 1. Au QIRB NA WTTER (AADEs SXAu aE AT A MIN. a D.sx r 2. A.I. P11 c STREET INTERSECTONi NRB RENRNS B518. SNALL BE i TC9124JNA CDi9P +91. + 3. SEE 41E. 110nNG AND 9p1AQ PUN FOR ALL STREET SKN A . AND LIpI1PpE LLOCATIONS,N] 1111 /e A SEE CITY OF p1ANHASMN STANDARD PLAWS FOR ALL DETAILS. / NN 1 0 10 20 AO SCALE Ck0 WEST PARK DRIVE / LAKE SUSAN DRIVE WAl1I/iRNL TO onzE ALLIANT 233 Park Ave S. Ste 300 Minneapolis, MN 55415 612.758.3080 YAW 612.758.3099 PAx W W W.alliant-inc.com fA J_ Q W 0 J Z 0 FQ F a U m N N cc i W X i 5 a a w N i Q Q W a 2 F .,.allon. I�pN1Y .. . ,apart . aloe ..p.mN.dul ova mm I� a M E.Oe PPOPE551°XAL EN61NEFA une., IX. k.. of Me 51aN of YINX[5°LA YMR RWS01. P[ fpX Ns DIMMIT -s_-�.,�Mw� YC9MB aswxEB: YPv ORAwx: Eu rv°xn xD: 21e-D1vv 18 SNm 18 of 23 77- Al ---------- oil ---------- vo 'Al INA $A WATERS EDGE DRIVE STATE HIGHWAY 101 0 20 40 ND SCALE Fla �I1:3:mMI�\I:I — —¢ LEGEND 1 v Ass• EXISTING TREE TO REMAIN \�/sN EXISTING TREE To BE REMOVED x — — — — x TREE REMOVAL LIMITS/FENCE Taxx M famlRn Name Ilan Name R emcee SIR 13 A., 902 babe Aldus 901 2 am U. x Sol I e Ae,r 9as I Nw.A e V Ie Am' 9W 32 BAeswoRL RIMAry.m.. Spmre vl¢a x 908 u Mxkwabwl 1 m nsne x Q a. 9u 33 Rea Viro Woos resirosa x 912 13 wee*"mR , . x 913 14 Naf Welmx Ju are x 914 13 Ned NMnul lu lani ru x INS 11 ffl�Mlmx Jus. ni x 916 A r x 917 Avr x Ater x 919 u IAO. 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Won ,.Non . ad n.d met I MCT s,W. er LIYx Murta4 RA Aga p/. �rc Ila 0nA139T ASSURANCE/CONTROL 1 22 sell 22 of 23 au�i Yve.aFFU as.em�ua.ue B.x xael 5ieu SmdlmE®�wEI Y. ��m�sotwri ITEM v o 'w.ai000xu.vvs�ue sirY®.a YN�MIIaEE VAaE81a:11E IIIFIQ P®at. Jf YHE Puxlwc orrYE ® alp ..e W YYeQ.QMa.E. N SJO➢ FM TYPICAL MWALPLANM S A. EAM .W7 , 3i�9�q'Y �d — RNENt Pg02C1111 CFIIIL (CP1KM n w>tim ..6YS :AGL S.EWNC IPEE 91ElTEP CEINL RCOCNi PROICCTg1�FM I�TPI i.-' OIL TOD-=. !"� IQQQ 1-m� Fl[ MYCQJn I ®�� I FYi mn I RM1M0 GQ/il q/.xi x/.IOL4 N awAsm. a me w YIMY 1EIM111T116 RAY2 FQI zoic w x -a ro -m ON ME" ♦ I � I ¢'\Ft+oVPscs\solo I osrnsiYw. I... �..: ss'o I sa %CPE /M BED Pu i .s rw Yw.o r N I IQ®et_IO I E I Q\IBW PO=VM2 I I Ms =2 IDOME M1T/.101 fl10FCp1 YFfK ALLIANT 233 Palk Ave S. Ste 300 Minneapolis, MN 55415 612.756.3060 .. 612.758.3099 F. v .alliaM4 o.00m J J N m W Z (n cc a W w N a a a a J Z LL W Q. U 0 Z 5 psponGHb, orpn-1- eY.n .ePsmnn. -d olm' U.wH. uk.... a NosCAPE ARCHITECT ones. Nn o • Slels el YINYEwFSOisI m YUY xPaxeEa, w..su IrytWM COM M arz wit ism oEvmm: w oP.wx: /c PFmttl xo: 11s-ans 23 S.En 23 of 23 u1 s: no MISSION HILLS SENIOR LIVING IAVY101 ADD 86TH iWF51� SRa OWllASSfIJ, AVWiESOTE50iA I I W NOT FOR --A- - CONSTRUCIION zw- 1(7c a I \1� - .f fff li \1 / I-S I� • I: Fen 4: .... . . . . . . All AAA .�A IMAJ f, A U. kil A 4C \ '111A t 46 Michael Hoagberg, Chanhassen Senior Living Developer LLC July 14, 2016 Chanhassen Senior Facility Traffic Study Update page 3 Field observations were completed to identify roadway characteristics within the study area (i.e. roadway geometry, posted speed limits, and traffic controls). Currently, County Highway 101 is a four -lane divided roadway with a posted speed limit of 45 miles per hour (mph). 86th Street is a two-lane undivided roadway with no posted speed limit and parking allowed only along the north side. The study intersections are side -street stop controlled, except the County Highway 101/ Lake Susan Drive intersection which is signalized. It should be noted that County Highway 101 is functionally classified as a minor arterial, while other study roadways are classified as local streets. Existing geometrics, traffic controls, and volumes within the study area are shown in Figure 2. Existing Intersection Capacity Analysis An existing intersection capacity analysis was completed to establish a baseline condition to which future traffic operations could be compared. The study intersections were analyzed using Synchro/ SimTraffic software (V9.1). Capacity analysis results identify a Level of Service (LOS) which indicates how well an intersection is operating. Intersections are ranked from LOS A through LOS F. The LOS results are based on average delay per vehicle, which correspond to the delay threshold values shown in Table 1. LOS A indicates the best traffic operation, while LOS F indicates an intersection where demand exceeds capacity. Overall intersection LOS A though LOS D is generally considered acceptable in the Twin Cities Metropolitan Area. Table 1. Level of Service Criteria for Signalized and Unsignalized Intersections LOS Designation Signalized Intersection Average Delay/Vehicle(seconds) Unsignalized Intersection Average Delay/Vehicle(seconds) A < 10 < 10 B >10-20 >10-15 C >20-35 >15-25 D > 35 - 55 > 25 - 35 E >55-80 >35-50 F > 80 > 50 For side -street stop controlled intersections, special emphasis is given to providing an estimate for the level of service of the side -street approach. Traffic operations at an unsignalized intersection with side -street stop control can be described in two ways. First, consideration is given to the overall intersection level of service. This takes into account the total number of vehicles entering the intersection and the capability of the intersection to support these volumes. Second, it is important to consider the delay on the minor approach. Since the mainline does not have to stop, the majority of delay is attributed to the side -street approaches. It is typical of intersections with higher mainline traffic volumes to experience high levels of delay (i.e. poor levels of service) on the side -street approaches, but an acceptable overall intersection level of service during peak hour conditions. V N I Existing Conditions Caautling Grout', ma. Chanhassen Senior Facility Traffic Study Update Figure 2 0148676.01 Chanhassen, MN July 2016 Michael Hoagberg, Chanhassen Senior Living Developer LLC July 14, 2016 Chanhassen Senior Facility Traffic Study Update Page 5 Results of the existing intersection capacity analysis shown in Table 2 indicate that all study intersections currently operate at an acceptable overall LOS B or better during the a.m. and p.m. peak hours. In addition, no significant side -street delays or queuing issues were observed in the field or traffic simulation at the study