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Home My WebLink AboutItem 12 - Attachments Date Received: '11-11:. CPrY OF 651-747-3900 Received By: IJA K E ELMO 3800 Laverne Avenue North Permit#: Lake Elmo,MN 55042 LAND USE APPLICATION ❑Comprehensive Plan ❑Zoning District Amend ❑Zoning Text Amend ❑Variance"(see below) ❑ Zoning Appeal ❑ Conditional Use Permit(C.U.P.) ❑ Flood Plain C.U.P. ❑ Interim Use Permit(I.U.P.) ❑Excavating/Grading ❑Lot Line Adjustment ❑ Minor Subdivision ❑ Residential Subdivision Sketch/Concept Plan ❑PUD Concept Plan PUD Preliminary Plan W PUD Final Plan Applicant, DAN l,S f�O-Q 5s S—Y%1AC_-C—S- Address: I-)%), _ I" -tt-:3)L 14 A 2— Phone# (p 1 Z—- /— Email Address: re.its r FAct .��S✓P�Z(�S{zip Mev, (gin r Fee Owner: 1 Address: f- Go f sLi 3 J Phone# 9 — ( Email Address: V 7Tr_5,Ca rr.� Property Location(Address and Complete(long)Legal Descriplion: � Detailed Reason for Request t"J f s, 4R 'Variance Requests: As outlined in Section 301.060 C.of the Lake Elmo Municipal Code,the applicant must demonstrate practical difficulties before a variance can be granted. The practical difficulties related to this application are as follows: In signing this application,I hereby acknowledge that I have read and fully understand the applicable provisions of the Zoning ordinance and current administrative procedures. I f er cknowledge the fee explanation as outlined in the application procedures and hereby agree 1 slat receive from I e City pertaining to additional application expense. Signature of applicant: Date: 5 Signature of fee owner Date: I Im 16 7001 France Avenue South p 952.893.9020 Suite 200 f 952.893.9299 interiors i architecture Edina,Minnesota 55435 June 12,2014 Kyle Klatt The City of Lake Elmo 3800 Laverne Ave.N. Lake Elmo,MN 55042 Mr Klatt, The following is a description of the Eagle Point Medical building being proposed for the southeast corner of Inwood Avenue N.and Eagle Point Blvd.in Lake Elmo,Minnesota Description: The proposed Eagle Point Medical Building is a 28,500 square foot hvo story multi-tenant medical building. The site is 3.77 acres and includes a surface parking lot with 166 parking spaces. The parking lot is accessed at the south end of the site with parking aisles oriented perpendicular to the building to minimize patient—vehicular conflicts. An entrance canopy offers a covered drop off and pick up point at the building entrance for patients. Rain gardens provide infiltration and storm water maintenance.The exterior of the building includes a brick and stone veneer exterior wall with large window areas at the entrance lobby and building comers and metal accent banding. The primary building tenant is Noran Neurological Clinic occupying the entire first floor of the facility. The clinic includes exam roams,an MRI suite for diagnostic imaging and an infusion bay for cancer treatments, The building interior includes an attractive building lobby with elevator and open staircase to the second floor, The project is scheduled to begin construction in August of 2014 with completion in late spring or earlier summer 2015. Sincerely, Patrick J.Giordana AIA VP Architecture I1 www,bdliyoung.com non Site Development Summary • ZONING: PUD EAGLE POINT BUSINESS PARK • PROPERTY AREA: 164,347 SF (3.77 AC) • EXISTING SITE • PERVIOUS SURFACE: 154,435 SF (94.0%) • IMPERVIOUS SURFACE: 97912 SF (6.0%) • PROPOSED SITE • PERVIOUS SURFACE: 71 ,220 SF (43.3%) • IMPERVIOUS SURFACE: 93,127 SF (56.7%) • BUILDING GROSS SIZE: 28,500 SF • BUILDING SETBACK PER CODE: 50'=FRONT 1O'=SIDE 30'=REAR • PARKING SETBACK PER CODE: 20'=FRONT 10'=REAR 20'=SIDE WITH INTERIOR ROAD • PARKING SPACE/DRIVE AISLE: 9' WIDE X 18' LONG, 22' AISLE • PARKING RATIO REQUIREMENT: MEDICAL: 1 SPACES / 200 SF OF BLDG TOTAL SPACES REQUIRED: (28,500 SF) / (1 SPACE/200 SF) = 143 • PARKING PROVIDED: 166 4-- W O O O N '-' p � O O ° U N � � O CD 4-j 0 W O N O N O z U) N O N O Y Y O O E (n W � C p 0 0-.� � Cp � O NC� � O � Q) Q (� LLJ O z o ° � — L' = � � 4-Q) 0 � z � U Q O O 4� O -- 00 -p +' O- N 4, o fn c U O +, 4� LLJ U Y O c O �- +� O-� -j = L — O a) O -E-' U p L O -0 Z O U c Q � T O U -� +� c p +' W w -� U E C -0 O U N U -+ O w w p z � � `'_ � _0 W ZU � O a) Q) 0 - s 5= a) O 0 O 4-1D 4- = O O Q) D O ) � Z Q)Q +, L. O W Oz 0 o4-Q _ . � N 0 � O 4-1 W r- c Q) 4-- � 00 Q) � O � LEI (/) -'-' �n 0 d� U N Q) < O LLJ Q Q) O N � � U -+ O —1 0 W � � Q) E 0 4-� o = � N O p (� N •- O -LL � Q) � o � 0 ° ° f— p 4� w ( O +' p +J + Q) U Z o O z +' N cn +' cn Q U O U p - c 0 0 4- � O � LLJ m Q Om Q, c� V) O U) jC/) - a 0 O O � ' p -0 -0 .tLLJ - 0 6 O U +- U � U) LLJ 0 Of 0 0 _ 0 QI1 � � -� cUn _I CO a •°' m < MEMORANDUM Westwood Professional Services /599 Anagram Drve Eden Prairie,IAN 5534' vA,N 952.937.5'50 'AA 952-937.5822 n„ 1 1-988.917-5150 Date: May 15, 2014 www.westwoodps.com Re: Eagle Point Medical Center Westwood Inwood Ave. N. /Eagle Point Blvd. Stormwater Narrative File 0003667.00 To: City of Lake Elmo From: PJ Disch, PE Project Description The project site is located on the SE corner of the intersection between Inwood Avenue North and Eagle Point Boulevard in Lake Elmo, MN. The proposed project scope is to construct an 18,800 SF, two-story, medical center with an adjacent parking lot. The existing property is 3.77 acres. Existing and Proposed Drainage Areas This is the breakdown of the existing and proposed areas. Existing Pervious: 154,435 SF Impervious: 9,912 SF Total: 164,347 SF Proposed Pervious: 71,220 SF Impervious: 93,127 SF Total: 164,347 SF Existing Drainage Conditions The existing property consists of three drainage areas (see attached drainage map). Stormwater that falls on the north side of the property drains into Eagle Point Boulevard as well as the ditch running along Inwood Avenue North. Stormwater that falls on the remaining middle and south portions of the property drain to the existing road to the east. The existing property has minimal impervious surfaces. The property consists of mainly soils from Hydraulic Soil Group B which will allow for adequate infiltration. TWIN CITIESIMETRO ST.CLOUD RRAINERD Page 2 . Proposed Drainage Conditions 17 The proposed property will be composed of four drainage areas (see attached drainage Westwood map). Area 1P will model all stormwater that drains offsite during a rain event. Areas 2P-4P will model runoff that drains to each of three proposed rain gardens on site. Runoff Storage Volume The City of Lake Elmo requires that all stormwater that falls over impervious areas from the 1" storm event be infiltrated on site. To comply, three rain gardens will be constructed along the east side of the property. The rain gardens will have drain tile with a gate valve installed to help mitigate ponding, if the soils prove to be inadequate for infiltration. The following are the calculations for our volume requirement. Volume Required for New Impervious Area (93,127 SF)x(1.0 in)x (1 ft/ 12in) = 7,761 CF If the soils do not allow for infiltration on site,the volume requirement will increase by 30%. 