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CAS-02_PRIMROSE SCHOOL OF CHANHASSEN
Non%%=nnable Item Item Description C 'Folder Number Folder Name �2 �Z Job Number Box Number 00 �'� CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: Chi7dr n'a Design Group 1114 Eagle Creekway Acworth, GA 30101 Contact: Mark Pavey. Phone:.770-485-8496Fax:206-3500593 Email: child. designpmindspring.com Planning Case No. Nroperty Owner Name and Address: Kraus Anderson, Ip 4210 West Old Shakopee Rd. Bloomington, MN 55437 Contact:David Stalsberg Phone:952-881-8166 Fax:952-881-8114 Email: dstalsberpPkarealty com NOTE: Consultation with City staff is reauired prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development' Rezoning Sign Permits Sign Plan Review R Site Plan Review (SPR)' 500 4- I2Z e Subdivision* app (oto Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment _Y Notification Sign -$200 (City to install and ow for Fi s/Attorney Cost** 'R,TA VAR;VvAPilvleies &Bounds 50 Minor Q TOTAL FEE $_/�'� An additional fee of $3.00 per address within the public hearing notification area will be Invoiced to the applicant prior to the public hearing. "Five (5) full-size folded copies of the plans must be submitted, including an 8'/:" X 11" reduced copy for each plan sheet along with a di,'Ital GM in TIFF -Group 4 ('.tif) format. "Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. PROJECTNAME: primrose School of Chanhassen LEGAL DESCRIPTION AND PID: Outlet A. Crossroads of Chgnhassen TOTAL ACREAGE: WETLANDS PRESENT: X YES NO PRESENT ZONING: PUD REQUESTED ZONING: PUD — Neighborhood Business PRESENT LAND USE DESIGNATION Neighborhood Business REQUESTED LAND USE DESIGNATION: Neighborhood Business REASON FOR REQUEST: Develop Outlot A of Crossroads of Chanhassen into a12,000 sf daycare facility to serve the community of. Chanhasen. The property will consist of a 12,000 sf building, associated parking and play ground area. FOR SITE PLAN REVIEW: Include number of existing employees: 0 and new employees: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. 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. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. 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 have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed 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. The documents and information I have submitted are true and correct to the best of my knowledge. lure of Appl Signature of F Own g' 1planlrormsklevelopment rcvicw applicffiion.doc 12.13/2011 Dale I'Y I�- I( Uatih Sca4NE0 S_ ra engineering surveying planning energy January 27, 2012 Ms. Sharmeen Al-Jaff Senior Planner City of Chanhassen 7700 Market Boulevard, P.O. Box 147 Chanhassen, MN. 55317 RE: Children's Design Group Primrose Chanhassen Plan Re -submittal MFRA# 19063 Dear Ms. Sharmeen Al-Jaff, CITY OF CHANHASSEN RECEIVED FEB 0 3 2012 CHANHASSEN PLANNING DEPT On behalf of Children's Design Group, MFRA offers the following response to the January 5, 2012 comment letter and plan comments. Each response correlates to the item numbering used in your comment letter. 1. A check for $970 is enclosed with this letter and plan review. Per comment, this fee amount covers the Site Plan review ($620), PUD amendment ($100), Notification sign ($200), and Filing fees ($50 per document). 2. The site plan sheet C3.01B is the revised plan that includes the following: a. Wetland buffer b. Wetland setback c. Wetland buffer vegetation management plan d. Overall layout of the development and how the subject site fits into the development e. Easements f. Signage plan 3. Outlot A of Crossroads Addition has been platted to a single lot. The platting document has been provided with this plan review submittal. 4. The overall site impervious number is less than 70%. The proposed play area and artificial turf acts in a similar manner as a natural turf play area. The artificial play area does promote water to filter through allowing the water to contact native soil below the ground elevation. Additionally, the water saturates the native soil and filters through at a conductivity rate that occurs in the native soil. The proposed draintile is installed to collect the roof drains as well as convey excess storm water that does not infiltrate into the native soil. Therefore, the consideration of the play area as hard surface only applies in the modeling of the storm water calculations in order to provide a conservative approach to sizing the storm sewer pipe and pond. SCANNED Page 2 of 3 Provided with this plan review submittal is a storm water management report that includes a two page report, existing and proposed drainage maps, existing and proposed HydroCAD calculations, geotechnical report, approved drainage calculations, and the storm sewer pipe design spreadsheet. Within the storm water management report, it summarizes the proposed developments impacts, impervious surface created, and rate control measures. 6. The approved storm water drainage calculations have been included with the project's storm water management report. The approved calculations encompass more than the proposed project site. The proposed project site (Primrose) drainage calculations and the approved drainage calculations for the same site are provided in the storm water report narrative. A comparison of the project site is illustrated in the storm water report through a chart that defines the proposed rate of runoff for the proposed project (Primrose) and the proposed approved drainage calculations. 7. The original set of plans reviewed by the City of Chanhassen is included with the revised set of plans re -submitted for city plan review. The following comments are in response to the plan set that was reviewed by City staff and provided to MFRA for consideration. The plans are returned with this memo as per comment and response seven above. C 1.01 - No comments were made. C2.01— The drainage and utility easement for the county storm line and along the south property line are provided on this plan per comment. The drainage and utility easement along the west property line for the wetland has also been provided per comment. This document is the existing conditions plan received from Westwood Professional Services, however, a copy of their plan has also been provided separately. Finally, the watermain and sanitary sewer stubs exist per planned development. C3.01— A gate will be installed over the county storm line per comment. The development summary was updated and expanded per comments. The play area is not considered hard cover; however the storm water calculations model the play area as impervious to provide a conservative design. The dimensions and notes have been corrected to provide parking stall depth to face of curb. All signs/lights/monuments/ play equipment have been moved to maintain a 1.5:1 ratio distance from the county storm line. The wetland buffer and setback have been added to the plans. An encroachment agreement will be provided for all items within the drainage and utility easement. C3.02 — Truck movement turning plan added. C3.03 — Overall planned development plan added. C4.01 — The comments within the play area, although valid, are not critical to the drainage and performance of the design. The play area is intended to drain to the native soils, promoting saturation and infiltration, while able to be conveyed by drain tile out to the project's designed storm system and storm water management pond. The ADA comment was addressed and corrected to meet ADA's standards of 2.0% or less slope. Added spot elevations within parking lot area and the retaining wall note to be signed by a Minnesota licensed engineer. A benchmark was provided on the top not of the hydrant along Crossroads Boulevard. C4.02 — No comments were made. C5.01— Erosion and Sediment control plan was corrected per all comments made by City staff. SCANNED Page 3 of 3 C5.02 — The detail and notes plan was corrected per all comments made by City staff. C6.01— The utility plan was corrected to provide 10 feet of separation of the water main and sanitary sewer services. Additionally, crossings were provided to show that vertical separation will also be maintained for the water main and sanitary sewer services. All other City staff comments have been addressed and corrected on the utility plan. C7.01— No comments were made. C9.01— City sidewalk detail was added per comment. C9.02 — City sidewalk detail was added per comment. L1.01 & L1.02 —No comments were made. L2.01— The irrigation plan will remain in plan set. Not irrigation will be installed within the City right-of-way; therefore, no permit will be needed. Please let me know if you have any further questions. Sin ely, Michael C. Brandt, PE Project Manager MFRA, Inc. Enclosure: CIN OF SEN RECEIVED FEB (13 2012 CHANHASSEN PLANNING DEPT Sna wvreccrus�mn • Tire arrt 9K&swM6A.®fE f10fK 5YN V0 `4 fT1 lO KALL MO M"W LOSO SW 0 NORTH ELEVATION i2=ro• O SOUTH ELEVATION Q VEST ELEVATION mb.ro• Q EAST ELEVATION w1i 3 � 6 j E ,a U ]i c rn ts� 61 3i U- L6 -6 y t dx LL � YI O PR_ I Ulf < 4�tA �HpOv a 0 o 8� pO E d m U f 6 C m�rtrt� eum �rww eanrvrlm � Tom• 2011 MN -L owrg rqb• EXTEPJM ELEVATIONS oar.. an. ror owrr•g wmus.• A-4 SCANNto VIEW FROM NORTHEAST VIEW FROM NORTHWEST o�0 fill Q��MRos� SCHpO�-�' D�"�. EXTERM aEvnnallz a✓��nai w. rov A -4A VIEW FROM SOUTHEAST VIEW FROMSOUTHWEST 3 EE T C E c TM �� L 11 O O S p $O tiMRp 4� SOHOO�-�' Y i o m EE = .Ln N Q9C'�iwLL6 a a�O�4E d n cs U �f pit �6EiS 3 �1 wloo� �NWIanLN/Jm cwnw-aet E+� e�y � 7011 MN -L �5 nnw EXTERIOR ELEVATIONS cm. wn ror kISYJo11 �,y app a�5 Meb�� A -4B kr.b. E Site: Children's AeSign Group PRIMROSE SCHOOL OF Mark D. Pavey, A.I.A. - Architect 1114 Eagles Greek Way GHANHA55EN Acworth, 6A 30101 -7-70-485-8466 GHANHA55EN,MINNE50TA 206-350-0593 Fax ch I Id.des Ignamindspring.com Date: 12/18/2011 SCANNED a 5❑ O �oNoo�� EXTERIOR COLOR SGHEDULE ❑ ACME - OGHS MONTGLAIR MODULAR BRICK #1 (RED) SUMMIT - SHEFFIELD ANTIQUE MODULAR OR ❑ EXTERIOR WOOD BRAGKETS, EXTERIOR DOORS ! PRAMES, CUPOLA LA PAINT - BM HG -82 or SW 5h 6157 BRICK #2 (rAN) ENDICOT - DESERT IRONSPOT LIC-H&T MODULAR OR 50UIX GITY - GLEAR BUFF MODULAR ❑g EXTERIOR HARDIE TRIM, FASGIA, FRIEZE - SANDSTONE BE16E JW -20 (BM 14G-82 or SW SW 615`1) SOFFITS - VENTED VINYL PANELS COLOR = WICKER WINDOW FRAMES - MEDIUM BRONZE - NO 6RID5 10 �� ����T AND WALL 516N DECORATIVE KEYS. F5HI%LE5 - STYLE: TIMBERLINE SERIES, T-30 WITH 'SHADOW ACCENT' COLOR: WEATHERED WOOD NOTE: ALL ROOF MOUNTED EQUIPMENT SHALL BE PAINTED TO MATCH ROOF GOLOR 1 TRASH ENCLOSURE 6ATE5/P05T5/HIN6E5, STEEL AWNING SUPPORTS 5H'7041 -VAN DYKE BROM-IN7U5TRIAL ENAMEL -EXTERIOR APPLICATION STANDING SEAM ROOF, AEP -SPAN 5NAP5EAM - 12' COLOR = MEDIUM BRONZE 12 LOUVER BLADES -13M HG -82 or 5h SW 6151 OUT5IDE LOWER TRIM - 5W 7041 -VAN DYKE BROM 6UTTER5 E PONNSPOM - PREFIN15HED ALUMINUM DOLOR = MATCH FASGIA - (BM HG -82 or 5W 5W 6157) E Site: Children's AeSign Group PRIMROSE SCHOOL OF Mark D. Pavey, A.I.A. - Architect 1114 Eagles Greek Way GHANHA55EN Acworth, 6A 30101 -7-70-485-8466 GHANHA55EN,MINNE50TA 206-350-0593 Fax ch I Id.des Ignamindspring.com Date: 12/18/2011 SCANNED a 5❑ O �oNoo�� Site Development Plans for Primrose School of Chanhassen nv CONSULTANT CUNSACT USTI ore x w [ rwln ! ` nwr r" ` nxonxNmxrY wawm<nuxwer uroanrxnewedum uo rcwollm,ol wwt v[ruwm. mx suo cxorra rumo, rlKr n`;a�i'rs`uii [:nN�.lsww rwc Ol,wnsmn mxr.,cn mm wnorN (UNSaIRP1oNwxnn�tfals sl,[eM[FSPtlaw1 1. "'x1VE., I. I. .M'4rrx.41 PF^F EwMMx SL,r [wn[r: vwvo. envn Om:UNIi 1'Iw lMWU .t ON rr}son a rxn uuxV[x,Nrrox nu '^awn m.,Ixn,w aoxrx[xumnunuxu Chanhassen, Minnesota Presented by: Children's Design Group V I-Inr NOSCAU CITY OF CHANHASSEN RECEIVED FEB 0 3 2012 CHANHASSEN PLANNING DEPT OJNNVOS nfra ,.mF..n. 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R.aowxlN Sheet Title EROSION AND SEDIMENT CONTROLPLAN Sheet No. Rwislon C5.01 B Project No. CH119063 EROSION a SEDIMENTATION CONTROL NOTTS&DETAILS /'WE MRR' w, GENERAL EROSION NOS:—w.....ww..+nnr•wn w_ Pr, ow-w. nfra P� � 'a r. �J.✓ L'K � .,,...,. oacir��rvir t �i a r ® w.nw..uu—�,...,,�.._w...,.�"........,M._, Client STR• ;,- .) <� CHILDREN'S L"`' e ,, ) ..f..I..,w„_,,..,,.,.ww,.,.......,s.�..,...w w......,. .......w.....w...,.w�w...._.. DESIGN GROUP Proect .,,— PRIMROSE I ........,�,.,.,�......�..,,.�... .,..,....�. SCHOOLOF F .I1 svm.� ..,.,,...,.�..,..r...,.,_.,,,,......,....w.,«,.... N+ CHANHASSE v In noN mu vusas MM ...m a....w...«.�,..._...., w.w�.,.�.....,..,.,...._..�..,........ — Location maeox mxna n RuxRtOlCnfra_ w- �" CHANHASSEN. a EROSIONCONTMIL RLANIar _ MINNESOTA .._....,,.., /�� ,..,... ...w.,.w.w, ,vim,,, --• .� � .,.......�,�,...�....,..,.. w, •, Certification ...... •:• w.'�.w.w... RRA P(ILSI ENTMNOI DANES 51 LY MAIL Saaaaaaaaas"•�'w.w�•+•�w .m,,. —. ...0 uwu.u..• summary . lm. I u,V�:,e v CONCREIFWtlNDOf ARG ""^ 4i'� r%A�. Rev s o—lT n H std o� SIT —° Sheet Title EROSION AND SEDIMENT ,....w. w �.. '•" CONTROL ,„: ��..._,.,,.„, ' ...,.w_... ,. .�... .� DETAILS Sheet No. Revision qaOo0LDRAIN INMINIOTEMON IIR-lI SILT FENCE INLET PRmECNON(IP-I® m001LOLL w—w „w ,a• u.ruuun u.ru.w C5.02 .—,®n..ww.w. ww....e.�....w.w,.,...�..� Project NO. 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M. wn bw sMl w..In NIM o.sN_ ws a 1ww [.yN.. d -a IwM I tin R�m'tM.. �xe.Mr. awllry WI N pxlµa P6iPYW P OUMY!!p i91WRp r M N _W N ID� � �Kn14n�,Iw " Westwood hOk� SwvkL ft 1 Mr 1.I1 - COGHEP STAt ONE CALL Vicinity Map y OF I�p�IIMM 5 I ' / Jl //may It i SITE M x•. G 0�/fid LEGEND � I • w.w.w,w. _J.i ate_. �Y`�xr • r MYYA•I. a •aex.,..nr.wro.. nxw x.n > r. xe .... a aaM x.•N mrox• na •nr•q wrn0 •w•. ., w x..w•x.rnw ww, '» w`xwr�"°u."".w,x r.... •1 �.m1 m n... MV CrM•I• Mr.n a w•n nw wury MrMtL Wlw a an I.PO k.u�.tr rtxx mm,:l. n .ro.w a .p �•;ar•mr� �) M v,m.w ror Kraus Anderson Realty Co. n.mrnarm• e..mm ew. wr left.L Lvr, amx. rot ;ter. n x.xswrmt yr, vry-."m ovrxMAar k.u�.tr rtxx mm,:l. n .ro.w a .p �•;ar•mr� �) M v,m.w ror Kraus Anderson Realty Co. n.mrnarm• e..mm ew. wr left.L C. S. A. H. NO. 78 (L YMAN BOULEVARD) ovrxMAar Lao.ewr Primrose School Franchising Company �_M''„ a w',"'^ a : Chanhassen, Minnesota p1.7 ro. .�w".�w:"�rzwn.. N..•,wr r:. xmx .`Irx°"�"M1 mmrr w.=r „w"+"•,'°""'~" wv-• s (m�aer�i rine�a�Y��L�•.�i, Ir)rmr, �nr tzt MrY iL {nrM pelav 4:Mw N.MwvinmW Mw x�u�r mM1 w xlpa� .wAeipgwV q w�r�. A, j{mlvMwe/x1410 N4M 'MPr"rn'r:r""'"a:'rn""twr'ra�w,.r lmnrr ro"".,ozvr"."�w raa•a�=.w.•.ro.xe..-�L a..r. wx wr zz mm �...aw+.zu+. .m .rrwM1 ,wrn.+.v «. wH.r...W '"° "" "'r "" "" • ,w�xv.r.rie1°.,.,...,.•n � .xm1. mwiq ALTA/AGSM nr o-.w,..r v.Isxt wro+w, za w; ��.�� .-• w`Ti -•..: Land Title Survey .enr exr w m.v r�rp� rtlm wawsnniro ,L�tw .ren MM vwrn xpn 4,LV..wawl o...+. rr. ra.l�r-xx�vVt IY r>r), wu 4row` r41K, n Oanwl M lllnl. wvM1 1• r ay. Mnt.N. ro-ra,.•ew.s xl...era am,wnx,.•xr np mm w„M1ro er 10/Z6/101t .dAar✓vw. •� 1 V 1 J Administration April 3, 2012 CITY OF Kraus -Anderson, Inc. CHONSEN Mr, Mark Pavey 7700 Market Boulevard Children's Design Group PO Box 147 1114 Eagles Creek Way Chanhassen, MN 55317 Acworth, GA 30101 Administration Mr. David Stalsberg Phone: 952.227.1100 Kraus -Anderson, Inc. Fax:952.227.1110 4210 West Old Shakopee Road Bloomington, MN 55437 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Re: Chanhassen Gateway PUD Amendment; Preliminary & Final Plat for Crossroads of Chanhassen 2nd Addition; Site Plan Approval for Primrose of Engineering Chanhassen; and Vacation Drainage & Utility Easements Phone: 952.2271160 Planning Case 2012-02 Fax: 952.227.1170 Dear Messrs. Pavey & Stalsberg: Finance Phone: 952.227.1140 Fax: 952.2271110 This letter is to formally notify you that on March 26, 2012, the Chanhassen City Council adopted the following four motions: Park & Recreation Phone: 952.227.1120 1. PLANNED UNIT DEVELOPMENT AMENDMENT Fax: 952.2271110 "The City Council approves the Planned Unit Development amendment in the Recreation Center 2310 Coulter Boulevard attached ordinance for Chanhassen Gateway clarifying building size as shown below Phone: 952.227.1400 (amendments are shown in bold), and including the attached Findings of Fact and Fax: 952.2271404 Recommendation: Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn. us CHANHASSEN GATEWAY PUD DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a MIXED USE PUD including a Neighborhood Commercial, office and Residential. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive development. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. The Neighborhood Business District regulations shall apply to Lots 1-3, Block 1 and Outlot A, Crossroads of Chanhassen, except as modified by this ordinance. The R-16 District regulations shall apply to Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow SCANNED Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 2 of 15 Outlot C, except as modified by this ordinance. Exhibit A, as revised herein to reflect the changes to the commercial portion, reflects the site layout and buildings as referenced herein. b. Permitted Uses The permitted uses in this zone should be limited to appropriate commercial and service uses consistent with meeting the daily needs of the neighborhood. The uses shall be limited to those as defined herein. If there is a question as to whether or not a use meets the defmition, the Community Development Director shall make that interpretation. The type of uses to be provided on these lots shall be low intensity neighborhood oriented retail and service establishments to meet daily needs of residents. Commercial and office uses shall be limited to the area located south of Highway 212. Residential uses shall be located north of Highway 212 and along the western portion of the southern half. Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 3 of 15 • Small to medium-sized restaurant -not to exceed 8,000 square feet per building (no drive-thru windows except drive-thru windows are allowed for tenants whose primary use is the sale of coffee. The drive-thru lane shall be screened and the exterior wall of the drive-thru shall contain the same level of architectural detail as any other elevation visible by the public. • Banks with a drive-in service window • Office • Day care • Neighborhood scale commercial up to 8,000 square feet per tenant with the exception of building 4C. A tenant may occupy up to 10,000 square feet of said building and building 4G for a daycare to occupy 12,000 square feet. No individual service component of a retail building shall occupy more than 8,000 square feet of a building. The liquor- store Faa�y not aeeupy mef-e than 600% of the total area of building 4G. • Convenience store with or without gas pumps and car wash. • Specialty retail (Book Store, Jewelry, Sporting Goods Sale/Rental, Retail Sales, Retail Shops, Apparel Sales, etc.) • Personal Services (an establishment or place of business primarily engaged in providing individual services generally related to personal needs, such as a Tailor Shop, Shoe Repair, Self -Service Laundry, Laundry Pick-up Station, Dry Cleaning, Dance Studios, etc). • Residential High Density (8-16 units per net acre). The total number of units for the entire site may not exceed 150 units. C. Building Area • Commercial/Office — Not to exceed 75,000 square feet for the entire development • Maximum Commercial/Office lot usage is a Floor Area Ratio of 0.3 • Maximum office/commercial building area per tenant may not exceed 8,000 square feet • Maximum residential units may not exceed 150 units. d. Prohibited Ancillary Uses • Drive-thru Windows except banks, coffee shops or pharmacies. • Outdoor storage and display of merchandise such as propane, salt, window washer fluid, etc. except on the sidewalk surrounding the convenience store 4A. The outdoor display of merchandise shall not impede nor interfere with pedestrian traffic. e. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 4 of 15 Boundary Building/ Parking Setbacks feet Lyman Boulevard 20/20 Highway 101 North of Highway 312 50/50 Highway 101 South of Highway 312 20/20 Highway 312 50/50 Northerly Project Property Line 50/20 Westerly Project Property Line 50/20 Internal Project property lines 0/0 Internal Right -of -Way Crossroads Boulevard) 20/20 Hard Surface Coverage -Residential 50% Commercial and Office Hard Surface Coverage 70% Maximum Commercial (Retail) Building/Structure Height 1 story Maximum Office Building/Structure Height 2 stories Maximum Residential Building/Structure Height 35 or 3 stories, whichever is less L Non -Residential Building Materials and Design There shall not be underdeveloped backsides of buildings. All elevations shall receive nearly equal treatment and visual qualities. Buildings and site design shall comply with design standards outlined in Article XXIII. General Supplemental Regulations, Division 7 of the Zoning Ordinance. g. Residential Standards Buildings and site design shall comply with design standards outlined in Article XXIII. General Supplemental Regulations, Division 9 of the Zoning Ordinance. 1. All units shall have access onto an interior private street. 2. A design palette shall be approved for the entire project. The palette shall include colors for siding, shakes, shutters, shingles, brick, stone, etc. 3. All foundation walls shall be screened by landscaping or retaining walls. h. Site Landscaping and Screening The intent of this section is to improve the appearance of vehicular use areas and property abutting public rights-of-way; to require buffering between different land uses; and to protect, preserve and promote the aesthetic appeal, character and value of the surrounding Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 5 of 15 neighborhoods; to promote public health and safety through the reduction of noise pollution, air pollution, visual pollution and glare. 1. The landscaping standards shall provide for screening for visual impacts associated with a given use, including but not limited to, truck loading areas, trash storage, parking lots, Large unadorned building massing, etc. 2. Each lot for development shall submit a separate landscaping plan as a part of the site plan review process. 3. All open spaces and non -parking lot surfaces, except for plaza areas, shall be landscaped, rockscaped, or covered with plantings and/or lawn material. Tree wells shall be included in pedestrian areas and plazas. 4. Undulating berms, north of Lyman Boulevard, north and south of Highway 312 and west of Highway 101 shall be sodded or seeded at the conclusion of grading and utility construction. The required buffer landscaping may be installed where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 5. Loading areas shall be screened from public right-of-ways. Wing walls may be required where deemed appropriate. 6. Native species shall be incorporated into site landscaping, whenever possible. i. Street Furnishings Benches, kiosks, trash receptacles, planters and other street furnishings should be of design and materials consistent with the character of the area. Wherever possible, street fumishings should be consolidated to avoid visual clutter and facilitate pedestrian movement. j. Signage The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment and the business's ability to attract sources of economic development and growth, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 6 of 15 a. Establish standards which permit businesses a reasonable and equitable opportunity to advertise their name and service; b. Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; c. Ensure that signs do not create safety hazards; d. Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; e. Preserve and protect property values; f. Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; g. Limit temporary commercial signs and advertising displays which provide an opportunity for grand opening and occasional sales events while restricting signs which create continuous visual clutter and hazards at public right-of-way intersections. j.1. Project Identification Sign One project identification sign for the commercial portion of the development located at the entrance off of Highway 101. Project identification signs shall not exceed 80 square feet in sign display area nor be greater than eight feet in height. The sign shall be setback a minimum of 10 feet from the property line. As an alternative, the project identification sign may be located at the southeast comer of Lot 2, Block 1. If the sign is located in the right-of-way, an encroachment agreement must be obtained. Otherwise, the sign must maintain a 10 foot setback from property lines and may not exceed 24 square feet nor be higher than 5 feet. j.2. Monument Sign One monument sign shall be permitted at the entrance to the development off of Lake Susan Drive. One monument sign per lot shall be permitted for the commercial portion of the site. One multi -tenant sign shall be permitted at the entrance into the development off of Highway 101 and two signs off of Lyman Boulevard. These signs shall not exceed 24 square feet in sign display area nor be greater than 5 feet in height except Kwik Trip, located on Lot 1, Block 1, shall be permitted a 48 square -foot, 8 -foot high monument sign. These signs must comply with all ordinances pertaining to size and percent of sign Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 7 of 15 area dedicated to gas prices as well as any other applicable regulations. These signs shall be set back a minimum of 10 feet from the property line. j.3. Wall Signs a. The location of letters and logos shall be restricted to the approved building sign bands, the tops of which shall not extend above parapet height. The letters and logos shall be restricted to a maximum of 30 inches in height. All individual letters and logos comprising each sign shall be constructed of wood, metal, or translucent facing. b. Second story illuminated signs that can be viewed from neighborhoods outside the PUD site, are prohibited. c. Tenant signage shall consist of store identification only. Copy is restricted to the tenant's proper name and major product or service offered. Corporate logos, emblems and similar identifying devices are permitted provided they are confined within the signage band and do not occupy more than 15% of the sign area unless the logo is the sign. d. Wall signs are limited to two elevations per building. j.4. Festive Flags/Banners a. Flags and banners shall be permitted on approved standards attached to the building facade and on standards attached to pedestrian area lighting. b. Flags and banners shall be constructed of fabric or vinyl. c. Banners shall not contain advertising for individual users, businesses, services, or products. d. Flags and banners shall project from buildings a maximum of two feet. e. Flags and banners shall have a maximum area of 10 square feet. f. Flags and banners which are torn or excessively worn shall be removed at the request of the city. j.5. Building Directory a. In multi -tenant buildings, one building directory sign may be permitted. The directory sign shall not exceed eight square feet. Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 8 of 15 j.6 Directional Signs a. On -premises signs shall not be larger than four (4) square feet. The maximum height of the sign shall not exceed five (5) feet from the ground. The placement of directional signs on the property shall be so located such that the sign does not adversely affect adjacent properties (including site lines or confusion of adjoining ingress or egress) or the general appearance of the site from public rights-of-way. No more than four (4) signs shall be allowed per lot. The city council may allow additional signs in situations where access is confusing or traffic safety could be jeopardized. b. Off -premises signs shall be allowed only in situations where access is confusing and traffic safety could be jeopardized or traffic could be inappropriately routed through residential streets. The size of the sign shall be no larger than what is needed to effectively view the sign from the roadway and shall be approved by the city council. c. Bench signs are prohibited except at transit stops as authorized by the local transit authority. d. Signs and Graphics. Wherever possible, traffic control, directional and other public signs should be consolidated and grouped with other street fixtures and furnishings to reduce visual clutter and to facilitate vehicular and pedestrian movement. A system of directional signs should also be established to direct traffic within the commercial area and away from residential areas. P. Prohibited Signs • Pylon signs are prohibited. • Back lit awnings are prohibited. • Window Signs are prohibited except for company logo/symbol and not the name. Such logo shall not exceed 10% of a window area. • Menu Signs are prohibited. j.8. Sign Design and Permit Requirements a. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. b. All signs require a separate sign permit. Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 9 of 15 c. Wall business signs shall comply with the city's sign ordinance for the Neighborhood business district for determination of maximum sign area. Wall signs may be permitted on the "street" front and primary parking lot front of each building. k. Lighting 1. Lighting for the interior of the development shall be consistent throughout the development. High pressure sodium vapor lamps or LED with decorative natural colored pole shall be used throughout the development parking lot area for lighting. Decorative, pedestrian scale lighting shall be used in plaza and sidewalk areas and may be used in parking lot areas. Parking lot light poles may not exceed 25 feet in height. 2. Light fixtures in areas other than parking lots should be kept to a pedestrian scale (12 to 18 feet). Street light fixtures should accommodate vertical banners for use in identifying the commercial area. All light fixtures shall be shielded. Light level for site lighting shall be no more than '/2 foot candle at the project perimeter property line. This does not apply to street lighting. 4. Lighting for parking areas shall minimize the use of lights on pole standards in the parking area. Rather, emphasis should be placed on building lights and poles located in close proximity to buildings. 1. Non -Residential Parking 1. Parking shall be provided based on the shared use of parking areas whenever possible. Cross access easements and the joint use of parking facilities shall be protected by a recorded instrument acceptable to the city. 2. The development shall be treated as an integrated shopping center and provide a minimum of one space per 200 square feet of commercial/retail area. The office/personal service component shall be treated as an integrated office building and provide 4.5 space per 1,000 square feet for the first 49,999 square feet, four per thousand square feet for the second 50,000 square feet, and 3.5 per thousand square feet thereafter. In. Residential Parking shall comply with city code requirements." Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 10 of 15 2. SUBDIVISION "The City Council approves the preliminary and final plat for Planning Case 12-02 for Crossroads of Chanhassen 2"" Addition as shown in plans dated received February 3, 2012, and including the attached Findings of Fact and Recommendation, subject to the following conditions: 1. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. 2. Collector and Arterial Roadway Traffic Impact Zone fees will be collected with the final plat. The fee will be based on the commercial rate of $3,600 per acre. Total due will be $3,600/acre x 1.76 acres = $6,336.00. 3. All outstanding assessments must be paid prior to final plat. Remaining Trunk Highway 101[Lyman Boulevard assessments are approximately $3,004. 4. Storm water connection fees will be collected with the final plat. The fees are calculated based upon an area of 1.76 acres as indicated in the Site Plan. Water quality fees were calculated to be 1.76 acres multiplied by $19,730.00/acre. This is equal to $34,724.80. Water quantity fees were calculated to be 1.76 acres multiplied by $7,650.00/acre. This is equal to $13,464.00. A credit is applied to the water quality fee based upon the total acreage treated to NURP recommendations and any skimmer type structures installed. As the entire lot is to be treated in the NURP basin north of the site the credit is 1.76 acres multiplied by one-half of the Water Quality fee, or 1.76 acres multiplied by $9,865.00/acre. This is a credit of $17,362.40. Based upon these calculations, $30,826.40 is due at the time the final plat is recorded. The City sidewalk is located on the property of this proposed development. This sidewalk will need to be covered by an easement for access and maintenance by the City. 6. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a site plan agreement with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will be required, including the MPCA, Carver County, and MnDOT. 7. The proposed storm sewer, draintile, and service connections within the property are private and must be maintained by the owner. 8. Revise the storm water calculations/plans so that they correlate. Runoff rates must be less than or equal to the rates approved with the Crossroads of Chanhassen subdivision. Provide Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 1 I of 15 explanation of volume calculations of ponding in turf area. Show size of areas on drainage maps.,, 3. SITE PLAN APPROVAL ..The City Council approves the site plan consisting of a 12,000 square -foot daycare (Building 4G), Planning Case 12-02 for Primrose School of Chanhassen as shown in plans dated received February 3, 2012, and including the attached Findings of Fact and Recommendation, subject to the following conditions: All existing boulevard trees along the east property line must be protected during construction or replaced after construction. They shall be incorporated into the landscape plan. 2. Due to existing soil conditions that are mostly clay with an alkaline tendency, staff recommends that the red maple selection be changed to a sugar or freeman maple variety in order to insure long-term survivability. 3. Revise the storm water calculations/plans so that they correlate. Runoff rates must be less than or equal to the rates approved with the Crossroads of Chanhassen subdivision. Provide explanation of volume calculations of ponding in turf area. Show size of areas on drainage maps. 4. A permit is required from the appropriate agency for any offsite grading. Currently the plans show grading in the county right of way which would require a permit from Carver County. 5. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 6. A fence shall be installed above the proposed retaining wall in any area where the vertical separation exceeds 4' in height. 7. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 8. The additional sanitary sewer service which is not being utilized must be sealed at the mainline. 9. The proposed storm sewer, draintile, and service connections within the property are private and must be maintained by the owner. Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 12 of 15 10. Each new building is subject to sanitary sewer and water hookup charges. The 2012 trunk hookup charge is $2,107 for sanitary sewer and $5,717 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 11. A Stormwater Pollution Prevention Plan must be submitted to the City for review and approval. 12. Silt fence shall be standard machine sliced or heavy duty per Section 3886 of MnDOT Standards and Specification Manual for Construction in all areas with a positive gradient towards waters of the state. Chanhassen standard detail plates shall be included in the construction details of the plan set. These will include, at a minimum, Plate No. 3107, 5300, 5301, 5302 and 5302A. 13. Sheet C5.01 B shall include the specifics of stabilization for the disturbed areas adjacent to the pond including the pipe, inlet, outlet and ingress and egress. MnDOT seed mix 100 or 110 are unacceptable as permanent cover crops and must be changed to a seed mix more appropriate to duration and site conditions. Further, MnDOT and BWSR have compiled new seed mixtures and these shall be consulted. 14. The X -Grass areas are considered impervious and should be calculated as such. The table on Sheet No. C5.01 B shall be revised to indicate this. The line item POST - CONSTRUCTION IMPERVIOUS shall read 1.28 ACt. This is the number that shall be used to calculate total hardcover on the entire Crossroads of Chanhassen PUD development. 15. Encroachment agreements are needed for any structure located in the drainage and utility easements. This includes but is not limited to the entrance monument, light poles, playground equipment, artificial turf, and fence, located in drainage and utility easements. 16. Upon completion, the applicant shall submit a set of "as -built" plans signed by a professional engineer. 17. All of the maintenance for landscaping, and irrigation within the City right of way must be maintained by the developer. 18. The applicant shall work with staff on minor plan modifications. 19. A wetland buffer 16.5 feet in width and a 30 -foot setback from the wetland buffer must be maintained around Wetland 1. Secondary structures are allowed to encroach up to 50% of the setback. Wetland buffer areas shall be preserved, surveyed and staked in Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 13 of 15 accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 20. Fire Marshal Conditions: a. " No parking, fire lane" signs will be required along with yellow painted curbing. Contact Chanhassen Fire Marshal for details. 21. Building Official Conditions: a. The building(s) are required to have automatic fire extinguishing systems. b. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. d. Fenced "play" areas must be provided with approved exiting systems. e. Detailed occupancy and accessibility related requirements will be addressed when complete building plans are submitted. f. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 22. All rooftop and ground equipment must be screened from views. 23. Approval of the site plan applications is contingent upon approval of the final plat and the PUD amendment — Planning Case 2012-01. 24. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. 25. Sign illumination and design shall comply with ordinance. 26. Approval of the site plan is contingent upon vacation of drainage and utility easement. 27. The fence may not exceed six and one-half feet in height. 28. The exterior material for the trash enclosure must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 14 of 15 29. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or manmade systems that discharge to a surface water." 4. VACATION "The City Council adopts a resolution approving the vacation of drainage and utility easements on Outlot A, Crossroads of Chanhassen as shown on the attached survey prepared by Westwood Professional Services, Inc." Site Plan Agreements must be prepared by our offices for recording; however, cost estimates for the improvements must be submitted to our offices before the agreement can be prepared. Please refer to the enclosed checklist which stipulates all of the submittal requirements for recording the final plat and associated documents. If you have any questions, please call me at (952) 227-1134 or e-mail me at Bali affna,ci. chanhassen.mn.us. Sincerely, Sharmeen AI-Jaff Senior Planner c: Joe Shamla, Project Engineer Jerry Mohn, Acting Building Official g:lp1an12012 planning ca Q012-02 primrose schoollapproval letterAm ITEMS REQUIRED FOR FINAL PLAT RECORDING The following items are required to be submitted for recording of the following plat and associated documents: CROSSROADS OF CHANHASSEN 2"n ADDITION ❑ Two signed Final Plat Mylars ("Official Cony" and "City Copy") ❑ Three I"= 200' scale paper copy of the final plat (for Carver County) ❑ One, F'= 200' scale mylar reductions of the final plat ❑ One, I"= 200' scale mylar reductions of the final plat (with street names and lot and block numbers only) ❑ Mortgage Holder Consent to Plat ❑ Quit Claim/Warranty deed (if deeding an outlot to the City) ❑ SWMP Fee: $30,826.40 ❑ Park Fee: $22,000.00 ❑ Collector and Arterial Roadway Traffic Impact Zone fees: $6,336.00 ❑ Digital copy of the final plat in .dxf and .tif formats (.pdf compatible) in Carver County coordinates ❑ Trail easement document The following must be done before the plat can be filed: ❑ Current year property taxes must be paid in full and any delinquent property taxes or green acres taxes must also be paid. ❑ A copy of the title commitment or deed must be provided if the developer has closed on the property recently since County records will not likely be updated. Chanhassen City Council — March 26, 2012 PRIMROSE OF CHANHASSEN: A. PUBLIC HEARING: VAI B. REOUEST TO AMEND 7 GATEWAY PLANNED UNIT DEVELOPMENT: PRELIMINARY & FINAL PLAT TO REPLAT 6.15 ACRES INTO ONE LOT AND ONE OUTLOT: SITE PLAN REVIEW FOR Kate Aanenson: Mayor, if I may. Mayor Furlong: Everyone else left. You're on. Kate Aanenson: We're going to take both applications together. Mayor Furlong: Okay. Kate Aanenson: And so I think to kind of give an overview of the project. Obviously the vacation does require a public hearing and we'll pause as we, before we get to our motions but I think to kind of put it in context we'll go through the application itself. Mayor Furlong: Thank you. Without objection. Kate Aanenson: Thank you. So summary of the request is amendment to the planned unit development, a subdivision, and preliminary and final plat, site plan approval and vacation of a drainage and utility easement. Again the applicant is Children's Design Group. The subject site is located just north of Lyman Boulevard, immediately west of 101 and south of 212. This area has land use designation for mixed density which allows for high density residential and neighborhood commercial. Again the neighborhood commercial's intended to support kind of the surrounding residential needs and commercial uses may include the convenience grocery stores, daycares or those kind of, as I mentioned that meets the daily needs of the neighborhood. As you are aware, this has gone through some different iterations. We did approve back in January of 2005 a concept PUD for this entire property. Some of it was developed. We just talked about the apartments that were up in this area north of 212 and we have some property there that is still undeveloped, and then south of 212 we now have the Southwest Transit Station that has been constructed. So that project again was the PUD concept in 2005. Since that time Kraus -Anderson bought the property immediately to the south on Lyman Boulevard and again would be west of 101. They have built that Kwik Trip there and the rest of it has remained vacant. They did put together, amended that PUD. Made it specific to meet their uses that met their needs to in 2008 we did approve a PUD development contract and then gave preliminary plat approval for all this. I want to step back and say that the Planning Commission did hold a public hearing on this amendment back on March 6"' and they reviewed it and they did recommend approval. I also want to state that for the record that there was a resident that was given incorrect information about the time of the hearing and wasn't able to attend. Mr. Riese did submit a letter for the record and it is included in the packet but he did state to me that he wouldn't be able to attend the meeting. I just want to for the record just kind of clarify, summarize 4 or 5 points that he made. Mayor Furlong: Attend this evening's meeting you're saying. Kate Aanenson: That's correct. Could not attend tonight so I just wanted to, I'm not going to read all his letter but I just want to summarize a few points that he made and those included that he felt that the Primrose, the child care center that's proposed for this site did not, would not serve the diverse economic SCANNED Chanhassen City Council — March 26, 2012 levels within the existing neighborhood and also that the change to the PUD to accommodate the child care center would reduce the tax revenue originally intended for the site. I'll go through in a little more detail but there was two proposed uses on the subject site that we're talking two buildings with square footage there so we're reducing that and that would be to his third point that we're going from a 10,000 square foot building here and another 3,000 there, reducing that and he felt that that would have a negative impact on the commercial development. In addition he felt that the parking was inadequate for the use based on what he determined as a level of employees, and I'll speak to that on our standards as we review that. And then finally he felt that we should be requesting from them that they have financing for the project and that they should submit a commitment letter to the City that they do have that financing in place. So again I wanted to read those for the record and the Planning Commission did, as I stated, recommend approval on this. So the application itself, we did get preliminary plat approval so now we're amending that because this did have two lots, as I stated. It was approximately 13,000 square feet so this will change the size of that so the two lots will be actually platted, replatted for one lot so that Outlot A now will become just a Lot 1 with it. So this would be the size and configuration of the building itself, which would be the 12,000 so that was the difference there. The original two buildings would go from the 13,000 potentially down to the daycare. The daycare is a permitted use in the district so one of the amendments to the PUD would allow for, it said no larger than 8,000 square foot in any building so this would allow for that amendment to go to the 12,000 square feet. There was some, looking at the design, it went through a lot of iterations of how this could be laid out with keeping, whether the parking should go in the front. One of the issues that the staff had is you know this is a line. All the parking behind for that residential neighborhood. Kind of that, for the visual impact so the applicant was able to put the building to the front. The playground is towards, this is the fenced area so you have that continuous line of fence which will go across that, so they were able to work that out and we appreciate that. It was a lot of work to make that work and therefore you'll see the one minor variation which needed to be the vacation of that utility easement. Otherwise there's just the PUD amendment on that. Mayor Furlong: And I'm sorry Ms. Aanenson, and if you're going to get to this that's fine. As you're looking at this picture, where does the current drainage utility easement run through? Kate Aanenson: I have that on the layout. I'll come to that, yep. Mayor Furlong: Okay, thank you. I'll defer, thank you. Kate Aanenson: So with that, this is the site plan itself. Again this mirrors what we have on the Kwik Trip site. This is similar materials so you've got an elevation looking from the parking lot, which would be on the north side. So you're looking towards the south, and then you've got the two middle slides are actually, well the one on, this one right here is actually looking from Lyman where you're seeing that fenced area with the playground in front. And this would be again the parking lot. Access to the building and then this is also another perspective, kind of the other side of Lyman looking towards the building so the landscape playground area is towards the front of the building. As I mentioned, this is a replat of that so we're asking for a preliminary and final plat with this application. Kind of the two step process so Lot 1, the outlot was actually 6.5 so now we're going for Lot 1 would be 1.76 acres with an outlot of 4.39 acres. Again a majority of that outlot is a wetland. That first iteration I showed you way back in 2005, that originally had apartments on that site when it originally came in. It had about 64 apartments so as the markets changed, so has that use. So with that, this is the location of the drainage easement and I'll try to show you on the site approximately go back to where that was and maybe that's what your question is. Actually, I believe it's right up in here. Along the parking lot area. It's on that side where it may encroach right on this area where that wetland storm meeting, right in over here. If that answers your question. So in order to accomplish that, that little piece of this blue area there is part of the utility and drainage easement that needs to be vacated and that does require a public hearing. I also wanted to point out in there you have all the Findings of Fact. We also changed in your attachment here is the PUD 12 Chanhassen City Council — March 26, 2012 language so we did modify that so on that ordinance which is page 2 is where we changed it that said a tenant may occupy more than, no more than 10,000 square feet in Building 4G and that's where we're changing that to allow up to 12,000 square feet so that's in and the use is permitted. It's just moving from maybe internally somewhere else to that site in and of itself combining those two lots to go there so we're not adding another use to that menu of uses that could go there. So that's the one change. And the preliminary plat but right here I'd like to stop and let you take any comments on the public hearing and then I'll kind of go back to what all the motions are to recommend for approval of this project. Mayor Furlong: Can we take questions from council on this at this point? Kate Aanenson: Certainly. Mayor Furlong: With regards to the drainage and utility easement. Kate Aanenson: Certainly. Mayor Furlong: Are there any questions? Typically when we vacate a drainage utility we establish a new one. Is that going to happen here? Kate Aanenson: Yes, with the plat, yeah. Mayor Furlong: Okay so this is really a vacation of one and the plat will establish a new one. Kate Aanenson: Yep and it's, as in the staff report from engineering it's on the site is a county storm sewer. It runs the entire length of the site and there's currently no active use of that site so it shouldn't be a problem. And the stormwater pond as you recall, let me go back to that. Yeah, go back one more. We've got a stormwater pond and so it accommodates that so it shouldn't be a problem, yeah. Mayor Furlong: Okay. Any other questions with regards to just the drainage utility easements at this point? Yes, Councilwoman Tjomhom? Councilwoman Tjornhom: No. Mayor Furlong: Okay, well at this point then I would open up the public hearing and invite all interested parties to come forward and speak on the matter of the proposed vacation of the drainage and utility easement. Seeing nobody, without objection then we'll close the public hearing and continue on with staffs report. Kate Aanenson: Okay. So this is the proposed motion. Again you're amending the PUD as I stated, and I'll just reiterate that. You're recommending the change in the ordinance to allow for a 12,000 square foot building, which is different than the underlying. You're replatting the one lot from two lots to one, and that would include preliminary and final. You're giving site plan approval to the Primrose School, the daycare for 12,000 square feet and the architectural which we have building material samples here too. The Planning Commission looked through all those. Again it's consistent with what we have out there. We're vacating the drainage and utilities and we're adopting Findings of Fact and Recommendation so those are all the motions that are required. Mayor Furlong: Thank you. Let's go to questions for staff on any issues presented before us this evening. Councilman Laufenburger: I do have one Mr. Mayor 13 Chanhassen City Council — March 26, 2012 Mayor Furlong: Mr. Laufenburger. Councilman Laufenburger: Kate, can you go to a visual of that entire triangle? Kate Aanenson: Yes. Oops, I'm going the wrong way, sorry. Councilman Laufenburger: Perfect. Kate Aanenson: Oh, did you want just the triangle itself? Councilman Laufenburger. There. Right there. Kate Aanenson: Okay. Councilman Laufenburger. So Outlot A, the designation there, there really isn't anything else that can be placed there. Kate Aanenson: That's correct. Councilman Laufenburger: No other opportunity for any other business so essentially the Lot 1, which will be the Children's Design proposed, that will be the only business present in that entire triangle. Kate Aanenson: That's correct. Councilman Laufenburger: Okay. Where the original plans called for something else on the north side of Lot I? Kate Aanenson: Yes. Yes. The original plans that Kraus -Anderson had, actually they intended a deli and a liquor store to go here and if you look at those drawings they had, actually they had Haskell's and I think Haskell's got wooed to a different location. Councilman Laufenburger: Sure Kate Aanenson: That doesn't mean there can't be a liquor store somewhere else in there but I don't think something of that size would go there. And then the other retail was just up here and they had, they had worked really hard to try to market those two sites and Primrose was out looking for other sites in the community for quite a while. Councilman Laufenburger: What is now identified as Lot I is no larger or smaller than what was originally planned, is that correct? Kate Aanenson: No, I think the issue there was, the original buildings had actually, one was 10,000 and one was 3,400 so you could have 13,400. The building that's coming in is at 12,000 so potentially you could have lost some square footage there in two uses. Assuming that they both maximized and came in at that exact footprint. What we did when we approved that and gave preliminary plat approval, they would just, in the subdivision, they would have just had to come in and get a building permit. If they wanted to go bigger than that then they would have had to come in and ask for modifications. Councilman Laufenburger: Okay, thank you Kate. That's all Mr. Mayor 14 Chanhassen City Council — March 26, 2012 Mayor Furlong: Okay, thank you. Other questions? Councilwoman Tjornhom: I have a question. Mayor Furlong: Councilwoman Tjornhom. Councilwoman Tjornhom: Usually with a PUD there's always some give and take and so can you give me a brief synopsis of what we're benefitting and what they're getting. Kate Aanenson: Sure. Under the PUD, when we put that together, when we looked at the original proposal and the apartments I think what we did as far as the architectural design there, we certainly got all brick design which is not in our city code so we got a higher level of design, architectural and it's all unified so all the buildings in there are matching their architectural which I think is a pretty high standard matching that across the street. We also preserved, you know they gave us additional landscape buffer around here with that fence that's kind of unified throughout in the landscaping theme. That landscaping theme will also match what's going across on the other side with Southwest Transit so when we originally gave this PUD we were able to balance the hard cover within each project so there's a, they were able to do that but we also got a much higher level of architectural standard and design. I didn't show the sign but there's a uniformed sign package out there and so they're all abiding by that. Councilwoman Tjornhom: Okay. Mayor Furlong: Okay, anything else? Councilwoman Tjornhom: That's it. Mayor Furlong: Other questions? Councilwoman Ernst, anything? Ms. Aanenson in terms of the wetland that's pictured here on this graphic, is that a wetland that requires any special setbacks at all? Kate Aanenson: Yep. Mayor Furlong: And does the building. Kate Aanenson: The building, yeah I'm sorry. Mayor Furlong: Does this proposal meet any setbacks? Kate Aanenson: Yes, it does meet all the standards of the zoning district and so there will be a small retaining wall with some of the parking lot but it does meet all the standards of the city ordinance. Mayor Furlong: Okay. And then with regard to the parking, and this gets back to the question raised in the comment letter this evening, there was a difference in terms of the number of stalls that might be required for Mr. Riese and can you speak to that? Is it just a different interpretation of or, not interpretation but, is it just which part of the code applies? Kate Aanenson: Yeah, thank you for that clarification. The City does in their parking standards, and this is the same standard we'd apply to every daycare, is that our ordinance requires 1 parking space per 6 students. You can have a lot of numbers, you can have a high number, level of employees but that doesn't mean they're full time equivalents so you kind of try to balance that out so we base our's on the building capacity, which they get a license from the State and that building capacity is 182 students so we translate that into 31 stalls is what they're required and they're actually providing 48 so it exceeds what 15 Chanhassen City Council — March 26, 2012 we'd say is a minimum. And if there's a special activity at that, on a certain night they do have the opportunity to do shared parking with some of those uses. They do have cross access agreement. Mayor Furlong: And I guess that's, now you're leading into my next question. As part of the PUD, as we can see in this picture to the east, there's substantial parking that would support the buildings over on the other side of the road to the east. Is there shared and reciprocal parking throughout the development? Kate Aanenson: That was the intent of the PUD is to provide cross access agreement as there may be opportunities at certain times where someone's having a major event and they need some shared parking and that would work. Mayor Furlong: Okay, but that does exist within the PUD and that's part of the requirements here? Kate Aanenson: Yes. Yes. They will own this lot but there was cross access agreements, yes. Mayor Furlong: Okay, and that would be true if on off hours somebody wanted to use their parking lot, another tenant on the other side? Okay. And then, okay. Thank you. That's all the questions I have at this time. And let me see, we did have a public hearing at the Planning Commission so at this point I would ask if there are any comments or discussion. Kate Aanenson: There is somebody here representing Primrose if you had any questions too. I'm not sure. Mayor Furlong: Thank you. I missed that. The applicant, please. Thank you Ms. Aanenson. Thought I had missed something and it was you. Michael Thedieck: Good evening. My name is Michael Thedieck. I live at 2676 Whitehurst Road, Deland, Florida. I represent Children's Design Group. We just want to say thank you, thanks to the staff for working with us. This isn't a standard building for us but we worked out way through it and are very happy with the results for it. I think it's going to be a good project for everybody. Mayor Furlong: Okay, very good. Thank you. Kate Aanenson: I would just like to thank Sharmeen AI-Jaff who did a good job of pushing a little bit to get a really nice building down there and I think they, we worked really well together. It's a nice building. Mayor Furlong: Very good, thank you. Any discussion? Comments? Councilman Laufenburger: I like to see growth. Mayor Furlong: And that's where I was going to start. It's always nice to see businesses wanting to invest in the city of Chanhassen and especially with the economy as it has been and continues to be in some areas for businesses to choose to make their investment here in town is something we should be thankful for and are thankful for and grateful for. I do want to also thank city staff and the applicant for working together as they have to get this here. I know that or I understand there have been many meetings and discussions but from everything that I've seen, it looks like a very nice looking building and we certainly wish the Primrose business all the success in the world here in Chanhassen so with that we have a number of issues before us that without objection I think we can take in a single motion. Would anybody like to make a motion? 16 Chanhassen City Council — March 26, 2012 Councilwoman Ernst: Mr. Mayor I'll make the motion. Mayor Furlong: Councilwoman Ernst. Councilwoman Ernst: I make a motion that City Council approve Planned Unit Development Amendment, Preliminary and Final Plat, the Site Plan approval, vacation of drainage and utility easement and adoption of Findings of Fact and Recommendation as stated in the staff reports dated March 26, 2012. Mayor Furlong: Okay. Thank you. Is there a second? Councilwoman Tjomhom: Second. Mayor Furlong: Thank you. Motion's been made and seconded. Any discussion on the motion? Hearing none, we'll proceed with the vote. Resolution #2012-19: Councilwoman Ernst moved, Councilwoman Tjornhom seconded that the City Council adopts a resolution approving the vacation of drainage and utility easements on Outlot A, Crossroads of Chanhassen as shown on the attached survey prepared by Westwood Professional Services, Inc. All voted in favor and the motion carried unanimously with a vote of 4 to 0. Councilwoman Ernst moved, Councilwoman Tjornhom seconded that the City Council approves the Planned Unit Development amendment in the attached ordinance for Chanhassen Gateway clarifying building size as shown below (amendments are shown in bold), and including the attached Findings of Fact and Recommendation: CHANHASSEN GATEWAY PUD DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a MIXED USE PUD including a Neighborhood Commercial, office and Residential. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive development. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. The Neighborhood Business District regulations shall apply to Lots 1-3, Block 1 and Outlot A, Crossroads of Chanhassen , except as modified by this ordinance. The R-16 District regulations shall apply to Outlot C, except as modified by this ordinance. Exhibit A, as revised herein to reflect the changes to the commercial portion, reflects the site layout and buildings as referenced herein. 17 Chanhassen City Council — March 26, 2012 b. Permitted Uses • The permitted uses in this zone should be limited to appropriate commercial and service uses consistent with meeting the daily needs of the neighborhood. The uses shall be limited to those as defined herein. If there is a question as to whether or not a use meets the definition, the Community Development Director shall make that interpretation. The type of uses to be provided on these lots shall be low intensity neighborhood oriented retail and service establishments to meet daily needs of residents. Commercial and office uses shall be limited to the area located south of Highway 212. Residential uses shall be located north of Highway 212 and along the western portion of the southern half. • Small to medium-sized restaurant -not to exceed 8,000 square feet per building (no drive-thru windows except drive-thru windows are allowed for tenants whose primary use is the sale of coffee. The drive-thru lane shall be screened and the exterior wall of the drive-thru shall contain the same level of architectural detail as any other elevation visible by the public. • Banks with a drive-in service window • Office • Day care • Neighborhood scale commercial up to 8,000 square feet per tenant with the exception of building 4C. A tenant may occupy up to 10,000 square feet of said building and building 4G for a daycare to occupy 12,000 square feet. No individual service component of a retail building shall occupy more than 8,000 square feet of a building. • Convenience store with or without gas pumps and car wash. • Specialty retail (Book Store, Jewelry, Sporting Goods Sale/Rental, Retail Sales, Retail Shops, Apparel Sales, etc.) 18 Chanhassen City Council — March 26, 2012 • Personal Services (an establishment or place of business primarily engaged in providing individual services generally related to personal needs, such as a Tailor Shop, Shoe Repair, Self -Service Laundry, Laundry Pick-up Station, Dry Cleaning, Dance Studios, etc). • Residential High Density (8-16 units per net acre). The total number of units for the entire site may not exceed 150 units. C. Building Area • Commercial/Office — Not to exceed 75,000 square feet for the entire development • Maximum Commercial/Office lot usage is a Floor Area Ratio of 0.3 • Maximum office/commercial building area per tenant may not exceed 8,000 square feet • Maximum residential units may not exceed 150 units. d. Prohibited Ancillary Uses • Drive-thru Windows except banks, coffee shops or pharmacies. • Outdoor storage and display of merchandise such as propane, salt, window washer fluid, etc. except on the sidewalk surrounding the convenience store 4A. The outdoor display of merchandise shall not impede nor interfere with pedestrian traffic. e. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Boundary Building/ Parking Setbacks feet Lyman Boulevard 20/20 Highway 101 North of Highway 312 50/50 Highway 101 South of Highway 312 20/20 Highway 312 50/50 Northerly Project Property Line 50/20 Westerly Project Property Line 50/20 Internal Project property lines 0/0 Internal Right -of -Way Crossroads Boulevard 20/20 Hard Surface Coverage -Residential 50% Commercial and Office Hard Surface Coverage 70% Maximum Commercial(Retail) Building/Structure Height 1 story Maximum Office BuildinglStructure Height 2 stories Maximum Residential Building/Structure Height 35 or 3 stories, whichever is less f. Non -Residential Building Materials and Design There shall not be underdeveloped backsides of buildings. All elevations shall receive nearly equal treatment and visual qualities. Buildings and site design shall comply with design standards outlined in Article XXHI. General Supplemental Regulations, Division 7 of the Zoning Ordinance. WE Chanhassen City Council — March 26, 2012 9. Residential Standards Buildings and site design shall comply with design standards outlined in Article )XIII. General Supplemental Regulations, Division 9 of the Zoning Ordinance. 1. All units shall have access onto an interior private street. 2. A design palette shall be approved for the entire project. The palette shall include colors for siding, shakes, shutters, shingles, brick, stone, etc. 3. All foundation walls shall be screened by landscaping or retaining walls. h. Site Landscaping and Screening The intent of this section is to improve the appearance of vehicular use areas and property abutting public rights-of-way; to require buffering between different land uses; and to protect, preserve and promote the aesthetic appeal, character and value of the surrounding neighborhoods; to promote public health and safety through the reduction of noise pollution, air pollution, visual pollution and glare. 1. The landscaping standards shall provide for screening for visual impacts associated with a given use, including but not limited to, truck loading areas, trash storage, parking lots, Large unadorned building massing, etc. 2. Each lot for development shall submit a separate landscaping plan as a part of the site plan review process. 3. All open spaces and non -parking lot surfaces, except for plaza areas, shall be landscaped, rockscaped, or covered with plantings and/or lawn material. Tree wells shall be included in pedestrian areas and plazas. 4. Undulating berms, north of Lyman Boulevard, north and south of Highway 312 and west of Highway 101 shall be sodded or seeded at the conclusion of grading and utility construction. The required buffer landscaping may be installed where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 5. Loading areas shall be screened from public right-of-ways. Wing walls may be required where deemed appropriate. 6. Native species shall be incorporated into site landscaping, whenever possible. i. Street Furnishings Benches, kiosks, trash receptacles, planters and other street funtishings should be of design and materials consistent with the character of the area. Wherever possible, street furnishings should be consolidated to avoid visual clutter and facilitate pedestrian movement. i. Signage 20 Chanhassen City Council — March 26, 2012 The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment and the business's ability to attract sources of economic development and growth, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: a. Establish standards which permit businesses a reasonable and equitable opportunity to advertise their name and service; b. Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; c. Ensure that signs do not create safety hazards; d. Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; e. Preserve and protect property values; f. Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; g. Limit temporary commercial signs and advertising displays which provide an opportunity for grand opening and occasional sales events while restricting signs which create continuous visual clutter and hazards at public right-of-way intersections. j.1. Proieet Identification Sian One project identification sign for the commercial portion of the development located at the entrance off of Highway 101. Project identification signs shall not exceed 80 square feet in sign display area nor be greater than eight feet in height. The sign shall be setback a minimum of 10 feet from the property line. As an alternative, the project identification sign may be located at the southeast comer of Lot 2, Block 1. If the sign is located in the right-of-way, an encroachment agreement must be obtained. Otherwise, the sign must maintain a 10 foot setback from property lines and may not exceed 24 square feet nor be higher than 5 feet. j.2. Monument Sign One monument sign shall be permitted at the entrance to the development off of Lake Susan Drive. One monument sign per lot shall be permitted for the commercial portion of the site. One multi -tenant sign shall be permitted at the entrance into the development off of Highway 101 and two signs off of Lyman Boulevard. These signs shall not exceed 24 square feet in sign display area nor be greater than 5 feet in height except Kwik Trip, located on Lot 1, Block 1, shall be permitted a 48 square -foot, 8 -foot high monument sign. These signs must comply with all ordinances pertaining to size and percent of sign area dedicated to gas prices as well as any other 21 Chanhassen City Council — March 26, 2012 applicable regulations. These signs shall be set back a minimum of 10 feet from the property line. j.3. Wall Signs a. The location of letters and logos shall be restricted to the approved building sign bands, the tops of which shall not extend above parapet height. The letters and logos shall be restricted to a maximum of 30 inches in height All individual letters and logos comprising each sign shall be constructed of wood, metal, or translucent facing. b. Second story illuminated signs that can be viewed from neighborhoods outside the PUD site, are prohibited. c. Tenant signage shall consist of store identification only. Copy is restricted to the tenant's proper name and major product or service offered. Corporate logos, emblems and similar identifying devices are permitted provided they are confined within the signage band and do not occupy more than 15% of the sign area unless the logo is the sign. d. Wall signs are limited to two elevations per building. j.4. Festive Flags/Banners a. Flags and banners shall be permitted on approved standards attached to the building facade and on standards attached to pedestrian area lighting. b. Flags and banners shall be constructed of fabric or vinyl. c. Banners shall not contain advertising for individual users, businesses, services, or products. d. Flags and banners shall project from buildings a maximum of two feet. e. Flags and banners shall have a maximum area of 10 square feet. f. Flags and banners which are tom or excessively worn shall be removed at the request of the city. j.5. Building Directory a. In multi -tenant buildings, one building directory sign may be permitted. The directory sign shall not exceed eight square feet. j.6 Directional Signs a. On -premises signs shall not be larger than four (4) square feet. The maximum height of the sign shall not exceed five (5) feet from the ground. The placement of directional signs on the property shall be so located such that the sign does not adversely affect adjacent properties (including site lines or confusion of adjoining ingress or egress) or the general appearance of the site from public rights-of-way. No more than four (4) signs shall be allowed per lot. The city council may allow additional signs in situations where access is confusing or traffic safety could be jeopardized. 22 Chanhassen City Council — March 26, 2012 In. Off -premises signs shall be allowed only in situations where access is confusing and traffic safety could be jeopardized or traffic could be inappropriately routed through residential streets. The size of the sign shall be no larger than what is needed to effectively view the sign from the roadway and shall be approved by the city council. c. Bench signs are prohibited except at transit stops as authorized by the local transit authority. d. Signs and Graphics. Wherever possible, traffic control, directional and other public signs should be consolidated and grouped with other street fixtures and furnishings to reduce visual clutter and to facilitate vehicular and pedestrian movement. A system of directional signs should also be established to direct traffic within the commercial area and away from residential areas. j.7. Prohibited Signs • Pylon signs are prohibited. • Back lit awnings are prohibited. • Window Signs are prohibited except for company logo/symbol and not the name. Such logo shall not exceed 10% of a window area. • Menu Signs are prohibited. j.8. Sign Design and Permit Requirements a. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. b. All signs require a separate sign permit. c. Wall business signs shall comply with the city's sign ordinance for the Neighborhood business district for determination of maximum sign area. Wall signs may be permitted on the "street" front and primary parking lot front of each building. k. Lighting 1. Lighting for the interior of the development shall be consistent throughout the development. High pressure sodium vapor lamps or LED with decorative natural colored pole shall be used throughout the development parking lot area for lighting. Decorative, pedestrian scale lighting shall be used in plaza and sidewalk areas and may be used in parking lot areas. Parking lot light poles may not exceed 25 feet in height. 2. Light fixtures in areas other than parking lots should be kept to a pedestrian scale (12 to 18 feet). Street light fixtures should accommodate vertical banners for use in identifying the commercial area. 3. All light fixtures shall be shielded. Light level for site lighting shall be no more than '/z foot candle at the project perimeter property line. This does not apply to street lighting. 