intersections. It should be noted that all results shown represent the SimTraffic analysis due to the proximity of the County Highway 101/Lake Susan Drive signalized intersection and its impact on operations at the County Highway 101/86th Street intersection. Table 2. Existing Intersection Capacity Analysis Intersection A.M. Peak Hour P.M. Peak Hour LOS Delay LOS Delay County Highway 101/1.ake Susan Drive B 12 sec. B 17 sec. County Highway 101/86th Street() A/B 13 sec. A/B 10 sec. 86th Street/Mission Hills Drive(u A/A 3 sec. A/A 2 sec. (1) Indicates an unsignalized intersection with side -street stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side -street approach delay. Year 2019 No Build Conditions To help determine impacts associated with the proposed development, traffic forecasts were first developed for year 2019 no build conditions (i.e. one year after anticipated completion). The no build conditions take into account general area background growth and traffic generated by adjacent developments, if any. The evaluation of year 2019 no build conditions includes details on the adjacent development, traffic forecasts, and an intersection capacity analysis. Adjacent Development Based on discussions with City staff, the Preserve at Rice Lake development is expected to be complete prior to the proposed development. The Preserve at Rice Lake is located north of TH 212, near the eastern terminus of 86th Street (see Figure 3: Adjacent Development). This adjacent development will consist of 16 single-family homes and is currently under construction. Motorists traveling to/from the Preserve at Rice Lake would primarily be expected to utilize 86th Street, though Mission Hills Lane could also be utilized to access northbound County Highway 101. Adjacent development trips were estimated using the rM Trip Generation Manxa4 Ninth Edition. These trips were distributed throughout the area based on the directional distribution shown in Figure 4, which was developed based on existing travel patterns within the area and engineering judgment. Results of the trip generation estimates shown in Table 3 indicate that the adjacent development is expected to generate approximately 12 a.m. peak hour, 16 p.m. peak hour, and 152 daily trips. V ON I Directional Distribution Conauhinp L.ouP. In<. Chanhassen Senior Facility Traffic Study Update Figure 4 0148676.01 Chanhassen, MN July 2016 Michael Hoagbe% Chanhassen Senior Living Developer LLC Chanhassen Senior Facility Traffic Study Update Table 3. Trip Generation Estimates — Adjacent Development Land Use Type (RE Code) Single -Family Detached Housing (210) Year 2019 No Build Traffic Forecasts Size July 14, 2016 Page 8 A.M.Trlps P.M. Trips Daily In I Out In I Out Trips 16 Dwelling Units 1 3 I 9 1 10 I 6 I 152 To determine the general area background growth rate, historical AADT volumes and the forecasts presented in the City of Chanhassen 2030 Comprehenave Plan were considered. Based on the information available, an annual growth rate of one percent was applied to the existing County Highway 101 peak hour traffic volumes. The resultant year 2019 no build conditions, including general area background growth and traffic generated by the adjacent development, are shown in Figure 5. Year 2019 No Build Intersection Capacity Analysis To determine how the adjacent roadway network will accommodate year 2019 no build traffic forecasts, an intersection capacity analysis was completed using Synchro/SimTraffic software. Results of the year 2019 no build intersection capacity analysis shown in Table 4 indicate that all study intersections are expected to continue operating at an acceptable overall LOS B or better during the a.m. and p.m. peak hours. In addition, no significant side -street delays or queuing issues were observed in the traffic simulation at the study intersections. Table 4. Year 2019 No Build Intersection Capacity Analysis Intersection A.M. Peak Hour P.M. Peak Hour LOS Delay LOS Delay County Highway 101/1-ake Susan Drive B 13 sec. B 18 sec. County Highway 101/86th Street() A/B 13 sec. A/B 11 sec. 86th Street/Mission Hills DriveM A/A 3 sec. A/A 3 sec. (1) Indicates an unsignalized intersection with sidestreet stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side -street approach delay. Proposed Development The proposed development is located along the east side of County Highway 101, north of TH 212, and south of 86th Street. The current development proposal, shown in Figure 6 and expected to be completed in the year 2018, consists of 16 senior independent living townhomes and a 136-unit senior living facility offering memory care, assisted, and independent living. The senior living facility is also expected to include a daycare with a capacity of 92 children. Access to the development is proposed along the south side of 86th Street across from Mission Hills Drive. Further discussion regarding site access is documented later in this study. R,i I Year 2019 No Build Conditions Chanhassen Senior Facility Traffic Study Update Figures Consulting Group• Inc. 0148676.01 Chanhassen, MN July 2016 R Oki I Site Plan Figure 6 C.I.W,, G. , I., Chanhassen Senior Facility Traffic Study Update Chanhassen, MN 0148676.01 July 2016 Nfichael Hoagberg, Chanhassen Senior Living Developer LLC Chanhassen Senior Facility Traffic Study Update Year 2019 Build Conditions July 14, 2016 Page 11 To help determine impacts associated with the proposed development, traffic forecasts were next developed for year 2019 build conditions (i.e. one year after anticipated completion). The build condition takes into account general area background growth and traffic generated by the adjacent and proposed developments. The evaluation of year 2019 build conditions includes details on the traffic forecasts and an intersection capacity analysis. Year 2019 Build Traffic Forecasts To account for traffic impacts associated with the proposed development, trip generation estimates for the a.m. and p.m. peak hours and a daily basis were developed. These estimates, shown in Table 5, were developed using the TIE Trip Generation Manual, Ninth Edition. It should be noted that several land use assumptions were used to identify specific development types and sizes for trip generation purposes