7,761 CF x 1.3 = 10,089 CF Proposed Volume in Rain Garden#1 Area of 1000.5' Contour 2,027 SF Volume from 997.0' to 1000.5' (2,027 SF)x(3.5 ft)=7,095 CF Open Volume from 999.0' to 1000.5' 2,250 CF(from HydroCAD) Volume of Planting Medium (7,095 CF)—(2,250 CF)=4,845 CF Void Volume of Planting Medium (4,845 CF)x (0.40)= 1,938 CF Total Volume (Storage) Void Volume of Planting Medium+ Open Volume (1,938 CF)+(2,250 CF)=4,188 CF Proposed Volume in Rain Garden#2 Area of 996.5' Contour 2,387 SF Volume from 993.0' to 996.5' (2,387 SF)x(3.5 ft)= 8,355 CF Open Volume from 995.0' to 996.5' 2,721 CF (from HydroCAD) Volume of Planting Medium (8,355 CF)—(2,721 CF)=5,634 CF planning > engineering > surveying Page 3 • Void Volume of Planting Medium (5,634 CF)x (0.40)=2,254 CF Westwood Total Volume (Storage) Void Volume of Planting Medium+Open Volume (2,254 CF)+(2,721 CF)=4,975 CF Proposed Volume in Rain Garden#3 Area of 994.5' Contour 2,450 SF Volume from 991.0' to 994.5' (2,450 SF)x(3.5 ft)= 8,575 CF Open Volume from 993.0' to 994.5' 2,900 CF(from HydroCAD) Volume of Planting Medium (8,575 CF)—(2,900 CF)=5,675 CF Void Volume of Planting Medium (5,675 CF)x(0.40) =2,270 CF Total Volume (Storage) Void Volume of Planting Medium+Open Volume (2,270 CF)+(2,900 CF)=5,170 CF Total Volume Provided =4,188 CF+4,975 CF+ 5,170 CF= 14,333 CF Volume provided is greater than volume required,therefore no additional volume is necessary. Stormwater Runoff Summary The following table summarizes the existing conditions and post-development peak runoff rates from the site for the 2, 10, and 100-year storm events. Rate Control Storm Event Drainage Area 2-Year (2.80") 10-Year(4.17") 100-Year(7.35") (cfs) (cfs) (cfs Existing 2.73 7.05 19.34 Proposed 0.82 4.65 18.42 Attachments • A Existing and Proposed Drainage Area Maps e B Existing and Proposed HydroCAD Model planning > engineering >surveying THE CITY OF LAKE ELMO Lake Elmo City Hall 651-747-3900 3800 Laverne Avenue North Lake Elmo, MN 55042 Development Standards for Eagle Point Business Park 300.12 subd. (1)(B) and 300.12(2). No Business Park structure shall exceed 60' in height. Parapet walls shall not exceed more than 4' above the height permitted of the building. 300.13 subd (6)(A)(3) Parking spaces shall be 9' X 18' at the developments north of Hudson Blvd and 10' X 20'South of Hudson Blvd,with the exception of the hotel and restaurant which needs to be 9'X 18'spacing. Parking spaces for the handicapped shall be minimum of 12' X 20'. 20% of the spaces in an office development can be compact car size 8' X 16". The size of parking space may be altered upon approval of Zoning Administrator. 300.13 subd. (6)(13)(6)(D) The primary landscaping materials shall be shade trees with shrubs, hedges,etc., used only to complement trees, not as the sole means of landscaping. Landscaping and irrigation will be done on a project by project basis. If landscaping within the NSP easement is disturbed, it needs to be replaced by NSP, or the property owner. Berming and landscaping must be approved within one year of City Council approval. Permitted Uses: Banks, medical clinics, offices, schools (business, professional and private trade), office showrooms. Conditional Uses: Business services,conference centers, health clubs, hotels and motels,day care centers, limited retail, medical, dental and research labs, recording studios, restaurants and cafeterias, theaters, teleconferencing transmission facilities, veterinary clinics, and hotel. Minimum Lot Area: 2.0 acres. Lots less than 2.0 acres might be approved on a project by project basis through a conditional use permit. Minimum Lot Frontage: 200' with the exception of 50' pm a cul-de-sac. Lot Width/Depth Ratio: 1/3.5 Minimum Building Setbacks: 50'for the front and street frontage, and 10'for side and rear frontage. When abutting residential uses, the current ordinance requirement will apply. Minimum Parking Setbacks: Front: 20', Side: 10', Side(street): 20', Rear: 10' Minimum Building Foundation Size: 10,000 s.f. Parking Ratio: One space for each 250 s.f. of office building area or one space per two employees, whichever is greater. One space per 2,000 s.f of storage, warehouse and 1 space per 1,000 s.f.of showroom. Pathways: 8' wide pathways as part of the City's trail system and the City will maintain. Storm Water Control: Storm water management requirements should be averaged over the PUD area as a whole. The tributary setback will be 30' from the tributary setback, and the parking setback will be 10' from the tributary setback. Lighting Height: 30' maximum Sign Height: Businesses can have signage on the building and a monument sign at the property's entrance, and that a pylon sign must be approved on a case by case basis by the City. Pond Maintenance: Recommend the creation of a District to take care of pond maintenance. O. 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MEMORANDUM Cara Geheren,P.E. 651.300.4261 Jack Griffin,P.E. 651.300.4264 Ryan Stempski,P.E. 651.300.4267 Date: June 18, 2014 Chad Isakson,P.E. 651.300.4285 To: Kyle Klatt, Planning Director Re: Eagle Point Medical Center Cc: Nick Johnson,City Planner Plan Review From: Jack Griffin, P.E.,City Engineer An engineering review has been completed for the Eagle Point Medical Center.Site Plans were received on June 11, 2014.The submittal consisted of the following documentation: • Site Plans (Electronic only) prepared by Westwood Professional Services,dated 06/11/2014. Engineering review comments are as follows: General Comments: 1. Engineering has not reviewed the proposed lighting plan, landscape plan,or building plans. 2. The City public utilities must be field located to ensure design conflicts are avoided and incorporated into the plan set before the plan set is approved for construction. Stormwater Management: 1. The Storm Water Management Plan must meet South Washington Watershed District (SWWD) rules and requirements.The applicant must provide the City written approval from the SWWD. 2. Soil borings need to be taken at all infiltration basin locations to determine feasibility. 3. The proposed storm water facilities will receive storm water from a privately owned and maintained storm sewer system that will not be constructed to City engineering design standards.It is therefore recommended that the storm water facilities and storm sewer system be privately owned and maintained. A maintenance agreement in a form acceptable to the City should be executed and recorded with the County for all permanent storm water facilities to be located on private property. The agreement shall provide a maintenance plan defining the maintenance responsibilities for the private owner,the type of maintenance and the maintenance intervals. Utility Plans: 1. The proposed connection location to City water requires further review and possible plan revision.The water service connection needs to consider existing service stubs to the property,fire hydrant locations within the site, and delineation of ownership of the watermain between City and property owner. 