23 Chanhassen City Council — March 26, 2012 4. Lighting for parking areas shall minimize the use of lights on pole standards in the parking area. Rather, emphasis should be placed on building lights and poles located in close proximity to buildings. Non -Residential Parking Parking shall be provided based on the shared use of parking areas whenever possible. Cross access easements and the joint use of parking facilities shall be protected by a recorded instrument acceptable to the city. 2. The development shall be treated as an integrated shopping center and provide a minimum of one space per 200 square feet of commercial/retail area. The office/personal service component shall he treated as an integrated office building and provide 4.5 space per 1,000 square feet for the first 49,999 square feet, four per thousand square feet for the second 50,000 square feet, and 3.5 per thousand square feet thereafter. in. Residential Parking shall comply with city code requirements." All voted in favor and the motion carried unanimously with a vote of 4 to 0. Resolution #2012-20: Councilwoman Ernst moved, Councilwoman Tjornhom seconded that the City Council approves the preliminary and final plat for Planning Case 12-02 for Crossroads of Chanhassen 2°" Addition as shown in plans dated received February 3, 2012, and including the attached Findings of Fact and Recommendation, subject to the following conditions: 1. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. 2. Collector and Arterial Roadway Traffic Impact Zone fees will be collected with the final plat. The fee will be based on the commercial rate of $3,600 per acre. Total due will be $3,600/acre x 1.76 acres = $6,336.00. 3. All outstanding assessments must be paid prior to final plat. Remaining Trunk Highway 101/Lyman Boulevard assessments are approximately $3,004. 4. Storm water connection fees will be collected with the final plat. The fees are calculated based upon an area of 1.76 acres as indicated in the Site Plan. Water quality fees were calculated to be 1.76 acres multiplied by $19,730.00/acre. This is equal to $34,724.80. Water quantity fees were calculated to be 1.76 acres multiplied by $7,650.00/acre. This is equal to $13,464.00. A credit is applied to the water quality fee based upon the total acreage treated to NURP recommendations and any skimmer type structures installed. As the entire lot is to be treated in the NURP basin north of the site the credit is 1.76 acres multiplied by one-half of the Water Quality fee, or 1.76 acres multiplied by $9,865.00/acre. This is a credit of $17,362.40. Based upon these calculations, $30,826.40 is due at the time the final plat is recorded. 5. The City sidewalk is located on the property of this proposed development. This sidewalk will need to be covered by an easement for access and maintenance by the City. 24 Chanhassen City Council — March 26, 2012 6. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a site plan agreement with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will be required, including the MPCA, Carver County, and MnDOT. 7. The proposed storm sewer, draintile, and service connections within the property are private and must be maintained by the owner. 8. Revise the storm water calculations/plans so that they correlate. Runoff rates must be less than or equal to the rates approved with the Crossroads of Chanhassen subdivision. Provide explanation of volume calculations of ponding in turf area. Show size of areas on drainage maps.,, All voted in favor and the motion carried unanimously with a vote of 4 to 0. Councilwoman Ernst moved, Councilwoman Tjornhom seconded that the City Council approves the site plan consisting of a 12,000 square -foot daycare (Building 4G), Planning Case 12-02 for Primrose School of Chanhassen as shown in plans dated received February 3, 2012, and including the attached Findings of Fact and Recommendation, subject to the following conditions: All existing boulevard trees along the east property line must be protected during construction or replaced after construction. They shall be incorporated into the landscape plan. 2. Due to existing soil conditions that are mostly clay with an alkaline tendency, staff recommends that the red maple selection be changed to a sugar or freeman maple variety in order to insure long-term survivability. Revise the storm water calculations/plans so that they correlate. Runoff rates must be less than or equal to the rates approved with the Crossroads of Chanhassen subdivision. Provide explanation of volume calculations of ponding in turf area. Show size of areas on drainage maps. 4. A permit is required from the appropriate agency for any offsite grading. Currently the plans show grading in the county right of way which would require a permit from Carver County. 5. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 6. A fence shall be installed above the proposed retaining wall in any area where the vertical separation exceeds 4' in height. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 25 Chanhassen City Council — March 26, 2012 8. The additional sanitary sewer service which is not being utilized must be sealed at the mainline. 9. The proposed storm sewer, draintile, and service connections within the property are private and must be maintained by the owner. 10. Each new building is subject to sanitary sewer and water hookup charges. The 2012 trunk hookup charge is $2,107 for sanitary sewer and $5,717 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 11. A Stormwater Pollution Prevention Plan must be submitted to the City for review and approval. 12. Silt fence shall be standard machine sliced or heavy duty per Section 3886 of MnDOT Standards and Specification Manual for Construction in all areas with a positive gradient towards waters of the state. Chanhassen standard detail plates shall be included in the construction details of the plan set. These will include, at a minimum, Plate No. 3107, 5300, 5301, 5302 and 5302A. 13. Sheet C5.01 B shall include the specifics of stabilization for the disturbed areas adjacent to the pond including the pipe, inlet, outlet and ingress and egress. MnDOT seed mix 100 or 110 are unacceptable as permanent cover crops and must be changed to a seed mix more appropriate to duration and site conditions. Further, MnDOT and BWSR have compiled new seed mixtures and these shall be consulted. 14. The X -Grass areas are considered impervious and should be calculated as such. The table on Sheet No. C5.01 B shall be revised to indicate this. The line item POST -CONSTRUCTION IMPERVIOUS shall read 1.28 AC-+. This is the number that shall be used to calculate total hardcover on the entire Crossroads of Chanhassen PUD development. 15. Encroachment agreements are needed for any structure located in the drainage and utility easements. This includes but is not limited to the entrance monument, light poles, playground equipment, artificial turf, and fence, located in drainage and utility easements. 16. Upon completion, the applicant shall submit a set of "as -built" plans signed by a professional engineer. 17. All of the maintenance for landscaping, and irrigation within the City right of way must be maintained by the developer. 18. The applicant shall work with staff on minor plan modifications. 19. A wetland buffer 16.5 feet in width and a 30 -foot setback from the wetland buffer must be maintained around Wetland 1. Secondary structures are allowed to encroach up to 50% of the setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 26 Chanhassen City Council — March 26, 2012 20. Fire Marshal Conditions: a. "No parking, fire lane" signs will be required along with yellow painted curbing. Contact Chanhassen Fire Marshal for details. 21. Building Official Conditions: a. The building(s) are required to have automatic fire extinguishing systems. b. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. d. Fenced "play" areas must be provided with approved exiting systems. e. Detailed occupancy and accessibility related requirements will be addressed when complete building plans are submitted. £ The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 22. All rooftop and ground equipment must be screened from views. 23. Approval of the site plan applications is contingent upon approval of the final plat and the PUD amendment — Planning Case 2012-01. 24. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. 25. Sign illumination and design shall comply with ordinance. 26. Approval of the site plan is contingent upon vacation of drainage and utility easement. 27. The fence may not exceed six and one-half feet in height. 28. The exterior material for the trash enclosure must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. 29. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of SloW Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days 27 Chanhassen City Council — March 26, 2012 These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or manmade systems that discharge to a surface water." All voted in favor and the motion carried unanimously with a vote of 4 to 0. APPOINTMENTS TO PLANNING, PARK AND RECREATION AND SENIOR COMMISSIONS. Mayor Furlong: Over the last several meetings and again this evening the City Council's had the pleasure of interviewing a number of citizens who have expressed interest in serving on our 4 city commissions. These commissions are made up of volunteers. Citizen volunteers who give of their time and talent to serve all of us and as a representative of the council we all appreciate their service. The four commissions that serve the City Council are the Planning Commission, Park and Rec, Senior Commission and Environmental Commission. Because of some scheduling issues we have not completed our interviews for the Environmental Commission candidates at this point. We will complete those at our next meeting, our first meeting in April and likely will make appointments there for the Environmental Commission at that time. But this evening we'd like to make appointments to the other 3 commissions and I'll start off by making the comments that these are always challenging decisions because we often have more people, qualified people for the positions than we have positions available and so regardless of the outcome here for the people involved I want to express my sincere thanks, and I know I'm speaking for the council, for their interest in being involved and for their desire to serve all of us. With regard to the open commissions, for the Planning Commission we have 3 positions that are available. Open. Two of the commissions, or two of the positions are for 3 year terms and one is for a 1 year term to fill the vacancy of an outgoing commission member. Also for the park and rec commission we have two 3 year positions that are available, or vacant beginning next month and on the Senior Commission we will have three 3 year positions. I would propose to council and I will place a recommendation the following individuals for the respective commissions and terms. For the Planning Commission would nominate Lisa Hokkanen and Kelsey Nelson for 3 year terms each and Bill Colopoulos, excuse me Bill, for a one year tens. For the Park and Rec Commission we propose to appoint Elise Ryan for the 3 year tens and for the Senior Commission we would nominate Barbara Nelson, Dorina Tripton and. Todd Gerhardt: Nevin Councilman Laufenburger: Barbara Nevin. Mayor Furlong: I'm sorry, Barbara Nevin. Did I say Nelson? I apologize. Thank you for correcting me. Barbara Nevin, Dorina Tripton and Camille Swanson for each for a 3 year tern on the Senior Commission. That would be the nomination. I would ask for a second. Councilman Laufenburger: Second. Mayor Furlong: Motion's been seconded. Nominations have been seconded. Any discussion on any of the process or the nominees. Councilman Laufenburger: Mr. Mayor? Mayor Furlong: Mr. Laufenburger. Councilman Laufenburger: Yeah, it's always a joy for me to meet the people who are interested in serving the community. I'm especially proud that there are 5 new folks that are going to be serving on 28 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.2271140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.2271110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Sharmeen Al-Jaff, Senior Planner 44 DATE: March 26, 2012 SUBJ: Planned Unit Development Amendment to existing standards (Chanhassen Gateway PUD); Preliminary and Final Plat to subdivide 6.15 acres into one lot and one outlot (Crossroads of Chanhassen 2nd Addition); and Site Plan approval for the construction of a daycare building (Primrose of Chanhassen) — Planning Case #2012-02 PROPOSED MOTION "The Chanhassen City Council approves a Planned Unit Development Amendment to the existing standards (Chanhassen Gateway PUD); Preliminary and Final Plat to subdivide 6.15 acres into one lot and one outlot (Crossroads of Chanhassen 2"d Addition); Site Plan Approval for construction of a daycare facility (Primrose of Chanhassen); and Adoption of the attached Findings of Fact and Recommendation and Resolution." City Council approval requires a majority vote of City Council present. EXECUTIVE SUMMARY The developer is requesting Planned Unit Development Amendment to existing standards (Chanhassen Gateway PUD); Preliminary and Final glat to subdivide 6.15 acres into one lot and one outlot (Crossroads of Chanhassen 2" Addition); and site plan approval for the construction of a daycare building (Primrose of Chanhassen). The site is located north of Lyman Boulevard, west of Crossroads Boulevard and southeast of Highway 212. Access to the site will be gained off of Crossroads Boulevard. The site is zoned Planned Unit Development -Mixed Use. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on March 6, 2012 to review the proposed development. The Planning Commission voted unanimously to recommend approval of the project. The March 6, 2012 Planning Commission minutes are Item I a of the City Council packet. Web Site Staff would like to point out that Mr. Fred Riese, a resident, contacted staff regarding the www.ci.chanhassen.mn.us public hearing at the Planning Commission. Staff unintentionally gave him the wrong time and therefore he was unable to provide his comments at the public hearing. Staff apologized to Mr. Riese and requested that he submit his comments in writing so that they could be included in the report to the council (see Attachment 1). SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Todd Gerhardt Primrose of Chanhassen — Planning Case 2012-02 March 26, 2012 Page 2 RECOMMENDATION Staff recommends approval of the site plan. ATTACHMENTS 1. Letter from Fred Riese, dated March 16, 2012 2. Resolution. 3. Final Plat. 4. Staff Report Dated 3/26/2012. gApIW2012 planning cases12012-02 primrose school\executive summary.doc Date: March 16, 2012 Dear Chanhassen City Council Board Members and Members of the Planning Commission, My name is Frederick C. Riese. I am a resident of Chanhassen and live at 9154 Sunnyvale Drive, Chanhassen, MN 55317. Thank you for taking the time to review my comments concerning the Primrose development planning case number 2012-02. 1 will keep my comments and concerns straight forward and to the point. 1- The Planned Unit Development (PUD) for the land planned for development is currently intended to accommodate and serve all economic levels of Chanhassen. This is a very economically diverse community. The PUD does allow for a Day Care. The Primrose Childcare does not serve the diverse economic levels that exist within the surrounding neighborhoods. Primrose caters to the smaller, more upscale demographics of Chanhassen. It will not serve the community as a whole as originally intended by the PUD. 2- 1 believe changing the PUD to accommodate the Primrose Childcare will reduce the tax revenue originally intended by the PUD and have a negative economic impact on the city. I have been told by Sharmeen AI-jaf, the senior planner, that the property taxes collected by the city of Chanhassen for the property is hypothetical. I do not believe that the city council should be basing its decisions on hypothetical data and that the city council should have accurate economic data reflecting the difference between the original PUD and the proposed changes to accommodate the Primrose Childcare Center. Please keep in mind the PUD is based upon a long term plan for the city. Changing of the PUD would affect the city of Chanhassen for the long term. 3- The current PUD will allow only for a 10,000 sq/ft building to be built in the location of building 4G. Primrose is proposing to build a 12,000 sq/ft building. I believe the city council should not grant a variance concerning the extra footage being requested by the developer of the Primrose Childcare Center since approval of this would mean a major change to the current PUD. 4- Non Residential Parking: Under the current PUD plan a 12,000 sq/ft childcare center would require one (1) space per 200 square feet of commercial/retail area as called out by the PUD. The current plan for the Primrose Childcare only allows for 48 parking spots. The minimum for a 12,000 sq/ft commercial building would call for 60 parking spots. Considering the Primrose Childcare would need to employ approximately 40 to 50 employees the minimum of 60 parking spots should be required. 5- As a suggestion I recommend that the city council ask the Developer of the Primrose Childcare Center if they have obtained financing for this project. At minimum they should produce a copy of the commitment letter from the lending institution. Under the current economic and lending atmosphere that is present in today's economy I believe this is a relevant question and request. Thank you again for giving me this opportunity to relay my comments to the City Council and to present this written document to the Chanhassen Planning Commission for their review. Respectfully, Frederick C. Riese CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: RESOLUTION NO: MOTION BY: SECONDED BY: A RESOLUTION APPROVING A FINAL PLAT CREATING CROSSROADS OF CHANHASSEN 2ND ADDITION WHEREAS, Kraus -Anderson Realty Corporation has requested a subdivision of their property into one lot of 1.76 acres and one outlot of 4.39 acres; and WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen City Code; and WHEREAS, the Chanhassen Planning Commission held a public hearing on March 6, 2012 and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning ordinance and recommended approval of the subdivision. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves the final plat for Crossroads of Chanhassen 2"d Addition (Planning Case #2012-02) creating one lot and one outlot, legally described as Outlot A, Crossroads of Chanhassen. The approval of the subdivision is subject to the following conditions: 1. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. 2. Collector and Arterial Roadway Traffic Impact Zone fees will be collected with the final plat. The fee will be based on the commercial rate of $3,600 per acre. Total due will be $3,600/acre x 1.76 acres = $6,336.00. 3. All outstanding assessments must be paid prior to final plat. Remaining Trunk Highway 101/Lyman Boulevard assessments are approximately $3,004. 4. Storm water connection fees will be collected with the final plat. The fees are calculated based upon an area of 1.76 acres as indicated in the Site Plan. Water quality fees were calculated to be 1.76 acres multiplied by $19,730.00/acre. This is equal to $34,724.80. Water quantity fees were calculated to be 1.76 acres multiplied by $7,650.00/acre. This is equal to $13,464.00. A credit is applied to the water quality fee based upon the total acreage treated to NURP recommendations and any skimmer type structures installed. As the entire lot is to be treated in the NURP basin north of the site the credit is 1.76 acres multiplied by one-half of the Water Quality fee, or 1.76 acres multiplied by $9,865.00/acre. This is a credit of $17,362.40. Based upon these calculations, $30,826.40 is due at the time the final plat is recorded. 5. The City sidewalk is located on the property of this proposed development. This sidewalk will need to be covered by an easement for access and maintenance by the City. 6. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a site plan agreement with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will be required, including the MPCA, Carver County, and MnDOT. 7. The proposed storm sewer, draintile, and service connections within the property are private and must be maintained by the owner. 8. Revise the storm water calculations/plans so that they correlate. Runoff rates must be less than or equal to the rates approved with the Crossroads of Chanhassen subdivision. Provide explanation of volume calculations of ponding in turf area. Show size of areas on drainage maps.,, Passed and adopted by the Chanhassen City Council this 2e day of March, 2012. ATTEST: Todd Gerhardt, City Clerk/Manager YES g:�planQ012 planning caae0012-02 linos schooPsubdivision ms luhon.doc Thomas A. Furlong, Mayor ABSENT CROSSROADS OF CHANHASSEN 2ND ADDITION T [umnrBev[n me nip r w � ..m we • .,.. °"" r"'• °v iO'"" exxiwx...�o ..r ,we... e'�xw,. o. u... unu mx.a. niB:nv °'x mr=rrnBawW'!. m-.'m,'wv°...,. mx ...— a x.e —n---mx-- Bi auras mqw, rw b uens/r....w.r <'� �"i rmHM'o' xuSsp ap .0.M1 rm .n m. av" s. Westwood I 01 P IN Yy6aKSp•R / �}^ /-- 3Zi ly,;S — — — —� i s CF 01 I r A•ri. rL .L T [umnrBev[n me nip r w � ..m we • .,.. °"" r"'• °v iO'"" exxiwx...�o ..r ,we... e'�xw,. o. u... unu mx.a. niB:nv °'x mr=rrnBawW'!. m-.'m,'wv°...,. mx ...— a x.e —n---mx-- Bi auras mqw, rw b uens/r....w.r <'� �"i rmHM'o' xuSsp ap .0.M1 rm .n m. av" s. Westwood PROPOSED MOTION: "The Chanhassen City Council approves a Planned Unit Development Amendment to the existing standards; Preliminary and Final Plat to subdivide 6.15 acres into one lot and one outlot (Crossroads of Chanhassen 2" Addition); Site Plan Approval for construction of a daycare facility (Primrose of Chanhassen); and adoption of the attached findings of fact and recommendation and resolution." SUMMARY OF REQUEST: The applicant is requesting a Planned Unit Development Amendment to existing standards, preliminary and Final plat to subdivide 6.15 acres into one lot and one outlot — Crossroads of Chanhassen 2nd Addition; and site plan approval for the construction of a daycare building. Notice of this public hearing has been mailed to all property owners within the required 500 feet. Staff is recommending approval of the request with conditions. LOCATION: North of Lyman Boulevard, West of Crossroads Boulevard and southeast of Highway 212. APPLICANT: Children's Design Group 1114 Eagles Creek Way Acworth, GA 30101 Mr. Mark Pavey Phone: 770-485-8496 child.desim@jgiLdMnLng.com Kraus -Anderson, Inc. 4210 West Old Shakopee Road Bloomington, MN 55437 Mr. David Stalsberg (952)881-8166 dstalsberg(u,karealty.com PRESENT ZONING: Planned Unit Development, Mixed Use — PUD, Mixed Use 2030 LAND USE PLAN: Mixed Use ACREAGE: 6.15 Acres DENSITY: N/A LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City has a relatively high level of discretion in approving amendments to PUDs because the City is acting in its legislative or policy making capacity. A PUD amendment must be consistent with the City's Comprehensive Plan. The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 2 of 35 The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. PROPOSAL/SUMMARY The request consists of multiple applications to facilitate the construction of a daycare center. The request includes a Planned Unit Development Amendment to existing standards, a Preliminary and Final Plat to subdivide 6.15 acres, and Site Plan Approval for a daycare center. The site is located north of Lyman Boulevard, west of Crossroads Boulevard and southeast of Highway 212. Access to the site will be gained off of Crossroads Boulevard. The site is zoned Planned Unit Development -Mixed Use. rl= SUBJECT PROPERTY ra eAo nor � rr�l aM1�ri� r16'=°� !@1 �• GYG reS / I F G- F ACVr r r < OF 173h The following is a summary of the requests: 1. Planned Unit Development Amendment: The first request is to amend the size limitation element for a single user. Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 3 of 35 2. Subdivision/Preliminary and Final Plat: The second request is for the subdivision of 6.15 acres into one lot and one outlot. Lot 1, Block 1, is proposed to contain a daycare center. Outlot A contains a stormwater pond and a wetland. 3. Site Plan: The final request is for a site plan to construct a 12,000 square -foot daycare building. Site coverage is averaged over the entire development. This is permitted under the PUD ordinance (Section 20-505 (e)). The total permitted site coverage is 70 percent. The proposed development has a total hard coverage area of 45.4%. The design of the building is attractive and is proposed to be constructed of high-quality materials. They include brick and block. All elevations that can be viewed by the public have received equal attention. Parking is buffered from views by buildings and landscaping. Sidewalks and trails allow for connections between the subject site and the surrounding buildings and separates pedestrian from vehicular traffic. Access to the site is provided via an internal street (Crossroads Boulevard). There will not be direct access to Highway 212 or Lyman Boulevard. Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 4 of 35 Staff regards the project as a well-designed development. The overall design is sensitive to the surrounding area. Based upon the foregoing, staff is recommending approval of the site plan, subdivision and planned unit development amendment with conditions as outlined in the staff report. APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article II, Division 2, Amendments Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article VII, Planned Unit Development District Chapter 20, Article XX II, Division 7, Design Standards for Commercial, Industrial, and Office - Institutional Developments BACKGROUND The Land Use Plan designates areas around the TH 101frH 212 interchange as mixed use. This category has been established to accommodate either commercial or high-density residential developments. The high-density category, which includes units with a maximum net density of 16.0 units per acre, accommodates apartments and higher density condominium units, but would also permit the development of townhome-type units. The commercial use is intended to support or complement high-density residential development. Commercial uses may include convenience grocery stores, daycare facilities, etc., or those uses that meet the daily needs of the residents. Although the underlying commercial district does not limit the size of buildings, staff recommended individual users be limited to 8,000 square feet. While we are adjusting this number upward in response to changing market conditions, we still believe that this size user would be consistent with the neighborhood commercial type of use. Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 5 of 35 Concept Plan On January 4, 2005, the Planning Commission reviewed and approved the Concept PUD for the site (not to be confused with site plan approval). This plan was later approved by City Council on January 24, 2005. This final concept layout reflected a residential component within the areas located north and south of Lake Susan Drive with the highest density concentration facing Highway 101. The portion of the site located south of Highway 212 consisted of a mix of commercial and residential uses. In that instance, the residential part encompassed the western portion of the site while the commercial part occupied the remainder of the site, and faced Highways 101, 212, and Lyman Boulevard. Highwav Plans w/Site Lavout North Site Location Realigned Highway 101 New Highway. 212 Proposed Lighted Intersection Future Southn'est Metro Transit Station Soni Site Location . Lamar B.ul and & Highway 101 Interchange The portion of the site located south of Highway 212 consisted of a mix of commercial and residential uses. In that instance, the residential part encompassed the western portion of the site while the commercial part occupied the remainder of the site, and faced Highways 101, 212, and Lyman Boulevard. Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 6 of 35 Development Plan On June 27, 2005, the City Council approved rezoning the property from Residential Single Family to Planned Unit Development -Mixed Use and adopted the Planned Unit Development ordinance that regulated and set standards for the development of this site including permitted uses, landscaping, setbacks, signage, building materials, architectural standards, parking, etc. On February 27, 2006, the Chanhassen City Council approved a site plan for the construction of a three-story multi -family building containing 48 units, and located northwest of the intersection of Highways 312/101 (north site). On January 24, 2008, the City requested the vacation of right-of-way along Old Trunk Highway 101. A portion of the old highway occupies the westerly portion of the site. Development of the westerly portion of the site is contingent upon Minnesota Department of Transportation vacating the right-of-way. Amended Development Plan On March 10, 2008, the Chanhassen City Council approved the following: • Planned Unit Development amendment clarifying setbacks, signage, and retail building size • Variance request to allow a 20 -foot setback from Lyman Boulevard and a 20 -foot setback from Highway 101 • Preliminary plat for Planning Case 08-01 for Crossroads of Chanhassen • Seven site plans consisting of a 5,300 square -foot convenience store with gas pumps and a 2,805 square -foot car wash (Buildings 4A), a multi -tenant building with an area of 11,000 square feet (Building 4B), a two-story multi -tenant building with a first floor area of 13,800 square feet and second floor area of 15,000 square feet (Building 4C), a one-story retail building with an area of 8,000 square feet (Building 4D), a 5,000 square -foot bank with drive-thru window (Building 4E), a 3,400 square -foot retail building (Building 417), and a 10,000 square- foot Deli and Liquor Store (Building 4G). Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 7 of 35 CROSSROADS OF CH ASSFN EW "A I a i i w pYSn�lY x- . N' On April 28, 2008, the City Council approved final plat approval to subdivide 14.9 acres into three lots and one outlot — Crossroads of Chanhassen. On July 14, 2008, the Chanhassen City Council granted final plat approval for Crossroads of Chanhassen 2"d Addition creating two lots and one Outlot for the area of the development that is being reviewed as part of the development proposal for the daycare. That plat was never recorded. The current proposal now plats this same area into one lot and one outlot. As part of this submittal, staff directed the applicant to conduct a traffic study to evaluate the trip generation and circulation of the site along with the impact to the intersection of Lyman Boulevard and Highway 101. A traffic study was performed by the applicant's engineer and reviewed by the City's traffic consultant. Internally the site has acceptable circulation. The only external site issue that was discovered is at the intersection of Lyman Boulevard and Crossroads Boulevard. Access spacing guidelines for Carver County do not allow a signal at this intersection. The possibility exists that the County could someday switch the access to Crossroads Boulevard to a right-in/right-out or block some of the turning movements. SITE PLAN In order to provide a better understanding of the overall development, staff will first review the site plan component, which in turn leads to the PUD amendment. The building must comply with the Development Design Standards for Chanhassen Gateway. A PUD is required to be developed to a higher quality than other projects. Site coverage is averaged over the entire development. This is permitted under the PUD ordinance (Section 20-505 (e)). The total permitted site coverage is 70 percent. The proposed development has a total hard coverage area Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 8 of 35 of 45.4%. The design of the building is attractive and is proposed to be constructed of high quality materials. They include brick, rough -face block, awnings, and glass. All elevations that can be viewed by the public have received equal attention. Parking is proposed along the north portion of the site. It is buffered from views by a building and landscaping. Sidewalks and trails allow for connections between the building and surrounding area, which separate pedestrians from vehicular traffic. The applicant has done a commendable job on the sidewalks and pedestrian connections on this site. The trash enclosure for the building is located at the northwest corner of Lot 1, Block I. The enclosure is proposed to be built of materials that match the building. The added landscaping and boulevard trees will provide a calming affect to a busy area The site plan request is for a 12,000 square -foot daycare building. The structure is proposed to be located on Lot 1, Block 1, Crossroads of Chanhassen 2'a Addition. The building has a pronounced entrance, utilizes durable exterior materials, and exhibits articulation. Signs are located on the north and south elevations of the building. The size of the individual letters may not exceed 30 inches and the sign must comply with ordinance. The applicant is proposing to illuminate the sign with a downcast light fixture. The city code prohibits this form of sign illumination. The light fixture must be removed. All buildings within the development of Crossroads of Chanhassen maintain a 20 -foot setback from the right-of-way. To continue the vernacular perspective, the applicant will place a play area fence along the same plane as the proposed building to the east. This fence may not exceed six and one-half feet in height. Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 9 of 35 VIEW FROM NGRIHWfSf VIEW FROM NORTHEAST VIEW FROM50UTHKF5T LIGHTING/SIGNAGE The applicant prepared a lighting plan. The applicant included photometrics. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. The applicant has submitted a light fixture design. Staff is Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 10 of 35 recommending that the lights be consistent with the approved fixtures in the development. Parking lot light fixtures may be 25 feet tall. All fixtures must be shielded. The signs for this project include: One monument sign, which was approved as part of the overall development of Crossroads of Chanhassen, was part of the original approval. The sign will allow for identification of tenants in the development. The sign display area is 18.36 square feet which is less than the 24 square feet permitted by ordinance. The majority of the sign is an architectural element that frames the entrance into the development. The sign may not exceed 5 feet in height. The sign is proposed to be located at the southeast comer of the site. The sign shall be set back a minimum of 10 feet from the property line. Should the applicant use this sign for identification of their business only, then they will need to use individual -dimensioned letters rather than sign panels. r r TEHANr TEAM VT TENANT Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 11 of 35 All the buildings in the development are permitted signs on two elevations only. The proposed signs on the north and east building elevations are consistent with this requirement. Only individual letters are permitted. The size of individual letters may not exceed 30 inches. A typical Primrose sign is flat. The sign must be comprised of individual letters. The applicant must revise the design to meet ordinance requirements. PARKING The ordinance requires one parking space per six students. The building capacity is 182 students which translates to 31 parking spaces. The applicant is providing 48 parking spaces. ARCHITECTURAL COMPLIANCE Size, Portion and Placement Entries: The building has a pronounced entrance. Articulation: The building incorporates adequate detail and has been tastefully designed. The architectural style is unique to the buildings but will fit in with the surrounding area. The building will provide a variation in style through the use of brick and glass. The building utilizes exterior materials that are durable and of high quality. Signs: All signage must meet the sign criteria in the Planned Unit Development Design Standards for Chanhassen Gateway. Material and Detail High quality materials are being used on the building Color The colors chosen for the building are earth tones. The selection is unique, but blends in with the surrounding buildings. Heieht and Roof Design The maximum building height in this Planned Unit Development vanes based on the use. All buildings meet the minimum set in the ordinance. The roofline is staggered, adding articulation to the design of the buildings. The ordinance requires a pitched element on building. Multiple dormers are used to break the expanse of the pitched roof to comply with this requirement. All rooftop equipment must be screened from views. Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 12 of 35 Facade Transparency All facades viewed by the public contain more than 50 percent windows and/or doors. Loadin¢ Areas, Refuse Areas, etc. The trash enclosure is located along the northwest comer of Lot 1, Block 1. The exterior material must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. SITE PLAN FINDINGS In evaluating a site plan and building plan, the City shall consider the development's compliance with the following: (1) Consistency with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; (2) Consistency with this division; (3) Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; (4) Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; (5) Creation of functional and harmonious design for structures and site features, with special attention to the following: a. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; b. The amount and location of open space and landscaping; c. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and d. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 13 of 35 (6) Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The proposed development is consistent with the City's design requirements, the comprehensive plan, the zoning ordinance, the design standards, and the site plan review requirements with the exception of the area of the building which will require a PUD amendment. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the approved development for this area. Staff regards the project as a reasonable use of the land. The overall design is sensitive to the City's image. Based upon the foregoing, staff is recommending approval of the site plan with conditions outlined in the staff report. PUD AMENDMENT Increase in the size of a building and space occupied by a single tenant: The current language in the PUD limits the space occupied by a single tenant to 8,000 square feet with the exception of buildings 4G and 4C that were permitted to be increased to 10,000 square feet. Buildings 4F and 4G have not been built yet. The current proposal will replace those two buildings. Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 14 of 35 i CROSSROADS OF CH ASSEN Exhibit - — 3 The intent of limiting the square footage of a single tenant in the commercial/retail buildings is to insure that the types of retail operations are neighborhood -oriented in size and service. The approved PUD was for two stand-alone buildings of 10,000 square feet and 3,400 square feet. A deli and liquor store was proposed to occupy the 10,000 square -foot space and a restaurant in the 3,400 square -foot space. Primrose school is requesting to have one use within a 12,000 square -foot building. This building contains separate areas for children in different stages with over 2,500 square feet of shared office, bathroom, storage and kitchen facilities. It is staff's opinion that a daycare is a neighborhood -oriented type of use that will meet the daily needs. It still meets the intent of the district. It should be noted that the underlying commercial district does not limit commercial building areas. The limit was established with the Planned Unit Development. Should the City approve this amendment, staff recommends changing the language under permitted uses to read "Neighborhood -scale commercial up to 8,000 square feet per tenant with the exception of the daycare in building 4G. A tenant may occupy up to 12,000 square feet of said building." PLANNED UNIT DEVELOPMENT AMENDMENT FINDINGS The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse effects of the proposed amendment. The six (6) effects and our findings regarding them are: Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 15 of 35 a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Finding: The site is guided mixed use (residential and neighborhood commercial). A daycare will meet the daily needs of the surrounding area and a 12,000 square -foot building is a reasonable size building in that location. b) The proposed use is or will be compatible with the present and future land uses of the area. Finding: The proposed use is and will be compatible with the present and future land uses of the area through the implementation of the design standards, landscaping, architecture, etc. c) The proposed use conforms with all performance standards contained in the Zoning Ordinance. Finding: The proposed use will conform with all performance standards contained in the Zoning Ordinance such as design standards, signage, durable materials, uses, etc. d) The proposed use will not tend to or actually depreciate the area in which it is proposed. Finding: The proposed use is intended to meet the daily needs of the area. It could potentially add convenience to the homeowners in the area. e) The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. Finding: The site is located within the Municipal Urban Service Area. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. f) Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: Based upon traffic studies conducted by the applicant's traffic engineer, traffic generation by the proposed use is within capabilities of streets serving the property. The developer is requesting final plat approval to subdivide 6.15 acres into one lot and one outlot — Crossroads of Chanhassen 2"d Addition. Lot 1 is proposed to house a daycare center, and the outlot will contain a wetland and a storm pond. Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 16 of 35 Lot 7 OutlotA I I Lot 2 Exhibit Exhibit B On April 28, 2008, the City Council granted final plat approval of Planning Case #08-01 for Crossroads of Chanhassen for three lots and one outlot as depicted in Exhibit A. On July 14, 2008, the Chanhassen City Council granted final plat approval of Planning Case #08-01 for Crossroads of Chanhassen 2"a Addition for two lots and one outlot, as depicted in Exhibit B. This plat was never recorded and holds no legal standing. The applicant is requesting a replat of Outlot A, Crossroads of Chanhassen, into one lot and one oudot as shown in Exhibit C. The applicant is requesting preliminary and final plat approval to replat 6.15 acres into one lot and one outlot. The site is zoned Planned Unit Development -Mixed Use and is located at the northwest intersection of Crossroads Boulevard and Lyman Boulevard. Lot 1 is proposed to house a daycare building, and the outlot will contain a wetland and a storm pond. The ordinance states, "All lots shall abut for their full required minimum frontage on a public street as required by the zoning ordinance; or be accessed by a private street; or a flag lot which shall have a minimum of thirty feet of frontage on a public street." The lot has street frontage. Access to the lot is gained from a curb cut off of Crossroads Boulevard. The subdivision request is a relatively straightforward action and staff is recommending approval with conditions. There are no minimum lot areas within a PUD. The following are the lot tabulations for the project: Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 17 of 35 Lot 1, Block 1 1.76 acres Outlot A 4.39 acres Total Site 6.15 acres Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. SUBDIVISION FINDINGS I. The proposed subdivision is consistent with the zoning ordinance. Findine: The subdivision meets the intent of the city code subject to the conditions of the staff report and the PUD. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city s comprehensive plan; Findine: The proposed subdivision is consistent with applicable plans. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; Findine: The proposed site is suitable for development subject to the conditions specified in this report. 4. The proposed subdivision makes adequate provision for water supply, stone drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Findine: The proposed subdivision will be served by adequate urban infrastructure. 5. The proposed subdivision will not cause environmental damage; Findine: The proposed subdivision will not cause environmental damage subject to conditions of approval. 6. The proposed subdivision will not conflict with easements of record. Findine: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. 7. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate storm water drainage. Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 18 of 35 b. Lack of adequate roads. c. Lack of adequate sanitary sewer systems. d. Lack of adequate off-site public improvements or support systems. Finding: The proposed subdivision is provided with adequate urban infrastructure. GRADING AND DRAINAGE The 6.15 -acre site is located south of Highway 212 and northwest of the intersection of Crossroads Boulevard and Lyman Boulevard. This site consists of a wetland on the west side with pasture -type vegetation on the east. Grading for this project was completed in 2008 with the Crossroads of Chanhassen subdivision. Old Highway 101 was the only structure on this site but it was removed with the construction of Highway 212. The utilities that were present where the Old Highway 101 was located are still in place and will help to service this development. A pond was approved by the City and installed by the developer at the same time Crossroads of Chanhassen was graded. The pond was sized for the site which was submitted at that time. The developer has changed site plans and submitted stormwater calculations for the proposed site. These calculations must match or be less than the approved runoff rates from the Crossroads of Chanhassen subdivision. Revisions are needed to correlate the calculations to the submitted plans. A permit is required from the appropriate agency for any off-site grading. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. RETAINING WALLS The proposed retaining walls are as follows: A retaining wall is proposed along the west side of the building/parking area. The wall is needed due to the difference in grades. A fence shall be added above the wall for safety in any location that there is four feet of vertical elevation change. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. Length Maximum Height Location a rox. (approx.) West side of the building and proposed parking lot. 290 feet 6 feet A retaining wall is proposed along the west side of the building/parking area. The wall is needed due to the difference in grades. A fence shall be added above the wall for safety in any location that there is four feet of vertical elevation change. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 19 of 35 Sewer and water was stubbed to the property with the construction of Crossroads of Chanhassen. At the time, two sewer and water services were provided because two buildings were proposed. Since only one service will be utilized, the additional sanitary service shall be sealed at the mainline to prevent infiltration of clear water. Trunk storm sewer runs through the proposed site. This line must be publicly owned and maintained. A 35 -foot drainage and utility easement is provided on the plat to ensure future access to this utility. The proposed storm sewer, drain tile, and service connections within the property arc private and must be maintained by the owner. Each new building is subject to sanitary sewer and water hookup charges. The 2012 trunk hookup charge is $2,107 per unit for sanitary sewer and $5,717 per unit for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. Prior assessments for sewer and water were paid by the State of Minnesota. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a site plan agreement with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will be required, including the MPCA, Carver County, and MnDOT. EASEMENTS A drainage and utility easement was platted over the storm sewer and wetland in Outlot A, Crossroads of Chanhassen. It was placed over the area which was not part of the lot of the approved site plan. The site plan has changed and a small area of the easement will need to be vacated to accommodate the new site plan. A 10 -foot drainage and utility easement has been provided along Lyman Boulevard and a 35 -foot drainage and utility casement has been provided along Crossroads Boulevard. The 35 -foot drainage and utility easement is for future access to an existing county storm line. The City sidewalk is located on the property of this proposed development. This sidewalk will need to be covered by an easement for access and maintenance by the City. Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 20 of 35 TRAFFIC At the time of development of Crossroads of Chanhassen, a traffic study was completed to determine the impact of this development. This study assumed that the development of the 2nd Addition would be retail. Shown below is a summary regarding trip generation for the entire development of Crossroads of Chanhassen and Crossroads of Chanhassen 2nd Addition. TRIPS FOR THE DEVELOPMENT 13,400 SF Retail + Crossroads 1't Addition 12,000 SF Primrose + Crossroads 1't Addition Difference AM Peak = 306 Tris AM = 430 Tris 124 Trip Increase PM Peak = 839 Tris PM = 889 Tris 50 Trip Increase Daily = 7172 Tris Daily = 6941 Tris 231 Trip Decrease *Assumes first addition develops according to plan. Trips based on the 6' Edition Trip Generation Manual and traffic study by Westwood Professional Services 2008 traffic study. Another finding in the traffic study suggests the CSAH 18/Crossroads Boulevard intersection will operate acceptably well into the future; however, the developer should be aware that the intersection does not meet the county's access spacing. If traffic volumes grow significantly on CSAH 18, a traffic signal will be an unlikely solution for solving backups at the intersection. The county would likely convert the intersection to a three-quarter or right-in/right-out by blocking some of the turning and/or through movements. EROSION CONTROL Due to the disturbance exceeding 1.0 acres in area, an NPDES Construction permit will be required. As part of this requirement, a Storm Water Pollution Prevention Plan (SWPPP) must be prepared. This SWPPP must be submitted to the City of Chanhassen for review and comment. Silt fence shall be standard machine sliced or heavy duty per Section 3886 of MnDOT Standards and Specification Manual for Construction in all areas with a positive gradient towards waters of the state. Chanhassen standard detail plates shall be included in the construction details of the plan set. These will include, at a minimum, Plate Nos. 3107, 5300, 5301, 5302 and 5302A. Sheet C5.01 B shall include the specifics of stabilization for the disturbed areas adjacent to the pond including the pipe, inlet, outlet and ingress and egress. MnDOT seed mixes 100 or 110 are unacceptable as permanent cover crops and must be changed to a seed mix more appropriate to duration and site conditions. Further, MnDOT and BWSR have compiled new seed mixtures and these shall be consulted. STORMWATER AND DRAINAGE The X -Grass areas are considered impervious and should be calculated as such. The table on Sheet No. C5.01 B shall be revised to indicate this. The line item POST -CONSTRUCTION Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 21 of 35 IMPERVIOUS shall read 1.28 ACf. This is the number that shall be used to calculate total hardcover on the entire Crossroads of Chanhassen PUD development. Storm water connection fees will be collected with the final plat. The fees are calculated based upon an area of 1.76 acres as indicated in the Site Plan. Water quality fees were calculated to be 1.76 acres multiplied by $19,730.00/acre. This is equal to $34,724.80. Water quantity fees were calculated to be 1.76 acres multiplied by $7,650.00/acre. This is equal to $13,464.00. A credit is applied to the water quality fee based upon the total acreage treated to NURP recommendations and any skimmer type structures installed. As the entire lot is to be treated in the NURP basin north of the site the credit is 1.76 acres multiplied by one-half of the Water Quality fee, or 1.76 acres multiplied by $9,865.00/acre. This is a credit of $17,362.40. Based upon these calculations, $30,826.40 is due at the time the final plat is recorded. LAKES AND WETLANDS The property does not lie within a Shoreland Overlay District. No wetlands are located on this parcel and all setbacks from wetlands on adjoining properties have been met. MISCELLANEOUS Encroachment agreements are needed for any structure located in the drainage and utility easements. This includes but is not limited to the entrance monument, light poles, playground equipment, artificial turf, and fence located in drainage and utility easements. Upon completion, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer. Collector and Arterial Roadway Traffic Impact Zone fees will be collected with the final plat. This fee is for areas within the city where new developments will impact major roadway systems that the City has identified for improvements. The fee will be based on the commercial rate of $3,600 per acre. All outstanding assessments must be paid prior to final plat. The remaining Trunk Highway 101/Lyman Boulevard assessments are approximately $3,004. These assessments must be paid prior to final plat. All of the maintenance for landscaping and irrigation within the City right-of-way must be maintained by the developer. The applicant shall work with staff on minor plan modifications Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 22 of 35 LANDSCAPING Minimum requirements for landscaping include 1,730 sq. ft. of landscaped area around the parking lot, 3 landscape islands or peninsulas, 6 trees for the parking lot, and bufferyard plantings along the property lines. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table: Required Proposed Vehicular use landscape area 1,730 sq. ft. >1,730 sq. ft. Trees/parkingTrees/parkigg lot 6 trees 7 trees Islands or peninsulas/parking lot 3 islands/peninsulas 3 islands/peninsulas Applicant meets minimum requirements for trees and landscaping in the parking lot area. Bufferyard requirements: The applicant meets minimum requirements for buffer plantings. All existing boulevard trees along the east property line must be protected during construction or replaced after construction. They shall be incorporated into the landscape plan. Due to existing soil conditions that are mostly clay with an alkaline tendency, staff recommends that the red maple selection be changed to a sugar or freeman maple variety in order to insure long-term survivability. PARKS The plans show sidewalks that connect to City trails throughout the site. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. Required plantings Proposed plantings Bufferyard A — north prop. Line, 150' 1 Overstory trees 2 Overstory trees I Understory trees 0 Understory trees 3 Shrubs 3 Shrubs Bufferyard B — south prop. Line, 170' 1 Overstory trees 4 Overstory trees 3 Understory trees 0 Understory trees 6 Shrubs 8 Shrubs Bufferyard B — east prop. Line, 360' 3 Overstory trees 5 Overstory trees 7 Understory trees 3 Understory trees 14 Shrubs >14 Shrubs + 4 existing blvd trees Bufferyard A — west prop. Line, 400' 0 Overstory trees 5 Overstory trees 4 Understory trees 0 Understory trees 4 Shrubs 6 Shrubs The applicant meets minimum requirements for buffer plantings. All existing boulevard trees along the east property line must be protected during construction or replaced after construction. They shall be incorporated into the landscape plan. Due to existing soil conditions that are mostly clay with an alkaline tendency, staff recommends that the red maple selection be changed to a sugar or freeman maple variety in order to insure long-term survivability. PARKS The plans show sidewalks that connect to City trails throughout the site. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 23 of 35 Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. Lot 1, Block 1, Crossroads of Chanhassen 2"d Addition is subject to the payment of $22,000 in park dedication fees (1.76 acres X $12,500 per acre). Outlot A, the wetland/stormwater pond site is exempt from the payment of park dedication fees RECOMMENDATION Staff recommends adoption of the following three motions: 1. Planned Unit Development Amendment — Pages 23-31. 2. Subdivision—Pages 31-32. 3. Site Plan—Pages 32-35. 1. PLANNED UNIT DEVELOPMENT AMENDMENT "The City Council approves the Planned Unit Development amendment in the attached ordinance for Chanhassen Gateway clarifying building size as shown below (amendments are shown in bold), and including the attached Findings of Fact and Recommendation: CHANHASSEN GATEWAY PUD DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a MIXED USE PUD including a Neighborhood Commercial, office and Residential. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive development. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. The Neighborhood Business District regulations shall apply to Lots 1-3, Block I and Outlot A, Crossroads of Chanhassen, except as modified by this ordinance. The R-16 District regulations shall apply to Outlot C, except as modified by this ordinance. Exhibit A, as revised herein to reflect the changes to the commercial portion, reflects the site layout and buildings as referenced herein. Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 24 of 35 b. Permitted Uses • The permitted uses in this zone should be limited to appropriate commercial and service uses consistent with meeting the daily needs of the neighborhood. The uses shall be limited to those as defined herein. If there is a question as to whether or not a use meets the definition, the Community Development Director shall make that interpretation. The type of uses to be provided on these lots shall be low intensity neighborhood oriented retail and service establishments to meet daily needs of residents. Commercial and office uses shall be limited to the area located south of Highway 212. Residential uses shall be located north of Highway 212 and along the western portion of the southern half. • Small to medium-sized restaurant -not to exceed 8,000 square feet per building (no drive-thru windows except drive-thru windows are allowed for tenants whose primary use is the sale of coffee. The drive -thin lane shall be screened and the exterior wall of the drive-thr shall contain the same level of architectural detail as any other elevation visible by the public. • Banks with a drive-in service window • Office • Day care • Neighborhood scale commercial up to 8,000 square feet per tenant with the exception Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 25 of 35 of building 4C. A tenant may occupy up to 10,000 square feet of said building and building 4G for a daycare to occupy 12,000 square feet. No individual service component of a retail building shall occupy more than 8,000 square feet of a building. 6004 A- -f dhe tet—Al Affea ef building 40. • Convenience store with or without gas pumps and car wash. • Specialty retail (Book Store, Jewelry, Sporting Goods Sale/Rental, Retail Sales, Retail Shops, Apparel Sales, etc.) • Personal Services (an establishment or place of business primarily engaged in providing individual services generally related to personal needs, such as a Tailor Shop, Shoe Repair, Self -Service Laundry, Laundry Pick-up Station, Dry Cleaning, Dance Studios, etc). • Residential High Density (8-16 units per net acre). The total number of units for the entire site may not exceed 150 units. C. Building Area • Commercial/Office — Not to exceed 75,000 square feet for the entire development • Maximum Commercial/Office lot usage is a Floor Area Ratio of 0.3 • Maximum office/commercial building area per tenant may not exceed 8,000 square feet • Maximum residential units may not exceed 150 units. d. Prohibited Ancillary Uses Drive-thru Windows except banks, coffee shops or pharmacies. Outdoor storage and display of merchandise such as propane, salt, window washer fluid, etc. except on the sidewalk surrounding the convenience store 4A. The outdoor display of merchandise shall not impede nor interfere with pedestrian traffic. e. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Boundary Building/ Parking Setbacks feet Lyman Boulevard 20/20 Highway 101 North of Highway 312 50/50 Highway 101 South of Highway 312 20/20 Highway 312 50/50 Northerly Project Property Line 50/20 Westerly Project Property Line 50/20 Internal Project property lines 0/0 Internal Right -of -Way Crossroads Boulevard 20/20 Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 26 of 35 Boundary Building/ Parking Setbacks feet Hard Surface Coverage -Residential 50% Commercial and Office Hard Surface Coverage 70% Maximum Commercial Retail Building/Structure Height 1 story Maximum Office Building/Structure Height 2 stories Maximum Residential Building/Structure Height 35 or 3 stories, whichever is less E Non -Residential Building Materials and Design There shall not be underdeveloped backsides of buildings. All elevations shall receive nearly equal treatment and visual qualities. Buildings and site design shall comply with design standards outlined in Article =11. General Supplemental Regulations, Division 7 of the Zoning Ordinance. g. Residential Standards Buildings and site design shall comply with design standards outlined in Article =II. General Supplemental Regulations, Division 9 of the Zoning Ordinance. 1. All units shall have access onto an interior private street. 2. A design palette shall be approved for the entire project. The palette shall include colors for siding, shakes, shutters, shingles, brick, stone, etc. 3. All foundation walls shall be screened by landscaping or retaining walls. h. Site Landscaping and Screening The intent of this section is to improve the appearance of vehicular use areas and property abutting public rights-of-way; to require buffering between different land uses; and to protect, preserve and promote the aesthetic appeal, character and value of the surrounding neighborhoods; to promote public health and safety through the reduction of noise pollution, air pollution, visual pollution and glare. 1. The landscaping standards shall provide for screening for visual impacts associated with a given use, including but not limited to, truck loading areas, trash storage, parking lots, Large unadorned building massing, etc. 2. Each lot for development shall submit a separate landscaping plan as a part of the site plan review process. Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 27 of 35 3. All open spaces and non -parking lot surfaces, except for plaza areas, shall be landscaped, rockscaped, or covered with plantings and/or lawn material. Tree wells shall be included in pedestrian areas and plazas. 4. Undulating berms, north of Lyman Boulevard, north and south of Highway 312 and west of Highway 101 shall be sodded or seeded at the conclusion of grading and utility construction. The required buffer landscaping may be installed where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 5. Loading areas shall be screened from public right-of-ways. Wing walls may be required where deemed appropriate. 6. Native species shall be incorporated into site landscaping, whenever possible. i. Street Furnishings Benches, kiosks, trash receptacles, planters and other street furnishings should be of design and materials consistent with the character of the area. Wherever possible, street furnishings should be consolidated to avoid visual clutter and facilitate pedestrian movement. j. Signage The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment and the business's ability to attract sources of economic development and growth, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: a. Establish standards which permit businesses a reasonable and equitable opportunity to advertise their name and service; b. Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; c. Ensure that signs do not create safety hazards; d. Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 28 of 35 e. Preserve and protect property values; f. Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; g. Limit temporary commercial signs and advertising displays which provide an opportunity for grand opening and occasional sales events while restricting signs which create continuous visual clutter and hazards at public right-of-way intersections. j.l. Project Identification Sign One project identification sign for the commercial portion of the development located at the entrance off of Highway 101. Project identification signs shall not exceed 80 square feet in sign display area nor be greater than eight feet in height. The sign shall be setback a minimum of 10 feet from the property line. As an alternative, the project identification sign may be located at the southeast corner of Lot 2, Block 1. If the sign is located in the right-of-way, an encroachment agreement must be obtained. Otherwise, the sign must maintain a 10 foot setback from property lines and may not exceed 24 square feet nor be higher than 5 feet. j.2. Monument Sign One monument sign shall be permitted at the entrance to the development off of Lake Susan Drive. One monument sign per lot shall be permitted for the commercial portion of the site. One multi -tenant sign shall be permitted at the entrance into the development off of Highway 101 and two signs off of Lyman Boulevard. These signs shall not exceed 24 square feet in sign display area nor be greater than 5 feet in height except Kwik Trip, located on Lot 1, Block 1, shall be permitted a 48 square -foot, 8 -foot high monument sign. These signs must comply with all ordinances pertaining to size and percent of sign area dedicated to gas prices as well as any other applicable regulations. These signs shall be set back a minimum of 10 feet from the property line. j.3. Wall Signs a. The location of letters and logos shall be restricted to the approved building sign bands, the tops of which shall not extend above parapet height. The letters and logos shall be restricted to a maximum of 30 inches in height. All individual letters and logos comprising each sign shall be constructed of wood, metal, or translucent facing. b. Second story illuminated signs that can be viewed from neighborhoods outside the PUD site, are prohibited. Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 29 of 35 c. Tenant signage shall consist of store identification only. Copy is restricted to the tenant's proper name and major product or service offered. Corporate logos, emblems and similar identifying devices are permitted provided they are confined within the signage band and do not occupy more than 15% of the sign area unless the logo is the sign. d. Wall signs are limited to two elevations per building. j.4. Festive Flags/Banners a. Flags and banners shall be permitted on approved standards attached to the building facade and on standards attached to pedestrian area lighting. b. Flags and banners shall be constructed of fabric or vinyl. c. Banners shall not contain advertising for individual users, businesses, services, or products. d. Flags and banners shall project from buildings a maximum of two feet. e. Flags and banners shall have a maximum area of 10 square feet. f. Flags and banners which are torn or excessively worn shall be removed at the request of the city. j.5. Building Directory a. In multi -tenant buildings, one building directory sign may be permitted. The directory sign shall not exceed eight square feet. j.6 Directional Signs a. On -premises signs shall not be larger than four (4) square feet. The maximum height of the sign shall not exceed five (5) feet from the ground. The placement of directional signs on the property shall be so located such that the sign does not adversely affect adjacent properties (including site lines or confusion of adjoining ingress or egress) or the general appearance of the site from public rights-of-way. No more than four (4) signs shall be allowed per lot. The city council may allow additional signs in situations where access is confusing or traffic safety could be jeopardized. b. Off -premises signs shall be allowed only in situations where access is confusing and traffic safety could be jeopardized or traffic could be inappropriately routed through residential streets. The size of the sign shall be no larger than what is needed to effectively view the sign from the roadway and shall be approved by the city council. Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 30 of 35 c. Bench signs are prohibited except at transit stops as authorized by the local transit authority. d. Signs and Graphics. Wherever possible, traffic control, directional and other public signs should be consolidated and grouped with other street fixtures and furnishings to reduce visual clutter and to facilitate vehicular and pedestrian movement. A system of directional signs should also be established to direct traffic within the commercial area and away from residential areas. j.7. Prohibited Signs • Pylon signs are prohibited. • Back lit awnings are prohibited. • Window Signs are prohibited except for company logo/symbol and not the name. Such logo shall not exceed 100/a of a window area. • Menu Signs are prohibited. j.8. Sign Design and Permit Requirements a. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. b. All signs require a separate sign permit. c. Wall business signs shall comply with the city's sign ordinance for the Neighborhood business district for determination of maximum sign area. Wall signs may be permitted on the "street" front and primary parking lot front of each building. k. Lighting 1. Lighting for the interior of the development shall be consistent throughout the development. High pressure sodium vapor lamps or LED with decorative natural colored pole shall be used throughout the development parking lot area for lighting. Decorative, pedestrian scale lighting shall be used in plaza and sidewalk areas and may be used in parking lot areas. Parking lot light poles may not exceed 25 feet in height. 2. Light fixtures in areas other than parking lots should be kept to a pedestrian scale (12 to 18 feet). Street light fixtures should accommodate vertical banners for use in identifying the commercial area. Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 31 of 35 3. All light fixtures shall be shielded. Light level for site lighting shall be no more than `/2 foot candle at the project perimeter property line. This does not apply to street lighting. 4. Lighting for parking areas shall minimize the use of lights on pole standards in the parking area. Rather, emphasis should be placed on building lights and poles located in close proximity to buildings. 1. Non -Residential Parking 1. Parking shall be provided based on the shared use of parking areas whenever possible. Cross access easements and the joint use of parking facilities shall be protected by a recorded instrument acceptable to the city. 2. The development shall be treated as an integrated shopping center and provide a minimum of one space per 200 square feet of commercial/retail area. The office/personal service component shall be treated as an integrated office building and provide 4.5 space per 1,000 square feet for the first 49,999 square feet, four per thousand square feet for the second 50,000 square feet, and 3.5 per thousand square feet thereafter. In. Residential Parking shall comply with city code requirements." 2. SUBDIVISION "The Plamiiag Ceami3issiea reeewdnends the City Council approves the preliminary and final plat for Planning Case 12-02 for Crossroads of Chanhassen 2nd Addition as shown in plans dated received February 3, 2012, and including the attached Findings of Fact and Recommendation, subject to the following conditions: 1. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. 2. Collector and Arterial Roadway Traffic Impact Zone fees will be collected with the final plat. The fee will be based on the commercial rate of $3,600 per acre. Total due will be $3,600/acre x 1.76 acres = $6,336.00. 3. All outstanding assessments must be paid prior to final plat. Remaining Trunk Highway 101/Lyman Boulevard assessments are approximately $3,004. 4. Storm water connection fees will be collected with the final plat. The fees are calculated based upon an area of 1.76 acres as indicated in the Site Plan. Water quality fees were calculated to be 1.76 acres multiplied by $19,730.00/acre. This is equal to $34,724.80. Water quantity fees were calculated to be 1.76 acres multiplied by $7,650.00/acre. This is equal to $13,464.00. A credit is applied to the water quality fee based upon the total acreage Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 32 of 35 treated to NURP recommendations and any skimmer type structures installed. As the entire lot is to be treated in the NURP basin north of the site the credit is 1.76 acres multiplied by one-half of the Water Quality fee, or 1.76 acres multiplied by $9,865.00/acre. This is a credit of $17,362.40. Based upon these calculations, $30,826.40 is due at the time the final plat is recorded. The City sidewalk is located on the property of this proposed development. This sidewalk will need to be covered by an easement for access and maintenance by the City. 6. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a site plan agreement with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of food plat approval. Permits from the appropriate regulatory agencies will be required, including the MPCA, Carver County, and MnDOT. 7. The proposed storm sewer, draintile, and service connections within the property are private and must be maintained by the owner. 