based on discussions with project staff. However, no multi -use reduction factor was applied in order to provide conservative trip generation estimates. Table S. Trip Generation Estimates - Proposed Development Land Use Type (ITE Code) Size A.M. Trips P.M. Trips Daily Trips In Out In Out Residential Townhouse (230) 16 Dwelling Units 1 6 6 3 93 Senior Adult Housing -Attached (252) 50 Dwelling Units 3 7 7 6 172 Congregate Care Facility (253) 86 Dwelling Units 3 2 8 7 174 Day Care Center (565) 92 Students 39 35 35 39 403 Total Trips 46 50 56 55 1 842 Results of the trip generation estimates indicate the proposed development is expected to generate approximately 96 a.m. peak hour, 111 p.m. peak hour, and 842 daily trips. The trips generated were distributed throughout the area based on the directional distribution shown previously in Figure 4. The resultant year 2019 build conditions, including general area background growth and traffic generated by the adjacent and proposed developments, are shown in Figure 7. Year 2019 Build Intersection Capacity Analysis To determine how the adjacent roadway network will accommodate year 2019 build traffic forecasts, an intersection capacity analysis was completed using Synchro/SimTraffic software. Results of the year 2019 build intersection capacity analysis shown in Table 6 indicate that all study intersections are expected to continue operating at an acceptable overall LOS B or better during the a.m. and p.m. peak hours. In addition, no significant side -street delays or queuing issues were observed in the traffic simulation at the study intersections. Given the minimal anticipated impact caused by the proposed development on study area traffic operations, roadway improvements are not required under year 2019 build conditions from a traffic operations perspective. 91;N I Year 2019 Build Conditions Figure 7 Comulling Group, In<. Chanhassen Senior Facility Traffic Study Update 0146676.01 Chanhassen, MN July 2016 Michael Hoagberg, Chanhassen Senior Living Developer LLC Chanhassen Senior Facility Traffic Study Update Table 6. Year 2019 Build Intersection Capacity Analysis July 14, 2016 Page 13 Intersection A.M. Peak Hour P.M. Peak Hour LOS Delay LOS Delay County Highway 101/1-ake Susan Drive B 13 sec. B 18 sec. County Highway 101/86th Street() A/C 16 sec. A/B 14 sec. 86th Street/Mission Hills DriveM A/A 5 sec. A/A 5 sec. (1) Indicates an unsignalized intersection with side-sVeet stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side -street approach delay - Year 2019 Build Traffic Signal Warrant Analysis At the request of project stakeholders, a preliminary traffic signal warrant analysis was performed based on anticipated year 2019 build traffic volumes at the County Highway 101/86th Street intersection. Results of the preliminary traffic signal warrant analysis shown in the Appendix indicate that traffic volumes at the County Highway 101/86th Street intersection are not expected to meet a traffic signal warrant under anticipated year 2019 build conditions. Therefore, no change in traffic control is recommended at the County Highway 101/86th Street intersection. However, the intersection should continue to be monitored to determine if future traffic volumes increase to the point of meeting a signal warrant. Year 2019 Build Conditions - Alternate Development While the proposed development is not expected to significantly impact traffic operations within the study area, it should be noted that the proposed zoning of the study property would allow for a more intense land use. Based on discussions with City staff, the highest intensity land use under the proposed zoning is assumed to be market rate apartments. Therefore, to better understand the impacts under an alternate development scenario, traffic forecasts and an intersection capacity analysis were once again completed. Year 2019 Build Traffic Forecasts - Alternate Development To account for traffic impacts associated with the alternate development, trip generation estimates for the a.m. and p.m. peak hours and a daily basis were developed. These estimates shown in Table 7 were developed using the ITE Trip Generation Manna4 Ninth Edition. It should be noted that a density of approximately 20 dwelling units per acre was assumed based on an inventory of nearby apartment complexes, which equates to approximately a 175-unit apartment complex. Table 7. Trip Generation Estimates - Alternate Development Land Use Type (17ECode) Size A.M. Trips I P.M. Trips I Daily In I Out In IOut Trips Apartment (220) 1 175 Dwelling Units 1 18 1 71 1 71 1 38 1 1,164 :Michael Hoagberg, Chanhassen Senior Living Developer LLC July 14, 2016 Chanhassen Senior Facility Traffic Study Update Page 14 Results of the trip generation estimates indicate the alternate development would be expected to generate approximately 89 a.m. peak hour, 109 p.m. peak hour, and 1,164 daily trips. It should be noted that while the alternate development total a.m. and p.m. peak hour trips are similar to those anticipated for the proposed development, the directional split of the alternate development is weighted more heavily toward that of a traditional residential development (ie. outbound during the a.m. peak hour and inbound during the p.m. peak hour). Furthermore, the alternate development would be expected to generate more total daily trips than the proposed development. The trips generated by the alternate development were distributed throughout the area based on the directional distribution shown previously in Figure 4. The resultant year 2019 build conditions, including general area background growth and traffic generated by the adjacent and alternate developments, are shown in Figure 8. Year 2019 Build Intersection Capacity Analysis -Alternate Development To determine how the adjacent roadway network will accommodate year 2019 build traffic forecasts under the alternate development scenario, an intersection capacity analysis was completed using Synchro/SimTraffic software. Results of the year 2019 build intersection capacity analysis shown in Table 8 indicate that all study intersections are expected to continue operating at an acceptable overall LOS B or better during the a.m. and p.m. peak hours. In addition, no significant