2. The proposed connection to City sanitary sewer must be relocated to move the proposed manhole outside of the proposed drainage Swale with positive drainage away from the manhole. 3. Please provide a detail for San. MH-1 and a connection detail for the proposed sanitary sewer service. PAGE 1 of 1 Wv . ashin ion Public Works Department g Donald J.Theisen,P.E. �ount Director y Wayne H.Sandberg,P.E. Deputy Director/County Engineer June 17, 2014 Kyle Klatt Community Development Director City of Lake Elmo 3600 Laverne Avenue North Lake Elmo, MN 55042 RE:Washington County comments on Eagle Point Medical Center, City of Lake Elmo Dear Kyle: Thank you for providing Washington County with the plans for Eagle Point Medical Center adjacent to County State Aid Highway(CSAH 13) Inwood Avenue in the City of Lake Elmo. The project consists of a 28,500 square foot medical office building with 166 parking spaces. Based on the plan provided,we have the following comments: • Washington County commented on the plans for the Eagle Point Business Park in 2001 and worked with the city on review and approval of the Eagle Point Boulevard/CSAH 13 intersection improvements. These streets as well as Hudson Boulevard, provide access to this existing parcel of record. • Although this is not a subdivision plat, it is noted that there is adequate county and public right-of-way along CSAH 13 for the future. • According to the Trip Generation Manual, 70 Addition ITE, 2003, this development will generate 1000 Average Vehicle Trips(AVT) per day. • The developer or the city must submit the drainage report and calculations to our office for review of any downstream impacts to the county drainage system. Along with the drainage calculations,we will request written conclusions that the volume and rate of stormwater run- off into the county right-of way will not increase as part of the project. • Any grading within County right-of-way will require a Washington County Right of Way Permit. • All utility connections for the development require Washington County Right of Way permits. Typically, these are the responsibility of the utility companies. Thank you for the opportunity to comment on this project. If you have any questions, please contact me at 651-430-4362 or ann.pung-terwedo(a)co.washin4ton.mn.us. For any permit applications, please contact Carol Hanson at Carol.hanson(dco.washington.mn.us. rRegards',7� �itl�t>•e Ann Pung-Terrw doS ' Senior Planner C: Carol Hanson, Office Specialist 11660 Myeron Road North,Stillwater, Minnesota 55082-9573 Phone: 651-430-4300 • Fax: 651-430-4350 • TTY: 651-430-6246 www.co.washington.mn.us Equal Employment Opportunity/Affirmative Action EAGLE POINT MEDICAL CENTER,- TfiI! r.4we11w R1YN.E14 LJa M 11Nr 1lQf ISti/}Iptp r„}lMNaP» /{,�� wrb/hlwn}wn ••-r••MJOIIII(111011 ---—- -- --------- -- - EAGLE POINT MFI\ICAI CENTER LAKE ELMO, MN LAKE ELMO-nw CONTACT LIST Sheer SHEET INDEX OWNER RFPRESENTA'IVT_ Number Sheet Name eANs5FRY13.4�E.V.Es*11E GIIQf E+NL ai]ll N2.I—ac0.cou ]R SdIMIMiIppET HgNE tiR TITLE PIC �� ltMDA'PKa¢Wssasx IT001 TITLE SHEET.CODE REVIE�A'.KEY PLANS �- IWM Mcs '. I ARCHITECT LANDSCAPE L7 LANDSCAPE PLAN.PLANTING DETAILS AND NOTES y„ eCw•YdA10N"SOIAACNrtECTIPIE FI1ll P%2.s sC6a1M1011WittM , . Elpr Er4KEPVFMJEdOVT1 RgNF 511I1P6}w E�W ss,vs CNIL PgWR�GOPouw eu CO BOUNDRV.LOCATION.TOPOGRAPHIC,AND UTILITY ?tilt -. GENERALCONTRACTOR Cl S RVEY PLAN e .. .. ,./ - .._ .-- _ n+cocasmucncrJ Euu TwIEECrxcoaFarwu ,tw -A, Pv[MJE PNpNL Ta 6/1cnJ RI +7 NAGE PL.EROSION CONTROL AN C3 UTRY PIA. RRN��i3VlC >�� n W xeswExKscx Ga Derals nuuuat NnFJorc«IasTtvsa olu.xrsnsTEweJprNcocasrcou 05 PHOTOMETRIC PLAN CMLENGB4ER 'r'OHE si}yy5zb C6 EASEMENTSKETCH - E, aEsrnoao Euµ PJdsuJgwEsmoaoPsca ARCHITECTURAL I+a�sszsas,Irr A200 IFIRST FLOOR BUILDING SHELL FLOOR PLAN EOFNPPME.W SSY4 .r PJD PE A201 SECOND FLOOR BUILDING SHELL FLOOR PLAN • JA300 EXTERIOR ELEVATIONS >` STRUCNRbI ENGiNEJt I{�. rt gQtl109WENYJpJF_44ASERNT(3 U—W,wgar@(OwtHttW 6JrltNel�vBNE PWNE fist 1l9119 FM1'EN GPPh1iJDrrb,W 5Ni1 - EMTtJVANrg6 -• r"!^....... IANOSWEARC MCI - PamSeocoxsurrJc Dunk�11oo5WQ+�"-t uw ' mnlgn'reuocE caum Pratt W+EN eNI DEBMPPaDSIq -f r N �1 11T001-BUILDING RENDERING EPGIE PDert,rtgiCn Lf+ITfR lnuF Rnml1 W OeM lM ' i• I I aAL i 7 IT LL tiHf i f.CODE Rk VIkW KEY P!AN� f iE{ j .1AM ho,.W— 1 � (��SRE LOCATION MAP N�� JPA(.ab �\-OAVI,L[NI th—FIR, .MI)/AIL it- fBY PC, rool 314'=1'-0' os 2:10II T001 052 P201e wefl.00d Prolesdwd SerNres,tnc- Cdi 4B Nwrs OP1w.oiggFq: ". B�1 eX C..,d A,,—, n frx 1.M1l: Common Goun]Aluonre .. '' I •A...t•.r11 VAntwood \grae mwl ft t•onw lwelnq k • A �_.Y.�, :• 3m,11.S.-t Nw N.SWY201 f ` w -! l el•: .;� Sf Cbud,NH 5630] • L•K.•'�A k'1''t'JP aAL PHONE ]20-26]MVS T! . ]3'0.29A17T ..lI � ,�_} tl" �9RIU �A'.Y STf':�f.•.A'Sh TOLLifRE rm0-Zx0-WYS ij,F 3. F t 1 •xAIIAI ara:.u'rY.ox� .Iwtar.o�o�amm <t SOD �1 a\T•w.e:ru SOD It NMr rA+ Detlp! 1>L .T •-••n..a warl. 1]eww Iw t I..�.:v.•.T:q..a 9gpd oee.lr s.ie.e. TY AH n" 't 11 MEPlNv1UIGGYfA1. OWE OWE RB 1 3 ,t AWS AWS SOD ' PROPOSED 2-STORY _ I �\\` .` •v.••w..T a!— AL BIAl1HN0 AREA-1B.BD0 SE \ •� \ I •r e.M..•,Yt FFE-1 D06 5 -- Y'nf HL•tG•7✓� KFG ` I yq' •:�� - tNae:Yw OD ^.nH.•-3•HJ21. - AWS 8� `.l 10 PLA1'IfIMG PETAL SJ l e]u-n+11aq...a • a DWE AWS OWE KFG 4 j1 8 � SOD .., 16 HD H H 35 S ED 4 \ ' PLANTNIO WES: 11 \ �- t h..w>r.�.aet 1N.w •w pwo.e - S SOD � 1 MI - E \ ..p.w a..•.«..-....�+�.�r�w.w w...��..+«.e-+w..•1A� �a u«i tw .e+r ui.•..ette'�..eee� \ r++.n 1Y e«.e•waN w w ewe w I�w.n.e Am«wt un�M eh.•o.e a iM Slde of ' SOD AA - " - �quo J � nV��'htuq `..0'- c.....t.•r w>w.t.-•.e..u..ea 1e e....te.a�h yam• �--�•.+-.w...e r...r...�....e.e......�..e.Y..r.m.r x 1 , • • ' r •f tJ' 9� >3 sN a...�r.-rti.�.wt raw.n.•o..e ...n.�w1 rr ww aEc No 25e.q D•TE enkA. ..�w....•�.,.•.....a�1. 1 SOD BD KFG B -J .-p r✓e.k.--....r-�w ....r w..p.t>..-o 4L t--- 10 t tJTL Au s+n.....1.w r�+..+�.�.a.�Aa•tr r^..�..ww......r HRODSHOk941 it TIN. vr)ew eor•erro+•.eeW.•. 1�' KFG �. - •.. O""o�wxa RB �.ewr.�t..r..M r..M.t.n�...��. r a..o�r ot. .•,..».»v« HJ �� 3 �'!\ - n+.wpH weae.�r-+w...�-w-->u........!..»r..+t.�w..�.•.» e.q ` a...... r.+l..»w wt.•d�r w..+.mr�. 1 REQUIRED PLANT MATERIALS i\ 1 Besed M the W PwM.t.r of 1175 Lwtdecop"p0akded 1—toy Vee Pw 50 L.F.-23.5 27 0—twr T— p1�e9]m 1.—toy Vee Pw 15 Po6.9 skits tt B CPnllw Trees 2..11-35 Ve.e T 0,,,—Wd Tree $°° S D` l20 Shrves ;SOD ` PLANT LIST;Site Pbntp9s BDH & Young m I R SOD-. ——IgTe Net[ 1 TREES / 5 sot k...w•.n'9..