8. Revise the storm water calculations/plans so that they correlate. Runoff rates must be less than or equal to the rates approved with the Crossroads of Chanhassen subdivision. Provide explanation of volume calculations of ponding in turf area. Show size of areas on drainage maps." 3. SITE PLAN APPROVAL "The City Council approves the site plan consisting of a 12,000 square -foot daycare (Building 4G), Planning Case 12-02 for Primrose School of Chanhassen as shown in plans dated received February 3, 2012, and including the attached Findings of Fact and Recommendation, subject to the following conditions: All existing boulevard trees along the east property line must be protected during construction or replaced after construction. They shall be incorporated into the landscape plan. 2. Due to existing soil conditions that are mostly clay with an alkaline tendency, staff recommends that the red maple selection be changed to a sugar or freeman maple variety in order to insure long-term survivability. 3. Revise the storm water calculations/plans so that they correlate. Runoff rates must be less than or equal to the rates approved with the Crossroads of Chanhassen subdivision. Provide explanation of volume calculations of ponding in turf area. Show size of areas on drainage maps. Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 33 of 35 4. A permit is required from the appropriate agency for any offsite grading. Currently the plans show grading in the county right of way which would require a permit from Carver County. 5. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 6. A fence shall be installed above the proposed retaining wall in any area where the vertical separation exceeds 4' in height. 7. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 8. The additional sanitary sewer service which is not being utilized must be sealed at the mainline. 9. The proposed storm sewer, draintile, and service connections within the property are private and must be maintained by the owner. 10. Each new building is subject to sanitary sewer and water hookup charges. The 2012 trunk hookup charge is $2,107 for sanitary sewer and $5,717 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 11. A Stormwater Pollution Prevention Plan must be submitted to the City for review and approval. 12. Silt fence shall be standard machine sliced or heavy duty per Section 3886 of MnDOT Standards and Specification Manual for Construction in all areas with a positive gradient towards waters of the state. Chanhassen standard detail plates shall be included in the construction details of the plan set. These will include, at a minimum, Plate No. 3107, 5300, 5301, 5302 and 5302A. 13. Sheet C5.01 B shall include the specifics of stabilization for the disturbed areas adjacent to the pond including the pipe, inlet, outlet and ingress and egress. MnDOT seed mix 100 or 110 are unacceptable as permanent cover crops and must be changed to a seed mix more appropriate to duration and site conditions. Further, MnDOT and BWSR have compiled new seed mixtures and these shall be consulted. 14. The X -Grass areas are considered impervious and should be calculated as such. The table on Sheet No. C5.01 B shall be revised to indicate this. The line item POST -CONSTRUCTION IMPERVIOUS shall read 1.28 ACt. This is the number that shall be used to calculate total hardcover on the entire Crossroads of Chanhassen PUD development. Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 34 of 35 15. Encroachment agreements are needed for any structure located in the drainage and utility easements. This includes but is not limited to the entrance monument, light poles, playground equipment, artificial turf, and fence, located in drainage and utility easements. 16. Upon completion, the applicant shall submit a set of "as -built" plans signed by a professional engineer. 17. All of the maintenance for landscaping, and irrigation within the City right of way must be maintained by the developer. 18. The applicant shall work with staff on minor plan modifications. 19. A wetland buffer 16.5 feet in width and a 30 -foot setback from the wetland buffer must be maintained around Wetland 1. Secondary structures are allowed to encroach up to 50% of the setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before constriction begins and must pay the City $20 per sign. 20. Fire Marshal Conditions: a. " No parking, fire lane" signs will be required along with yellow painted curbing. Contact Chanhassen Fire Marshal for details. 21. Building Official Conditions: a. The building(s) are required to have automatic fire extinguishing systems. b. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. d. Fenced "play" areas must be provided with approved exiting systems. e. Detailed occupancy and accessibility related requirements will be addressed when complete building plans are submitted. f. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 22. All rooftop and ground equipment must be screened from views. 23. Approval of the site plan applications is contingent upon approval of the final plat and the PUD amendment — Planning Case 2012-01. Primrose School of Chanhassen Planning Case 12-02 March 26, 2012 Page 35 of 35 24. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. 25. Sign illumination and design shall comply with ordinance. 26. Approval of the site plan is contingent upon vacation of drainage and utility easement. 27. The fence may not exceed six and one-half feet in height. 28. The exterior material for the trash enclosure must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. 29. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tl'pe of Slop@ Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or manmade systems that discharge to a surface water." ATTACHMENTS 1. Findings of Fact. 2. Ordinance Amendment. 3. Application. 4. Reduced Copy of Plans dated "Received February 3, 2012". 5. Public Hearing Notice and Affidavit of Mailing. 9Aplant2012 planning cases12012-02 primrose schwNtaff mWrt.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Children's Design Group for the following: 1. Planned Unit Development Amendment to the existing standards — Chanhassen Gateway. 2. Preliminary Plat to subdivide 6.15 acres into one lot and one outlot —Crossroads of Chanhassen 2'a Addition. 3. Site Plan Review for the construction of a daycare building — Primrose of Chanhassen. On March 6, 2012, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Children's Design Group for a Planned Unit Development Amendment, Preliminary Plat and Site Plan review (Planning Case 2012-02). The Planning Commission conducted a public hearing on the proposed subdivision preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development -Mixed Use, PUD -Mixed Use. 2. The property is guided in the Land Use Plan for Mixed Use. 3. The legal description of the property is shown on the attached Exhibit A. 4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse effects of the proposed amendment. The six (6) effects and our findings regarding them are: a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Findine: The site is guided mixed use (residential and neighborhood commercial). A daycare will meet the daily needs of the surrounding area and a 12,000 square -foot building is a reasonable size building in that location. b) The proposed use is or will be compatible with the present and future land uses of the area. Findine: The proposed use is and will be compatible with the present and future land uses of the area through the implementation of the design standards, landscaping, architecture, etc. c) The proposed use conforms with all performance standards contained in the Zoning Ordinance. Finding: The proposed use will conform with all performance standards contained in the Zoning Ordinance such as design standards, signage, durable materials, uses, etc. d) The proposed use will not tend to or actually depreciate the area in which it is proposed. Finding: The proposed use is intended to meet the daily needs of the area. It could potentially add convenience to the homeowners in the area. e) The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. Findin : The site is located within the Municipal Urban Service Area. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. f) Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: Based upon traffic studies conducted by the applicant's traffic engineer, traffic generation by the proposed use is within capabilities of streets serving the property. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven O affects and our findings regarding them are: a) The proposed subdivision is consistent with the zoning ordinance. Finding: The subdivision meets the intent of the city code subject to the conditions of the staff report and the PUD. b) The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; Fm�dm : The proposed subdivision is consistent with applicable plans. c) The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; Finding: The proposed site is suitable for development subject to the conditions specified in this report. d) The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Finding: The proposed subdivision will be served by adequate urban infrastructure. e) The proposed subdivision will not cause environmental damage; Finding: The proposed subdivision will not cause environmental damage subject to conditions of approval. f) The proposed subdivision will not conflict with easements of record. Finding: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. g) The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1. Lack of adequate storm water drainage. 2. Lack of adequate roads. 3. Lack of adequate sanitary sewer systems. 4. Lack of adequate off-site public improvements or support systems. Finding: The proposed subdivision is provided with adequate urban infrastructure. 6. In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: a) Consistency with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted. b) Consistency with this division. c) Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas. d) Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development. e) Creation of functional and harmonious design for structures and site features, with special attention to the following: 1. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community. 2. The amount and location of open space and landscaping. 3. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses. 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f) Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The proposed development is consistent with the City's design requirements, the comprehensive plan, the zoning ordinance, the design standards, and the site plan review requirements with the exception of the area of the building which will require a PUD amendment. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the approved development for this area. The Planning Commission regards the project as a reasonable use of the land. The overall design is sensitive to the City's image. 7. The planning report #12-02, dated March 6, 2012, prepared by Sharmeen Al-Jaff, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Planned Unit Development Amendment to the Gateway West PUD, Preliminary Plat for Crossroads of Chanhassen 2"" Addition, and Site Plan for Primrose of Chanhassen. ADOPTED by the Chanhassen Planning Commission this _ day of CHANHASSEN PLANNING COMMISSION I -WA Its Chairman 0 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA X SIR 2NEWNW2 [0 AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE, BY AMENDING A PLANNED UNIT DEVELOPMENT THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby amended by amending the Chanhassen Gateway Planned Unit Development Design Standards in its entirety as follows: CHANHASSEN GATEWAY PUD DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a MDCED USE PUD including a NEIGHBORHOOD COMMERCIAL, OFFICE AND RESIDENTIAL. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive development. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. The Neighborhood Business District regulations shall apply to Lots 1-3, Block 1 and Outlot A, Crossroads of Chanhassen, except as modified by this ordinance. The R-16 District regulations shall apply to Outlot C, except as modified by this ordinance. Exhibit A, as revised herein to reflect the changes to the commercial portion, reflects the site layout and buildings as referenced herein. b. Permitted Uses • The permitted uses in this zone should be limited to appropriate commercial and service uses consistent with meeting the daily needs of the neighborhood. The uses shall be limited to those as defined herein. If there is a question as to whether or not a use meets the definition, the Community Development Director shall make that interpretation. The type of uses to be provided on these lots shall be low intensity neighborhood oriented retail and service establishments to meet daily needs of residents. Commercial and office uses shall be limited to the area located south of Highway 212. Residential uses shall be located north of Highway 212 and along the wester portion of the southern half • Small to medium-sized restaurant -not to exceed 8,000 square feet per building (no drive-thru windows except drive-thru windows are allowed for tenants whose primary use is the sale of coffee. The drive-thru lane shall be screened and the exterior wall of the drive-thr shall contain the same level of architectural detail as any other elevation visible by the public. • Banks with a drive-in service window • Office • Day care • Neighborhood scale commercial up to 8,000 square feet per tenant with the exception of building 4C. A tenant may occupy up to 10,000 square feet of said building and building 4G for a daycare to occupy 12,000 square feet. No individual service component of a retail building shall occupy more than 8,000 square feet of a building. The liquef- swfe may not eeeupy more than 0 • Convenience store with or without gas pumps and car wash. • Specialty retail (Book Store, Jewelry, Sporting Goods Sale/Rental, Retail Sales, Retail Shops, Apparel Sales, etc.) • Personal Services (an establishment or place of business primarily engaged in providing individual services generally related to personal needs, such as a Tailor Shop, Shoe Repair, Self -Service Laundry, Laundry Pick-up Station, Dry Cleaning, Dance Studios, etc). • Residential High Density (8-16 units per net acre). The total number of units for the entire site may not exceed 150 units. C. Building Area • Commercial/Office — Not to exceed 75,000 square feet for the entire development • Maximum Commercial/Office lot usage is a Floor Area Ratio of 0.3 • Maximum office/commercial building area per tenant may not exceed 8,000 square feet • Maximum residential units may not exceed 150 units. d. Prohibited Ancillary Uses Drive-thru Windows except banks, coffee shops or pharmacies. Outdoor storage and display of merchandise such as propane, salt, window washer fluid, etc. except on the sidewalk surrounding the convenience store 4A. The outdoor display of merchandise shall not impede nor interfere with pedestrian traffic. e. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Boundary Building/ Parking Setbacks feet Lyman Boulevard 20/20 Highway 101 North of Highway 34-2-212 50/50 Highway 101 South of Highway 3412-212 20/20 Highway 344 212 50/50 Northerly Project Property Line 50/20 Westerly Project Property Line 50/20 Internal Project property lines 0/0 Internal Right -of -Way Crossroads Boulevard 20/20 Hard Surface Coverage -Residential 50% Commercial and Office Hard Surface Coverage 70% Maximum Commercial(Retail) Building/Structure Height 1 story Maximum Office Building/Structure Height 2 stories Maximum Residential Building/Structure Height 35 or 3 stories, whichever is less Non Residential Building Materials and Design There shall not be underdeveloped backsides of buildings. All elevations shall receive nearly equal treatment and visual qualities. Buildings and site design shall comply with design standards outlined in Article XXIII. General Supplemental Regulations, Division 7 of the Zoning Ordinance. g. Residential Standards Buildings and site design shall comply with design standards outlined in Article XXIII. General Supplemental Regulations, Division 9 of the Zoning Ordinance. 1. All units shall have access onto an interior private street. 2. A design palette shall be approved for the entire project. The palette shall include colors for siding, shakes, shutters, shingles, brick, stone, etc. 3. All foundation walls shall be screened by landscaping or retaining walls. h. Site Landscaping and Screening The intent of this section is to improve the appearance of vehicular use areas and property abutting public rights-of-way; to require buffering between different land uses; and to protect, preserve and promote the aesthetic appeal, character and value of the surrounding neighborhoods; to promote public health and safety through the reduction of noise pollution, air pollution, visual pollution and glare. 1. The landscaping standards shall provide for screening for visual impacts associated with a given use, including but not limited to, truck loading areas, trash storage, parking lots, Large unadorned building massing, etc. 2. Each lot for development shall submit a separate landscaping plan as a part of the site plan review process. 3. All open spaces and non -parking lot surfaces, except for plaza areas, shall be landscaped, rockscaped, or covered with plantings and/or lawn material. Tree wells shall be included in pedestrian areas and plazas. 4. Undulating berms, north of Lyman Boulevard, north and south of Highway 24-2 312 and west of Highway 101 shall be sodded or seeded at the conclusion of grading and utility construction. The required buffer landscaping may be installed where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 5. Loading areas shall be screened from public right-of-ways. Wing walls may be required where deemed appropriate. 6. Native species shall be incorporated into site landscaping, whenever possible. 4 i. Street Furnishings Benches, kiosks, trash receptacles, planters and other street furnishings should be of design and materials consistent with the character of the area. Wherever possible, street furnishings should be consolidated to avoid visual clutter and facilitate pedestrian movement. j. Signage The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment and the business's ability to attract sources of economic development and growth, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: a. Establish standards which permit businesses a reasonable and equitable opportunity to advertise their name and service; b. Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; c. Ensure that signs do not create safety hazards; d. Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; e. Preserve and protect property values; f. Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; g. Limit temporary commercial signs and advertising displays which provide an opportunity for grand opening and occasional sales events while restricting signs which create continuous visual clutter and hazards at public right-of-way intersections. j.l. Project Identification Sign One project identification sign for the commercial portion of the development located at the entrance off of Highway 101. Project identification signs shall not exceed 80 square feet in sign display area nor be greater than eight feet in height. The sign shall be setback a minimum of 10 feet from the property line. As an alternative, the project identification sign may be located at the southeast comer of Lot 2, Block 1. If the sign is located in the right-of-way, an encroachment agreement must be obtained. Otherwise, the sign must maintain a 10 foot setback from property lines and may not exceed 24 square feet nor be higher than 5 feet. j.2. Monument Sign One monument sign shall be permitted at the entrance to the development off of Lake Susan Drive. One monument sign per lot shall be permitted for the commercial portion of the site. One multi -tenant sign shall be permitted at the entrance into the development off of Highway 101 and two signs off of Lyman Boulevard. These signs shall not exceed 24 square feet in sign display area nor be greater than 5 feet in height except Kwik Trip, located on Lot 1, Block 1, shall be permitted a 48 square -foot, 8 -foot high monument sign. These signs must comply with all ordinances pertaining to size and percent of sign area dedicated to gas prices as well as any other applicable regulations. These signs shall be set back a minimum of 10 feet from the property line. j.3. Wall Signs a. The location of letters and logos shall be restricted to the approved building sign bands, the tops of which shall not extend above parapet height. The letters and logos shall be restricted to a maximum of 30 inches in height. All individual letters and logos comprising each sign shall be constructed of wood, metal, or translucent facing. b. Second story illuminated signs that can be viewed from neighborhoods outside the PUD site, are prohibited. c. Tenant signage shall consist of store identification only. Copy is restricted to the tenant's proper name and major product or service offered. Corporate logos, emblems and similar identifying devices are permitted provided they are confined within the signage band and do not occupy more than 15% of the sign area unless the logo is the sign. d. Wall signs are limited to two elevations per building. j.4. Festive Flags/Banners a. Flags and banners shall be permitted on approved standards attached to the building facade and on standards attached to pedestrian area lighting. b. Flags and banners shall be constructed of fabric or vinyl. c. Banners shall not contain advertising for individual users, businesses, services, or products. d. Flags and banners shall project from buildings a maximum of two feet. U e. Flags and banners shall have a maximum area of 10 square feet. f. Flags and banners which are torn or excessively worn shall be removed at the request of the city. j.5. Building Directory a. In multi -tenant buildings, one building directory sign may be permitted. The directory sign shall not exceed eight square feet. j.6 Directional Signs a. On -premises signs shall not be larger than four (4) square feet. The maximum height of the sign shall not exceed five (5) feet from the ground. The placement of directional signs on the property shall be so located such that the sign does not adversely affect adjacent properties (including site lines or confusion of adjoining ingress or egress) or the general appearance of the site from public rights-of-way. No more than four (4) signs shall be allowed per lot. The city council may allow additional signs in situations where access is confusing or traffic safety could be jeopardized. b. Off -premises signs shall be allowed only in situations where access is confusing and traffic safety could be jeopardized or traffic could be inappropriately routed through residential streets. The size of the sign shall be no larger than what is needed to effectively view the sign from the roadway and shall be approved by the city council. c. Bench signs are prohibited except at transit stops as authorized by the local transit authority. d. Signs and Graphics. Wherever possible, traffic control, directional and other public signs should be consolidated and grouped with other street fixtures and furnishings to reduce visual clutter and to facilitate vehicular and pedestrian movement. A system of directional signs should also be established to direct traffic within the commercial area and away from residential areas. j.7. Prohibited Signs • Pylon signs are prohibited. • Back lit awnings are prohibited. • Window Signs are prohibited except for company logo/symbol and not the name. Such logo shall not exceed 10% of a window area. • Menu Signs are prohibited. j.8. Sign Design and Permit Requirements a. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. b. All signs require a separate sign permit. c. Wall business signs shall comply with the city's sign ordinance for the Neighborhood business district for determination of maximum sign area. Wall signs may be permitted on the "street" front and primary parking lot front of each building. k. Lighting 1. Lighting for the interior of the development shall be consistent throughout the development. High pressure sodium vapor lamps with decorative natural colored pole shall be used throughout the development parking lot area for lighting. Decorative, pedestrian scale lighting shall be used in plaza and sidewalk areas and may be used in parking lot areas. Parking lot light poles may not exceed 25 feet in height. 2. Light fixtures in areas other than parking lots should be kept to a pedestrian scale (12 to 18 feet). Street light fixtures should accommodate vertical banners for use in identifying the commercial area. 3. All light fixtures shall be shielded. Light level for site lighting shall be no more than '/2 foot candle at the project perimeter property line. This does not apply to street lighting. 4. Lighting for parking areas shall minimize the use of lights on pole standards in the parking area. Rather, emphasis should be placed on building lights and poles located in close proximity to buildings. Non Residential Parking 1. Parking shall be provided based on the shared use of parking areas whenever possible. Cross access easements and the joint use of parking facilities shall be protected by a recorded instrument acceptable to the city. 2. The development shall be treated as an integrated shopping center and provide a minimum of one space per 200 square feet of commercial/retail area. The office/personal service component shall be treated as an integrated office building and provide 4.5 space per 1,000 square feet for the first 49,999 square feet, four per thousand square feet for the second 50,000 square feet, and 3.5 per thousand square feet thereafter. in. Residential Parking shall comply with city code requirements. Section 2. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this 26h day of March, 2012, by the City Council of the City of Chanhassen, Minnesota Todd Gerhardt, City Manager Thomas A. Furlong, Mayor (Published in the Chanhassen Villager on gAp1an12012 planning cros \2012-02 primrose schwhordinwn ammdmrnLdoc CITY OF CHANHASSEN 7700 Market Boulevard - P.O. Box 147 Chanhassen, MN 55317-(952) 227-1100 DEVELOPMENT REVIEW APPLICATION Children's D sign Group 1114 Eagle Creekway Acworth, GA 30101 Contact: Mark Payey. Phone:770-485-8496.FAx:206-350-0593 Email: child.desig Ax: 206-350-0593 Planning Case No. I'D Property Owner Name and Address: Kraus Anderson, I,r, 4210 {lest Old Shakopee Rd. Bloomington, MN 55437 Contact Dayid Stalsberg Phone:952-881-8166 Fax:952-881-8114 r-rnall:Aalal,gberg@karealty.com NOTE: Consultation with City staff is re fired prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit X Planned Unit Development' 100 Rezoning Sign Permits Sign Plan Review E Site Plan Review (SPR)' 500 . jaz _ Subdivision' Sop (02-C) Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) job (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign $200 (City to Install a e) ( Few for F J pe �eas/Attorney Cost' 50 UP PRA A2WAPiIWetes &Bounds 0 Minor U q TOTAL FEE$ / An additional fee of $3.00 per address within the public hearing notification area will be Invoiced to the applicant prior to the public hearing. 'Five (5) full-size folded copies of the plans must be submitted, including an BYd' X 11" reduced copy for each plan sheet along with a digital cony in TIFF -Group 4 (`.tif) format. "Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be changed for each application. PROJECTNAME:Primrose School of Chanhassen LEGAL DESCRIPTION AND PID: Outlot A. Crossroads of Chanhassen TOTAL ACREAGE: WETLANDS PRESENT: PRESENT ZONING: REQUESTED ZONING: _%_ YES NO PUD — Neighborhood Busines PRESENT LAND USE DESIGNATION: Neighborhood Business REQUESTED LAND USE DESIGNATION: Neighborhood Business REASON FOR REQUEST: Develop Outlot A of Crossroads of Chanhassen into a 12,000 sf daycare facility to serve the community of Chanhasen. The property will consist of a 12,000 sf building, associated _ parking and play ground area. FOR SITE PLAN REVIEW: Include number of existing employees: 0 and new employees: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. 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. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. 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 have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed 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. The documents and information I have submitted are true and correct to the best of my knowledge. jp" tune of Appl' gnature of F Own glplanlformMdevelopmem review appliadmcloc 12/13/2011 Date Dat k fra englneering survey!„g Diarning energy January 27, 2012 Ms. Sharmeen Al-Jaff Senior Planner City of Chanhassen 7700 Market Boulevard, P.O. Box 147 Chanhassen, MN. 55317 RE: Children's Design Group Primrose Chanhassen Plan Re -submittal MFRA# 19063 Dear Ms. Sharmeen Al-Jaff, CITY OF CHANHASSEN RECEIVED FEB 0 3 2012 CHANHASSEN PLANNING DEPT On behalf of Children's Design Group, MFRA offers the following response to the January 5, 2012 comment letter and plan comments. Each response correlates to the item numbering used in your comment letter. 1. A check for $970 is enclosed with this letter and plan review. Per comment, this fee amount covers the Site Plan review ($620), PUD amendment ($100), Notification sign ($200), and Filing fees ($50 per document). 2. The site plan sheet C3.01B is the revised plan that includes the following: a. Wetland buffer b. Wetland setback c. Wetland buffer vegetation management plan d. Overall layout of the development and how the subject site fits into the development e. Easements f. Signage plan 3. Outlot A of Crossroads Addition has been platted to a single lot. The platting document has been provided with this plan review submittal. 9 The overall site impervious number is less than 70%. The proposed play area and artificial turf acts in a similar manner as a natural turf play area. The artificial play area does promote water to filter through allowing the water to contact native soil below the ground elevation. Additionally, the water saturates the native soil and filters through at a conductivity rate that occurs in the native soil. The proposed draintile is installed to collect the roof drains as well as convey excess storm water that does not infiltrate into the native soil. Therefore, the consideration of the play area as hard surface only applies in the modeling of the storm water calculations in order to provide a conservative approach to sizing the storm sewer pipe and pond. Page 2 of 3 5. Provided with this plan review submittal is a storm water management report that includes a two page report, existing and proposed drainage maps, existing and proposed HydroCAD calculations, geotechnical report, approved drainage calculations, and the storm sewer pipe design spreadsheet. Within the storm water management report, it summarizes the proposed developments impacts, impervious surface created, and rate control measures. 6. The approved storm water drainage calculations have been included with the project's storm water management report. The approved calculations encompass more than the proposed project site. The proposed project site (Primrose) drainage calculations and the approved drainage calculations for the same site are provided in the storm water report narrative. A comparison of the project site is illustrated in the storm water report through a chart that defines the proposed rate of runoff for the proposed project (Primrose) and the proposed approved drainage calculations. 7. The original set of plans reviewed by the City of Chanhassen is included with the revised set of plans re -submitted for city plan review. The following continents are in response to the plan set that was reviewed by City staff and provided to MFRA for consideration. The plans are returned with this memo as per comment and response seven above. C 1.01 - No comments were made. C2.01— The drainage and utility easement for the county storm line and along the south property line are provided on this plan per comment. The drainage and utility easement along the west property line for the wetland has also been provided per comment. This document is the existing conditions plan received from Westwood Professional Services, however, a copy of their plan has also been provided separately. Finally, the watermain and sanitary sewer stubs exist per planned development. C3.01— A gate will be installed over the county storm line per comment. The development summary was updated and expanded per comments. The play area is not considered hard cover; however the storm water calculations model the play area as impervious to provide a conservative design. The dimensions and notes have been corrected to provide parking stall depth to face of curb. All signs/lights/monuments/ play equipment have been moved to maintain a 1.5:1 ratio distance from the county storm line. The wetland buffer and setback have been added to the plans. An encroachment agreement will be provided for all items within the drainage and utility easement. C3.02 — Truck movement turning plan added. C3.03 — Overall planned development plan added. C4.01— The comments within the play area, although valid, are not critical to the drainage and performance of the design. The play area is intended to drain to the native soils, promoting saturation and infiltration, while able to be conveyed by drain tile out to the project's designed storm system and storm water management pond. The ADA comment was addressed and corrected to meet ADA's standards of 2.0% or less slope. Added spot elevations within parking lot area and the retaining wall note to be signed by a Minnesota licensed engineer. A benchmark was provided on the top not of the hydrant along Crossroads Boulevard. C4.02 —No comments were made. C5.01— Erosion and Sediment control plan was corrected per all comments made by City MU Page 3 of 3 C5.02 — The detail and notes plan was corrected per all comments made by City staff. C6.01— The utility plan was corrected to provide 10 feet of separation of the water main and sanitary sewer services. Additionally, crossings were provided to show that vertical separation will also be maintained for the water main and sanitary sewer services. All other City staff comments have been addressed and corrected on the utility plan. C7.01— No comments were made. C9.01— City sidewalk detail was added per comment. C9.02 — City sidewalk detail was added per comment. L1.01 & L1.02 —No comments were made. L2.01— The irrigation plan will remain in plan set. Not irrigation will be installed within the City right-of-way; therefore, no permit will be needed. Please let me know if you have any further questions. Sin ly, Michael C. Brandt, PE Project Manager MFRA, Inc. Enclosure: Site Development Plans for Primrose School of Chanhassen . CONiOLTFRr CORIPCT un rtwOlnx.Ew AF 101,r Vnrt:°n4llctmnFr w,iNsflW IwF. ns,l%°'+nn cwlu+r cxa xtwmrz Chanhassen, Minnesota Presented by: Children's Design Group 1..1 'o -n =,w, .'n T. 1...01.. 4�MRp�tA a SOHoo�-y CITY OF CHANHASSEN RECEIVED FEB 0 3 ?012 CHANHASSEN PLANNING DEPT &infra Client CHILDREN'S DESIGN GROUP uf/LIn OCFII W,r Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA CenMicatlon � ummary s..xw.� mlM,w ReyI2 My s nW story xe:x'to Sheet Title COVER SHEET Sheet No. Revision C1.01 B Project No. CH119063 w`jE(pq'aµ So.Px RNR wct,nt;p„[t In.A ILS, [,4lEt[MFR W,Y F.SV:R In artx,a nlal xruavm.rxx „u+ n,c l� F n.::uu:Ro.wm 3:i :li°,''0fc NA o°',.1w:i.ax,«.rc11R1, VICINITY MAP NO SCALE 1..1 'o -n =,w, .'n T. 1...01.. 4�MRp�tA a SOHoo�-y CITY OF CHANHASSEN RECEIVED FEB 0 3 ?012 CHANHASSEN PLANNING DEPT &infra Client CHILDREN'S DESIGN GROUP uf/LIn OCFII W,r Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA CenMicatlon � ummary s..xw.� mlM,w ReyI2 My s nW story xe:x'to Sheet Title COVER SHEET Sheet No. Revision C1.01 B Project No. CH119063 R�IEDEND p n�a�d asss��nrvww ____ ptuX m dray smuuvrtn 11 INIr" 1. y,u = s b cre Y—SURVFYNOIEf w„uonxnwxonm,siw.,ssmianm,. —DESCRIMIDN knfra Client CHILDREN'S DESIGN GROUP ro eat PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA CeEtlnwtion -0 umma� Revision Hlstory� Sheet Title EXISTING CONDITIONS - DEMOLITION PLAN Sheet No. Revision C2.01 B All At CROSSROADS BOULEVARD seem LEGEND �_ DFVFLOVMFNTSUMMAgV �DEVELOPMENTNOlFS ww .yvurrm vPoiwr erm erm , w..ma..... rxr�nn ww•rrormmnmwxerm w _ _ mexrrt..Nrvc O' wuss O eee DFVELMMENT SUMMAaY Baa. ,lana '�'�"�wixn ruo-amaauwwx KEY NOTES Ouawnummmuxun.xraemuoi un.us rwW,uo r. w WWNx 1'-11 wurrwwrA—. r. uoxrmr rwNrixenw.wurm,i x. rvnruriurw'wrNrvrvwuwramwimYw nmr,..m.nwwow.Nm.r.mi infra �N.�G YYY Client CHILDREN'S DESIGN GROUP Protect PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certificates,! ie" "5 . Summary Revision Historym Sheet Title SITE PLAN Sheet No. Revision C3.01 B Project No. CH119063 -- - �\ Onfra \ IIOlIw4Y14 _` � - - / \\ Client \• ,- ;' - �, i'�• CHILDREN'S /. ,-' ,- DESIGN GROUP - L4L.EiLL[.LLF WAY zcz,, m Oct s PRIMROSE mO •ov SCHOOL Of .b CHANHASSEN PRIMXOSESOYAL Cf p6�N'145EX C C Location CHANHASSEN, MINNESOTA # � Certlficat CROSSROADS BOULEVARD �•v., ommery r � Revision HIstory mm S -Bus -36 Sheet Title TRUCK MOVEMENT EXHIBIT ® Sheet No. Revision ee�C3.02 B Project No. CH119063 0, 1 •!F g s F o e 06, W N It !ii lid E i c E`6E o z On, a¢ O Z o Z Z #�E� " fig E El ed E1 HZ � z O RZV �2Q m Q2 C#lis ��1 E�aE3 d}� d�� tSK O V O"a: a a u u 9 u ti silk. al z4.a vti6 �+ Pry a �u ' ' 1 1 1 1 1 o++NTH-M BLXKKi f -I Vll lilllllllllllll V I1 � ' � I �r,3 ��t n i 'Ez z g e ,ro 1 2 & z z E� ' I till i %4-1 , i i {jIE N K� _ W YI E E E�� A` 6 Y U T I lilt 3 W uu�f C $ ff M1' �1 1E KZB: �QJ2 c 2a�iF ml+j�i _�:iE aaH'I coli FZ i� i c C 17 g. u 20Z .°. Z Z s all{}iili , $lE E 9€i °a" m u V0H a 6vuiU U uiEE4i F'tF�D LV S If[ rc„x �v.ml lrrz arz...a a. wro<,u �.ml SECTION A -A wxm NN ,�f wuf , •S � now y[ .p.a p[,x1 re. �M cgF w�:real fa la,� i.'. 1 reim remi” , , .m �� :o. a ��„= .a.ss:,., f.m 11=NBB lu m,x o.m) 'ails mui"n 1 mn i�mmw '- w,l fax Y fv @ 5EQIONOC infra iasA.a�w w�fw�ra waux �w sa,a r Client CHILDREN'S DESIGN GROUP Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA CertlRtatlon 0 N Revision History I.n e.fml/mem Sheet Title PLAYGROUND AREA CROSS SECTIONS Sheet No. Revision C4.02 B Project No. CHI19063 mew LEOEND —SFWFHQ OE COr15i11UClIW _ IRM UNIT IgNMI' SCHOOL OF [sewn �u� ---... CHANHASSEN III IIII .�.\; � •. . 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"..:` rwid NraNT OPERATION TIME SCHEDULE >ON Il\ \ Location III�IIiili .11111. 11 1 1 CHANHASSEN, MINNESOTA \ I ff CertHlcat— b� _ �... `• Summary... �'e Revision Nlstoryp ` RREAf11MMMYn1 ACRM EROSION COMRDI.MATFRMISOUANIIrlFS IRM UNIT IgNMI' wl XO iM • MIMTOSKFIC IF.1.F. n`:o.xw, M ec,NTNw® .SOIL EROSION / SEDIMENTATION CONTROL rwid NraNT OPERATION TIME SCHEDULE >ON Title EROSION AND SEDIMENT CONTROL PLAN —"RONi"°T "" "" " I"' 1 1 1 1 i 1 1 .11111. 11 1 1 Sheet No. Revision C5.01 B Project No. CH119063 EROSION A SEDIMENTATION CONTROL NOTES A DETAILS j"SITE MAV GENERAL EROSION Rnfra I 1'-5 % 7a,mPIOMP T I V Jt 1 ' m s T WINxO•RIMRI MIN o a ..m.."._..._...m.r._.....,...,...w,_.m,..M. 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SILT FENCE DETAIL .n W.c....w �".,.....smuu .wmrA_..... s.�a........m. , `_ o.. _ .w...".w..m..,.,m.._m«m.. Summary ... .m.....m,. e CONCRETE WASHOUT AREA..rv...........m.w.m...n.a...„...�.w..m..n..uw.,....w,+ ro,s.�v. .,..cY.� ,. ..,"«., a.... ...,v..,..,v..W".m..w..,. .«.„... Revislon History,«I wm......_..«..«..«....... �_...., �.....,mmm.. ., �.,.„.me x..un. Rr rw...11 .....�., ..,..... .m .M «.,..m....�m.m,.m,�«qs....,” Y.............w... ..«.„ .. ....w.m ,.n pts :....r. - �•�� � �MMNTENAXCF NOTES: •m ....................•..N..µ.u.r......".�„.m�, �..m...0 ll �� a . ,,.,o ,�.. ....,,_,...,.............,.,,.. ..,... "'" Sheet Title _. ....mm. \ EROSION AND SEDIMENT .....�..............,..._w.._m.. .m.....«.w,,..,.....�"m_.._..m. CONTROL ...., .m...„.. 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NA i.E wwI....�.a n. oII r.wixntt„,.CAN B.L avfIL BEL A-It AT AO a•,• i. .NN ia.o�.a.ABm.I e.,�.o..N.iN�—TCAN.I. N[NOCAN mNONECT ,�" a o w �.u.�BCANNO ATENEBEENEEN ENCENNEENTE .. .1 CATTALL ..I. AN I. BE T. NEENE C— _______4x__ _______max-_ DRAINTLE AND W CROSSING ____________~_ MM NO ® _ ___ ___—___ DRAIMRE AND SANITARY CROSSING knfra IxlNlYA�1N x�r,Y�N111 A O x�lx al"t CHILDREN'S DESIGN GROUP urnuuNer N.r uew.N.c.Nmt Project PRIMROSE SCHOOL OF CHANHASSEN CHANHASSEN, MINNESOTA CertHlcat ummary Y.w` or.x. N.. s n H storyM xe.a.w mmm�tN.ra, Sheet Title UTILITY PLAN Sheet No. Revision C6.01 B Project No. CH11I CROSSROAOSWULEVARP . e r < ? e , P Rnfra YY�YRY1e I�IRIY�K A� Client CHILDREN'S DESIGN GROUP AMMI..`G b`Wl Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Revision History . Sheet Title PHOTOMETRIC PLAN ® Sheet No. ReviSlon C7.01 B Pooled No. CH119065 j� CROSSROAOSWULEVARP . e r < ? e , P Rnfra YY�YRY1e I�IRIY�K A� Client CHILDREN'S DESIGN GROUP AMMI..`G b`Wl Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Revision History . Sheet Title PHOTOMETRIC PLAN ® Sheet No. ReviSlon C7.01 B Pooled No. CH119065 ata BM asac MFRA wo ac® Deno r 6 i 9 swaT mx Estaea VMFRA m �MFRA n our 119N.LL fIFIMW! tEPI. `. infra I��YR�IR M1OY.�w ��0 r Client CHILDREN'S DESIGN GROUP Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification Summary Revisian.HistoryM Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C9.01 B fit ""` m � as vast: wn aot xarwumx �MFRA infra I��YR�IR M1OY.�w ��0 r Client CHILDREN'S DESIGN GROUP Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification Summary Revisian.HistoryM Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C9.01 B Nr � y N, N • ir• W12 ONCRETE MFRA mi«., aam an an,m 5 ,Ir w,oat[ awMRxN,x smr VMFRA p� �mTm..v iww.�r omRR xm, .�...._.W�.��.. 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Client CHILDREN'S TI DESIGN GROUP c.a. w.. Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA 1 MAIN ENTRANCE PLAN 2 MAIN ENTRANCE PLAN e s LL0 eeAu , . ,v u^�u Lo �•• e • ev NORTH I 4 MAIN ENTRANCE PLAN LLO cuR i . ry NORTH I (l[umms � nu1Pl wu 1 I wllIm r 5 MAIN ENTRANCE PLAN a u s to rtAu r . iv NORTH Sheet Title SITE LANDSCAPE DETAILS Sheet No. Revision L1.02 B Project No. CHIIW63 dt` �u ~ ev MRN A NXTApM PIAMIING MIM. fou 1 I wllIm r 5 MAIN ENTRANCE PLAN a u s to rtAu r . iv NORTH Sheet Title SITE LANDSCAPE DETAILS Sheet No. Revision L1.02 B Project No. CHIIW63 a M IRRIGATION^ GUIDELINES �.. m. Rnfra " w q \1 1 \ 13 t �\lA1r \V. ClientM- ^-�•�' CHILDREN'S DESIGN GROUP Arm I f YE�WiRFFS[MWFwWaY n: „�weu m _ a uwue wu.fm,vum �. -i nuuw is.W,ufm,w.oa .u�.. �...,.W,.w.m to ect PRIMROSE SCHOOLOP ��j .... e...,W.�..» �� � I .�— .'.• ..—..�• m+ CHANHASSEN Location CHANHASSEN, MINNESOTA e.:. Wim... Y V N ,A ��_ c� ... 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Nr TA)f oNF f.N_.L un wrr�r�'fw�v>-�i4 Vicinitv Ma X V M rW reY ry 01 DoE H 'ITE LEGEND l OU7LOT A\ y" d M or r� r:ra m. neo ]w iq =W1. �e Kraus Anderson a ]I ++h.r mm.rr.Mr++. mu.an 4n n r.mo mr Realty Co. I]1 rnr ar.. w..r.r..r w. ace]v..rr..n ..epr yro.rr e.r�� � is M rw+n^ri y" d M or C.SA.H. NO. 18 (LYMAN BOULEVARD) 1.waemen r:ra m. neo ]w FEE �e BLOCk' r `i Mr.aw �.•.ar �F.r rw�m wwr .r. L ,$10 ell UJ eW[pr Rme BbMnFO,mr YFn.xb SS,J] Primrose Schoo Franchising Company Chanhassen, Minnesota ALTA/ACSM Lana Title Survey .10/26/2011 e 1 r 1 ear.... J C.SA.H. NO. 18 (LYMAN BOULEVARD) 1.waemen r:ra m. neo ]w Kraus Anderson a ]I ++h.r mm.rr.Mr++. mu.an 4n n r.mo mr Realty Co. L ,$10 ell UJ eW[pr Rme BbMnFO,mr YFn.xb SS,J] Primrose Schoo Franchising Company Chanhassen, Minnesota ALTA/ACSM Lana Title Survey .10/26/2011 e 1 r 1 ear.... J C.SA.H. NO. 18 (LYMAN BOULEVARD) 1.waemen ^rte A� a ]I ++h.r mm.rr.Mr++. mu.an 4n n r.mo mr "`r r'rrn�... I]1 rnr ar.. w..r.r..r w. ace]v..rr..n ..epr yro.rr e.r�� � is M rw+n^ri u)� p` o• N sir,.. M1^v mn.e rn.M w� Lew .a.ra...r.^.na 'a,"':.. ,rr.w :a..�.m::• ne. .,�.. w,rero ,.M,�:.u. «ow. ,�,.r.,r.:':K rT rR ro✓wrnewi MYspn.nn, rw w,al svwro ,el MMi m w+.ti�v �na4M L ,$10 ell UJ eW[pr Rme BbMnFO,mr YFn.xb SS,J] Primrose Schoo Franchising Company Chanhassen, Minnesota ALTA/ACSM Lana Title Survey .10/26/2011 e 1 r 1 ear.... J CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on February 23, 2012, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for Primrose School — Planning Case 2012-02 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me thiso_ day of Y , 2012. Notary i KarA J. Eng h dt, De Clerk KIM T. MEU1P lrezEN i Fp e ta Notary Pubii� '.i 3nr?S, 20 15 b, 7 my Gommission Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, March 6, 2012 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Council Chambers, 7700 Market Blvd. Request to amend the existing standards of the Gateway of Request to amend the existing standards of the Gateway of Chanhassen Planned Unit Development; Preliminary Plat to Proposal: replat 6.15 acres into one lot and one outlot; and Site Plan replat 6.15 acres into one lot and one outlot; and Site Plan Review for the construction of a daycare building — Primrose Review for the construction of a daycare building — Primrose School of Chanhassen Applicant: Children's Design Group Property Southeast of Highway 212, north of Lyman Boulevard and west Location: of Crossroads Boulevard (Outlot A, Crossroads of Chanhassen) of Crossroads Boulevard (Outlot A, Crossroads of Chanhassen) A location map Is on the reverse side of this notice. A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: public hearing through the following steps: 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses 4. Public hearing is closed and the Commission discusses the project. the project. If you want to see the plans before the meeting, please visit If you want to see the plans before the meeting, please visit the City's projects web page at: the City's projects web page at: www,ci.chanhassen,mn.us/serv/plan/12-02.html. If you wish to www.ci.chanhassen.mn.us/serv/plan/12-02.htmI. If you wish to talk to someone about this project, please contact Sharmeen Questions & AI-Jaff by email at salialf(Mci.chanhassen.mn,us or by phone Comments: at 952-227-1134. If you choose to submit written comments, it at 952-227-1134. If you choose to submit written comments, it is helpful to have one copy to the department in advance of is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on The staff report for this item will be available online on the project web site listed above the Thursday prior to the the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested parry is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent Information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council, The City Council may reverse. affirm or modify wholly or partly the Planning Commission's recommentlation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezontngs and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report please contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, March 6, 2012 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of thea ends. Location: City Hall Council Chambers, 7700 Market Blvd. Request to amend the existing standards of the Gateway of Chanhassen Planned Unit Development; Preliminary Plat to Proposal: replat 6.15 acres into one lot and one outlot; and Site Plan Review for the construction of a daycare building — Primrose School of Chanhassen Applicant: Children's Design Group Property Southeast of Highway 212, north of Lyman Boulevard and west Location: of Crossroads Boulevard (Outlot A, Crossroads of Chanhassen) A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/serv/plan/12-02.htmI. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at saliaff(c)ci.chanhassen.mn.us or by phone Questions & at 952-227-1134. If you choose to submit written comments, it Comments: is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/indusldal. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting, • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. BARBARA J HAIRSTON BARRY S & MICHELLE K ERVIN BRUCE A & SHEILA M TANQUIST 8533 CHANHASSEN HILLS DR S 8525 CHANHASSEN HILLS DR S 8569 CHANHASSEN HILLS DR S CHANHASSEN MN 55317-8108 CHANHASSEN MN 55317-8108 CHANHASSEN MN 55317-8108 CONVENIENCE STORE INVESTMENTS PO BOX 2107 LACROSSE WI 54602-2107 GATEWAY DEVELOPMENT LLC 11455 VIKING DR # 300 EDEN PRAIRIE MN 55344-7254 HUSSAM HASSOUN 8537 CHANHASSEN HILLS DR S CHANHASSEN MN 55317-8108 PATRICK A & LAURENE FARRELL 801 LYMAN BLVD CHANHASSEN MN 55317-9161 RICHARD C & SUSAN M AMBERSON 8549 CHANHASSEN HILLS DR S CHANHASSEN MN 55317-8108 STATE OF MINNESOTA - DOT 631 TRANSPORTATION BLDG 395 JOHN IRELAND BLVD ST PAUL MN 55155 MICHAEL BRANDT MFRA INC 14800 28TH AVENUE NO, STE 140 PLYMOUTH MN 55447 DAVID G DELFORGE 891 LYMAN BLVD CHANHASSEN MN 55317-9161 GIANETTI PROPERTIES LLC 2899 HUDSON BLVD ST PAUL MN 55128-7100 JODI LYNN SOTEBEER 8565 CHANHASSEN HILLS DR S CHANHASSEN MN 55317-8108 PETER & JESSICA HESS 8545 CHANHASSEN HILLS DR S CHANHASSEN MN 55317-8108 ROBERT F & KAREN L ANDERSON 8561 CHANHASSEN HILLS DR S CHANHASSEN MN 55317-8108 THOMAS A & GRETA K ROSE 8541 CHANHASSEN HILLS DR S CHANHASSEN MN 55317-8108 MARK PAVEY CHILDRENS DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH GA 30101 FRANK T & MARY LOU WHALEY 851 LYMAN BLVD CHANHASSEN MN 55317-9161 HARLAN C & CANDACE M LEOPOLD 8553 CHANHASSEN HILLS DR S CHANHASSEN MN 55317-8108 DAVID STALSBERG KRAUS-ANDERSON INC 4210 WEST OLD SHAKOPEE RD BLOOMINGTON MN 55437-2951 PHOULITHAT PHANDANOUVONG 8529 CHANHASSEN HILLS DR S CHANHASSEN MN 55317-8108 STATE OF MINNESOTA - DNR 500 LAFAYETTE RD ST PAUL MN 55155-4030 TODD S & LORI E STRAND 8557 CHANHASSEN HILLS DR S CHANHASSEN MN 55317-8108 W A. A ra engineeringsurveying planning energy Letter of Transmittal TO: ADDRESS CITY, STATE ZIP City of Chanhassen CITY OF RECEIVED SSEN FEB n 3 2012 CHANHASSEN PLANNING DEPT 7700 Market Boulevard - P.O. Box 147 Chanhassen, MN. 55317 WE ARE SENDING ❑ Shop Drawings ® Copy of Letter ❑ Mail ❑ UPS ® Messenger DATE Jan 27, 2012 JOB NO. 19063 PHASE 3002 ATTENTION Sharmeen AlAaff CLIENT Children's Design Group RE: Development Review Submittal ❑ Prints ❑ Change Order ® Plans ❑ Samples The following Items: ❑ Specifications THESE ARE TRANSMITTED as checked below: ❑ DATE REV. DESCRIPTION 5 01/27/2012 B Full Size Civil Plan Set including Plat and Alta 1 01/27/2012 ❑ Comment Response letter 1 01/27/2012 B 8-1/2" x 11" Civil Plan Set including Plat and Alta 1 01/27/2012 City Reviewed and Comment Plan Set 1 ❑ CD of Civil Plans 1 01/27/2012 Istormwater Management Report 1 01/27/2012 Application Check THESE ARE TRANSMITTED as checked below: ❑ For Approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For Your Use ❑ Approved as noted ❑ Submit copies for distribution ❑ As Requested ❑ Returned for corrections ❑ Return corrected prints ® Review and comment ❑ PRINTS RETURNED AFTER LOAN TO US ❑ FORBIDS DUE ❑ REMARKS: COPY TO SIGNED Michael C. Brandt, P.E. If enclosures are not as noted, kindly notify us. SCANNED Q.. February 7, 2012 Ms. Sharmeen Al-Jaff Senior Planner City of Chanhassen L 7700 Market Boulevard, P.O. Box 147 Chanhassen, MN. 55317 V RE: Children's Design Group Primrose Chanhassen Plan Re -submittal MFRA# 19063 Dear Ms. Sharmeen Al-Jaff, Children's Design Group understands the re -submittal for the proposed Primrose School of V) Chanhassen was delivered prior to the Feb 3rd, 2012 submittal date. We understand for all review timelines the official start date for this review will be Feb 3rd, 2012. W Please let me know if you need additional information. QSincerely, Mark Pavey Children's Design Group L -� By: Mark D. Pavey, AIA Cc: File v 1114 Eagles Creek Way Acworth, GA 30101 770-485-8496 Fm: 206-2550-0593 SCANNED Date: February 8,2012 City of Chanhassen 7700 Market Boulevard P.O. Boa 147 Chanhassen, MN 55317 (952) 227-1100 To: Development Plan Referral Agencies From: Planning Department By: Sharmeen Al-Jaff, Senior Planner Subject: PRE%IROSE SCHOOL OF CHANHASSEN: Request to amend the existing standards of the Gateway of Chanhassen Planned Unit Development; Preliminary Plat to replat 6.15 acres into one lot and one outlot; and Site Plan Review for the construction of a daycare building. Property is currently zoned located southeast of Highway 212, north of Lyman Boulevard and west of Crossroads Boulevard (Outlot A, Crossroads of Chanhassen). Planning Case: 2012-02 PID: 25-2480040 The above- described application for approval of a land development proposal was filed with the Chanhassen Planning Department on February 3, 2012. The 60 -day review period ends April 2, 2012. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on March 6, 2012 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than February 24, 2012. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official L Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish& Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (CenturyLink) 10. Electric Company (MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco SCANNED PRIMROSE SCHOOL OF CHANHASSEN LOCATION MAP SCANNED EASEMENT VACATION DESCRIPTION That part of a Drainage and Utility Easement lying over, under and across that part of Outlot A, CROSSROADS OF CHANHASSEN, according to the recorded plat thereof, Carver County Minnesota, described as follows; Commencing at the southwest corner of said Outlot A; thence South 89 degrees 10 minutes 45 seconds East assumed bearing along the south line of said Outlot A, a distance of 593.54 feet to a easterly line of said Drainage and Utility Easement per CROSSROADS OF CHANHASSEN; thence North 11 degrees 55 minutes 15 seconds East along said easterly line of a Drainage and Utility Easement, a distance of 164.59 feet to the actual point of beginning of the land to be described; thence North 00 degrees 49 minutes 26 seconds East, a distance of 65.16 feet; thence North 27 degrees 28 minutes 55 seconds East, a distance of 22.20 feet to said easterly line of a Drainage and Utility Easement, thence South 00 degrees 49 minutes 26 seconds West along said easterly line of a Drainage and Utility Easement, a distance of 34.22 feet; thence South 11 degrees 55 minutes 15 seconds West, continuing along said easterly line of a Drainage and Utility Easement, a distance of 51.75 feet to the point of beginning. Easement Vacation Area = 495 sq. ft. CITY OF CHANHASSEN RECEIVED FEB 0 3 2012 CHAN MWN PLANNING DEPr SCANNED 02012 10tatw of %aresaional SI,,mM Inc Drainage and Utility Easement per the plat of CROSSROADS OF CHANHASSEN rev Drainage and Utility Easement to be Vacated r -J \rJ J N00049'26' 65.1 r� O U T L O Tgl Easterly line of a Drainage and Utility ------------ 7 Easement per the plat of etu' CROSSROADS OF CHANHASSEN ^3I h' South line of Outlot A� o 010'45"E 593.54 \`Point of commencing, southwest corner of Outlot A of CROSSROADS OF CHANHASSEN VVOFbM d PM%Nl W swd°a me 7699 Anagram Drive Eden Wastvowd wwa® odmk cmda k ME Da 6IN Inwit Dmrlet Prairie, NM 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 1-888-937-5150 Prepare d for. I Icc 500049'26"K' 34.22 „44 51 A° 555 '-- � 51 1 _—:- �PoinF of Beainnin Kraus -Anderson Realty Company 4210 West Old Shakopee Road BloomingGm, Minnesota 55437 EASEMENT VACATION DESCRIPTION That part of a Drainage and Utility Easement lying over, ` under and across that part of Outlot A, CROSSROADS OF CHANHASSEN, according to the recorded plat thereof, / Carver County Minnesota, described as follows; Commencing of the southwest corner of said Outlot A; thence South 89 degrees 10 minutes 45 seconds East assumed bearing along the south line of said Outlot A, a distance of 593.54 feet to a easterly line of said Drainage and Utility Easement per CROSSROADS OF CHANHASSEN; thence North 11 degrees 55 minutes 15 seconds East along said easterly line of o Drainage and Utility Easement, o distance of 164.59 feet to the actual point of — — beginning of the land to be described; thence North 00 degrees 49 minutes 26 seconds East, a distance of 65.16 feet; thence North 27 degrees 28 minutes 55 seconds East, o distance of 22.20 feet to said easterly line of a Drainage and Utility Easement, thence South 00 degrees 49 minutes 26 seconds West along said easterly line of a Drainage and Utility Easement, v distance of 34.22 feet; thence South 11 degrees 55 minutes 15 seconds West, continuing along said easterly line of o Drainage and Utility Easement, o distance of 51.75 feet to the point of beginning. Easement Vacation Area = 495 sq. ft. Easement Vocation Area Crossroads of Chanhassen — x a iw' zoo• Daft (n/27/12 Ql/r%/1"L Sheet 1 O 1 2006 12145KF10.tl Easement Vacation Sketch SC;=Ii!ito C CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 02/10/2012 9:37 AM Receipt No. 00179729 CLERK: AshleyM PAYEE: MFRA INC 14800 28th Ave N Ste 140 Minneapolis MN 55447 Planning Case 12-02 ------------------------------------------------------- Use --------- ------------------------- Use & Variance 670.00 Sign Rent 200.00 Recording Fees 100.00 Total Cash Check 75374 Change 970.00 0.00 970.00 0.00 SCANNED 0 PRIMROSE OF CHANHASSEN - PLANNING CASE 12-02 $300.00 Subdivision $620.00 Site Plan $300.00 Vacation $100.00 PUD Amendment $100.00 Recording Escrow (Vacation & Site Plan) $200.00 Notification Sign $1,620.00 TOTAL $970.00 Less Check No. 75374 from MFRA, Inc. $650.00 Balance Owed SCANNED MFRA, INC CitLv of Chanhassen Tran X Invoice Type ..Sc Reference 26271 1/27/11 Invoice 01/27/12 Check Number: Date: 1/27/2012 Check Amt: Balance Discount $970.00 $0.00 SCANNED 75374 75374 $970.00 Pay Amount $970.00 w�,e+, caws � rotr , u,E osre evuRao � fror/L zrN Mew . ae xi:TJ lO NNLL MOUNTED L060 S*N im-ra U NORTH ELEVATION re='o G SOUTH ELEVATION w-I.O' Q VEST ELEVATION Q EA5T ELEVATION oea b i b E (7 aEio Q�C�IPIip ai dm���E da k SIN � srarv_E suoa LYNM19aLNMm cr+wcsa� rH BMIm'g Ty+e. 2011 MN{ D"." y. Exn3uoR ELEVATIONS Dare. ua. Xnr I]/V1011 cre. rRt• o'n+l Nac�• A-4 ReNelwn• EXTERIOR COLOR SCHEDULE 0 mweAaol'•eXrr-5BitlD MrtYJE NAL/Rw �-arnwrtuMrtrvuMe Qmrx vluM muWr-cher NvsnrwwtrnwLRm Wucm'-atiirtrt an rauHe El g 5KI8-STYIS cseeaM=. 81F-,.TjO NIX fJMR}I KCdI' UANL rtAtIB✓®NItA Imb Ml coos NJM®snwert Rtu a rMXlly ro rwru R4F fgpl oSwg6'iN1RYF.MP�YM1yVREM1-� WLR. NLIM NO]IYE 91116G. MNfWR-Nf¢M�N11W1 WLR,IMi[X FAYM- XLE3ah1Y1 ❑IXIBA]R N2D mMXflAF%I9tlRIX.CRS, iW.6.0/GA PHIf-91X40iTAS1Ibl tFHLLI FFII-• QjigE JMb ElWLR, NG9f ®WYIRIE MNY.Of NO W11'J/'IR({.RAT£Yfl' IV.1WM WllE1E I I 1RW 1 BYIOJI F MR?"�Fatl.$ SR8 Mite 5R{]R@ 9V lOX-VMI O(RE mLYReLK1NI1 BM6 f%9Em IMIGIL'R 12 Ialrs N.ec - m cm a sl 91 Mn writ uanse im I. v� rou-vix vrrt mus I w�,e+, caws � rotr , u,E osre evuRao � fror/L zrN Mew . ae xi:TJ lO NNLL MOUNTED L060 S*N im-ra U NORTH ELEVATION re='o G SOUTH ELEVATION w-I.O' Q VEST ELEVATION Q EA5T ELEVATION oea b i b E (7 aEio Q�C�IPIip ai dm���E da k SIN � srarv_E suoa LYNM19aLNMm cr+wcsa� rH BMIm'g Ty+e. 2011 MN{ D"." y. Exn3uoR ELEVATIONS Dare. ua. Xnr I]/V1011 cre. rRt• o'n+l Nac�• A-4 ReNelwn• 9EWFROM NORTHEA5T gEwFROM NoRTE5T | �|) _ e � 7 e ,�| \ � � a j2 < � `! 3!\a! ! a ;! k a0E � qeQ � � | EXIMOR A- 4 VIEW FROMSOUTHWEST ¢c O. c 8b� N 1 3 J C O U- O O t U a N P SONOO��' a e + PILE Q_@nmm� dm�m9E J f' { HEVAT70W i IN H"2 a Site: Children's Ae5ign Group 1M�io PRIMROSE SCHOOL OF Mark P. Pavey, A.I.A. - Architect 1114 Eagles Greek Way GHANHASSEN Acworth, 6A 30101 170-485-84% GHANHASSEN, MINNE50TA 206-350-0593 Fax chlld.design®mindspring.comSCHOO�y Date: 12/18/201 EXTERIOR DOLOR SGHEDULE BRICK al (RED) SUMMIT - SHEFFIELD ANTIQUE MODULAR OREXTERIOR ACME - OCHS MONTGLAIR MODULAR 7 ❑ WOOD BRACKETS, EXTERIOR DOORS ! FRAME5, aUPOLA PAINT - BM HG -52 or 511 SH 6151 BRICK X 2 (TAN) ENIDIGOT - DESERT IRON5POT L16Fi6T MODULAR OR❑g 50UIX CITY - CLEAR BUFF MODULAR EXTERIOR HARDIE TRIM, FASCIA, FRIEZE - SAN05TONE BE16E 3130-20 (BM HG -H2 or 5W 5H 6151) - VENTED VINYL PANELS DOLOR = WICKER ❑SOFFITS 3 WINDOW FRAME5 - MEDIUM BRONZE - NO GRIDS 10 CO ��� �T AND WALL SIGN DECORATIVE KEYS. 5HIN5LE5 - STYLE: TIMBERLINE SERIES, T-30 WITH 'SHADOW ACCENT' COLOR; HFATHERED WOOD NOTE. ALL ROOF MOUNTED EQUIPMENT 5HALL BE PAINTED TOTRASH MATCHl ROOF CALOR l ENCLOSURE 6ATE5/PO5T5MINGES, STEEL. AMINE SUPPORTS 511 1041 -VAN DYKE SROM-INDU5TRIAL ENAMff.L -EXTERIOR APPLICATION 5TANDING SEAM ROOF- AEP -SPAN SNAP5EAM - 12'LOUVER COLOR = MEDIUM BRONZE 12 BLADES - BM HG -82 or 5H 5W 6151 OUTSIDE LOWER TRIM - 5N'7041 -VAN DYKE BRONA! GUTTERS ! DOWNISPOUT5 - PREFINISHED ALUMINUM COLOR = MATCH FASCIA - (BM HC -62 or 5H 5H 6151) i IN H"2 a Site: Children's Ae5ign Group 1M�io PRIMROSE SCHOOL OF Mark P. Pavey, A.I.A. - Architect 1114 Eagles Greek Way GHANHASSEN Acworth, 6A 30101 170-485-84% GHANHASSEN, MINNE50TA 206-350-0593 Fax chlld.design®mindspring.comSCHOO�y Date: 12/18/201 c *mf ra engineering sumying planning energy December 16, 2011 City of Chanhassen Attn: Paul Oehme 7700 Market Blvd. Chanhassen, MN. 55317 RE: Stormwater Management Requirements Primrose School - Chanhassen, MN. Dear Mr. Oehme, x VOID The following is a summary of the storm water management system for the proposed Primrose School project located in Chanhassen. The project has been designed to meet the requirements of the city of Chanhassen standards as summarized in the following paragraphs. L Existing Conditions The undeveloped project site's existing conditions include a rough graded 1.6 acre developable site with a 4.5 acre storm water pond and wetland. The storm pond was sized for an approximate 48,000 square feet of impervious area from the 1.6 acres. Currently, an approximate 64,000 square feet of existing drainage flows overland to the wetland with a small portion draining to the pond. The existing soil conditions are poor draining with a soil classification value C. H. Proposed Conditions The proposed site will remove the existing south drive apron/entrance to the site, vegetation, and other existing features through construction activities. A 12,000 square foot Primrose School, playground areas and parking lot are the proposed improvements to the site. The total impervious area for the proposed site improvements equals 40,000 square feet. The building and synthetic play turf location will be on the south portion of the site with the parking lot north of the building and playground. The building will be surrounded on the west, south, and east sides with a synthetic play turf. The synthetic play turf is made up of a three part layer on top of compacted stone. The turf section starting at the compacted stone builds up with a soft pad, turf grass, and an infill material to stabilize the turf grass. This system has a measurable infiltration rate of 0.60 inches per hour, according to the manufacturer. The building, playground, and parking lot's storm water will be routed to the existing storm pond at the north end of the site via drain tile, roof drains, and storm sewer pipe. The existing The north storm pond is designed to receive 48,000 square feet of impervious development, which is in excess of the proposed 40,000 square feet of impervious surfaces (see 'Summary Table of Pond Sizing). The pond is designed at a normal water level of 909.8 and a high water level of 912.2. The building has a first floor elevation of 923.8, with an emergency overflow at the southeast corner of the parking lot at 922.7. Also, the proposed project will allow 14,500 square feet of green area to directly discharge from the site (see 'Area of Direct Runoff). The direct discharge is not a result of development, but is an existing condition of the site. The direct discharge areas include the property along the city right of way, a swale on the south, and the slope on the west side of the property that drains to the wetland. The storm pond and controlled outlet were designed as part of a previous project. The existing wetland area and buffer area will not be disturbed as part of this project. Summary Table of Pond Sizing Site Impervious for Pond Design 48,000 sf Proposed Site impervious to Pond 40,000 sf Area of Direct Runoff Existing Runoff 64,000 sf Proposed Runoff 14,500 sf Page 2 of 2 111. Emergency Overflow An overflow for the site is provided through a minor depression. The minor depression in the playground area on the East side of the building overflows north at an elevation of 922.70. The overflow storm water will flow into the parking lot sheet flowing to storm manhole 102. The overflow ultimately discharges to the storm water pond. The emergency overflows are in place to provide drainage away from the proposed building. IV. Erosion & Sediment Control Erosion and sediment control will be handled with the use of construction rock exits, silt fence, inlet protection, slope protection, and silt dikes. Full erosion and sediment control (SWPP) plans are included with the construction document set. If you have any questions or comments regarding this report, please feel free to contact me at mbrandt@mfra.com or 763-476-6010. Sincerely, MFRA, Inc. C� Michael C. Brandt, PE License # 42661 MFRA, Inc. Enclosure: §{ |t >§§!§!!!!!]!!!!!! 4!!§E§ 8 !!!!!! g ! 88 8 ƒ< §!�!!!!§§§!!!!!■! |! !!!!!!§§!B!!!! _ ................. !!§!!§! ! ®- !: !,!<r! a ,!!■!,,! IL ..... .... January 5, 2012 CITY OF CHA NSEN Mr. Michael Brandt, P.E. 7700 Market Boulevard MFRA, Inc. PO Box 147 14800 28d' Avenue North, Suite 140 Chanhassen, MN 55317 Plymouth, MN 55447 Administration Re: Primrose School of Chanhassen Submittal Phone: 952.227.1100 Fax: 952.227.1110 Dear Mr. Brandt: Building Inspections Phone: 952.227.1180 This letter is to notify you that the plans for Primrose School of Chanhassen Fax: 952.227.1190 submitted on December 21, 2011, are incomplete and are being returned. In order for the City to complete the review, the following items must be provided: Engineering Phone: 952.227.1160 1. The fee must include Site Plan ($620), PUD Amendment ($100), Notification Fax: 952.227.1170 Sign ($200), and Filing Fees ($50 per document). Finance Phone: 952.2271140 2. Site plan sheet C3.01 A must be revised to include the following: Fax: 952227.1110 . Wetland buffer Park & Recreation • Wetland setback Phone: 9 52 22 7112 0 • Wetland buffer vegetation management plan Fax:952.2271110 . Overall layout of the development and how the subject site fits into the Recreation Center development 2310 Coulter Boulevard • Easements Phone: 952.2271400 • Signage plan Fax: 952.227.1404 3. We discussed the possibility of replatting Outlot A of Crossroads Addition into a Planning & Natural Resources single lot. Is that still the case? If it is, all plat submittal requirements must be Phone: 952.227.1130 met. Fax:952.227.1110 4. The overall hard surface coverage for this development may not exceed 70%. Public works The concern stems from the use of artificial turf in the play areas. This material is 7901 Park Place considered hard surface. Revised hard surface calculations must be submitted. It Phone: 952.227.1300 is also recommended that you communicate with the owners of the Crossroads of Fax: 952.227.1310 Chanhassen Development if you intend to exceed what was previously approved, since such action will impact future development of the remaining lots. Senior Center Phone: 952.227.1125 Fax.9522271110 5. Provide a map pertaining to the storm sewer calculations. Also, a hydrocad model should be developed to determine the rate and volume to the existing pond web site and wetland. www.ci.chanhassen. m ri 6. Compare the drainage rates to the approved drainage calculations for the entire development. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Mr. Michael Brandt January 5, 2012 Page 2 We are enclosing a red -lined set of plans that need to be revised. Please return this set with the revised plans upon completion. If you have any questions, please contact me at 952-227-1134 or by email at saljaff(a.ci.chanhassen.mn.us Sincerely, Sharmeen Al -J Senior Planner SAJ:ktm Encs. cc: Mark Pavey, Children's Design Group cc: Joe Shamla, Project Engineer g:\plan\2012 planning cases\2012-02 primrose school\incomplete letta.doc Administration Re: Primrose School of Chanhassen Submittal Phone: 952.227.1100 Fax: 952.227.1110 Dear Mr. Brandt: Building Inspections January 5, 2012 CITY OF submitted on December 21, 2011, are incomplete and are being returned. In order for CNIMSEN Mr. Michael Brandt, P.E. 7700 Market Boulevard PC Box 147 MFRA, Inc. 14800 28th Avenue North, Suite 140 Chanhassen, MN 55317 Plymouth, MN 55447 Administration Re: Primrose School of Chanhassen Submittal Phone: 952.227.1100 Fax: 952.227.1110 Dear Mr. Brandt: Building Inspections This letter is to notify you that the plans for Primrose School of Chanhassen Phone: 952.2271180 Fax: 952.227.1190 submitted on December 21, 2011, are incomplete and are being returned. In order for the City to complete the review, the following items must be provided: Engineering Phone: 952.227.1160 1. The fee must include Site Plan ($620), PUD Amendment ($100), Notification Fax: 952.227.1170 Sign ($200), and Filing Fees ($50 per document). (970 ) Finance 2, Site plan sheet C3.01A must be revised to include the following: Phone: 952.227.1140 Fax: 952.2271110 Wetland buffer "l Wetland Park & Recreation Phone: 952.227.1120 setback I e Wetland buffer vegetation management plan — f6aa P110040. s>s� Fax 952.2271110 Overall layout of the development and how the subject site fits into the development Recreation Center 2310 Coulter Boulevard "� ascments Phone: 952.227.1400Signage plan Fax: 952.227.1404 -/ %d We discussed the possibility of replatting Outlot A of Crossroads Addition into a Planning & single lot. Is that still the case? If it is, all plat submittal requirements must be Natural Resources met. Phone: 952.227.1130 Fax: 952.227.1110 W'�The overall hard surface coverage for this development may not exceed 70%. Public Works The concern stems from the use of artificial turf in the play areas. This material is 7901 Park Place considered hard surface. Revised hard surface calculations must be submitted. It Phone: 952.227.1300 is also recommended that you communicate with the owners of the Crossroads of Fax: 952.227.1310 Chanhassen Development if you intend to exceed what was previously approved, since such action will impact future development of the remaining lots. Senior Center Phone: 952.2271125 `,5/Provide a map pertaining to the storm sewer calculations. Also, a hydrocad Fax: 952.227.1110 model should be developed to determine the rate and volume to the existing pond Web Site and wetland. www.ci.chanhassen.mn.us Compare the drainage rates to the approved drainage calculations for the entire development. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Mr. Michael Brandt January 5, 2012 Page 2 V�we are enclosing a red -lined set of plans that need to be revised. Please return this set with the revised plans upon completion. If you have any questions, please contact me at 952-227-1134 or by email at saljaff@ci.chanhassen.mn.us Sincerely, Sharmeen AI-Ja Senior Planner SAJ:ktm Encs. cc: Mark Pavey, Children's Design Group ec: Joe Shamla, Project Engineer gAp1an\2012 planning cases@012-02 primrose schoohincomplete letterAm x VOID . TA�� arxeaw . ®ec RmK.._., irw • u a fil oK"pCoaw Lowsm .11. QQ wim u"AnoN w.,o EAST aPrAnM E aEv�nor�, er..rr�� w ra A4 Q Site Development Plans for Primrose School of Chanhassen m CONSULTANT OOFnALT usr mczgrta wiw^zu'ewulrcc . osuso<,.ns . �nrx.Kxue.wlv.m W Rxxs.r 'VAKo�ieV[rTEL rxlriiii,.lrn.mm ..x ow mann can.R. mL.xL.xorn .KMII[[r n11 r.., 11rxY> �rvxawMYS m�uawx11. rxeaxue. wlmm com.a.''.rxn. o�xr:.ural .wovrx.mx s:wr moxr.l..prm.mm r.x. wn nsmm co'e.:a'wxasxunrrwu ,xx.o�TE, .. ,�x�. axr,m M.a xx rs«r TEL 161r.11xMm10 .crtIues Chanhassen, Minnesota Presented by: Children's Design Group VIUNI IT MAY NOS U a `rOHOOL�' nfra YL�IE rynewlFe Y111 YA.R® W Client CHILDREN'S DESIGN GROUP Project PRIMROSE SCHOOLOF CHANHASSEN Location CHANHASSEN, MINNESOTA w.� Re sm nv Sheet Title COVER SHEET ov VOID Sheet No. Revision C1.01 A a ---------- -- \ _ – –� — �esao – – j r Wm Non ...e„ffe..m„ .,a,.....,..,.a,�.. u =013CRIMON I I ----I II I II 1 B Ir 1I — �esao Wm Non ...e„ffe..m„ .,a,.....,..,.a,�.. u =013CRIMON --= &Lt aQ-, --- ,Y I_ CROSSROADS BOULEVARD ` F5L I I I I I 1 I I I 1 1 1 its xOnix Infra .e�rArw IY�InraaY wNas Client CHILDREN'S DESIGN GROUP Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certhication J Oa Pt' O�� ummary Sheet Title EXISTING CONDITIONS - DEMOLITION PLAN Sheet No. Revision C2.01 A Project No. CHIIW63 CROSSROADS BOULEVARD mmmm LEGEND GREY NOTFS — DO VELOPMENT NOTFS w ® nr,xx e. u�oxrnrae w¢¢unes,rvwrur m,ar,w ,. wra¢urmoxsu^orvurmmrunn uYm nnw,¢unrmmmm+x Fl— xs r' _ ¢oennrux¢ O �OEVFIOPMFNT SUMMARY i,r gm i">b.'iwia "rnrt"mr. x ruerurrsr�enw.rtmw: nw muul� mmnrxv,eva,srxi,n4na mN— eiur'w¢'xvii,wimxo zone infra I,p1 RYRMIi .RARN = M.. IIYW Client CHILDREN'S DESIGN GROUP uewns Mevwe+ Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certificates ^ ummary Revision History Sheet Title SITE PLAN Sheet No. Revision In C3.01 A Project No. CH119063 u _--------- Z- — Il nfra NO60YR►Mr MiH1YIxW aH W Hl10 Ys WHY W Client CHILDREN'S DESIGN GROUP .rwom..cn w`ww Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification •umma �:�- tY ReVISIon Hilleryy Sheet Title GRADING PLAN Sheet No. Revision C4.01 A e1FGEN0 _Y n u w W_ — Il nfra NO60YR►Mr MiH1YIxW aH W Hl10 Ys WHY W Client CHILDREN'S DESIGN GROUP .rwom..cn w`ww Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification •umma �:�- tY ReVISIon Hilleryy Sheet Title GRADING PLAN Sheet No. Revision C4.01 A t rm,.wo„wa Sl_NA# �. nom. 4e .u,ff o[.u, n.01 `A°� r•nr la4 n,r. [awl 1 _ •u. e "All 11 Y11 B SECTION B -B qW ,'•is' ':`uI' w` L— 11" 1. im —-_— ILI y. 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M�..DAAuAv. ��. e Xa—NAR M"CEaR TRAT'S'"ww.Ni I..D'., \ G \ AREA SUMMARY IN MIRES ERgLgNMO OLrMEERMISQUANII U 'ARA iY WAMIT .Nm"S m MYpW .1.ARAnNANa NOTES LDcnoe ATAKum AANiDxoARD OnANT Rinfra .N».wN.wr RRR.r�NV R�i Nsw •NR.. wa r Client CHILDREN'S DESIGN GROUP A ONDCGAnm"Ar Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Cenlflcatlon •summary m/M.« Re�slan Hlstory� Sheet Title EROSION AND SEDIMENT CONTROL PLAN Sheet No. Revision C5.01 A Project No. CHII9 3 EROSION 6 DETPILS / "SrIF MPP' LW ea S�T1F IOCATroXIMP ` — ousymPP SawaROCK ENTRANCE DRIVE 111LTOFEXCEDETAIL DCONCRETE WASNOUEPRFA SEEMS SILT FENCE INLET PROTECTION aP-11 v ROAD DMIN INIFT PROTECnpI (R'1) =GFNEML FflOSION NOTES: nMIME MAINTENANCE MOTH:ng rymiu.,...,..n..,.......�..:...tl.�..mumv infra p.nnnm m RmwMaln gpm6unua w,r Re Client CHILDREN'S DESIGN GROUP .D.LmIDREI.NR. Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification 01- ummary Revision Historyo.nN m.v....,.,. Sheet Title EROSION AND SEDIMENT CONTROL DETAILS Sheet No. Revision C5.02 A Project No. CH119063 IEGENO —UTI CONSTRUCTIONNOM e— e—rO—x—O m x[nn ra:rueropyuu wlYX.— w TA- Mnxf1110Y1 V.x� nI� —A.Toan ,wx�mxrtoix AT. x ^,W n t rtITS wLn1WN[Ilw,III mevuI— ,o.WonmT]� �wwnnnw.nwwWuwxenrnna�uun R� A AAT "I�nw Dm DRAT w,axmn I. -A xY n we I. IT ART FRAR. AR—R.— RAINAI, — APPRIARRARRI T. I--- TAKI —I-- ATRARRATA I -AI — A— AA-- I. --TA --RA,A AAI—,A— RL� — WI AT � —;AN AR THE — AAARARVA �A— A UAR—b RAWAS '�"A 5PARI .1. 1. w roy'I ALL m,mw.�.�x�nxn.m..Irt�„ .mxnrt�x,.w,x�m.m.n,5 .e4 ALL RIP ARI WL I OFARRARRATATTA mxS�xSW,nrt��n.�nxxX,w.n".,x.,�.,,wm A, anfra �.