side -street delays or queuing issues were observed in the traffic simulation at the study intersections. Given the minimal anticipated impact caused by the alternate development on study area traffic operations, roadway improvements would not be required under year 2019 build conditions from a traffic operations perspective. Table S. Year 2019 Build Intersection Capacity Analysts - Alternate Development Intersection A.M. Peak Hour I P.M. Peak Hour LOS Delay LOS Delay County Highway 101/1-ake Susan Drive B 13 sec. B 18 sec. County Highway 101/86th Street() A/C 18 sec. A/B 14 sec. 86th Street/Mission Hills DriveM A/A 5 sec. A/A 5 sec. (1) Indicates an unsignalized intersection with side -street stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side -street approach delay. It should be noted that anticipated traffic volumes at the County Highway 101/86th Street intersection may meet a peak hour traffic signal warrant during the a.m. peak hour under the alternate development scenario. However, a peak hour traffic signal warrant is typically only applied in unusual cases with nearby facilities that attract or discharge significant traffic volumes over a short period of time. VYear 2019 Build Conditions - Alternate Development ,� Chanhassen Senior Facility TraiflcStudy Update Figure8 Consulting Inc. GpuP. 0148676.01 Chanhassen, MN July 2016 Michael Hoagberg, Chanhassen Senior Living Developer LLC Chanhassen Senior Facility Traffic Study Update Site Plan/Access Review July 14, 2016 Page 16 A review of the proposed site plan was completed to identify any issues and recommend potential improvements with regard to parking, access spacing, sight distance, traffic control, and circulation. Parking As noted previously, on -street parking is allowed along the north side of 86th Street. Neighborhood concerns were expressed regarding parked cars causing sight obstructions in the vicinity of horizontal curves along 86th Street However, since all of the parking demand associated with the senior living facility is expected to be accommodated on site, the proposed development is not expected to impact on -street parking. Access Spacing The proposed development access is expected to replace an existing field access along the south side of 86th Street across from Mission Hills Drive. Since the 86th Street/Mission Hills Drive intersection already exists as a full -access intersection, the proposed development access does not represent a significant change in access spacing and is in a logical location. It should be noted that an existing curb cut along County Highway 101 is not expected to be utilized/changed as part of the proposed development. Sight Distance Based on field observations, horizontal curves exist along County Highway 101 to the north and south of the 86th Street intersection. Additionally, a vertical crest exists in the terrain of the study property which limits the sight distance to the south for motorists along 86th Street. Therefore, a review of the existing sight distance was completed. The required sight distance from a minor street, as indicated in A Paliry on Geometric Design of Hi gbmays and Streets by AASHTO, is 500 feet for a 45 mph mainline roadway. Based on the field observations at 86th Street, there is approximately 620 feet of sight distance to the south and more than 1,000 feet of sight distance to the north along County Highway 101. Therefore, the sight distance available at the County Highway 101/86th Street intersection is sufficient to dearly identify approaching vehicles. However, special consideration should be made to limit any sight distance impacts from future structures, landscaping, and signing. Traffic Control/Traffic Circulation Internal traffic controls were not identified. However, traffic controls, signing, and striping should be incorporated based on guidelines established in the Manual on Uniform Traffic Control Devices (MUTCD). In particular, it is important to identify traffic controls at intersections between internal roadways/driveways to minimize vehicular conflicts and driver confusion. Based on this guidance, stop control should be implemented at the site access to 86th Street to reduce the potential for driver confusion. Michael Hoagberg, Chanhassen Senior Living Developer LLC July 14, 2016 Chanhassen Senior Facility Traffic Study Update page 17 A review of the proposed site circulation was also completed. The movement of general passenger vehicles within the proposed development is not expected to be an issue. However, truck turning movements should be reviewed to ensure that large vehicles (e.g. delivery/garbage/recycling trucks) have adequate accommodations to negotiate internal roadways. Furthermore, it is recommended that one-way operations be implemented at the main entrance to the senior living facility primary parking lot. One-way operations should then be continued into the facility pick-up/drop-off zone to provide an orderly flow of traffic. Finally, the raised median along 86th Street west of Mission Hills Drive should be modified to accommodate large vehicles exiting the proposed development. The modification should include striping to help delineate the travel/turn lanes. An illustration of recommended improvements is presented in Figure 9. WIN I Recommended Improvements ConaullinR Group, Ina. Chanhassen Senior Facility Traffic Study Update Figure 9 0148676.01 Chanhassen, MN July 2016 Michael Hoagberg, Chanhassen Senior Living Developer LLC July 14, 2016 Chanhassen Senior Facility Traffic Study Update Page 19 Summary and Conclusions The following study summary and conclusions are offered for your consideration: 1. Results of the existing intersection capacity analysis indicate that all study intersections currently operate at an acceptable overall LOS B or better during the a.m. and p.m. peak hours. No significant side -street delays or queuing issues were observed in the field or traffic simulation at the study intersections. 