•.• Te..r oe•11a.te a-f/r w sect w...te..TI./M Rep P•.x ttst. 2-•/Y Bee' -l. Nft Aa South,9edh 71p E - Ee e..A.•e.. er sew.a..1.n a,�,.. r-1r 11r mleu,•"--- '-SSW Y gwwele Hw�nMw Mn4'S�di AIh•p.•'1^^.l 2-vr w I J 1>b m>1.'h...yei 6.nN'.u.eu. 2-•/Y Ble f • MS etue 0.•..s.s1e Nm1 pb Smf. �' Otl � /• 1 1 JR Srwy.mterl. uya.w lr«txc 1-I/2- eM SHRUBS • tI.[ Cun•Y•we oeb '<wwtle' Y�m..1 w'v'axs��'• !4 z A Ae Npwa. A.m.y' ]e A. Sprvw.tWee-Anga>eM.i AweaH Mt.w SOM 0 1•I A.a.Ve nwewlde Seq•w �.MY.' S ta v�ee KFG Hi /SOD i 2a n 1....ndo•r�,.�i 1�..� u .a 73 BD a �,p 6 Hi PERENNIALS!MHAYENTAL GRASSES .500 �C'O 1 21 ac E+.^ev»1p.wiNw.x.1 ra•.t.r e.1 ZZ SODA® h.+.vwek w cap o.x.> !ca _ 995 a+ro w...wtV a .�wvr e..+•.wpr 1 u e SJ / 99s \ • e .e.-t ewe.,wt 1n e•»..se tr-»•a.. vw1 b�..wa ww. $ A BD KFG RRM / \� s.e%.e...SOO D•wr 0-01 1—t W10-0 w .. .. .. .. a�RB Eagle Point ~ � SOD .r NSP I SEED �� i - Medical Center • 9' - - ` 997 .." SOD y B 9 B F P p a �(p 93�__�/ Lake EII10, Minnesota� + � � + � SOD � a - � +� fe u w 91 r 1 Tess • I LANDSCAPE PLAN T i1 I 1 � NOT FOR CONSTRUCTION Deee 05/21/14 0' 20 lD' 60 to.e LT Q 1 am3»xnPP�e-e DESCRIPTION OF PROPERTY SURVEYED ° Lot I, Block I,EAGLE POINT BUSINESS PARK 7TH ADDITION, according to the \ ° recorded plat thereof, Washington County,Minnesota. / I 'r,,�e ��,pc q � a •� PROPOSED UTILITY EASEMENT BL V D A 40.00 foot easement over, under and across port of Lot I,Block I,EAGLE .,00a6 POINT BUSINESS PARK 7TH ADDITION, according to the recorded plot thereof, O I AJ T y� Washington County,Minnesota. The centerline of said easement ,s described as jF • �7 I v ,f� beginning of the intersection of the west line of said Lot I with the north line of I \ +c .o{�° the south 20.00 feel of said Lot I; thence South 88 degrees 46 minutes 25 ECz L E aae4 w° tmaf / seconds East,assumed bearing, along said north line of the south 20.00 feel of IcI \ rc e4 cc .> ,off° , ,/ ,qy a Lot I a dlstonce of 298.98 feel; thence North 27 degrees 12 minutes 26 seconds East o distance of I67.63 feel to the northeasterly line of said Lot I Will 'm 'i-' $ / Ye ,oq� and sold centerline there terminating. Except that port of said easement that F ,qNx a ONCRE � e�oozv lies within the drainage and utility easements as dedicated in EAGLE POINT z 5 c BUSINESS PART 4TH ADDITION and said EAGLE POINT BUSINESS PARK 7TH N8955 07 IFa� a $t ADDITION, according to the recorded plats thereof,Washington County,Minnesota. s 18.27•! ° om9 19.97 dsl o9a g ISa j=21 1.41 R " p ° •,w>s S � U NOTEs I i °1"�L'94 1 y ,up�,9 e' ,dh•G ` q +fi0p1° /tea N L) Location and sizes of underground utilities shown hereon are approximate only and I - \ n> e4• ,bails _ 1 4i�-0 _ W ore shown based on field location of visible fixtures m combination with available data Q provided b p various ecurces, Utilities shown ore dependent on the completeness and $ \ O'/ M1�S�Y y' ` �'�• ,I •, 9 RAINAOE UTILITY EASEMENT P m L� 1 accuracy of doto provided. Other underground utiilies of which we are unaware may EAGLE P BUSINESS PARK 7TH A-11 ION On qyr" exist. Verify all utilities critical t0 construction or design. R 8 -„ _�¢��?% •waoe � q ; � p. �.�� ° v 2.) Contact GOPHER STATE ONE CALL at 651-454-D002(800-252-I166) for precise 1IF hA o4 onsite location of utilities prior to any excavation. j % 4 9 r� ioma �/ {,ppea .lama 1 `� I �,y\ � `X 3.) This survey was prepared without the benefit of current title work. Easements, �y �h appurtenances, and encumbrances may exist In addition to those shown hereon. This r - IO�j" wi .°/ •,�' {'aw•'I i $ o °��,$f). <.J survey Is subject to revision upon receipt of a current title insurance commitment or I /.J $ k 1 w 1pgz� '0,/acre I / I 5 •�Vg 1, attorney's title opinion. O •l 1 8 / � . •�u ' I I a`,� 4.) Area - 164,347 Sq.Ft. or 3.773 Acres 5.) Survey coordinate and bearing basis: Washington County rs It I II Il I`•' ��' I 1 / \ � � � � � <�Po°"• 5 *� LEGEND 4=21.1T02x BH Denotes catcbeehive catch basin CB Denotes catch basin '-R-150,00 CBX Denotes communication box _ 8 ro 4 •,om.f "LO1S \ 1 1 , ",'°z L=55.72 CMH Denotes communication line DIP Denotes ductile iron pipe SET IRON PIPE ELLS 1548D EM Denotes electric meter EO Denotes electric outlet laaz C Denotes huller HOPE Denotes high density Plastic Pipe HHE Denotes electric hand hole V g I I• I '° W l l / \ \ 1\ `�'_�v 1 , S HYD Denotes fire hydrant I \, I. Y o.� I/ t / /..1. \, JCJ I ` •5 Aa INV Denotes structure invert LA Denotes landscaped area LP Denotes light I ( I I�~ < ^ •eosv / �'� \ t �.m.V OHE Denotes overhead d electric line I I '{aoso I `,l� 1 1 1 9+> PEP Denotes polyethylene pipe i11,� 41 1 1 1 PP Denotes power pale e PVC Denotes plastic pipe RCP SAN D otes reinforced solitary manholeconcrete Pipe SAN S Denotes sanitary sewer I 1 ` l 1 J SPB Denotes sprinkler box gees v I II 1ip00.' 1 f 1� 1 1 I + I�!•9°11' j 'c�r$ ST S Denotes storm sewer h(` J I TC Denotes top of concrete curb TCS Denotes traffic control sign UGC Denotes underground communication line N LICE Denolas underground electric line —,esr=_,psB / / / Y / JJ ^x`s - W Denotes water line I t, ��I P• �r \\\�_�— �/�IDS/�DY� / / t/v' a � /� WV Denotes water valve T 1 V Denotes deciduous tree Denotes coniferous tree f 1 tl•I aooe.v� $ >/ /,Op3 .o6u l ` \ \\ BENCHMARKS 1 I I four I •,Om7,/ / ` \ \ .q '4 '` I I ;N�;„1I / \ \ `y \ y•/ {r 1.) Top of top nut of two hydrant approximately 39 feet southeast of the o s vi •49� 'if ° '' southwest building corner of 8530 Eagle Point Office Center. Elevation = 99B.54 feet gg ruz ti vsA 2.) Top of ilia of south main entrance to 8530 Eagle Point Office Center. tI I I' �• i \ \\ \ \ � �qf,� °}� p, Elevation= 997,10 feet I O I I TE I ' ,aoae w , f .a '°°°'� I •9wx / � / rtr t If 30 0 30 6D I hereby certify that this survey,plan, or report was prepared by me or under my direct supervision and that I am o duly Licensed Land Surveyor under the o °Q� !tea 1 /� �\ A• i� SCALE IN FEET lows of the Slate of Minnesota. :,omi D UTILITY EASEMEN •a� � / \• o--/. �7 Oated this 23rd day of October, 2007. �• I( \ / lieu _ m SUNDE L ND SURVEYING. C -- ,r a- -i SCWBED"%' !!![[[f��<f L,L�� Sell A6'25 298.98 '—_—. a' _—_ - ,�'£9-}�, 1 45 p °.y µr BY_ r-ti^:•„`�`—_______ 1 I • „haf a - __\ OUTH LeE OrJL07 I AWAGE AND UTIL�T Ft EN[NT $ Sl°13r35'r Mork S.IfOnsan,P.L 5. Minn.L c No 1548C •,�.! I:AGLE—NT BUSnE55 PARK 7TH ADDITION 37,04 •IDOL Me�' _.9p°l _-�� _. lrsao ¢ .romt 002 •IDm.I •IOa>a / ,mi./ —_._—- - __ �' t7i ioaao IB'r� Dur- o Ig sou cove I Dols c s .. r6 a rw�as ma %9'>, /'wi.9v1 'b9 ° - -I avgT—_ z 1 T — -- x j ar LOT i a >� � n34 N884625W 43L32 BITUN,Nous / �n7a 'n." wscra.y7,nr f m a r>er 1 g � li I,°Dp.f •rows toms j i°"� .nee ,ne9 •°rrx .999� �. sane z -naa g / BOf/NDARY,LOCAT/ON, TOPOGRAPHIC N r-A/I/ r- ��n/nlr / I-1AIr and UT/LITYSURVEYFOR: Cl-vc.L_ v//v l L.v /,v�_ UNITED PROPERTIES C-A/\1 r- rti�/-t/A/T r I-/A lr-'^^ ri.JAL//, �Tr / A l f"i-1Y// AI IrI L/ll7C.L_ ll/1V1 [.L,1 'If YL ... /-Illr\ LIL_1f IV/v �5 ti)A L1/�� fT1I A11/1 I T1/l A/ Nan. r -. I p r I r /-•I/t/\ j,/1'7 /'l(�L////l//V 9pp1 BI fee,ewgjOn 9utin r.0 O 9O-S�J1 III 11-- �S SUNDE rr.q.