�nrtXS�W n PATI Client CHILDREN'S DESIGN GROUP 4F.41E5M[I W.SY XLWgnX. W SOIYI Project PRIMROSE SCHOOL OF CHANHASSEN \ Location CHANHASSEN, MINNESOTA CeAAARAAAA, Mumma+�.�K N ReWs„Tn N sts Sheet Title UTILITY PLAN Sheet No. Revision C6.01 A ProjMNo. CHI1IM3 C C r r r v r r r C-�6 C S E /• C C C C C C C C C C C r r C C CROSSROADS BOULEVARD v Wnfra MR01tl IMgbYno6rN1 IV IRNO Y im m.r Client CHILDREN'S DESIGN GROUP Pro ect PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA unification e on N story b 1Wnu...... ,n Sheet Title PHOTOMETRIC PLAN Sheet No. Revision C7.01 A Project No. CH119063 CATCH DAM MIND RA o au AND CURB DETUL 'ET,,[ ,YIMCALtlLAHWTC£..LL \IYI�fRA RE knfra MpnNYInYN WI A A.mR O Client CHILDREN'S DESIGN GROUP �114 EAGLES CREEK "Y Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certificates Summary Zp Revision History Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C9.01 A Project No. CHJ19063 zww ..� Irk e omnia REM Z RE ME--... REEK ems DATE VALK ANDRA M BD%IWALLA" knfra MpnNYInYN WI A A.mR O Client CHILDREN'S DESIGN GROUP �114 EAGLES CREEK "Y Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certificates Summary Zp Revision History Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C9.01 A Project No. CHJ19063 h •^'" n •• �n• I'13 m+x o7xoxTL FRA �� nye AxD EUi1FA Air rTr b •� i • B �� 9 9 FRA v'�uryn AEQSSBIf PARNINE LCN ,r mNN!'iL RONiENNME sTIR RA -L: M�pm •` PAMLRlT SECTMS� RA CDtkFETE SIDEWALK ORA SE M WIND O1NB ! ELTT01 s[cnax 'w -A FRA CONCRETESOEeNN DETM P "`:�� anfra mon MN Client CHILDREN'S DESIGN GROUP A' ...... A;a.1 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA CertiFlcation _� S eSummary� M dw.a.. .vwM:o Rev s o� n HI Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C9.02 A Project NO. M19063 1 SITE LANDSCAPE PLAN t.G .�... oo• cater—cam -'--'�oow� It x IN ITT vE. i®®lo0 o .r — .eiei�y.�m WD- -In— WO nv®moo.. �. _ 0161® Dun n n�®moos ��Q00� on®moos. nw G Hotss LrT If DIM DIM. It x IN ITT o .r — .eiei�y.�m WD- -In— WO n �. _ wnfra MIT Client CHILDREN'S DESIGN GROUP Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification 0 Summary .,� Re sllov— n History Sheet Title SITE LANDSCAPE PLAN Sheet No. Revision L1.01 A Project No. CH119 3 PLAN N rlr 4r �r, r.r r.r IF T-1 oD--DDS NRLCH LINE � infra =r= Client CHILDREN'S DESIGN GROUP _ Z MAIN ENTRANCE PLAN Iw eranlruecw.. LU 1.0�"""� .rrr •m rur -ra xoarN -DDS DD N rlr 4r �r, r.r r.r IF T-1 oD--DDS NRLCH LINE � infra =r= Client CHILDREN'S DESIGN GROUP _ Z MAIN ENTRANCE PLAN Iw eranlruecw.. LU 1.0�"""� •m rur -ra xoarN 1 �tl � a>• }➢(��- III g EAST SIDE LANDSCAPE PLAN r 1. INu i• . ie' _o g _ ® � FM • r M M _� *MSI• MMM �-R.M iD« — a. 4 MAIN ENTRANCE PLAN • " (=moi 1.0�"""� •m N0�%TN 1 �tl � a>• ISMS."iRs4.7 EIEW' �'r' - �..®almae¢•e •••,••• �.�amm.lmf Y C s®ue v mD•ruxm euxnxD DsrxS NSI Cir � u'ri'�s���\ r`a�. •��� S MAIN ENTRANCE PLAN n r r 1.0 x'v.l .IY unvmv Certification ��� Summary rna.re i ReNSMon HTry r� Sheet Title SITE LANDSCAPE DETAILS Sheet No. Revision 1-1.02 A Project No. CHIID063 � 1 �tl � a>• - Wm S MAIN ENTRANCE PLAN n r r 1.0 x'v.l .IY unvmv Certification ��� Summary rna.re i ReNSMon HTry r� Sheet Title SITE LANDSCAPE DETAILS Sheet No. Revision 1-1.02 A Project No. CHIID063 111111 IRRIGATION GUIDELINES � .�a f A 0flm uNE FwlcnL LArout , 101 giix'L l9.`�A'iY✓a'Sy 6i1r, OFFS B L0W FLOW 10NE CONIFOL VA`YE Mn I G POP -IIP MP FOtALOfl ume�Mu e ern o iI n e 1 i s. Sf.D S'S Or y J7 =IRRIGATION LEGEND LEI --mmitivv, • mow..., ��.,�. .,�s., Rnfra www...nw men A.ILr ie �IrP.nunarn client CHILDREN'S DESIGN GROUP Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification omma5 ry Re w°n History .. Sheet Title AS - BUILT IRRIGATION REQUIREMENTS Sheet No. Revision L2.01 A Project NO. CH119063 CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: 3/6/12 CC DATE: 3/26/12 Fil REVIEW DEADLINE: 4/2/12 CASE #: 12-02 — Primrose of Chanhassen BY: AI-Jaff, et al. "The Chanhassen Planning Commission recommends that City Council approve a Planned Unit Development Amendment to the existing standards; Preliminary Plat to subdivide 6.15 acres into one lot and one outlot (Crossroads of Chanhassen 2nd Addition); Site Plan Approval for construction of a daycare facility (Primrose of Chanhassen); and adoption of the attached findings of fact and recommendation." SUMMARY OF REQUEST: The applicant is requesting a Planned Unit Development Amendment to existing standards, preliminary plat to subdivide 6.15 acres into one lot and one outlot — Crossroads of Chanhassen 2nd Addition; and site plan approval for the construction of a daycare building. Notice of this public hearing has been mailed to all property owners within the required 500 feet. Staff is recommending approval of the request with conditions. LOCATION: North of Lyman Boulevard, West of Crossroads Boulevard and southeast of Highway 212. APPLICANT: Children's Design Group Kraus -Anderson, Inc. 1114 Eagles Creek Way 4210 West Old Shakopee Road Acworth, GA 30101 Bloomington, MN 55437 Mr. Mark Pavey Mr. David Stalsberg Phone: 770-485-8496 (952) 881-8166 child.desim(a)tnindsprine.com dstalsberg@,karealty.com PRESENT ZONING: Planned Unit Development, Mixed Use — PUD, Mixed Use 2030 LAND USE PLAN: Mixed Use ACREAGE: 6.15 Acres DENSITY: N/A LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City has a relatively high level of discretion in approving amendments to PUDs because the City is acting in its legislative or policy making capacity. A PUD amendment must be consistent with the City's Comprehensive Plan. The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 2 of 35 The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. PROPOSAUSUMMARY The request consists of multiple applications to facilitate the construction of a daycare center. The request includes a Planned Unit Development Amendment to existing standards, a Preliminary Plat to subdivide 6.15 acres, and Site Plan Approval for a daycare center. The site is located north of Lyman Boulevard, west of Crossroads Boulevard and southeast of Highway 212. Access to the site will be gained off of Crossroads Boulevard. The site is zoned Planned Unit Development -Mixed Use. The following is a summary of the requests: 1. Planned Unit Development Amendment: The first request is to amend the size limitation element for a single user. Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 3 of 35 2. Subdivision/Preliminary Plat: The second request is for the subdivision of 6.15 acres into one lot and one outlot. Lot 1, Block 1, is proposed to contain a daycare center. Outlot A contains a stormwater pond and a wetland. 3. Site Plan: The final request is for a site plan to construct a 12,000 square -foot daycare building. Site coverage is averaged over the entire development. This is permitted under the PUD ordinance (Section 20-505 (e)). The total permitted site coverage is 70 percent. The proposed development has a total hard coverage area of 45.4%. The design of the building is attractive and is proposed to be constructed of high-quality materials. They include brick and block. All elevations that can be viewed by the public have received equal attention. Parking is buffered from views by buildings and landscaping. Sidewalks and trails allow for connections between the subject site and the surrounding buildings and separates pedestrian from vehicular traffic. Access to the site is provided via an internal street (Crossroads Boulevard). There will not be direct access to Highway 212 or Lyman Boulevard. Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 4 of 35 Staff regards the project as a well-designed development. The overall design is sensitive to the surrounding area. Based upon the foregoing, staff is recommending approval of the site plan, subdivision and planned unit development amendment with conditions as outlined in the staff report. APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article II, Division 2, Amendments Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article VII, Planned Unit Development District Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial, and Office - Institutional Developments BACKGROUND The Land Use Plan designates areas around the TH 101/fH 212 interchange as mixed use. This category has been established to accommodate either commercial or high-density residential developments. The high-density category, which includes units with a maximum net density of 16.0 units per acre, accommodates apartments and higher density condominium units, but would also permit the development of townhome-type units. The commercial use is intended to support or complement high-density residential development. Commercial uses may include convenience grocery stores, daycare facilities, etc., or those uses that meet the daily needs of the residents. Although the underlying commercial district does not limit the size of buildings, staff recommended individual users be limited to 8,000 square feet. While we are adjusting this number upward in response to changing market conditions, we still believe that this size user would be consistent with the neighborhood commercial type of use. Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 5 of 35 Concept Plan On January 4, 2005, the Planning Commission reviewed and approved the Concept PUD for the site (not to be confused with site plan approval). This plan was later approved by City Council on January 24, 2005. This final concept layout reflected a residential component within the areas located north and south of Lake Susan Drive with the highest density concentration facing Highway 101. The portion of the site located south of Highway 212 consisted of a mix of commercial and residential uses. In that instance, the residential part encompassed the western portion of the site while the commercial part occupied the remainder of the site, and faced Highways 101, 212, and Lyman Boulevard. Highway Plans w/Site Layout ` Noah Site Location Realigned Highway 101 Neu' High,,., 212 Proposed Lighted Intersection Future Sonthu-est Met. Transit Station south Site Location Lyman Boulevard & Highway 101 Interchange The portion of the site located south of Highway 212 consisted of a mix of commercial and residential uses. In that instance, the residential part encompassed the western portion of the site while the commercial part occupied the remainder of the site, and faced Highways 101, 212, and Lyman Boulevard. Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 6 of 35 Development Plan On June 27, 2005, the City Council approved rezoning the property from Residential Single Family to Planned Unit Development -Mixed Use and adopted the Planned Unit Development ordinance that regulated and set standards for the development of this site including permitted uses, landscaping, setbacks, signage, building materials, architectural standards, parking, etc. On February 27, 2006, the Chanhassen City Council approved a site plan for the construction of a three-story multi -family building containing 48 units, and located northwest of the intersection of Highways 312/101 (north site). On January 24, 2008, the City requested the vacation of right-of-way along Old Trunk Highway 101. A portion of the old highway occupies the westerly portion of the site. Development of the westerly portion of the site is contingent upon Minnesota Department of Transportation vacating the right-of-way. Amended Development Plan On March 10, 2008, the Chanhassen City Council approved the following: • Planned Unit Development amendment clarifying setbacks, signage, and retail building size • Variance request to allow a 20 -foot setback from Lyman Boulevard and a 20 -foot setback from Highway 101 • Preliminary plat for Planning Case 08-01 for Crossroads of Chanhassen • Seven site plans consisting of a 5,300 square -foot convenience store with gas pumps and a 2,805 square -foot car wash (Buildings 4A), a multi -tenant building with an area of 11,000 square feet (Building 4B), a two-story multi -tenant building with a first floor area of 13,800 square feet and second floor area of 15,000 square feet (Building 4C), a one-story retail building with an area of 8,000 square feet (Building 4D), a 5,000 square -foot bank with drive-thru window (Building 4E), a 3,400 square -foot retail building (Building 4F), and a 10,000 square- foot Deli and Liquor Store (Building 4G). Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 7 of 35 CROSSROADS OF CH ASSEN nxa. xv On April 28, 2008, the City Council approved final plat approval to subdivide 14.9 acres into three lots and one outlot — Crossroads of Chanhassen. On July 14, 2008, the Chanhassen City Council granted final plat approval for Crossroads of Chanhassen 2°a Addition creating two lots and one Outlot for the area of the development that is being reviewed as part of the development proposal for the daycare. That plat was never recorded. The current proposal now plats this same area into one lot and one outlot. As part of this submittal, staff directed the applicant to conduct a traffic study to evaluate the trip generation and circulation of the site along with the impact to the intersection of Lyman Boulevard and Highway 101. A traffic study was performed by the applicant's engineer and reviewed by the City's traffic consultant. Internally the site has acceptable circulation. The only external site issue that was discovered is at the intersection of Lyman Boulevard and Crossroads Boulevard. Access spacing guidelines for Carver County do not allow a signal at this intersection. The possibility exists that the County could someday switch the access to Crossroads Boulevard to a right-in/right-out or block some of the turning movements. SITE PLAN In order to provide a better understanding of the overall development, staff will first review the site plan component, which in tum leads to the PUD amendment. The building must comply with the Development Design Standards for Chanhassen Gateway. A PUD is required to be developed to a higher quality than other projects. Site coverage is averaged over the entire development. This is permitted under the PUD ordinance (Section 20-505 (e)). The total permitted site coverage is 70 percent. The proposed development has a total hard coverage area Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 8 of 35 of 45.4%. The design of the building is attractive and is proposed to be constructed of high quality materials. They include brick, rough -face block, awnings, and glass. All elevations that can be viewed by the public have received equal attention. Parking is proposed along the north portion of the site. It is buffered from views by a building and landscaping. Sidewalks and trails allow for connections between the building and surrounding area, which separate pedestrians from vehicular traffic. The applicant has done a commendable job on the sidewalks and pedestrian connections on this site. The trash enclosure for the building is located at the northwest comer of Lot 1, Block 1. The enclosure is proposed to be built of materials that match the building. The added landscaping and boulevard trees will provide a calming affect to a busy area The site plan request is for a 12,000 square -foot daycare building. The structure is proposed to be located on Lot 1, Block 1, Crossroads of Chanhassen 2nd Addition. The building has a pronounced entrance, utilizes durable exterior materials, and exhibits articulation. Signs are located on the north and south elevations of the building. The size of the individual letters may not exceed 30 inches and the sign must comply with ordinance. The applicant is proposing to illuminate the sign with a downcast light fixture. The city code prohibits this form of sign illumination. The light fixture must be removed. All buildings within the development of Crossroads of Chanhassen maintain a 20 -foot setback from the right-of-way. To continue the vernacular perspective, the applicant will place a play area fence along the same plane as the proposed building to the east. This fence may not exceed six and one-half feet in height. Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 9 of 35 VIEW FROM NORTfPf5T VIEW FROM NORTF T LIGHTING/SIGNAGE The applicant prepared a lighting plan. The applicant included photometrics. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. The applicant has submitted a light fixture design. Staff is Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 10 of 35 recommending that the lights be consistent with the approved fixtures in the development. Parking lot light fixtures may be 25 feet tall. All fixtures must be shielded. J Ell The signs for this project include: One monument sign, which was approved as part of the overall development of Crossroads of Chanhassen, was part of the original approval. The sign will allow for identification of tenants in the development. The sign display area is 18.36 square feet which is less than the 24 square feet permitted by ordinance. The majority of the sign is an architectural element that frames the entrance into the development. The sign may not exceed 5 feet in height. The sign is proposed to be located at the southeast corner of the site. The sign shall be set back a minimum of 10 feet from the property line. Should the applicant use this sign for identification of their business only, then they will need to use individual -dimensioned letters rather than sign panels. Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 11 of 35 All the buildings in the development are permitted signs on two elevations only. The proposed signs on the north and east building elevations are consistent with this requirement. Only individual letters are permitted. The size of individual letters may not exceed 30 inches. A typical Primrose sign is flat. The sign must be comprised of individual letters. The applicant must revise the design to meet ordinance requirements. PARKING The ordinance requires one parking space per six students. The building capacity is 182 students which translates to 31 parking spaces. The applicant is providing 48 parking spaces. ARCHITECTURAL COMPLIANCE Size. Portion and Placement Entries: The building has a pronounced entrance. Articulation: The building incorporates adequate detail and has been tastefully designed. The architectural style is unique to the buildings but will fit in with the surrounding area. The building will provide a variation in style through the use of brick and glass. The building utilizes exterior materials that are durable and of high quality. Signs: All signage must meet the sign criteria in the Planned Unit Development Design Standards for Chanhassen Gateway. Material and Detail High quality materials are being used on the building. Color The colors chosen for the building are earth tones. The selection is unique, but blends in with the surrounding buildings. Heiaht and Roof Desi¢n The maximum building height in this Planned Unit Development varies based on the use. All buildings meet the minimum set in the ordinance. The roofline is staggered, adding articulation to the design of the buildings. The ordinance requires a pitched element on building. Multiple dormers are used to break the expanse of the pitched roof to comply with this requirement. All rooftop equipment must be screened from views. Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 12 of 35 Facade Transparency All facades viewed by the public contain more than 50 percent windows and/or doors. Loadine Areas, Refuse Areas, etc. The trash enclosure is located along the northwest corner of Lot 1, Block 1. The exterior material must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. SITE PLAN FINDINGS In evaluating a site plan and building plan, the City shall consider the development's compliance with the following: (1) Consistency with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; (2) Consistency with this division; (3) Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; (4) Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; (5) Creation of functional and harmonious design for structures and site features, with special attention to the following: a. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; b. The amount and location of open space and landscaping; c. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and d. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 13 of 35 (6) Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The proposed development is consistent with the City's design requirements, the comprehensive plan, the zoning ordinance, the design standards, and the site plan review requirements with the exception of the area of the building which will require a PUD amendment. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the approved development for this area. Staff regards the project as a reasonable use of the land. The overall design is sensitive to the City's image. Based upon the foregoing, staff is recommending approval of the site plan with conditions outlined in the staff report. PUD AMENDMENT Increase in the size of a building and space occupied by a single tenant: The current language in the PUD limits the space occupied by a single tenant to 8,000 square feet with the exception of buildings 4G and 4C that were permitted to be increased to 10,000 square feet. Buildings 4F and 4G have not been built yet. The current proposal will replace those two buildings. Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 14 of 35 CROSSROADS OF CH SSEN / F.xMbtt A ,nF f r f a cns 0 E. I A The intent of limiting the square footage of a single tenant in the commercial/retail buildings is to insure that the types of retail operations are neighborhood -oriented in size and service. The approved PUD was for two stand-alone buildings of 10,000 square feet and 3,400 square feet. A deli and liquor store was proposed to occupy the 10,000 square -foot space and a restaurant in the 3,400 square -foot space. Primrose school is requesting to have one use within a 12,000 square -foot building. This building contains separate areas for children in different stages with over 2,500 square feet of shared office, bathroom, storage and kitchen facilities. It is staff's opinion that a daycare is a neighborhood -oriented type of use that will meet the daily needs. It still meets the intent of the district. It should be noted that the underlying commercial district does not limit commercial building areas. The limit was established with the Planned Unit Development. Should the City approve this amendment, staff recommends changing the language under permitted uses to read "Neighborhood -scale commercial up to 8,000 square feet per tenant with the exception of the daycare in building 4G. A tenant may occupy up to 12,000 square feet of said building." PLANNED UNIT DEVELOPMENT AMENDMENT FINDINGS The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse effects of the proposed amendment. The six (6) effects and our findings regarding them are: Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 15 of 35 a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Find: The site is guided mixed use (residential and neighborhood commercial). A daycare will meet the daily needs of the surrounding area and a 12,000 square -foot building is a reasonable size building in that location. b) The proposed use is or will be compatible with the present and future land uses of the area. Finding: The proposed use is and will be compatible with the present and future land uses of the area through the implementation of the design standards, landscaping, architecture, etc. c) The proposed use conforms with all performance standards contained in the Zoning Ordinance. Finding: The proposed use will conform with all performance standards contained in the Zoning Ordinance such as design standards, signage, durable materials, uses, etc. d) The proposed use will not tend to or actually depreciate the area in which it is proposed. Finding: The proposed use is intended to meet the daily needs of the area. It could potentially add convenience to the homeowners in the area. e) The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. Finding: The site is located within the Municipal Urban Service Area. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. f) Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: Based upon traffic studies conducted by the applicant's traffic engineer, traffic generation by the proposed use is within capabilities of streets serving the property. The developer is requesting final plat approval to subdivide 6.15 acres into one lot and one outlot — Crossroads of Chanhassen 2nd Addition. Lot 1 is proposed to house a daycare center, and the outlot will contain a wetland and a storm pond. Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 16 of 35 Z -/ / Lot 1 --' % Outlot A I I Lot 2 Exhibit Exhibit B Exhibit C On April 28, 2008, the City Council granted final plat approval of Planning Case #08-01 for Crossroads of Chanhassen for three lots and one outlot as depicted in Exhibit A. On July 14, 2008, the Chanhassen City Council granted final plat approval of Planning Case #08-01 for Crossroads of Chanhassen 2"d Addition for two lots and one outlot, as depicted in Exhibit B. This plat was never recorded and holds no legal standing. The applicant is requesting a replat of Outlot A, Crossroads of Chanhassen, into one lot and one outlot as shown in Exhibit C. The applicant is requesting preliminary plat approval to replat 6.15 acres into one lot and one outlot. The site is zoned Planned Unit Development -Mixed Use and is located at the northwest intersection of Crossroads Boulevard and Lyman Boulevard. Lot 1 is proposed to house a daycare building, and the outlot will contain a wetland and a storm pond. The ordinance states, "All lots shall abut for their full required minimum frontage on a public street as required by the zoning ordinance; or be accessed by a private street; or a flag lot which shall have a minimum of thirty feet of frontage on a public street." The lot has street frontage. Access to the lot is gained from a curb cut off of Crossroads Boulevard. The subdivision request is a relatively straightforward action and staff is recommending approval with conditions. There are no minimum lot areas within a PUD. The following are the lot tabulations for the project: Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 17 of 35 Lot 1, Block 1 1.76 acres Outlot A 4.39 acres Total Site 6.15 acres Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. SUBDIVISION FINDINGS 1. The proposed subdivision is consistent with the zoning ordinance. Findine: The subdivision meets the intent of the city code subject to the conditions of the staff report and the PUD. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city s comprehensive plan; Findine: The proposed subdivision is consistent with applicable plans. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; Fes: The proposed site is suitable for development subject to the conditions specified in this report. 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Finding: The proposed subdivision will be served by adequate urban infrastructure. 5. The proposed subdivision will not cause environmental damage; F : The proposed subdivision will not cause environmental damage subject to conditions of approval. 6. The proposed subdivision will not conflict with easements of record. Findine: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. 7. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate storm water drainage. Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 18 of 35 b. Lack of adequate roads. a Lack of adequate sanitary sewer systems. d. Lack of adequate off-site public improvements or support systems. Findine: The proposed subdivision is provided with adequate urban infrastructure. GRADING AND DRAINAGE The 6.15 -acre site is located south of Highway 212 and northwest of the intersection of Crossroads Boulevard and Lyman Boulevard. This site consists of a wetland on the west side with pasture -type vegetation on the east. Grading for this project was completed in 2008 with the Crossroads of Chanhassen subdivision. Old Highway 101 was the only structure on this site but it was removed with the construction of Highway 212. The utilities that were present where the Old Highway 101 was located are still in place and will help to service this development. A pond was approved by the City and installed by the developer at the same time Crossroads of Chanhassen was graded. The pond was sized for the site which was submitted at that time. The developer has changed site plans and submitted stormwater calculations for the proposed site. These calculations must match or be less than the approved runoff rates from the Crossroads of Chanhassen subdivision. Revisions are needed to correlate the calculations to the submitted plans. A permit is required from the appropriate agency for any off-site grading. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. RETAINING WALLS The proposed retaining walls are as follows: Location Length Maximum Height a rox. (approx.) West side of the building and proposed parking lot. 1 290 feet 6 feet A retaining wall is proposed along the west side of the building/parking area. The wall is needed due to the difference in grades. A fence shall be added above the wall for safety in any location that there is four feet of vertical elevation change. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 19 of 35 UTILITIES Sewer and water was stubbed to the property with the construction of Crossroads of Chanhassen. At the time, two sewer and water services were provided because two buildings were proposed. Since only one service will be utilized, the additional sanitary service shall be sealed at the mainline to prevent infiltration of clear water. Trunk storm sewer runs through the proposed site. This line must be publicly owned and maintained. A 35 -foot drainage and utility easement is provided on the plat to ensure future access to this utility. The proposed storm sewer, drain tile, and service connections within the property are private and must be maintained by the owner. Each new building is subject to sanitary sewer and water hookup charges. The 2012 trunk hookup charge is $2,107 per unit for sanitary sewer and $5,717 per unit for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. Prior assessments for sewer and water were paid by the State of Minnesota. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a site plan agreement with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will be required, including the MPCA, Carver County, and MnDOT. EASEMENTS A drainage and utility easement was platted over the storm sewer and wetland in Outlot A, Crossroads of Chanhassen. It was placed over the area which was not part of the lot of the approved site plan. The site plan has changed and a small area of the easement will need to be vacated to accommodate the new site plan. A 10 -foot drainage and utility easement has been provided along Lyman Boulevard and a 35 -foot drainage and utility easement has been provided along Crossroads Boulevard. The 35 -foot drainage and utility easement is for future access to an existing county storm line. The City sidewalk is located on the property of this proposed development. This sidewalk will need to be covered by an easement for access and maintenance by the City. Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 20 of 35 TRAFFIC At the time of development of Crossroads of Chanhassen, a traffic study was completed to determine the impact of this development. This study assumed that the development of the 2nd Addition would be retail. Shown below is a summary regarding trip generation for the entire development of Crossroads of Chanhassen and Crossroads of Chanhassen 2nd Addition. TRIPS FOR THE DEVELOPMENT 13,400 SF Retail + Crossroads 1't Addition 12,000 SF Primrose + Crossroads 1" Addition Difference AM Peak = 306 Tris AM = 430 Tris 124 Trip Increase PM Peak = 839 Tris PM = 889 Tris 50 Trip Increase Daily = 7172 Tris Daily = 6941 Tris 231 Trip Decrease •Assumes first addition develops according to plan. Trips based on the 6 Edition Trip Generation Manual and traffic study by Westwood Professional Services 2008 traffic study. Another fording in the traffic study suggests the CSAH 18/Crossroads Boulevard intersection will operate acceptably well into the future; however, the developer should be aware that the intersection does not meet the county's access spacing. If traffic volumes grow significantly on CSAH 18, a traffic signal will be an unlikely solution for solving backups at the intersection. The county would likely convert the intersection to a three-quarter or right-in/right-out by blocking some of the turning and/or through movements. EROSION CONTROL Due to the disturbance exceeding 1.0 acres in area, an NPDES Construction permit will be required. As part of this requirement, a Storm Water Pollution Prevention Plan (SWPPP) must be prepared. This SWPPP must be submitted to the City of Chanhassen for review and comment. Silt fence shall be standard machine sliced or heavy duty per Section 3886 of MnDOT Standards and Specification Manual for Construction in all areas with a positive gradient towards waters of the state. Chanhassen standard detail plates shall be included in the construction details of the plan set. These will include, at a minimum, Plate Nos. 3107, 5300, 5301, 5302 and 5302A. Sheet C5.01 B shall include the specifics of stabilization for the disturbed areas adjacent to the pond including the pipe, inlet, outlet and ingress and egress. MnDOT seed mixes 100 or 110 are unacceptable as permanent cover crops and must be changed to a seed mix more appropriate to duration and site conditions. Further, MnDOT and BWSR have compiled new seed mixtures and these shall be consulted. STORMWATER AND DRAINAGE The X -Grass areas are considered impervious and should be calculated as such. The table on Sheet No. C5.01 B shall be revised to indicate this. The line item POST -CONSTRUCTION Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 21 of 35 IMPERVIOUS shall read 1.28 ACf. This is the number that shall be used to calculate total hardcover on the entire Crossroads of Chanhassen PUD development. Storm water connection fees will be collected with the final plat. The fees are calculated based upon an area of 1.76 acres as indicated in the Site Plan. Water quality fees were calculated to be 1.76 acres multiplied by $19,730.00/acre. This is equal to $34,724.80. Water quantity fees were calculated to be 1.76 acres multiplied by $7,650.00/acre. This is equal to $13,464.00. A credit is applied to the water quality fee based upon the total acreage treated to NURP recommendations and any skimmer type structures installed. As the entire lot is to be treated in the NURP basin north of the site the credit is 1.76 acres multiplied by one-half of the Water Quality fee, or 1.76 acres multiplied by $9,865.00/acre. This is a credit of $17,362.40. Based upon these calculations, $30,826.40 is due at the time the final plat is recorded. LAKES AND WETLANDS The property does not lie within a Shoreland Overlay District. No wetlands are located on this parcel and all setbacks from wetlands on adjoining properties have been met. MISCELLANEOUS Encroachment agreements are needed for any structure located in the drainage and utility easements. This includes but is not limited to the entrance monument, light poles, playground equipment, artificial turf, and fence located in drainage and utility easements. Upon completion, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer. Collector and Arterial Roadway Traffic Impact Zone fees will be collected with the final plat. This fee is for areas within the city where new developments will impact major roadway systems that the City has identified for improvements. The fee will be based on the commercial rate of $3,600 per acre. All outstanding assessments must be paid prior to final plat. The remaining Trunk Highway 101/Lyman Boulevard assessments are approximately $3,004. These assessments must be paid prior to final plat. All of the maintenance for landscaping and irrigation within the City right-of-way must be maintained by the developer. The applicant shall work with staff on minor plan modifications. Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 22 of 35 LANDSCAPING Minimum requirements for landscaping include 1,730 sq. ft. of landscaped area around the parking lot, 3 landscape islands or peninsulas, 6 trees for the parking lot, and bufferyard plantings along the property lines. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table: Required Pro osed Vehicular use landscape area 1,730 sq. ft. >1,730 sq. ft. Trees/parking lot 6 trees 7 trees Islands or peninsulas/ arking lot 3 islands/peninsulas 3 islands/peninsulas Applicant meets minimum requirements for trees and landscaping in the parking lot area. Bufferyard requirements: The applicant meets minimum requirements for buffer plantings. All existing boulevard trees along the east property line must be protected during construction or replaced after construction. They shall be incorporated into the landscape plan. Due to existing soil conditions that are mostly clay with an alkaline tendency, staff recommends that the red maple selection be changed to a sugar or freeman maple variety in order to insure long-term survivability. PARKS The plans show sidewalks that connect to City trails throughout the site. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. Required plantings Proposed plantings Bufferyard A — north prop. Line, 150' 1 Overstory trees 2 Overstory trees 1 Understory trees 0 Understory trees 3 Shrubs 3 Shrubs Bufferyard B — south prop. Line, 170' 1 Overstory trees 4 Overstory trees 3 Understory trees 0 Understory trees 6 Shrubs 8 Shrubs Bufferyard B — east prop. Line, 360' 3 Overstory trees 5 Overstory trees 7 Understory trees 3 Understory trees 14 Shrubs >14 Shrubs + 4 existing blvd trees Bufferyard A — west prop. Line, 400' 0 Overstory trees 5 Overstory trees 4 Understory trees 0 Understory trees 4 Shrubs 6 Shrubs The applicant meets minimum requirements for buffer plantings. All existing boulevard trees along the east property line must be protected during construction or replaced after construction. They shall be incorporated into the landscape plan. Due to existing soil conditions that are mostly clay with an alkaline tendency, staff recommends that the red maple selection be changed to a sugar or freeman maple variety in order to insure long-term survivability. PARKS The plans show sidewalks that connect to City trails throughout the site. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. Primrose School of Chanhassen Planning Case I2-02 March 6, 2012 Page 23 of 35 Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. Lot 1, Block 1, Crossroads of Chanhassen 2nd Addition is subject to the payment of $22,000 in park dedication fees (1.76 acres X $12,500 per acre). Outlot A, the wetland/stormwater pond site is exempt from the payment of park dedication fees RECOMMENDATION Staff recommends adoption of the following three motions: 1. Planned Unit Development Amendment —Pages 23-31. 2. Subdivision —Pages 31-32. 3. Site Plan — Pages 32-35. I. PLANNED UNIT DEVELOPMENT AMENDMENT "The Planning Commission recommends the City Council approve the Planned Unit Development amendment in the attached ordinance for Chanhassen Gateway clarifying building size as shown below (amendments are shown in bold), and including the attached Findings of Fact and Recommendation: CHANHASSEN GATEWAY PUD DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a MDG;D USE PUD including a Neighborhood Commercial, office and Residential. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive development. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. The Neighborhood Business District regulations shall apply to Lots 1-3, Block 1 and Outlot A, Crossroads of Chanhassen, except as modified by this ordinance. The R-16 District regulations shall apply to Outlot C, except as modified by this ordinance. Exhibit A, as revised herein to reflect the changes to the commercial portion, reflects the site layout and buildings as referenced herein. Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 24 of 35 b. Permitted Uses • The permitted uses in this zone should be limited to appropriate commercial and service uses consistent with meeting the daily needs of the neighborhood. The uses shall be limited to those as defined herein. If there is a question as to whether or not a use meets the definition, the Community Development Director shall make that interpretation. The type of uses to be provided on these lots shall be low intensity neighborhood oriented retail and service establishments to meet daily needs of residents. Commercial and office uses shall be limited to the area located south of Highway 212. Residential uses shall be located north of Highway 212 and along the western portion of the southern half. • Small to medium-sized restaurant -not to exceed 8,000 square feet per building (no drive-thru windows except drive-thru windows are allowed for tenants whose primary use is the sale of coffee. The drive-thru lane shall be screened and the exterior wall of the drive-thru shall contain the same level of architectural detail as any other elevation visible by the public. • Banks with a drive-in service window • Office • Day care • Neighborhood scale commercial up to 8,000 square feet per tenant with the exception Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 25 of 35 of building 4C. A tenant may occupy up to 10,000 square feet of said building and building 4G for a daycare to occupy 12,000 square feet. No individual service component of a retail building shall occupy more than 8,000 square feet of a building. 0 • Convenience store with or without gas pumps and car wash. • Specialty retail (Book Store, Jewelry, Sporting Goods Sale/Rental, Retail Sales, Retail Shops, Apparel Sales, etc.) • Personal Services (an establishment or place of business primarily engaged in providing individual services generally related to personal needs, such as a Tailor Shop, Shoe Repair, Self -Service Laundry, Laundry Pick-up Station, Dry Cleaning, Dance Studios, etc). • Residential High Density (8-16 units per net acre). The total number of units for the entire site may not exceed 150 units. c. Building Area • Commercial/Office — Not to exceed 75,000 square feet for the entire development • Maximum Commercial/Office lot usage is a Floor Area Ratio of 0.3 • Maximum office/commercial building area per tenant may not exceed 8,000 square feet • Maximum residential units may not exceed 150 units. d. Prohibited Ancillary Uses Drive-thru Windows except banks, coffee shops or pharmacies. Outdoor storage and display of merchandise such as propane, salt, window washer fluid, etc. except on the sidewalk surrounding the convenience store 4A. The outdoor display of merchandise shall not impede nor interfere with pedestrian traffic. e. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Boundary Building/ Parking Setbacks feet Lyman Boulevard 20/20 Highway 101 North of Highway 312 50/50 Highway 101 South of Highway 312 20/20 Highway 312 50/50 Northerly Project Property Line 50/20 Westerly Project Property Line 50/20 Internal Project property lines 0/0 Internal Right -of -Way Crossroads Boulevard 20/20 Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 26 of 35 Boundary Building/ Parking Setbacks feet Hard Surface Coverage -Residential 50% Commercial and Office Hard Surface Coverage 70% Maximum Commercial (Retail) Building/Structure Height 1 story Maximum Office Building/Structure Height 2 stories Maximum Residential Building/Structure Height 35 or 3 stories, whichever is less E Non -Residential Building Materials and Design There shall not be underdeveloped backsides of buildings. All elevations shall receive nearly equal treatment and visual qualities. Buildings and site design shall comply with design standards outlined in Article XXIII. General Supplemental Regulations, Division 7 of the Zoning Ordinance. g. Residential Standards Buildings and site design shall comply with design standards outlined in Article XXIH. General Supplemental Regulations, Division 9 of the Zoning Ordinance. 1. All units shall have access onto an interior private street. 2. A design palette shall be approved for the entire project. The palette shall include colors for siding, shakes, shutters, shingles, brick, stone, etc. 3. All foundation walls shall be screened by landscaping or retaining walls. h. Site Landscaping and Screening The intent of this section is to improve the appearance of vehicular use areas and property abutting public rights-of-way; to require buffering between different land uses; and to protect, preserve and promote the aesthetic appeal, character and value of the surrounding neighborhoods; to promote public health and safety through the reduction of noise pollution, air pollution, visual pollution and glare. I. The landscaping standards shall provide for screening for visual impacts associated with a given use, including but not limited to, truck loading areas, trash storage, parking lots, Large unadorned building massing, etc. 2. Each lot for development shall submit a separate landscaping plan as a part of the site plan review process. Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 27 of 35 3. All open spaces and non -parking lot surfaces, except for plaza areas, shall be landscaped, rockscaped, or covered with plantings and/or lawn material. Tree wells shall be included in pedestrian areas and plazas. 4. Undulating berms, north of Lyman Boulevard, north and south of Highway 312 and west of Highway 101 shall be sodded or seeded at the conclusion of grading and utility construction. The required buffer landscaping may be installed where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 5. Loading areas shall be screened from public right-of-ways. Wing walls may be required where deemed appropriate. 6. Native species shall be incorporated into site landscaping, whenever possible. Street Furnishings Benches, kiosks, trash receptacles, planters and other street furnishings should be of design and materials consistent with the character of the area. Wherever possible, street furnishings should be consolidated to avoid visual clutter and facilitate pedestrian movement. j. Signage The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment and the business's ability to attract sources of economic development and growth, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: a. Establish standards which permit businesses a reasonable and equitable opportunity to advertise their name and service; b. Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; c. Ensure that signs do not create safety hazards; d. Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 28 of 35 e. Preserve and protect property values; f. Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; g. Limit temporary commercial signs and advertising displays which provide an opportunity for grand opening and occasional sales events while restricting signs which create continuous visual clutter and hazards at public right-of-way intersections. j.1. Project Identification Sign One project identification sign for the commercial portion of the development located at the entrance off of Highway 101. Project identification signs shall not exceed 80 square feet in sign display area nor be greater than eight feet in height. The sign shall be setback a minimum of 10 feet from the property line. As an alternative, the project identification sign may be located at the southeast comer of Lot 2, Block 1. If the sign is located in the right-of-way, an encroachment agreement must be obtained. Otherwise, the sign must maintain a 10 foot setback from property lines and may not exceed 24 square feet nor be higher than 5 feet. j.2. Monument Sign One monument sign shall be permitted at the entrance to the development off of Lake Susan Drive. One monument sign per lot shall be permitted for the commercial portion of the site. One multi -tenant sign shall be permitted at the entrance into the development off of Highway 101 and two signs off of Lyman Boulevard. These signs shall not exceed 24 square feet in sign display area nor be greater than 5 feet in height except Kwik Trip, located on Lot 1, Block 1, shall be permitted a 48 square -foot, 8 -foot high monument sign. These signs must comply with all ordinances pertaining to size and percent of sign area dedicated to gas prices as well as any other applicable regulations. These signs shall be set back a minimum of 10 feet from the property line. j.3. Wall Signs a. The location of letters and logos shall be restricted to the approved building sign bands, the tops of which shall not extend above parapet height. The letters and logos shall be restricted to a maximum of 30 inches in height. All individual letters and logos comprising each sign shall be constructed of wood, metal, or translucent facing. In. Second story illuminated signs that can be viewed from neighborhoods outside the PUD site, are prohibited. Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 29 of 35 c. Tenant signage shall consist of store identification only. Copy is restricted to the tenant's proper name and major product or service offered. Corporate logos, emblems and similar identifying devices are permitted provided they are confined within the signage band and do not occupy more than 15% of the sign area unless the logo is the sign. d. Wall signs are limited to two elevations per building. j.4. Festive F1aesBanners a. Flags and banners shall be permitted on approved standards attached to the building facade and on standards attached to pedestrian area lighting. b. Flags and banners shall be constructed of fabric or vinyl. c. Banners shall not contain advertising for individual users, businesses, services, or products. d. Flags and banners shall project from buildings a maximum of two feet. e. Flags and banners shall have a maximum area of 10 square feet. f. Flags and banners which are torn or excessively worn shall be removed at the request of the city. j.5. Buildinff Directory a. In multi -tenant buildings, one building directory sign may be permitted. The directory sign shall not exceed eight square feet. j.6 Directional Siffns a. On -premises signs shall not be larger than four (4) square feet. The maximum height of the sign shall not exceed five (5) feet from the ground. The placement of directional signs on the property shall be so located such that the sign does not adversely affect adjacent properties (including site lines or confusion of adjoining ingress or egress) or the general appearance of the site from public rights-of-way. No more than four (4) signs shall be allowed per lot. The city council may allow additional signs in situations where access is confusing or traffic safety could be jeopardized. b. Off -premises signs shall be allowed only in situations where access is confusing and traffic safety could be jeopardized or traffic could be inappropriately routed through residential streets. The size of the sign shall be no larger than what is needed to effectively view the sign from the roadway and shall be approved by the city council. Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 30 of 35 c. Bench signs are prohibited except at transit stops as authorized by the local transit authority. d. Signs and Graphics. Wherever possible, traffic control, directional and other public signs should be consolidated and grouped with other street fixtures and furnishings to reduce visual clutter and to facilitate vehicular and pedestrian movement. A system of directional signs should also be established to direct traffic within the commercial area and away from residential areas. j.7. Prohibited Signs • Pylon signs are prohibited. • Back lit awnings are prohibited. • Window Signs are prohibited except for company logo/symbol and not the name. Such logo shall not exceed 10% of a window area • Menu Signs are prohibited. j.8. Sign Design and Permit Requirements a. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. b. All signs require a separate sign permit. c. Wall business signs shall comply with the city's sign ordinance for the Neighborhood business district for determination of maximum sign area. Wall signs may be permitted on the "street" front and primary parking lot front of each building. k. Lighting 1. Lighting for the interior of the development shall be consistent throughout the development. High pressure sodium vapor lamps or LED with decorative natural colored pole shall be used throughout the development parking lot area for lighting. Decorative, pedestrian scale lighting shall be used in plaza and sidewalk areas and may be used in parking lot areas. Parking lot light poles may not exceed 25 feet in height. 2. Light fixtures in areas other than parking lots should be kept to a pedestrian scale (12 to 18 feet). Street light fixtures should accommodate vertical banners for use in identifying the commercial area. Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 31 of 35 3. All light fixtures shall be shielded. Light level for site lighting shall be no more than % foot candle at the project perimeter property line. This does not apply to street lighting. 4. Lighting for parking areas shall minimize the use of lights on pole standards in the parking area. Rather, emphasis should be placed on building lights and poles located in close proximity to buildings. 1. Non -Residential Parking 1. Parking shall be provided based on the shared use of parking areas whenever possible. Cross access easements and the joint use of parking facilities shall be protected by a recorded instrument acceptable to the city. 2. The development shall be treated as an integrated shopping center and provide a minimum of one space per 200 square feet of commercial/retail area. The office/personal service component shall be treated as an integrated office building and provide 4.5 space per 1,000 square feet for the fust 49,999 square feet, four per thousand square feet for the second 50,000 square feet, and 3.5 per thousand square feet thereafter. M. Residential Parking shall comply with city code requirements." 2. "The Planning Commission recommends the City Council approve the preliminary plat for Planning Case 12-02 for Crossroads of Chanhassen 2nd Addition as shown in plans dated received February 3, 2012, and including the attached Findings of Fact and Recommendation, subject to the following conditions: 1. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. 2. Collector and Arterial Roadway Traffic Impact Zone fees will be collected with the final plat. The fee will be based on the commercial rate of $3,600 per acre. Total due will be $3,600/acre x 1.76 acres = $6,336.00. 3. All outstanding assessments must be paid prior to final plat. Remaining Trunk Highway 101/Lyman Boulevard assessments are approximately $3,004. 4. Storm water connection fees will be collected with the final plat. The fees are calculated based upon an area of 1.76 acres as indicated in the Site Plan. Water quality fees were calculated to be 1.76 acres multiplied by $19,730.00/acre. This is equal to $34,724.80. Water quantity fees were calculated to be 1.76 acres multiplied by $7,650.00/acre. This is equal to $13,464.00. A credit is applied to the water quality fee based upon the total acreage Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 32 of 35 treated to NURP recommendations and any skimmer type structures installed. As the entire lot is to be treated in the NURP basin north of the site the credit is 1.76 acres multiplied by one-half of the Water Quality fee, or 1.76 acres multiplied by $9,865.00/acre. This is a credit of $17,362.40. Based upon these calculations, $30,826.40 is due at the time the final plat is recorded. 5. The City sidewalk is located on the property of this proposed development. This sidewalk will need to be covered by an easement for access and maintenance by the City. 6. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a site plan agreement with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will be required, including the MPCA, Carver County, and MnDOT. 7. The proposed storm sewer, draintile, and service connections within the property are private and must be maintained by the owner. 8. Revise the storm water calculations/plans so that they correlate. Runoff rates must be less than or equal to the rates approved with the Crossroads of Chanhassen subdivision. Provide explanation of volume calculations of ponding in turf area. Show size of areas on drainage maps." 3. SITE PLAN APPROVAL "The Planning Commission recommends the City Council approve the site plan consisting of a 12,000 square -foot daycare (Building 4G), Planning Case 12-02 for Primrose School of Chanhassen as shown in plans dated received February 3, 2012, and including the attached Findings of Fact and Recommendation, subject to the following conditions: All existing boulevard trees along the east property line must be protected during construction or replaced after construction. They shalt be incorporated into the landscape plan. 2. Due to existing soil conditions that are mostly clay with an alkaline tendency, staff recommends that the red maple selection be changed to a sugar or freeman maple variety in order to insure long-term survivability. 3. Revise the storm water calculations/plans so that they correlate. Runoff rates must be less than or equal to the rates approved with the Crossroads of Chanhassen subdivision. Provide explanation of volume calculations of ponding in turf area Show size of areas on drainage maps. Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 33 of 35 4. A permit is required from the appropriate agency for any offsite grading. Currently the plans show grading in the county right of way which would require a permit from Carver County. 5. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 6. A fence shall be installed above the proposed retaining wall in any area where the vertical separation exceeds 4' in height. 7. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 8. The additional sanitary sewer service which is not being utilized must be sealed at the mainline. 9. The proposed storm sewer, draintile, and service connections within the property are private and must be maintained by the owner. 10. Each new building is subject to sanitary sewer and water hookup charges. The 2012 trunk hookup charge is $2,107 for sanitary sewer and $5,717 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 11. A Stormwater Pollution Prevention Plan must be submitted to the City for review and approval. 12. Silt fence shall be standard machine sliced or heavy duty per Section 3886 of MnDOT Standards and Specification Manual for Construction in all areas with a positive gradient towards waters of the state. Chanhassen standard detail plates shall be included in the construction details of the plan set. These will include, at a minimum, Plate No. 3107, 5300, 5301, 5302 and 5302A. 13. Sheet C5.01 B shall include the specifics of stabilization for the disturbed areas adjacent to the pond including the pipe, inlet, outlet and ingress and egress. MnDOT seed mix 100 or 110 are unacceptable as permanent cover crops and must be changed to a seed mix more appropriate to duration and site conditions. Further, MnDOT and BWSR have compiled new seed mixtures and these shall be consulted. 14. The X -Grass areas are considered impervious and should be calculated as such. The table on Sheet No. C5.01 B shall be revised to indicate this. The line item POST -CONSTRUCTION IMPERVIOUS shall read 1.28 ACf. This is the number that shall be used to calculate total hardcover on the entire Crossroads of Chanhassen PUD development. Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 34 of 35 15. Encroachment agreements are needed for any structure located in the drainage and utility easements. This includes but is not limited to the entrance monument, light poles, playground equipment, artificial turf, and fence, located in drainage and utility easements. 16. Upon completion, the applicant shall submit a set of "as -built" plans signed by a professional engineer. 17. All of the maintenance for landscaping, and irrigation within the City right of way must be maintained by the developer. 18. The applicant shall work with staff on minor plan modifications. 19. A wetland buffer 16.5 feet in width and a 30 -foot setback from the wetland buffer must be maintained around Wetland 1. Secondary structures are allowed to encroach up to 50% of the setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 20. Fire Marshal Conditions: a. " No parking, fire lane" signs will be required along with yellow painted curbing. Contact Chanhassen Fire Marshal for details. 21. Building Official Conditions: a. The building(s) are required to have automatic fire extinguishing systems. b. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. d. Fenced "play" areas must be provided with approved exiting systems. e. Detailed occupancy and accessibility related requirements will be addressed when complete building plans are submitted. f. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 22. All rooftop and ground equipment must be screened from views. 23. Approval of the site plan applications is contingent upon approval of the final plat and the PUD amendment — Planning Case 2012-01. Primrose School of Chanhassen Planning Case 12-02 March 6, 2012 Page 35 of 35 24. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall he located 10 feet from the property line. 25. Sign illumination and design shall comply with ordinance. 26. Approval of the site plan is contingent upon vacation of drainage and utility easement. 27. The fence may not exceed six and one-half feet in height. 28. The exterior material for the trash enclosure must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. 29. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or manmade systems that discharge to a surface water." 1. Findings of Fact. 2. Ordinance Amendment. 3. Application. 4. Reduced Copy of Plans dated "Received February 3, 2012". 5. Public Hearing Notice and Affidavit of Mailing. gAp1an\2012 planning cases12012-02 primrose schooNtalr repon.doc 12- 02 Jul 2 00 M N F IN M T F 11 3 4 'T, 3 4 5•6 T, 7"8"'9'10'11'11 T..4..5...6...7"'6'"9 9 10 '11 '12 '13'11 1 5 13 14 15 16 '17'18' 19 10 11 12'13"14'15' 16 16'17 18 19 20 D iD 16'21"'12"23' W4 2s Zt$ 13'24 '1526'27'2-629 it 29'30 ..ji .....k Securities Istat Dail S P Category Description 7/1/2015 7/1/2015 0 LC #7295 5,25'13 (automatically TMCWS for succmiveone-yearterms) Primrose School of Chanhassen Site Plan 2012-02 Lot 1, Block 1, Crossroads of Chanhassen 2nd Addition $58,008.75 (grading, erosion control, landscaping, storm water, sanitary, etc.) Notify Slitanneen A]-JafF/Joe Shanala 6f6/13 -Notified Sbarmetra. Kim 7/1/13 -Notified Shimancen. Kim 7/3/13 - Per Sharram check status 6/1/14. Kim 6/2/14-NotifiedSharrom. Kim 626/14 - Per Jill inspected in 2013. Dead trees noted -still not replaced. KM 8/1/14- Notified Shanneen/Jill. Kim 9/18/14 - Notified Jill. Per Jill dead/dying trees still on site. Continue to hold LC. Check status 7/1/15. Kim 9/10/15 -Notified Jill. Kim 1011115 - Shantracto called bank check status of silt fence removal before releasing I.C. Kim 11/6/15 - Per Shammoen ok to release letter of credit. letter of7credit returned to bank. Activity closed. Kim ............................................................................................................................................................................................................................ ........................................................................................................................................................................................................................... ............................. " ***"**'* ........................................................... *"*"*'* .... ...................... ...... . .... . .. wumi5d=ft �P-Pd.* Paget 7700 Markel Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.2271110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park A Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.2271400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.2271110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.2271125 Fax: 952.227.1110 Website www.ci.chanhassen.mn.us November 6, 2015 Scott A. Elleraas Vice President First Minnetonka City Bank 14550 Excelsior Blvd. Minnetonka, MN 55345 Re: Primrose School of Chanhassen/MEP2, LLC Letter of Credit No. 7295 Site Plan Agreement 2012-02 Dear Mr. Elleraas: The above -referenced project has been completed in general conformance with the approved site plan agreement. Enclosed please find your original letter of credit. We are now closing our files on this project. Sincerely, CITY OF CHANHASSEN Sharmeen Al-Jaff Senior Planner SAJ:ktm Enclosure: Letter of Credit No. 7295 c: Benjamin Adams, MEP2, LLC 9:\P1an\2012 Planning cases\2012-02 Prinnme schooNc release letta 11-06-2015.docx SCANNEC Chanhassen is a Community for Life . Providing for Today and Planning for Tomorrow ............ IRREVOCABLE LETTER OF CREDIT FIRST MINNETONKA GLEN LAKE CITY BANK 14SSO Excelsior Blvd. Minnetonka, MN SS345 No. 7295 952.935.8663 fax 952.935.4957 Date: May 25, 2012 TO: City of Chanhassen COUNTRY VILLAGE 7700 Market Boulevard, Box 147 6500 Highway 7 Chanhassen, Minnesota 55317 Minnetonka. MN 55305 952.935.5995 Dear Sir or Madam: fax 952.935.1611 We hereby issue, for the account of MEP2, LLC and in your favor, our Irrevocable Letter of Credit in the amount of $58,008.75 available to you by your draft drawn on sight on the www.fmcbank.com undersigned bank The draft must: a) Bear the clause, "Drawn under Letter of Credit No. 7295, dated May 25, 2012 of First Minnetonka City Bank"; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at 14550 Excelsior Blvd, Minnetonka, MN 55345, on or before 4:00 p.m. on May 25, 2013. 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 May 25_ 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 drew 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' - W0%W* 0%~ Scott A. Elleaas *M.*W.%.wv Its Vice President SCANNED Membu FDIC Status Report Wednesday, July 01, 2015 Plan Jul 2000 Au ust 20 0 tember 2000 M T W T F M T W T F M T W T F 1 1 2 3 4 5 1 2..3..4._5_8......8 B..f.. 8...9 ..10 1112 .3..4._5...0...._3..§. 9 10 11 12 � 3 1415 191415'161] 113 0 f5 11 12 13 14 15 1§ 161]1319202122 2021 2227242511(1 11131020212223 252425262 2829 212a"293U3i 2425261] 282936 Securities Istprt Due s P category Description 7/1/2015 7/1/2015 0 LC #7295 5/25/13 (automatically renews for successive one-year terns) Primrose School of Chanhassen Site Plan 2012-02 Lot 1, Block 1, Crossroads of Chanhassen 2nd Addition $58,008.75 (grading, erosion control, landscaping, storm water, sanitary, etc.) Notify Sharmeen Al-JaIT/Joe Shamla 6/6/13 - Notified Sharmecn. Kim 7/1/13 - Notified Shanneen. Kim 7/3/13 - Per Sharmeen check status 61114. Kim 6/2/14- Notified Sharmeen. Kim 6/26/14 - Per Jill inspected in 2013. Dead trees noted -still not replaced. KM 8/1/14- Notified Shanneen/Jill. Kim 9/18/14 - Notified Jill. Per Jill dead/dying trees still on site, Continue to hold LC. Cbeck status 7/1/15. Kim 9/10/15- Notified Jill. Kim 10/l/15 - Sharmeen called bank check status of silt fence removal before releasing L.C. Kim 11/6/15/ - Per Sharmeen ok to release letter of credit. Letter of credit returned to bank. Activity closed. Kim ------------------------------------------------ ......__..__-__._______________-_._____........._..._............................................... .._..................................... 0 Ldiu DevNcpnBnt CM, Ivwxn5 Y 1'O$ m 5=5 P=P, Pq t -Status Report Wednesday, July 01, 2015 Plan M 2000 ust 2000 [ember 2000 T F M T W T F M T W T F1 2 3 4 5 1.. 6...7...86...,_8...9..1011.1'1 .3 ..4.. S..s..�...e_..2 i314f5 i3 14 ie i6 i7 i6 1$ i0 ii i2 13 a i6 f619202i 2§ fd�2i. 222124*25*26 iY 'ie'1929212228 27 262$ 2Y n.a 3d 31 24 25 18 27 28 2976................ ............................. ............................. Securities [start Due s P Category Description 7/1/2015 7/12015 O LC #7295 5/25/13 (automatically renews for successive one-year terms) Primrose School of Chanhassen Site Plan 2012-02 Lot 1, Block 1, Crossroads of Chanhassen 2nd Addition $58,008.75 (grading, erosion control, landscaping, storm water, sanitary, etc_) Notify Sharmeen AI-Jaff/Joe Shamla 6/6/13 - Notified Sharmeen. Kim 7/1/13 - Notified Shanneen. Kim 7/3/13 - Per Sharmeen check status 6/1/14. Kim ` \•� 6/2/14- Notified Sharmeen. Kim JJJ 626/14 - Per Jill inspected in 2013. Dead trees noted -still not replaced. KM 8/l/14 -Notified Sharmeen/Jill Kim . 9/18/14 - Notified Jill. Per Jill dead/dying trees still on site. Continue to hold LC. Check status 7/1/15. ^ Kim �lV/, ........................................................................................................................................................................................................................... 9/10/15 -Notified Jill. Kim (MOT, .............................................................................................................................................................................. .............................................................................................................................................................................. _.. __ IQnW15tle42M1 9SNus PoP" _ __.. _. _.. _. .rept AI-Jaff, Sharmeen From: AI-Jaff, Sharmeen Sent: Tuesday, September 15, 2015 2:43 PM To: 'Scott Elleraas'; Smith, Stephanie Cc: Benjamin Adams Subject: RE: Primrose School of Chanhassen/ MEP2, LLC Good afternoon Scott and Ben, I site visit indicated that all the work has been completed with the exception of removing the silt fence along the western portion of the site. Please let me know as soon as this is completed and I will release the Letter of Credit promptly. Sincerely, Sharmeen AWaff Senior Planner 952.227.1134 From: Scott Elleraas [mailto:selleraas@fmcbank.com] Sent: Monday, September 14, 2015 1:29 PM To: Smith, Stephanie; AI-Jaff, Sharmeen Cc: Benjamin Adams Subject: RE: Primrose School of Chanhassen/ MEP2, LLC Hi Sharmeen, Can you give me an updated as to the release of the letter of credit being held by the city of Chanhassen for The Primrose School of Chanhassen/MEP2,LLC? My understanding is that all of the outstanding items have been cleared by the city. Thank you, Scott Scott A. EUeroos Vice President First Minnetonka City Bank 14550 Excelsior Blvd. Minnetonka, MN 55345 952-465-0301 (direct) 952-935-8663 (main) 952-484-2635 (cell) [IRS1 ,MINNUONKA CITY BANK From: Smith, Stephanie rmailto:sbsmith(aci.chanhassen.mn.us] Sent: Thursday, August 20, 2015 1:49 PM To: AI-Jaff, Sharmeen Cc: Scott Elleraas Subject: Fwd: Primrose School of Chanhassen/ MEP2, LLC Sharmeen, The engineering dept has everything we need for Primrose. Could you please follow up with Scott on the status of the LOC. Thank you, Stephanie Sent via the Samsung GALAXY S® 5, an AT&T 4G LTE smartphone -------- Original message -------- From: Scott Elleraas <selleraas@frncbank.com> Date: 08/20/2015 11:30 AM (GMT -06:00) To: "Smith, Stephanie" <sbsmith(@ci.chanhassen.mn.us> Cc: "Lenz, Steve" <SLenz c(�ci.chanhassen.mn.us>, Benjamin Adams <ben&sofedennrairie.com> Subject: RE: Primrose School of Chanhassen/ MEP2, LLC Good Morning Stephanie, Can you give me the status of the release of our Letter Credit No. 7295 dated May 25, 2012 for the above referenced account? Thank You, Scott Scott A. EUeraas Vice President First Minnetonka City Bank 14550 Excelsior Blvd. Minnetonka, MN 55345 952-465-0301 (direct) 952-935-8663 (main) 952-484-2635 (cell) 0 --- From:--- From: Smith, Stephanie rmailto:sbsmithCulci.chanhassen.mn.us] Sent: Monday, July 27, 2015 12:27 PM To: Scott Elleraas Cc: Lenz, Steve; Benjamin Adams Subject: RE: RE: Letter of Credit Scott, Our office has not yet received the application from Ben Adams. Thank you, Stephanie 0 -- Stephanie Smith, P.E. Project Engineer CITY OF CHANHASSEN sbsmith(Wrichanhassen.mm us P: 952-227-1165/ F: 952-227-1170 7700 Market Blvd, PO Box 147, Chanhassen, MN 55317 From: Scott Elleraas(mailto:selleraas(&,fmcbank.coml Sent: Monday, July 27, 2015 10:10 AM To: Smith, Stephanie Subject: RE: RE: Letter of Credit Good Morning Stephanie, I am following up to see if Ben Adams of the Primrose School of Chanhassen has submitted the application for Encroachment Easement from the city. He indicated to me that it was submitted. We are looking to get the letter of credit released and my understanding is this is the last item needed. Please advise. Sincerely, Scott S60tt A. ELLeYAAS Vice President First Minnetonka City Bank 14550 Excelsior Blvd. Minnetonka, MN 55345 952-465-0301 (direct) 952-935-8663 (main) 952-484-2635 (cell) 0 From: Smith, Stephanie[mailto:sbsmithCalci.chanhassen.mn.us] Sent: Tuesday, April 07, 2015 4:02 PM To: Scott Elleraas Cc: Benjamin Adams; Meuwissen, Kim; AI-]aff, Sharmeen; Generous, Bob Subject: RE: RE: Letter of Credit Mr. Elleraas, Per our phone conversation today: I looked through the recorded project documents and found that the D&U easement was granted as a part of the final plat, so we will require Primrose to obtain an encroachment agreement from the City rather than Carver County. Please have the attached application completed and sent in with along with the fee. Our attorney's office will draft the encroachment agreement for signature. Thank you, Stephanie x Stephanie Smith, P.E. Project Engineer CITY OF CHANHASSEN sbsmitlar ci.chaehassea.mn.us P: 952-227-1165/ F:952-227-1170 7700 Market Bhd, PO Boa 147, Chanhassen, DIN 55317 Meuwissen, Kim From: Generous, Bob Sent: Friday, April 03, 2015 10:16 AM To: Scott Elleraas Cc: Benjamin Adams; Meuwissen, Kim; Smith, Stephanie; AI-Jaff, Sharmeen Subject: RE: RE: Letter of Credit Mr. Elleraas, It is my understanding that we cannot release the letter of credit. They still need to remove their erosion control. They also need an encroachment agreement from Carver County for placement of playground equipment in the county right- of-way. If you need additional information before Sharmeen returns, please contact Stephanie Smith, ssmith@ci.chanhassen.mn.us or (952) 227-1165. Robert Generous, AICP Senior Planner 7700 Market Boulevard P.O.Box 147 Chanhassen, MN 55317 (952)227-1131 bgenerous@ci.chanhassen.mn.us Chanhassen is a Community for Life— Providing for Today and Planning for Tomorrow From: Scott Elleraas [mailto:selleraas@fmcbank.com] Sent: Thursday, April 02, 2015 4:23 PM To: Generous, Bob Cc: Benjamin Adams Subject: FW: RE: Letter of Credit Dear Mr. Generous, I have been attempting to find out the status on the release of the attached letter of credit in favor of the city of Chanhassen. I have requested the release of the letter from Sharmeen AI-Jaff on two occasions. I understand she is currently out of the office. I am hoping you can help me. Sincerely, Scott Elleraas ,Scott A. ELLevaas Vice President SCANNED First Minnetonka City Bank 14550 Excelsior Blvd. Minnetonka, MN 55345 952-465-0301 (direct) 952-935-8663 (main) 952-484-2635 (cell) �wr FIRST MINNETONKA CITY BANK From: Scott Elleraas Sent: Tuesday, March 31, 2015 2:58 PM To: 'AI-Jaff, Sharmeen' Cc: 'Benjamin Adams' Subject: RE: Letter of Credit Dear Sharmeen, Can you let me know the status of the attached letter of credit dated May 25, 2012 in favor of the city of Chanhassen. My understanding is that the owner (MEP2, LLC) has complied with all outstanding issues covered by this letter of credit. We would like the original letter returned to us at your earliest convenience. Your prompt attention to this matter is greatly appreciated. Regards, Scott Scott A. EUeraas Vice President First Minnetonka City Bank 14550 Excelsior Blvd. Minnetonka, MN 55345 952-465-0301 (direct) 952-935-8663 (main) 952-484-2635 (cell) SCANNED Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Pochlcr Soren M. Mattick John F. Kelly Henry A. Schaeffer, III Alina Schwartz Samuel]. Edmunds Marguerite M. McCarron 1380 Corporate Center Curve Suite 317 • Fagan, MN 55121 651-452-5000 Fas 651-451-5550 www.ck-law.com CAMPBELL KNUTSON Professional Association November 27, 2012 Ms. Sharmeen Al-Jaff City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 Re: Crossroads of Chanhassen 2nd Addition Dear Sharmeen: /'�_-6D- rp EL'Ed IVL® NOV 2 J 2012 CITY OF CHANHASSEN Enclosed herewith for your files are the following original documents which I recently received from Chicago Title Insurance Company relating to the closing for Crossroads of Chanhassen 2"d Addition: 1. Resolution 2012-19, recorded as Document No. A 555754; 2. Resolution 2012-20, recorded as Document No. A 555755; 3. Paper copy of Plat Map recorded as Document No. A 555756; ttWarranty Deed from Kraus -Anderson to the City for Outlot A, �O�gt1t t Crossroads of Chanhassen 2"d Addition, recorded as Document No. A 555757; 5. Site Plan Agreement 2012-02, recorded as Document No. A 555758; and Grant of Permanent Easement for Public Sidewalk/Trail Purposes, recorded as Document No. 555759. cjh Enclosure Very truly yours, CAMPBELL KNUTSON Professional Association Legal Assistant sco'00 Document No. OFFICE OF THE A 555754 COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee: $46.00 Receipt#: RA 2012000054 Certified Recorded on 5/29/2012 at 03:49 ❑ AM M 1111111111111111111 555759 CERTIFICATION STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) I, Karen J. Engelhardt, duly appointed and acting Deputy City Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution 2012-19 entitled, "Vacating Drainage & Utility Easements on Outlot A, Crossroads of Chanhassen Planning Case No. 12-02 adopted on March 26, 2012, with the original copies 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 29th day of March, 2012. SCANNED CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: March 26.2012 RESOLUTION NO: 2012-19 MOTION BY: Tiornhom SECONDED BY: Ernst A RESOLUTION VACATING DRAINAGE & UTILITY EASEMENTS ON OUTLOT A, CROSSROADS OF CHANHASSEN PLANNING CASE FILE NO. 12-02 WHEREAS, the City of Chanhassen is requesting to vacate the drainage and utility easement on Outlot A, Crossroads of Chanhassen; and WHEREAS, the existing easements were granted in 2008; and NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves vacating the drainage and utility easement on Outlot A, Crossroad of Chanhassen as defined on the attached vacation description. Passed and adopted by the Chanhassen City Council this 26s' day of March, 2012. ATTEST: o _ JW To dt, City Manager YES Furlong Ernst Laufenburger Tjomhom Thomas A. Furlong, Mayor 6— NO ABSENT McDonald EASEMENT VACATION DESCRIPTION That part of a Drainage and Utility Easement lying over, under and across that part of Outlot A, CROSSROADS OF CHANHASSEN, according to the recorded plat thereof, Carver County Minnesota, described as follows; Commencing at the southwest corner of said Outlot A; thence South 89 degrees 10 minutes 45 seconds East assumed bearing along the south line of said Outlot A, a distance of 593.54 feet to a easterly line of said Drainage and Utility Easement per CROSSROADS OF CHANHASSEN; thence North 11 degrees 55 minutes 15 seconds East along said easterly line of a Drainage and Utility Easement, a distance of 164.59 feet to the actual point of beginning of the land to be described; thence North 00 degrees 49 minutes 26 seconds East, a distance of 65.16 feet; thence North 27 degrees 28 minutes 55 seconds East, a distance of 22.20 feet to said easterly line of a Drainage and Utility Easement, thence South 00 degrees 49 minutes 26 seconds West along said easterly line of a Drainage and Utility Easement, a distance of 34.22 feet; thence South 11 degrees 55 minutes 15 seconds West, continuing along said easterly line of a Drainage and Utility Easement, a distance of 51.75 feet to the point of beginning. Easement Vacation Area = 495 sq. ft. CRY OF CHANHASSEN RECEIVED FEB 0 3 2012 CHANHASSEN PLANNING DEPT SCANNED F--/- __ - - DroMog. -r---- DroMoge and Uf9lfyf = *` Easement per the plot of CROSSROADS Ot' CHANHASSEN r' Wim_ a and U7brty Easwn moo., „r r Easement to he Yocated-. SOO°49'26" w N. 22 t rJ�J � 1o55�rj'W N00°49.26'E - 5176 .1� of BepMnb J\ r � \ OUTLOT jA Eostedy /Me of o Dmhoge and Utbrry—_--------- 7 r' � Easement per the plat of Y n J f:R0.55ROA05 OF CHANHASSEN y I C V\r t^\ South IM. of arms a, o"�l \ �, Fo'5'E of oame,sncM9, southeast caner of A of CROSSROADS OF CHANHASSEN I ". wtro+ma.