2. To help determine impacts associated with the proposed development, traffic forecasts were first developed for year 2019 no build conditions (i.e. one year after anticipated completion). The no build conditions take into account general area background growth and traffic generated by the adjacent Preserve at Rice Lake single-family residential development. a. An annual growth rate of one percent was applied to the existing County Highway 101 peak hour traffic volumes to account for general background growth. b. The Preserve at Rice Lake development is expected to generate approximately 12 a.m. peak hour, 16 p.m. peak hour, and 152 daily trips. 3. Results of the year 2019 no build intersection capacity analysis indicate that all study intersections are expected to continue operating at an acceptable overall LOS B or better during the a.m. and p.m. peak hours. No significant side -street delays or queuing issues were observed in the traffic simulation at the study intersections. 4. The proposed development is located along the east side of County Highway 101, north of TH 212, south of 86th Street, and is expected to be completed in the year 2018. a. The current development proposal consists of 16 senior independent living townhomes and a 136-unit senior living facility offering memory care, assisted, and independent living. The senior living facility is also expected to include a daycare with a capacity of 92 children. b. Access to the development is proposed along the south side of 86th Street across from Mission Hills Drive. 5. The proposed development is expected to generate approximately 96 a.m. peak hour, 111 p.m. peak hour, and 842 daily trips. 6. Results of the year 2019 build intersection capacity analysis indicate that all study intersections are expected to continue operating at an acceptable overall LOS B or better during the a.m. and p.m. peak hours. No significant side -street delays or queuing issues were observed in the traffic simulation at the study intersections. a. Given the minimal anticipated impact caused by the proposed development on study area traffic operations, roadway improvements are not required under year 2019 build conditions from a traffic operations perspective. 1Nichael Hoagberg, Chanhassen Senior Living Developer LLC July 14, 2016 Chanhassen Senior Facility Traffic Study Update Page 20 8. Results of a preliminary traffic signal warrant analysis indicate that traffic volumes at the County Highway 101/86th Street intersection are not expected to meet a traffic signal warrant under anticipated year 2019 build conditions. Therefore, no change in traffic control is recommended at the County Highway 101/86th Street intersection. a. The County Highway 101/86th Street intersection should continue to be monitored to determine if future traffic volumes increase to the point of meeting a signal warrant. 9. An alternative land use scenario was also reviewed to understand the impacts of the highest intensity use allowed under the proposed zoning, which was assumed to be market rate apartments. Approximately 175 apartment units were assumed, which would be expected to generate approximately 89 a.m. peak hour, 109 p.m. peak hour, and 1,164 daily trips. 10. Results of the year 2019 build intersection capacity analysis indicate that all study intersections are expected to continue operating at an acceptable overall LOS B or better during the a.m. and p.m. peak hours under the alternate development scenario. No significant side -street delays or queuing issues were observed in the traffic simulation at the study intersections. a. Given the minimal anticipated impact caused by the alternate development on study area traffic operations, roadway improvements would not be required under year 2019 build conditions from a traffic operations perspective. 11. Parking, access spacing, sight distance, traffic control, and circulation were reviewed in the Site Plan/Access Review section. Key recommendations and considerations include: a. Special consideration should be made to limit any sight distance impacts from future structures, landscaping, and signing. b. When designing internal traffic controls, incorporate improvements based on guidelines established in the Manual on Uniform Traffic Contend Deticea. In particular, it is important to identify traffic controls at intersections between internal roadways/driveways to minimize vehicular conflicts and driver confusion. c. Implement stop control at the site access to 86th Street to reduce the potential for driver confusion. d. Review truck turning movements to ensure that large vehicles have adequate accommodations to negotiate internal roadways. e. Implement one-way operations at the main entrance to the senior living facility primary parking lot. Continue one-way operations into the facility pick-up/drop-off zone to provide an orderly flow of traffic. f. Modify the raised median at the 86th Street/Mission Hills Drive intersection and stripe 86th Street to help delineate the travel/turn lanes. H:\ProjnR\8676\Tl\8676-01\Repo A9676-01_C.bahG xSemorFmi/ Tr4kfw6t'p"m_160714.don Appendix - Preliminary Traffic Signal Warrant Analysis Year 2019 Build Conditions WARRANTS ANALYSIS Year 2019 Build Conditions 86th Street @ County Highway 101 Consulting croup, Inc. Chanhassen Senior Facility TS Update Chanhassen, MN v C Location : Chanhassen, MN Date: 7/13/2016 Speed (mph) I Lanes Approach 45 2 or more Major Approach 1: Northbound County Highway 101 o m M E Analysis Prepared By: Jordan Schwarze 45 2 or more Major Approach 3: Souhbound County Highway 101 u w Population Less than 10,000: No 30 Minor Approach 2: Eastbound N/A m e Seventy Percent Factor Used: vos 30 1 Minor Approach 4: Westbound 86th Street C) Major Major I Total Warrant Met Minor Minor Largest Warrant Met Met Same Hours Combination MWSA (C) Hour Approach 1 Approach 3 1 •3 420 630 Approach 2 Approach 4 Minor App. 105 53 Condition A Conditions A B 210 140 m 6-7 AM 115 66 181 0 8 8 co 7-8 AM 329 187 516 x 0 24 24 x d 8-9 AM 928 310 1238 x X 0 68 68 x x % X 9 -10 AM 638 362 1000 % x 0 46 46 x x 10 -11 AM 443 252 695 x x 0 32 32 x 11 -12 AM 467 265 732 X % 0 33 33 x 3 12 - 1 PM 528 300 828 x x 0 38 38 x i6 1-2 PM 719 408 1127 X X 0 52 52 x x 0 2-3 PM 613 348 961 X X 0 44 44 % x 3-4 PM 728 413 1141 X X 0 52 52 X X 4-5 PM 898 509 1407 x x 0 64 64 % x % x 2 5-6 PM 878 498 1376 X x 0 63 63 x x x x 6-7 PM 682 696 1378 1 X I % 1 0 1 46 1 46 X X 3 0 3 0 1 8 0 Z• Warrant and Descri Hours Met Hours Required Memot Met 1O E Warrant 1A. Minimum Vehicular Volume 0 8 Warrant 1B: Interruption of Continuous Traffic 3 8 Not Met m Warrant 1C: Combination of Warrants 0 8 Not Met Warrant 2: Four -Hour Vehicular Volume 3 4 Not Met C Warrant 3B: Peak Hour 0 1 Not Mel 3 MWSA (C): Multiway Stop Applications Condition C 0 8 Not Met WARRANTS ANALYSIS Year 2019 Build Conditions 86th Street @ County Highway 101 Consulting croup, In,. Chanhassen Senior Facility TS Update Chanhassen, MN WARRANT 2 - FOUR-HOUR VEHICULAR VOLUME 1100 1000 900 u, 800 >> a 700 .0 x> m 600 3 xx U o 500 iri w i, N a 400 a a o 300 c Z 200 N A 100 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 MAJOR STREET -- TOTAL OF BOTH APPROACHES --VPH 1. 