("w).Suu. ; wv+av 9e2-66,-24ee(far.952-ee6.9a16) Nxlh off'.. rMa•.00rn er°mDP,Pak Hwn 763-76L-9346 _ I P%ircf:95-155-.Ir ,etd%)O Ov!<. /0/1!1tx17 I lawrar,p:79 Rc.:ge.7/ $![:roa'JJ - IL rl,sslswml era snrrl 1 Of 1 a ZO14*calmed PTo(e I rcl Sa Acaa,Inc 811 48 ca Nalx•Clgynq: Cm m w 4 MI—, Site Key Notes O Site Legend Cemman G9MnI Alionce 11 A 8612 CONCRETE CURB ItCUTTER IBM= PROPOSED B CONCRETE SIDEWALK PROPERTY MINE Waft wood •• _ C STANDARD DUTY BITUMINOUS PAVEI"T Y >• • - - - LOT UNE D HEAVY OUTY BITUMINOUS PAVEMENT SETBACK LINE F HANDICAP ANq CIP ACCESSIBLE9GNACE AND STRIPING WrMmYlldrlarlSrNur,kiG _I F MATCH TO EXISTING CURB AND CUTTER EASEMENT LINE 3rot TZln eaw[Nan,swr la \ � • .:!• ' -!- I O EXISTING CONCRETE CURB AND GUTTER TO REMAIN ------ CURB AND GUTTER st Olul•d.aw 3a3o3 - t H PLANTED AREA FENCE FNONE 72626T.9a16 ROPOSE_ 1 J TRASH ENCLOSURE MONUMENT SIGN O CONCRETE PAVEMENT IAK 12a261dT1T �er^,*� TDINTH TIW2roAW3 l K PARKING LOT STRIPING(SEE DETAIL) 0 P—•E9 CONCRETE SIDEWALK L CONCRETE PAVEMENT .' HEAVY DUTY BITUMINOUS PAVEMENT —wWl 1 dpI M FLUAI CURB COIIdDON Oj NLWBER OF PARKING STALLS ' y T N 10'TRANSITION FROM 8517 CURB TO FLUSH CURB TRANSFORMER •L ( a 0 RAIN GARDEN SITE LIGHTING TRAFFIC SIGN O.led Tv POWER POLE Cbd" Tp 11T,• IT ?' • BOLLARD/POST OMa.Ir rK O laa b/dais B PROPOSED 2-STORY General Site Notes _ `�F•' MEIHCAL BUILDING AREA 18.800 SF FEE-1006.5 B I \ \ ..•F�fy 1. BACKCROVND INFORMATION FOR THIS PROJECT PRONGED BY SUNDE LAND \ \ 1 SURVEYING,BLOWINCIOH,INNNESI7TA,OCTOBER 13.2007. c a�¢,$ •'y'' 2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTIUDES AS SHOWN 0q MIS PLAN ARE APPROXIMATE- TORCONTRACTOR SHALL FIELD VERIFY \ SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO •''z.' EXCAVATION CpI51RUCDON.P ANY DISCREPANCIES ARE FOUND.THE I \ I•�.a= N :a INGNEER SNH/ DBE NODFIED IMMEDIATELY, Si• 3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS.DIMENSIONS AND AREAS. - T S.0' 4. ALL DMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED 3. REFER TO ARCHITECTURAL PLANS FOR EXACT EKAJI DIMENSIONS AND �/ \ , '•, `\\\ - \ \ LOCATIONS OF EXIT;RAMPS.AND TRUCK DOCKS • YA,•+•`,i O � •- - 6 ALL CURB RADII SHALL BE S.0 FEET(TO FACE K CURB)UNLESS OTHERWISE ^'��-•-w>_�wrir— �,•y,: O ® E � \ y, � 7. ALL CURB AMID POTTER SHALL BE B612 UNLESS OTHERWISE NOTED. E B • %J ~/ `� I S. THE CONTRACTOR SKALL BE RESPONSIBLE FOR PROVIDING AND MAINTANING % B MI ,Y .;.4•' v•. N �\ ,L TRAFFIC CONTROL DEVICES SUCH AS BARRICADES.WARNING SIGNS, DIRECTIONAL SIGNS, SS FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF 1 _ *4.+ .• •)7'L- •4 a •••t toQ3 •- `''� TRAFFIC WHERE NECESSARY.PLACEMENT OF THESE DEVICES SHALL BE t - 2 i APPROVED By THE CITY AND ENGINEER PRIOR TO PLACEMENT.TRAFFIC _ 06=4 N. 49933 t�rF CONTROL DEVICES SHALL CONFORM TO APPROPRIATE NNDOT STN+OARDS. — - - N • '�.N r• '\ 'r K• ,i• .. 20 \ 9BITUMINOU. T ACC OMSMEN DADONST AND OF THE GE TECHNICAL ENGNBEETLN ACCORDANCE MTX • - 0 _ k \ \ \ i 1 - 10,CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING • - '� - av'Y- r� \ CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY r �\ DAMAGE 10 ADJACENT PROPERTIES. YI.• 0 /` f mr l� ` / L` \ 11 SITE LIGHTING SHORN ON PLAN IS FOR REFERENCE ONLY REFER TO LIGHTING PLAN PREPARED BY 07HERS FOR SITE LIGHTING DETAILS AND PHOTOMETRIC% .KC \ Site Development Summary ��,�(/ \ '. /�.", g •.'� ZONING PUD CANu POINT BUSINESS PAW( BDH & Young O }': K .`./`,l �!.Lp/'�' �'q 7 O ''i f' - PROPERTY AREA: 164.347 sF(}.77 AC) I .. • (/p.,} .'.' - .. EXI57RlG SITE •,.,' .M.:•". !P I .�:. /: PEII SURFACE. 154.435 SF(94.Oq IMPERVIOUS SURFACE: 9.912 Sr(0.0S) 70M Fn—Av South SWea ZOO FORM REIN CURB AND GUTTER -\+" ,//*.\ / G __ - v PROPOSED STE Ddlu,M.—55435 AROUND EXISTING SANITARY' m "V '• �J r !• PERVIOUS SURFACE 71.220 SF(43.31E) MANHOLE O RC.l00Z.1 q a 'ice.-18.0• 1 ram, (56.711) ' s UERVIOUS SURFACE 93,127 SF • L ,04 I BUILDING CROSS SIZE. 28.500 SF REMOVE EXISTING CONCRETE .--./ - BU4DW SETBACK PER CODE: 50'-FRONT RE 16•g�"f LU AND CUTTER FOR NEW M 10'.90E 1280' 1 --/j.:•' - .DRIVEWAY ENTRANCE.MATCH 7 PROPOSED BITUMINOUS DRIVEWAY p'�0• 30'.REAR � ,.•. I� © - INTO EXISTING CONCRETE 1 '' TYPICAL FOR 8011E © ROADWAY LEER CITY STANDARDS. ` •PARKING SETBACK PER CODE 20'.FRONT CEX{v.'. _ 1NY-REAR i © CORNER$ O1N k', .:�;. •,• © : 20'.SIDE NTH INTERIOR ROAD :. '•:•,. _ TYPICAL 1LITiNI Q/.• .., k s�•+�p'.' ©•A' . LONG.22'AISLE.9'.. P A J` PARKING SPACE/GRIN AISLE: 9'WOE X IW •S: . . ISWN6S �.' \ IFv PARKING RATIO REOUNEYENM MEDCAI: T SPACES/ZDO SF OF BIDE TOTAL SPACES REQUIRED: (2Q500 SF)/(1 SPACE/200 SF)-113 f A s Y t 995 .• ',\•.'.,'! ,k\ . '<0 ¢Nd. -; ,.'/ 994 PARKING PROVI 166 993 \ 1 l ff A r� Eagle Point Medical Center -. A •ros •••. •n - O _._ , ... ^ 993— .` _ _ _ Lake Elmo, Minnesota _ T X X * } 1 S= PLAN r NOT FOR CONSTRUCTION °" 05/21/14 3r Cl w 5 C2Ot4 wMrowoHeAl SNdeaa.One City O O - B. OII tI0 Notes C " m b Ho«, a199+iAg9: Grading Legend 8i( a Cd1mi.�1.00/T 1 THE CONTRACTOR SMALL CONDUCT OPERATIONS AND IMPLEMENTSITE YLTATIOTA POEUTON CONTROL AGENCY Common GWnE Alonre E)CLS�(i @ (MPCA)BEST MANAGEMENT PRACTICES(BMP)TO CONDITIONS SITE AND COON AND EROSION INTO ORNNAGE 11VVAVS TIE CONTRACTOR SMLL COWPL WTH ALL CWpTWNS AND COMPLETION DATES REIATVE TO AlL __-- --— - PROPERTY UNE PERMITS ISSUED FOR THE WORK TO BE COMPLETED THE ENGINEER MAY ISSUE A STOP WORK ORDER FOR _ ALL DEVELOPMENT WORK AND BUILDING CONSTRUCTION FOR NONCOMPLIANCE WN THESE MEASURES. Y Y --9d0__ +—"0—r INDEX CONTOUR ��y�� l9B?� INTERVAL CONTOUR 2. SEOUENONG.ALL SLLT FENCE AND OTHER EROSION CONTROL MEASURES SMALL BE IN PLACE AND APPROVED WWfaILWWWAaAWH NYABLEp�OR GROUND COV MY REMOVALS. HAS BEENNCESTAEU91ED OR CAM AAPPPROKDYLON µBOT'THE NGTMEER BE NTNNED UNTIL H � _ CURB AND GUTTER SILT FENCE 3. SILT FENCE.TIME CONTRACTOR SHALL INSTALL SILT FENCE AT WE LOCATIONS SHOWN ON THE PLANS AND N VAwmvwd PATOWdoNi Sw`/oAk �`5 1 N� STORM SEWER ACCORDANCE WITH THE Gtt STANDARD DETAILS SILT FENCE DAMS AND INTERIM SUMPS SHALL BE PLACED 37o1 J2tA SbHINor T.SWYxW fi�/ ^TI H _-- TO INTERCEPT 50.E FROM CONCENTRATED RUNOFF FROM OPEN GRADED AREAS.ADDITIONAL SILT FENCE Se Cb„d,W SWwJ r 1 Y RACED ENO SECTION(WTH PoPRAR) SHALL SE REWIRED AS DIRECTED RA WE ENGINEER WATER YAW P�E aa4isAN9a �55 ` 1 4 AROUND THE LL RE PERIMETER. AREAS SHALL HAVE SILT FENCE OR SEDIMENT TRAPPING SYSTEMS PLACED F JzaxsaaTJT SANITARr SEWER AROUND 1HE ENTIRE PERMEIER. TZ,I4100-xTs-wos "' i5�'' l I �y iI .