=rubes seam�Nc Prepead foe Kraus -Anderson ^'oma a,Y.,),.,"° a� 1Oe Realty Company fAY BSLB3)341 amz Aw mr.oaE ,.eeo-v).s.n 4279 We# Old %.k p. Road .eOaaMN ...w.n.ery.® 137oom(ogto4 M7onmata SS147 a 01/27/12 seem 1 rn 1 Crossroads of Chanhassen Easement Vacation Sketch SCPHNEa EASEMENT VACA77ON DESCRIPTION That part of a Drainage and Utility Easement /ging over, " under and across that port of Outlot A, CROSSROADS OF CHANHASSEN, according to the recorded plot thereof, Carver County Minnesota, described as follows Commencing at the southwest corner of said Outiot A; thence South 89 degrees 10 minutes 45 seconds East assumed bearing along the south line of said Outlot A, a distance of 593.54 feet to a easterly line of said Drainage and Utility Easement per CROSSROADS OF CHANHASSEN; thence North 11 Idegrees 55 minutes 15 seconds East along said easterly line of a Drainage and Utility Easement, a distance of 164.59 feet to the actual point of beginning of the land to be described; thence North 00 degrees 49 minutes 26 seconds East, a distance of 65.16 feet; thence North 27 degrees 28 minutes 55 seconds East, o distance of 22.20 feel to said easterly line of a Drainage and Utility Easement, R thence South 00 degrees 49 minutes 26 seconds West along said easterly line of o Drainage and W Utility Easement, a distance of 34.22 feel; thence South 11 degrees 55 minutes 75 seconds West, continuing along said easterly line of o Drainage and M Utility Easement, a distance of 51.75 feet to the point of beginning. as Easement Vacation Area = 495 sq. R. Q 0 a to to I U Easement Vocation Area — � x 1 I ". wtro+ma.=rubes seam�Nc Prepead foe Kraus -Anderson ^'oma a,Y.,),.,"° a� 1Oe Realty Company fAY BSLB3)341 amz Aw mr.oaE ,.eeo-v).s.n 4279 We# Old %.k p. Road .eOaaMN ...w.n.ery.® 137oom(ogto4 M7onmata SS147 a 01/27/12 seem 1 rn 1 Crossroads of Chanhassen Easement Vacation Sketch SCPHNEa RETURN_ �� a 3138 9 Chicago Title Insurance Company 222 South Ninth Street, Suite 3060 Minneapolis,MN 55402 DoCument No. A555755 OFFICE OF THE COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee: $46.00 Certified Recordedon ., CERTIFICATION STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) Receipt RA 2012000054 at 03:490 A kga—pM Ma n Cou tY aco9 rder I, Karen J. Engelhardt, duly appointed and acting City Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution 2012-20 entitled, "Resolution Approving a Final Plat Creating Crossroads of Chanhassen 2"d Addition" adopted by the Chanhassen City Council on March 26, 2012, 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 23`d day of May, 2012. •- 'lsT Kar6n J. E ge ardt, D uty Clerk SCANNED CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: March 26.2012 RESOLUTION NO: 2012-20 MOTION BY: Ernst SECONDED BY: Tiornhom A RESOLUTION APPROVING A FINAL PLAT CREATING CROSSROADS OF CHANHASSEN 211D ADDITION WHEREAS, Kraus -Anderson Realty Corporation has requested a subdivision of their property into one lot of 1.76 acres and one outlot of 4.39 acres; and WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen City Code; and WHEREAS, the Chanhassen Planning Commission held a public hearing on March 6, 2012 and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning ordinance and recommended approval of the subdivision. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves the final plat for Crossroads of Chanhassen 2"d Addition (Planning Case #2012-02) creating one lot and one outlot, legally described as Outlot A, Crossroads of Chanhassen. The approval of the subdivision is subject to the following conditions: 1. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. 2. Collector and Arterial Roadway Traffic Impact Zone fees will be collected with the final plat. The fee will be based on the commercial rate of $3,600 per acre. Total due will be $3,600/acre x 1.76 acres = $6,336.00. 3. All outstanding assessments must be paid prior to final plat. Remaining Trunk Highway 101/Lyman Boulevard assessments are approximately $3,004. 4. Storm water connection fees will be collected with the final plat. The fees are calculated based upon an area of 1.76 acres as indicated in the Site Plan. Water quality fees were calculated to be 1.76 acres multiplied by $19,730.00/acre. This is equal to $34,724.80. Water quantity fees were calculated to be 1.76 acres multiplied by $7,650.00/acre. This is equal to $13,464.00. A credit is applied to the water quality fee based upon the total acreage treated to NURP recommendations and any skimmer type structures installed. As the entire lot is to be treated in the NURP basin north of the site the credit is 1.76 acres multiplied by one-half of the Water Quality fee, or 1.76 acres multiplied by $9,865.00/acre. This is a credit of $17,362.40. Based upon these calculations, $30,826.40 is due at the time the final plat is recorded. 5. The City sidewalk is located on the property of this proposed development. This sidewalk will need to be covered by an easement for access and maintenance by the City. 6. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a site plan agreement with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will be required, including the MPCA, Carver County, and MnDOT. 7. The proposed storm sewer, draintile, and service connections within the property are private and must be maintained by the owner. 8. Revise the storm water calculations/plans so that they correlate. Runoff rates must be less than or equal to the rates approved with the Crossroads of Chanhassen subdivision. Provide explanation of volume calculations of ponding in turf area. Show size of areas on drainage maps." Passed and adopted by the Chanhassen City Council this 26"' day of March, 2012. ji,t- � - , L 4r -,J, Clerk/Manager Thomas A. Furlong, Mayor YES Furlong Ernst Laufenburger Tjomhom NO 2 ABSENT McDonald RETURNTO:rJ' 2eZ zS� �23/3,l r Chicago Title Insurance Company 222 South Ninth Street, Suite 3060 Minneapolis, MN 55402 PLAT MAP Document NO. OFFICE OF THE A 555756 COUNTYRECORDER CARVER COUNTY, MINNESOTA Fee: $56.00 Receipt#- RA 2012000054 Certified Recorded on 5IM012 at 03:49 ❑ At�M lIl II (III I illi) (II' Counecorn. DOCU1 ENT NUOBER PLAT NAtYIE4h &✓y�r� -IT SCANNED YI'v,luiS l.wlwlaM poauysOM wW,.Y% .wpw,.wP Vvp,. � Js YIPS �-.Jay` /s Y �[ aY, wN r gyNiY qR YRSYpnq A fPOlE1Db M ,M tlW I Hlw+/w✓Y / •I.mIM 4w0 �tl �DNYh q re N m ypwlmlq /Iwa imwVl« %�wYr +nw w foures'ivlNVlo"I,vly flxxo t101 �-ry�. NINA{4WY.Mb W mYIM pw'Ir0/Nmal.ImuW1 Lti'Ama-,, ., lum..y p�w,D IM1^V Wi 1UUIY54/i'VV z vws mps wlws +.,%ws %w..w, /..mmn.r.w w mw,Nma . tl w 'nor '-pvrw vpdu.l.o,w.uyll'u.rWbIV FID.µ leNwj/yJ.w fi fNl.amMn.Nn m. NYI WY W[HSS%wvgA D o,vv.wn✓•..^s Hl b.s "tl Wn fp tl N .m .WN MNImF..0 gm{f'W { •..6 MI w n erw5 rowA.S Y WI w r+M •e •fw'�wY wrww...u. r...Aa n a IM aw rM aur � � M' /e W J.N vw'e,Kw�lwr m.Y+.m ANwv < w� a uV'Wwnroi w, m a Ie.+u I N ,+,meaa.e 'wyw .wx le rorMb ..ay . iW[ '�� /. y � T . w�w •.q•a wfo.✓awaeia.• lu�'unryvy a 'AYro� ��PA[I,IMIY D IIYIs /e Y �% TW wy/I.M,<N fp poll. pW %Wmro V.•VI Lieroa roV 'W,solm %meeYVr p Y,va/a+N m..enn-.T.N M Imuw roewr W ✓M µmrYnl fpin w.Pxms PolM p,uw m.wxr .. wa .fu amJ .w +roPo ..^ 1pw p ipw.µ w .lo?rola w Imny .q Im gyYpy py nygYM'Yq n sOYOeTSOtl m NIIM em �m.m w vl wm. M Yrva wM .ImuA quq w.n0 1bSC Mn,O D sOgbYWO 'v IMq .w Y rasY 4nilr. MM MWp M1p N nws •Y W,W.oa .J...vr 1, s YVI®. u•i�Y-.^wm�.w Sl.'mY/ IM(51/ /O. W lPV tl E w iii uYn�ivFa :0: Cf! lY.TJGYI/ .Kt^tl: —-lcrrr.^ae lmwil a: 5u, -;Ws -- % ,”— -- — — — — — r — Z—_—__—__ ! QC' (t I CIOI fN/ Ji ✓ ^_ a:: an ^roL J ( I ` yVn.� vA I /'� fia' I J ,uuma wi ua4.l Fv wu 2/I u,v'up n .. 0410 NOl1/OOb' Me N3SSVHNVHO 30 SGVOhfSSOhfO /'� fia' ,uuma wi ua4.l Fv wu 2/I u,v'up n ° I I I I /I _J II NOl1/OOb' Me N3SSVHNVHO 30 SGVOhfSSOhfO 11-110cument NO. OFFICE OF THE 1 A555757 COUNTY RECORDER CARVER COUNTY, MINNESOTA i P I wl Fee $46.00 Receipt# RA 201200005 r 11-1* Nc dWqueol taxes and ramter entered: Certificate of R/al Estate Value ( ) Filed (k) Not Required CRV N a5 ,20 fd- �G,u carver County Auditor By Jr n�- Deputy WARRANTY DEED Business Entity to Business Entity Certified Recorded on 5/29/2012 NINNMaNII�Y (Top 3 inches reserved for recording data) at 03:49 ❑pM M u gren tY ecorder DEED TAX DUE: $ /, /, 5' DATE: PA a5 24 .2012 FOR VALUABLE CONSIDERATION, Kraus -Anderson, Incorporated, a corporation under the laws of the State of Minnesota ("Grantor"), hereby conveys and warrants to the City of Chanhassen, a Minnesota municipal corporation ("Grantee"), real property in Carver County, Minnesota, legally described as follows: Outlot A, Crossroads of Chanhassen, 2^e Addition Check here if all or part of the described real property is Registered (Torrens) ❑ together with all hereditaments and appurtenances belonging thereto, subject to the following exceptions: The consideration for this transfer is $500.00 or less. See Exhibit A to this Deed. Check applicable box: X The Seller certifies that the Seller does not know of any wells on the described real property. ❑ A well disclosure certificate accompanies this document or has been electronically filed. (If electronically filed, insert WDC number: [...1.) ❑ I am familiar with the property described in this instrument and I certify that the status and number of wells on the described real property have not changed since the last previously flied well disclosure certificate. Grantor Krau -ndAon,lncorpo t� By: Bruce W. Engelsma Its CEO Dead Tax of S I (¢ S paid on S'-uq'r)(Daw) Conservation Foe Paid Carver County Auditor ECB -1019 Page 1 of 3 SCANNED Page 2 of 3 WARRANTY DEED State of Minnesota, County of Hennepin This instrument was acknowledged before me on May Q'/ , 2012, by Bruce W. Engelsma as CEO of Kraus -Anderson, Incorporated, a corporation under the laws of the Stale of Minnesota, on behalf of the corporation. CStamA AR Y BAKKE '! NOTARY PUBLIC-MINNEE OTA (signage ralanal MY Commesgn Expires Jen. 01, 2015 ;+ P5 •AAAAAAAAA A A A A A P Title (and Rank): Notary Public My commission expires: January 31, 2015. THIS INSTRUMENT WAS DRAFTED BY: TAX STATEMENTS FOR THE REAL PROPERTY DESCRIBED IN THIS INSTRUMENT SHOULD BE SENT TO: James E. Schmeckpeper 523 South 8111 Street City of Chanhassen Minneapolis, Minnesota 55404 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 EXHIBIT A 1. Lien of real estate taxes payable in 2013 and subsequent years; 2. Drainage and utility easements as shown on the Plat of Crossroads of Chanhassen 2^d Addition; 3. Final Certificate recorded as Document No. 206358; 4. Development contract recorded as Document No. 451284; 5. Development contract recorded as Document No. 484405, as amended by Amendment 'K recorded as Document No. 488856; 6. Declaration of Easements, Covenants and Restrictions filed as Document No. 490037; 7. Resolution No. 2008-41 recorded as Document No. 492783; 8. Right of Way Plat No. 10-17 recorded as Document No. 399301; 9. Right of Way Plat No. 10-18 recorded as Document No. 400453. ECB -1019 Page 3 of 3 - � 3/3�'f RETURN T Chicago Title Insurance Company 222 South Ninth Street, Suite 3060 Minneapolis, MN 55402 6 CARVER COUNTY RECORDER/REGIS""." ---- DOCU31ENT CI DOr-um@nt NO. OFFICE OF THE A555758 COUNTYRECORDER CARVER COUNTY, MINNESOTA DOCUMENT TITLE: J DOCUMENT DATE: NA31ES• Fee $46 00 Receipt# RA 2012000054 Certfed Recorded on 5/2912012 at 0149 ❑ AM PM 511 11 111111111111111 Mu dqren Co nt ecorder CITY OF CHANHASSEN SITE PLAN AGREEMENT 2012-02 SPECIAL PROVISIONS THIS AGREEMENT ("Site Plan Agreement') dated March 26, 2012, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and MEP2, LLC, a Limited Liability Corporation (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan consisting of a 12,000 square -foot daycare (Building 4G), Planning Case 2012-02 for Primrose School of Chanhassen (referred to in this Site Plan Agreement as the "Project'). The land is legally described as follows: Lot 1, Block 1, Crossroads of Chanhassen 2nd Addition. 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: (C1.01 B) Title Sheet dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. PlanB: (C2.01 B) Existing Conditions -Demolition Plan dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. PlanC: (C3.0113) Site Plan dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. Plan D: (C3.02B) Truck Movement Exhibit dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. PlanE: (C3.03B) Planned Development dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. PlanF: (C4.0113) Grading Plan dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. Plan G: (C4.02B) Playground Area Cross Sections dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. PlanH: (C5.0113) Erosion Control Plan/SWPPP dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. SP -1 Plan I: (C5.02B) Erosion and Sediment Control Details dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. PlanJ: (C6.0113) Utility Plan dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. PlanK: (C7.O1B) Photometric Plan dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. Plan L: (C9.0IB) Construction Details dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. Plan M: (C9.02B) Construction Details dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. Plan N: (LI.OI B) Landscape Plan dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. Plan O: (L1.02B) Landscape Plan dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. Plan P: (L2.0IB) As -Built Irrigation Requirements dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. Plan Q: (A-4) Exterior Elevations Plan dated received February 3, 2012, prepared by Children's Design Group. PlanR: (1 of 1) Alta/ACSM Land Title Survey dated received February 3, 2012, prepared by Westwood Professional Services, Inc. PlanS: (1 of 1) Final Plat dated received February 3, 2012, prepared by Westwood Professional Services, Inc. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 31, 2013. 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 $ 58,008.75. This amount has been calculated at a rate of 110% of the actual value of improvement (grading, erosion control, landscaping, storm water, sanitary, etc.). The City will release the security posted in accordance with the City Code. 49PA 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: MEP2, LLC Attn: Benjamin Adams 17732 Ballantrae Circle Eden Prairie, MN 55347 Phone: 952.944.6025 (office) 952.487.6323 (fax) 612.749.0766 (mobile) ben (& imroseedenprairie.com 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 March 26, 2012, the City Council adopted the following motions: I. SITE PLAN REVIEW "The City Council approves the site plan consisting of a 12,000 square -foot daycare (Building 4G), Planning Case 12-02 for Primrose School of Chanhassen as shown in plans dated received February 3, 2012, and including the attached Findings of Fact and Recommendation, subject to the following conditions: A. All existing boulevard trees along the east property line must be protected during construction or replaced after construction. They shall be incorporated into the landscape plan. B. Due to existing soil conditions that are mostly clay with an alkaline tendency, staff recommends that the red maple selection be changed to a sugar or freeman maple variety in order to insure long-term survivability. C. Revise the storm water calculations/plans so that they correlate. Runoff rates must be less than or equal to the rates approved with the Crossroads of Chanhassen subdivision. Provide explanation of volume calculations of ponding in turf area. Show size of areas on drainage maps. D. A permit is required from the appropriate agency for any offsite grading. Currently the plans show grading in the county right of way which would require a permit from Carver County. E. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. SP -3 F. A fence shall be installed above the proposed retaining wall in any area where the vertical separation exceeds 4' in height. G. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. H. The additional sanitary sewer service which is not being utilized must be sealed at the mainline. I. The proposed storm sewer, draintile, and service connections within the property are private and must be maintained by the owner. J. Each new building is subject to sanitary sewer and water hookup charges. The 2012 trunk hookup charge is $2,107 for sanitary sewer and $5,717 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. K. A Stormwater Pollution Prevention Plan must be submitted to the City for review and approval. L. Silt fence shall be standard machine sliced or heavy duty per Section 3886 of MnDOT Standards and Specification Manual for Construction in all areas with a positive gradient towards waters of the state. Chanhassen standard detail plates shall be included in the construction details of the plan set. These will include, at a minimum, Plate No. 3107, 5300, 5301, 5302 and 5302A. M. Sheet C5.01 B shall include the specifics of stabilization for the disturbed areas adjacent to the pond including the pipe, inlet, outlet and ingress and egress. MnDOT seed mix 100 or 110 are unacceptable as permanent cover crops and must be changed to a seed mix more appropriate to duration and site conditions. Further, MnDOT and BWSR have compiled new seed mixtures and these shall be consulted. N. The X -Grass areas are considered impervious and should be calculated as such. The table on Sheet No. C5.01 B shall be revised to indicate this. The line item POST -CONSTRUCTION IMPERVIOUS shall read 1.28 AC+. This is the number that shall be used to calculate total hardcover on the entire Crossroads of Chanhassen PUD development. O. Encroachment agreements are needed for any structure located in the drainage and utility easements. This includes but is not limited to the entrance monument, light poles, playground equipment, artificial turf, and fence, located in drainage and utility easements. Upon completion, the applicant shall submit a set of "as -built" plans signed by a professional engineer. SP -4 Q. All of the maintenance for landscaping, and irrigation within the City right of way must be maintained by the developer. R. The applicant shall work with staff on minor plan modifications. S. A wetland buffer 16.5 feet in width and a 30 -foot setback from the wetland buffer must be maintained around Wetland 1. Secondary structures are allowed to encroach up to 50% of the setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. T. Fire Marshal Condition: 1) " No parking, fire lane" signs will be required along with yellow painted curbing. Contact Chanhassen Fire Marshal for details. U. Building Official Conditions: 1) The building(s) are required to have automatic fire extinguishing systems. 2) Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3) Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 4) Fenced "play" areas must be provided with approved exiting systems. 5) Detailed occupancy and accessibility related requirements will be addressed when complete building plans are submitted. 6) The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. V. All rooftop and ground equipment must be screened from views. W. Approval of the site plan applications is contingent upon approval of the final plat and the PUD amendment — Planning Case 2012-01. X. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. Y. Sign illumination and design shall comply with ordinance. Z. Approval of the site plan is contingent upon vacation of drainage and utility easement. AA. The fence may not exceed six and one-half feet in height. SP -5 BB. The exterior material for the trash enclosure must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. CC. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of SIOM Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or manmade systems that discharge to a surface water." 8. General Conditions. The general conditions of this Site Plan Agreement are attached as Exhibit 'B" and incorporated herein. CITY OF CHANHASSEN BY7�" ���✓ Tom Furlong, (SEAL) AND: odd Gerhardt, City Manager STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me thisajday of MA 2012, by Tom Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City Chminassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. 4. J NOTARY PdQLI IW44��� Cgmmf:.�F%D"a`,,.v,, •,Wwv� SP -7 Tll _y_ �JLisa�Adams, Chief Manager STATE OF MINNESOTA ) n COUNTY OFI nrveU ( ss The foregoing instrument was acknowledged before me this cRq day of 2012, by Benjamin Adams, Manager and by Lisa Adams, Chief Manager of MEP2, LLC. a limited liability company. _ l � NOTAR PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 JvWKM T. MEUWISSEN (952)227-1100 otary P IIc- nnesota ommissip„ Expires Jen 31, 2015 am. 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. Datedthis 24thdayof May 2012. STATE OF MINNESOTA ) (ss. COUNTYOF Hennepin ) First/ Minnetonka City Bank By: Scott A Elleraas Its: Vice President The foregoing instrument was acknowledged before me this24 thday of Ma v 20 12. by Scott A Elleraas, the Vice President of First Minnetonka City, Bank DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 SP -9 ARY PUBLIC Notary Public Minnesota 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, Plans H and I, 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. GC -1 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) 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. 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. GC -2 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 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. Recordine. 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 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 permit. L. Compliance with Laws, Ordinances, and Re lug ations. 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; GC -3 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. 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. GC -4 % RETURN T 23/3 Chicago Title Insurance Company 222 Southi nth Street,Suiteuite 3060 Minneapol G DOCURMt NO. OFFICE OF THE A 555759 COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee: $46.00 Receipt#: RA 2012000054 Certified Recorded on 5/29/2012 5 557 19 11111111111111111 (reserved for recording informanon) at 03:490 A ktErp M GRANT OF PERMANENT EASEMENT FOR PUBLIC SIDEWALK/TRAIL PURPOSES Mn ren County Recorder MEP2, LLC, a limited liability company under the laws of the State of %n;nneso-h& hereinafter referred to as "Grantor", in consideration of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant unto the CITY OF CHANHASSEN, a municipal corporation organized under the laws of the State of Minnesota, the Grantee, hereinafter referred to as the "City", its successors and assigns, forever, a permanent easement for public sidewalk/trail purposes over, across, on, and through land situated within the County of Carver, State of Minnesota, as described on the attached Exhibit "A" and depicted on the attached easement sketch. INCLUDING the rights of the City, its contractors, agents, servants, and assigns, to enter upon the easement premises at all reasonable times to construct, reconstruct, inspect, repair, and maintain said public sidewalk/trail systems over, across, on, under, and through the easement premises, together with the right to grade, level, fill, drain, pave, and excavate the easement premises, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance of said public sidewalk/trail systems. 16462001 t CRAN:CROSSRDADS of CHANHASSEN 2°m ADDinoN SRN:05/25/2012 (Sidewalklrrail Ea mt on Lot I, Block 1) SCANNED The above named Grantor, its successors and assigns, does covenant with the City, its successors and assigns, that it is well seized in fee title of the easement premises described on the attached Exhibit "A"; that it has the sole right to grant and convey the easement to the City; that there are no unrecorded interests in the easement premises; and that it will indemnify and hold the City harmless for any breach of the foregoing covenants. IN TESTIMONY WHEREOF, the Grantor hereto has signed this easement this OZ,3� day of 2012. GRANTOR: MEP2, LLC BY: SIZE t ism STATE OF MINNESOTA ) (SS. COUNTY OF ) The foregoing instrument was acknowledged before ane t is day of 2012, by CIzy u the 1°(1rt nac eti of MEP2, LLC, a lim ed liability company under the laws of the State of on behalf of the company. NOTARY Pb5LIC THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUTSON Professional Association 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 Telephone: (651) 452-5000 SRN:ms 16462001 SRN:05/25/2012 LINDA L. LUTTS ■ NOTARY RXIM-MINNESOTA Iq C,,wwbw E*m An 51.2015 ZZZ :�• ■ ■ 2 CI IAN:CRossROADS OF CHANNAssEN 2� ADDITION (Sidewalk/Trail Easmt on Lot 1, Block 1) EXHIBIT "A" to GRANT OF PERMANENT EASEMENT SIDEWALKITRAIL EASEMENT DESCRIPTION: That part of Lot 1, Block 1, CROSSROADS OF CHANHASSEN 2ND ADDITION, according to the recorded plat thereof, Carver County, Minnesota, lying easterly and southeasterly of the following described line: Commencing at the southeast corner of said Lot 1; thence North 89 degrees 30 minutes 27 seconds West, assumed bearing along the south line of said Lot 1, a distance of 10.00 feet to the actual point of beginning of the line to be described; thence North 00 degrees 29 minutes 44 seconds East, a distance of 53.96 feet; thence North 20 degrees 29 minutes 44 seconds East, a distance of 29.24 feet to a point of intersection with the east line of said Lot 1 and said line there terminating. Said point of intersection being 81.43 feet northerly of said southeast corner as measured along said east line. [ABSTRACT PROPERTY] 001 5/25/2012 3 CHAMCRossROADS OF CHANHAssEN 2`� ADDITION SRN 0 (Sidewalk/Trait Easmt on Lot 1, Block 1) MORTGAGE CONSENT TO EASEMENT FIRST MINNETONKA CITY BANK, which holds a mortgage on all or part of the property more particularly described in the foregoing Grant of Permanent Easement, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in, consents to and subjects its interest in the property subject to the foregoing Grant of Permanent Easement. STATE OF MINNESOTA COUNTY OF The foregoing FIRST MINNETONKA CITY BANK BY: ¢� Its V: rots- .-}' AND Its )SS. instrument was 2012, by THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUTSON Professional Association 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 Telephone: (651) 452-5000 SRN:ms acknowledged before me this day of and by the and of First Minnetonka City Bank, on behalf of the Bank. NOTARY PUBLIC 16462001 4 CHAN:CROSSROADS OF CHANHASSEN 2"°ADDITION SRN:0525/2012 (Sidewalk/Trail Eason on Lot 1, Block 1) EASEMENT SKETCH 8 ,5277 569^r0'JI d= 6°5735 y 40.0 S BLOCK 1 N20-2994$ 2924 - e, 189.25 N89010'45'W 777.79 o° �ry 2� boot / Qao• / I 60 nl.t Q N � pq LO F V) 0 3 it N o O H 60 m) L Ilk SE comer or cot ) 4r - LEGAL D£SCRIP7W.. That part of Lot 1, Block 1, CROSSROADS OF CHANHASSEN 2ND ADDITION, according to the recorded plat thereof, Carver County. Minnesota• lying easterly and southeasterly of the following described line: Commencing of the southeast caner of sold Lot 1; thence North 89 degrees 30 minutes 27 seconds West. assumed bearing along the soot) line of said Lot 1, a distance of 10.00 feet to the actual point of beginning of the line to be described; thence North 00 degrees 29 minutes 44 seconds East, a distance of 53.96 feet; thence North 20 degrees 29 minutes 44 seconds East. a distance of 29.24 feet to a point of Intersection with the east line of said Lot 1 and sold line there terminating. Said pont of intersection being 81.43 feet northerly of said southeast comer as measured along said east line. Scale 1'= 80 feet REOV£51ED BY. Kraus -Anderson Realty Company W. ..u.+oae.. .,�„w xlatwood—.—.—«-. 11/26/08 City comments 5/24/12 Updated Lot Lines •,ey u5 om: 10/15/08 200612I45K£09.dvg RETURN T Chicago Title Insurance Company 222 South Ninth Street, Suite 3060 Minneapolis,MN 55402 TO: CAMPBELL KNUTSON FROM: CITY OF CHANHASSEN ATTN: SUE NELSON ENGINEERING DEPARTMENT 317 EAGANDALE OFFICE CENTER 7700 MARKET BOULEVARD 1380 CORPORATE CENTER CURVE PO Box 147 EAGAN, MN 55121 CHANHASSEN MN 55317 RECORDING FOR: Crossroads of Chanhassen 2nd Addition Enclosed are the following for recordation: X Final Plat Mylars ("Official Copy) no larger than 22" x 34" X Three, 1" = 200' scale paper copy of the final plat (one copy each for Carver County Auditor, Assessor and Surveyor) X Signed Site Plan Agreement ❑ Mortgage Holder Consent to Plat - NA X Mortgage Holder Consent to the Site Plan Agreement X Warranty deed (if deeding an outlot to the City) X Easements: Sidewalk Easement X Other: Easement vacation — must be recorded prior to 2"d Addition plat. X A recent copy of the title commitment X Resolution Approving Final Plat — Crossroads 2nd Addition X Check for Taxes - $7,699.00 (tax year 2012) The City of Chanhassen has received the following, as required: X Final Plat Mylars ("City Copy") X V= 200' scale mylar reduction of the final plat X I"= 200' scale paper reduction of the final plat (with street names and lot and block numbers only) X Security: $58,008.75, from First Minnetonka City Bank (bank name) X Cash fee: $59,162.40 G Digital copy of the final plat in .dxf and .tif formats (.pdf compatible) in Carver County coordinates E Electronic Copy of Drainage Model Will submit when revised Developer has been notified that the following must be done before the plat can be filed: C Current year property taxes must be paid in full and any delinquent property taxes or green acres taxes must also be paid. Check submitted in this packet. Any outstanding assessments? Assessment must be paid prior to plat. GAENG\PROJECTSW-E\Crossroads of Chanhassm\Crossroads Second Additim�plat recording chmklistdoc aoia-oma caa-e SCA14NED Krauc-Andprcnn lac DATE INVOICE NO DESCRIPTION ACCOUNT INVOICEAMOUNT 5-11-12 12RETAX2.0 #25.2480040 -2nd half 01-0550-0-240L.0550 7699.00 5-11-12 12RETAX2.0 #25.2480040 -2nd half 01-0550-0-651D.0001 7699.00 5-11-12 12RETAX2.0 #25.2480040 -2nd half 01-0550-0-651).0002 7699.00 5-17-12 HE 109676 TOTAL> 7699.00 DATEK NUMBER Kraus -Anderson Inc. US 11 4210 W. Old Shakopee Road 0 Bloomington, MN 55437 952-881-8166 PLEASE DETACH AND RETAIN FOR YOUR RECORDS US Bank, N.A. 601 Second Avenue South Minneapolis, MN 55402-4302 DATE CHECK NO. May 17, 2012 109676 Pay:*************Seven thousand six hundred ninety-nine dollars and no cents PAY Carver County Treasurer TO THE P.O. Box 69 ORDER OF Chaska, MN 55318-0069 n-2 910 AMOUNT *****'***$7,699.00 KrausAAnde �incworporated 11.00010967611' 1:0 1110 0 0 0 2 21:1 70 2 2 50 6 5 30011• ZU12 weslMOM Professional Se ces 1— EASEMENT SKETCH 10 D 14 / '76°.5]]] S9%071 3.2 L_4009 - - 1 ON D ':P Q �Po°lo, Q I 22.20 3 N o BLOCK 1 t) 0 J o I 'I y I OU -,'/LOT }° 2924 J b 60 $ N00°29'" E Sd96 mi 81.25 N89°10'45'W 777.79 - ? ;, N SE la ar Lot , 000 ;?!90 ,9>%. LEGAL DESCRWIRM That part of Lot 1, Block 1, CROSSROADS OF CHANHASSEN 2ND ADDITION, according to the recorded plat thereof, Carver County, Minnesota, lying easterly and southeasterly of the following described line: Commencing at the southeast tamer of said Lot 1; thence North 89 degrees 30 minutes 27 seconds West, assumed bearing along the south line of said Lot 1, a distance of 10.00 feet to the actual point of beginning of the line to be described; thence North 00 degrees 29 minutes 44 seconds East, a distance of 53.96 feet; thence North 20 degrees 29 minutes 44 seconds East, a distance of 29.24 feet to a point of intersection with the east line of said Lot 1 and said line there terminating. Said point of intersection being 81.43 feel northerly of said southeast comer as measured along said east line. REOUESTEO SY.. Kraus -Anderson Realty Company Westwood ...�.w.� 11/26/08 City comments 5/24/12 Updated Lot Lines -... r o.a b, Ws ate: 10/16/05 1 200612f400 2006121#5 F09Teg That part of Lot 1, Block 1, CROSSROADS OF CHANHASSEN 2ND ADDITION, according to the recorded plat thereof, Carver County, Minnesota, lying easterly and southeasterly of the following described line: Commencing at the southeast corner of said Lot 1; thence North 89 degrees 30 minutes 27 seconds West, assumed bearing along the south line of said Lot 1, a distance of 10.00 feet to the actual point of beginning of the line to be described; thence North 00 degrees 29 minutes 44 seconds East, a distance of 53.96 feet; thence North 20 degrees 29 minutes 44 seconds East, a distance of 29.24 feet to a point of intersection with the east line of said Lot 1 and said line there terminating. Said point of intersection being 81.43 feet northerly of said southeast corner as measured along said east line. CERTIFICATION STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) I, Karen J. Engelhardt, duly appointed and acting Deputy City Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution 2012-19 entitled, "Vacating Drainage & Utility Easements on Outlot A, Crossroads of Chanhassen Planning Case No. 12-02 adopted on March 26, 2012, with the original copies 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 29th day of March, 2012. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: March 26.2012 RESOLUTION NO: 2012-19 MOTION BY: Tiornhom SECONDED BY: Ernst A RESOLUTION VACATING DRAINAGE & UTILITY EASEMENTS ON OUTLOT A, CROSSROADS OF CHANHASSEN PLANNING CASE FILE NO. 12-02 WHEREAS, the City of Chanhassen is requesting to vacate the drainage and utility easement on Outlot A, Crossroads of Chanhassen; and WHEREAS, the existing easements were granted in 2008; and NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves vacating the drainage and utility easement on Outlot A, Crossroad of Chanhassen as defined on the attached vacation description. Passed and adopted by the Chanhassen City Council this 26"day of March, 2012. ATTEST: j* l .J�`rW To dt, City Manager YES Furlong Ernst Laufenburger Tjomhom �Lkr-f-- Thomas A. Furlong, Mayor 6— NO ABSENT McDonald EASEMENT VACATION DESCRIPTION That part of a Drainage and Utility Easement lying over, under and across that part of Outlot A, CROSSROADS OF CHANHASSEN, according to the recorded plat thereof, Carver County Minnesota, described as follows; Commencing at the southwest corner of said Outlot A; thence South 89 degrees 10 minutes 45 seconds East assumed bearing along the south line of said Outlot A, a distance of 593.54 feet to a easterly line of said Drainage and Utility Easement per CROSSROADS OF CHANHASSEN; thence North 11 degrees 55 minutes 15 seconds East along said easterly line of a Drainage and Utility Easement, a distance of 164.59 feet to the actual point of beginning of the land to be described; thence North 00 degrees 49 minutes 26 seconds East, a distance of 65.16 feet; thence North 27 degrees 28 minutes 55 seconds East, a distance of 22.20 feet to said easterly line of a Drainage and Utility Easement, thence South 00 degrees 49 minutes 26 seconds West along said easterly line of a Drainage and Utility Easement, a distance of 34.22 feet; thence South 11 degrees 55 minutes 15 seconds West, continuing along said easterly line of a Drainage and Utility Easement, a distance of 51.75 feet to the point of beginning. Easement Vacation Area = 495 sq. ft. CITY OF CHANHASSEN RECEIVED FEB 03 2012 CHANHASSEN PLANNING DEPT SCANNED ell RIXasivpl 9c m k Drainage and Easement per the p CROSSROADS OF CHANHASSEN �2) I ° f l fie' Drainage and Utility '2p� Easement to be Vacated-, r�(JJ v� N0004926"E J 65.16 J� OUTL OTgi Easterly line of a Drainage and Utliity__--___----� Easement per the plot of (,lI CROSSROADS OF CHANHASSEN y hI South line of Outlot A, ON 589°10'45"E 59354 `Point of commencing, southwest corner of Outlot A of CROSSROADS OF CHANHASSEN W Wertvv ed Raft oral SCr1R�IrrC. 7699 Anagram Rive Eden Prairie. MN55344 PHONE 952-937-5150 O� Dr1LYS FAX 952-937-5622 Dm TOLLFFEE 1-888-937-5150 �� �.,hv0W aemrd Iln,.lv� 6vfdde •-�`�f7W wwrrwrMoo�smm S00049'26"W 34.22 05515 551 15 of 1 O R Q W J J O m 03 Q 0 Et: O U EASEMENT VACATION DESCRIPTION That part of a Drainage and Utility Easement lying over, / under and across that part of Outlot A, CROSSROADS OF CHANHASSEN, according to the recorded plot thereof, Carver County Minnesota, described as follows Prepared for. Kraus -Anderson Realty Company 4210 West Old Shakopee Road Bloomington, Mianew to _V)&W Commencing at the southwest corner of said Outlot A; thence South 89 degrees 10 minutes 45 seconds East assumed bearing along the south line of said Outlot A, a distance of 593.54 feet to a easterly line of said Drainage and Utility Easement per CROSSROADS OF CHANHASSEN; thence North 11 degrees 55 minutes 15 seconds East along said easterly line of a Drainage and Utility Easement, o distance of 164.59 feet to the actual point of beginning of the land to be described; thence North 00 degrees 49 minutes 26 seconds East, a distance of 65.16 feet, thence North 27 degrees 28 minutes 55 seconds East, a distance of 22.20 feet to said easterly line of a Drainage and Utility Easement, thence South 00 degrees 49 minutes 26 seconds West along said easterly line of a Drainage and Utility Easement, a distance of 34.22 feet, thence South 11 degrees 55 minutes 15 seconds West, continuing along said easterly line of a Drainage and Utility Easement, a distance of 51.75 feet to the point of beginning. Easement Vocation Area = 495 sq. ft. Easement Vacation Area — Crossroads of Chanhassen Dale (1/27/12 Sheet 1 of 1 2006i214SKF10-d Easement Vacation Sketch SCANNED CERTIFICATION STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) I, Karen J. Engelhardt, duly appointed and acting City Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution 2012-20 entitled, "Resolution Approving a Final Plat Creating Crossroads of Chanhassen 2°d Addition' adopted by the Chanhassen City Council on March 26, 2012, 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 23`d day of May, 2012. K n J. E+ e ardt D uty Clerk CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: March 26.2012 RESOLUTION NO: 2012-20 MOTION BY: Ernst SECONDED BY: Tiornhom A RESOLUTION APPROVING A FINAL PLAT CREATING CROSSROADS OF CHANHASSEN 2"o ADDITION WHEREAS, Kraus -Anderson Realty Corporation has requested a subdivision of their property into one lot of 1.76 acres and one outlot of 4.39 acres; and WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen City Code; and WHEREAS, the Chanhassen Planning Commission held a public hearing on March 6, 2012 and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning ordinance and recommended approval of the subdivision. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves the final plat for Crossroads of Chanhassen 2d Addition (Planning Case #2012-02) creating one lot and one outlot, legally described as Outlot A, Crossroads of Chanhassen. The approval of the subdivision is subject to the following conditions: 1. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. 2. Collector and Arterial Roadway Traffic Impact Zone fees will be collected with the final plat. The fee will be based on the commercial rate of $3,600 per acre. Total due will be $3,600/acre x 1.76 acres = $6,336.00. 3. All outstanding assessments must be paid prior to final plat. Remaining Trunk Highway 101/Lyman Boulevard assessments are approximately $3,004. 4. Storm water connection fees will be collected with the final plat. The fees are calculated based upon an area of 1.76 acres as indicated in the Site Plan. Water quality fees were calculated to be 1.76 acres multiplied by $19,730.00/acre. This is equal to $34,724.80. Water quantity fees were calculated to be 1.76 acres multiplied by $7,650.00/acre. This is equal to $13,464.00. A credit is applied to the water quality fee based upon the total acreage treated to NURP recommendations and any skimmer type structures installed. As the entire lot is to be treated in the NURP basin north of the site the credit is 1.76 acres multiplied by one-half of the Water Quality fee, or 1.76 acres multiplied by $9,865.00/acre. This is a credit of $17,362.40. Based upon these calculations, $30,826.40 is due at the time the final plat is recorded. 5. The City sidewalk is located on the property of this proposed development. This sidewalk will need to be covered by an easement for access and maintenance by the City. 6. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a site plan agreement with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will be required, including the MPCA, Carver County, and MnDOT. The proposed storm sewer, draintile, and service connections within the property are private and must be maintained by the owner. 8. Revise the storm water calculations/plans so that they correlate. Runoff rates must be less than or equal to the rates approved with the Crossroads of Chanhassen subdivision. Provide explanation of volume calculations of ponding in turf area. Show size of areas on drainage maps.,, Passed and adopted by the Chanhassen City Council this 26h day of March, 2012. ATTEST: erhardt, City Clerk/Manager Thomas A. Furlong, Mayor YES Furlong Ernst Laufenburger Tjornhom ABSENT McDonald 0 CHICAGOTITLE INSURANCE COMPANY 1. 2. 3. 4. Order No.: 231389 4th AMENDED (5-18-2012) COMMITMENT FOR TITLE INSURANCE SCHEDULE Effective Date: April 23, 2012, at 8:00 am Policy or Policies to be issued: ALTA Owner's Policy - 2006 Proposed Insured: MEP2,LLC Amount: $1,156,000.00 ALTA Loan Policy - 2006 Commitment No.: 231389 Proposed Insured: First Minnetonka City Bank Amount: $1,900,000.00 The estate or interest in the land described or referred to in the Commitment and covered herein is fee simple and is at the effective date hereof vested in: Kraus -Anderson, Incorporated The land referred to in this Commitment is situated in the County/Counties of Carver, State of Minnesota, and is described as follows: See Exhibit "A" attached hereto. Note for Information: Property is Abstract Chicago Title Insurance Company j Authorized Signature SCHEDULE B - SECTION 1 REQUIREMENTS The following are the requirements to be compiled with: Instrument creating the estate or interest to be insured must be executed and filed for record, to -wit: (a) Deed from the party described at Item 3 of Schedule A to the Proposed Insured (Owner). Note: The following must accompany the deed for filing: A Certificate of Real Estate Value containing the social security number or the federal tax identification number of each of the grantors and grantees. All grantors and grantees must have obtained a social security number or a federal tax Identification number prior to closing. No deed can be recorded without a fully completed Certificate of Real Estate Value. Note: One of the following statements must be made within the deed: (1) The Seller certifies that the Seller does not know of any wells on the described real property; (2) A well disclosure certificate accompanies this document; or (3) I am familiar with the property described in this instrument and I certify that the status and number of wells on the described real property have not changed since the last previously filed well disclosure certificate, (b) Mortgage from MEP2, LLC, to the Proposed Insured (Lender) 2. Pay the full consideration to, or for the account, of the grantors or mortgagors. 3. Pay all taxes, charges, assessments, levied and assessed against subject premises, which are due and payable. 4. Tell us in writing the name of anyone not referred to in the Commitment who will get an interest in the land or who will make a loan on the land. We may then make additional requirements or exceptions. S. If the transaction is closed by Chicago Title Insurance Company or its agents, the Social Security Number of Seller or Federal ID Number of Seller entities and forwarding address must be provided at or prior to closing to comply with the Tax Reform Act of 1986 and the 10995 Form executed at closing unless the Sellers is a corporation or a governmental unit 6. Furnish formation and operational documentation together with good standing certificates from the state in which the property is located, for all entities conveying each interest to be insured. 7. Item Nos. 1, 2 and S of Schedule B -Section 2 may be deleted from the final policy, conditioned upon receipt and review of an executed standard form of the Company's affidavit or affidavits. If the Company is insuring a lender, The Company requires an Indemnity Agreement from the Borrower, Indemnifying the Company against loss due to unfiled mechanic's liens. 8. Intentionally deleted. 9. Obtain and file of record satisfactions of the following documents; (a) Combination Real Estate Mortgage, Security Agreement, Fixture Financing Statement and Assignment of Leases and Rents, by and between Sand Properties, Inc., a Minnesota corporation, as Mortgagor, to Community Bank Corporation, as Mortgagee, dated May 2, 2005, recorded November 8, 2005 as Document No. 428555, in the original principal amount of $4,140,000.00 Modified by Mortgage Modification Agreement, dated December 16, 2005, recorded October 6, 2006 as Document No. 451282, 10. Obtain and file of record a Second Lien Mortgage from MEP2, LLC, to the Proposed Insured (Lender), in the amount of $1,525,000.00 SCHEDULE B - SECTION 2 EXCEPTION The Policy or Policies to be issued will contain exception to the following unless the same are disposed of to the satisfaction of the Company. 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. Rights or claims of parties in possession not shown by the public records. 3. Intentionally deleted. 4. Intentionally deleted. 5. Any lien, or right to a lien, for services, labor, or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 6. Taxes or special assessments which are not shown as existing liens by the public records. 7. Real estate taxes for 2013 due and payable in 2013 and thereafter. 8. Real estate taxes for 2012 due and payable in 2012 in the amount of $15,398.00, first half payable on or before May 15, 2012, second half payable on or before October 15, 2012. Base Tax: $12,394.18. Non -Homestead Property Tax Identification No. 25-2480040. 9. Levied and pending special assessments hereafter levied. 10. Any levied or pending special assessments now of record. Note: An endorsement will follow with the results of the special assessment search I1. Rights of tenants in possessions under the terms of unrecorded leases 12. Drainage and utility easements as shown on the plat of Crossroads of Chanhassen 13. Intentionally deleted 14. Terms and conditions of Development Contract, dated April 10, 2006, recorded October 6, 2006 as Document No. 451284 15. Terms and conditions of Development Contract, dated May 27, 2008, recorded June 2, 2008 as Document No. 484405 Amended by Amendment "A" to Crossroads of Chanhassen Development Contract, dated July 28, 2008, recorded September 8, 2008 as Document No. 488856 16. Intentionally deleted 17. Right -of -Way Plat, No. 10-17, recorded October 19, 2004 as Document No. 399301 18. Right -of -Way Plat, No. 10-18, recorded November 2, 2004 as Document No. 400453 19. The following matters as disclosed by ALTA/ACSM survey prepared by Westwood Professional Services, Inc., under Project No. 20061214A dated October 26, 2011: a. The rights of the state and the public In and to the ponds and wetlands located on the subject property; b. Storm sewer, power and sanitary sewer cross the easterly portion of the subject property without benefit of an easement. 20. Terms and conditions of Declaration of Easements, Covenants and Restrictions, dated September 29, 2008, recorded October 3, 2008 as Document No. 490037 Thi! ass Order No.: 231369 EXHIBIT A Outlot A, Crossroads of Chanhassen, Carver County, Minnesota. Abstract Property 0 CHICAGOTITLE INSURANCE COMPANY 1. 2. 3 4. Ordcr No.: 231369 4th AMENDED (5-18-2012) COMMITMENT FOR TITLE INSURANCE SCHEDULE Effective Date: April 23, 2012, at 8:00 am Policy or Policies to be issued. ALTA Owner's Policy - 2006 Proposed Insured: MEP2, LLC Amount: $1,156,000.00 ALTA Loan Policy - 2006 Commitment No.: 231389 Proposed Insured: First Minnetonka City Bank Amount: $1,900,000.00 The estate or interest in the land described or referred to in the Commitment and covered herein is fee simple and is at the effective date hereof vested in: Kraus -Anderson, Incorporated The land referred to in this Commitment is situated in the County/Counties of Carver, State of Minnesota, and Is described as follows: See Exhibit 'A" attached hereto. Note for Information: Property Is Abstract Chicago Title Insurance Company 601 V� Authorized Signature SCHEDULE B - SECTION 1 REQUIREMENTS The following are the requirements to be complied with: Instrument creating the estate or interest to be insured must be executed and filed for record, to -wit: (a) Deed from the party described at Item 3 of Schedule A to the Proposed Insured (Owner). Note: The following must accompany the deed for filing: A Certificate of Real Estate Value containing the social security number or the federal tax identification number of each of the grantors and grantees. All grantors and grantees must have obtained a social security number or a federal tax Identification number prior to closing. No deed can be recorded without a fully completed Certificate of Real Estate Value. Note: One of the following statements must be made within the deed: (1) The Seller certifies that the Seller does not know of any wells on the described real property; (2) A well disclosure certificate accompanies this document; or (3) I am familiar with the property described in this instrument and I certify that the status and number of wells on the described real property have not changed since the last previously filed well disclosure certificate, (b) Mortgage from MEP2, LLC, to the Proposed Insured (Lender) 2. Pay the full consideration to, or for the account, of the grantors or mortgagors. 3. Pay all taxes, charges, assessments, levied and assessed against subject premises, which are due and payable. a. Tell us in writing the name of anyone not referred to in the Commitment who will get an interest in the land or who will make a loan on the land. We may then make additional requirements or exceptions. 5. If the transaction is closed by Chicago Title Insurance Company or its agents, the Social Security Number of Seller or Federal ID Number of Seller entities and forwarding address must be provided at or prior to closing to comply with the Tax Reform Act of 1986 and the 10995 Form executed at closing unless the Sellers is a corporation or a governmental unit 6. Furnish formation and operational documentation together with good standing certificates from the state in which the property is located, for all entities conveying each interest to be insured. 7. Item Nos. 1, 2 and 5 of Schedule B -Section 2 may be deleted from the final policy, conditioned upon receipt and review of an executed standard form of the Company's affidavit or affidavits. If the Company is insuring a lender, The Company requires an Indemnity Agreement from the Borrower, indemnifying the Company against loss due to unfiled mechanic's liens. 8. Intentionally deleted. 9. Obtain and file of record satisfactions of the following documents: (a) Combination Real Estate Mortgage, Security Agreement, Fixture Financing Statement and Assignment of Leases and Rents, by and between Sand Properties, Inc., a Minnesota corporation, as Mortgagor, to Community Bank Corporation, as Mortgagee, dated May 2, 2005, recorded November 8, 2005 as Document No. 428555, in the original principal amount of $4,140,000.00 Modified by Mortgage Modification Agreement, dated December 16, 2005, recorded October 6, 2006 as Document No. 451282, 10. Obtain and file of record a Second Lien Mortgage from MEP2, LLC, to the Proposed Insured (Lender), in the amount of $1,525,000.00 SCHEDULE B - SECTION 2 EXCEPTION The Policy or Policies to be issued will contain exception to the following unless the same are disposed of to the satisfaction of the Company. 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. Rights or claims of parties in possession not shown by the public records. 3. Intentionally deleted. 4. Intentionally deleted. 5. Any lien, or right to a lien, for services, labor, or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 6. Taxes or special assessments which are not shown as existing liens by the public records. 7. Real estate taxes for 2013 due and payable In 2013 and thereafter. 8. Real estate taxes for 2012 due and payable in 2012 in the amount of $15,398.00, first half payable on or before May 15, 2012, second half payable on or before October 15, 2012. Base Tax: $12,394.18. Non -Homestead Property Tax Identification No. 25-2480040, 9. Levied and pending special assessments hereafter levied. 10. Any levied or pending special assessments now of record. Note: An endorsement will follow with the results of the speclal assessment search If. Rights of tenants in possessions under the terms of unrecorded leases 12. Drainage and utility easements as shown on the plat of Crossroads of Chanhassen 13. Intentionally deleted 14. Terms and conditions of Development Contract, dated April 10, 2006, recorded October 6, 2006 as Document No. 451284 15. Terms and conditions of Development Contract, dated May 27, 2008, recorded June 2, 2008 as Document No. 484405 Amended by Amendment "A" to Crossroads of Chanhassen Development Contract, dated July 28, 2008, recorded September 8, 2008 as Document No. 488856 16. Intentionally deleted 17. Right -of -Way Plat, No. 10-17, recorded October 19, 2004 as Document No. 399301 18. Right -of -Way Plat, No. 10-18, recorded November 2, 2004 as Document No. 400453 19. The following matters as disclosed by ALTA/ACSM survey prepared by Westwood Professional Services, Inc., under Project No. 20061214A dated October 26, 2011: a. The rights of the state and the public in and to the ponds and wetlands located on the subject property; b. Storm sewer, power and sanitary sewer cross the easterly portion of the subject property without benefit of an easement. 20. Terms and conditions of Declaration of Easements, Covenants and Restrictions, dated September 29, 2008, recorded October 3, 2008 as Document No. 490037 SCHEDULE B - SECTION 3 INFORMATION This Commitment does not cover utility bills against the subject property not shown on tax or assessment records. Order No.: 231389 EXHIBIT A outlot A, Crossroads of Chanhassen, Carver County, Minnesota. Abstract Property CITY OF CHANHASSEN SITE PLAN AGREEMENT 2012-02 SPECIAL PROVISIONS THIS AGREEMENT ("Site Plan Agreement") dated March 26, 2012, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and MEP2, LLC, a Limited Liability Corporation (the 'Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan consisting of a 12,000 square -foot daycare (Building 4G), Planning Case 2012-02 for Primrose School of Chanhassen (referred to in this Site Plan Agreement as the 'Project'). The land is legally described as follows: Lot 1, Block 1, Crossroads of Chanhassen 2"d Addition. 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 finishes 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: (C1.01 B) Title Sheet dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. PlanB: (C2.0113) Existing Conditions -Demolition Plan dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. PlanC: (C3.0113) Site Plan dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. Plan D: (C3.02B) Truck Movement Exhibit dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. PlanE: (C3.03B) Planned Development dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. PlanF: (C4.0113) Grading Plan dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. Plan G: (C4.02B) Playground Area Cross Sections dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. PlanH: (C5.01B) Erosion Control Plan/SWPPP dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy - SP -1 PlanI: (C5.02B) Erosion and Sediment Control Details dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. Plank (C6.O1B) Utility Plan dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. PlanK: (C7.0113) Photometric Plan dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. PlanL: (C9.0113) Construction Details dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. Plan M: (C9.02B) Construction Details dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. PlanN: (L1.O1B) Landscape Plan dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. Plan O: (L1.02B) Landscape Plan dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. PlanP: (L2.0113) As-Buih Irrigation Requirements dated received February 3, 2012, prepared by MFRA, engineering surveying planning energy. PlanQ: (A-4) Exterior Elevations Plan dated received February 3, 2012, prepared by Children's Design Group. Plan R: (1 of 1) Alta/ACSM Land Title Survey dated received February 3, 2012, prepared by Westwood Professional Services, Inc. Plan S: (1 of 1) Final Plat dated received February 3, 2012, prepared by Westwood Professional Services, Inc. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 31, 2013. 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 $ 58,008.75. This amount has been calculated at a rate of 110% of the actual value of improvement (grading, erosion control, landscaping, storm water, sanitary, etc.). The City will release the security posted in accordance with the City Code. SP -2 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: MEP2, LLC Attn: Benjamin Adams 17732 Ballantrae Circle Eden Prairie, MN 55347 Phone: 952.944.6025 (office) 952.487.6323 (fax) 612.749.0766 (mobile) lien primroseedenprairie.com 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 March 26, 2012, the City Council adopted the following motions: I. SITE PLAN REVIEW "The City Council approves the site plan consisting of a 12,000 square -foot daycare (Building 4G), Planning Case 12-02 for Primrose School of Chanhassen as shown in plans dated received February 3, 2012, and including the attached Findings of Fact and Recommendation, subject to the following conditions: A. All existing boulevard trees along the east property line must be protected during construction or replaced after construction. They shall be incorporated into the landscape plan. B. Due to existing soil conditions that are mostly clay with an alkaline tendency, staff recommends that the red maple selection be changed to a sugar or freeman maple variety in order to insure long-term survivability. C. Revise the storm water calculations/plans so that they correlate. Runoff rates must be less than or equal to the rates approved with the Crossroads of Chanhassen subdivision. Provide explanation of volume calculations of ponding in turf area. Show size of areas on drainage maps. D. A permit is required from the appropriate agency for any offsite grading. Currently the plans show grading in the county right of way which would require a permit from Carver County. E. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 02%] F. A fence shall be installed above the proposed retaining wall in any area where the vertical separation exceeds 4' in height. G. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. H. The additional sanitary sewer service which is not being utilized must be sealed at the mainline. I. The proposed storm sewer, draintile, and service connections within the property are private and must be maintained by the owner. Each new building is subject to sanitary sewer and water hookup charges. The 2012 trunk hookup charge is $2,107 for sanitary sewer and $5,717 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. K. A Stormwater Pollution Prevention Plan must be submitted to the City for review and approval. L. Silt fence shall be standard machine sliced or heavy duty per Section 3886 of MnDOT Standards and Specification Manual for Construction in all areas with a positive gradient towards waters of the state. Chanhassen standard detail plates shall be included in the construction details of the plan set. These will include, at a minimum, Plate No. 3107, 5300, 5301, 5302 and 5302A. M. Sheet C5.01 B shall include the specifics of stabilization for the disturbed areas adjacent to the pond including the pipe, inlet, outlet and ingress and egress. MnDOT seed mix 100 or 110 are unacceptable as permanent cover crops and must be changed to a seed mix more appropriate to duration and site conditions. Further, MnDOT and BWSR have compiled new seed mixtures and these shall be consulted. N. The X -Grass areas are considered impervious and should be calculated as such. The table on Sheet No. C5.01 B shall be revised to indicate this. The line item POST -CONSTRUCTION IMPERVIOUS shall read 1.28 ACf. This is the number that shall be used to calculate total hardcover on the entire Crossroads of Chanhassen PUD development. O. Encroachment agreements are needed for any structure located in the drainage and utility easements. This includes but is not limited to the entrance monument, light poles, playground equipment, artificial turf, and fence, located in drainage and utility easements. P. Upon completion, the applicant shall submit a set of "as -built" plans signed by a professional engineer. SP -4 Q. All of the maintenance for landscaping, and irrigation within the City right of way must be maintained by the developer. R. The applicant shall work with staff on minor plan modifications. S. A wetland buffer 16.5 feet in width and a 30 -foot setback from the wetland buffer must be maintained around Wetland 1. Secondary structures are allowed to encroach up to 50% of the setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. T. Fire Marshal Condition: 1) " No parking, fire lane" signs will be required along with yellow painted curbing. Contact Chanhassen Fire Marshal for details. U. Building Official Conditions: 1) The building(s) are required to have automatic fire extinguishing systems. 2) Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3) Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 4) Fenced "play" areas must be provided with approved exiting systems. 5) Detailed occupancy and accessibility related requirements will be addressed when complete building plans are submitted. 6) The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. V. All rooftop and ground equipment must be screened from views. W. Approval of the site plan applications is contingent upon approval of the final plat and the PUD amendment — Planning Case 2012-01. X. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. Y. Sign illumination and design shall comply with ordinance. Z. Approval of the site plan is contingent upon vacation of drainage and utility easement. AA. The fence may not exceed six and one-half feet in height. SP -5 BB. The exterior material for the trash enclosure must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. CC. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or manmade systems that discharge to a surface water." 8. General Conditions. The general conditions of this Site Plan Agreement are attached as Exhibit 'B" and incorporated herein. SP -6 CITY OF CHANHASSEN BY: I ft4, Tom F , M or (SEAL) / S AND: ✓N 17odd Gerhardt, City Manager STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me thisajday of2012, by Tom Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of�assen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. A� JAI / i - O vt ij i7 Anw— i J—NOTARY PLTj1V ,. KIM T. M���� Notary Public -Min' mission E�"a` . MY com ,..vr•. SP -7 MEP2, LLC: Adams, Adams, Chief Manager STATE OF MINNESOTA ) /1 v(ss COUNTYOF Cnre/ ) The foregoing instrument was acknowledged before me this cRq day of OOQ 2012, by Benjamin Adams, Manager and by Lisa Adams, Chief Manager of MEP2, LLC. 6�k'. 1 NOTAR t PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 KIM T. MEUWISSEN (952)227-1100 si Notary Public -Minnesota My Commissipn Expires Jan 31, 2015 SP -8 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 24thday of May 2012. STATE OF MINNESOTA ) (ss. COUNTY OF Hennepin ) First Minnetonka City Bank BY: Scott A Elleraas Its: Vice President The foregoing instrument was acknowledged before me this 24thday of May 2012 by Scott A Elleraas, the Vice President of First Minnetonka DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 Sim, PUBLIC Noah Pubw Wn"soa Bank 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, Plans H and I, 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. GC -1 ti 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be wan -anted 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) 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. 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. GC -2 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 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 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 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; GC -3 M 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall fiunish 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. 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. GC4 (Top 3 inches reserved for recording data) WARRANTY DEED Business Entity to Business Entity DEED TAX DUE: DATE: 2012 FOR VALUABLE CONSIDERATION, Kraus -Anderson, Incorporated, a corporation under the laws of the State of Minnesota ("Grantor), hereby conveys and warrants to the City of Chanhassen, a Minnesota municipal corporation ("Grantee"), real property in Carver County, Minnesota, legally described as follows: Outlet A, Crossroads of Chanhassen, 2^d Addition Check here if all or part of the described real property is Registered (Torrens) ❑ together with all hereditaments and appurtenances belonging thereto, subject to the following exceptions: The consideration for this transfer is $500.00 or less. See Exhibit A to this Deed. Check applicable box: X The Seller certifies that the Seller does not know of any wells on the described real property. ❑ A well disclosure certificate accompanies this document or has been electronically filed. (If electronically filed, insert WDC number: [... ].) ❑ I am familiar with the property described in this instrument and I certify that the status and number of wells on the described real property have not changed since the last previously filed well disclosure certificate. Grantor Kraug=Andq*n,lncorpo By:'111_ -, C_ Bruce W. Engelsma Its: CEO ECB -1019 Page 1 or 3 Page 2 of 3 Slate of Minnesota. County of Hennepin WARRANTY DEED This instrument was acknowledged before me on May )y , 2012, by Bruce W. Engelsma as CEO of Kraus -Anderson, Incorporated, a corporation under the laws of the State of Minnesota, on behalf of the corporation. StaraARY BAKKE • NOTARY PUBLIC MINNESOTA Commisvan E+pn' Jan. 71, 2015 $F5� w y THIS INSTRUMENT WAS DRAFTED BY: James E. Schmeckpeper 523 South 8"' Street Minneapolis, Minnesota 55404 (slgnatwe ofmtanal ol! Title (and Rank): Notary Public My commission expires: January 31, 2015, TAX STATEMENTS FOR THE REAL PROPERTY DESCRIBED IN THIS INSTRUMENT SHOULD BE SENT TO: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 EXHIBIT A 1. Lien of real estate taxes payable in 2013 and subsequent years; 2. Drainage and utility easements as shown on the Plat of Crossroads of Chanhassen 2nd Addition; 3. Final Certificate recorded as Document No. 206358, 4. Development contract recorded as Document No. 451284; 5. Development contract recorded as Document No. 484405, as amended by Amendment "A" recorded as Document No. 488856; 6. Declaration of Easements, Covenants and Restrictions filed as Document No. 490037; 7. Resolution No. 2008-41 recorded as Document No. 492783, 8. Right of Way Plat No. 10-17 recorded as Document No. 399301; 9. Right of Way Plat No. 10-18 recorded as Document No. 400453. ECB -1019 Page 3 or 3 Affidavit of Publication CITY OF CHANHASSEN Southwest Newspapers CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING State of Minnesota) PLANNING CASE NO. 2012-02 NOTICE IS HEREBY GIVEN )SS. that the Chanhassen Planning Com- mission County will hold a public hearing on Tuesday, March 6, 2012, at 7:00 P.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose ofu this hearing Laurie A. Hartmann, being duly swom, on oath says that she is the publisher or the authorized is to consider a request to amend g y y the existing standards of the Gate- agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- way of Chanhassen Planned Unit lager and has fall knowledge of the facts herein stated as follows: Development; Preliminary Plat to replat 6.15acres into one lot and one (A) These newspapers have complied with the requirements constituting qualification as a legal outlot; and Site Plan Review for the newspaper, as provided by Minnesota Statute 331A.02, 331 A.07, and other applicable laws, as construction of a daycare building amended (Primrose School of Chanhassen). Property elopment currently coned Planned (B) The printed public notice that is attached to this Affidavit and identified as No. yS9 9 Unit Development (PUD) and 2 was published on the date or dates and in the news stated in the attached Notice and said located southeast ul Highway 212, P P north of LymanBoulevardandwesr Notice is hereby incorporated as part of this Affidavit- Said notice was cut from the columns of of Crossroads Boulevard (Outlot A, the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both Crossroads of Chanhassen). Appli- inclusive, and is hereby acknowledged as being the kind and size of type used in the composition cant: Children's Design Group. and publication of the Notice: A plan showing the location of the proposal is available for public abcdefghllkhnnopgrstuvwxyz review on the City's web site at www.ci.chanhassen.mn.us/serv/ plan/2012-02.html or at City Hall during regular business hours. All interested persons are invited to at- Laurie A. Hartmann tend this public hearing and express their opinions with respect to this proposal. Sharmeen Al-Jaff, Subscribed and sworn before me on Senior Planner Email: saljaff@ci.chanhassen. mn.us Phone: 952-227-1134 (Published in the Chanhassen this day of�6'I.u-lit.