80 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 60 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE, 2. INTERSECTION IS EITHER (1) WITHIN A COMMUNITY LESS THAN 10,000 POPULATION OR (2) HAS SPEEDS ABOVE 40 MPH ON MAJOR STREET WARRANTS ANALYSIS Year 2019 Build Conditions 86th Street @ County Highway 101 Consulting croup, Inc. Chanhassen Senior Facility TS Update Chanhassen. MN 1100 i00o 900 800 700 600 500 400 300 200 100 0 WARRANT 3-PEAK HOUR 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 MAJOR STREET — TOTAL OF BOTH APPROACHES -- VPH Notes: 1. 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 75 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. 2. INTERSECTION IS EITHER (1) WITHIN A COMMUNITY LESS THAN 10,000 POPULATION OR (2) HAS SPEEDS ABOVE 40 MPH ON MAJOR STREET CITY OF C HANHASSE N Chanhassen is a Community for Life - Providing forToday and Planning forTomorrow September 19, 2018 Ms. Patricia Rietman Old National Bank One Main Street Evansville, IN 47708 Re: Letter of Credit No. 1109593 Powers Ridge Apartment Homes 2"d Addition Dear Ms. Rietman: Enclosed please find the above -referenced original letter of credit for your files. This letter is no longer needed and can be cancelled. If you have any questions, please contact me at 952-227- 1134. Sincerely, Sharmeen Al-Ja Senior Planner Enclosure: Letter of Credit No. 1109593 PH %2.227.1100 • www.d.chanhaswn.mn.us • FX 9s2.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 ANCHOR © BANK. IRREVOCABLE LETTER OF CREDIT No. 1109593 Date: January 16, 2018 TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby amend and reduce, for the account of Powers Ridge Independent Living, LLC and in your favor, our Irrevocable Letter of Credit in the amount of $393,081.70 to $45,884.00, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. 1109593, dated December 8, 2016, of Anchor Bank, N.A."; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at 10710 Town Square Drive NE, Blaine, Minnesota 55449, on or before 4:00 p.m, on December 8, 2018. This Letter of Credit shall automatically renew for sbccessive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be December 8' of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit reduction sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: Its• arket President - CRE Banking forwhars not 10710 Town Square Drive NE I Blaine, Minnesota 55449 1 763-795-8400 1 Fax 763-79243839 1 Anchorl-ink.com Equal Opportunity/Affirmative Action Employer Member FDIC I Equal Housing Lender Q To Do List Thursday, December08, 2016 ffl 2016 a temt,er 2016 0q er 2016 T F S M T W T F S M T W T F 5 4 5 6 1 2 3 ,,,,._1, ii 12, 13 5..6..1_..8.,,910 3 .. 5 6 ] 8] 18 19 2011..12 13 14 i5 161]9i 011i Ii3i415 2526 2]22 23 24 % 1] t8 i9 20 21 22...... .......1.. ........... 25 26 ..._23.24 2$ 26.2] 28 29 .. 30 3i...................... Securities [_Start Due S p Category Description 1 12/8,2016 6 28 20I8 O Letter of Credit #1109593 S393,081.70 (automatically renews) Powers Ridge Appartment Homes 2nd Add - Shmorim A]-Jatf Coorespondence should read: -Elm" under Old National Bank Irrevocable Standby letter of Credit No. 1109593" Loan Fulfillment - fetter of Credit Operations 11/13/17 - Per Jill landscaping is in, but do not reduce to 10 % . Please hold 30% of total since the health of any of the plant material cannot be determined when the plants are dormant now. /24/18 - Reduced letter of credit arrived. LAC = $45,884.00. Per Sbaron=, returned origial letter of credit. Breakdown: 1 - year warranty on landscaping $24,321.00 -fencing $45,874.00 Escrow for outstanding engineering items $17,000.00 -damaged curb and gutter on Lake Dr. - wear course on drive and parking area - fine grading and restoration on neighboring lot - establishment of vegetation on staging area - removal of all sediment control Watershed is holding $7,150.00 for wetland buffer 4/10/I8 - status check to Sharmeen. JP 4/12/18 - per Sharmeen hold until end of June. JP 7/3/18 - Letter of Credit is now under Old National Bank because they acquired Anchor Bank. 9/19/18 - Per Sharmm, LC is being released today. is OLalus nel•bpns•Lory. W10201"328PM � P-h" e�1 M OLD NATIONAL BANK n1jm1 ba4 7f7A qe. June 22, 2018 City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 RE: Letter of Credit No. 1109593 Applicant: Powers Ridge Independent Living, LLC Issuer: Anchor Bank Dated: December 8, 2016 Original Amount: $393,081.70 Dear Sir or Madam: The above hrevocable Standby Letter of Credit was issued for your benefit by Anchor Bank of Minneapolis, Minnesota at the request of the indicated Applicant. On November 1, 2017 Old National Bank acquired Anchor Bank and became the successor to Anchor Bank under the Letter of Credit. All correspondence pertaining to the Letter of Credit should be addressed to Old National Bank, Loan Fulfillment, Letter of Credit Operations, RYL-003, 600 N. Royal Avenue, Evansville, IN 47715. Drafts presented for payment under the Letter of Credit should read "Drawn under Old National Bank Irrevocable Standby Letter of Credit No. 1109593" and should be directed to Old National Bank, Loan Fulfillment, Letter of Credit Operations. For questions regarding this notice, please contact our Letter of Credit Operations at 812-465-7255 or comldocprep@oldnational.com. Sincerely, OL NATIONAL BANK PZW-4z�:� Patricia Rietman Letter of Credit Specialist Patricia. Rietman(ci oldnational.com One Main Street ONP 005E Evansville, IN 47708 F: 812.461.9240 comldocprep@oldnational.com CITY OF C HANHASSE N Chanhassen is a Community for Life - Providing for Today and Planning forTomorrow January 22, 2018 Mr. Jason Torke Market President Anchor Bank 10710 Town Square Drive NE Blaine, MN 55449 Dear Mr. Torke: The City of Chanhassen is in receipt of the reduced Letter of Credit # 1109593 dated January 16, 2018 in the amount of $45,884.00. As such, I am returning the original Letter of Credit dated December 8, 2016 for $393,081.70. If you have any questions, please feel free to contact me at 952-227-1134 or sal iaffCaki. chanhassen.mn. us Sincerely, CfA Sharmeen Al-Jaff Senior Planner enclosure PH 952.227.1100 • www.d.