�1 —♦�— DRAIN TITLE 5. INLET PROTECTION.THE CONTRACTOR SHALL INSTALL INLET PROTECTION ON ALL EXISTING STORY SEWER yr I —oyP— �1.5' ww..vv INLETS N ACCORDANCE WTI THE CITY STANDARD DETAILS,&LET PROTECTION STALL ALSO BE PROVIDED ON ! {a I I •( : ® ROCK CONSTRUCTION ENTRANCE ALL PROPOSED STORY SEWER INLET$IMMEDIATELY FOLLOWNG CONSTRUCTION OF THE NTET.INLET _ Y PROTECTI MUST BE INSTALLED IN A MANNER THAT WLL HOT IMPOUND WATER FOR EXTENDED PERIODS OF / 1 SPOT ELEVATION TIME OR IN A MANNER THAT PRESENTS A HAZARD TO VEHICULAR OR PEDESTRIAN TRAFFIC. 3w ��.,� 6. TEMPORARYTHECSEDIMENT BASINS NE CONTRACTOR SHALL 14CORPORATE TEMPORARY SEDW04TWATER BASINS �'� i+ 1WN' O O :INLET PROTECTION TNGWNT TO THE CONSTRUCTOR SITE TO CAPTURE RUNOFF AND SLOW THEALL FLOW OF WATER AND ALLOW CWeW TIp r— + 1 VY. ,1 SEDWENT TO SETTLE OUT TEMPORARY SEDIMENT BASINS SHALL BE INSTALLED AS DIRECTED By THE CITY . _Tj' sl� h� 1/ J �T005- �— \ ( �it ENGINEER. fiadit � r.+ .'-i~ Y,1 7 ROCK CONSTRUCTION ENTRANCE A ROCK ENTRANCE SHALL BE CONSTRUCTED AND MAINTAINED AS SHOWN D_ ON THE PLAN TO REDUCE TRACKING OF SILT AND DIRT ONTO THE PUBLIC STREETS A GEOTEXTILE FABRIC *(� - �, SHALL BE PLACED UNDERNEATH THE ROCK.THE ROCK SHALL BE PERIODICALLY REPLENISHED TO MAINTAIN V HNPwW pa.YW a/fills Grading Key Notes THE INTENDED PERFOR/JARCE.YUD AND DEBRIS SMALL BE REMOVED OR SCRAPED FROM TIRES AND VEHICLE UNDERCARRIAGE PRIOR TO LEAVING THE SITE 1 A SILT FENCE 0. COSTCTIONSWEEPING.ALL EQUIPMENT ANSTREETS USED FOR APPLIES TO SHALL SITE AND HILL ROUTES USED FOR CONSTRUCTION CITY OON PINCER NT AND ER ADDITIONAL ONALSUPPLIES SHALL F CLEARED TS AS END D EACH WORKING DAY R AOLTE CONSTRUCTION ENTRANCE ME CITY OR ENGINEER MAY ORDER AOOTONAL SAEEPNIG OF THE STREETS AS DEEMED REOARED AT C INLET PROTECTION OEKLOPFR/CONTRACTOR EXPENSE. `,1\SV. 't N 9 POSITIVE DRAINAGE AND PROTECTION.THE CONTRACTOR SHALL MAINTAIN POSITIVE ORAINAGE THROUGHOUT / , THE SITE AT ALL TIMES LOW POINTS WTIWN AND ALONG ROADWAYS ARE EXPRESSLY PROHIBITED.THE CONTRACTOR SMALL BE RESPONSIBLE FOR T:YPORMY DITCHES,PIPING OR OT1Et MEANS TO FACILITATE IM�Yo� - PROPER DRAINAGE DURING CONSTRUCTION.TO PROTECT PREMOUSlY M;OR AREA$fROM EROSION WOOD i .. s• FIBER BLANKET SHALL BE PLACED NL[DIA TL1Y ON STEEP SLOPES(1 3 OR GREATER AND EMBANKMENTS, _STOAT r. I I ��\• ,'t PERMANENT AND TEMPORARY PONDS.AND OUTLETS AND OVERFLOWS TI PROTECT T�E COMPLE7CD GRADE A AND MINIMIZE SLLT IN THE RUNOFF. LEDICAL BlgD1411111 �� 5 \, ,': AREFFE A_T 006 Sr \ \� 10 DRAINAGE 0 TO 1HE NORMAL TERCD PERIMETER O ANY TEMPORARY ON PERMANENT DRAINAGE DITCH I •+j ,w�`F'':• — OR SWALE MAT DRAMS WATER FROM ANY PORTION OF THE CONSTRUCTION SHE.OR DIVERTS WATER - 1 1 AROLM THE S7E,MUST BE STABILIZED WTHN 200 LAICAL FEET FROM THE PROPERTY EDGE OR fApA THE I•{ i I \ Y p V"_ PONT Or OSG/A7(GE INTO ANY SURFACE WATER.STABILIZATION OF THE UST 20D LINEAL F[ET MUST BE COMPLETED WTHN N HOURS AFTER CONNECTING TO A SURFACE WATER.STABNZATIW OF THE REMAINING PORTIONS OF ANY TEMPORARY OR PCRYANCNT DITCHES OR SMALLS MUST BE COMPLETE WITHIN 14 DAYS 1 AFTER CONNECTING TO A SURFACE WATER AND CONSTRUCTION N THAT PORTION OF THE DITCH HAS tl ALL SIDEWALKS TO i I TEMPORARILY OR PERMANENTLY CEASED.TEMPORARY OR PERMANENT DITCHES OR$WALES THAT ARE BEING USED AS A SEDIMENT CONTANYENT SYSTEABIf(1WT/PROPERLY DESIGNED ROCK DITCH CHECKS,BIO ROLLS. ^I 1 MAINTAIN A zx CROSS s tom SILT ONES,ET:)DO FqT NEED TO BE ST ZED.THESE AREAS MUST BE STABRIZED WNW 24 HOURS - SLOPE OR HISS ANO j a I ` C RAIL G I1 AFTER NO LONGER BENC USED AS A SEDIMENT CONTAINMENT SYSTEM. I; PO6(TNE ORANAGE AWAY l Q 1 r TYP BOET'I�M.999.w NWBBRAWA( $MALE; FROM IS BUILDING ..SS 1 V, Y 100-V*RSAI.IOOW j^_ It TURF ESTABUs HYENT.ALL EXPOSED SOIL AREAS MUST BE STABIUZED AS SOON AS POSSIBLE TO LIMIT SOIL I T I THIS i ` ^ , EAOSION BUT N NO CASE LATER THAN IN DAYS AFTER THE CONSTRUCTION ACTIVITY N THAT PORTION OF TT .t _O (M 00J.0' �I I.-IR HWL_IOD3.1S� 1 m.26 THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 333 Ions*_ l� 1 V\ 12.MAINTENANCE AND INSPECTION.EROSON CONTROL MEASURES SMALL BE IN MAINTAINED THROUGHOUT THE CONSTRUCTION MET UNTIL SATISFACTORYESTABLISHMENT OF PERMANENT GROUND COVER IS OBTAED.All CONTROL 1E 0' 20' AO' 60 EROSION D SEDIMENTATI CONTROL AND S7OITNWATER OUTFALLS WST BE BE ED BE INSPECT g C I HOOT, WEEKLY.AND WYNN 24 HORS OF WE STE RECEYWNG 0.5 N04ES OF RAIN.REPAIRS MUST MADE ON THE SAM DAY OR FOLOWNG DAY OF WE INSPECTION.UNSATISFACTORY CONDITIONS NOT ANREPA V l \ I \ \\ L CLEANED UP WT IN 45-HOMS OF NOTNTCATION SMALL RESULT N A STOP WORK ORDER D/ORIRED SAIDOR WORK SMALL BE COMPLETED AT CONTRACTOR'S EXPENSE. J I I - f' 1 .IOIFJ(W:'^•i.J�I I I 11 REMOVAL WE CONTRACTOR SMALL REMOVE AND DISPOSE OF ALL T EMPOR ARY EROSION CONTRd-YEASUREA �LL 1 STRUCTURES AND DEVICES ONLY AFTER RECEIVING ENGINEER APPROVAL ALL DEBRIS.STAKES,AND SILTS I 1 _ ♦ V j,:•, \\ ALONG STET FENCES SMALL REMOVED AND OFF STE THE CONTRACTOR SHALL NAND RAKE V ' /.•t,•` N IOm SATED AREAS GROUND SURFACEOU W svog.D WTH SEED OR SOD.AS RENED.TO MATwCHOU7NE FINISHED GRADE�To SHALL AWATCpNTNSMALL B DI PRO AREA. Pr. OWN14 Er..N. Nam. 1 1 1 I ..• � \ 14 FINAL STORY SEVER SYSTEM AT THE COMPLETION OF NC WORK AND BEFORE THE FINAL WALK THROUGH. A-•pm OOY THE CONTRACTOR SHALL REUOVE STORY SEWER INLET PROTECTION MEASURES AND THOROUGHLY RUSH THE STORY SEWN SYSTEM.SEDIMENT AND DEBRIS SMALL BE COMPLETELY REMOVED AND CLEANED AT THE ® ^M I \ t\ INLETS OUTLETS AND DOWNSTREIW Of EACH OUTLET.RP EXT RAP AND GEOTLE FABRIC WAY REWRC Y _IO05- CEMENT AS DIRECTED BY THE EN WER TO OOBTAINA UKE NEV INSTALLATION ACCEPTABLE TO THE tmE70 �I t 21 P�-I �» 1, '1• 15,DITCH CHEpK(BLOROLL.BLANKET SKYEY "SAS AND BLANKET SYSTEMS 9/ALL BE BE INSTALLED AS i I I I DITCH CHECIKS WILY N SPEGFlCD LOCATIONS AS APPROVED BY THE CITY ENONEER.B4OROLLS ARE NOT TO I'1 BE UTILIZED IN AREAS WHERE VEHICLE AND CONSTRICTION TRAFFIC OCCUR 16.ROTATION SILT CURTAIN.ROTATION SILT CURTAIN SHALL BE UTL12ED WKN CONSTRUCTION ACTVInES 3I h ' I ` C OCCUR DIRECTLY ADJACENT TO LAKES.STREAMS OR WETLANDS N ORDER TO EINTAW SEDIM NEAR THE _ I BANKS Or WORKING AREAS WE INSTALLATION OF ROTATION SILT CURTAINS WLL BE REWIRED AS DIRECTED I O Q . ` BY THE CITY ENGINEER ATED BY CONCRETE WASHOUT i I - 1 _ 17 CONCRETE WASHOUT CENTNSITE ALL IN A AND SOLID CONTAINMENT ENTER R IMPERMEABLE BLE LINER. CONSIDERED OOs OMPACTEDS RAY LWCRONTHAAT CONTAINED NOT ALLOW WAS OUTANMENT TO OR GROUND 1 NCR.A A i AR IMPERMEABLE LINER.THE LIQUID MO SCUD WASTES MUST NOT CONTACT THE GROUND,AND HERE MIST Fe•- i RUIN GARDEN 12 NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS.UOUO AND SOLID WASTES MUST BE T I I• j ,/ I I- ,og 1 t BOETOW_995.0' DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS A SIGN MUST BE INSTALLED MO-YR HWL-997.OZ' ADJACENT TO EACH WASHOUT FACJTY TO WFOW CONCRETE EQUIPMENT OPERATORS TO UYLIZE THE Prgwd for. \ r PROPER FACILITIES Grading NQtCB -FOR PRIVATE INFRASTRUCTURE COMPONENTS ONLY' _ BDH & Young t LOCATIONS AND ELEVATION$Di EIHALL FIELD VERIFY AND CONDITIONS N UTILITIES AS AND UT ON THIS PLAN �1 �00 -�, I °r' T ♦ 1 ARE LOCAAPPTIONS EXCAVA ICMTOR SHALL FIELD VER9Y SITE ENGINEER MA TINE UTRIIY jlll x�+ I -- - _ _I I I ; I G f VIMMEDIATELY IF PRIORTO Y DISCREP DIE C me OUND. THE ENPNEER SHALL BE NO11i1ED I 2 CONTRACTORS SNAIL REFER TOO CD PAVEMENT. PLANS FOR EXACT LOCATIONS AND DIMENSIONS E VESTIBULE-EXACT SLOPED PAVLYENT, NT VICEPORCHES.LOCATIONS, RAMPS,N DUI<DOCKS PRECISE 7001 1'rulL Avenue South,Suftr 700 J AND NC DIMENSIONS.EXACT BUILDING U1ILITT ENTRANCE LOCATIONS,AND EXACT LOCATIONS ByUti S^-- - SSlTS AND WISER OF OOWNSPp/TS. S. ALL EXCAVATION SHALT.BE N ACCORDANCE WN THE CU ETX RRENT now OF'STANDARD _ A/`! 