�G 2012 Villager on Thursday, February 2a, (J 2012: No. 4599) yi^ w ' JYMME JEANNETTE BARK (I) / NOTARYPUSUC-MINNESOTA MY COMMISSION IXPIRES G131113 No blic „M RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................. $31.20 per column inch Rate actually charged for the above matter ............................................... $12.59 per column inch SCANNED CITY Ot' CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 03/21/2012 10:41 AM Receipt No. 00183488 CLERK: AshleyM PAYEE: MFRA Inc 14800 28th Ave N Ste 140 Minneapolis MN 55447 - Primrose of Chanhassen- Planning Case 12-02 ------------------------------------------------------- Final Plat Fee 250.00 Total Cash Check 75608 Change 250.00 0.00 250.00 0.00 SCANNED PRIMROSE OF CHANHASSEN - PLANNING CASE 12-02 $250.00 Final Plat Fee for Crossroads of Chanhassen 2nd Addition $250.00 TOTAL $250.00 Less Check No. 75608 from MFRA, Inc. $0.00 Balance Owed SCANNED 4k) fra engineering surveying planning energy Letter of Transmittal TO: City of Chanhassen ADDRESS 7700 Market Boulevard - P.O. Box 147 CITY, STATE Chanhassen, MN. 55317 ZIP WE ARE SENDING ❑ Shop Drawings ❑ Copy of Letter ® Mail ❑ UPS _ _ Messenger .,r DATE March 20, 2012 JOB NO. 19063 1 PHASE 3002 ATTENTION Sharmeen AI-Jaff CLIENT Children's Design Group RE: Final Plat Fee Submittal ❑ Prints ❑ Change Order ❑ Plans ❑ Samples The following Items: ❑ Specifications ® Final Plat Fee COPIES DATE REV. DESCRIPTION 1 03/20/2012 Final Plat Fee THESE ARE TRANSMITTED as checked below: ❑ For Approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For Your Use ❑ Approved as noted ❑ Submit copies for distribution ® As Requested ❑ Returned for corrections ❑ Return corrected prints ❑ Review and comment ❑ PRINTS RETURNED AFTER LOAN TO US ❑ FORBIDS DUE ❑ REMARKS: COPYTO SIGNED Michael C. Brandt, P.E. If enclosures are not as noted kindly notes us. SCANNED I0 -1--o -.)-- CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION 1 4" "; Application of Children's Design Group for the following: 1. Planned Unit Development Amendment to the existing standards —Chanhassen Gateway. 2. Preliminary Plat to subdivide 6.15 acres into one lot and one outlot — Crossroads of Chanhassen 2"d Addition. 3. Site Plan Review for the construction of a daycare building —Primrose of Chanhassen. On March 6, 2012, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Children's Design Group for a Planned Unit Development Amendment, Preliminary Plat and Site Plan review (Planning Case 2012-02). The Planning Commission conducted a public hearing on the proposed subdivision preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development -Mixed Use, PUD -Mixed Use. 2. The property is guided in the Land Use Plan for Mixed Use. 3. The legal description of the property is shown on the attached Exhibit A. 4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse effects of the proposed amendment. The six (6) effects and our findings regarding them are: a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Findin¢: The site is guided mixed use (residential and neighborhood commercial). A daycare will meet the daily needs of the surrounding area and a 12,000 square -foot building is a reasonable size building in that location. b) The proposed use is or will be compatible with the present and future land uses of the area. Findin¢: The proposed use is and will be compatible with the present and future land uses of the area through the implementation of the design standards, landscaping, architecture, etc. SCANNED r, c) The proposed use conforms with all performance standards contained in the Zoning Ordinance. Finding: The proposed use will conform with all performance standards contained in the Zoning Ordinance such as design standards, signage, durable materials, uses, etc. d) The proposed use will not tend to or actually depreciate the area in which it is proposed. Finding: The proposed use is intended to meet the daily needs of the area. It could potentially add convenience to the homeowners in the area. e) The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. Finding: The site is located within the Municipal Urban Service Area. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. f) Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: Based upon traffic studies conducted by the applicant's traffic engineer, traffic generation by the proposed use is within capabilities of streets serving the property. 5. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a) The proposed subdivision is consistent with the zoning ordinance. Finding: The subdivision meets the intent of the city code subject to the conditions of the staff report and the PUD. b) The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city s comprehensive plan; Finding: The proposed subdivision is consistent with applicable plans. c) The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; Finding: The proposed site is suitable for development subject to the conditions specified in this report. d) The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Finding: The proposed subdivision will be served by adequate urban infrastructure. e) The proposed subdivision will not cause environmental damage; Fes: The proposed subdivision will not cause environmental damage subject to conditions of approval. f) The proposed subdivision will not conflict with easements of record. Finding: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. g) The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1. Lack of adequate storm water drainage. 2. Lack of adequate roads. 3. Lack of adequate sanitary sewer systems. 4. Lack of adequate off-site public improvements or support systems. Finding: The proposed subdivision is provided with adequate urban infrastructure. 6. In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: a) Consistency with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted. b) Consistency with this division. c) Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas. d) Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development. e) Creation of functional and harmonious design for structures and site features, with special attention to the following: 1. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community. 2. The amount and location of open space and landscaping. 3. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses. 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f) Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The proposed development is consistent with the City's design requirements, the comprehensive plan, the zoning ordinance, the design standards, and the site plan review requirements with the exception of the area of the building which will require a PUD amendment. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the approved development for this area. The Planning Commission regards the project as a reasonable use of the land. The overall design is sensitive to the City's image. 7. The planning report #12-02, dated March 6, 2012, prepared by Sharmeen Al-Jaff, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Planned Unit Development Amendment to the Gateway West PUD, Preliminary Plat for Crossroads of Chanhassen 2"d Addition, and Site Plan for Primrose of Chanhassen. ADOPTED by the Chanhassen Planning Commission this 6d' day of March, 2012 CHANHASSEN P COMMISSION B Its Chairman 4 J. I Z —oZ- CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: March 26, 2012 RESOLUTION NO: 2012-20 MOTION BY: Ernst SECONDED BY: Tiornhom A RESOLUTION APPROVING A FINAL PLAT CREATING CROSSROADS OF CHANHASSEN 2ND ADDITION WHEREAS, Kraus -Anderson Realty Corporation has requested a subdivision of their property into one lot of 1.76 acres and one outlet of 4.39 acres; and WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen City Code; and WHEREAS, the Chanhassen Planning Commission held a public hearing on March 6, 2012 and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning ordinance and recommended approval of the subdivision. NOW, THEREFORE, BE TT RESOLVED that the Chanhassen City Council hereby approves the final plat for Crossroads of Chanhassen 2nd Addition (Planning Case #2012-02) creating one lot and one outlot, legally described as Outlot A, Crossroads of Chanhassen. The approval of the subdivision is subject to the following conditions: 1. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. 2. Collector and Arterial Roadway Traffic Impact Zone fees will be collected with the final plat. The fee will be based on the commercial rate of $3,600 per acre. Total due will be $3,600/acre x 1.76 acres = $6,336.00. All outstanding assessments must be paid prior to final plat. Remaining Trunk Highway 101/Lyman Boulevard assessments are approximately $3,004. 4. Storm water connection fees will be collected with the final plat. The fees are calculated based upon an area of 1.76 acres as indicated in the Site Plan. Water quality fees were calculated to be 1.76 acres multiplied by $19,730.00/acre. This is equal to $34,724.80. Water quantity fees were calculated to be 1.76 acres multiplied by $7,650.00/acre. This is equal to $13,464.00. A credit is applied to the water quality fee based upon the total acreage treated to NURP recommendations and any skimmer type structures installed. As the entire lot is to be treated in the NURP basin north of the site the credit is 1.76 acres multiplied by SCANNED one-half of the Water Quality fee, or 1.76 acres multiplied by $9,865.00/acre. This is a credit of $17,362.40. Based upon these calculations, $30,826.40 is due at the time the final plat is recorded. The City sidewalk is located on the property of this proposed development. This sidewalk will need to be covered by an easement for access and maintenance by the City. 6. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a site plan agreement with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will be required, including the MPCA, Carver County, and MnDOT. 7. The proposed storm sewer, draintile, and service connections within the property are private and must be maintained by the owner. 8. Revise the storm water calculations/plans so that they correlate. Runoff rates must be less than or equal to the rates approved with the Crossroads of Chanhassen subdivision. Provide explanation of volume calculations of ponding in turf area. Show size of areas on drainage maps.,, Passed and adopted by the Chanhassen City Council this 26's day of March, 2012. Clerk/Manager YES NO Furlong Ernst Laufenburger Tjornhom Thomas A. Furlong, Mayor ABSENT McDonald CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 02/13/2012 11:43 AM Receipt No. 00179888 CLERK: AshleyM PAYEE: MFRA Inc 14600 28th Ave S Ste 140 Minneapolis MN 55447 - Planning Case 12-02 ------------------------------------------------------- Use ---- --- ------------- Use & Variance 650.00 Total Cash Check 75460 Change 650.00 0.00 650.00 0.00 SCANNED PRIMROSE OF CHANHASSEN - PLANNING CASE 12-02 $300.00 Subdivision $620.00 Site Plan $300.00 Vacation $100.00 PUD Amendment $100.00 Recording Escrow (Vacation & Site Plan) $200.00 Notification Sign $1,620.00 TOTAL $970.00 Less Check No. 75374 from MFRA, Inc. $650.00 Less Check No. 75460 from MFRA, Inc. $0.00 Balance Owed SCANNED CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2012-02 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, March 6, 2012, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request to amend the existing standards of the Gateway of Chanhassen Planned Unit Development; Preliminary Plat to replat 6.15 acres into one lot and one outlot; and Site Plan Review for the construction of a daycare building (Primrose School of Chanhassen). Property is currently zoned Planned Unit Development (PUD) and is located southeast of Highway 212, north of Lyman Boulevard and west of Crossroads Boulevard (Outlot A, Crossroads of Chanhassen). Applicant: Children's Design Group. A plan showing the location of the proposal is available for public review on the City's web site at www.ci.chanhassen.mn.us/sgnL/plan/2012-02.html or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Sharmeen Al-Jaff, Senior Planner Email: saliaff(aa ci.chanhassen.mn.us Phone: 952-227-1134 (Publish in the Chanhassen Villager on February 23, 2012) SCANNED CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 05/31/2012 10:18 AM Receipt No. 00189268 CLERK: bethanya PAYEE: Kraus - Anderson Inc 4210 W Old Shakopee Road Bloomington MN 55437 - Primrose Sale Fees ------------------------------------------------------- Park Fees 22,000.00 Swamp Fees 30,826.40 Arterial Collector Fees 6,336.00 Total Cash Check 109310 Change 59,162.40 0.00 59,162.40 0.00 Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 10 of 15 2. SUBDIVISION "The City Council approves the preliminary and final plat for Planning Case 12-02 for Crossroads of Chanhassen 2"a Addition as shown in plans dated received February 3, 2012, and including the attached Findings of Fact and Recommendation, subject to the following conditions: 1. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. I. Tb ZZ) 6-0-V 2. Collector and Arterial Roadway Traffic Impact Zone fees will be collected with the final plat. The fee will be based on the commercial rate of $3,600 per acre. Total due will be $3,600/acre x 1.76 acres = $6,336.00. All outstanding assessments must be paid prior to final plat. Remaining Trunk Highway 101/Lyman Boulevard assessments are approximately $3,004. 4. Storm water connection fees will be collected with the final plat. The fees are calculated based upon an area of 1.76 acres as indicated in the Site Plan. Water quality fees were calculated to be 1.76 acres multiplied by $19,730.00/acre. This is equal to $34,724.80. Water quantity fees were calculated to be 1.76 acres multiplied by $7,650.00/acre. This is equal to $13,464.00. A credit is applied to the water quality fee based upon the total acreage treated to NURP recommendations and any skimmer type structures installed. As the entire lot is to be treated in the NURP basin north of the site the credit is 1.76 acres multiplied by one-half of the Water Quality fee, or 1.76 acres multiplied by $9,865.00/acre. This is a credit of $17,362.40. Based upon these calculations, $30,826.40 is due at the time the final plat is recorded. 5. The City sidewalk is located on the property of this proposed development. This sidewalk will need to be covered by an easement for access and maintenance by the City. 6. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a site plan agreement with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will be required, including the MPCA, Carver County, and MnDOT. 7. The proposed storm sewer, draintile, and service connections within the property are private and must be maintained by the owner. 8. Revise the storm water calculations/plans so that they correlate. Runoff rates must be less than or equal to the rates approved with the Crossroads of Chanhassen subdivision. Provide Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 11 of 15 explanation of volume calculations of ponding in turf area. Show size of areas on drainage maps.,, 3. SITE PLAN APPROVAL ..The City Council approves the site plan consisting of a 12,000 square -foot daycare (Building 4G), Planning Case 12-02 for Primrose School of Chanhassen as shown in plans dated received February 3, 2012, and including the attached Findings of Fact and Recommendation, subject to the following conditions: 1. All existing boulevard trees along the east property line must be protected during construction or replaced after construction. They shall be incorporated into the landscape plan. 2. Due to existing soil conditions that are mostly clay with an alkaline tendency, staff recommends that the red maple selection be changed to a sugar or freeman maple variety in order to insure long-term survivability. 3. Revise the storm water calculations/plans so that they correlate. Runoff rates must be less than or equal to the rates approved with the Crossroads of Chanhassen subdivision. Provide explanation of volume calculations of ponding in turf area. Show size of areas on drainage maps. 4. A permit is required from the appropriate agency for any offsite grading. Currently the plans show grading in the county right of way which would require a permit from Carver County. 5. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 6. A fence shall be installed above the proposed retaining wall in any area where the vertical separation exceeds 4' in height. 7. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 8. The additional sanitary sewer service which is not being utilized must be sealed at the mainline. 9. The proposed storm sewer, draintile, and service connections within the property are private and must be maintained by the owner. Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 12 of 15 10. Each new building is subject to sanitary sewer and water hookup charges. The 2012 trunk hookup charge is $2,107 for sanitary sewer and $5,717 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 11. A Stormwater Pollution Prevention Plan must be submitted to the City for review and approval. 12. Silt fence shall be standard machine sliced or heavy duty per Section 3886 of MnDOT Standards and Specification Manual for Construction in all areas with a positive gradient towards waters of the state. Chanhassen standard detail plates shall be included in the construction details of the plan set. These will include, at a minimum, Plate No. 3107, 5300, 5301, 5302 and 5302A. 13. Sheet C5.01 B shall include the specifics of stabilization for the disturbed areas adjacent to the pond including the pipe, inlet, outlet and ingress and egress. MnDOT seed mix 100 or 110 are unacceptable as permanent cover crops and must be changed to a seed mix more appropriate to duration and site conditions. Further, MnDOT and BWSR have compiled new seed mixtures and these shall be consulted. 14. The X -Grass areas are considered impervious and should be calculated as such. The table on Sheet No. C5.01 B shall be revised to indicate this. The line item POST - CONSTRUCTION WPERVIOUS shall read 1.28 ACf. This is the number that shall be used to calculate total hardcover on the entire Crossroads of Chanhassen PUD development. 15. Encroachment agreements are needed for any structure located in the drainage and utility easements. This includes but is not limited to the entrance monument, light poles, playground equipment, artificial turf, and fence, located in drainage and utility easements. 16. Upon completion, the applicant shall submit a set of "as -built' plans signed by a professional engineer. 17. All of the maintenance for landscaping, and irrigation within the City right of way must be maintained by the developer. 18. The applicant shall work with staff on minor plan modifications. 19. A wetland buffer 16.5 feet in width and a 30 -foot setback from the wetland buffer must be maintained around Wetland 1. Secondary structures are allowed to encroach up to 50% of the setback. Wetland buffer areas shall be preserved, surveyed and staked in Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 13 of 15 accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 20. Fire Marshal Conditions: a. " No parking, fire lane" signs will be required along with yellow painted curbing. Contact Chanhassen Fire Marshal for details. 21. Building Official Conditions: a. The building(s) are required to have automatic fire extinguishing systems. b. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. d. Fenced "play" areas must be provided with approved exiting systems. e. Detailed occupancy and accessibility related requirements will be addressed when complete building plans are submitted. f. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 22. All rooftop and ground equipment must be screened from views. 23. Approval of the site plan applications is contingent upon approval of the final plat and the PUD amendment — Planning Case 2012-01. 24. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. 25. Sign illumination and design shall comply with ordinance. 26. Approval of the site plan is contingent upon vacation of drainage and utility easement. 27. The fence may not exceed six and one-half feet in height. 28. The exterior material for the trash enclosure must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 14 of 15 29. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or manmade systems that discharge to a surface water" 4. VACATION "The City Council adopts a resolution approving the vacation of drainage and utility easements on Outlot A, Crossroads of Chanhassen as shown on the attached survey prepared by Westwood Professional Services, Inc." Site Plan Agreements must be prepared by our offices for recording; however, cost estimates for the improvements must be submitted to our offices before the agreement can be prepared. Please refer to the enclosed checklist which stipulates all of the submittal requirements for recording the final plat and associated documents. If you have any questions, please call me at (952) 227-1134 or e-mail me at Bali aff(d�ci. chanhassen.mn.us. Sincerely, Sharmeen Al-Jaff Senior Planner c: Joe Shamla, Project Engineer Jerry Mohn, Acting Building Official g:lplan\2012 planning cases12012-02 primrose schwixappmval lettaAm ITEMS REQUIRED FOR FINAL PLAT RECORDING The following items are required to be submitted for recording of the following plat and associated documents: CROSSROADS OF CHANHASSEN 2ND ADDITION C Two signed Final Plat Mylars ("Official Copy' and "Cit Co ') C Three V'= 200' scale paper copy of the final plat (for Carver County) C One, I"= 200' scale mylar reductions of the final plat C One, I"= 200' scale mylar reductions of the final plat (with street names and lot and block numbers only) C Mortgage Holder Consent to Plat C Quit Claim/Warranty deed (if deeding an outlot to the City) E SWMP Fee: $30,826.40 C Park Fee: $22,000.00 C Collector and Arterial Roadway Traffic Impact Zone fees: $6,336.00 E Digital copy of the final plat in Axf and .tif formats (.pdf compatible) in Carver County coordinates E Trail easement document The following must be done before the plat can be filed: E Current year property taxes must be paid in full and any delinquent property taxes or green acres taxes must also be paid. C A copy of the title commitment or deed must be provided if the developer has closed on the property recently since County records will not likely be updated. April 3, 2012 Mr. Mark Pavey Children's Design Group 1114 Eagles Creek Way Acworth, GA 30101 Mr. David Stalsberg Kraus -Anderson, Inc. 4210 West Old Shakopee Road Bloomington, MN 55437 Re: Chanhassen Gateway PUD Amendment; Preliminary & Final Plat for Crossroads of Chanhassen 2"d Addition; Site Plan Approval for Primrose of Chanhassen; and Vacation Drainage & Utility Easements Planning Case 2012-02 Dear Messrs. Pavey & Stalsberg: This letter is to formally notify you that on March 26, 2012, the Chanhassen City Council adopted the following four motions: 1. PLANNED UNIT DEVELOPMENT AMENDMENT "The City Council approves the Planned Unit Development amendment in the attached ordinance for Chanhassen Gateway clarifying building size as shown below (amendments are shown in bold), and including the attached Findings of Fact and Recommendation: CHANHASSEN GATEWAY PUD DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a MIXED USE PUD including a Neighborhood Commercial, office and Residential. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive development. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. The Neighborhood Business District regulations shall apply to Lots 1-3, Block 1 and Outlot A, Crossroads of Chanhassen , except as modified by this ordinance. The R-16 District regulations shall apply to Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 2 of 15 Outlot C, except as modified by this ordinance. Exhibit A, as revised herein to reflect the changes to the commercial portion, reflects the site layout and buildings as referenced herein. b. Permitted Uses The permitted uses in this zone should be limited to appropriate commercial and service uses consistent with meeting the daily needs of the neighborhood. The uses shall be limited to those as defined herein. If there is a question as to whether or not a use meets the definition, the Community Development Director shall make that interpretation. The type of uses to be provided on these lots shall be low intensity neighborhood oriented retail and service establishments to meet daily needs of residents. Commercial and office uses shall be limited to the area located south of Highway 212. Residential uses shall be located north of Highway 212 and along the western portion of the southern half. Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 3 of 15 • Small to medium-sized restaurant -not to exceed 8,000 square feet per building (no drive-thru windows except drive-thru windows are allowed for tenants whose primary use is the sale of coffee. The drive-thru lane shall be screened and the exterior wall of the drive-thru shall contain the same level of architectural detail as any other elevation visible by the public. • Banks with a drive-in service window • Office • Day care • Neighborhood scale commercial up to 8,000 square feet per tenant with the exception of building 4C. A tenant may occupy up to 10,000 square feet of said building and building 4G for a daycare to occupy 12,000 square feet. No individual service component of a retail building shall occupy more than 8,000 square feet of a building. The liquor store may not eeeupy mer -e than 0 of the total ama Of-btulding 4G. • Convenience store with or without gas pumps and car wash. • Specialty retail (Book Store, Jewelry, Sporting Goods Sale/Rental, Retail Sales, Retail Shops, Apparel Sales, etc.) • Personal Services (an establishment or place of business primarily engaged in providing individual services generally related to personal needs, such as a Tailor Shop, Shoe Repair, Self -Service Laundry, Laundry Pick-up Station, Dry Cleaning, Dance Studios, etc). • Residential High Density (8-16 units per net acre). The total number of units for the entire site may not exceed 150 units. C. Building Area • Commercial/Office — Not to exceed 75,000 square feet for the entire development • Maximum Commercial/Office lot usage is a Floor Area Ratio of 0.3 • Maximum office/commercial building area per tenant may not exceed 8,000 square feet • Maximum residential units may not exceed 150 units. d. Prohibited Ancillary Uses Drive-thru Windows except banks, coffee shops or pharmacies. Outdoor storage and display of merchandise such as propane, salt, window washer fluid, etc. except on the sidewalk surrounding the convenience store 4A. The outdoor display of merchandise shall not impede nor interfere with pedestrian traffic. e. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 4 of 15 Boundary Building/ Parking Setbacks (feet) Lyman Boulevard 20/20 Highway 101 North of Highway 312 50/50 Highway 101 South of Highway 312 20/20 Highway 312 50/50 Northerly Project Property Line 50/20 Westerly Project Property Line 50/20 Internal Project property lines 0/0 Internal Right -of -Way (Crossroads Boulevard) 20/20 Hard Surface Coverage -Residential 50% Commercial and Office Hard Surface Coverage 70% Maximum Commercial (Retail) Building/Structure Height 1 story Maximum Office Building/Structure Height 2 stories Maximum Residential Building/Structure Height h or 3 stories, whichever is less E Non -Residential Building Materials and Design There shall not be underdeveloped backsides of buildings. All elevations shall receive nearly equal treatment and visual qualities. Buildings and site design shall comply with design standards outlined in Article XXIII. General Supplemental Regulations, Division 7 of the Zoning Ordinance. g. Residential Standards Buildings and site design shall comply with design standards outlined in Article XXIII. General Supplemental Regulations, Division 9 of the Zoning Ordinance. 1. All units shall have access onto an interior private street. 2. A design palette shall be approved for the entire project. The palette shall include colors for siding, shakes, shutters, shingles, brick, stone, etc. 3. All foundation walls shall be screened by landscaping or retaining walls. h. Site Landscaping and Screening The intent of this section is to improve the appearance of vehicular use areas and property abutting public rights-of-way; to require buffering between different land uses; and to protect, preserve and promote the aesthetic appeal, character and value of the surrounding Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 5of15 neighborhoods; to promote public health and safety through the reduction of noise pollution, air pollution, visual pollution and glare. 1. The landscaping standards shall provide for screening for visual impacts associated with a given use, including but not limited to, truck loading areas, trash storage, parking lots, Large unadorned building massing, etc. 2. Each lot for development shall submit a separate landscaping plan as a part of the site plan review process. 3. All open spaces and non -parking lot surfaces, except for plaza areas, shall be landscaped, rockscaped, or covered with plantings and/or lawn material. Tree wells shall be included in pedestrian areas and plazas. 4. Undulating berms, north of Lyman Boulevard, north and south of Highway 312 and west of Highway 101 shall be sodded or seeded at the conclusion of grading and utility construction. The required buffer landscaping may be installed where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 5. Loading areas shall be screened from public right-of-ways. Wing walls may be required where deemed appropriate. 6. Native species shall be incorporated into site landscaping, whenever possible. i. Street Furnishings Benches, kiosks, trash receptacles, planters and other street furnishings should be of design and materials consistent with the character of the area. Wherever possible, street furnishings should be consolidated to avoid visual clutter and facilitate pedestrian movement. j. Signage The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment and the business's ability to attract sources of economic development and growth, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 6of15 a. Establish standards which permit businesses a reasonable and equitable opportunity to advertise their name and service; b. Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; c. Ensure that signs do not create safety hazards; d. Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; e. Preserve and protect property values; f Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; g. Limit temporary commercial signs and advertising displays which provide an opportunity for grand opening and occasional sales events while restricting signs which create continuous visual clutter and hazards at public right-of-way intersections. j.1. Project Identification Sign One project identification sign for the commercial portion of the development located at the entrance off of Highway 101. Project identification signs shall not exceed 80 square feet in sign display area nor be greater than eight feet in height. The sign shall be setback a minimum of 10 feet from the property line. As an alternative, the project identification sign may be located at the southeast comer of Lot 2, Block 1. If the sign is located in the right-of-way, an encroachment agreement must be obtained. Otherwise, the sign must maintain a 10 foot setback from property lines and may not exceed 24 square feet nor be higher than 5 feet. j.2. Monument Sign One monument sign shall be permitted at the entrance to the development off of Lake Susan Drive. One monument sign per lot shall be permitted for the commercial portion of the site. One multi -tenant sign shall be permitted at the entrance into the development off of Highway 101 and two signs off of Lyman Boulevard. These signs shall not exceed 24 square feet in sign display area nor be greater than 5 feet in height except Kwik Trip, located on Lot 1, Block 1, shall be permitted a 48 square -foot, 8 -foot high monument sign. These signs must comply with all ordinances pertaining to size and percent of sign Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 7 of 15 area dedicated to gas prices as well as any other applicable regulations. These signs shall be set back a minimum of 10 feet from the property line. j.3. Wall Signs a. The location of letters and logos shall be restricted to the approved building sign bands, the tops of which shall not extend above parapet height. The letters and logos shall be restricted to a maximum of 30 inches in height. All individual letters and logos comprising each sign shall be constructed of wood, metal, or translucent facing. b. Second story illuminated signs that can be viewed from neighborhoods outside the PUD site, are prohibited. c. Tenant signage shall consist of store identification only. Copy is restricted to the tenant's proper name and major product or service offered. Corporate logos, emblems and similar identifying devices are permitted provided they are confined within the signage band and do not occupy more than 15% of the sign area unless the logo is the sign. d. Wall signs are limited to two elevations per building. j.4. Festive Flags/Banners a. Flags and banners shall be permitted on approved standards attached to the building facade and on standards attached to pedestrian area lighting. b. Flags and banners shall be constructed of fabric or vinyl. c. Banners shall not contain advertising for individual users, businesses, services, or products. d. Flags and banners shall project from buildings a maximum of two feet. e. Flags and banners shall have a maximum area of 10 square feet. f. Flags and banners which are torn or excessively worn shall be removed at the request of the city. j.5. Building Directory a. In multi -tenant buildings, one building directory sign may be permitted. The directory sign shall not exceed eight square feet. Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 8 of 15 j.6 Directional Signs a. On -premises signs shall not be larger than four (4) square feet. The maximum height of the sign shall not exceed five (5) feet from the ground. The placement of directional signs on the property shall be so located such that the sign does not adversely affect adjacent properties (including site lines or confusion of adjoining ingress or egress) or the general appearance of the site from public rights-of-way. No more than four (4) signs shall be allowed per lot. The city council may allow additional signs in situations where access is confusing or traffic safety could be jeopardized. b. Off -premises signs shall be allowed only in situations where access is confusing and traffic safety could be jeopardized or traffic could be inappropriately routed through residential streets. The size of the sign shall be no larger than what is needed to effectively view the sign from the roadway and shall be approved by the city council. c. Bench signs are prohibited except at transit stops as authorized by the local transit authority. d. Signs and Graphics. Wherever possible, traffic control, directional and other public signs should be consolidated and grouped with other street fixtures and furnishings to reduce visual clutter and to facilitate vehicular and pedestrian movement. A system of directional signs should also be established to direct traffic within the commercial area and away from residential areas. j.7. Prohibited Signs • Pylon signs are prohibited. • Back lit awnings are prohibited. • Window Signs are prohibited except for company logo/symbol and not the name. Such logo shall not exceed 10% of a window area. • Menu Signs are prohibited. j.S. Sign Design and Permit Requirements a. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. b. All signs require a separate sign permit. Mr. Mark Pavey Mr. David Stalsberg April 3, 2012 Page 9 of 15 c. Wall business signs shall comply with the city's sign ordinance for the Neighborhood business district for determination of maximum sign area. Wall signs may be permitted on the "street" front and primary parking lot front of each building. k. Lighting Lighting for the interior of the development shall be consistent throughout the development. High pressure sodium vapor lamps or LED with decorative natural colored pole shall be used throughout the development parking lot area for lighting. Decorative, pedestrian scale lighting shall be used in plaza and sidewalk areas and may be used in parking lot areas. Parking lot light poles may not exceed 25 feet in height. 2. Light fixtures in areas other than parking lots should be kept to a pedestrian scale (12 to 18 feet). Street light fixtures should accommodate vertical banners for use in identifying the commercial area. 3. All light fixtures shall be shielded. Light level for site lighting shall be no more than %2 foot candle at the project perimeter property line. This does not apply to street lighting. 4. Lighting for parking areas shall minimize the use of lights on pole standards in the parking area. Rather, emphasis should be placed on building lights and poles located in close proximity to buildings. Non -Residential Parking 1. Parking shall be provided based on the shared use of parking areas whenever possible. Cross access easements and the joint use of parking facilities shall be protected by a recorded instrument acceptable to the city. The development shall be treated as an integrated shopping center and provide a minimum of one space per 200 square feet of commercial/retail area. The office/personal service component shall be treated as an integrated office building and provide 4.5 space per 1,000 square feet for the first 49,999 square feet, four per thousand square feet for the second 50,000 square feet, and 3.5 per thousand square feet thereafter. In. Residential Parking shall comply with city code requirements." vx`T KRAUS-ANDERSON REALTY COMPANY May 10, 2012 Sharmeen AI-Jaff, Senior Planner City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 Dear Sharmeen: 4210 West Old Shakopee Road Bloomington, MN 55437-2951 Office 952.881.8166 Fax 952.881.8114 www.krausanderson.com Kraus -Anderson has been informed that in order for the City of Chanhassen ("City") to grant final approval of the Chanhassen Gateway PUD Amendment, Preliminary and Final Plat for Crossroads of Chanhassen 2nd Addition ("Plat"), Site Plan approval for Primrose School Franchise Company ("Primrose") and issue a building permit, the City requires that the mylars of the Plat, signed by Kraus -Anderson and a check in payment of the park dedication fees, Collector and Arterial Roadway Traffic Impact Zone fees, assessments and taxes, and storm water connection fees be submitted to the City. As you know, this development is subject to Kraus -Anderson closing on the sale of the subject property to Primrose. If that sale did not occur, Kraus -Anderson would not develop and plat the property as is currently planned by Primrose. Therefore, payment of the fees and recording of the plat must only occur when and if the closing of the sale occurs. Accordingly, Kraus - Anderson is willing to comply with the City's requirements if the City will agree to the conditions: 1. The City either (a) agrees not cash or otherwise negotiate the check until such time as Kraus -Anderson has closed on the sale of the property to Primrose and submitted the Plat for recording or (b) agrees to refund the full amount of the fees paid by Kraus - Anderson within 30 days after the City receives written notice that the sale to Primrose has been cancelled and that the Plat will not be recorded; and 2. The mylars of the Plat will be signed by the City and delivered either to Kraus - Anderson, Kraus -Anderson's Surveyor, the Carver County Surveyor for signature or to Kraus -Anderson's designated Title Company to hold pending the closing of the sale to Primrose. The City agrees that it will not record the Plat in the office of the Carver County Recorder without Kraus -Anderson's prior approval. Sincerely, Michael Korsh Director of Real Estate Development EA k;Mf ra engineering surveying planning energy Letter of Transmittal TO: City of Chanhassen ADDRESS 7700 Market Boulevard - P.O. Box 147 CITY, STATE Chanhassen, MN. 55317 LP DATE Feb 13, 2012 JOB NO. 19063 PHASE 3002 ATTENTION Sharmeen AI-Jaff CLIENT Children's Design Group RE: Development Review Submittal WEARESENDING ❑Mail ❑UPS ®Messenger The following Items: ❑ Shop Drawings ❑ Prints ❑ Change Order ❑ Specifications ❑ Copy of Letter ❑ Plans ❑ Samples ® Application Check COPIES DATE REV. DESOUPTION 1 02/13/2012 Application Check—balance due (� THESE ARE TRANSMITTED as checked below: ❑ For Approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For Your Use ❑ Approved as noted ❑ Submit copies for distribution ® As Requested ❑ Returned for corrections ❑ Return corrected prints ❑ Review and comment ❑ PRINTS RETURNED AFTER LOAN TO US ❑ FORBIDS DUE ❑ REMARKS: COPYTO SIGNED Michael C. Brandt, P.E. /jenclosures are not as noted kindly notes us. CONSULTANT CONTACT LIST: DEVELOPER/OWNER CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA. 30101 CONTACT: MARK D. PAVEY PHONE: (334) 265-3050 FAX: (334) 265-3079 ARCHITECT CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA. 30101 CONTACT: MARK D. PAVEY PHONE: (334) 265-3050 FAX: (334) 265-3079 0 0 0 Site Development Plans for Primrose School of Chanhassen CIVIL ENGINEER MCCOMBS FRANK ROOS ASSOCIATES 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763-476-6010 FAX 763-476-8532 CONTACT: MIKE BRANDT PE SURVEYOR MCCOMBS FRANK ROOS ASSOCIATES 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763-476-6010 FAX 763-476-8532 CONTACT: MARCUS HAMPTON RLS LANDSCAPING MCCOMBS FRANK ROOS ASSOCIATES 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763-476-6010 FAX 763-476-8532 CONTACT: JIM KALKES RLA Chanhassen, Minnesota Presented by: Children's Design Group VICINITY MAP NO SCALE Rc+ yin w' f k Gc rre r-�"OA 5 —"SHEET INDEX Sheet Number Sheet Title C1.01 ::OVER SHEET C2.01 EXISTING CONDITIONS- DEMOLITION PLAN C3.01 SITE PLAN 04.01 GRADING PLAN C4.02 PLAYGROUND AREA CROSS SECTIONS C5.01 EROSION AND SEDIMENT CONTROL PLAN C5.02 EROSION AND SEDIMENT CONTROL DETAILS C6.01 UTILITY PLAN C7.01 PHOTOMETRIC PLAN C9.01 CONSTRUCTION DETAILS C9.02 CONSTRUCTION DETAILS 1-1.01 LANDSCAPE PLAN L1.02 SITE LANDSCAPE DETAILS L2.01 I SITE IRRIGATION PLAN knf ra englneeringsurveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephor- (763) 476.8532 facslmlle www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this plan, specificati `� report was prepared by me or under d ect supervision and that i am a duly lic s professional ENGINEER under t of the stat: of Minnesota. _ Michael RegistratL6;V.42661 Date: 10/12/2011 If ap&le, contact us fora wet signed copy of this pp^h is available upon request at MFRA, Inc., th. MN office. Summary Designed: MCB Drawn: ERW Approved:MCB Book/ Page: —/— Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS r :c Sheet Title COVER SHEET Ca4E.�i7 yi 1IL3 I7/L6/%1 mon x Sheet No. Revision C1.01 A Project No. CH119062 OK C D z < CO �o c r C D W It Im I I�IIII��I�III�IIII � -\\\\\ 1 I I I ISI 7111 11 II I I I I \\ `—_ III til I II I I III I\I \—__ — _ti \\\ r \\\ \ \ \\ IIIIIII IIIIIII 1111 �\\— % --- 9� 916 01 OU \/ —_— �_ _—___--_—_�� \;_—__—__�-- \ / _ — r79 \ /� 0076 7:: — --- I I ( 0\— — — — — _ m —\ IIIIIIIII ` �� \ o \o I I ►III►111 \ II �_//I /1 �.•'� u5 �/ \ \\------ ���(_�—� / / 1 w 1 \\ c� S�I. / 1 j I I I I I l_ 9lo _ REMOVE EXISTING— m DRIVEWAY ENTRANCE mm � _ am- DD 1>0 / \ u, � � ( IDD l� ' . DD DDS QQ DD DD DD \ �D \ ^DDD DD DD DD DD DD DD \ DD DD \ DD DIL-7— DD DD o DD \ \ \ \ \ \ \ — W 6 —U __1L 9? r UE UE UE —`— UE UE / J UE UE � d UE —.- U UE � EC ems, Uo \ I I m \ P\ o c UCc Iic° C .,c U0 UCC uC C \ C // \ X8.15 \ m RE:91&83 \ — \ m D D D D D D J D D D D D D D D \ v – RE. 923.65 IE:9CROSSROADS BOULEVARD \ / n I E:90&8 08.8 W E ILIO 9 IE:897.83 N,S / [E.-904.35 W RE. 919.83 10 RE:922.89 IE:893.01 N,S E91780 IE:915.08 NW IE:914.48 S IF -91&28 SE DD - – IE.913.03 NE po �- 0 LEGEND • FOUND MONUMENT — WATERMAIN ----- EASEMENT LINE 2 SET MONUMENT 00 G>--@ SANITARY SEWER -•-•-•- SETBACK LINE ❑ ELECTRIC METER @—»—® STORM SEWER RIGHT OF ACCESS LIGHT >>—Q FLARED END SECTION CONCRETE CURB K AIR CONDITIONER o-- UE --m ELECTRIC TRANSFORMER BUILDING LINE (--GUY ANCHOR TIP o- - UT --0 TELEPHONE PEDESTAL --------- BUILDING CANOPY a HANDICAP STALL GM �G ---9 GAS METER BITUMINOUS SURFACE tQ UTILITY POLE CW— OVERHEAD WIRE CONCRETE SURFACE ■ GUARD POST C— CHAIN LINK FENCE LANDSCAPE SURFACE • BOLLARD s— IRON FENCE SIGN x— WIRE FENCE4 v DECIDUOUSTREE o WOOD FENCE \\ CONIFEROUS TREE —SURVEY NOTES o. EXISTING CONDITIONS HAVE BEEN PROVIDED BY WESTWOOD PROFESSIONAL SERVICES INC. ALTA DATED 7/26/2011. — DESCRIPTION (.4zlQ) Lots 1 and 2, Block 1, CROSSROADS OF CHANHASSEN 2ND ADDITION, Carver County, Minnesota NORTH 0 20 40 mmmmomi SCALE IN FEET wnfra engineering surveying planning energy 14800 28t) Ave. N, Ste 140 PlymouUt, Minnesota 55447 17631476.6010 telephone C7631 476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification O `�J 7� 0& �o _`O� Summary Designed: MCB Drawn: ERW Approved: MCB Book/ Page: -/-- Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS Sheet Title EXISTING CONDITIONS - DEMOLITION PLAN Sheet No. Revision C2.01 A Project No. CH119063 17— r') n -< O:z C D Z Z < 00 .70 O D m o< D 0� �o — LEGENE PROPOSED EXISTING IL OL IL K _\ 1L K = Z \ 3 r �� / 1W ; O 0 K D \ D rn \ Z K to 61 (A d' / 7 •Y PJB' \t_ / sem° ° \ PROPERTY LIMIT —� CURB &GUTTER STANDARD DUTY TIP -OUT C&G ASPHALT PAVING EASEMENT ------ ------ BUILDING HEAVY DUTY _ i' RETAINING WALL 000000000 �� ASPHALT PAVING FENCE —o—o— WETLAND LIMITS TREELINE CONCRETE PAVING SAWCUT LINE yd SIGN PIPE BOLLARD NUMBER OF PARKING xx O STALLS PER ROW KEY NOTE O — DEVELOPMENT SUMMARY AREA LOT AREA 76,147 SF BUILDING AREA 12,000 SF PARKING AREA 22,592 SF LANDSCAPE AREA 1 618 SF HARD SURFACE AREA 39,261 SETBACKS PARKING BUILDING FRONT YARD 20 FEET 20 FEET REAR YARD 20 FEET 20 FEET SIDE YARD 20 FEET 20 FEET INTERIOR LOT LINE 0 FEET 0 FEET ZONING EXISTING ZONING PROPOSED ZONING PARKING ANALYSIS 1 STALL PER 6 CHILDREN PUD - CITY OF CHANHASSEN PUD - CITY OF CHANHASSEN 182 CHILDREN = 31 STALLS REQUIRED 48 STALLS PROVIDED CROSSROADS BOULEVARD — KEY NOTES A. BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLAN FOR DETAILS) B. B-612 CONCRETE CURB AND GUTTER C. B-618 CONCRETE CURB AND GUTTER D. HANDICAP SIGN W/ CONCRETE PIPE BOLLARD (SEE DETAIL C9.01) E. MONUMENT SIGN (SEE ARCHITECTURAL PLAN FOR DETAILS) F. LIGHT POLE (SEE LIGHTING PLAN FOR DETAILS) G. TRASH ENCLOSURE (SEE ARCHITECTURAL PLAN FOR DETAILS) H. FLAG POLE (SEE ARCHITECTURAL PLAN FOR DETAILS) I. PEDESTRIAN CURB RAMP J. XGRASSO PLAY ASTROTURF (SEE DETAIL C9.01) K. 18" CONCRETE MAINTENANCE STRIP (SEE DETAIL C9.02) L. MODULAR BLOCK RETAINING WALL (BY OTHERS) 10 VIVA WM, -MTkM HpWtDVFR- CA}s,vuA'tE9rr ? �EQK tlsto I) 4.wt, l0't = 121S1t'f, 4, .1401 Nti = tL 000 3 �iavwow0 � x,xx� SIRN W.KS LTr_ > X1X Xk �r 7, vtnlcooEl tmw) TO <<i GAIcJcAaLD. n � > DEVELOPMENT NOTES A. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. Yr B. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB iF9-BitElf'9Ptt?Re UNLESS OT NOTED. NOTED. prl✓6 14Afs It ?1'66', tur6reeAs 4a bL rfrsril. LST S^1+ Ort H '0: ,,'ee "t. t Cjc,!f ri 1 C. ALL AREAS ARE ROU NDEDTOTHENEARESTSQUARE FOOT. D. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. E. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. F. SEE ARCHITECTURAL PLANS FOR MONUMENT SIGN DETAILS G. SEE LIGHTING PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT POLE. H. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. I. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE ARE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS ISLE SHALL BE 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. J. "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. K. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO THE HIGH WATER LEVEL OF ALL PONDS L. SEE ARCHITECTURAL PLANS FOR ALL PLAYGROUND EQUIPMENT, FENCING AND SHADE STRUCTURES. SdL.H• 4/1 W� S 1 C'f r✓cf'vhS �i•StiS� �.9Grtj/Mo7v.�IrAf/Plax-e r/a wJ �F 09" COv/!� $�pr✓►i', l•s�diP1'�i'�'O rpt/. -�:✓cGr"Ckmr"if agfluo"e 74 ✓40$CI�eoi her it I( tL4,0K rrn drsf- ^ a? V� q,7 d V4;1 1 i5 e 9 Sr�►rnf . NORTH 0 20 40 SCALE IN FEET englneedngsurveying planning energy 14800 28th Ave. N, She 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (1631476.8532 facsimile www.mfre.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification OO I hereby certify that this plan, specificati ` report was prepared by me or under dect supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. _ Michael Registra*W. 42661 Date: 10/12/2011 If ap4ble, contact us fora wet signed copy of this plFl h is available upon request at MFRA, Inc., th, MN office. Summary Designed: MCB Drawn: ERw Approved: MCB Book / Page: - -/-- Phase:FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENT COMMENTS t/I,Pn1tr! f Sheet Title SITE PLAN Tvrw� - fx(K,A16 7,4.4 5o1l-.4,r34— 12,000 Q -.Do SIDEv/ArKS- 4,,-I�Lxf 9y62. M.S. - 535.111 Sas V-&rASS- 16903,.17 IMP TOTAL --5K53.9v Ftr TOT A4 371' Sheet No. Revision C3.01 A Project No. CH119063 OL IL `��K 916 I / _ "� z \ W f0 CT a 911 976 x z W 491J -�' _ - Wer r 71 Y 11 \ / / CO 21 \\ 2J 22_-- 114 - 111 111 1 -' 23. '\ \ v 1(\ N 3. 2 1� �0 _ \ °CO CD 111 '�t /,, It 822.45 22.45 \ o �, 23.8 23.8 \ 999 l I + + + +V • . \ �- mid \ \ + \`- + / / i� /OD tip,._ .�� \\ \ \\ \ p'„ \ \ / 9 �1V III ,I a III � I II \\ '1 1 1 0 o OI \ J \,1 0 I • N \ �!N ul- - _`P W/' ° \ 923 \ ,\ 22.90 I _ N , \ ° fA 2b0 .7 �22. 2 `Q \ u `1 I I I ° tf - LEGEND PROPERTY LIMIT CURB & GUTTER TIP -OUT C&G STORM SEWER DRAI NTI LE BUILDING RETAINING WALL FENCE WETLAND LIMITS TREELINE SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. SOIL BORINGS E 0 23%,5 023.72 23.72 2 2� .72 a °Oo Q {, 0 J 9 Ir 28 23.8 ° 23.8 a \ \ O1 19.8 2348 TCG 21.7 - \ - - - I I I I I I N \ \ Lid O m J N o O bre PRWROSE SCHOOL \� 22.85c/c \ 20. vv CHANHASSEN B 12,000 S.F. fA w , FFE=923.80 N Nom° w *4 JLA _ \ e f0 111 II/N �� - � \ h o TC to00 I I CA \ 1 22� '�0 �� 20.1 -o py-0 a 2-3-8III - 23.8 23.8 23.8 23.8 23.8 + y, l �� ,t om+' e �0 / I � I I I I I I ( ( \ 0039 . 9178 - - - 23.57J 23.72 23.72 1 23.72 23.72 2317223.72 ' 23.72 ° 23.72 773 6 / 67- / \ / / I I I I l �- - _ 0-0 O I B\ H/ / /11-�� 1\ i \-\ 1�11 - t1 -i•r` �I„\\ HI)F� IH // H. \ - - -- t- -- �a ''1 //� �• �.�/yYJ /ti \� \ \\_i 21.5 - y 21. ma (\ •p ry�� iII lI 1Il\ I I\\ -_-. -_ ---- =9-10 23 911 WY A 23.33 O ///k 14 / Z15 23.10 - \ 1 _ DD DD DD DD \ I DD D / DD --0� DD D \ l \ -----� \ \ 23.8 731 23.2 24 a 22 --924 UE 24 r U UE W S� U U UE d \ +\ \ \ \ \ _ o Fo uc T -UC '� I FO I I I 1 1 1- 1 UE \\ I--- 216 l i T m CH MATCH ♦��E� �y��1,1^ \ In UC UC FO ` �f]JTH� UC UC c�-uc� XISTING EXISTING �% / �c ro Fo F ro ?a .8 uc uc / - e RE 922:15 RE:9191573 \ �/ ���llll 8.15 .•'w \ _RF -91&53 • ��° l `' � D D D t �M D D D D D D D D D D �- D D D D D D D D D �- D D D PROPOSED EXISTING 962.5 X EOF XXX.X a 962.5 X ------ _-902 - S*5 1062.56 D jo�4'kn IE 990888W CROSSROADS BOULEVARD I IE897.83 NI RE922.89 ff:917.80 VV - GRADING NOTES A. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. B. ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08%(1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. C. THE CONTRACTOR IS CAUTIONED THAT "THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-02 TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA". THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1-800-252-1166). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. D. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. A ETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES THE E.SF CE , CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. F. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: COMPANY: PROFESSIONAL SERVICE INDUSTRIES INC. ADDRESS: 2401 PILOT KNOB ROAD SUITE 138 MENDOTA HEIGHTS MN PHONE: (651)646-8148 DATED: 08/23/2011 THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. G. THE CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION. H. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. I. REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS A TEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OW NER. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. M. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 4INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 4 INCHES. N. FINISHED GRADING SHALL BE COMPLETED, THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDINGADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN nRIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. O. TOLERANCES 1. THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION ATANY POINT WHERE MEASUREMENT IS MADE. 2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 'c RE 92315s E909.10 E F_'91114.35 IN 9::893.01 N,5 IRE.QuiI 3 40 IE915.08 IC -914.48 5 / SNW 111:913.29 5E E 111:913.03 NE 417 Ib I1.IQ y N I+ 1� I N O o� W I s 2i \ tf - LEGEND PROPERTY LIMIT CURB & GUTTER TIP -OUT C&G STORM SEWER DRAI NTI LE BUILDING RETAINING WALL FENCE WETLAND LIMITS TREELINE SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. SOIL BORINGS E 0 23%,5 023.72 23.72 2 2� .72 a °Oo Q {, 0 J 9 Ir 28 23.8 ° 23.8 a \ \ O1 19.8 2348 TCG 21.7 - \ - - - I I I I I I N \ \ Lid O m J N o O bre PRWROSE SCHOOL \� 22.85c/c \ 20. vv CHANHASSEN B 12,000 S.F. fA w , FFE=923.80 N Nom° w *4 JLA _ \ e f0 111 II/N �� - � \ h o TC to00 I I CA \ 1 22� '�0 �� 20.1 -o py-0 a 2-3-8III - 23.8 23.8 23.8 23.8 23.8 + y, l �� ,t om+' e �0 / I � I I I I I I ( ( \ 0039 . 9178 - - - 23.57J 23.72 23.72 1 23.72 23.72 2317223.72 ' 23.72 ° 23.72 773 6 / 67- / \ / / I I I I l �- - _ 0-0 O I B\ H/ / /11-�� 1\ i \-\ 1�11 - t1 -i•r` �I„\\ HI)F� IH // H. \ - - -- t- -- �a ''1 //� �• �.�/yYJ /ti \� \ \\_i 21.5 - y 21. ma (\ •p ry�� iII lI 1Il\ I I\\ -_-. -_ ---- =9-10 23 911 WY A 23.33 O ///k 14 / Z15 23.10 - \ 1 _ DD DD DD DD \ I DD D / DD --0� DD D \ l \ -----� \ \ 23.8 731 23.2 24 a 22 --924 UE 24 r U UE W S� U U UE d \ +\ \ \ \ \ _ o Fo uc T -UC '� I FO I I I 1 1 1- 1 UE \\ I--- 216 l i T m CH MATCH ♦��E� �y��1,1^ \ In UC UC FO ` �f]JTH� UC UC c�-uc� XISTING EXISTING �% / �c ro Fo F ro ?a .8 uc uc / - e RE 922:15 RE:9191573 \ �/ ���llll 8.15 .•'w \ _RF -91&53 • ��° l `' � D D D t �M D D D D D D D D D D �- D D D D D D D D D �- D D D PROPOSED EXISTING 962.5 X EOF XXX.X a 962.5 X ------ _-902 - S*5 1062.56 D jo�4'kn IE 990888W CROSSROADS BOULEVARD I IE897.83 NI RE922.89 ff:917.80 VV - GRADING NOTES A. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. B. ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08%(1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. C. THE CONTRACTOR IS CAUTIONED THAT "THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-02 TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA". THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1-800-252-1166). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. D. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. A ETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES THE E.SF CE , CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. F. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: COMPANY: PROFESSIONAL SERVICE INDUSTRIES INC. ADDRESS: 2401 PILOT KNOB ROAD SUITE 138 MENDOTA HEIGHTS MN PHONE: (651)646-8148 DATED: 08/23/2011 THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. G. THE CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION. H. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. I. REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS A TEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OW NER. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. M. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 4INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 4 INCHES. N. FINISHED GRADING SHALL BE COMPLETED, THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDINGADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN nRIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. O. TOLERANCES 1. THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION ATANY POINT WHERE MEASUREMENT IS MADE. 2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 'c RE 92315s E909.10 E F_'91114.35 IN 9::893.01 N,5 P. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALLTRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. Q. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL "SITE MAP". THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. THE CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. R. IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT REVIEW, DISCUSSION AND APPROVAL FROM THE PROJECT ENGINEER. S. THE CONTRACTOR SHALL RESEED OR REPLANT ANY AREAS ON WHICH THE ORIGINAL SEED HAS FAILED TO GERMINATE AS DIRECTED BY THE OWN ER'S ENGINEER. TO t4 926.91 NORTH 0 20 40 SCALE IN FEET tVnf ra engineering surveying planning energy 14800 28th Ave. N, Ste 140 Pymouth, Minnesota 5544 1763) 476.6010 telephor: 1763) 476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this plan, specificati ` report was prepared by me or under d' ect supervision and that i am a duly lic s professional ENGINEER under t of the statE of Minnesota. _ Michael Registrat,t»yi1pIJ.42661 Date: 10/12/2011 If ap ble, contact us fora wet signed copy of this pl is available upon request at MFRA, Inc., th, MN office. Summary Designed: MCB Drawn: I Approved: I Book / Page: --/-- Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS Scr Sheet Title GRADING PLAN Sheet No. Revision C4.01 A Project No. CH119063 IRE.QuiI 3 40 IE915.08 IC -914.48 5 / SNW 111:913.29 5E E 111:913.03 NE 417 P. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALLTRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. Q. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL "SITE MAP". THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. THE CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. R. IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT REVIEW, DISCUSSION AND APPROVAL FROM THE PROJECT ENGINEER. S. THE CONTRACTOR SHALL RESEED OR REPLANT ANY AREAS ON WHICH THE ORIGINAL SEED HAS FAILED TO GERMINATE AS DIRECTED BY THE OWN ER'S ENGINEER. TO t4 926.91 NORTH 0 20 40 SCALE IN FEET tVnf ra engineering surveying planning energy 14800 28th Ave. N, Ste 140 Pymouth, Minnesota 5544 1763) 476.6010 telephor: 1763) 476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this plan, specificati ` report was prepared by me or under d' ect supervision and that i am a duly lic s professional ENGINEER under t of the statE of Minnesota. _ Michael Registrat,t»yi1pIJ.42661 Date: 10/12/2011 If ap ble, contact us fora wet signed copy of this pl is available upon request at MFRA, Inc., th, MN office. Summary Designed: MCB Drawn: I Approved: I Book / Page: --/-- Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS Scr Sheet Title GRADING PLAN Sheet No. Revision C4.01 A Project No. CH119063 ORNAMENTAL FENCE (SEE DETAIL C9.01) 18" CONCRETE MAINTENANCE STRIP (SEE DETAIL C9.01) SEE XGRASS DETAIL C9.01 8" PERFORATED DRAINTILE COMPACTED STONE 3/4" MINUS STONE 6" DEPTH MINIMUM 2.0% f 1.75" XGRASS SOFFILL 2" SOFPAD — GEOTEXTILE FABRIC MIRIFI 180 N 5' CONCRETE SIDEWALK SEE XGRASS DETAIL C9.01 BUILDING WALL SECTION B -B 1" = 2.5' ORNAMENTAL FENCE (SEE DETAIL C9.01) 18" CONCRETE MAINTENANCE STRIP (SEE DETAIL C9.01) SEE XGRASS DETAIL C9.01 COMPACTED STONE 3/4" MINUS STONE 6" DEPTH MINIMUM 2.0 12" PERFORATED DRAINTILE GEOTEXTILE FABRIC MIRIFI 180 N f 1.75" XGRASS SOFFILL 2" SOFPAD 5' CONCRETE SIDEWALK SEE XGRASS DETAIL C9.01 BUILDING WALL anglneeringsurveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 01631476.6010 telepho'- 01631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification re'10 I hereby certify that this plan, specificati report was prepared by me or under d' ect supervision and that i am a duly lic s professional ENGINEER undert of the state of Minnesota. Michael 42661 Date: 10/12/2011 If appble"contact us for a wet signed copy of this plifN' h is available upon request at MFRA, Inc., th. MN office. Summary Designed: McB Drawn: ERW Approved: MCB Book/ Page: --/-- Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS Sheet Title PLAYGROUND AREA CROSS SECTIONS Sheet No. Revision C4.02 A Project No. CH119063 ILIL _____ \ \ \ \ \ \ 1W \ \ \ \ IL z S16n -- --- �r� D \ \ \ i "974 0 _ �..—.. —'���= �_ o� 911 �_, • �\ c L \ C-4 910 co� IL 44 \ cY . ° ■ ■SF■ ■ ■SF■ ■ �SFE ■ ■SF■SF■ \ J I♦ I a YI I �♦ 0 44z _ '0 (i a fff • - ,UG p�NI �. \ \ \ `\ -� \ \\ //�/ \ ` ���`�ff \ \\\\ F -- ♦ ♦ J r �' \TSF■�� ( \\�\�\�\'\\\ \ ��\ ���//� _ �1\\\ ����Ya\ n y \ \ ■..i \\ \ 1 -923 \ Co o IIry°q � DD - LEGEND CURB & GUTTER STORM SEWER DRAI NTI LE CONTOUR FENCE RIP RAP OVERFLOW ELEV SILT FENCE SOIL BORINGS mmm I■ v . ' .' w per. ,. � . i� � \ N ° 00-0 — �" ■Iv v_ / 6E-- >: ,} 1■---SF■ — rr�/N ■���SF■\� SF■ ■ ■SF■ ■,'■SF■ ■,SF■ ■ ■SF ■■SF■ ■ ■SF■ ■ rSFR 1SF■ ■JS�ML■ 3 ■SF■ ■ 6 / N\ �\Il -_ 9-10 \ 2 911 too —o. mk— OL_ no —0 _- — .a _.— nr -Lo.. — �� �- r0. ° too— •� � j ■.y�za D� DDDD ■SF■1■ �+�,. ■ ■ ■SF■ � ■ ■ ■SFD■ ■ ■SFkll I SE■ ■ ■SF■ "S/FE ■ ■SF■ ■ S Pp-- D \ Z 4 --�I Q - �' v22 24 .�1 ,9y _ ■ 21 1 ■SFNow \ v IP -1 Re:azris u W IE5 915.73 LXIS I INU 0— N —d 902--------902-- EOF XXX.X M ■ ■SF■ ■ ■SFM � ST -9 PA -10 INLET PROTECTION DEVICE 1 ® IP1 INLET PROTECTION DEVICE 2 ® IP2 TEMPORARY STONE 10.65 AC± CONSTRUCTION ENTRANCE IM TEMPORARY SEDIMENT BASIN TEMPORARY STORAGE AND PARKING AREA TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTLINED IN THE SWPPP) E s" x N TS - SEQUENCE OF CONSTRUCTION PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE -CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 5. CLEAR AND GRUB THE SITE. 6. BEGIN GRADING THE SITE. 7. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE II: 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE. 7. INSTALL INLET PROTECTION DEVICES. 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT - NOTE TO CONTRACTOR THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. AREA SUMMARY IN ACRES PAVEMENT AREA 10.78 AC± BUILDING AREA 10.27 AC± SEEDED AREA 10.65 AC± TOTAL DISTURBED 11.71 AC± PRE - CONSTRUCTION IMPERVIOUS 10.00 AC± POST -CONSTRUCTION IMPERVIOUS 1.06 AC± EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY SILT FENCE I LINEAR FEET 1890 CONSTRUCTION ENTRANCE I UNIT 11 INLET PROTECTION DEVICE (IP -1) I UNIT 14 INLET PROTECTION DEVICE (IP -2) I UNIT 13 * REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE 0 40 NOTES, LOCATION MAPS, AND STANDARD DETAILS SCALE IN FEET -SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE 11111111 NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE ht ?eco u-► tav r*TA INA engineedngsurveying planning energy 14800 28th Ave. N, Ste 14v Plymouth, Minnesota 5544: 07631476.6010 telephone [763) 476.8532 facsimile www.mtra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this plan, specificati \ report was prepared by me or under d' ect supervision and that i am a duly lic s professional ENGINEER under t of the stzt- of Minnesota. Michael Registra*W. 42661 Date: 10/12/2011 If ap bl , contact us for a wet signed copy of this p is available upon request at MFRA, Inc., th. MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: - -/-- Phase:FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS 56 6.0_� Sheet Title EROSION AND SEDIMENT CONTROL PLAN Sheet No. Revision C5.01 A Project No. CH119063 94rcre M20=4 FINISH GRADING NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE ht ?eco u-► tav r*TA INA engineedngsurveying planning energy 14800 28th Ave. N, Ste 14v Plymouth, Minnesota 5544: 07631476.6010 telephone [763) 476.8532 facsimile www.mtra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this plan, specificati \ report was prepared by me or under d' ect supervision and that i am a duly lic s professional ENGINEER under t of the stzt- of Minnesota. Michael Registra*W. 42661 Date: 10/12/2011 If ap bl , contact us for a wet signed copy of this p is available upon request at MFRA, Inc., th. MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: - -/-- Phase:FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS 56 6.0_� Sheet Title EROSION AND SEDIMENT CONTROL PLAN Sheet No. Revision C5.01 A Project No. CH119063 PICRA EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP" 1 0 `P. 1 _ ny�� .:a. _ • - , i 2 v 101 IT J Wyti LAKE CT.DAXOTA v a O " ! U .... a • rt _ w .r. L n yy ti. ,/' Gp• .t. •� o Lake Susan u 2� Cie •i• ' ' R • id �4+�L`E °r'13$GS `r- _ .,.. *' 4"8J CPN( g W J R23wN MTS e4 Rtce Marsh • l - t § 44113 p¢ S Lake 1 • p,.,,� i .ac ¢ eP DOVE CT. y, __ /^-� � ✓• � [T- r . %..: ..F � �...'"+�.__ 't• ., r,, ? ` `-'" .r "`.+ we .�- t s 1 T116N R23W SITE LOCATION MAP NOT TO SCALE CT. 1 CONSTRUCT 2' HIGH BERM WITH MAXIMUM SIDE SLOPE OF 4:1 t i * • v:f 10 � � , .r� �. a�14[ 'fit 'T:'.; _ �3 - USGS MAP NOT TO SCALE a 2" x 2" WOOD FILTER FABRIC (MIRAFI-ENVIRO POSTS 4.0' O.C. FENCE OR APPROVED EQUAL) MIN. 30" - MAX. 36" ABOVE GRADE O -'"ODIRECTION 2" TO 3" GRAVEL O ` S °SOL $G �O o OF DRAINAGE °Q�O oc, 'Pvo.,po0 �- BACKFILL 6" x 6" C)OO_ F �o _ _ TRENCH i C 0�� ° 00 4)?m W ��O ° o a > O i ENTRANCES SHALL BE INSPECTED FOLLOWING EACH UNNYvpVE� S m U DEERFOOT p.Ea REMOVAL AND REPLACEMENT OF THE GRAVEL AS 1 TR. NEEDED, TO KEEP THE ENTRANCE FREE FROM L.ahe Riley - ROCK ENTRANCE DRIVE NOT TO SCALE CONSTRUCT 2' HIGH BERM WITH MAXIMUM SIDE SLOPE OF 4:1 t i * • v:f 10 � � , .r� �. a�14[ 'fit 'T:'.; _ �3 - USGS MAP NOT TO SCALE a 2" x 2" WOOD FILTER FABRIC (MIRAFI-ENVIRO POSTS 4.0' O.C. FENCE OR APPROVED EQUAL) MIN. 30" - MAX. 36" ABOVE GRADE O -'"ODIRECTION 2" TO 3" GRAVEL O ` S °SOL $G �O o OF DRAINAGE °Q�O oc, 'Pvo.,po0 �- BACKFILL 6" x 6" C)OO_ F �o _ _ TRENCH i C 0�� ° 00 m o 0600-00 °OC10 ��O ° o a NOTE: THE ROCK ENTRANCES SHALL BE INSTALLED O PRIOR TO THE START OF ANY SITE WORK THE ROCK ENTRANCES SHALL BE INSPECTED FOLLOWING EACH RAINFALL. MAINTENANCE OF THE ROCK ENTRANCES\�EO SHALL INCLUDE A TOP DRESSING OF NEW GRAVEL, OR p.Ea REMOVAL AND REPLACEMENT OF THE GRAVEL AS NEEDED, TO KEEP THE ENTRANCE FREE FROM COLLECTED MUD. - ROCK ENTRANCE DRIVE NOT TO SCALE 5 MIN. TYP.) - X OOQ .Z 2" X 4" WOOD FR \ DROP INL / WITH GRAT ATTACH THE WOVEN WIRE FENCE TO EACH POST WITH THREE WIRE TIES OR OTHER FASTENERS (SEE NOTE 1) c E N UNDISTURBED SOIL - SILT FENCE DETAIL NOT TO SCALE SILT FENCE MATERIAL TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH THREE TIES SPACED AT 30" ON CENTER (SEE NOTE 1) SECURELY FASTEN OVERLAPPING ENDS OF SILT FENCE MATERIAL TO ADJACENT STAKES WITH THREE WIRE TIES OR OTHER WOVEN WIRE FASTENERS FENCE WITH SILT FENCE MATERIAL COVER EXTEND WIRE FENCE POSTS: 2 X 4 WOODEN STAKE FENCE: A MIN. OF 3" INTO WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH GROUND OPENING FABRIC: IN ACCORDANCE WITH EXTEND SILT FENCE ASTM D 6461 LATEST EDITION. MATERIAL A MIN. OF V-0" INTO GROUND 1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE (SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1" VERTICALLY APART. 2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED ACROSS TWO POSTS. 3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE. 4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT. - SILT FENCE INLET PROTECTION (I13-2) NOT TO SCALE E 0 i; J SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 12" MIN- 1 2'-0" MIN -� GROUND COMPACTED EMBANKMENT J 8'x 8' MIN OR AS MATERIAL (TYP.) REQUIRED TO CONTAIN WASTE 3:1 OR FLATTER CONCRETE SIDE SLOPES NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM 10 MIL THICK PLASTIC LINER. 3. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. 4. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, ATTHE WASHOUTAREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. S. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 6. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. 7. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BYTHE CITY. - CONCRETE WASHOUT AREA NOT TO SCALE MIRAFI F1O' ' ROAD DRAIN CASTING APPLICABILTY • NEENAH R-3067 • NEENAH R-3512 ROAD DRAIN INLET PROTECTION (IP -1) NOT TO SCALE iSEMBLY )X GENERAL EROSION NOTES: 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONS AND MFRA STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS AND/OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL X. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACTOR COMPLETE. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002 3. THE DESIGN SHOWN 15 BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN ALTA OR TOPOGRAPHIC SURVEY PREPARED BY DATED XX-XX-XXXX. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, THEY SHALL HAVE MADE, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. SEE ATTACHED SURVEY SHEETS. 4. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 5. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PLAN ESC PLAN THE STANDARD DETAILS THE PLAN NARRATIVE AND ITS APPENDICES, DICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORM WATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT ATTHE SITE DURING CONSTRUCTION. 7. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE SWPPP & PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, 15 APPROVED BY ALL AUTHORITIES, THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 8. CONTRACTOR SHALLCOMPLYWITH TRAINING REQUIREMENTS IN PARTIII.A.2 OF THE GENERAL PERMIT. 9. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 10. ESC PLAN MUST CLEARLY DELINEATE ALLSTATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 11. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESC PLANS SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE. 12. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 13. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING 15 ALLOWED ON SITE. 14. 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 WASHOUT LIQUIDS TO ENTER GROUND WATER 15 CONSIDERED AN IMPERMEABLE LINER. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE 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 ADJACENTTO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. 15. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 16. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 17. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 18. HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPGA REGULATIONS. 19. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIES UPSLOPE. 20. DISTURBED PORTIONS OF THE SITE N:HERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED, WITHIN 14 DAYS OF INACTIVITY. SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SEED MIXTURE NUMBER 100 OR 110 DEPENDING ON THE SEASON OF PLANTING ( SEE MN/DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3. 21. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER. 22. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF-SITE ORTO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 23. ON-SITE & OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMP'S. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS, 24. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. 25. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 26. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. 27. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. - MAINTENANCE NOTES: ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 2. TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART IV.D. OF THE GENERAL PERMIT). 3. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. THE CONTRACTOR MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUSTTAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICALACCESS CONSTRAINTS. THE CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVALAND STABILIZATION MUSTTAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. 4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL OFF-SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART IV.C.6 OF THE GENERAL PERMIT. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL ACCORDING TO PART II.B.5 OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION, AND A NOT HAS BEEN SUBMITTED TO THE MPCA. 6. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENTTO MINIMIZE OFF-SITE IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS). 7. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE INFILTRATION AREA AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA. engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 554x-' (763) 476.6010 telephone (763) 476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification O I hereby certify that this plan, specificati ` report was prepared by me or under dct supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. Michael C-MkaNdt Registrat*ffiW 42661 Date: 10/12/2011 If ap blew, contact us fora wet signed copy of this pl is available upon request at MFRA, Inc., th, MN office. Summary Designed: MCB Drawn: ERw Approved: MCB Book / Page: - -/-- Phase:FINAL Initial Issued: 10/12/2011 Revision History No.Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS Sheet Title EROSION AND SEDIMENT CONTROL DETAILS Sheet No. Revision C5e02 A Project No. CH119063 a tIL 1L om_ 1W it a �_` IL2r* y IL _tea to rr--D o D m IL 14-4 / \ o Z a� cocn vw � itzi / z 6" CLEANOUT \ t IE=918.85 6" CLEANOUT 4" DOWNSPOUT \ as \ (2)8"X4" RED CONNECTION a \ \ FVMI$4�L�l CoPERF IE=919.60 IE=920.02'X44 - 444 - 444 0- 444 - - ORA 4 X4 lq10"x8" WYE 8"X4"WYE ,•, TED �1 � 1;;516° � 141 ► -_ . 4"X4"WYEva4cttooNun a" O ,G IE=918.78 0 8"GO X4"WYE ` Q ° r� 6" CLEANOUT DUO LF4 4" DOWNSPOUT .o IE=916.22°R.. 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PVC ®3.0% v► RE= 18.75 Mw fit►� l�rd..� r.,r►P. -0:4 X4 WYE V 13.80 2" DOMESTIC % IE=912.46 S \ \ IE=910.52 N 6" CLEANOUT IE=917.78 m m,i, 4D C3 444 444 bDO � ,.vel 10 -X4 -WYE 4' DOWNSPOUT CONNECTION >�o-o-° IE -918.22 � e a 120X10" WYE IE=917.75 12"X4" W'YE �, � IE=917."4 '� 12 t1,►r lei,�" 6" SANITARY `r<<III o�'ti SERVICE 4 DOWNSPOUT r���5 DOWNSPOUT CONNECTION CONNECTION IE=917.25 00 11 3p6p� A� 0- p14C ® Opp w : .75% a 0 ~ 1.."X4"WYE DD HD T -(ADD D DD DD DD ►► ,- 1�►► ►►► 1,101,11,101,1 00 t VCO 0.75% ►► 120X WYE X4"WYE IE= 6.53 0 12"X4"WYE v DD DD DD D DD - CONNECT TO 6" - 45" END _ EXISTING " STUB QB8• • UE UE UE UE UE CONNECT TO tX4&TR4t I 1 o FO_ SEWER SERVICE IE=914.67 FTLD VERIFY) C; eE92275 v - 918.15 b�h� y D D V� v p ��• D/ Q -RE: IE:911.2 E E / IE: 908.8 W IE:897.83 N,S < CB -103 (27"0) RE=922.75 IE=916.27 N U1 UE UE ` � A \0 0 D D D D D CROSSROADS BOULEVARD D D D N v► / 161 LF - 12" HDPE O 0.75% 12"X4" WYE IE=915.85 - DD DD DD DD DD � Me►�, Iry�i1's a♦ UEUE I I I I I - Ea UC - UC - uFO = FO D. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CALLING GOPHER STATE ONE CALL AT 454-0002. E. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. F. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. G. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD. H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROLTHE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. N UE UE UE ----� UE F IC I I I FO FO UC UC uc RE:918.83 _915.77 D D D D D D RE. 923.15 IE:909.10 E IE. 904.35 W I RE E 919.83 I 897.01 KS IE -91508 NW IE:9r28 5 IE:91SE IE:911 603 NE DD I. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY: COMPANY: PROFESSIONAL SERVICE INDUSTRIES INC. ADDRESS: 2401 PILOT KNOB ROAD SUITE 138 MENDOTA HEIGHTS MN PHONE: (651)646-8148 DATED: 08/23/2011 J. THE CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT. K. PRIOR TO PLACEMENT OF AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. m FO FOFO UC C UC 10 Eo / NORTH 0 20 40 SCALE IN FEET LNnf ra englneedngsurveying planning energy 14800 28th Ave. N, Ste 140 Plymouth Minnesota 55447 1/63) 476.6010 telephoe (763) 476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this plan, specificati ` report was prepared by me or under d ct supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. Michael C "t Registraqtffilij 42661 Date: 10/12/2011 If appkble, contact us fora wet signed copy of this pl h is available upon request at MFRA, Inc., th, MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: - -/-- Phase:FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS Sheet Title UTILITY PLAN Sheet No. Revision C6.01 A Project No. CH119063 1E: 917.80 LEGEND - UTILITY CONSTRUCTION NOTES PROPOSED EXISTING A. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN CURB & GUTTER ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY STORM SEWER 0 DD ® THE CIT`( ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED SANITARY SEWER Com- HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS. FOF.:.EMAIN (SAN.) (>- I/ FY 0 --0 0 D D -� 1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY WATERMAIN-1-� �I� REQUIREMENTS. EASEMENT ------- -- -- DRAINTILE - ►►► - ►►► - - 000 1,00 - 2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH GAS LINE UG UG ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS ELECTRIC UE UE DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF UT UT ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC TELEPHONE ARE THE LIABILITY OF THE CONTRACTOR FENCE 3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING, STORM AND SANITARY) CROSSINGS. B. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPTAS MODIFIED HEREIN. 1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 2. ALL SANITARY SEWER TO BE PVC SDR -35, UNLESS NOTED OTHERWISE. �dy w np Pct 3. ALL WATERMAIN TO DUCTILE IRON - CLASS 52, WITH 7.5 FEET MINIMUM COVER. 4. ALL STORM SEWER PIPE TO BE REINFORCED CONCRETE PIPE WITH R-4 JOINTS, AND RUBBER GASKETS. 5. RIP RAP SHALL BE M n/DOT CLASS 3. C. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. D D D N v► / 161 LF - 12" HDPE O 0.75% 12"X4" WYE IE=915.85 - DD DD DD DD DD � Me►�, Iry�i1's a♦ UEUE I I I I I - Ea UC - UC - uFO = FO D. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CALLING GOPHER STATE ONE CALL AT 454-0002. E. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. F. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. G. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD. H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROLTHE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. N UE UE UE ----� UE F IC I I I FO FO UC UC uc RE:918.83 _915.77 D D D D D D RE. 923.15 IE:909.10 E IE. 904.35 W I RE E 919.83 I 897.01 KS IE -91508 NW IE:9r28 5 IE:91SE IE:911 603 NE DD I. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY: COMPANY: PROFESSIONAL SERVICE INDUSTRIES INC. ADDRESS: 2401 PILOT KNOB ROAD SUITE 138 MENDOTA HEIGHTS MN PHONE: (651)646-8148 DATED: 08/23/2011 J. THE CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT. K. PRIOR TO PLACEMENT OF AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. m FO FOFO UC C UC 10 Eo / NORTH 0 20 40 SCALE IN FEET LNnf ra englneedngsurveying planning energy 14800 28th Ave. N, Ste 140 Plymouth Minnesota 55447 1/63) 476.6010 telephoe (763) 476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this plan, specificati ` report was prepared by me or under d ct supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. Michael C "t Registraqtffilij 42661 Date: 10/12/2011 If appkble, contact us fora wet signed copy of this pl h is available upon request at MFRA, Inc., th, MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: - -/-- Phase:FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS Sheet Title UTILITY PLAN Sheet No. Revision C6.01 A Project No. CH119063 CROSSROAD-5,BOULEVAR® MUST BE THE FOLLOWING: LURNO Label Z 1 A T.a l I CalcType c,- Min Avg/Min Qty Symbol Label Arrangement Description 0.0 N.A. N.A. Lumens LLE o+ C�+ A SINGLE BRONZELITE 10502-80 LED -NW -4 (20' high) -1 0.850 91.7 2 B HACK—BACK BRONZELITE 10502-80 LED—NW—V (20' high) —1 0.850 1 91.3 2 C SINGLE BRONZELITE 10502-80 LED—NW-3 (14' high) —1 0.850 1 92.3 . o* �• o+ o• o+ o+ o+ o+ o+ o+ o+ o+ o+ o+ o+ o+ o+ o+ o' o+ o+ o+ o+ o< o< o+ o+ • p• - - O O O O O , r> t MAINTAINED LIGHT LEVELS USING FIXTURES SHOWN ON SCHEDULE FULL CUTOFF FIXTURES FIXTURES MUST BE THE FOLLOWING: LURNO Label Z 1 A T.a l I CalcType Avg 1 Maas Min Avg/Min Qty Symbol Label Arrangement Description 0.0 N.A. N.A. Lumens LLE Watts 4 A SINGLE BRONZELITE 10502-80 LED -NW -4 (20' high) -1 0.850 91.7 2 B HACK—BACK BRONZELITE 10502-80 LED—NW—V (20' high) —1 0.850 1 91.3 2 C SINGLE BRONZELITE 10502-80 LED—NW-3 (14' high) —1 0.850 1 92.3 ul Calcation Sumrar LURNO Label Z 1 A T.a l I CalcType Avg 1 Maas Min Avg/Min Max/Min ALL AREA Illuminance 0.89 1 6.8 0.0 N.A. N.A. Parking Stalls Only Illuminance 1.48 1 3.7 0.2 7.40 18.50 DISCLAIMUZ This lighting plan specifies luminaires supplied by ALD. Any deviation frau this plan or use of luninaires other than ALD products will require full submittal of fixture sample, drawings, and lighting plan to city, engineer and landscape architect for prior approval. These calculations are NOT valid for owner or city approval using any "non -ALD represented product" or fixtures not shown on this plan. Fixtures must be provided by ALD. Calculations have been performed with our best interpretation of the details given to us. Som differences between measured and calculated results may occur due to intolerances in calculation methods, testing procedures, coaponent performance, measurement techniques and field conditions such as voltage, temperature variations, lamp manufacturer variations, and other variables. Calculations do not take into consideration objects such as, but not limited to, trees, buildings, pavement, sidewalk, or cars. Calculation values represent horizontal (i.e. light meter facing straight up) illuninance FC levels (unless otherwise noted). If the real environment conditions do not match the input data, differences will occur between Treasured values and calculated values. ALD is not responsible for acquiring or interpreting any local lighting codes. These lighting calculations are not a substitute for independent engineering analysis by a professional engineer. �.`asrrer NbUNT HEIGHT LURNO Label Z 1 A 20 2 A 20 3 A 20 4 A 20 5 B 20 6 B 20 7 C 14 8 1 C 14 �emraclve :.eo NORTH 0 20 40 SCALE IN FEET • engineering surveying planning energy 14800 26th Ave. N, Ste 140 Plymouth, Minnesota 55447 V631476.6010 telephone V6311 476.8532 facsimile www.mtra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this plan, specificati ` report was prepared by me or under dect supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. Michael Registrat��.42661 Date: 10/12/2011 Hapble, contact us for a wet signed copy of this pl�li�li is available upon request at MERA, Inc., pith, MN office. Summary Designed: MCH Drawn: ERW Approved:MCB Book/ Page: Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENT COMMENTS Sheet Title PHOTOMETRIC PLAN Sheet No. Revision C7e01 A Project No. CH119063 SS -08 05/06 NO SCALE z z S-04 05/06 NO SCALE SURMOUNTABLE CONCRETE CURB AND GUTTER NEENAH R-3067 I 101 FRAME AND WITH TYPE DL, . O�-Q�yES EQUAL, DR OR VANE GRATE. / 6 NQ / NOTES: / SURMOUNTABLE CURB AND GUTTER TO B / 1. FORMED INTO A B618 TYPE \ / CURB AT CATCH BASIN CASTING. NEENAH R -3290—A OR R-3510 �0 10' MIN. TRANSITION EXPANSION JOINT DESIGN GUTTER LINE GRADE CASTING 2. WILL FIT CURB IF CATCH BASIN FALLS IN DRIVEWAY. CATCH BASIN TO BE DEPRESSED 3. 0.17' BELOW DESIGN GUTTER GRADE. 4• 10' MIN. TRANSITIO r TOP CURB EXPANSION JOINT 2 NO. 4 REBARS ON EACH SIDE OF CASTING 10 FOOT IN LENGTH 23' 10' TAPER LINE .2" x 2" PAINTED GREEN TIMBER AT END OF SERVICE Z a CATCH BASIN CASTING AND CURB DETAIL PAY LENGTH P.V.C. XX" P.V.C. BENDS, 1/8 OR 1/16 MINIMUM GRADE 1/4" PER F007 APPROVED WATERTIGHT PLUG WYE IN 10 O'CLOCK POSITION SEWER MAIN SANITARY SEWER SERVICE CONNECTION rKRA ombs Frank Roos Associates, Inc. u d S SS—o2 05/06 NO SCALE DUCTILE IRON THREADED PLUG FEMALE ADAPTOR 6" D.I.P. CLEANOUT STACK CONCRETE NOTE: SEE STORM SEWER STRUCTURE SCHEDULE FOR CASTING TYPE. 24'X 36" SLAB OPENING PROVIDE 27' DIAMETER OPENING IF ROUND CASTING TO BE PROVIDED. SEE STORM SEWER STRUCTURE SCHEDULE FOR DIMENSIONS FROM BACK OF CURB TO CENTER OF STRUCTURE. DIMENSION FROM BACK OF CURB TO CENTER OF PIPE. FOR A 24" GRATE OPENING. 4' DIA. M.H.-9' IN FROM BACK OF CURB 6' DIA. M.H.-3" BEHIND BACK OF CURB 8' DIA. M.H.-15' BEHIND BACK OF CURB FULL BED OF MORTAR BETWEEN, AND A 6" COLLAR ON THE OUTSIDE OF THE RINGS. MINIMUM OF 2, MAXIMUM OF 4 CONCRETE ADJUSTING RINGS. PRECAST REINFORCED CONCRETE SLAB THICKNESS: 6' FOR 42" TO 48' DIA. 8" FOR 54" TO 102' DIA. 12" FOR 108" TO 120" DIA. ALL JOINTS IN MANHOLE TO HAVE '0' RING RUBBER GASKETS. PRECAST CONCRETE MANHOLE SECTIONS. MANHOLE STEPS NEENAH R1981J OR EQUAL, 16" O.C.— ALUMINUM STEPS APPROVED. DOGHOUSES SHALL BE GROUTED ON BOTH THE OUTSIDE AND THE INSIDE. GROUT BOTTOM. MINIMUM SLAB THICKNESS 6" FOR 14' DEPTH. INCREASE THICKNESS 1' FOR EACH 4' OF DEPTH GREATER THAN 14' AND REINFORCE NTH 6"X6", 10/10 MESH. CATCH BASIN MANHOLE Y PLACE CASTING R-1976 OR APPFO';'ED EQUAL ON CLEANOUTS IN PAVED AREAS FINISHED GRADE 3" MINIMUM 45e LONG RADIUS BEND IVI FRA McCombs Frank Roos Associates, Inc. XX" (DIP OR PVC) WYE NOTE: CLEANOUT FITTINGS, INCLUDING THE WYE AND STACK SHALL BE DUCTILE IRON, ONLY IF THEY ARE PLACED IN PAVED AREAS. S-06 05/06 TYPICAL CLEANOUT DETAIL NO SCALE MFRA McCombs Frank Roos Associates, Inc. (kS1.d aces: Xtmdinary Service. XGrass SofFiIIT" ScfPadT" 2" PAD CFH=UP TO 8' COMPACTED STONE (3/4' MINUS STONE 6" DEEP) 24" STAKE GEOTEXTILE (OPTIONAL) COMPACTED,�QI� XGRASS 210 HOWELL DRIVE DALTON. GA 30721 TOLL FREE: 1-877-881-8477 www.xgrass.com ALTERNATIVE FASTENING NOTES: 1. CFH = CRITICAL FALL HEIGHT 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS. 4. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.comfinfo REFERENCE NUMBER 4272-002. XGrass® PLAY CROSS SECTION 4272-002 PROTECTED BY COPYRIGHT Z2011 CADdefailsmm LTD M a Q EXTENSIONS M Q M < > 8 -1/8 - MIDDLE SECTION 9-7/16" 7-3/4" � 7 N 8-1 L1` �I 17-1/4' NO. 6 ROUND BASE W-05 05/06 NO SCALE CURB RS )ARD REVISION DATE 11/0712011 www.CADdetails.com GATE VALVES UP THROUGH 12 INCHES IN SIZE SHALL BE IRON BODY, BRONZE MOUNTED, DOUBLE—DISC, PARALLEL SEAT TYPE VALVES CONFORMING TO THE REQUIREMENTS OF THE AWWA SPECIFICATIONS C-500 FOR WORKING PRESSURE OF 175 PSI. "0—RING" CONSTRUCTION SHALL BE USED THROUGHOUT. ALL VALVES SHALL CLOSE BY TURNING IN A CLOCKWISE DIRECTION. VALVE BOXES SHALL BE THREE PIECES, ADJUSTABLE, SCREW TYPE BOXES, TYPE 'F" (63"-85' EXTENSIONS) WTH A 5-1/4" SHAFT SIZE. BASE SIZES SHALL BE AS FOLLOWS: 6" AND 8" VALVES NO. 6 ROUND 10" AND 12" VALVES NO. 160 OVAL THE WORD "WATER" SHALL BE IMPRINTED ON EACH LID. VALVE BOXES TO BE SIMILAR TO MUELLER 10378, CLOW F -2d50 OR E-3002 OR EQUAL. VALVE BOX FINISHED GRADE DROP LID WATER TYLER 6860-6865 ADJUST TOP TO E � BELOW BIT. GRADE 2" 7-3/8" MUELLER H-10361 OR 1" BELOW 1 BIBBY B-5160 FINISHED BOULEVARD 4"'+}L'ir- GRADE, AND SHALL BE SET SO AS TO / PROVIDE 12" OF S 2 UPWARD / ADJUSTMENT. TYLER ^ ENTER VALVE BOX N0. 58, 59 & 60 OVER OPERATING NUT. MUELLER N0. 58 & 59 ATE VALVE— RESILIENT WEDGE BIBBY TYPE OR APPROVED NO. 57, 58, 59 & 60 EQUAL. EGALUG GATE VALVE BOXES ARE 3 PIECE, 5-1/4" SHAFT GATE VALVE AND BOX INSTALLATION 8" CONCRETE BLOCK MFRA McCombs Frank Roos Associates, Inc. engIneedngsulveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Mlnnesota 55447 (163) 476.6010 telephone (763) 476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this plan, specificati report was prepared by me or under d ect supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. Michael C—t RegistratM. 42661 Date: 10/12/2011 If ap�ble, contact us fora wet signed copy of this pl h is available upon request at MFRA, Inc., th, MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book/ Page: Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C9.01 A Project No. CH119063 RIBBED CHANEL RAIL U> 1 j'x 1 } X 1490. CO'O'K BUac 2 r x 1290. POST COLOR BUCK N ^ 3/4' x 1680. PICKET iN COLOR BLACK BX112 END BRACKET 2 N ENBEDOED GATE POSTS INTO CONCRETE FOOTING ORNAMENTAL FENCE RIBBED CHANEL RAIL 1 J'X 1 ] x 1490. COLOR BUCK 2 L' x 1290. POST COLOR BLACK HARDWARE: SGXSX25 COLOR BLACK [GATE 3/4' x 1690. PICKET COLOR BLACK Ua 3/4' x 14go. Lni1 GATE END N EMBEDDED GATE POSTS INTO CONCRETE FOOTING ORNAMENTAL GATE NO SCALE engIneedngsulveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Mlnnesota 55447 (163) 476.6010 telephone (763) 476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this plan, specificati report was prepared by me or under d ect supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. Michael C—t RegistratM. 42661 Date: 10/12/2011 If ap�ble, contact us fora wet signed copy of this pl h is available upon request at MFRA, Inc., th, MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book/ Page: Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C9.01 A Project No. CH119063 1/2' R 6' ra 1/2' R FT. M 2-1Z L� L O O — N .ZA MINIMUM OF 4' OF CLASS 5 SHALL BE PLACED BELOW THE CURB. C-01 A 06/06 NO SCALE M-02 REV. 10/08 NO SCALE 2 #4 REINFORCING RODS AT CATCH BASINS 20 FEET IN LENGTH, CENTERED ON THE STRUCTURE ENSURE POSITIVE DRAINAGE FROM _ SURFACE TOP OF MAINTENANCE STRIP SHALL BE 1" ABOVE FINISH GRADE - FENCE POST r #4 REBAR 3/4" DEEP CONTROL JOINT N 1/2' 3• R 1- KAUIUS 1/2 1 COMPACTED �3 SUBGRADE N� SLOPE 3/4° P FT. 18" I2' 12. _ SECTION O POST CONTROL JOINT CUT TO 3/4" RI I DEPTH AT EACH POST 12" 2 #4 REINFORCING RODS AT CATCH BASINS 20 FEET IN LENGTH, CENTERED ON THE STRUCTURE B612 CONCRETE CURB AND GUTTER NOTE: ANY SIGN FREE STANDING IN ASPHALT PARKING LOT SHALL BE MOUNTED AS SHOWN. 0 ri PAVING —% GRANULAR BASE CONCRETE PARKING VEHICLE o REQUIRED 0 UP TO $200 FINE FOR VIOLATION STANDARD MNDOT SIGN NO. R7.8A 4" x 4" STEEL TUBE (SEE SIGN DETAILS THIS SHEET) 6"0 SCH. 40 STEEL PIPE -FILL NTH CONC. ONE WRAP OF #30 ROOFING FELT IFEIIF III, II M 1.5' ACCESSIBLE PARKING SIGN MFRA! "McCombs Frank Roos Associates, Inc. FRA McCombs Frank Roos Associates, Inc. #4 REBAR 18" CONCRETE MAINTENANCE STRIP FRA McCombs Frank Roos NO SCALE Associates, lnc. STANDARD DUTY PAVEMENT HEAVY DUTY PAVEMENT CONCRETE PAVEMENT 1.5" BITUMINOUS WEAR COURSE, MN/DOT LVWE 45035 B• 2.5' BITUMINOUS BASE COURSE, MN/DOT LVNW 35035 B• 9' CLASS 5 OR CLASS 7 (100% CRUSHED) AGGREGATE BASE, MN/DOT 3138• 12" COMPACTED APPROVED SUBGRADE 1.5" BITUMINOUS WEAR COURSE, MN/DOT LVWE 45035 B• 2.5' BITUMINOUS BASE COURSE, MN/DOT LVNW 35035 B• 9" CLASS 5 OR CLASS 7 (100% CRUSHED) AGGREGATE BASE, MN/DOT 3138; 12" COMPACTED APPROVED SUBGRADE 7" CONCRETE - 4,000 PSI 8" CLASS 5 OR CLASS 7 (100% CRUSHED) AGGREGATE BASE, MN/DOT 3138' 12" COMPACTED APPROVED SUBGRADE 1. THE PAVEMENT SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT "STANDARD SPECIFICATION FOR CONSTRUCTION", AND ALSO THE REQUIREMENTS OF THE OWNER'S SOIL ENGINEER. 2. ALL THICKNESSES, AS SPECIFIED, ARE TO BE CONSIDERED MINIMUM DEPTHS, AFTER COMPACTION. 3. MN/DOT SPEC. 2357 BITUMINOUS TACK COAT SHALL BE PLACED BETWEEN SUCCESSIVE BITUMINOUS LIFTS AND AGAINST ABUTTING CONCRETE CURB EDGES. 4. RECYCLED BITUMINOUS WEAR COURSE MIX WILL NOT BE ALLOWED STRT-04 11/08 PAVEMENT SECTIONS NO SCALE vmmccombs Frank Roos Associates, Inc. 1'-0" SEALANT JOINT W/ BACKER ROD - 5'-0" 2% SLOB 4" CONCRETE W/ FINISH (TYP) 4" SAND BASE a d B6 -XX CONC. CURB & GUTTER C-13 CONCRETE SIDEWALK IVhFRA 06/06 SECTION BEHIND CURB & GUTTER McCombs Frank Roos NO SCALE Associates, Inc. C-14 05/06 NO SCALE 5' MIN. WIDTH 4" P.C. CON RETE* 2.0% 4" SAND SECTION "A—A" GENERAL NOTES FOR CONCRETE CONSTRUCTION• THE CONCRETE SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF MN/DOT 'STANDARD SPECIFICATIONS FOR CONSTRUCTION". SIDEWALK CONTROL JOINTS SHALL BE LOCATED AT 5 FEET ON CENTER. SIDEWALK EXPANSION JOINTS SHALL BE LOCATED AT A MAXIMUM OF 100 FEET ON CENTER, AND WHERE SIDEWALK ABUTS CURB, STRUCTURES, AND OTHER FIXED OBJECTS. SEAL ALL EXPANSION JOINTS. BROOM FINISH SHALL BE PERPENDICULAR TO THE LINE OF TRAFFIC. *THE THICKNESS SHALL BE INCREASED TO A MINIMUM DEPTH OF INCHES AT DRIVEWAY CROSSINGS. CONCRETE SIDEWALK DETAIL TVI FRA `McCombs Frank Roos Associates, Inc. infra engInearing surveying planning energy 14800 28M Ave. N, Ste 140 Plymouth, Minnesota 55447 (/63) 476,6010 telephon* (/63) 476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification 0 I hereby certify that this plan, specificati ` report was prepared by me or under dct supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. _ Michael C t Registrat4fM.42661 Date: 10/12/2011 If ap&ble, contact us for a wet signed copy of this pl h Is available upon request at MFRA, Inc., th, MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book/ Page: — /-- Phase:FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C9.02 A Project No. CH119063 I� °.° ,.� KEY BOTANICAL NAME COMMON NAME SIZE ROOT QTY. DECIDUOUS TREES HIGHLAND SOD �- ROADSIDE TURFGRASS MIX titi MNDOT 260 SEED MIX( * * ++++ ALL AREAS DISTURBED BY CONSTRUCTION NOT FORTIFIED WITH FORBES .. • , , (] - 6 v Gleditsio triocanthos SHADEMASTER HONEYLOCUST 3" BB s NG DETAIL L-1.02 PERIOD. var. inermis 'Shodemaster' L1 E], XGRASS SEE DETAIL SHEET C9.02 (TYP.) 17. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE 3. L) FRIABLE LOAM CONTAINING A LIBERAL AMOUNT OF HUMUS AND CAPABLE WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH • a b. -___ Cj � ° ARD 0 U �� LQH (IYP _-.._- 4. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS 2 PLA1 DETAIL _ • ll,; ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 5. _ rt NURSERY STOCK," ANSI -Z60, LATEST EDITION, OF THE AMERICAN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM BY ROTOTILLING IT INTO THE TOP 12" OF SOIL. H ARDWOOD MULCH (TYP. 0 BL r titi , Acer rubrum 'Olson' NORTHFIRE MAPLE BLACK METAL EDGING (YP.) BB 9 IFF, GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING WITH 4' HT. ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED LABOR AND PLANTS. o_ w 19. SAD-, L. - DD 1 SITE LANDSCAPE PLAN 1.0 LANDSCAPE LEGEND KEY BOTANICAL NAME COMMON NAME SIZE ROOT QTY. DECIDUOUS TREES HIGHLAND SOD ++++ ROADSIDE TURFGRASS MIX MNDOT 260 * * ++++ ALL AREAS DISTURBED BY CONSTRUCTION NOT FORTIFIED WITH FORBES x HL 0 Gleditsio triocanthos SHADEMASTER HONEYLOCUST 3" BB 5 0 0 PERIOD. var. inermis 'Shodemaster' ALL REQUIREMENTS SPECIFIED. 17. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE 3. L) FRIABLE LOAM CONTAINING A LIBERAL AMOUNT OF HUMUS AND CAPABLE WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH INSTALLATION. MN/DOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE 4. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS WEEDS, APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 5. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR 10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN NURSERY STOCK," ANSI -Z60, LATEST EDITION, OF THE AMERICAN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM BY ROTOTILLING IT INTO THE TOP 12" OF SOIL. 0 BL ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASON Acer rubrum 'Olson' NORTHFIRE MAPLE 3" BB 9 Z GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING WITH 4' HT. ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED LABOR AND PLANTS. o_ w 19. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS 7. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS PRIOR TO PLANNED DELIVERY. THE CONTRACTOR SHALL NOTIFY THE 0 LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND PLANT INSTALLATION. u� 20. SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR T SHALL APPROVE THE STAKING LOCATION OF ALL LANDSCAPE ARCHITECT MAY ELECT TO PLANT IN OFF-SEASONS ENTIRELY AT HIS/HER RISK. PLANT MATERIALS PRIOR TO INSTALLATION. HB ele� (� i Celtis occidentalis HACKBERRY 3" BE 4 ~ APRIL 1 -JUNE 1; AUG. 21 -OCT. 1 EVERGREEN B&B: APRIL 1 -MAY 15; WEEDS OR OTHER DELETERIOUS MATERIAL, IN ALL MASS PLANTING BEDS AUG. 21 -SEPT. 15 TURF/LAWN SEEDING: APRIL 1 -JUNE 1; JULY 20 -SEPT. AND FOR TREES, UNLESS INDICATED AS ROCK MULCH ON DRAWINGS. ORNAMENTAL TREES 20 NATIVE MIX SEEDING: APRIL 15 -JULY 20; SEPT. 20 -OCT. 20 SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON-SITE 21. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE FOR APPROVAL. DELIVER MULCH ON DAY OF INSTALLATION. USE 4" FOR RB Betula nigra RIVER BIRCH 1.5" BB OTHERWISE DIRECTED. INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE 10. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, DISCREPANCIES EXIST. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE 0 CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RE -SETTING PLANTING NOTES AND GENERAL NOTES. PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND SB Syringo reticulata JAPANESE TREE LILAC 1.5" BB 3 0 RESPONSIBLE FOR KEEPING THE TREES PLUMB THOUGHOUT THE 12. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE GUARANTEE PERIOD. ALLOWED. C;> ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR 13. THE CONTRACTOR SHALL KEEP PAVEMENTS, PLANTERS AND BUILDINGS TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED CLEAN AND UNSTAINED. ALL PEDESTRIAN AND VEHICLE ACCESS TO BE FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, MAINTANED THROUGHOUT CONSTRUCTION PERIOD. ALL WASTES SHALL BE QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND PROMPTLY REMOVED FROM THE SITE. ANY PLANT STOCK NOT PLANTED SS 0 Malus x 'Spring Snow' SPRING SNOW CRABAPPLE 1.5" BB 3 V) Z EVERGREEN TREES REJECTED. ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAVED AT WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH THE CONTRACTOR'S EXPENSE. AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING BH THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL Picea glauca var. Densato BLACK HILLS SPRUCE 6' BB - ARRANGEMENTS FOR WATER. 15. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE 24. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL AT ow 454-0002 (TWIN CITIES METRO AREA) OR 800-252-1166 (GREATER 25. ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 4" TOP MINNESOTA) 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE of RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO OBTAINED. SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO 26. 0 CB FACILITATE PLANT RELOCATION. Picea pungens COLORADO BLUE SPRUCE 6' BB - J 114//i SID Pinus niagra AUSTRIAN PINE 6' BB On QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. x 0 20 40 60 SCALE 1" = 20' SEED MIX LEGEND SYM. TYPE SEED MIX SOD HIGHLAND SOD ++++ ROADSIDE TURFGRASS MIX MNDOT 260 * * ++++ ALL AREAS DISTURBED BY CONSTRUCTION NOT FORTIFIED WITH FORBES DISEASE AND BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INTENDED TO BE SODDED, OR RETENTION BASINS AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE NOTES: 1. SHREDDED BARK MULCH TYPICAL IN ALL SHRUB AND GROUND COVER AREAS. MULCH TO COMPLY WITH MNDOT TYPE 5 OR 6 MULCH SPECIFICATION. 2. ALL SOD AND LANDSCAPED AREAS TO BE IRRIGATED, SEE SHEET L2.01 FOR MORE INFORMATION. engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (763)476.6010 telephor: (7631476.8532 facsimile www,mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification �O I hereby certify that this survey, plan or r ras prepared by me or under my direct s vI n and that I am a duly Licensed LAND ARCHITECT under the laws of t of Minnesota. _ JAMES A. Registra ' .45071 Date: 09/12/2011 This ific ion is not valid unless wet signed in blue in licable, contact us for a wet signed copy of 111 IllipifA*vey which is available upon request at MFRA, Summary Designed: Mcs Drawn: ERw Approved: MCB Book / Page: - -/-- Phase:FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS Sheet Title SITE LANDSCAPE PLAN Sheet No. Revision L1.01 A Project No. CH119063 PLANTING NOTES 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY DISEASE AND BE CONTAINER GROWN OR BALLED AND BURLAPPED AS AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE INDICATED IN THE LANDSCAPE LEGEND. SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY 2. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET PERIOD. ALL REQUIREMENTS SPECIFIED. 17. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE 3. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS FRIABLE LOAM CONTAINING A LIBERAL AMOUNT OF HUMUS AND CAPABLE WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH INSTALLATION. MN/DOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE 4. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS WEEDS, APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 5. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR 10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN NURSERY STOCK," ANSI -Z60, LATEST EDITION, OF THE AMERICAN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM BY ROTOTILLING IT INTO THE TOP 12" OF SOIL. QUALITY REQUIREMENTS FOR PLANT MATERIALS. 18. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASON 6. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE DRIP LINE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING WITH 4' HT. ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED LABOR AND PLANTS. BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING. 19. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS 7. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS PRIOR TO PLANNED DELIVERY. THE CONTRACTOR SHALL NOTIFY THE SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND PLANT INSTALLATION. ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE 20. SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR T SHALL APPROVE THE STAKING LOCATION OF ALL LANDSCAPE ARCHITECT MAY ELECT TO PLANT IN OFF-SEASONS ENTIRELY AT HIS/HER RISK. PLANT MATERIALS PRIOR TO INSTALLATION. DECIDUOUS POTTED PLANTS: APRIL 1 -JUNE 1; AUG. 21-NOV. 1 DECIDUOUS 8. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. B&B: APRIL 1 -JUNE 1; AUG. 21-NOV. 1 EVERGREEN POTTED PLANTS: 9. MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS APRIL 1 -JUNE 1; AUG. 21 -OCT. 1 EVERGREEN B&B: APRIL 1 -MAY 15; WEEDS OR OTHER DELETERIOUS MATERIAL, IN ALL MASS PLANTING BEDS AUG. 21 -SEPT. 15 TURF/LAWN SEEDING: APRIL 1 -JUNE 1; JULY 20 -SEPT. AND FOR TREES, UNLESS INDICATED AS ROCK MULCH ON DRAWINGS. 20 NATIVE MIX SEEDING: APRIL 15 -JULY 20; SEPT. 20 -OCT. 20 SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON-SITE 21. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE FOR APPROVAL. DELIVER MULCH ON DAY OF INSTALLATION. USE 4" FOR WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND SHRUB BEDS, AND 3" FOR PERENNIAL/GROUND COVER BEDS, UNLESS MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, OTHERWISE DIRECTED. INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE 10. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, DISCREPANCIES EXIST. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RE -SETTING PLANTING NOTES AND GENERAL NOTES. PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE VERIFY ALL QUANTITIES SHOWN ON THE LANDSCAPE LEGEND. RESPONSIBLE FOR KEEPING THE TREES PLUMB THOUGHOUT THE 12. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE GUARANTEE PERIOD. ALLOWED. 22. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR 13. THE CONTRACTOR SHALL KEEP PAVEMENTS, PLANTERS AND BUILDINGS TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED CLEAN AND UNSTAINED. ALL PEDESTRIAN AND VEHICLE ACCESS TO BE FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, MAINTANED THROUGHOUT CONSTRUCTION PERIOD. ALL WASTES SHALL BE QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND PROMPTLY REMOVED FROM THE SITE. ANY PLANT STOCK NOT PLANTED SPECIFICATIONS. ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL 23. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE WATER ALL PLANTS ONCE A WEEK. IN EXTREMELY HOT, DRY WEATHER, REJECTED. ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAVED AT WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH THE CONTRACTOR'S EXPENSE. AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. ARRANGEMENTS FOR WATER. 15. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE 24. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL AT INSPECTION. 454-0002 (TWIN CITIES METRO AREA) OR 800-252-1166 (GREATER 25. ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 4" TOP MINNESOTA) 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO OBTAINED. SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO 26. ALL DISTURBED AREAS TO RECEIVE NATIVE WETLAND SEEDED, ARE TO FACILITATE PLANT RELOCATION. RECEIVE ENGINEERED SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY 16. USE ANTI -DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS STAND OF GRASS IS OBTAINED. engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (763)476.6010 telephor: (7631476.8532 facsimile www,mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification �O I hereby certify that this survey, plan or r ras prepared by me or under my direct s vI n and that I am a duly Licensed LAND ARCHITECT under the laws of t of Minnesota. _ JAMES A. Registra ' .45071 Date: 09/12/2011 This ific ion is not valid unless wet signed in blue in licable, contact us for a wet signed copy of 111 IllipifA*vey which is available upon request at MFRA, Summary Designed: Mcs Drawn: ERw Approved: MCB Book / Page: - -/-- Phase:FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS Sheet Title SITE LANDSCAPE PLAN Sheet No. Revision L1.01 A Project No. CH119063 0 1 MAIN ENTRANCE PLAN o 1.0 i >_- _ , _...... DBB NN 12 VV ®I 10 20 30 SCALE 1" = 10' 77 NORTH 2 MAIN ENTRANCE PLAN 1.0 0 10 20 30 a�w�� (t SCALE 1" = 10' NORTH 923 �I Vii,_► ��>_����_���� �� ��� I �LdJ'►7� �� .. i * - ��► �t t Vii- " moi_ ` .1 '�„ �� ��`, © ~ * � w�� �!- �C r � it „ . �. ,� ,• ®� � �� 711111 ��11 r +� �� l i`•�i�\� �e".�i1I�i „ I - - ,IIID • - • 1\ Lic Wft IA- . _ \�► • 3 EAST SIDE LANDSCAPE PLAN 1.02) � 14 4 MAIN ENTRANCE PLAN o 10 20 L1.0 SCALE 1" = 10' r. r � J 1. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR NOTE: GUY ASSEMBLY OPTIONAL TO PLANTING BUT CONTRACTOR ASSUMES FULL 2. TRIM OUT DEAD WOOD AND WEAK AND/OR RESPONSIBILITY FOR MAINTAINING TREE PLAN PANT DO NOT CUT A LEADER. RQ OURAT10NIN A MOFPOSITION FOR THE THE GUARANTEE PERIOD NQI \-3. SET PLANT ON UNDISTURBED NATIVE SOIL OR GUY ASSEMBLY— 16" POLYPROPYLENE \ 8" 2—PLY NYLON STRAPS THOROUGHLY COMPACTED BACKFILL SOIL. OR POLYETHYLENE (40 MIL) 1-1/2" .F====-- ---- INSTALL PLANT SO THE ROOT FLARE IS AT OR WIDE STRAP (TYP) DOUBLE STRAND 10 t•" �� DOUBLE STRAND 12 GAUGE WARE UP TO 2" ABOVE THE FINISHED GRADE. GA WIRE, 2-7" ROLLED STEEL POSTS PAINTED FLUORESCENT ORANGE 4. PLACE PLANT IN PLANTING HOLE WITH BURLAP (MnDOT 3401) O 180' O.C. (SEE WHITE FLAGGING (TYP.) AND WIRE BASKET, (IF USED), INTACT. BACKFILL STAKING DIAGRAM) WITHIN APPROXIMATELY 12" OF THE TOP OF COORDINATE STAKING �u TREE WRAP ROOTBALL, WATER PLANT. REMOVE TOP 1/3 TO INSURE UNIFORM -I, OF THE BASKET OR THE TOP TWO ORIENTATION OF GUY "' 4 INCHES MULCH HORIZONTAL RINGS, WHICHEVER IS GREATER. 2 12 LINES AND STAKES 4 INCH DEEP SAUCER REMOVE ALL BURLAP AND NAILS FROM TOP 12 1' 1 3 OF THE BALL. REMOVE ALL TWINE. 8 STEEL TEE POST— 3 REQUIRED AT 120° / i $TAKING DIAGRAM BACKFILL MIX 5. PLUMB AND BACKFILL WITH BACKFILL SIL' GUY WIRE WITH WEBBING UNDISTURBED SUBSOIL 6. WATER TO SETTLE PLANTS AND FILL FLAGGING— ONE PER WIRE VOIDS. 4"-6' SHREDDED BARK MULCH 7. WATER WITHIN TWO HOURS OF REMOVE BURLAP & ROPE INSTALLATION. WATERING MUST BE f--IXISTING GRADE FROM TOP 1/3 OF THE BALL SUFFICIENT TO THOROUGHLY SATURATE MINIMUM 1/2 WIDTH OF ROOT flA11 ROOT BALL AND PLANTING HOLE. � 8. PLACE MULCH WITHIN 48 HOURS OF 4 PLANTING SOIL MIXTURE (SEE SPEC.) NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. THE SECOND WATERING UNLESS SOIL UNDISTURBED OR STABILIZED MOISTURE IS EXCESSIVE. SUBSOILS DECIDUOUS TREE PLANTING DETAIL n CONIFEROUS TREE PLANTING DETAIL ti NOT ,!L, o sous 1J xor 10 scNF 0 10 20 30 SCALE 1" = 10' NORTH INCHES MULCH - (SEE LANDSCAPE NOTES 1y FOR TWE OF MULCH ) IF SHRUB IS B & B, THEN z 12• �—REMOVE BURLAP & ROPE ? -1 2• FROM TOP 1/3 OF BALL – -- 1�-- BACKFlLL MIX UNDISTURBED SUBSOIL SHRUB & CONTAINER PLANTING DETAIL NOT TO SCAB MAIN ENTRANCE PLAN .az 0 10 20 30 SCALE 1" = 10' NORTH LANDSCAPE LEGEND QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. • engineering surveying planning energy 14800 28th Ave: N, Ste 140 Plymouth, Minnesota 55447 V631476:6010 telephone (763) 476.8532 facsimile www,mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification ��� 1 hereby certify that this survey, plan or r muds prepared by me or under my direct s v I n and that I am a duly Licensed LAND ARCHITECT under the laws of t of Minnesota. O� JAMES A. Registra .45071 Date: 09/12/2011 This ilikifficion is not valid unless wet signed in blue in licable, contact us for a wet signed copy of ey which is available upon request at MFRA, Plymouth, MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: --/-- Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS Sheet Title SITE LANDSCAPE DETAILS Sheet No. Revision L1.02 A Project No. CH119063 KEY 130TANICAL NAME COMMON NAME SIZE ROOT QTY. I REMARKS SHRUBS SVJ Juniperious Horizoantolis 'Savin' SAVIN JUNIPER #5 CONT. 13 DBB Euonymus alatus 'Compactus' DWARF BURNING BUSH #5 CONT. 39 DBW Salix purpureo 'Nana' DWARF BLUE ARCTIC WILLOW #5 CONT. 20 GLS Rhus aromatics 'Gro—Low' GRO—LOW FRAGRANT SUMAC #5 CONT. 55 BCA Viburnum trilobum 'Bailey Compact' COMPACT AMERICAN CRANBERRYBUSH #5 CONT. 7 FULL FORM TO GRADE s AWS Spiraea x bumaldo 'Anthony Waterer ANTHONY WATERER SPIREA #5 CONT. 57 ® LPS Spiroeo japonica 'Little Princess" LITTLE PRINCESS SPIREA #5 CONT. 6 SMS Spiroea nipponica 'Snowmound' SNOWMOUND SPIREA #5 CONT. 23 MIN Weigelo florida 'Minuet' MINUET WEIGELA #5 CONT. — DKL Syringo meyeri 'Palibin' DWARF KOREAN LILAC #5 CONT. 16 3' HEIGHT MINIMUM PERENNIALS KFG Calamagrostis acutiflora 'Karl Foerster' KARL FOERSTER FEATHER REED GRASS #1 CONT. 102 PLANT 2' O.C. PDS Sporobolus heterolepis PRAIRIE DROPSEED #1 CONT. 90 PLANT 2' O.C. 1Ai BDL Hemerocallis 'Baja' BAJA DAYLILY #1 CONT. 77 PLANT 18" O.C. PMD Hemerocallis 'Pardon Me' PARDON ME DAYLILY #1 CONT. 12 PLANT 18" O.C. SDD Hemerocallis 'Stella d'Oro' STELLA D'ORO DAYLILY #1 CONT. 27 PLANT 18" O.C. WLC Nepeta x foasenii 'Walker's Low' WALKER'S LOW CATMINT #1 CONT. — PLANT 2' O.C. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. • engineering surveying planning energy 14800 28th Ave: N, Ste 140 Plymouth, Minnesota 55447 V631476:6010 telephone (763) 476.8532 facsimile www,mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification ��� 1 hereby certify that this survey, plan or r muds prepared by me or under my direct s v I n and that I am a duly Licensed LAND ARCHITECT under the laws of t of Minnesota. O� JAMES A. Registra .45071 Date: 09/12/2011 This ilikifficion is not valid unless wet signed in blue in licable, contact us for a wet signed copy of ey which is available upon request at MFRA, Plymouth, MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: --/-- Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS Sheet Title SITE LANDSCAPE DETAILS Sheet No. Revision L1.02 A Project No. CH119063 e -- - - - -- IRRIGATION GUIDELINES - . _ _ _ _ _ .__-_ V W LANDSCAPE ARCHITECT APPROVAL 0 0 CONTRACTOR TOP 0 SHOP DRAWINGS OR LA ---. _ _ m TE CA __ `'� \ � 'PROVIDE I F G I .__ - __ _ _ - �-- - - _- - __ � __..,_ .....- ..._.. LAYOUT OF SYSTEM PROJECTACCORDANCE WITH INCLUDING BUTLNOHOPMITEDWTO LOCATIONS, S SHALL SI) SIZDE ES, AND - _ -_ _ - _ - _ --_._ - - PRODUCT/MATERIAL TYPE USED FOR COMPLETE IRRIGATION SYSTEM. ZPOP-UP SPRAY - - _ - - BE AND ROTOR IRRIGATION SHALL HAVE HEAD-TO-HEAD HEAD COVERAGE SYSTEM SHALL WINTERIZED(BLOWN-OUT) AFTER THE FIRST OPERATIONAL SEASON AND SHALL WARRANTY ON PARTS AND LABOR FOLLOWING INSTALLATION ' - TION SHALL HAVE TWO IRRIGATION APPROVAL BY -Y NER. PROVIDE STARTUP THE FOLLOWING SPRING IRRI - : - / __ _ _ _ _ _ ``- �- _ \� \ \ _ �-+"• -� %• ; / � �� 2. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE ` GROUND FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS - o - - ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THE t \ 444 o .- - \ _ - - CONTRACTOR. \., .. 114 --. rir--_>rir "✓ �-'.�. ----_ - .._ ... � _._ \ `4j f,/._ ' 1 ° 4; _ _ \ _ - \ `\\\ 3. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY _ \. _ ` \� �` \ \ l D SHALL BE PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF \ - COORDINATED WrH THE LANDSCAPE ARCHITECT OR _ � --�, •-� � c � SERVICER EQUIPMENT SHALL BE EQUIVALENT AT THE PROJECT SITE. e o_\\ \ \ 4 . THIS = t� 4`�- ' \ _ \ \ RESIDUAL, IGAND FLOW. N IS TO E SUBMIIT CRITICAL ED ON THE PAANALYSIS WITH THE SHOP RESSURE AND VOLUME P DRAWINGS. - \ - I - - _ IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE INFORMATION. - o ~ ---- ----- -- -- - -- _ \� 5. THE IRRIGATION CONTRACTOR SHALL ARRANGE FOR ANY NECESSARY PERMITS _ . o - - ' AND/OR INSPECTIONS REQUIRED BY LOCAL AGENCIES OR ORDINANCES DURING THE :• ° � � t � COURSE OF CONSTRUCTION. _. ; ''Z� ., ,; .. _ . THIS IRRIGATION DESIGN SHOWS NECESSARY MATER BUT C RTAIN OTHER � �'\ �`�,•� i MATERIALS MAY HAVE TO BE SUPPLIED AND INSTALLED �BYUTHE EIRRIGATION . o l �'-'�� - ` --�° RTO HA PON COMPLETI FULLY OPERATIONAL o [} _ ` CONTRACTOR IN ORDS HAVE, U ON, A _v � � .. ' • ... f ., � :.. • " � .. IRRIGATION SYSTEM. 6 7. ALL PVC PIPING UNDER CONTINUOUS PRESSURE SHALL BE CLASS 200, ALL OTHER �, ' _ �I LJ ❑^ , •. - p -_--- -- _ - �. � - - j ' PVC SHALL BE CLASS 160. o .. ,\ ' / --.-- ---- - -- - - - 8. ALL MAIN LINES SHALL BE 18' BELOW FINISHED GRADE. \ , 9. ALL LATERAL LINES SHALL BE 12" BELOW FINISHED GRADE. ET 10. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR. 11. CONTRACTOR SHALL VERIFY LOCATIONS, SIZES, AND DEPTH OF SLEEVES PRIOR TO N. I i 1 2. FABRICATE ALL PI TO MANUFACTURER'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER ANDSOLVENTCEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION. -.444 ,,, 4- \ i ! 13. BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS. .:- t / n�.a 14. ALL VALVE BOXES AND COVERS IN TURF AREAS SHALL BE GREEN IN COLOR. ALL VALVE BOXES ON PLANTING BEDS SHALL BE TAN IN COLOR. aA \� )Y 15 WHEN SERVICE IS REQUIRED. LOCATE IN o---o-A-o �" ` • : y.� PLANT BED AREAS WHENEVER POSSIBLE. \ ' .GROUP VALVE BOXES TOGETHER FOR EASE 16. IRRIGATIONCONTROLLERLOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S e ' REPRESENTATIVE,SUBMIT LOCATION IN IN SHOP DRAWINGS. \ : a, \ i \ 17. CONTROL WIRES: 14 GAUGE, DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN •'- ! UNDER MAIN LINE 12 FOR RUNS OVER 2000 -FEET. USE MOISTURE -PROOF •,A SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND \ \ al 6% i COMM WIRE T EACH VALVE AND E 1 SPAR WIRE AND G TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODE AL WIRES. - - \ ;• f " _ \ - \ 18. AVOID OVERSPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON ...: - c �- DD �- AUTOMATIC VALVE. DD DD D� r DD- - DD DDS - DD DD -CD' DD 00 DD DD nN RD._. ._ DD o DD �� DD \` \ ADD � � �- `v ` , � `, \ � \� �"- 19 ADJUST PRESSURE AT VALVES FOR OPTIMUM PRESSURE ON SITE. 20. USE SCREENS IN ALL HEADS. ------ - - -"-- vE `•. } ' -- -- > 1 R SHALL HAVE THRUST BLOCKING AT EACH TURN PER `11r - �E - , UE VE UE UE -�T OE UE U UE ,. ` ~\` �� ��. 2 INDUSTRY STANDARD. VE ur 2. 23. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3' MINIMUM DEPTH OF m uC _--- rc j ro row ru�.2 3 4 WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT Uc = FO O UC uc uc ` V BEYOND O PERIMETER OF VALVE BOX. THERE SHALL BE A 3' MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE. ,; '• - \ � 23. POWER LIMITED TECHNICIAN LICENSE: SUBMIT COPY OF MINNESOTA POWER LIMITED 1 AS BUILT IRRIGATION REQU REMEN 0 20 40 60 \ - TECHNICIAN LICENSE FOR THE IRRIGATION SUPERVISOR WORKING ON THE PROJECT AND A COPY OF THE MINNESOTA POWER LIMITED TECHNICIAN CONTRACTOR LICENSE. " " " " " " D D �� D D D D D D D D D -6r- D O _ ' 24 DETAILS OOFRSHALL IRRIGATION SUBMIT SYSTEM. DRAWN S SHALL INCLUDETE LAYOUT AND S BUTTED NOTPRODUCT LIMITED TO, SCALE 1" = 20 NORTH f� PIPE SIZES, MAINLINE LAYOUT, MAINLINE ISOLATION VALVE LOCATIONS, ELECTRIC OPERATION INDICATOR -ALL ZONES N rt n vrl4 i�d r ZONE VALVES, HEADS, DRIPUNE, VALVE BOXES, CONTROLLER, RAIN SENSOR, AND PVC MAINLINE. TYPICAL FPT ADAPTER AND L t ro OTHER MAJOR COMPONENTS. DRIP VALVE / FILTER / COMPRESSION COUPLER. EMITTER FLOW RATE GPH ITIER ROW RATE SLOPED CONDITION NOTE: REGULATOR. 1• PVC LATERAL PSI 0.6 0.9 1. INSTALL AIR RELIEF TYPICAL OFFSET PIPE. 125 96 175 135 VALVE AT HIGHEST 2' FROM & 350 171 442 340 POINT. SPACING AS NOTED ON HARDSCAPE, 4" 434 333 550 422 40 2. FROM PLANTEDTOP Y4" POLYETHYLENE 50 125 9e 2/3 OF SLOPE. 3. SPACING AT BOTTOM A 218 171 OR PVC HEADER. 125 96 175 135 AS NOTED PLUS 25X 2.2 PST TYPICAL 4. WHEN ELEVATION COMPRESSION CHANGE IS 10 FT OR FITTING. MORE, ZONE BOTTOM MAXIMUM LATERAL LENGTH (FEET) EMITTER EMITTER FLOW RATE GPH ITIER ROW RATE 12' SPACING 8" SPACING 4" SPACING PSI 0.6 0.9 0.6 0.9 6 0.9 10 125 96 175 135 218 171 20 249 191 350 171 442 340 30 307 236 434 333 550 422 40 350 268 495 380 627 171 50 125 9e 175 135 218 171 80 125 96 175 135 218 171 3/4' DISC FILTER 1 FINISH GRADE/TOP OF MULCH 1fl4 5 47 r A t l� C t I� 1.� 25. WHEN IRRIGATION PLAN IS COMPLETE, CONTRACTOR SHALL BLOW OUT AND PVC MAINLINE REMOTE CONTROL 1 STARTUP THE SYSTEM FOR ONE YEAR AFTER SUBSTANTIAL COMPLETION. VALVE 1" FF T 3/4" PRV 45 PSI LF THE CONTRACTOR SHALL ALSO SUPPLY 2 KEYS FOR THE QUICK COUPLERS. HUNTER MPR ROTAR SPRINKLER: CONTRACTOR TO PROVIDE SHOP DRAWINGS PRIOR TO INSTALLATION OF THE SYSTEM AND PROVIDE A 3 -RING BINDER TO THE OWNER OF ALL PRODUCTS USED INCLUDING BUT NOT LIMITED TO: A POWER LIMITED TECHNICIAN LICENSERS B. PIPE DRIPUNE SPACING Y3 SEPARATELY. D B.A. SCH 40 PVC AND FlTTINGS (MAINLINE) AS NOTED. AIR REUEF VALVE AT HIGH POINT, IF INDICATED. TYPICAL DRIP UNE A WITH EMITTER A SPACING AS NOTED. TIE DOWN STAKE AT ALL TEES, ELLS, AND 2' O.0 (MAX). FLUSH VALVE OR Lk" F CAP AT LOW END, AS NOTED. END FEED EXAMPLE GRID PRECIPITATION RATES (IN/HR) EMITTER 12" ITIER ROW RATE EMITTER LATERAL 1 0.8 0.9 SPACING SPACING 12 12 0.96 .44 18 18 0.69 03 24 24 0.28 0.41 LATERAL FLOW PER 100 FT (GPM) EMITTER 12" 1a" 24" ROW SPACING SPACING ACING 0.6 GPH 1.0 GPM .67 GPM 50 GPM as GPH 1.5 GPM .0 GPM .75 GPM CENTER FEED EXAMPLE DRIP LINE TYPICAL LAYOUT REMOTE CONTROL VALVE WITH DISC FILTER AND PRESSURE REGULATOR - SEE LOW FLOW ZONE CONTROL VALVE KIT - N.T.S. LINE FLUSHING VALVE PLUMBED TO PVC AREA PERIMETER TECHLINE START CONNECTION EXHAUST HEADER TECHLINE TEE TECHLINE LATERAL TUBING AIR/VACUUM RELIEF VALVE (PLUMBED TO TECHLINE ONE AT EACH HIGH POINT) BLANK TUBING CENTERED ON MOUND OR BERM SUPPLY HEADER PLACE DRIPLINE LINE UNDER MULCH D� PLANTING BED DRIP SYSTEM-TYP. N.T.S. MAXIMUM FLOW PER ZONE MAX GPM PSI LOSS SCHEDULE 40 PVC HEADER SIZE 1/2- 4.7 GPM 7.7 PSI 3/4" 8.3 GPM 5.6 PSI 1" 13.5 GPM 4.2 PSI 1-1/2" 33.9 GPM 2.9 PSI Y 52.4 GPM 1.9 PSI POLY PIPE HEADER SIZE 1/2m 4.7 GPM 8.8 PSI 3/4" 8.3 GPM 6.3 PSI 1" 13.5 GPM 4.8 PSI 1-1/2" 31.8 GPM 2.9 PSI 2" 52.4 GPM 2.2 PST J11 B.B. J(:H 40 rvt: (LAIGNAL) C. SCH 40 PVC SWING JOINTS D. QUICK COUPLERS CLEARANCE SWING ASSEMBLY: E. ZONE VALVES RAIN BIRD MODEL SA 6050 F. SPRINKLER HEADS nv,, .� L u v -(� - .� - .. - v - OR APPROVED EQUAL F.A. SPRAYS WITH ROTARY NOZZLES 5TZ'o� t t�_ 01 0 0 o _ G. DRIPUNE IRRIGATION 0 0 0 0 0 0 0 0 0 0 0 H. LOCKING VALVE BOXES o�OPP n po�0�0 o�l4'p190i P 4 I. AUTOMATIC ET CONTROLLER t 1' x 3/4' SCH 40 IA RAIN SENSOR BRICK SUPPORT 1 CU. FT. PEA RED BUSHING TxT 12' x 15" PVC OR POLY PVC SCH 40 TEE OR ELL J. BACKFLOW PREVENTER (1- EA. CORNER) GRAVEL SUMP VALVE BOX LATERAL LINE PVC LATERAL PIPE K. PICTURE - DEPTH OF TRENCHING LOW FLOW ZONE CONTROL VALVE KIT CONTROL WIRES - PROVIDE A MINIMUM OF 36" OF SLACK ® VALVES FINISH GRADE CARSON VALVE BOX & COVER. - TURF ALL VALVE BOXES SHALL BE PERMANENTLY LABELED WITH VALVE ID. TO SYSTEM E MIN. 4" CLEARANCE ZONE VALVE PAVER VALVE BOX SUPPORTS - TYP. ALL VALVES MAIN LINE 3" MIN. GRAVEL BASE - TYP. ALL VALVES N.T.S. N.T.S. �� POP-UP MP ROTATOR O 30 -INCH LINEAR LENGTH OF WIRE, COILED O2 WATER PROOF CONNECTION (1 OF 2) O ID TAG O VALVE BOX WITH COVER: 12 -INCH SIZE O FINISH GRADE/TOP OF MULCH © REMOTE CONTROL VALVE: O PVC SCH 80 NIPPLE (CLOSE) O PVC SCH 40 ELL O9 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 10 BRICK (1 OF 4) 11 PVC MAINLINE PIPE 12 SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND SCH 40 ELL 13 PVC SCH 40 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE 16 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL REMOTE CONTROL VALVE N.I.J. IRRIGATION LEGEND 1 6'( IRRIGATION CONTROLLER: USE A ET BASED CONTROLLER. THE BASE LINE IS A HUNTER C/ PRO -C CONTROLLER WITH A SOLAR SYNC MODULE OR APPROVED EQUAL. RAIN SENSOR: HUNTER RAIN-CUK. INSTALL OUTSIDE CONTROLLER ROOM. ONE RAIN-CUK PER CONTROLLER. TURF DESIGN GPRESSURE: V -ELECTRIC ZONE VALVES: HUNTER ICV WITH ACCU-SET PRESSURE REGULATOR. -POP UP ROTOR HEADS: HUNTER MP ROTORS, NO SPRAY HEADS ALLOWED -POP UP ROTOR HEADS: HUNTER 4' POP-UP 1-20 ULTRA HS RLIBS/GRASSES/PRENNLALS/ANNUALS: -ELECTRIC ZONE VALVE: HUNTER ICZ-101. INSTITUTIONAL CONTROL ZONE KIT, 1 - CONTROL ZONE VALVE WITH 1" HY10OWYE FILTER AND 25 PSI HIGH-FLOW REGULATOR. -DRIPUNE IRRIGATION: RAINBIRD LD -09-18. DRIPUNE WITH 0.92 GPH EMITTERS AT 18' O.C. DRIPUNE LATERALS SPACES AT 18' O.C. APART WITH EMITTERS OFFSET TRIANGULAR PATTERN. CRITICAL ANALYSIS (TO BE PLACES IN SUBMITTED SHOP DRAWINGS) FLOW AVAILABLE -(PSI) - WATER METER SIZE - STATIC PRESSURE AT POC -(PSI) FLOW AVAILABLE AT POC -(GPM) ® IRRIGATION SLEEVES - 2X THE SIZE OF THE LINE BEING ACCOMMODATED 1„ QUICK COUPLING VALVE: ___- --__ RAIN BIRD MODEL 7, PLACE 1 IN THE SOD AREA PLANTING BED DRIP LINE SYSTEM - RAINBIRD LD -09-18. DRIPUNE \� \ LATERAL SPACING 18' O.C. APART. 12' O.C. IS ACCEPTABLE IF AREA CANNOT ACCOMMODATE 18' O.C. MATCH PRECIP THROUGHOUT ZONE. englneeringsurveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Mlnnesota 55447 17631476.6010 telephone (763) 476.8532 facsimile www.mfra.corn Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this survey, plan or prepared by me or under my direct s and that I am a duly Licensed LAND110 ARCHITECT under the laws of t Minnesota. _ JAMES A. Registraitjka.45071 Date: 09/12/2011 Thisof Ific ion is not valid unless wet signed in blue In livable, contact us for a wet signed copy of olha*vey which is available upon request at MFRA, Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS Sheet Title AS - BUILT IRRIGATION REQUIREMENTS Sheet No. Revision L2.01 A Project No. CH119063 CROSSROADS OF CHANHASSEN 2ND ADDITION BC o Do 1Da 1IC Scde M /er. Te ,we o/ M Yr/� o/tM !EY/e of Sec ]J, I 11 1, R 31 s oeumN ,o ee Wp^(X'STI BMorM r/t hM er re wn DM mMda.Iit »t Me maxw er IeMa no us.r.� / • OMaf•a 1/1 an ey re ap, :d. ma•.m.,, / / b,.,a ara ma•fY er �m Ya DYB.0 / I - / / 1 / --- ----------- --- Csnry N Cs.. Sf•b s/ fYw�l• ro wr. 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Wastwmd fterso mm SwBkme m it Minnesota Department of Human Services August 21, 2012 Zoning Administrator City of Chanhassen PO Box 147 Chanhassen, MN 55317-0147 Re: Zoning Notification of Application for Department of Human Services Program License License Number: 1064067 This is to inform you that the Department of Human Services, Division of Licensing has an application for a program to be licensed under Minnesota Rules, parts 9503.0005 to 9503.0170 from Primrose School of Chanhassen, 8950 Crossroads Blvd, Chanhassen, MN 55317 to provide day care for 181 children. Issuance of this license is subject to compliance with the provisions of Minnesota Statutes, Chapter 245A. If you do not contact the Division of Licensing within 30 days of receipt of this letter, we will consider this facility to be in compliance with your local zoning code. If you have questions regarding the facility or its location, please contact Anita Ebert at 952-944-6025. If you have any questions regarding this letter, contact Kelly Gans at 651-431-6530 or fax information to (651) 431-7673. Siinncerely, 7"ew, a4'1. Peggy Cunningham, Unit Manager Division of Licensing slp RECEIVED AUG 2 4 2012 CIT`( OF CHANHASSEN PO Box 64242 • Saint Paul, Minnesota • 55164-0242 • An Equal Opportunity Employer http:11www. dhs. state. mn. us/1 icensi ng I/ CROSSROADS OF CHANHASSEN 2ND ADDITION 80 0 80 160 240 Scale in feet The east line of the SE1/4 of the NE1/4 of Sec. 23, T. 116, R. 23, is assumed to bear N000O1'33W / o Denotes 1/2 inch by 14 inch iron monument / set and marked by License No. 43933 / • Denotes 1/2 inch by 14 inch iron monument / found and marked by License No. 43933 / / / / KNOW ALL MEN BY 7HESE PRESENTSThat Kraus—Anderson Incorporated, a Minnesota corporation, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit. Outlot A, CROSSROADS OF CHANHASSEN, Carver County, Minnesota Has caused the some to be surveyed and plotted as CROSSROADS OF CHANHASSEN 2ND ADD/TION and does hereby donate and dedicate to the public for public use forever the public ways and also dedicates the easements as shown on the plat for drainage and utility purposes only. In witness whereof said Kraus—Anderson Incorporated, a Minnesota corporation, has caused these presents to be signed by its proper officer this day of . 2012. KRAUS—ANDERSON /NCORPORA7ED By Bruce W. Engelsma Its C.E.O. STA 7E OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 2012, by Bruce W. Engelsmo, of Kraus—Anderson, Incorporated, a Minnesota corporation, its C.E.O., on behalf of the corporation. (signature) Notary Public, My Commission Expires (Name Printed) County, Minnesota I hereby certify that l surveyed and plotted or directly supervised the surveying and platting of the land described on this plot, this plat is a correct representation of the boundary survey, all mathematical data and labels ore correctly designated; all monuments depicted on the plot have been or will be correctly set within one year, • all water boundaries and wet lands as of this date are shown and labeled; and a/I public ways are shown and labeled. V By Mork R. Salo, Land Surveyor Minnesota License No. 43933 STA 7E OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this day of License No. 43933. (Signature) (None Printed) 2012, by Mork R. Salo, Land Surveyor, Minnesota Notary Public, County, Minnesota My Commission Expires CHANHASSEN, MINNESOTA This plot of CROSSROADS OF CHANHASSEN 2ND ADDITION was approved and accepted by the City Council of the City of Chanhassen, Minnesota, at a regular meeting held this day of 2012, and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. By By Mayor Clerk COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plot has been approved this day of 2012. By John E. Freemyer, County Surveyor COUNTY AUDITOR-7REASURER, Carver County, Minnesota I hereby certify that taxes payable in 2012 and prior years have been paid for land described on this plat. Dated this day of 2012. By Laurie Engelen, County Auditor/Treasurer COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of CROSSROADS OF CHANHASSEN 2ND ADDITION was filed this day of 2012, at M., as Document No. By Mork Lundgren, County Recorder I Sheet 1 of 1 o'clock ' Rochon Corporation Suite 101 3650 Annapolis Lane North Plymouth, MN 55447 Office 763.559.9393 Fax 763.559.8101 May 21, 2012 Benjamin Adams Primrose Schools 7800 Eden Prairie Rd Eden Prairie, MN 55347 Re: Primrose School of Chanhassen — Estimate for Site Grading, Utilities, Erosion Control, and Landscaping Dear Benjamin, The approximate dollar amount for the site grading, utilities, erosion control, and landscaping work is: $155,500 Sincerely, Shawn Larkin Project Manager Cc: Scott Larkin, RC - CONSULTANT CONTACT LIST: DEVELOPER/OWNER CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA. 30101 CONTACT: MARK D. PAVEY PHONE: (334) 265-3050 FAX: (334) 265-3079 ARCHITECT CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA. 30101 CONTACT: MARK D. PAVEY PHONE: (334) 265-3050 FAX: (334) 265-3079 Site Development Plans for Primrose School of Chanhassen CIVIL ENGINEER MCCOMBS FRANK ROOS ASSOCIATES 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763-476-6010 FAX 763-476-8532 CONTACT: MIKE BRANDT PE SURVEYOR MCCOMBS FRANK ROOS ASSOCIATES 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763-476-6010 FAX 763-476-8532 CONTACT: MARCUS HAMPTON RLS LANDSCAPING MCCOMBS FRANK ROOS ASSOCIATES 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763-476-6010 FAX 763-476-8532 CONTACT: JIM KALKES RLA Chanhassen, Minnesota Presented by: Children's Design Group VICINITY MAP NO SCALE -SHEET INDEX Sheet I Number Sheet Title C1.01 COVER SHEET C2.01 EXISTING CONDITIONS - DEMOLITION PLAN C3.01 SITE PLAN C3.02 TRUCK MOVEMENT EXHIBIT C4.01 GRADING PLAN C4.0: PLAYGROUND AREA CROSS SECTIONS C5.01 EROSION AND SEDIMENT CONTROL PLAN C5.02 EROSION AND SEDIMENT CONTROL DETAILS C6.01 UTILITY PLAN C7.01 PHOTOMETRIC PLAN C9.01 CONSTRUCTION DETAILS C9.02 CONSTRUCTION DETAILS L1.01 LANDSCAPE PLAN L1.02 SITE LANDSCAPE DETAILS L2.01 SITE IRRIGATION PLAN engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone V631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this plan, specificati report was prepared by me or under d�ct supervision and that i am a duly lic s professional ENGINEER under t f the state of Minnesota. _ Michael 42661 Date: If a opkb0contact us for a wet signed copy of this pl is available upon request at MFRA, Inc., th, MN office. Summary Designed: McB Drawn: ERW Approved:MCB Book/ Page: -/-- Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS B 01/13/12 SEG CITYCOMMENTS CITY OF CHANHASSEN RECEIVED FEB U 3 2012 0111111 8Q1 PLANNING DEPT Sheet Title COVER SHEET Sheet No. Revision C1.01 B Project No. CH119063 o C D z < W O C D m D N � 0 C V I II\1121Iilll�l111 0 -- '�__ II I i►r�II�IIII � \ _a \\\ � `� \ \\ \\I\� a r 9f 9 __ -- 1 16.5 FOOT WETLAND BUFFER STRIP Z_� . _ \ \ �_ .916 30 FOOT WETLAND PERMANENT UCTURESETBACK 9 71 16 77z it EXISTING DRAINAGE AND UTILITY EA&ENT \ PER PLAT OF CROSSROADS OF CHANHASSEN a \3.13 � m \ \ m �ci � jai I\\\------- J Q 92 \ \ M� lit NZ 0 IIIIII,�II //------ \ III � .w o C_- T 1 I I IIII \0 C I I III III I I \ mac '� � �� I I I I I I I I I\ \ \ 90 8 — I 810 —--------\—-----------------/ — — — — — -- — � \\ -------- ------- _ -_-- --n ^ -. 4° '0- --- --REMOVE EXISTING /�-�A E & UTILITY E SEMT-- DRIVEWAY ENTRANCE gL5 / IRE — _ \ DD \ \ ADD \T-DD� DD DD DD DD ADD DD DD � DD DD \ DD — Riz_ DD DD o DD \ —� —� UE '� UE UE UE UE UE i0.+. / i '°�, `°.? u UE 9�8 \ \ \ \ — _ �--r UE w UE T U UE 7UE _FQ— — --— u^ / ' raIn � \P / //uc°cuc° ro uc Ecn t—iRE 9227JRE.'923.65IE911.2E `� \ `�RE IE.897.83 N,S NIE908.8 WDD D _ CROSSROADS BOULEVARD \ \� �35„S o �� RE 92289 IRF -919.153 / E-915.08 NW I D IF --917.80 E 914.48 SIE 913.2E SE a DD DD DD DD DO IE 913.0.3 NE e — i I _ - LEGEND • FOUND MONUMENT I WATERMAIN SET MONUMENT co G > --0 SANITARY SEWER O ELECTRIC METER @—>>---C STORM SEWER - LIGHT H --»—d FLARED END SECTION 99 AIR CONDITIONER 0— UE ELECTRIC TRANSFORMER E—GUY ANCHOR TIP UT — 0 TELEPHONE PEDESTAL HANDICAP STALL GM o- —UG -49 GAS METER tl UTILITY POLE —ow OVERHEAD WIRE ■ GUARD POST —a— CHAIN LINK FENCE • BOLLARD —s— IRON FENCE + SIGN —x— WIRE FENCE —o— WOOD FENCE ----- EASEMENT LINE ------- SETBACK LINE — 0 — RIGHT OF ACCESS CONCRETE CURB BUILDING LINE - BUILDING CANOPY BITUMINOUS SURFACE CONCRETE SURFACE LANDSCAPE SURFACE 4 o DECIDUOUS TREE �� CONIFEROUSTREE SURVEY NOTES EXISTING CONDITIONS HAVE BEEN PROVIDED BY WESTWOOD PROFESSIONAL SERVICES INC. ALTA DATED 7/26/2011. - DESCRIPTION Lots 1 and 2, Block 1, CROSSROADS OF CHANHASSEN 2ND ADDITION, Carver County, Minnesota NORTH 0 20 40 SCALE IN FEET Aln engineering survey! ng planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 V631476.6010 telephone V631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: - -/-- Phase:FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS B 01/13/12 SEG CITYCOMMENTS Sheet Title EXISTING CONDITIONS - DEMOLITION PLAN Sheet No. Revision C2.01 B Project No. CH119063 3 LAN 6 O� C D Z W .70 O D m D OO E IL \ ` R I \ R__ I \ — i \ \ – 15.5 FOOT WETLAND BUFFER STRIP R _ =g Z > / �i �D R % \ _ R Vo Zm / \i I 30 FOOT WETLAND PERMANENT STRUCTURE SETBACK ` — �� R io in v W / l� - - �� a f / IL / ' EXISTING DRAINAGE AND UTILITY EASEMENT PER PLAT Of CROSSROADS OF CHANHASSEN I LT 5.0 . /. o r 5.0 n c o1,0 f 0 `5.0 ' �*0 ° \ 9 ��• - ° c C? E n \ 01 g� 9.0 p n n a R'7r Ir S ( ) fig. u5 � ° 10 5.3 90 O PRIMROSE SCHOOL IO OF CHANHASSEN - 26.0 m 12,000 S.F. a 26.0 �L 16.0 7.6 FFE=923.80 1P `.o n n , o u I I 1 1 1 1 1nA� � >-O—O—O 6.d po.2 16.0 �It�� 11 a °—O ® O ��O 9.0 (TYP) 7 'I Q�'��o s �.0 —!— — — — — — — — — — — T — — — — — — — — — — — — — — — — — — — — — — — I ---------— --RAIGE & UTILI EAS MENT O (� PO ® 0 rr ° INSTALL REMOVABLE FENCE a 26.0 PANELS TO PROVIDE ACCESS TO EXISTING STORM SEWER o CROSSROADS BOULEVARD �mfra engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone V631476.8532 facsimile www.mfta.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification OO I hereby certify that this plan, specificati report was prepared by me or under d ct supervision and that i am a duly lic s professional ENGINEER under t f the state of Minnesota. Michael C g. 426 Registrar( 42661 Date: 10/12/2011 If ap bll#contact us for a wet signed copy of this pitfNith is available upon request at MFRA, Inc., Aw th, MN office. Summary Designed: MCS Drawn: ERW Approved:MCa Book/Page:--/-- Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title SITE PLAN Sheet No. Revision C101 B Project No. CH119063 PI -M C - LEGEND - DEVELOPMENT SUMMARY DEVELOPMENT NOTES PROPOSED EXISTING SETBACKS PARKING BUILDING A. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. PROPERTY LIMIT FRONT YARD REAR YARD 20 FEET 20 FEET 20 FEET 20 FEET CURB &GUTTER STANDARD DUTY 20 FEET 20 FEET B. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. SIDE YARD TIP -OUT C&G ASPHALT PAVING INTERIOR LOT LINE 0 FEET 0 FEET C. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. EASEMENT ------ ------ BUILDING HEAVY DUTY ZONING D. ALL PARKING STALLS TO BE TIN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. EXISTING ZONING PUD - CITY OF CHANHASSEN RETAINING WALL 000000000 ASPHALT PAVING PROPOSED ZONING PUD - CITY OF CHANHASSEN E. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND FENCE —O—O— � DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING WETLAND LIMITS a PARKING ANALYSIS UTILITY ENTRANCE LOCATIONS. TREELINE ��� CONCRETE PAVING 1 STALL PER 6 CHILDREN 182 CHILDREN = 31 STALLS REQUIRED SAWCUT LINE 48 STALLS PROVIDED F. SEE ARCHITECTURAL PLANS FOR MONUMENT SIGN DETAILS SIGN KEY NOTES G. SEE LIGHTING PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF PIPE BOLLARD XGRASS LIGHT POLE. NUMBER OF PARKING G A. BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLAN FOR DETAILS) STALLS PER ROW H. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. KEY NOTE � B. B-612 CONCRETE CURB AND GUTTER I. GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE ARE SHALL HAVE A MAXIMUM DEVELOPMENT SUMMARY C. B-618 CONCRETE CURB AND GUTTER LO SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS LONGITUDINAL IMPERVIOUS AREA SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL BUILDING AREA 12,000 SF D. HANDICAP SIGN W/ CONCRETE PIPE BOLLARD (SEE DETAIL C9.01) OR ACCESS ISLE SHALL BE 2.08% (1:48). THE CONTRACTOR SHALL RiV!EW AND VERIFY THE PARKING AREA 21,626 SF GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR PLACING CONCRETE SIDEWALKS 4,462 SF E. MONUMENT SIGN (SEE ARCHITECTURAL PLAN FOR DETAILS) BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A MAINTENANCE STRIPS 535 SF DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. TOTAL IMPERVIOUS AREA 38,654 SF F. LIGHT POLE (SEE LIGHTING PLAN FOR DETAILS) J. "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. PERVIOUS AREA G. TRASH ENCLOSURE (SEE ARCHITECTURAL PLAN FOR DETAILS) GREENSPACE AREA 21,087 SF K. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY XGRASS AREA 16,903 SF H. FLAG POLE (SEE ARCHITECTURAL PLAN FOR DETAILS) EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO THE HIGH WATER LEVEL TOTAL PERVIOUS AREA 37,990 SF OF ALL PONDS I. PEDESTRIAN CURB RAMP NORTH HARDSPACE CALCULATION L. SEE ARCHITECTURAL PLANS FOR ALL PLAYGROUND EQUIPMENT, FENCING AND SHADE 0 20 40 TOTAL IMPERVIOUS AREA 38,654 SF J. XGRASS® PLAY ASTROTURF (SEE DETAIL C9.01) STRUCTURES. TOTAL LOT AREA 76,644 SF TOTAL HARDSPACE 50.43% K. 18" CONCRETE MAINTENANCE STRIP (SEE DETAIL C9.02) SCALE IN FEET L. MODULAR BLOCK RETAINING WALL (BY OTHERS) �mfra engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone V631476.8532 facsimile www.mfta.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification OO I hereby certify that this plan, specificati report was prepared by me or under d ct supervision and that i am a duly lic s professional ENGINEER under t f the state of Minnesota. Michael C g. 426 Registrar( 42661 Date: 10/12/2011 If ap bll#contact us for a wet signed copy of this pitfNith is available upon request at MFRA, Inc., Aw th, MN office. Summary Designed: MCS Drawn: ERW Approved:MCa Book/Page:--/-- Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title SITE PLAN Sheet No. Revision C101 B Project No. CH119063 PI -M C r O ;F1 C > Z Z -�G 03 O D m < D 00:;0 �o %,I\V JJI\lJ rI VJ Lop V%J LL. VI,1\lJ T \ 35.50 S—BUS-36 feet Width 8.00 Track : 8.00 Lock to Lock Time 6.0 Steering Angle 37.6 NORTH 0 20 SCALE IN JKnf ra engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 V631476.6010 telephone V631 476.8532 facslmlle www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification O I hereby certify that this plan, specificati ` report was prepared by me or under d ct supervision and that i am a duly lic s professional ENGINEER under t f the state of Minnesota. Michael C jVt Registra '.N. 42661 Date: 10/12/2011 If apAble, contact us for a wet signed copy of this pl t Is available upon request at MFRA, Inc., th, MN office. Summary Designed: MCB Drawn: ERW Approved: McB Book / Page: - -/-- Phase:FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title TRUCK MOVEMENT EXHIBIT Sheet No. Revision 40 iiiii F C102 B ...Jo-fect No. CH 119063 /',Pr PLAMD E I \♦ I \ I \ 1 \ I \\ 1 \� ' I i 1 ; 1 ; 1 + i i \ i 1 \ 1 \ ; ; \ ; I ; --- x _ \ _o z z \\ om 0 s\♦ \ a ♦ OF 'ns�iva �N ffil � � ♦ -t5 T f r 1 l to T t 2 t3 to is CRI SROADS BOULEVARD -+— ® ® a 76 m o —mi o U � D 1 0 o � ~» a 00000 a000 --I d I I \ �Z ZJ 0' j' o W 'm 1 z ■D n IEll o4 0 ;;UO C O •�� pFFx O rel "I'o (n D 0 O ®o X® o ° �^ z7 N ro O O � rTt\ 1 Cu_ JI— U III t 1 m CAR WASH t ULUNo D t + EXIT cn Sn — 1 .. FFE=924.7 NORTH 0 60 120 SCALE IN FEET tnf ra englneeringsurveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 17631476.6010 telephone V631 476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification O 1 hereby certify that this plan, specificati report was prepared by me or under d' ct supervision and that i am a duly lic s professional ENGINEER under t f the state of Minnesota. Michael C-2Wt RegistraWffiV. 42661 Date: 10/12/2011 If ap ble`, contact us for a wet signed copy of this pl is available upon request at MFRA, Inc., th, MN office. Summary Designed: McB Drawn: ERW Approved: McB Book/ Page: - -/-- Phase:FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title PLANNED DEVELOPMENT Sheet No. Revision 3.03 B Project No. CH119063 PL.ANATAR Ill \ I It } - 16.5 FOOT WETLAND BUFFER STRIP _ - ���, - _--- r \ ! \ 518 ,� 91 j �_ _ t _- --_ Z zM - �? WETLAND PERMANENT STRUCTURE SETBACK - 'P_ o r ''�� °� tW U 30 FOOT o w $' \ V J A C � J \ J J' Ilt -� / ccs. /41t\ \ \ w - P EXISTI Jr1RAfNAGE AND U L�Y EASEMENT PLF CROSSROADS CHANHASSEN I 44 + + �.. _ - \\ \ CA,ENGWA~--wj SIGN NGLICENSED NIi J 22.45 1 22.45 \ u 23.8 23.8x ' SSSS j R Co-im LIE _ ✓J ° I \ I 2 22.6 22.4 x290 ° 1 ri. °us 23.0 22.7 i � 1 N v \ w I N N NN J I- \ J Ni faJ1 W II I1 I �N � N I / v I � 0 23 \ / .90 ww� I f"+w DD NSG 3 DD DD - 9� J \ supervision and that i am a duly lic s professional ENGINEER under t f the state of Minnesota. �.. - LEGEND PROPOSED EXISTING PROPERTY LIMIT � �� CURB & GUTTER TIP -OUT C&G STORM SEWER DRAINTILE BUILDING RETAINING WALL FENCE WETLAND LIMITS TREELINE SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. SOIL BORINGS E m °J i � !a \ J c' ,22. - -- ----- p 23.5 23.72 23.72 - 23.72 s 184 P 444 Y e. \ \ -a" ti 'o I 9� :0 23.8 23.8 23.8 21.7 19.2 Q tlw i` A \ _ _ _ - 18.85 1 �� f ( \ \ \ � r�' TC/G _� ti + I N N + F I I s w w -w �' o °' PRIMROSE SCHOOL w rc/c Z Of. CHANHASSEN \ , 20 N 12,000 S.F. �. TC B 3.3 1� _ ►D - D 'Po a i I I ( I w FTE=923.80 oi'.+ in ►E a CD �I 'f,! w 3.48 TC G �3 5 \ .1 N W w iD I / N N 23.15 N -C\. $A 22.0 20.1 / I -o-° Cow' 2" 23.8 23.8 23.8 �• 23.8 23.8 ,N 3:T ww - o p .. 2 a 06 / 21.3 90° ?1 + °° I \ 9�S 2 . �� I ,. ti 23.57 23.72 23.72 23.72 - 23.72 2372 23.72 = 23.72 f . 23 72 23 65 2'n ti X�� - -- - - - / / 21.6 �/ / f _ 23 ° 22.1 "O 21.5 / } ! l _ _ -`- 910 ); 21. 911 _ Luo - e 23.33 23.10 22.9 EOF; v®m 2 23 rn 22.5 21.9 - s `v S 2 e \ D -DD DD DD DD DD DD \ \ 23.8 ----- ----- UE - ♦ 3.2 a � ao'1 22 24-- _ m 24 ip m o - uE ,o g uc I I I I I ._ I , I I I 11 UE \ I 'w in CH MATCH - - / \ EXISTING �" - F0 [STING UV, ISS uo c uc uc - ?2.75" ..23.8 '" , , � ro _-\� E�59 IW �w BENCHMARK °� -- tl Eaii z� TNH 926.99 ° v RE: 91 EE90B.6 w 1929 NGVD \ E91a EE 547.87 N,S 1 D D D D D D D D D D D D D D D D-- D D D RL -222M D E4171KI 0-114-111111 0- DO -POP - - rrr - OOOOOOCJCJO 962.5 X x`902 �I 0 EOF 111111111111111101 xxx.x 962.5 X s+s 1042.56 I CROSSROADS BOULEVARD H GRADING NOTES A. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. B. ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPTAT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08%(1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFYTHE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. C. THE CONTRACTOR 15 CAUTIONED THAT "THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02 TITLED 'STANDARD GUIDELINES FORTHE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA". THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1-800-252-1166). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. D. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. E. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. F. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOILTESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILTESTS AND INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: COMPANY: PROFESSIONAL SERVICE INDUSTRIES INC. ADDRESS: 2401 PILOT KNOB ROAD SUITE 138 MENDOTA HEIGHTS MN PHONE: (651)646-8148 DATED: 08/23/2011 THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. G. THE CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION. H. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, ATEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE, CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. I. REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS ATEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OWNER. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROLTHE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. M. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 4INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 4 INCHES. N. FINISHED GRADING SHALL BE COMPLETED, THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. O. TOLERANCES 1. THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOTABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. RE 4[ IE 904, E o W-- 904,35 4 w I IEaeam N,s DD- Dv. NW S SE NE P. AFTER THE SITE GRADING 15 COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 0, THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL "SITE MAP". THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. THE CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. R. IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT REVIEW, DISCUSSION AND APPROVAL FROM THE PROJECT ENGINEER. S. THE CONTRACTOR SHALL RESEED OR REPLANT ANY AREAS ON WHICH THE ORIGINAL SEED HAS FAILED TO GERMINATE AS DIRECTED BY THE OWNER'S ENGINEER. NORTH 0 20 40 SCALE IN FEET mf ra engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 V631476.6010 telephone [7631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this plan, specificati ` report was prepared by me or under supervision and that i am a duly lic s professional ENGINEER under t f the state of Minnesota. Michael Registratf42661 Date: 10/12/2011 If ap bI'e contact us for a wet signed copy of this p is available upon request at MFRA, Inc., th, MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book/Page:--/-- Phase: FINAL Initial Issued: lo/12/2o11 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title GRADING PLAN Sheet No. Revision C4.01 B Project No. CH119063 E ORNAMENTAL ORNAMENTAL FENCE (SEE DETAIL C9.01) 18" CONCRETE MAINTENANCE STRIP (SEE DETAIL C9.01) SEE XGRASS DETAIL C9.01 8" PERFORATED DRAINTILE COMPACTED STONE 3/4" MINUS STONE 6" DEPTH MINIMUM 2.0% f 1.75" XGRASS SOFFILL 2" SOFPAD GEOTEXTILE FABRIC MIRIFI 180 N 5' CONCRETE SIDEWALK SEE XGRASS DETAIL C9.01 BUILDING WALL -- ORNAMENTAL FENCE (SEE DETAIL C9.01) 18" CONCRETE MAINTENANCE STRIP (SEE DETAIL C9.01) SEE XGRASS DETAIL C9.01 COMPACTED STONE 3/4" MINUS STONE 6" DEPTH MINIMUM y 12" PERFORATED DRAINTILE 1.75" XGRASS 5' CONCRETE SOFFILL SIDEWALK 2" SOFPAD GEOTEXTILE FABRIC MIRIFI 180 N SEE XGRASS DETAIL (9.01 BUILDING WALL Amf enolneedngsulveylno planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone 17631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this plan, specificati � report was prepared by me or under d' ct supervision and that i am a duly 11CAL professional ENGINEER under t f the state of Minnesota. Michael 42661 Date: 10/12/2011 If applilkIblecontact us for a wet signed copy of this pitNl@h is available upon request at MFRA, Inc., th, MN office. Summary Designed:MCB Drawn:ERW Approved: MCB Book / Page: - -/-- Phase:FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title PLAYGROUND AREA CROSS SECTIONS Sheet No. Revision C4.02 B Project No. CH119063 G E I �4t K � � ° \IL IL \ f 16.5 FOOT WETLAND BUFFER STRIP `�" I K q 973 Co Fl \ i 00 zM 30 FOOT WETLAND PERMANENT STRUCTURE SETBACK �- 977 t �w to u' w r \ \ \ \ \ \ \ - -- - - _- gg r - / / /■dS■ ■ ■�S■ ■ MAN ■ ■ 35■ ■ ■d,S■ ■3S1 ■1dS■ 1 \ ` �'/ - y 22 �■ ■ Lam■ � "- ----_ _ , _ ___ .-� � --_ - -_ __\ �_ __ _ _ _ \ � \� t� �� .� ' - � / I \ / \ ZISM MAR E MA _ \ \ Ards 0 Silt `D _ ■ - 23 ■ o 1 \\ \ �� - - - -f, l \ \ I- -- - I3S■-■ ■.0% - : \ ° �S■ ■ ■35■ ■1dS■ �dS■ ■ "ARAM 0 MAN ■ MAN ■ 1Aism ■ MAN ■ ■3.5 �i ,allw \.. * all ■ Q H4. ba \ -. ." 1L . ■ I I i ^\ \ \\ \\ \\\\ 70 _, I Ism jI W. 1 PRIMROSE SCHOOL y r \ \ \ Of CHANHASSEN ; ■ \ \ \ 2! 12,000 S.F. �� ���0 IP -1 ►► ►► I ( I ( \ \ \\ I a a ■ FFE=923.80 a IP -1 f I \ \\ \ \ , I■ i : -- 444 444 - o I I FT F_ A \ F-1 all °-Aa ►► i ■ V\A \ \ I -O} M lot I / _ IL ■ MSF ■ ■SF■ INF ES -FE ■ ■SF■ ■ ■SF■ ■ ■SF■ ■ MSF ■ ■SF■ ■ ■SF■ ■ ■SF■'N ■SFi■ ■SF■ "SN ■ � ■ ■ ` 0-0-- -a'> ---__ -na ---1aa- --- ar-r ----aa-ti -._.L. aa...... . >.: ° -.- ----- -_ IN 5RAINGE & 11LIEASEMT - --- - ®� 6 DD DD DD�DD DD DD DD DD D DD D DD D hb I 24 24 ! ME _C�lllll 21 -_ _ ■Al EVE - ■ mom, -----------_-_ _. Stir - IP -1 - IP I&15 w w `- ., o \ $ CROSSROADS BOULEVARD 919.93 EMIP -1 IF -05.08 NW \. �°"' IP -1 204.48 S \ Db pp DD - -- -- - -- - - -- ---- ---- -=- --- --- -- e,ns.2a SE \� DD DD DD DA DO - - - IeeI3.a3 NE report was prepared by me or under d' d supervision and that i am a duly lic s I� professional ENGINEER under fthe state LEGEND - SEQUENCE OF CONSTRUCTION I I FT F_ A \ F-1 all °-Aa ►► i ■ V\A \ \ I -O} M lot I / _ IL ■ MSF ■ ■SF■ INF ES -FE ■ ■SF■ ■ ■SF■ ■ ■SF■ ■ MSF ■ ■SF■ ■ ■SF■ ■ ■SF■'N ■SFi■ ■SF■ "SN ■ � ■ ■ ` 0-0-- -a'> ---__ -na ---1aa- --- ar-r ----aa-ti -._.L. aa...... . >.: ° -.- ----- -_ IN 5RAINGE & 11LIEASEMT - --- - ®� 6 DD DD DD�DD DD DD DD DD D DD D DD D hb I 24 24 ! ME _C�lllll 21 -_ _ ■Al EVE - ■ mom, -----------_-_ _. Stir - IP -1 - IP I&15 w w `- ., o \ $ CROSSROADS BOULEVARD 919.93 EMIP -1 IF -05.08 NW \. �°"' IP -1 204.48 S \ Db pp DD - -- -- - -- - - -- ---- ---- -=- --- --- -- e,ns.2a SE \� DD DD DD DA DO - - - IeeI3.a3 NE NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO CnD,IPLF_TE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE AT PRECONSTRUCTION MEETING wnf ra engineeringsunreying planning energy 14800 28th Ave. N, She 140 Plymouth, Minnesota 55447 V631476.6010 telephone C/631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this plan, specificati report was prepared by me or under d' d supervision and that i am a duly lic s professional ENGINEER under fthe state LEGEND - SEQUENCE OF CONSTRUCTION PROPOSED EXISTING PHASE I: CURB & GUTTER nA 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. AREA SUMMARY IN ACRES STORM SEWER 0-0-10 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. EROSION CONTROL MATERIALS QUANTITIES DRAINTILE - ► ► ► - DDD 3. CONSTRUCT THE SILT FENCES ON THE SITE. PAVEMENT AREA 10.61 AC± CONTOUR 902 4. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM BUILDING AREA 10.28 AC± ITEM UNIT QUANTITY FENCE-o-,,pp°pppp-,o- INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER RIP RAP `000' PRE -CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS SEEDED AREA 10.48 AC± SILT FENCE LINEAR FEET 11900 OVERFLOW ELEV. MMMIO,X X XX BEFORE PROCEEDING WITH CONSTRUCTION. X -GRASS AREA 10.39 AC± CONSTRUCTION ENTRANCE UNIT 11 SILT FENCE M ■ ■SF■ ■ ■SFM 5. CLEAR AND GRUB THE SITE. TOTAL DISTURBED 11.76 AC± INLET PROTECTION DEVICE (IP -1) I UNIT 16 SOIL BORINGS ruh ST -9 PA -10 6. BEGIN GRADING THE SITE. 7. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PRE - CONSTRUCTION IMPERVIOUS 10.00 AC± INLET PROTECTION DEVICE (IP -2) UNIT 11 NORTH INLET PROTECTION DEVICE 1 ® IPI POST -CONSTRUCTION IMPERVIOUS 0.89 AC± BIO -ROLL I LINEAR FEET 160 0 20 40 PHASE II: INLET PROTECTION DEVICE 2 ® IP2 1. TEMPORARILY SEED DENUDED AREAS. REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE EROSION BLANKET SQUARE YARD 170 SCALE IN FEET TEMPORARY STONE 2, INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. NOTES, LOCATION MAPS, AND STANDARD DETAILS CONSTRUCTION ENTRANCE 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. SOIL EROSION /SEDIMENTATION CONTROL OPERATION TIME SCHEDULE BIO -ROLL 41=04. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. TEMPORARY SEDIMENT BASIN SB 5. PREPARE SITE FOR PAVING. CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB I MAR JAPR I MAY JUN 6. PAVE SITE. 7. INSTALL INLET PROTECTION DEVICES. TEMPORARY CONTROL MEASURES TEMPORARY STORAGE AND PARKING AREA TS 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. STRIP & STOCKPILE TOPSOIL 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS ROUGH GRADE / SEDIMENT CONTROL TEMPORARY STABILIZATION MEASURES STABILIZED), IF REQUIRED BY THE CONTRACT TEMPORARY CONSTRUCTION ROADS (SEED, MULCH, MATS OR BLANKETS AS S M - NOTE TO CONTRACTOR OUTLINED IN THE SWPPP) FOUNDATION / BUILDING CONSTRUCTION THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT SITE CONSTRUCTION ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE PERMANENT CONTROL STRUCTURES ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT FINISH GRADING PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, LANDSCAPING / SEED / FINAL STABILIZATION TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED STORM FACILITIES IN THE SWPPP NARRATIVE. gab NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO CnD,IPLF_TE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE AT PRECONSTRUCTION MEETING wnf ra engineeringsunreying planning energy 14800 28th Ave. N, She 140 Plymouth, Minnesota 55447 V631476.6010 telephone C/631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this plan, specificati report was prepared by me or under d' d supervision and that i am a duly lic s professional ENGINEER under fthe state of Minnesota. _ Michael Registrat(ff40.42661 Date: 10/12/2011 If ap ble, contact us for a wet signed copy of this pl is available upon request at MFRA, Inc., th, MN office. Summary Designed: McB Drawn: ERW Approved: McB Book / Page: Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title EROSION AND SEDIMENT CONTROL PLAN Sheet No. Revision C5e01 B Project No. CH119063 EROSION & SEDIMENTATION CONTROL NOTES & DETAILS/ "SITE MAP" Y F Y p i / W CT. DR 14tRKET $T. IV. yh� M. w 5 r V►'PRu.. $u c� u Q.. 1 � ra �. i J ;^ DR SArryCN f ? LAKE CT. �d DAA A y O L.aitc 5u n t 4zr C`rr� .�+• �' n 'v ,C,F� W f I R23! _ l 7'r •.4 sF Rlcr tWarsT. Dwo ct. E in �s s€ z Tabs W Wcltt+rmg k15AN� - --' '4 $' a rr T CT. ' 1•t tot stn T. f ! x LSyW� RICE CT- •x 1e6, lc, DR. = BARB ate' N kl° .L CT r'-- 101 A. Y2 ,a0 r+k l �, LVD. o LYMANLLJ o11 `SITE I L1LLD 0EERF00 A I o TR. f r I r 46N R231r27126 Lake RUMY , rr ! ✓ i,- -}- 41 SITE LOCATION MAP NOT TO SCALE CONSTRUCT X HIGH BERM WITH MAXIMUM SIDE SLOPE OF 4:1 - USGS MAP NOT TO SCALE 2" x 2" WOOD FILTER FABRIC (MIRAFI-ENVIRO POSTS 4.0' O.C. FENCE OR APPROVED EQUAL) MIN. 30" -MAX. 36" ABOVE GRADE DIRECTION a OF DRAINAGE BACKFILL 6" x 6" C7, ;Oy070 0 6 02" TO 3" GRAVEL � / TRENCH i f io l "moo NOTE: THE ROCK ENTRANCES SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE WORK THE ROCK c ENTRANCES SHALL BE INSPECTED FOLLOWING EACH 00 ry UNDISTURBED SOIL SHENTRANCES ALL INC UDE ATOP DRESSING OFMAINTENANCE OF THE ROCK NEW GRAVEL, OR PEaJ\� ri REMOVAL AND REPLACEMENT OF THE GRAVEL AS NEEDED, TO KEEP THE ENTRANCE FREE FROM COLLECTED MUD. - ROCK ENTRANCE DRIVE NOT TO SCALE nivn-rw.v � ni.. MIRAFIFF101 ROAD DRAIN CASTING APPLICABILTY • NEENAH R-3067 • NEENAH R-3512 - ROAD DRAIN INLET PROTECTION (IP -1) NOT TO SCALE E 0 iSEMBLY 2" X4" WOOD FRnNV55_ � )X DROP INLET / WITH GRAT� SILT FENCE DETAIL NOT TO SCALE ATTACH THE WOVEN WIRE FENCE TO EACH POST WITH THREE WIRE TIES OR OTH ER FASTENERS (SEE NOTE 1) � CROSS BRACE WOVEN WIRE FENCE WITH SILT FENCE MATERIAL COVER EXTEND WIRE FENCE A MIN. OF 3" INTO GROUND EXTEND SILT FENCE MATERIAL A MIN. OF V-0" INTO GROUND SILT FENCE MATERIALTO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH THREE TIES SPACED AT 30" ON CENTER (SEE NOTE 1) SECURELY FASTEN OVERT ENDS OF SILT FENCE MAI TO ADJACENT STAKES WI THREE WIRE TIES OR OTF FASTENERS POSTS: 2 X 4 WOODEN STAKE FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING FABRIC: IN ACCORDANCE WITH ASTM D E161 LATEST EDITION. 1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXNLE TO THE WOVEN WIRE FENCE (SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1" VERTICALLY APART. 2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED ACROSS TWO POSTS. 3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT AC CUMULATED SEDIMENTS FROM REACHING ONE-HALF THE HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE. 4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT. SILT FENCE INLET PROTECTION (IP -2) NOT TO SCALE - EROSION CONTROL BLANKET NOT TO SCALE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA r- BERM AROUND PERIMETER 12" MIN-\ I % T-0" MIN GROUND SURFACE COMPACTED EMBANKMENT) 8'x8' ORAS MATERIAL (TYP.). REQUIRED TO CONTAIN WASTE 3:1 OR FLATTER CONCRETE SIDE SLOPES NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM 10 MIL THICK PLASTIC LINER. 3. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. 4. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, ATTHE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 5. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 6. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. 7. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. CONCRETE WASHOUT AREA NOT TO SCALE V IN PLASTIC OR POLYESTER POINT "8" NETTING - BIOROLL NOT TO SCALE --GENERAL EROSION NOTES: 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONS AND MFRA STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS AND/OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL X. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002 3. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN ALTA OR TOPOGRAPHIC SURVEY PREPARED BY _ DATED XX-XX-XXXX. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, THEY SHALL HAVE MADE, AT THEIR EXPENSE, ATOPOGRAPHIC SURVEY BY REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. SEE ATTACHED SURVEY SHEETS. 4. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 5. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PLAN -ESC PLAN), THE STANDARD DETAILS, THE PLAN NARRATIVE, AND ITS APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING& SUBMITTING THE APPLICATION FOR THE MPGA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION. 7. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE SWPPP & PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED BY ALL AUTHORITIES, THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPGA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 8. CONTRACTOR SHALL COMPLY WITH TRAINING REQUIREMENTS IN PART III.A.2 OF THE GENERAL PERMIT. 9. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 10. ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 11. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESC PLANS SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE. 12. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 13. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE. 14. 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 NOTALLOW WASHOUT LIQUIDS TO ENTER GROUND WATER IS CONSIDERED AN IMPERMEABLE LINER. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE 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 MPGA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. 15. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 16. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 17. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 18. HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 19, ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIES UPSLOPE. 20. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED, WITHIN 14 DAYS OF INACTIVITY. SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SEED MIXTURE NUMBER 100 OR 110 DEPENDING ON THE SEASON OF PLANTING ( SEE MN/DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3. 21. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGtTATIVE COVER. 22. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 23. ON-SITE & OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMPS. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 24. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. 25. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 26. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. 27. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. MAINTENANCE NOTES: ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FORA COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 2. TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART IV.D. OF THE GENERAL PERMIT). 3. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. THE CONTRACTOR MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. THE CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. 4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL OFF-SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART IV.C.6 OF THE GENERAL PERMIT. S. THE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL ACCORDING TO PART II.B.5 OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION, AND A NOT HAS BEEN SUBMITTED TO THE MPCA. 6. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS). 7. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE INFILTRATION AREA AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA. xnf ra engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 V631476.6010 telephone V631 476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this plan, specificati report was prepared by me or under d' ct supervision and that i am a duly He s professional ENGINEER under t f the state of Minnesota. _ Michael W. 42661 Date: 10/12/2011 l,e contact us for a wet signed copy of this is available upon request at MFRA, Inc., MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: - -/-- Phase:FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title EROSION AND SEDIMENT CONTROL DETAILS Sheet No. Revision C5.02 B Project No. CH119063 \ �k r \ IIL IL .OILz_� \ \ 16.5 FOOT WETLAND BUFFER STRIP "�_ ; r \ _ e �PE 09 D - _ ° 30 FOOT WETLAND PERMANENT STRUCTURE SETBACK _ - k ;D �P I 6" CLEANOUT _ _ • 4" DOWNSPOUT- k i / IE=918 80 _ 6 CLEANOUT 4 DOWNSPOUT CONNECTION - (2)8'X4• RED CONNECTION p IE -919.60 IE=920.18 k\ „L.-�'� / P�•)� ...-...-......- FORA �X \� ✓` \ Ct�1 �► 10"x8* IED VC ® 1y • \ \ 0.7$%° 4X4 WYE \ -So G® E=918.75 08'X4"WYE ... Co ! u� M► ®it -- \ JI 8°X4°WYE 44 A, ' 6" CLEANOUT ° 20 LF -4 ° I 4"X4'HiIYE ° •PVC ®2.0% i �L[, �z�N to I a. 4" DOWNSPOUT ° ' • 4"X4" WYE \ \ o CONNECTION IE=918.47 i Io 0IE=920.00 la In o4"X4°WYE 4"X4"WYE O 4" DOWNSPOUT , Im • �CONNECTION j 10 X4 WYE Ii1° I IE=918.28 0 ��� ��� .,�❑ ��� IE=921.25 @�G I� , I� 4" PVC ® 3.0% ° p n o a • . $y v ... 0 4 DOWNSPOUT S -0 4"X4° WYE 60 LF - 15" mm TEMPORARY OUTLET TO BE REMOVED. I ❑, 4' DOWNSPOUT 4" DOWNSPOUT CONNECTION ]\ n IE=916.79 HDPE O 1.50% REMOVE MATERIAL FROM TEMPORARY OUTLE D °} CONNECTION CONNECTION s ® � 25 LF -4° PVC "� CONSTRUCT NEW F.E.S. STRUCTURE AT END I /// ll1 I CBMH-102 48"0I^� Im o= ❑ �` IE=919.42 _ ' w __--- -__-. -.. _ --.. -.� DRAINTILE AT 2.0% rte= 905.80 f Im �• nnwuc�nllT IE -921.25 47 LF - 15" HDPE ® 1.50% 25 LF -4° PVC DRAINTILE AT 2.0% DD Mo�z p -'W. W 0 12"X4'WYE, 12 PVC ® 0.75% IE=917.15 FFV LLL 12X4 IE=916.66 12"X4WYE DD Ir -01 A AC SDI I 1 '. LDD - LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER 0- DD -� SANITARY SEWER 0-- D -� FORCEMAIN (SAN.) (>- 1/ FU 0 -p o--- D Fr D -� WATERMAIN N----1 "- I � EASEMENT - - - - - - - --- - DRAINTILE - 000 - ►►► - - ►►► - ►►► - GAS LINE -UG- UG ELECTRIC -UE- UE TELEPHONE -LIT- UT FENCE UTILITY CROSSING NORTH 0 20 40 SCALE IN FEET SANITARY SEWER SERVICE IE=908.98 (FIELD VERIFY) v D OI/ D/ I n / x•°nm Jf� CROSSROADS BOULEVARD UTILITY CONSTRUCTION NOTES - A. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN D ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS. 1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY REQUIREMENTS. 2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED E DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF THE CONTRACTOR 3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING, STORM AND SANITARY) CROSSINGS. B. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 2. ALL SANITARY SEWER TO BE PVC SDR -35, UNLESS NOTED OTHERWISE. 3. ALL WATERMAIN TO BE POLY WRAPPED DUCTILE IRON - CLASS 52, WITH 7.5 FEET MINIMUM COVER. 4. ALL STORM SEWER PIPE TO BE REINFORCED CONCRETE PIPE WITH R-4 JOINTS, AND RUBBER GASKETS. 5. RIP RAP SHALL BE Mn/DOT CLASS 3. C. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CALLING GOPHER STATE ONE CALL AT 454-0002. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. F. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. G. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD. H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. I. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY: COMPANY: PROFESSIONAL SERVICE INDUSTRIES INC ADDRESS: 2401 PILOT KNOB ROAD SUITE 138 MENDOTA HEIGHTS MN PHONE: (651)646-8148 DATED: 08/23/2011 J. THE CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT. K. PRIOR TO PLACEMENT OF AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. i I I -- FO uc - FO -� UC uc - -923.10 GROUND ELEVATION - - -324- - - - - - - - --- -------322-- -_ - - - - - - - - -_920 - - -�-----_-_-_-_9123_ 5J Ef1T'6F�R IN - - - - - - - - - - - - - -- - - f, - -1 sD,rol- W9 -- - - - -314 - -_ - - - - - - - - -912- - DRAINTILE AND WM CROSSING - -923.25 GROUND ELEVATION -924- - - - - - - - - - - - - - - -- - - - - - - - - - :320 - - ----- -- -- ------_916-- -----�- -- ---914-- -_ ------------ 0.47 ____0.47 TOP OF SANITARY SEWER - -910 - - DRAINTILE AND SANITARY CROSSING ,.ofra englneedngsurvrAng planning energy 14800 28th Ave. N, Ste 140 Plymouth, Mlnnesola 55447 V631476.6010 telephone V631 476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification OO I hereby certify that this plan, specificati report was prepared by me or under d' ct supervision and that i am a duly lic s professional ENGINEER under t f the state of Minnesota. Michael RegistraVjW..42661 Date: 10/12/2011 If ap ble, contact us fora wet signed copy of this p is available upon request at MFRA; Inc., th, MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: --/-- Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title UTILITY PLAN Sheet No. Revision C6e01 B NNNOMM Project No. CH119063 0 C D �•Zr� W z O C r— < D FM, T W ~ ~ Mt _ IL ALD, Inc. - rc ARCHITECTURAL LIGHTING DESIGNS, INC. 16.5 FOOT WETLAND BUFFER STRIP t = Z 2920 ANTHONY LANE 1_�� t m > ST. ANTHONY, MN 55418 _ �_' - IL _ > 612-252-4100, 612-252-4141 fax COW 30 FOOT WETLAND PERMANENT STRUCTURE SETBACK - _ _ z _� R oOL f o z m CONTACT: SCOTT HARES o� e I_-_� o o r r � r i-• i-� � �r r o 0 0 0 0 � / CY+EtSTING �1tAIN lct+ASE11flPIVT �+ o+ o+ o+ o+ o+ o+ ! o o+ ! o — o �' I" P�1'2 PLAT Q_. R A OFC A$ EN r o 0 0 0 o 0 0 0 0! o 0 0 ! o _ ® o* i o* r+ r* r o* o* Oi D• D• O+ O+ O+ O+ I Sy+ O+ O+ O+ O+ O+ ! N O O O O O! O O r* �� * r* --N* X W+ r+ O+ o+ O++\ \O� \ O+ i O� i O+ i O+ i O+ O+ O+ O+ O* O+ ! !O+ o a w o 0 0 o a o 0 0 o o I_ ` O or o+ o+ o+ o+ o+ o+ o+ 0 0 0 0* > O N O I> I� I � I°O M ' e ♦ �9p O oJII + o LEi + • �, o+ o+ 0 0I+ . + 01 I� © Q e R 9 p Im El N P♦ ❑I° •�' w cn m in w m m m m m io I��P rTl ❑ iJ N+ N+ r+ r+ r.+ + r+ O+ O+ O+ O+ O+ r+ r+ r• O+ o+ + o+ IZ O F,1 � rr Ia N+ I 4 e PRIMROSE SCHOOL ° o N N w N o m N I I OF CHANHASSEN 12,000 S.F. .r+ F.+ r+ FFE=923.80 ° � N Ie 41+� r* r* r+ r+ °e♦ L.1 w m J w o 0 0 o J m a w > O -O -O -O L ° oy N+ r* r* r+ r+ 0� L---- --------------------------------------------- "+ _+ ��}+ "+ r r+ "+ r+ r + o+ o+ w — 35' AIN GE & U 0 YiLI ERAS > r o* o* • °r r� �' + r,+ r.+ r.,+ r,+ r+ r' r 1 r+ r+ r* N' N* r + No o* O+ ON/ N II J p1 (f� Ol J W V �� N N O O QIv! F'+ r' r+ r* N* N+ r+ F-+ O+ O+ O+ O+ W Ul A r J m tp N N O O b z;--0 - �- --w- m MAINTAINED LIGHT LEVELS USING FIXTURES SHOWN ON SCHEDULE FULL CUTOFF FIXTURES Lo 41 P7 � w r r o 0 o+ o* o* O o o r r N W W W N N N W W W R5 --4= 1ka N d` o+ o+ c' o+ o+ o' o• c+ o+ o+ o+ o+ o• o* o+ o+ o* o* o+ o+ o* o* o+ c+ 'moo'+��02�+ c; o 0 o r, r r r r r r r i-� r i-' i-' i-' r r' o 0 0 0 CROSS ROA DS�,80 U LEVARD o* o+ a' o+ o+ o+ o+ o' o* o* o' o+ o' o+ c%+ o+ o+ o+ 6 0 6 i-+ o 0 0 0 0 0 0 0 0 0 6 0 o' o+ o' o' o+ o* o+ o' o+ o+ o+ o* o< o• _ _-_ ___ - _�__ �+- .-=o o--_.. � �. -.o-. O o_-_0 0 0 0 Q 0 FIXTURES MUST BE THE FOLLCWING: LuoNo Label Z 1 A Label Ca1c:I'ype I Avg I Max Qty Symbol Label Arrangement Description 1 6.8 1 0.0 1 N.A. I N.A. Luriens LLF Watts 4 A SINGLE BRONZELITE 10502-80 LED -NW -4 (20' high) -1 0.850 91.7 2 B BACK -BACK BRONZELITE 10502-80 LED -NW -V (20' high) -1 0.850 1 91.3 2 C SINGLE BRONZELITE 10502-80 LED -NW -3 (14' high) -1 0.850 1 92.3 CalcuSl lation smary LuoNo Label Z 1 A Label Ca1c:I'ype I Avg I Max I Min I A/Min Max/Min ALL AREA Illuninazce 10.84 1 6.8 1 0.0 1 N.A. I N.A. Parking Stalls Only Illuminance 1 1.48 1 3.7 1 0.2 1 7.40 1 18.50 DISCLAII+)ER This lighting plan specifies luminaires supplied by AID. Any deviation from this plan or use of luminaires other than AID products will require full submittal of fixture sanple, drawings, and lighting plan to city, engineer and landscape architect for prior approval. These calculations are NOT valid for owner or city approval using any "non -ALD represented product" or fixtures not shown on this plan. Fixtures must be provided by AID. Calculations have been performed with our best interpretation of the details given to us. Sone differences between measured and calculated results may occur due to intolerances in calculation methods, testing prooedures, ocaponent performance, measurement techniques and field conditions such as voltage, tetperature variations, lamp manufacturer variations, and other variables. Calculations do not take into consideration objects such as, but not limited to, trees, buildings, pavement, sidewalk, or cars. Calculation values represent horizontal (i.e. light meter facing straight up) illuminance EC levels (unless otherwise noted). If the real environment conditions do not match the input data, differences will occur between measured values and calculated values. AID is not responsible for acquiring or interpreting any local lighting codes. These lighting calculations are not a substitute for independent engineering analysis by a professional engineer. F�,c atroEs I,= HER= LuoNo Label Z 1 A 20 2 A 20 3 A 20 4 A 20 5 B 20 6 B 20 7 C 14 8 C 14 Rcozauve It]; f-iixC�ce. 0 n6p SCALE 1. \ NORTH 20 IN f ra engineedngswveying planning energy 14800 28th Ave. N, Ste 140 Pymoulk Minnesota 55447 1/631476.6010 telephone 1/631476.8532 faWmlle www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this plan, specific report was prepared by me or under supervision and that i am a duly licN professional ENGINEER under ;& of Minnesota. Michael C fkNt state Registrat(M%42661 Date: 10/12/2011 If ap bllcontact us for a wet signed copy of this pliftft is available upon request at MFRA, Inc., th, MN office. Summary Designed: MCB Drawn: ERW Approved: McB Book / Page: - -/-- Phase:FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS 8 01/13/12 SEG CITY COMMENTS Sheet Title PHOTOMETRIC PLAN Sheet No. Revision C7.01 B Project No. CH119063 SS -08 05/06 NO SCALE SURMOUNTABLE CONCRETE CURB AND GUTTER NEENAH R-3067 FRAME AND COVER, OR EQUAL, WITH TYPE DL, DR OR VANE GRATE. �X 10' MIN. TRANSITION EXPANSION JOINT DESIGN GUTTER LINE GRADE NOTES: SURMOUNTABLE CURB AND GUTTER TO BE 1. FORMED INTO A B618 TYPE CURB AT CATCH BASIN CASTING. NEENAH R -3290-A OR R-3510 CASTING 2. WILL FIT CURB IF CATCH BASIN FALLS IN DRIVEWAY. CATCH BASIN TO BE DEPRESSED 3. 0.17' BELOW DESIGN GUTTER GRADE. 4^ 0' MIN. TRANS1110 TOP CURB EXPANSION JOINT 2 NO. 4 REBARS ON EACH SIDE OF CASTING 10 FOOT IN LENGTH PROPERTY LINE 2" x 2" PAINTED GREEN TIMBER AT END OF SERVICE z M a CATCH BASIN CASTING AND CURB DETAIL z PAY LENGTH z XX" P.V.C. BENDS, o, XX" P.V.C. 1/8 OR 1/16 MINIMUM GRADE 1/4" PER FOOT APPROVED WATERTIGHT PLUG WYE IN 10 O'CLOCK POSITION SEWER MFRA McCombs Frank Roos Associates, Inc. s-04 SANITARY SEWER SERVICE 7MCombs FR05/06 CONNECTION Frank Roos Associates, Inc. NO SCALE VARIABLE NOTE: SEE STORM SEWER STRUCTURE SCHEDULE FOR CASTING TYPE. 24"X 36" SLAB OPENING PROVIDE 27" DIAMETER OPENING IF ROUND CASTING TO BE PROVIDED. SEE STORM SEWER STRUCTURE SCHEDULE FOR DIMENSIONS FROM BACK OF CURB TO CENTER OF STRUCTURE. DIMENSION FROM BACK OF CURB TO CENTER OF PIPE. FOR A 24" GRATE OPENING. 4' DIA. M.H.-9" IN FROM BACK OF CURB 6' DIA. M.H.-3" BEHIND BACK OF CURB 8' DIA. M.H.-15" BEHIND BACK OF CURB FULL BED OF MORTAR BETWEEN, AND A 6" COLLAR ON THE OUTSIDE OF THE RINGS. MINIMUM OF 2, MAXIMUM OF 4 CONCRETE ADJUSTING RINGS. PRECAST REINFORCED CONCRETE SLAB THICKNESS: 6" FOR 42" TO 48" DIA. 8" FOR 54" TO 102" DIA. 12" FOR 108" TO 120" DIA. ALL JOINTS IN MANHOLE TO HAVE "0" RING RUBBER GASKETS. PRECAST CONCRETE MANHOLE SECTIONS. MANHOLE STEPS NEENAH R1981J OR EQUAL, 16" O.C.- ALUMINUM STEPS APPROVED, DOGHOUSES SHALL BE GROUTED ON BOTH THE OUTSIDE AND THE INSIDE. GROUT BOTTOM MINIMUM SLAB THICKNESS 6" FOR 14' DEPTH. INCREASE THICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN 14' AND REINFORCE WITH 6"X6", 10/10 MESH. SS -02 05/06 CATCH BASIN MANHOLE NO SCALE DUCTILE IRON THREADED PLUG FEMALE ADAPTOR 6" D.I.P. CLEANOUT STACK CONCRETE PLACE CASTING R-1976 OR APPROVED EQUAL ON CLEANOUTS IN PAVED AREAS rJ-amIDRP.IarZP:�:11� 3"MINIMUM .. 45° LONG RADIUS BEND MFRA McCombs Frank Roos Associates, Inc. `XX" (DIP OR PVC) WYE NOTE: CLEANOUT FITTINGS, INCLUDING THE WYE AND STACK SHALL BE DUCTILE IRON, ONLY IF THEY ARE PLACED IN PAVED AREAS. S-06 05/06 TYPICAL CLEANOUT DETAIL NO SCALE 7MFRA McCombs Frank Roos Associates, Inc. n� - � Xi:raordinary`sun -R %trcordinary Service. XGrass (1.75") Sorin^ SofPadTM 2" PAD CFH=UP TO 8' COMPACTED STONE (3/4" MINUS STONE 6" DEEP) 24" STAKE GEOTEXTILE (OPTIONAL) COMPACTED SOIL XGRASS 210 HOWELL DRIVE DALTON, GA 30721 TOLL FREE: 1-877-881-8477 www.xgrass.com ALTERNATIVE FASTENING NOTES: 1. CFH= CRITICAL FALL HEIGHT 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS. 4. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT wWW CADdetails.comrinfo REFERENCE NUMBER 4272-002. XGrass® PLAY CROSS SECTION 4272-002 PROTECTED BY COPYRIGHT 02011 CADdetails.com LTD. CURB RS )ARD REVISION DATE 11107/2011 www.GADdetails.cor GATE VALVES UP THROUGH 12 INCHES IN SIZE SHALL BE IRON BODY, BRONZE MOUNTED, DOUBLE -DISC, PARALLEL SEAT TYPE VALVES 8-7/8" CONFORMING TO THE REQUIREMENTS OF THE AWWA SPECIFICATIONS 7-5/8" C-500 FOR WORKING PRESSURE OF 175 PSI. "O-RING" CONSTRUCTION SHALL BE USED THROUGHOUT. ALL VALVES SHALL CLOSE BY TURNING IN 2" 06-1/4-A CLOCKWISE DIRECTION. VALVE BOXES SHALL BE THREE PIECES, 2" ADJUSTABLE, SCREW TYPE BOXES, TYPE "F" (63"-85" EXTENSIONS) NTH ¢ A 5-1/4" SHAFT SIZE. BASE SIZES SHALL BE AS FOLLOWS: > 6" AND 8" VALVES NO. 6 ROUND 6-5/8" 10" AND 12" VALVES NO. 160 OVAL 7-1/8 THE WORD "WATER" SHALL BE IMPRINTED ON EACH LID. VALVE BOXES TO TOP SECTION BE SIMILAR TO MUELLER 10378, CLOW F -2d50 OR E-3002 OR EQUAL. 5-3/4" VALVE BOX �1-1/2" DROP LID FINISHED GRADE a WATER ADJUST TOP TO 1/2" it TYLER 6860-6865 > � BELOW BIT. GRADE I6" 2" 77--3//88" MUELLER H-10361 OR 1" BELOW __1 BIBBY 8-5160 FINISHED BOULEVARD GRADE, AND SHALL 8-1/8' 4" BE SET SO AS TO / PROVIDE 12" OF 8 UPWARD EXTENSIONS / ADJUSTMENT. TYLER ENTER VALVE BOX J NO. 58, 59 & 60 NUT. OPERATING MMUELR ATE VALVE - M NO- 58 & 59 RESILIENT WEDGE � 7 � BIBBY TYPE OR APPROVED 7 F�" NO. 57, 58, 59 & 60 EQUAL EGALUG MIDDLE SECTION GATE VALVE BOXES ARE 3 PIECE, 5-1/4" SHAFT 9-7/16" 7-3/4" � 7 14-3/4" 8" CONCRETE BLOCK 17 -1/4 - NO. 6 ROUND BASE W-05 GATE VALVE AND MFRA 05/06 BOX INSTALLATION McCombs Fronk Roos NO SCALE Assodates, Inc I NO SCALE ORNAMENTAL FENCE ORNAMENTAL GATE 2" RIBBED CHANEL RAIL 1 j"X 1 J X 14go. COLOR BLACK —2 }" x 129o. POST COLOR BLACK — 3/4" x 169a. PICKET COLOR BLACK .-Bx112 END BRACKET `EMBEDDED GATE POSTS INTO CONCRETE FOOTING RIBBED CHANEL RAIL 1 1fX 1 J X 14go. COLOR BLACK 2 r x 12go. POST COLOR BLACK GATE HARDWARE: SGXSX25 COLOR BLACK 3/4' x 16go. PICKET COLOR BLACK 1 3/4" x 14go. GATE END CONCRETE FOOTING mf ra engIneedngsutveying planning energy 14800 26th Ave. N, Ste 140 Plynnoutlk Minnesota 55447 (/63) 476.6010 telephone C7631 476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this plan, specificati report was prepared by me or under d' ct supervision and that i am a duly lic s professional ENGINEER under f the state of Minnesota. saw - ORNAMENTAL FENCE ORNAMENTAL GATE 2" RIBBED CHANEL RAIL 1 j"X 1 J X 14go. COLOR BLACK —2 }" x 129o. POST COLOR BLACK — 3/4" x 169a. PICKET COLOR BLACK .-Bx112 END BRACKET `EMBEDDED GATE POSTS INTO CONCRETE FOOTING RIBBED CHANEL RAIL 1 1fX 1 J X 14go. COLOR BLACK 2 r x 12go. POST COLOR BLACK GATE HARDWARE: SGXSX25 COLOR BLACK 3/4' x 16go. PICKET COLOR BLACK 1 3/4" x 14go. GATE END CONCRETE FOOTING mf ra engIneedngsutveying planning energy 14800 26th Ave. N, Ste 140 Plynnoutlk Minnesota 55447 (/63) 476.6010 telephone C7631 476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this plan, specificati report was prepared by me or under d' ct supervision and that i am a duly lic s professional ENGINEER under f the state of Minnesota. RegistraWliW..42661 Date: 10/12/2011 If ap bie%contact us for a wet signed copy of this o~h is available upon request at MFRA, Inc., th, MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book/ Page: --/-- Phase:FNJAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS B 01/13/12 SEG CITYCOMMENTS Sheet Title CONSTRUCTION DETAILS Sheet No. Revision (9.01 B Project No. CH119063 C-01 A O6/O6 NO SCALE 1/2' R /f-3 R C X1/2" R N I SLOPE 3/4" P FT. :246" I 12" -•, � N + –A MINIMUM OF 4" OF CLASS 5 SHALL BE PLACED BELOW THE CURB. 8" 12" 2 #4 REINFORCING RODS AT CATCH BASINS 20 FEET IN LENGTH, CENTERED ON THE STRUCTURE 1/2" R--\ /f-3" R R N If SLOPE 3/4"_P FT. r%) —2-12- 4Rl� R I\ N� 12" 2 #4 REINFORCING RODS AT CATCH BASINS 20 FEET IN LENGTH, CENTERED ON THE STRUCTURE 8612 CONCRETE CURB AND GUTTER NOTE: ANY SIGN FREE STANDING IN ASPHALT PARKING LOT SHALL BE MOUNTED AS SHOWN. n< ri 0 ri PAVING GRANULAR BASE CONCRETE N PARKING o VEHICLE ID REQUIRED 0 UP TO $200 FINE FOR VIOLATION MNDOT SIGN NO. R7.8A 4" x 4" STEEL TUBE (SEE SIGN DETAILS THIS SHEET) 6"0 SCH. 40 STEEL PIPE–FILL WITH CONC. ONE WRAP OF #30 ROOFING FELT .5' M-02 REV. 10/08 ACCESSIBLE PARKING SIGN NO SCALE MFRA McCombs Frank Roos Associates, Inc. 0 �i 0 MFRA McCombs Frank Roos Associates, Inc. ENSURE POSITIVE DRAINAGE FROM SURFACE TOP OF MAINTENANCE STRIP SHALL BE 1" ABOVE FINISH GRADE COMPACTED POST – FENCE POST r— #4 REBAR 3/4" DEEP CONTROL JOINT CV 18" ^^..�^. SECTION..' #4 REBAR PLAN 18" CONCRETE MAINTENANCE STRIP NO SCALE STANDARD DUTY PAVEMENT HEAVY DUTY PAVEMENT MFRA McCombs Frank Roos Associates, Inc. 1.5" BITUMINOUS WEAR COURSE, MN/DOT LVWE 45035 B* 2.5" BITUMINOUS BASE COURSE, MN/DOT LVNW 35035 B* 9" CLASS 5 OR CLASS 7 (100% CRUSHED) AGGREGATE BASE, MN/DOT 3138* 12" COMPACTED APPROVED SUBGRADE 1.5" BITUMINOUS WEAR COURSE, MN/DOT LVWE 45035 B* 2.5" BITUMINOUS BASE COURSE, MN/DOT LVNW 35035 B* 9" CLASS 5 OR CLASS 7 (100% CRUSHED) AGGREGATE BASE, MN/DOT 3138* 12" COMPACTED APPROVED SUBGRADE 7" CONCRETE – 4,000 PSI 8" CLASS 5 OR CLASS 7 (100% CRUSHED) AGGREGATE BASE, MN/DOT 3138* 12" COMPACTED APPROVED SUBGRADE CONCRETE PAVEMENT NOTES: 1. THE PAVEMENT SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT "STANDARD SPECIFICATION FOR CONSTRUCTION", AND ALSO THE REQUIREMENTS OF THE OWNER'S SOIL ENGINEER. 2. ALL THICKNESSES, AS SPECIFIED, ARE TO BE CONSIDERED MINIMUM DEPTHS, AFTER COMPACTION. 3. MN/DOT SPEC. 2357 BITUMINOUS TACK COAT SHALL BE PLACED BETWEEN SUCCESSIVE BITUMINOUS LIFTS AND AGAINST ABUTTING CONCRETE CURB EDGES. 4. RECYCLED BITUMINOUS WEAR COURSE MIX WILL NOT BE ALLOWED. STRT-04 11/08 PAVEMENT SECTIONS NO SCALE MFRA McCombs Frank Roos Associates, Inc. MINIMUM 6' OF— COMPAC-EO SAND 18" MIN. SEPARATI 3" STYROFOAM INSULATION TRANSI-10N TO SPECIFIED \V I ONE PIPE LENGTH DEPTH (TYPICAL). INSTALL VERTICAL BENDS WITH MEGA LUGS AS REQUIRED. WATERMAIN UNDER STORM SEWER NO -E INSULATION AND COMPACTED SAND SHALL EXTEND 12" PAST OUTSIDE OF PIPE INSDLAON SHALL OVER LAP AT JOfNTS BY Mft OF 12` QPiOF WATERMAIN/STORM SEWER ' CROSSING REAFILE NA E:o. ENGINEERING DEPARTMENT 2204 FILE tLWE=G: G SPECS 2264 V_0" 5-0" 4" CONCRETE W/ FINISH (TYP) 4" SAND BASE B6–XX CONC. CURB & GUTTER C-13 CONCRETE SIDEWALK 06/06 SECTION BEHIND CURB & GUTTER NO SCALE MFRA McCombs Frank Roos Associates, Inc. VARIABLE HYDRANT – VALVE BOX 6" 6" VARIES 5'-6' (SEE PLANS) 11 PER F1 j 5LOPE TO ROADWA -- – .– CLASS 5 BASE I CONCRETE SEE NOTES 1 & 3 NOTES - 1. TYPICAL 6" THICK CONCRETE SIDEWALK, 2. USE 8" THICK FOR COMMERICAL DRIVEWAY CROSSING, 3. JOINT SPACINC AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. MIN CONCRETE MIM SIDEWALK 1-16 PLATE N6.: ENGINEERING DEPARTMENT 5214 F%E NAk�: G: G CS 5?t4 5' MIN. WIDTH 4" P.C. CON RETE* 2.0% 4" SAND SECTION "A—A" GENERAL NOTES FOR CONCRETE CONSTRUCTION: THE CONCRETE SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF MN/DOT "STANDARD SPECIFICATIONS FOR CONSTRUCTION". SIDEWALK CONTROL JOINTS SHALL BE LOCATED AT 5 FEET ON CENTER. SIDEWALK EXPANSION JOINTS SHALL BE LOCATED AT A MAXIMUM OF 100 FEET ON CENTER, AND WHERE SIDEWALK ABUTS CURB, STRUCTURES, AND OTHER FIXED OBJECTS. SEAL ALL EXPANSION JOINTS. BROOM FINISH SHALL BE PERPENDICULAR TO THE LINE OF TRAFFIC. *THE THICKNESS SHALL BE INCREASED TO A MINIMUM DEPTH OF _ INCHES AT DRIVEWAY CROSSINGS. C-14 kFRA 05/06 CONCRETE SIDEWALK DETAIL mbsFrankRoos NO SCALE Associates, Inc. 14M , f ra englneeringsurveying planning energy 14800 28th Ave, N, Ste 140 Pymoum, Minnesota 55447 [/631476.6010 telephone 1763) 476,8532 facsimile www,mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this plan, specificati report was prepared by me or under d ct supervision and that i am a duly lic s professional ENGINEER under It f the state of Minnesota. Michael C—E%%Fdt RegistraWIV..42661 Date: 10/12/2011 If ap bl�contact us for a wet signed copy of this oltFIVIth is available upon request at MFRA, Inc., th, MN office. Summary Designed:McB Drawn:ERW Approved: MCB Book/ Page: - -/-- Phase:FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENTCOMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C9.02 B Project No. CH119063 '1 1k I , I 4L KL it -� 16.5 FOOT WETLAND BUFFER STRIP Mz / , 0 CD � 30 FOOT WETLAND PERMANENT STRUCTURE SETBACK _ _ xt CD [T (A MOOT 260 SEED MIX(TYP.)vy ,k \ - + + - EXISTING DRAINAGE AND UTILITY EASEMENT \ \ \\ \\\ \\ \\ + + + + 4. PER PLAT OF CROSSROADS OF CHANHASSEN \ + , 923\ 2 \ T + + + + + + + + + MNDOT 260 SEED MIX( ) s \\' \t\ '� . o •. •. n ° • ° ° _ p 4 �. e 6 PLANTING DETAIL v v �•' _� v i" . ` \\ LJ ❑° XGRASS SEE DETAIL SHEET C9.02 (TYP.) ' ' 92 fill\'`` \ tt I I 2 \ \\ I Q. El HARDWOOD MULCH, (TYP. L-1.Oz PLANTING DETAIL \\\ - - - I � HARDWOOD MULCH (T' ° \ \ BLACK METAL EDGING BLACK METAL EDGING (TYP.) ,�� ° I HARDWOOD MULCH (TYP.) 5 PLANTING DETAIL I \ XGRASS SEE DETAIL SHEET 09.02 (TYP.) cQ L1.02 I SOD (TYP.) 1 L1.0 s i� in SITE LANDSCAPE PLAN 23 LIE uc -uc UE UG 094 --YE v - SOD (TYP.) LANDSCAPE LEGEND KEY 13OTMICAL NAME ICOMMON NAME I SIZE ROOT QTY. .. DECIDUOUS TREES HIGHLAND SOD i + + ROADSIDE TURFGRASS MIX MNOOT 260 * * ALL AREAS DISTURBED BY CONSTRUCTION NOT x HL 0 Gleditsia triaconthos0 'Shademaster' SHADEMASTER HONEYLOCUST 3" BB U 5 Of 2. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET var. inermis PERIOD. ALL REQUIREMENTS SPECIFIED. 0 PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE 3. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS FRIABLE LOAM CONTAINING A LIBERAL AMOUNT OF HUMUS AND CAPABLE WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH INSTALLATION. MN/DOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE 4. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS WEEDS, APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 0 BL ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR Acer rubrum 'Olson' NORTHFIRE MAPLE 3" BE 9 Z PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM BY ROTOTILUNG IT INTO THE TOP 12" OF SOIL. w 18. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASON 6. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED, THE DRIP LINE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING WITH 4' HT. ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED u� J Hg \ Celtis occidentalis HACKBERRY 3" BB 4 PRIOR TO PLANNED DEUVERY. THE CONTRACTOR SHALL NOTIFY THE SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND ORNAMENTAL TREES PLANT INSTALLATION. ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE 20. SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL LANDSCAPE ARCHI A RB MAY ELECT TO PLANT IN OFF-SEASONS ENTIRELY AT HIS/HER RISK. Betula nigra RIVER BIRCH 1.5" BEI 8. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. ���� B&B: APRIL 1 -JUNE 1; AUG. 21-NOV. 1 EVERGREEN POTTED PLANTS: 9. MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS 0 WEEDS OR OTHER DELETERIOUS MATERIAL, IN ALL MASS PLANTING BEDS AUG. 21 -SEPT. 15 TURF/LAWN SEEDING: APRIL 1 -JUNE 1; JULY 20 -SEPT. AND FOR TREES, UNLESS INDICATED AS ROCK MULCH ON DRAWINGS. a. U SB Syringa reticulata JAPANESE TREE LILAC 1.5" BB 3 J WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND SHRUB BEDS, AND 3" FOR PERENNIAL/GROUND COVER BEDS, UNLESS MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, OTHERWISE DIRECTED. INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE 10. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF (n SS DISCREPANCIES EXIST. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE Malus x 'Spring Snow' SPRING SNOW CRABAPPLE 1.5" BB Z 3 EVERGREEN TREES 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE BH VERIFY ALL QUANTITIES SHOWN ON THE LANDSCAPE LEGEND. Piceo glauca var. Densato BLACK HILLS SPRUCE 6' BB - GUARANTEE PERIOD. ALLOWED. 22. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR 13. THE CONTRACTOR SHALL KEEP PAVEMENTS, PLANTERS AND BUILDINGS ow of CLEAN AND UNSTAINED. ALL PEDESTRIAN AND VEHICLE ACCESS TO BE FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, MAINTANED THROUGHOUT CONSTRUCTION PERIOD. ALL WASTES SHALL BE 0 PROMPTLY REMOVED FROM THE SITE. ANY PLANT STOCK NOT PLANTED SPECIFICATIONS. ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL 23. 0 CB INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE Picea pungens COLORADO BLUE SPRUCE 6' BB - J THE CONTRACTOR'S EXPENSE. AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL :o APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. ARRANGEMENTS FOR WATER. 15. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION ONES, WITH THE 24. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE nu�o INSPECTION. 454-0002 (TWIN CITIES METRO AREA) OR 800-252-1166 (GREATER 25. ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 4" TOP SP MINNESOTA) 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE Pinus niogra AUSTRIAN PINE 6' BB - OBTAINED. SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO 26. ALL DISTURBED AREAS TO RECEIVE NATIVE WETLAND SEEDED, ARE TO FACILITATE PLANT RELOCATION. RECEIVE ENGINEERED SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY 16. ��a STAND OF GRASS IS OBTAINED. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. D D D D D D D 0 20 40 SCALE 1" = 20' � SEED MIX LEGEND MULCH (TYP,)- rt PLANTING DETAIL -1.D2 \ ` DD SYM TWE SEED MIX .. son HIGHLAND SOD i + + ROADSIDE TURFGRASS MIX MNOOT 260 * * ALL AREAS DISTURBED BY CONSTRUCTION NOT FORTIFIED WITH FORBES *+*+ INTENDED TO BE SODDED, OR RETENTION BASINS AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE NOTES: 1. SHREDDED BARK MULCH TYPICAL IN ALL SHRUB AND GROUND COVER AREAS. MULCH TO COMPLY WITH MNDOT TYPE 5 OR 6 MULCH SPECIFICATION. 2. ALL SOD AND LANDSCAPED AREAS TO BE IRRIGATED, SEE SHEET L2.01 FOR MORE INFORMATION. v F%=I---' I 1-zzap� FO ' Fo u UG c D D D 4 m FO FO FO - uc c uc - �- S (TYP.) PLANTING NOTES DD DD � 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DD _� PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY DD AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE m FO FO FO - uc c uc - �- S (TYP.) Imf ra englneering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Mlnnesota 55447 (763)476.6010 telephone [763) 476.8532 facsimlle www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this survey, plan or prepared by me or under my direct 51 and that I am a duly Licensed LANDk�� ARCHITECT under the laws of t11�' Minnesota. IXI JAMES A. Registra 45071 Date: 11/11/2011 This1fic ion is not valid unless wet signed in blue 4n licable, contact us for a wet signed copy of ey which is available upon request at MFRA, , Plymouth, MN office. Summary Designed: MCB Drawn: ERW Approved: McB Book / Page: --/-- Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title SITE LANDSCAPE PLAN Sheet No. Revision L1.01 B Project No. CH119063 N PLANTING NOTES 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY DISEASE AND BE CONTAINER GROWN OR BALLED AND BURLAPPED AS AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE INDICATED IN THE LANDSCAPE LEGEND. SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY 2. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET PERIOD. ALL REQUIREMENTS SPECIFIED. 17. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE 3. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS FRIABLE LOAM CONTAINING A LIBERAL AMOUNT OF HUMUS AND CAPABLE WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH INSTALLATION. MN/DOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE 4. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS WEEDS, APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 5. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR 10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN NURSERY STOCK," ANSI -Z60, LATEST EDITION, OF THE AMERICAN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM BY ROTOTILUNG IT INTO THE TOP 12" OF SOIL. QUALITY REQUIREMENTS FOR PLANT MATERIALS. 18. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASON 6. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED, THE DRIP LINE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING WITH 4' HT. ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED LABOR AND PLANTS. BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING. 19. CONTRACTOR SHAD- NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS 7. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS PRIOR TO PLANNED DEUVERY. THE CONTRACTOR SHALL NOTIFY THE SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND PLANT INSTALLATION. ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE 20. SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL LANDSCAPE ARCHI A MAY ELECT TO PLANT IN OFF-SEASONS ENTIRELY AT HIS/HER RISK. PLANT MATERIALS PRIOR TO INSTALLATION. DECIDUOUS POTTED PLANTS: APRIL 1 -JUNE 1; AUG. 21-NOV. 1 DECIDUOUS 8. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. B&B: APRIL 1 -JUNE 1; AUG. 21-NOV. 1 EVERGREEN POTTED PLANTS: 9. MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS APRIL 1 -JUNE 1; AUG. 21 -OCT. 1 EVERGREEN B&B: APRIL 1 -MAY 15; WEEDS OR OTHER DELETERIOUS MATERIAL, IN ALL MASS PLANTING BEDS AUG. 21 -SEPT. 15 TURF/LAWN SEEDING: APRIL 1 -JUNE 1; JULY 20 -SEPT. AND FOR TREES, UNLESS INDICATED AS ROCK MULCH ON DRAWINGS. 20 NATIVE MIX SEEDING: APRIL 15 -JULY 20; SEPT. 20 -OCT. 20 SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON-SITE 21. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE FOR APPROVAL. DELIVER MULCH ON DAY OF INSTALLATION. USE 4" FOR WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND SHRUB BEDS, AND 3" FOR PERENNIAL/GROUND COVER BEDS, UNLESS MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, OTHERWISE DIRECTED. INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE 10. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, DISCREPANCIES EXIST. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RE -SETTING PLANTING NOTES AND GENERAL NOTES. PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE VERIFY ALL QUANTITIES SHOWN ON THE LANDSCAPE LEGEND. RESPONSIBLE FOR KEEPING THE TREES PLUMB THOUGHOUT THE 12. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE GUARANTEE PERIOD. ALLOWED. 22. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR 13. THE CONTRACTOR SHALL KEEP PAVEMENTS, PLANTERS AND BUILDINGS TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED CLEAN AND UNSTAINED. ALL PEDESTRIAN AND VEHICLE ACCESS TO BE FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, MAINTANED THROUGHOUT CONSTRUCTION PERIOD. ALL WASTES SHALL BE QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND PROMPTLY REMOVED FROM THE SITE. ANY PLANT STOCK NOT PLANTED SPECIFICATIONS. ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL 23. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE WATER ALL PLANTS ONCE A WEEK. IN EXTREMELY HOT, DRY WEATHER, REJECTED. ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAVED AT WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH THE CONTRACTOR'S EXPENSE. AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. ARRANGEMENTS FOR WATER. 15. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION ONES, WITH THE 24. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL AT INSPECTION. 454-0002 (TWIN CITIES METRO AREA) OR 800-252-1166 (GREATER 25. ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 4" TOP MINNESOTA) 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO OBTAINED. SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO 26. ALL DISTURBED AREAS TO RECEIVE NATIVE WETLAND SEEDED, ARE TO FACILITATE PLANT RELOCATION. RECEIVE ENGINEERED SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY 16. USE ANTI -DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS STAND OF GRASS IS OBTAINED. Imf ra englneering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Mlnnesota 55447 (763)476.6010 telephone [763) 476.8532 facsimlle www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this survey, plan or prepared by me or under my direct 51 and that I am a duly Licensed LANDk�� ARCHITECT under the laws of t11�' Minnesota. IXI JAMES A. Registra 45071 Date: 11/11/2011 This1fic ion is not valid unless wet signed in blue 4n licable, contact us for a wet signed copy of ey which is available upon request at MFRA, , Plymouth, MN office. Summary Designed: MCB Drawn: ERW Approved: McB Book / Page: --/-- Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title SITE LANDSCAPE PLAN Sheet No. Revision L1.01 B Project No. CH119063 N e m "s \ \ GLS DKill � \ r"+ KgG B M ,o ®0 Y ; \\ \\ \ \\ \ \\ \ \\ \ \ \ \ \ �� �� �1 E - _ w -- - 1 MAIN ENTRANCE PLAN o 10 20 30 SCALE 1" = 10' NORTH \ \ 923 \ \\ '� 923 \ DD DD DD 5 D B \\\ Bt 2 w e - k -� ., 1v Ah TY— J Im- AW 1.10 r • t C_ UC• ED i 3 EAST SIDE LANDSCAPE PLAN 0 10 20 30 SCALE 1" = 10' NORTH r— — — ---\ i 4 MAIN ENTRANCE PLAN L1.0 I 1. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR - TO PLANTING 2. TRIM OUT DEAD WOOD AND WEAK AND/OR PLAN DEFORMED TWIGS. DO NOT CUT A LEADER. M IYM PAINT CUTS. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR 8" 2—PLY NYLON STRAPS THOROUGHLY COMPACTED BACKFILL SOIL INSTALL PLANT SO THE ROOT FLARE IS AT OR DOUBLE STRAND 12 GAUGE WARE UP TO 2' ABOVE THE FINISHED GRADE. PAINTED FLUORESCENT ORANGE 4. PLACE PLANT IN PLANTING HOLE WITH BURLAP WHITE FLAGGING (TYP.) AND WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12' OF THE TOP OF ro TREE WRAP ROOTBALL, WATER PLANT. REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO 4 INCHES MULCH HORIZONTAL RINGS, WHICHEVER IS GREATER. 4 INCH DEEP SAUCER REMOVE ALL BURLAP AND NAILS FROM TOP 8' STEEL TEE POST— 3 REQUIRED AT 120' 1/3 OF THE BALL REMOVE ALL TWINE. 4 5. PLUMB AND BACKFILL WITH BACKFILL s % - BACKFILL MIX SOIL 6. WATER TO SETTLE PLANTS AND FILL UNDISTURBED SUBSOIL VOIDS. REMOVE BURLAP & ROPE 7. WATER WITHIN TWO HOURS OF FROM TOP 1/3 OF THE BALL INSTALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE. B. PLACE MULCH WITHIN 4B HOURS OF ,. j NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. THE SECOND WATERING UNLESS SOIL U MOISTURE IS EXCESSIVE. A DECIDUOUS TREE PLANTING DETAIL. CONIFEROUS TREE PLANTING DETAD, xoT m scut D W To s 0 10 20 30 SCALE 1" = 10' NORTH NOTE: GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD GUY ASSEMBLY— 16' POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1-1/2" WIDE STRAP (TYP) DOUBLE STRAND 10 GA WIRE, 2-7' ROLLED STEEL POSTS (MnDOT 3401) 0 180' O.C. (SEE STAKING DIAGRAM) COORDINATE STAKING TO INSURE UNIFORM A2 12 ORIENTATION OF GUY LINES AND STAKES 12 STAKING DIAGRAM -GUY WIRE WITH WEBBING FLAGGING— ONE PER WIRE -4'-6• SHREDDED HARK MULCH -EXISTING GRADE -MINIMUM 1/2 WIDTH OF ROOT BALL -PLANTING SOIL MIXTURE (SEE SPEC.) -UNDISTURBED OR STABILIZED INCHES MULCH ( SEE LANDSCAPE NOTES FOR TWE OF MULCH ) _ IF SHRUB IS B & B. THEN 12 REMOVE BURLAP & ROPE ? fO FROM TOP 1/3 OF BALL C ,-- - BACKFILL MIK UNDISTURBED SUBSOIL �\ SHRUB & CONTAINER PLANTING DETAIL NOT TO SCALE 2 MAIN ENTRANCE PLAN 1.0 I DBB. I � "kV � 7 DS DKL — �90 5 _ J lei Ir UE --- U5i.\ 5 MAIN ENTRANCE PLAN 1.0 1 0 10 20 SCALE 1" = 10' 0 10 20 SCALE 1" = 10' a Mk 330 ■ NORTH ]30 ■ (b NORTH LANDSCAPE LEGEND PLANTING SCHEDULE ARE FOR KEY BOTANICAL NAME ICOMMON NAME I SIZE I ROOT I QTY. I REMARKS CONTRACTOR'S SHRUBS TO VERIFY QUANTrrIES SHOWN SW Juniperious Horizoontalis 'Savin' SAIN JUNIPER #5 CONT. 13 DBB Euonymus alatus 'Compactus' DWARF BURNING BUSH #5 CONT. 39 DBW Salix purpurea 'Nana' DWARF BLUE ARCTIC WILLOW #5 CONT. 20 GLS Rhus aromatica 'Gro–Low' GRO–LOW FRAGRANT SUMAC #5 CONT. 55 BCA Viburnum trilobum 'Bailey Compact' COMPACT AMERICAN CRANBERRY13USH #5 CONT. 7 FULL FORM TO GRADE AWS Spiraea x bumalda 'Anthony Waterer ANTHONY WATERER SPIREA #5 CONT.1 57 ® LPS Spiraea japonica 'Little Princess' LITTLE PRINCESS SPIREA #5 CONT. 6 SMS Spiraea nipponica 'Snowmound' SNOWMOUND SPIREA #5 CONT. 23 ® MIN Weigela florida 'Minuet' MINUET WEIGELA #5 CONT. – DKL Syringo meyeri 'Palibin' DWARF KOREAN LILAC #5 COM. 16 3' HEIGHT MINIMUM PERENNIALS KFG Calamagrostis acutiflora 'Karl Foerster' KARL FOERSTER FEATHER REED GRASS #1 CONT. 102 PLANT 2' O.C. PDS Sporobolus heterolepis PRAIRIE DROPSEED #1 CONT. 90 PLANT 2' O.C. BDL Hemerocallis 'Baja' BAJA DAYLILY #1 CONT. 77 PLANT 18" O.C. PMD Hemerocallis 'Pardon Me' PARDON ME DAYLILY #1 CONT. 12 PLANT 18" O.C. SLID Hemerocallis 'Stella d'Oro' STELLA D'ORO DAYULY #1 CONT. 27 PLANT 18" O.C. WLC Nepeta x faasenii 'Walkers Low' I WALKER'S LOW CATMINT #1 CONT. – PLANT 2' O.C. SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S VTITIES CONVENIENCE. CONTRACTOR TO VERIFY QUANTrrIES SHOWN ON THE PLAN. mf ra englneeringsurveying planning energy 14800 28th Ave. N, Ste 140 Ptymouth, Minnesota 55447 17631476.6010 telephone 1763) 476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification `O� I hereby certify that this survey, plan or r iMvas prepared by me or under my direct s ' I n and that I am a duly Licensed LAND ARCHITECT under the laws of t f Minnesota. JAMES A. RegistratoqW. 45071 Date: 11/11/2011 This dic ion is not valid unless wet signed in blue - inplicable, contact us for a wet signed copy of ey which is available upon request at MFRA, Plymouth, MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: --/-- Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 E"W CLIENT COMMENTS 8 01/13/12 SEG CITY COMMENTS , Sheet Title SITE LANDSCAPE DETAILS Sheet No. Revision L1.02 B Project No. CH119063 _/ - ` 16.SFOOT WETLAND BUFFER TRIP 97 V \ =IRRIGATION GUIDELINES zr z rr 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT APPROVAL IN 30 FOOT WETLAND PERMANENT STRUCTURE SETBACK _ - - _ _^-- xL cC i_n i ^� •+- ' ACCORDANCE WITH PROJECT MANUAL. SHOP DRAWINGS SHALL INCLUDE ACCURATE LAYOUT OF SYSTEM, INCLUDING BUT NOT LIMITED TO LOCATIONS, SIZES, AND - PRODUCT/MATERIAL TYPE USED FOR COMPLETE IRRIGATION SYSTEM. POP-UP SPRAY AND ROTO IRRIGATION HALL - - _ R N S HAVE HEAD TO HEAO COVERAGE. SYSTEM SHALL BE WINTERIZED(BLOWN-OUT) AFTER THE FIRST OPERATIONAL SEASON AND SHALL PROVIDE STARTUP THE FOLLOWING SPRING IRRIGATION SHALL HAVE TWO-YEAR WARRANTY ON PARTS AND LABOR FOLLOWING INSTALLATION APPROVAL BY OWNER. � \ y" / 2. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANY EXCAVATION INSTALLATION. ANY DAMAGE TO UNOERGROUND ABOVE EXISTING DRAINAGE AND UTILITY EASEMENT '"`� - / - / GROUND FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS -- PER PLAT OF CROSSROADS OF CHANHASSEN ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THE \ \\ � \.\ \v \�•\\\\��� V � `w\�� A��- --,. -- - ----" _ - y � � / CONTRACTOR. 4 fiM f ♦ ff "la _ \ ° \\\ \\ \\ �\ \;\ s <`- o - -" - / 3. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALLLL IM BE COORDINATED WTHE LANDSCAPE ARCHITECT OR • EQUIVALENT AT THE PROJECT SITE. \\\ _ -/ _ 4. THIS DESIGN IS TO BE BASSO ON THE PRESSURE AND VOLUME OF STATIC, > \ _ / RESIDUAL, AND FLOW. SUBMIT CRITICAL ANALYSIS WITH THE SHOP DRAWINGS. \\\\•• \ � ~ / $ IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE INFORMATION. \\\\\\\\\\\\\\\\ \\`\\\\ •.\\\\ \\ , , (II _ _ / 5. THE IRRIGATION CONTRACTOR SHALL ARRANGE FOR ANY NECESSARY PERMITS COURSE OF CONSTRUCTION. AND/OR INSPECTIONS REQUIRED BY LOCAL AGENCIES OR ORDINANCES DURING THE THIS j \\\\ � \ . .,\�\\ \\•'.\ `.\:\\\� � ° °_° i `_........ s 1 • �'-_ _ - � - _ - - - -- I BUT i,�-__-\\�'• \\\\\\\ ,\�� - \\\• \\Y\\\\\.' `\,� •. � $ 6 MATERRLSAMAY NHAVE IGO BE SUPPLIED AND INSTALLEDSHOWS NECESY MATERIALS, THE R IIGATIONER CONTRACTOR IN ORDER TO HAVE, UPON COMPLETION, A FULLY OPERATIONAL IRRIGATION SYSTEM. ° e 'I` -- / F_ v ff 7. ALL PVC PIPING UNDER CONTINUOUS PRESSURE SHALL BE CLASS 200, ALL OTHER / �!2 PVC SHALL BE CLASS 160. w« 8. ALL MAIN ONES SHALL BE 18" BELOW FINISHED GRADE. 9. ALL LATERAL LINES SHALL BE 12" BELOW FINISHED GRADE. ! \ \ 10. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR. 11. CONTRACTOR SHALL VERIFY LOCATIONS, SIZES, AND DEPTH OF SLEEVES PRIOR TO CONSTRUCTION \\ \ \• � " o --»_� 1 _ - _ _ _- I 12. FABRICATE ALL PIPE TO MANUFACTURER'S SPECIFICATIONS WITH CLEAN AND SQUARE \\ \`\` CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR \\\\ \ \ I I INTENDED TYPE OF CONNECTION. I 13. BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS. 14. ALL VALVE BOXES AND COVERS IN TURF AREAS SHALL BE GREEN IN COLOR. ALL • \\\\\\\\ • �: �'�� = \. VALVE BOXES ON PLANTING BEDS SHALL BE TAN IN COLOR. \\4 a ( 15. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN b I o PLANT BED AREAS WHENEVER POSSIBLE. ° ° 16. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S \\ \\ \ REPRESENTATIVE, SUBMIT LOCA IN IN SHOP DRAWINGS. \\\ \ \\ °\\. .I ° I - - 17. CONTROL WIRES: 14 GAUGE, DIRECT BURIAL, SOUD COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE (#12 FOR RUNS OVER 2000 -FEET). USE MOISTURE -PROOF r■ L \4 SPLICES AND SPLICE ONLY VALVES PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TO EACH VALVE AND ONEE (1) SPARE WIRE AND GROUND TO \\ FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODE ALL WIRES. \ 18. AVOID OVERSPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS �\� A\ \ \ DD �- DC AUTOMATIC VALVE. OR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON ,V �\ A DD D DD DD DD DD DD DD DD DD \ DD DD �--� D ' �- DD\ \� DD 19. ADJUST PRESSURE AT VALVES FOR OPTIMUM PRESSURE ON SITE. �Hl20USE SCREENS IN ALL HEADS AS -BUILT IRRIGATION RE PVC MAINUNE.DRIP VALVE / FILTER REGULATOR.TPICAL OFFSET2' FROM HARDSCAPE. 4' TPICAL FPT ADAPTER AI COMPRESSION COUPLER. 1'PVCLATERAL7 PIPE. Y,- POLYETHYLENE OR PVC HEADER.TYPICALCOMPRESSION FITTING. DRIPUNE SPACING AS NOTED. AIR REUEF VALVE AT - HIGH POINT, IF INDICATED. TPICAL DRIP UNE - WITH EMITTER SPACING AS NOTED. TIE DOWN STAKE AT ALL TEES, EUS, AND 2' O.0 (MAX) UE �uE EMEN OPERATION INDICATOR - ALL ZONES SLOPED CONDITION NOTE 1. INSTALL AIR REUEF VALVE AT HIGHEST POINT. 2. SPACING AS NOTED ON TOP 2/3 OF SLOPE. 3. SPACING AT BOTTOM KAS NOTED PLUS 25X 4. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE BOTTOM JS SEPARATELY. III Y III FLUSH VALVE OR �� , W JLL CAP AT LOW END, AS NOTED. END FEED EXAMPLE CENTER FEED EXAMPLE DRIP LINE TYPICAL LAYOUT REMOTE CONTROL VALVE WITH DISC FILTER AND PRESSURE REGULATOR - SEE LOW FLOW ZONE CONTROL VALVE KIT - . 21. ALL PIPE 2" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN PER LIE UE UE UE UE U `--- - - UE UE ur uE uE uE'--�jr INDUSTRY STANDARD. UE o -r -E4 T-gp.._�-FO- I FO --. m22 23. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3° MINIMUM DEPTH OF �= uc � U0 _ Fo \ ro ro ro 3/4 WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT uc -��� _ _ r _ _ LIC uc uc c 3" BEYOND PERIMETER OF VALVE BOX. THERE SHALL BE A 3" MINIMUM SPACE --- -- - --- ---- - --- -- ----i _ BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE. --- 23. POWER LIMITED TECHNICIAN LICENSE: SUBMIT COPY OF MINNESOTA POWER LIMITED 0 20 40 60 \ - TECHNICIAN LICENSE FOR THE IRRIGATION SUPERVISOR WORKING ON THE PROJECT I," AND A COPY OF THE MINNESOTA POWER LIMITED TECHNICIAN CONTRACTOR LICENSE. " " D D D D D D D D D D D D -fes-- D 1 24. CONTRACTOR SHALL SUBMIT AN ACCURATE LAYOUT AND ASSOCIATED PRODUCT SCALE 1" = 20' DETAILS OF IRRIGATION SYSTEM. DRAWINGS SHALL INCLUDE, BUT NOT LIMITED TO, NORTH PIPE SIZES, MAINLINE LAYOUT, MAINLINE ISOLATION VALVE LOCATIONS, ELECTRIC ZONE VALVES, HEADS, DRIPLINE, VALVE BOXES, CONTROLLER, RAIN SENSOR, AND MAXIMUM LATERAL LENGTH (FEET) 12' EMITTER FLOW RATE GPH (TIER FLOW RATE 12' SPACING 18' SPACING 4' SPACING PSI 0.6 0.9 0.6 0.9 6 0.9 10 125 96 175 135 218 171 20 249 191 350 171 442 340 30 307 236 434 333 550 422 40 350 268 495 380 627 171 50 125 88 175 135 218 171 80 125 98 175 135 218 171 GRID PRECIPITATION RATES (INMR) 12' 18' (TIER FLOW RATE EMITTER LATERAL SPACING 7.7 PSI SPACING SPACING 12 12 0.96 .44 18 18 0.69 .03 24 24 0.28 .41 LATERAL FLOW PER 100 FT (GPM) EMITTER 12' 18' 24' FLOW SPACING SPACING 7.7 PSI 0.6 GPH 1.0 OPM .67 GPM 50 GPM 0.9 GPH 1.5 GPM .0 GPM .75 GPM N.T.S. LINE FLUSHING VALVE PLUMBED TO PVC AREA PERIMETER TECHLINE START CONNECTION EXHAUST HEADER TECHLINE TEE TECHLINE LATERAL TUBING AIR/VACUUM RELIEF VALVE (PLUMBED TO TECHLINE ONE AT EACH HIGH POINT) BLANK TUBING CENTERED ON MOUND OR BERM SUPPLY HEADER PLACE DRIPLINE LINE UNDER MULCH C� PLANTING BED DRIP SYSTEM -TVP. JN.T.S. MAXIMUM FLOW PER ZONE QUICK COUPLING VALVE: MAX GPM PST LOSS SCHEDULE 40 PVC HEADER SIZE 1/2 4.7 GPM 7.7 PSI 3/4' 8.3 GPM 5.6 PS 1' 13.5 GPM 4.2 PSI 1-1/2' 33.9 GPM 2.9 PSI 2' 52.4 GPM 1.9 PSI POLY PIPE HEADER SZE 1/2' 4.7 GPM 8.8 PSI 3/4' 8.3 GPM 6.3 PSI 1' 13.5 GPM 4.8 PSI 1-1/2' 31.8 GPM 2.9 PS 2' 52.4 GPM 2.2 PSI OTHER MAJOR COMPONENTS. 3/4' DISC FILTER 25. WHEN IRRIGATION PLAN IS COMPLETE, CONTRACTOR SHALL BLOW OUT AND FINISH GRADE/TOP OF MULCH PVC MAINLINE REMOTE CONTROL lil / STARTUP THE SYSTEM FOR ONE YEAR AFTER SUBSTANTIAL COMPLETION. VALVE 1" FPT 3/4' PRV 45 PSI LF THE CONTRACTOR SHALL ALSO SUPPLY 2 KEYS FOR THE QUICKCOUPLERS. \ HUNTER MPR ROTAR SPRINKLER: i CONTRACTOR TO PROVIDE SHOP DRAWINGS PRIOR TO INSTALLATION OF THE - SYSTEM AND PROVIDE A 3 -RING BINDER TO THE OWNER OF ALL PRODUCTS USED INCLUDING BUT NOT LIMITED TO: A. POWER LIMITED TECHNICIAN LICENSERS B. PIPE 0 B.A. SCH 40 PVC AND FITTINGS (MAINLINE) B.B. SCH 40 PVC (LATERAL) J C. SCH 40 PVC SWING JOINTS 2' MINIMUM D. QUICK COUPLERS CLEARANCE SWING ASSEMBLY: E. ZONE VALVES .�Lv�v�...-v-v-..�v- RAIN BIRD MODEL SA 6050 F. SPRINKLER HEADS �T�r1,,,00((��,,,,O�f�1,,otr�1,,oYY-�1,,,, ot0000 o OR APPROVED EQUAL F.A. SPRAYS WITH ROTARY NOZZLES dt7'o-*7'fifT'o`[T'o'II' o�n�r'P� 4 G. DRIPLINE IRRIGATION H. LOCKING VALVE BOXES I. AUTOMATIC ET CONTROLLER 1' x 3/4' SCH 40 I.A. RAIN SENSOR BRICK SUPPORT 1 CU. FT. PEA RED BUSHING TxT 12" x 18" PVC OR POLY PVC SCH 40 TEE OR ELL J. BACKFLOW PREVENTER (1- EA. CORNER) GRAVEL SUMP VALVE BOX LATERAL LINE PVC LATERAL PIPE K. PICTURE - DEPTH OF TRENCHING R�LOW FLOW ZONE CONTROL VALVE KIT ZONE CONTROL VALVE KIT L-2 / N.T.S. CONTROL WIRES - PROVIDE A MINIMUM OF 36" OF SLACK ® VALVES FINISH GRADE CARSON VALVE BOX & COVER. - TURFALL VALVE BOXES SHALL BE \PERMANENTLY LABELED WITH VALVE ID. TO SYSTEM E MIN. 4" CLEARANCE ZONE VALVE PAVER VALVE BOX SUPPORTS - TYP. ALL VALVES MAIN LINE 3" MIN. GRAVEL BASE - TYP. ALL VALVES N.T.S. ��POP-UP MP ROTATOR -UP MP ROTATOR O1 30 -INCH LINEAR LENGTH OF WIRE, COILED O2 WATER PROOF CONNECTION (1 OF 2) O3ID TAG \4 VALVE BOX WITH COVER: 12 -INCH SIZE OS FINISH GRADE/TOP OF MULCH O REMOTE CONTROL VALVE: O PVC SCH 80 NIPPLE (CLOSE) O PVC SCH 40 ELL O PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) N.T.S. N.T.S. IRRIGATION LEGEND © IRRIGATION CONTROLLER: USE A ET BASED CONTROLLER. THE BASE LINE IS A HUNTER PRO -C CONTROLLER WITH A SOLAR SYNC MODULE OR APPROVED EQUAL. RAIN SENSOR: HUNTER RAIN-CLIK. INSTALL OUTSIDE CONTROLLER ROOM. ONE RAIN-CLIK PER CONTROLLER. - TURF IRRIGATION: DESIGN PRESSURE: -ELECTRIC ZONE VALVES: HUNTER ICV WITH ACCU-SET PRESSURE REGULATOR. -POP UP ROTOR HEADS: HUNTER MP ROTORS, NO SPRAY HEADS ALLOWED. -POP UP ROTOR HEADS: HUNTER 4' POP-UP 1-20 ULTRA SHRUBS/GRASSES/PRENNLAIS/ANNUALS: -ELECTRIC ZONE VALVE: HUNTER ICZ-101. INSTITUTIONAL CONTROL ZONE KIT, 1" CONTROL ZONE VALVE WITH 1" HY10OWYE FILTER AND 25 PSI HIGH-FLDW REGULATOR. -DRIPLINE IRRIGATION: RAINBIRD LD -09-18. DRIPLINE WITH 0.92 GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACES AT 18" O.C. APART WITH EMITTERS OFFSET TRIANGULAR PATTERN. CRITICAL ANALYSIS (TO BE PLACES IN SUBMITTED SHOP DRAWINGS) FLOW AVAILABLE -(PSI) - WATER METER SIZE - STATIC PRESSURE AT POC -(PSI) FLOW AVAILABLE AT POC -(GPM) IRRIGATION SLEEVES - 2X THE SIZE OF THE LINE BEING ACCOMMODATED QUICK COUPLING VALVE: 10 BRICK (1 OF 4) ---- - - - - RAIN BIRD MODEL 7, PLACE 1 IN 11 PVC MAINLINE PIPE 12 SCH 80 NIPPLE (2 -INCH LD -09-18. DRIPLINE LENGTH, HIDDEN) AND LATERAL SPACING 18" O.C. APART. SCH 40 ELL 16 15 14 13 12 11 @ PVC SCH 40 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE 16 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL REMOTE CONTROL VALVE N.T.S. N.T.S. IRRIGATION LEGEND © IRRIGATION CONTROLLER: USE A ET BASED CONTROLLER. THE BASE LINE IS A HUNTER PRO -C CONTROLLER WITH A SOLAR SYNC MODULE OR APPROVED EQUAL. RAIN SENSOR: HUNTER RAIN-CLIK. INSTALL OUTSIDE CONTROLLER ROOM. ONE RAIN-CLIK PER CONTROLLER. - TURF IRRIGATION: DESIGN PRESSURE: -ELECTRIC ZONE VALVES: HUNTER ICV WITH ACCU-SET PRESSURE REGULATOR. -POP UP ROTOR HEADS: HUNTER MP ROTORS, NO SPRAY HEADS ALLOWED. -POP UP ROTOR HEADS: HUNTER 4' POP-UP 1-20 ULTRA SHRUBS/GRASSES/PRENNLAIS/ANNUALS: -ELECTRIC ZONE VALVE: HUNTER ICZ-101. INSTITUTIONAL CONTROL ZONE KIT, 1" CONTROL ZONE VALVE WITH 1" HY10OWYE FILTER AND 25 PSI HIGH-FLDW REGULATOR. -DRIPLINE IRRIGATION: RAINBIRD LD -09-18. DRIPLINE WITH 0.92 GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACES AT 18" O.C. APART WITH EMITTERS OFFSET TRIANGULAR PATTERN. CRITICAL ANALYSIS (TO BE PLACES IN SUBMITTED SHOP DRAWINGS) FLOW AVAILABLE -(PSI) - WATER METER SIZE - STATIC PRESSURE AT POC -(PSI) FLOW AVAILABLE AT POC -(GPM) IRRIGATION SLEEVES - 2X THE SIZE OF THE LINE BEING ACCOMMODATED ra engineering suNeying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 1/63) 476.6010 telephone (7631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this survey, plan or prepared by me or under my direct s and that I am a duly Licensed LAND ARCHITECT under the laws of t Minnesota. _ JAMES A. RegistraVyilpl%45071 Date: 11/11/2011 This 4ificion is not valid unless wet signed in blue in licable, contact us for a wet signed copy of ey which is available upon request at MFRA, Summary Designed: Mc6 Drawn:ERW Approved: McB Book / Page: --/-- Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CUENTCOMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title AS - BUILT IRRIGATION REQUIREMENTS Sheet No. Revision L2.01 B Project No. CH119063 QUICK COUPLING VALVE: ---- - - - - RAIN BIRD MODEL 7, PLACE 1 IN THE SOD AREA PLANTING BED DRIP LINE SYSTEM - RAINBIRD LD -09-18. DRIPLINE \\ \\ LATERAL SPACING 18" O.C. APART. 12" O.C. IS ACCEPTABLE IF AREA CANNOT ACCOMMODATE 18" O.C. MATCH PRECIP THROUGHOUT ZONE. ra engineering suNeying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 1/63) 476.6010 telephone (7631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Certification I hereby certify that this survey, plan or prepared by me or under my direct s and that I am a duly Licensed LAND ARCHITECT under the laws of t Minnesota. _ JAMES A. RegistraVyilpl%45071 Date: 11/11/2011 This 4ificion is not valid unless wet signed in blue in licable, contact us for a wet signed copy of ey which is available upon request at MFRA, Summary Designed: Mc6 Drawn:ERW Approved: McB Book / Page: --/-- Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal / Revision A 10/28/11 ERW CUENTCOMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title AS - BUILT IRRIGATION REQUIREMENTS Sheet No. Revision L2.01 B Project No. CH119063 12 7a&iufll=. 516N COLORS: R005TER, CIRCLES t TEXT = TATE OLIVE BACKGROUND = BEIGE (TOTAL 516N AREA = 9.6 50. FT) lO WALL MOUNTED LOGO SIGN I/2"=1' -O" U NOKTH tLtVATION E SOUTH ELEVATION O WEST ELEVATION 1/8=1'-O" i, 2,'-6" NHASSEN JED 3 2012 ANNING DEr' O EAST ELEVATION I/8=1'-0" EXTERIOR COLOR SGHEDULE EBRICK KI (RED) 5UMMIT - 5HEFFIELD ANTIQUE MODULAR OR E N ACME - OGH5 MONTCLAIR MODULAR BRICK #2 (TAN) ENDIGOT - DE5ERT IRON5POT LIG-H6T MODULAR OR 50UIX CITY - CLEAR BUFF MODULAR � C) Q M M WINDOW FRAME5 - MEDIUM BRONZE �a�FQ 5HIN6LE5 - STYLE: TIMBERLINE 5ERIE5, T-30 WITH "SHADOW AGGENT" c COLOR: WEATHERED WOOD c��o T—��Lo NOTE: ALL ROOF MOUNTED EQUIPMENT SHALL BE PAINTED TO V MATCH ROOF COLOR DSTANDING SEAM ROOF: AEP -SPAN 5NAF5EAM - 12' a w 0 r— V CD COLOR = MEDIUM BRONZE L - EGUTTERS 6 DOWNSPOUTS - PREFINISHED ALUMINUM cQSV i1Q0 Xm cc COLOR = MATCH FA5GIA - (BM HG -82 or 5W SW 6151) ❑EXTERIOR 1 WOOD BRAGKET5, EXTERIOR DOOR5 6 FRAMES, CUPOLA PAINT - BM HG -82 or 5W 5W 6151 g EXTERIOR HARDIE TRIM, FA5GIA, FRIEZE - 5AN05TONE 13E16E JW -20 (BM HG -82 or 5W 5W 6151) EOL 5OFFIT5 - VENTED VINYL PANELS COLOR = WIGKER 10 CONCRETE WAIN5GOT AND WALL SIGN DECORATIVE KEY5: NATURAL GONGRETE TRA5H ENGL05URE 6ATE5/PO5T5/HIN6E5, STEEL AWNING SUPPORTS 5H'7041 -VAN DYKE BROWN -INDUSTRIAL ENAMEL -EXTERIOR APPLICATION 12 LOUVER BLADES -13M HG -82 or 5W 5W 6151 OUTSIDE LOUVER TRIM - 5W 1041 -VAN DYKE BROWN 12 7a&iufll=. 516N COLORS: R005TER, CIRCLES t TEXT = TATE OLIVE BACKGROUND = BEIGE (TOTAL 516N AREA = 9.6 50. FT) lO WALL MOUNTED LOGO SIGN I/2"=1' -O" U NOKTH tLtVATION E SOUTH ELEVATION O WEST ELEVATION 1/8=1'-O" i, 2,'-6" NHASSEN JED 3 2012 ANNING DEr' O EAST ELEVATION I/8=1'-0" CL NE F L� E N OV O " w c c � C) Q M M O s 6 c �a�FQ U Q CO Lo c O��OJ c��o T—��Lo V j m= O M C C N a w 0 r— V CD m O O m Q L - U N Q Q N p cQSV i1Q0 Xm cc E0 V EOL myL c i N m s 0 m hs s 60Jm�N (3 6 ME t 0 � 6 s � i '6 OiN 76F= � O Qsv E ms � O J Z L ,z Q E 6 �1Id�Rpci` 4 � SCH00�-c' CL NE F O E N OV < 0 X c � C) Q M M a -0 �a�FQ U Q CO Lo c Q c��o T—��Lo V j m= O M C C N a w 0 r— V CD 2) L - U N Q Q N p cc U V o� F m N9 �a�FQ Fin Z } Q � H F Site: PRIMR05E SCHOOL LYMAN E30ULEVARD CHANHA55EN, MN Building Type: 2011 MN -L Drawing Title: EXTERIOR ELEVATIONS Date: Drn: MDP 12/1/2011 Gkd: MDP Drawing Number: A-4 Revisions: n 82011 Westwood Professional Services, Inc. Call 40 Hours before digging: GOPHER STATE ONE CALL Twin City Area 551-454-0002 Mn. Tail Free 1-000-252-1155 Vicinity Map W. TY 16N R23W "19 2324 F X TO AIT O /� , 1;d; FSG CFPART AY61.1 �F TA /%AI ; AhVSPGR1���1. o� T /1 ppn / PLr 1101 t - f RIGHT OF / +'!n by ai 72 hi 0 \ ��/ / \ \---.N,00, 00 r�� r �� I / by - Ei8,74 01 50° 100° 150° C. J ' bill %// by VF9LV by Ei1Q2 1000'` b 'sulld► - �u �� W A J I by N `� G � DL _ � �_ Old / rno C `\ �o4 V y ` � f a S r Jar; a e00000�91 ' / / - ,, \\\\9,1 914 (tit to s'4 r 4 V 11x'4. $� 917 S TE CP` may: 91 %.zA,) LEGEND\;+\ ,/ by - ai�9i ® WATER MANHOLE SIGN-TRAMC/OTHER /] j I9 - POWER UNDERGROUND GAS METER � / / ?� 3e , SI -�Y� SANITARY SEWER � STREET LITE / STORM SEWER CATCH BASIN -11i� TELEPHONE OVERHEAD N GATE VALVE HYDRANT -1O- TELEPHONE UNDERGROUND WATER ME TER WATERMAIN FENCE UNE STORM MANHOLE / / / Kraus Anderson 4210W.Old Shakopee Rd. Bloomington, CURS &GUTTER �' Bloominin gton, MN CONCRETE SURFACE m TELEPHONE BOX X/4" / Ntetis7d SANITARY MANHOLE 9�1 J AL1fN;SS Ct,Nllaltl am" .7fJN'PLA Ya Y�°o1 ';� �. 0000, 91 910 / / , f Ela ll/ NtAta 0 � N6 moi, \ OUTLOT AEASMW s 9j4 91 .979 ....,. X ip 920 91.5 ..3 v .... 921 _�_ _ '28 927 923 -� w. ".."'. 915 917 929�� 9332 ....-.._.._..._. ._"..' tea. ,�..., ... ,.,,'... 918 019 970 921 -� - _ 933 932 -- s,.. 928 2Z2 S� MIJDOT RIGHT 934 935 .N.. 9?9 924 1.7-.'7 935 .,..®._ .., ., � .. _ .._ 932 931 921 919 ,W i. •a►�s bm 2notlemk 1Mk we 921 No Existing uuildings �� 9 923 925 .... lyo'4g� - lam,_ by _ ema CkV)WWAWW 1) This survey was prepared using Chicago Title Insurance Company Title Commitment Number 231389 having an effective dote of July 4, 2011. 2) Subject property appears to be classified as Zone C when scaled from Flood insurance Rate Map Community - Panel Number 270051 0010 B dated July 2, 1979. 3) Subject property contains 76,664.88 Sq.Ft. or 1.750 acres. 4) Zoning: Not provided. 5) Subject property contains no existing parking stalls. 6) The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not Warrant that the underground utilities shown are in the exact location indicated although he does certify that they are located as accurately as possible from information available.' The surveyor has not physically located the underground utilities. (Gopher State One Call Ticket N0. 111863477). 7) Bearings based on Carver County Coordinate System. 8) Bench mark datums VERTICAL DATUM IS 1929 NGVD. O Denotes Set Iron Monument • Denotes Found Iron Monument QDenotes Cast Iron Monument 922 .ft - bV - 104.25 dai P.to 2110W bin - taw � .� Efts by East - =0 by - cs by sulltro - ESM by Elst - aa C. S.A.H. N0. 18 (L YMAN BOULEVARD) The following notes correspond to the numbering system of Schedule B of the above mentioned title commitment. 12) Drainage and utility easements as shown on the plat of Crossroads of Chanhassen. Affects subject property as shown. 13) Final Certificate, in the matter of condemnation of certain land for public purposes, dated January 22, 1997, recorded January 27, 1997 as Document No. 206358. Affects subject property but vacated per Doc. No. 492783. 14) Terms and conditions of Development Contract, doted April 10, 2006, recorded October 6, 2006 as Document No. 451284. Affects subject property and is blanket in nature. 15) Terms and conditions of Development Contract, dated May 27, 2008, recorded June 2, 2008 as Document No. 484405. Affects subject property and is blanket in nature. Amended by Amendment A" to Crossroads of Chanhassen Development Contract, doted July 28, 2008, recorded September 8, 2008 as Document No. 488856. Affects subject property and is blanket in nature. 16) Resolution No. 2008-41 by the City of Chanhassen, dated August 5, 2008, recorded December 11, 2008 as Document No. 492783. Affects subject property. 17) Right -of -Way Plat, No. 10-17, recorded October 19, 2004 as Document No. 399301, abuts to subject property. 18) Right -of -Way Plat, No. 10-18, recorded November 2, 2004 as Document No. 400453, abuts to subject property. Cn f � 7.X Kraus Anderson 4210 W. Old Shakopee Rd. Bloomington, MN i ll-acu by - by w 913M wdl Iw* by Ewr - a3M Mn - &W.W byai : aid X11 inaiby E9a by=aie,0s - - - - m c by Nast - C" 'by East - 494N by - tVAM T 7 L. V r .9126-0 Kraus Anderson 4210 W. Old Shakopee Rd. Bloomington, MN Zan - cmV Utility Companies: by Nast - aGCi.7d by Ewt - =0 CITY OF CHANHASSEN by 14 BE 74 CENTER POINT ENERGY MEDIACOM Mn - C=V DEPARTMENT OF THANSPORTAT70N by - ai77J MINNESOTA VALLEY ELECTRIC by - P7.78 OWEST MAGELLAN MIDSTREAM PARTNERS �rN�rfi�rl�� �ioi. Noa�r 7a11� 1i�i� Designed: Checked: Drawn:. Record Drawina by/date: Revisions: To Primrose School Franchising Company and Chicago Title Insurance Company- This ompanyThis is to certify that this map or plat and the survey on which it is based were made in accordance with the 2011 Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes items 1, 3, 4, 5, 8, 11(b) and 14 of Table A thereof. The field work was completed on June 27, 2011. That part of Outlot A, CROSSROADS OF CHANHASSEN according to the recorded plat thereof, Carver County, Minnesota described as follows: Beginning at the southeast comer of said Outlot A; thence North 89 degrees 30 minutes 27 seconds West, assumed bearing along the southerly line of said Outlot A, a distance of 22.97 feet; thence continuing along said southerly line North 89 degrees 10 minutes, 45 seconds West a distance of 184.25 feet; thence North 11 degrees 55 minutes 15 seconds East a distance of 154.59 feet; thence North 00 degrees 49 minutes 26 seconds East a distance of 65.16 feet; thence North 27 degrees 28 minutes 55 seconds East a distance of 22.20 feet; thence North 00 degrees 49 minutes 26 seconds East a distance of 58.78 feet; thence South 89 degrees 10 minutes 34 seconds East a distance 14.57 feet; thence North 00 degrees 49 minutes 25 seconds East a distance of 114.10 feet; thence South 89 degrees 10 minutes 34 seconds East a distance of 150.77 feet to a point on the east line of said Outlot A; thence southerly along said east line along a non-tangential curve concave to the east having a radius of 330.00 feet, a central angle of 6 degrees 57 minutes 35 seconds, and an arc length of 40.09 feet, the chord of said curve bears South 03 degrees 58 minutes 32 seconds West; thence continuing along said east line South 00 degrees 29 minutes 44 seconds West tangent to last described curve a distance of 409.25 feet to the point of beginning and there terminating. 4210 West Old Shakopee Road Bloomington, Minnesota 55437 Primrose School Franchising Company Chanhassen, Minnesota ALTA/ACSM Land Title Survey IDatx 10/26/2011 Shut 1 OF 1 10/26, 2011 (952) (763) 227-1300 559-5185 Mark R. Salo Minnesota License Date No. 43933 (515) 559-0032 (551) 366-5750 (952) 492-8210 (800) 283-4237 Prepared for: (918) 574-7098 Kraus Anderson Realty Co, That part of Outlot A, CROSSROADS OF CHANHASSEN according to the recorded plat thereof, Carver County, Minnesota described as follows: Beginning at the southeast comer of said Outlot A; thence North 89 degrees 30 minutes 27 seconds West, assumed bearing along the southerly line of said Outlot A, a distance of 22.97 feet; thence continuing along said southerly line North 89 degrees 10 minutes, 45 seconds West a distance of 184.25 feet; thence North 11 degrees 55 minutes 15 seconds East a distance of 154.59 feet; thence North 00 degrees 49 minutes 26 seconds East a distance of 65.16 feet; thence North 27 degrees 28 minutes 55 seconds East a distance of 22.20 feet; thence North 00 degrees 49 minutes 26 seconds East a distance of 58.78 feet; thence South 89 degrees 10 minutes 34 seconds East a distance 14.57 feet; thence North 00 degrees 49 minutes 25 seconds East a distance of 114.10 feet; thence South 89 degrees 10 minutes 34 seconds East a distance of 150.77 feet to a point on the east line of said Outlot A; thence southerly along said east line along a non-tangential curve concave to the east having a radius of 330.00 feet, a central angle of 6 degrees 57 minutes 35 seconds, and an arc length of 40.09 feet, the chord of said curve bears South 03 degrees 58 minutes 32 seconds West; thence continuing along said east line South 00 degrees 29 minutes 44 seconds West tangent to last described curve a distance of 409.25 feet to the point of beginning and there terminating. 4210 West Old Shakopee Road Bloomington, Minnesota 55437 Primrose School Franchising Company Chanhassen, Minnesota ALTA/ACSM Land Title Survey IDatx 10/26/2011 Shut 1 OF 1 CROSSROADS OF CHANHASSEN 2ND ADDITION F 80 0 80 160 240 / I (3^ +N� s J 7 Q. / 3^m I V)-�t Scale in feet The east line of the SE1/4 of the NE1/4 of Sec. 23, `---NOR77-IWEST CORNER OF � THE N lM/4 OF SEC. 24, TWP. 116, RGE 23 I T. 116, R. 23, is assumed to bear NOOOOI'33W DRAINAGE &UTILITY � / I (3^ +N� s J 7 Q. / 3^m I V)-�t "C 1� 32 !. i I O Denotes 1/2 inch by 14 inch iron monument / / Fr,<,JJ set and marked by License No. 43933 \\ n , -, • Denotes 1/2 inch by 14 inch iron monument / s O l n` found and marked by License No. 43933 60 /"' / U i r JC 593.54 nJ`. EAST LINE OF THE SEt/4 / OF THE NLY4 OF SEC. 23 TWP. 116, RGE 23 DRAINAGE &UTILITY � / I (3^ +N� s J 7 Q. / 3^m I V)-�t "C 1� 32 !. i I _ EDGE OF WET LAND \\ n OJ JO ti0 C0 s O \C��' Aj. v, o / S790 A56' 22 / 52, MNDOT RIGHT OF WAY PLAT N0. 10-18 POINT NO. ag A n n,0 v v. n rl D V, , 6 D 01 o1 D ,`'� 0 ACCESS CONTROL PER --, D V V I L V I MNDOT ROW PLAT NO. 10-18 58 j b' N27a2855E 2220 Izz 777.79 150.77 S89010'34'E 6= 6057'3513 L= 40.091 DRAINAGE - & UTILITY EASEMENT n r1 ii ii OJ v�o* V I _ I DRAINAGE &UTILITY � EASEMENT OVER ALL OF OUTLOT A a D i I _ EDGE OF WET LAND \\ n i 60 /"' i 593.54 777.79 150.77 S89010'34'E 6= 6057'3513 L= 40.091 DRAINAGE - & UTILITY EASEMENT n r1 ii ii OJ v�o* V I _ I / i I i 60 i I C) _35 ! I - V (;) I �1 j\ U 3 I I a I O I � I BLOCK 1; , II 35 DRAINAGE & r -UTILITY EASEMENT-_(_ 60 I� I = L64.25 MNDOT RIGHT OF WAY PLAT NOS. 10-17 & 10-18 PT. 81729 0 2 o 9j O2 SOUTH LINE OF THE NEY4 OF_ SEC. 23, TAP. 116, RGE 23 '� A " Ain '% �t `rA JA Ar 3n'' ^rA D r r,n N- , ,v„ nu4v nrn +n4 SOUTH LINE OF THE NIM/4 0 v. J.n.rT. L.VVL_Lv.�itvl '� �\ rr,yrvt, r7lvf7rrni ,vV_ rU, SEC. 24, TWP. 116, RGE23_ I `-SOUTHWEST CORNER OF THE SIM/4 OF THE NIM/4 OF SEC. 24, TWP. 116, RGE 23 PLAT FILE NO. C.R. DOC. NO. KNOW ALL MEN BY 7HESE PRESENTS- That Kraus—Anderson Incorporated, a Minnesota corporation, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot A, CROSSROADS OF CHANHASSEN, Carver County, Minnesota Has caused the same to be surveyed and plotted as CROSSROADS OF CHANHASSEN 2ND ADD177ON and does hereby donate and dedicate to the public for public use forever the public ways and also dedicates the easements as shown on the plot for drainage and utility purposes only. In witness whereof said Kraus—Anderson Incorporated, a Minnesota corporation, has caused these presents to be signed by its proper officer this day of 200 KRAUS—ANDERSON INCORPORATED By Bruce W. Engelsmo Its C.E.O. STA7E OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 200, by Bruce W. Engelsmo, of Kraus—Anderson, Incorporated, a Minnesota corporation, its C.E.O., on behalf of the corporation. (Signature) (Name Printed) Notary Public, County, Minnesota My Commission Expires I hereby certify that I surveyed and platted or directly supervised the surveying and platting of the land described on this plat; this plat is a correct representation of the boundary survey, al/ mathematical data and labels are correctly designated,- all monuments depicted on the plat have been or will be correctly set within one year, all wafer boundaries and wet lands as of this date are shown and labeled, and all public ways are shown and labeled. By Mark R. Salo, Land Surveyor Minnesota License No. 43933 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this Land Surveyor, Minnesota License No. 43933. (Signature) day of Notary Public, My Commission Expires (Noma Printed) 200 by Mark R. Salo, County, Minnesota CHANHASSEN, MINNESOTA This plat of CROSSROADS OF CHANHASSEN 2ND ADDITION was approved and accepted by the City Council of the City of Chanhassen, Minnesota, at o regular meeting held this day of 200. and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. By Mayor Clerk COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of 200 �JI John E. Freemyer, County Surveyor COUNTY AUDITOR—TREASURER, Carver County, Minnesota I hereby certify that taxes payable in 200_ and prior years have been paid for land described on this plat. Doted this day of 200 JI Laurie Engelen, County Auditor/Treasurer COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plot of CROSSROADS OF CHANHASSEN 2ND ADDITION was filed this day of 20. at o'clock M., as Document No. QI Carl W. Hanson Jr., County Recorder Westwood Professional Services, Inc. Sheet 1 of 1 G