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 ANCHOR © BANK IRREVOCABLE LETTER OF CREDIT TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: "7 f No. 1109593 Date: December 8, 2016 We hereby issue, for the account of Powers Ridge Independent Living, LLC and in your favor, our Irrevocable Letter of Credit in the amount of $393,081.70, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. 1109593, dated December 8, 2016, of Anchor Bank, N.A.'; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at 10710 Town Square Drive NE, Blaine, Minnesota 55449, on or before 4:00 p.m. on December 8, 2017. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be December 8'b of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: Its AI a- 128076 i"I Banking for what's next 2072o Town Square Drive NE I Blaine, Minnesota 55449 1 763-795-8400 1 Fax 763-792-8839 1 AnchorLlnk.Com Equal Opportunity/Affirmative Action Employer Member FDIC I Equal Housing Lender n Ilw AI-Jaff, Sharmeen From: Roger Fink < rogerf@tridentdevelopmentmn.com > Sent: Tuesday, January 16, 2018 9:15 AM To: AI-Jaff, Sharmeen Cc: Carin Bzdok; Abe Hofineister; Charlie Parkhurst; Jason Torke Subject: RE: Letter of Credit Reduction - Powers Ridge Independent Living Good morning, Sharmeen. Thank you for the reply and confirmation. Based on your e-mail message below, we will instruct our bank to modify the letter of credit #1109593 to $45,884.00 ($41,321 + $4,553 which is the cost of the fencing) I believe the current LOC has an expiration date of December 8, 2018, so I recommend we keep the current expiration date since all of the outstanding items should be completed this spring. Charlie —can you please acknowledge receipt of this message and proceed with the Letter of Credit Amendment? Let us know if we can be of any assistance. Best regards, rf Roger Fink Trident Development, LLC 3601 18th Street South St. Cloud, MN 56301 Office: (320) 258-4438 Cell: (612) 242-6097 Roeerf@tridentdeveloomentmn.com TR, ENT 1 ).... I..,, ,„ ,,, i i c From: AI-Jaff, Sharmeen [mailto:SAI-Jaff@ci.chanhassen.mn.us] Sent: Tuesday, January 16, 2018 8:18 AM To: Roger Fink <rogerf@tridentdevelopmentmn.com> Cc: Carin Bzdok <carinb@tridentdevelopmentmn.com>; Abe Hofineister <abeh@lyommn.com> Subject: RE: Letter of Credit Reduction - Powers Ridge Independent Living Good morning Roger, The reduction is fine. The only thing missing on it is the screening of the AC units. Please add that amount to the LC. Sincerely, s. Sharmeen AI-Jaff Senior Planner CITY OF CHANHASSEN PH. 952.227.1134 FX. 952.227.1110 www.ci.chanhassen.mn.us r Ep From: Roger Fink[ma iIto: roaerf@tridentdevelopmentmn.com] Sent: Monday, January 15, 2018 4:09 PM To: AI-Jaff, Sharmeen <SAI-1aff@ci.chanhassen.mn.us> Cc: Carin Bzdok <carinb@tridentdevelopmentmn.com>; Abe Hofineister <abeh@Iyommn.com> Subject: Letter of Credit Reduction - Powers Ridge Independent Living Hi Sharmeen, Just wondering if you and the City staff have determined the amount of our LOC reduction yet. Please let us know as soon as you can. Thanks, rf Roger Fink Trident Development, LLC 3601 18`h Street South St. Cloud, MN 56301 Office: (320) 258-4438 Cell: (612) 242-6097 Roeerf@tridentdevelopmentmn.com TR I E NT Development. LL'... mwi Is'ih�J-eetti' LUlb c SUUC=IP3IS1 ( Oud MN�63ui December26, 2017 Phone "(12�8 4433 < Fac -o 2�1 76�: Ms. Sharmeen Al-Jaff Senior Planner City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 VIA E-Mail and U.S. Mail Re: REQUEST TO REDUCE SURETY Powers Ridge Independent Living 1351 Lake Boulevard Wes Dear Sharmeen: Please accept this letter as our written request for a reduction of the existing Letter of Credit number 1109593, dated December 8, 2016 in the amount of $393,081.70. We respectfully request approval to reduce the total surety to $41,321.00, based on the following values: 1-yr warranty on landscaping $24,321.00 Escrow for outstanding engineering items: $17,000.00 Damaged curb and gutter on Lake Dr. Wear course on drive and parking area Fine grading and restoration on neighboring lot Establishment of vegetation on staging area Removal of all sediment control Total Letter of Credit: $41,321.00 If this request is approved, please let us know via e-mail at RogerfCa).tridentdevelopmentmn.com. Upon approval we will issue a replacement Letter of Credit in the amount of $41,321.00. Thank you for working with us on the project. On behalf of Powers Ridge Independent Living, LLC erely, Trident tDevelopment, Roger mk Sr. Vice President C: Abe Hofrneister, Lyon Contracting, Inc. via email Charlie Parkhurst, Anchor Bank, via email 40 December 26, 2017 Ms. Sharmeen Al-]aff Senior Planner City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 VIA E-Mail and U.S. Mail Re: REQUEST TO REDUCE SURETY Powers Ridge Independent Living 1351 Lake Boulevard Wes Dear Sharmeen: Please accept this letter as our written request for a reduction of the existing Letter of Credit number 1109593, dated December 8, 2016 in the amount of $393,081.70. We respectfully request approval to reduce the total surety to 541,321.00, based on the following values: 1-yr warranty on landscaping $24,321.00 Escrow for outstanding engineering items: $17,000.00 Damaged curb and gutter on Lake Dr. Wear course on drive and parking area Fine grading and restoration on neighboring lot Establishment of vegetation on staging area Removal of all sediment control Total Letter of Credit: 541,321.00 If this request is approved, please let us know via e-mail at Roeerf(a).tridentdevelopmentmn.com. Upon approval we will issue a replacement Letter of Credit in the amount of $41,321.00. Thank you for working with us on the project. On behalf of Powers Ridge Independent Living, LLC erely, Trident evelopment, Roger�k