1 f SPECIFICATIONS FOR TRENCH EXCAVATE/ARO BAL%FLL/SURFACE RESTORATION 4 ALL. AS PREPARED - \ aFQ]E _ BY AL THE CITY ENGINEERS ASSOCIATION O F MINNESOTA. DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD OR f' \ I N •S SEED THESE AREAS SHALL BE WATERED UNTO,A HEALTHY STAND OF GRASS IS OBTAINED SEE LANDSCAPE PLAN FOR PLANnNC AND TURF ESTABLISHMENT / ♦♦ 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIONC AND MAINTANNG TRAFFIC CONTROL DEVICES SUCH AS BARRICADES,WARNING SIGNS. DIRECTIONAL SINS,FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES I' T \ -Y V SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES - \. FF SILL CONFORM TO APPROPRIATE MNDOT STANDARDS. 6 ALL SLOPES SHALL BE GRADED TO]1 OR FLATTER.UNLESS OTHERWASE INDICATED ON THIS SHEET h IOONW O A 7 CONTRACTOR SMOO SHALL UNIFORML GR Y ADE AREAS WTHN UNITS OF ORADWG AND PROVIDE A 7 8 Y VVV TH FINISHED SUWAFE WN MOP ES OPES BCTWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GLADES. B. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS ALL GUTTER ROW LINE L+' Imp 100ib + 99 Y UNLESS OTHERWISE NOTED PROPOSED CONTOURS ARE TO FINISHED SURFACE EVADE. 25 $S NW _ lama N IN .. RAIN GARDEN/3 9 SEE SOILS REPORT FOR PAVEMENT SICKNESSES AND HOLD DOWNS, » .. ,• •• / a BOTTOM-993.0' I ! S , O - 9910'r ` 10 MINING AND UTUT DISPOSE ONNSIRUUCTIONrISXCESWPLLETEO THE CONNTRAAT EMSTS CTOR SMALLTLDISPOSE OF R THE SITE Eagle Point ' ,DD-YR NHL_ ALL EXCESS SOIL MATERIAL N A MANNER ACCEPTABLE TO THE OMER AND THE REGULATING Medical Center 7 t 993 foN. C it ALL CONSTRUCTION SHALL CONFORM TO LOCAL,STATE AND FEDERAL RULES NCLUENC THE I _ t NATIONAL POLLUTANT DISC14ARGE ELIMINATION SYSTEM(NPOES)PERMIT REWWEMFNTS v 100 -V ,. - - ��`~995-:x-�y 12 PRIOR TO PLACEMENT OF ANY STRUCTURE EK PAVEMENT.A PROOF ROLL AT MINIMUM,WILL BE Lake Elmo, Minnesota 1ED --10I1 _ REOUIREO ON THE SUBGRAOE-PROOF ROLLINS SMALL BE ACCOMPLISHED BY MAKING MINIMUM OF 1 COMPlE1E PASSES WIN ILLY-LOADED NS VkHI AXLE ER S TRUCK,OR AND DIRECTION EWAL.IN EACH OF 2 PERPFNpWIAR DIRECTIONS NHWE UNDER SUPERVISION NID pRECTON 1 - v`�� _ - --•---- --'-!_ __ OF THE WDCPENDENT TESTING LABORATORY.AREAS Of FAILURE SHALL BE EXCAVATED AND RECOMPACTED AS SPECIFIED HEREIN. T _�rI I�, _ - -�^ • ~ - _ '� 13.EMBANKMENT MATERIAL RACED BE ATM BUILDINGS AND STREET OR PARKING AREAS SHAH GRADING, DRAINAGE SE COMPACTED IN ACCORDANCE WTH NE SPECIFIED DENSITY METHOD AS OUTLINED IN MNOCT 2105.3FI AND THE REQUIREMENTS OFTHE GEOTECHNICAL ENONEER. & EROSION • I, 14.EMBANKMENT MATERIAL NOT PLACED IN WE BUILDING PAD.STREETS OR PARKING AREA.SHALL I .. ) BE COMPACTED IN ACCORDANCE WTH REWIREMFNTS Oi 111E ORDINARY COMPACTION METHW CONTROL. PLAN AS OUTLINED IN MNDOT 2105.3F2. 15.ALL SOILS AND MAIM LS TESTING SHALL BE COMPLETED BY AN NOEPFNOENT G:OTECINACAL ENGINEER.EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOLS SHALL BE COMPLETED AS REOUIRED BY THE GEOTECINICAL ENGINEER-THE CONTRACTOR SMALL BE RESPONSIBLE FOR COORDINATING ALL REOUWED SOILS TES1S AND INSPECTIONS WITH THE GEOTECHHCAL ENGINEER. Os. 05/21/14 sl-eE K2 Or 5 NOT FOR CONSTRUCTION oo0M5,n 1 C01 4 We♦ be-dig eea se..ICAe,Inc. City of Lake Elmo - Sanitary/Water Notes w CtlI 46 Heun kefxe digging, 811 OF CO)SMCOFT �AUItaRY s R NO C__G.."AIR- Utility Legend _ 1 OF SANITARY SEWER AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WM MC CITY ' --- --'__ .:„--.- `"- •. - OF LAKE EWO STANDARD SPECIFICATIONS AVID DETAILS -_- - _n .. f= EXIS➢NG -- PROPERTY ONE 2. ALL SANITARY SEVER PVC PIPE SMALL O INSTALLED PV ACCORDING TO CITY STANDARD DRAWING Westwood 103 GRANIUWt MATERIAL BEDpNO IIEMOp(FOR PVC SANITARY SEVEN APE). V EASEMENT LINE 1l 1 ------_- CURB AND GUTTER J. UNLESS NOTED OTHERWISE,ALL SMOOTH WALLED SANITARY SEALER PVC APE AND FITTINGS SHALLdf,yl�k 1 8E STIR JS WTN 0.ASTOYERIC GASKEIED JOINTS.-I_____0 SANITARY SEINER 4 ALL SANITARY SEVER SERVICES SHALL BE 4-INCH PVC,SCH.40 OR SORT 26 PPE. 5C11CIRud,W�Sa 1 TM � STORY SCWfa S. SMOOTH WALLED PVC APE AND FITTINGS SHALL CONFORM WITH ME REQUIREMENTS OF ASTY vEHONE zTo-zsa-wRI 0-3074 FOR THE 9ZE.STANDARD DIMENSION RATIO(SIR),AND STRENGTH REOUIREYENTS FAK ]M-z5Xan7 - ,,:yam{ V t -I- WATER T WgCATCID O/I ME PLANS SPECIFICATIONS,AND SPECIAL PROVISIONS TOLL THE 1ao0.iTo.-1 4 S�'� \FT' 1�y 1 _ .. ._. _I�'� HYDRANT Al {1 6. REINFORCED CONCRETE APE AND FITTINGS SHALL CCNFORY WM ME REOUIRCYENTS OF MnDOT WwHt-WIIWIe�etam / . GAS SPEC 3236(REINFORCED CONCRETE APE)FOR ME TYPE.SIZE.AND STRENGTH CLASS SPECIFIED VNDERGROUND ELECTRIC HEREIN OVERHEAD ELECTRIC 7 JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE NTH RUBBER'0'RING .A UNDERGROUND TELEPHONE JOINTS PRONGED ON ALL SANITARY SEWER MANHOLES rc (j,F t OVERHEAD TELEPHONETELE �k PH OPTICS. SANITARY SEVER INLET AND OUTLET APES SHALL BE JOINED TO THE MANHOLE WITH A GASKETED.FLEXIBLE.WATERTIGHT CONNECTION TO ALLOW DIFFERENTIAL SETTLEMENT OF THE CABLE Tt1EN51CN -•.•- POPE AND MANHOLE TO TAKE PLACE M■. DRAW TILE 9 A P-C'TO r-C MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE SECTION TO ALLOW Nommi D-d-~/A,, GATE VALVE FOR HEIGHT ADJUSTMENT WHENEVER POSSIBLE r I FLARED END SECTION MATH RIPRAP 'fTr CECANOUT 11 CB TD I, ( ) 10 ALL SEANCE LINE STUBS MUST HAVE A T•% N IM VAIN 4AER METAL SPIKE RUNNING.• •,�.••''` REa•IOOaS ty BE-i000.5 H� LIGHT POLE FROM ME ENO OF THE APE TO FINISHED GRADE ELEVATION. y NL997.00 `y m.Q-996.00 ((O•Z' - -.-r.-L-VA-H-\- REMOVE EXISTING STORY STRUCTURE AND PPE II,UPON MAKING A CONNECTION TO AN EXISTING SANITARY SEWER STUB OR MANHOLE.DINT AND ,. INSAL A 47 ON a' DEBRIS SHALL BE PREVENTED FROM ENTERING ME EXISTING AVER BY IMMEDIATELY INSALUND V INSTALL A VE iV , j11 DRAIXTIIE IN CATCH WATERTIGHT PLUGS AS NEEDED IN ME CASTING MANHOLE `1 '',t,BASIN."-CLOSE ALVE TO ' S - WATER ,pRONOTE WRL ATIOL 1wWee SEANCE I ,J\..a WATER MAIN NOTES: I PROPOSED 2-STORY j.,yDO P , ALL WATERYAIN AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WM THE CTtt OF 4 MIMICµ BUILDING AREA 16.600 SF 11 I \ \ \\ - LAKE LIM STANDARD SPECIFICATIONS AND DETAILS - RE-10043 FFE-1006,5 1 I \ -0 '� •�'w.