Sr. Vice President C: Abe Hofineister, Lyon Contracting, Inc. via email Charlie Parkhurst, Anchor Bank, via email November 21, 2017 Mr. Terry Jeffery, Project Manager/Permit Coordinator Riley Purgatory Bluff Creek Watershed District 18681 Lake Drive East Chanhassen, MN 55317 VIA E-Mail and U.S. Mail Re: REQUEST TO REDUCE SURETY Permit#2016-039 Powers Ridge Independent Living 1351 Lake Boulevard West Chanhassen, MN Dear Mr. Jeffery: Per your e-mail message of December 19, 2017, please accept this letter as our written request for a reduction of the existing Letter of Credit (surety) number 1109594, relating to Permit #2016-039. We respectfully request approval to reduce the total surety to $7,150.00, based on the following values Rules C: Silt Fence $0 Restoration $0 Rules D: Wetland Buffer $5,000 Rules J: Infiltration $0 Contingency: $500 Administrative: $1,650 Total Financial Assurance: $7,150 If this request is approved, please let us know via e-mail at Roeerf(fUtridentdevelopmentmn.com. Upon approval we will issue replacement surety in the amount of $7,150.00. Thank you for working with us on the project so far. On behalf of Powers Ridge Independent Living, LLC Trident v ment, L c Roger . F Sr. Vic esident C: Joe Radach, Carlson McCain, Inc. via email Sharmeen AI-Jaff, City of Chanhassen via email Charlie Parkhurst, Anchor Bank via email ACC> & CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD YWV) 12/16/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terns and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER BRA IIIal1I8IICe NAME: CT Mary Doble PNONE (320)251-3154 I FAX. a:(320)251-1957 EA M : marydeamamn. cost 216 Park Ave S Ste 101 NSU S AFFORDING COVERAGE NAIL INSURERA:Charter Oak Fire Insurance Co 25615 St. Cloud MN 56301 INSURED INSURERB:Travelers Indesuity 25658 INSURER C:Standard Fire Insurance Co. 19070 Lyon Contracting, Inc. INSURERD: 3601 South 18th Street Ste 103 INSURER E: 1 INSURER F: St Cloud NN 56301 COVERAGES CERTIFICATE NUMBER:16-17 GL CA WC DN REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. AM LTR TYPE OF INSURANCE ADD. SUER POLICY NUMBER POLICY EFF POLICY EXP LUNTS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 11000,000 A CLAIMS -MADE ®OCCUR DAMAGE TO RENTED PREMISES Ea Octatenca 6 300,000 NED EXP(Any cane Person) f 5,000 CO 80124242 2/22/2026 2/22/2017 PERSONAL &ADV INJURY 6 11000,000 GENrL AGGREGATE UNIT APPLES PER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG S 2,000,000 POLICY JEC77 LOC Employee Benefits s 11000,000 OTHER: AUTOMOBILE LIABILITY COMBINED L LIMIT Eaacadna $ 1,000.000 BODILY INJURY (Per Paem) $ B I ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS NON-O MED AUTOS 010 BG124242 2/22/2016 2/22/2017 BODILY INJURY(Perac4Nes) $ PPReOPPEEJR. YDAMAGE iderill S lMderinsurea (paadet s 1,000,000 E UMBRELLA L1A6 X OCCUR EACH OCCURRENCE $ 9.0001000 AGGREGATE $ B EXCESS LIAR CLAIMS -MADE DIED I 8 I RETENTIONS 10,000 $ 1 CDP SG124242 2/22/2016 2/22/2017 `, WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTWE YIN OFFICERIMEMBER EXCLUDED? (Mandatory In NH) NIA Us 80124242 2/22/2016 2/22/2017 E T T E R E.L. EACH ACCIDENT $ 11000,000 EL DISEASE - EA EMPLOYE $ 11000,000 E.L. DISEASE -POLICY LIMIT I s 11000,000 H yes, descnde under DESCRIPTION OF OPERATIONS ONmv DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES ACORD 101, Additional Remarks Schedule, may be attached it more space is required) RE: Powers Ridge Independent Living, LLC City of Chanhassen is included as Additional Insured per contract with a 10 Day Notice of Cancellation. City of Chanhassen PO Box 147 7700 market Boulevard Chanhassen, MN 55317 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. W Flavin/MJD TION. ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD INS025 (201ao1) POLICYNUMBER: C08G124242 COMMERCIAL GENERAL LIABILITY ISSUE DATE: 12/d6/2016 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: City of Chanhassen 7700 Market Blvd P.O. Box 147 Chanhassen, MN SS317 (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) A. Section II — Who Is An Insured is amended to such work, on the project (other than ser- include as an insured the person or organization vice, maintenance or repairs) to be per - shown in the Schedule, but only with respect to formed by or on behalf of the additional liability arising out of your ongoing operations per- insured(s) at the site of the covered op - formed for that insured. erations has been completed; or B. With respect to the insurance afforded to these additional insureds, the following exclusion is added: 2. Exclusions This insurance does not apply to "bodily in- jury" or "property damage" occurring after: (1) All work, including materials, parts or equipment furnished in connection with (2) That portion of "your work' out of which the injury or damage arises has been put to its intended use by any person or or- ganization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 10 10 01 ® ISO Properties Inc., 2000 Page 1 of 1 Thursday, December 08, 2016 - Friday, June 16, 2017 - LC #1109593 from Anchor Bank (automatically renews annually) $393,081.70 Powers Ridge Apartment Homes 2nd Addition Expires December 8, 2017 Sharmeen AI-Jaff Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Soren M. Mattick John F. Kelly Henry A. Schaeffer, Ill Alina Schwartz Shana N. Conklin Amy B. Schutt James J. Monge, III Jerome M. Porter Kurt S. Fischer Grand Oak Office Center 1 860 Blue Gentian Road Suite 290, Fagan, MN 551: 651452-5000 Fax 651-234-6237 www.ck-law.com CAMPBELL KNUTSON Professional Association December 21, 2016 Stephanie Smith c/o City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Re: Powers Ridge Apartment Homes 2"d Addition Dear Ms. Smith: In regard to the above referenced transaction, enclosed please find the original Irrevocable Letter of Credit from Anchor Bank to the City, along with a copy of the Certificate of Liability Insurance adding the City of Chanhassen as an additional insured. Once copies of the recorded documents have been received from the closer, I will forward copies to the City for your files. Thank you. Very truly yours, CAMPBELL KNUTSON Professional Association GJIn, Legal Assistant /jmo Enclosures CITY OF CHAfc RED- - DEC 2 7 711i ENGINEERW, DF, 190646vI