�.;• - - 2 MANIPULATION IPU.ATION OF EXISTING VALVES SHALL BE PERFORMED ONLY BY CITY PERSONNEL BUILD MANHOLE - 11` I Qa l \ 3. WAIERMNN SHALL BE DUCTILE IRON APE,CLASS-52, OVDF,EXOSINC •8 _ 6'S ITARY I a µL FITTINGS SHALL COPY WM CUY SPEC 28/12AI ALL FITTINGS SHALL BE WCTLE IRON E D♦.9= SANITARY I ' ':'� STORM SEWER CASTING SCHEDULE PIPE WM POLYETHYLENE ENCASEMENT µL CONNECTIONS SHALL BE INSTALLED UTILIZING STUD X `� COR-BLUE NUTS AND BOLTS. 15yE' �QyB STRUCTURE IC-92020 \ - - CASTING TYPE S USE GATE VALVES FOR ALL APPLICATIONS W THROUGH 12 INCHES. DILTML TOIL - g �.' `COREEEDppRILL 6%P NUMBER TYPE OIA. i I • IETD.991':8 T1NC CB A�... .�, 2 SIMIN 2' R a 16A6 37'-6' t&' ` �0 N(STING NS A 5. GATE VALVES SHALL BE RESILIENT WEDGE AMWCA N FLOW CON IROL SERIES 2500 OR APPROVED l 1 3 C8 Yr} R-](167 EQUAL GATE VALVES MUST COMPLY WITH CEA4 SPEC 2611.2.C2 PVC PLU O 11357E ANHOLE ♦ aimR-S067 7 USE BUTTERFLY VALVES FOR ALL APPUCATIONS GREATER THAN 12 INCHES. \ 1 l 5 CBLN A R-3067 _ CB) R--V$7 S BUTTERFLY VALVESIT SHALL S WELTER C.1 u,OR APPROVED EQUAL BUTTERFLY VALVES 1 RC-/007.0 \ \V 6 CB A8 R-2560-EA WITH CEw SPEC,25112.G] - •.�� _ S. BOLTS AND NUTS ON ALL VALVES AND HYDRANTS SHALL BE STAINLESS STEEL 99 IE- 9.D0 4'PERFORATED \ t SBIX 79'-12" I D�DLE O �'�` I.- 10 CB R-2 EA 10.ALL HYDRANTS SHALL BE INSTALLED 5.0 FEET BACK OF CURIL STORY J�' O 120; �'•IV• ttEA11QUT - 1 i•; It.HYDRANTS SHALL BE WAIERG US'PACEN,'MODEL W9-67 OR APPROVED EQUAL FITTED WM M h..D� ~..t HYDRANT RTC-1000,5 \ LOO SERIES FLEX STAKE AND PAINTED RED. V p�L 1Ir RE'IO 00 \ _ 12.HYDRANTS SHALL HAVE TWO OUTLET NOZZLES FOR 2-1/2 0.0)HOSE CONNECTIONS AND ONE C$10RZ NOZ21E. f� n ♦g♦ K ggy • •-• w L y �+ I t�\ A V + s :,r.' �, •• •• _ 13.SHALL EXTEND 6 INCHES ABOVEEFIIM9HED GRACE FULLY EXTENOW.ME CIJRS STOP SERVICE ASSEY SHALL HAVE A MIN,WUM IADJUS1YENt RANGE AND 6'IB'XB'TEED STMH 2 H CLEANOUT ILA.ME CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WATER 10 HOMES AND BUSINESSES OP RC-996.5 WHOSE WATER SUPPLY IS DISRUPTED WRING THE COURSE OF THE PROJECT. ` RE-/00i1 ��1 IE-997.DO IE-99&OS • 'nFr rM a' ��L M_ti �\' 15.ALL WATER SEANCES SHALL BE 1'TYPE K COPPER VNlE55 OTHERWISE NOTED i sn!c n GATE �\ ,t ` General Utility Notes'FOR PRIVATE INFRASTRUCTURE COMPONENTS ONLY- lALCA _ N ` IC ` J 1 MC CON..-IS SPEC I-LY CAUTIONED THAT ME LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS O ME SEE CITY DETAIL M�M I \ `�E 0' 30' AO• 60' INFORMATION S1ISHAU VARIOUS UTILITY NOT BE RELIED ON AS SEND EXACT COMPLETE.THE AND LIMITED MEASUREMENTS TAM IN THE FIELD ME 210 TERM I_�O CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND AT THIS 216'-12' i t>"•I NOTIFY THE OWNER OR D40KCR OF DISCREPANCIES LOCATION, STORY I e �m'P�4\\ ..',-� _ / Z PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL OBTAIN THE NECESSMY FEDERAL. for ` O 1.237E I \ \ ,\ ',.'t STATE AND LOCAL PERMITS FOR ME PROPOSED WORK OR VERIFY WM THE OMER OR R"P"� ENGINEER THAT PERMITS HAVE BEET OBTAINED.PERMIT FEES SHALL BE THE \N A\s RESPONSOUTY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED MTN ME OWNER. k 3 CONTRACTOR SHALL R6EN TO AI%TR CNRµ PLANS FOR EXACT LOCATION AND BDH & Young � T�7ED ` 1..' OIKNSIONS OF DOORWAYS. RAMPS 1RUIX DOCKS, PRECISE BURONG DIMENSIONS AND 0uUM Ewa - EXACT BUILDING UTILITY CONNECTION LOCATIONS I -^\ -. 4. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN WM ME M- SPECIFICATIONS OF E APPROPRIATE UTILITY COMPANY.THE CONTRACTOR SHALL N• V COORDINATE THE SERVICE LINE CONSTRUCTION WM THE UTILITY COMPANIES FES S AND CONTRACTOR SMALL BEAJN ALL INSPECTED AND APPROVEDBY CITY Y TS FOR UTILITY MECITY. THE CITY SHALL --Plena AnsWe SNuth,SHdte 700 C BE NpTIFIEp 16-HOURS PRIOR TO COYMFNWIC WM THE UTILITY CONSTRUCTION OR 8d1nA A(1>ulao4 SSWV ADJUST EI/STINC Eg993.0 "\ ANY REQARED TESTING, CONTRACTOR SHALL NOT OPERATE,NTERFCRE WITH, CONNECT ANY PIPE OR HOSE TO.OR TAP ANY WATER MAIN BELONGING TO THE CITY SANITARY Po4 21 - I CO'!' /� V ) UNLESS DULY AUTHORIZED TO DO SO BY THE ONY ANY ADVERSE CONSEQUENCES OF O 1 20X E-992.50 5(j67•,-. SCHEDULED OR UNSCHEDULED DISRUPTIONS O'SERVICE TO THE PUBLIC ARE TO BE ELEVATION tpp21 67'-16'STOW RE-996.D! r �� I 1NE RESPONSBAItt OF THE CONTRACTOR. INSTALL A VALVE;ON"+' 6. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS ALLOW FOR t DRANiRE INSIDE CATX! ADDITIONAL PPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REOUNED BASIN,CLOSE VALVE TO0000. ME JOINT DEFLECTIONS SHALL NOT EXCEED ME MAXIMUM RECOMMENDED BY THE APE PROYQIE INFILTTNAl1oN.' MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS FITTINGS REWIRED TO PVC CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAW CONSTRUCTION. !HA`• O 20Q7I •Vl 7. PROVIDE WATER MAN TRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS STYH 9 f • .�1„ RIJ l B A MINIMUM VERTICAL SEPARATION 6 16 INCHES IS REQUIRED AT ALL WATER PAIN BUILD STORM MH CROSSNC$WM SANITARY SEWER OR STORM SEWER RE-1000.0 OVER EXISTING 24' IE-996. STOW LINE AT N = 9 UTILITY SER14CES TYPICALLY TERMINATE 5'OUTSIDE SULONG WALL UNLESS OTHERWISE IE-990.40 HIT SHOW„OR NOTED. ti IE=990.10 S 10.ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF ME City. 995 E-969.60.E2 CB 3 - 15'-IS STORY CBMX 5 I 99♦ '/ _ \246' 1S' 11.ALL WATER ONEUHS SHALL HAVE A 75'MINIMUM COVER.PROVIDE MINIMUM SEPARATION ♦ O 1 00.[ STORM 993 1 - �i, , OF 1 E-996. �O t.pa7L E-993.68 W OLFANOUT/ -,i V y 50E IE SI7MY SEVER III STORM SEWER.INSULATE WATER MAIN IF LESS MAN -993.48 E 1 12.INSULATION SHALL BE DOW STYRCFOAM N BRAND 35 OR EQUIVALENT,WITH a INCHES T » » » RE-9945 5'-12'STOW Eagle j » - fA E-991.00I O 2.001E ` IT , OF THICKNESS Eagle Point FES AO WM ' - �.`{ 13,SANITMY SEWER PIPE OUTSIDE ME BUILDING ENVELOPE SHALL BE POLyNNYI IE-993,0 ` aLaRIOE(PVC)STIR 35 OR 26 SDR 26 IS RECUWCD FOR DEPTHS GREATER MAN 15 Medical Center v 41,-16'WON.. I '' FEET.SANITARY SEVER PIPE WITHIN 5 FEET OF BUILDING AND UNDER FOOTINGS,PIPE , SHALL fE PVC SCHEDULE 40. - .- .. ... FLEYATION 1001 B- 0.007E ` 994 -N9TALL VALVE ON+ t STOW SEVER PIPE SHALL BE REINFORCED 3 F II PPE CLASS 5 FOR APE ' •1. ; 993 _ .. --ADJUST EwSTHC ♦'PERFORATED .995_ _ W(Cw - a CONCRETE ( Lake Flino, Minnesota SANITARY An TO DRAINJEE O - DIAMETERS 16'AND SMALLER,CLASS J FOR PPE DIAMETERS 31'AND LARGER UNLESS REMOVE E)ISTINC 4' OTHERWISE NOTED)WITH R-4 CASKETS,OR HOPE STOW SEVER PIPE IF ALLOWED BY --- - - -- -- _ CATC„BASIN DRN NE DE ARCH ME CITY,HOPE STOW APE 91µL MEET REQUIREMENTS OF ASN F2M APE SHALL AOO15T EIOSIINC 1 STAVCNRE_AND._ __OASIN CLOSE VALVE 10. BE WATER TIGHT ACCORDING TO ASTM 03212 REQUIREMENTS.SEE PUN FOR a PIPE C.$TRH 9. PRCIOTE INFILTRATION. LOCATIONS WHERE RCP IS REOUIRED.PVC STORM SEWER APE SHALL BE SCHEDULE 40 SANITARY RIM TO q N ELEVATION ED02.7 M i f PIPE FLARED ENO SECTIONS SHALL BE RCP WIN TRASH GUARDS!RIP-RAP. l r ,o`er I/ 15.POST INDICATOR VALVES SHALL BE CLOW F-5750(OR EQUIVALENT)MEETING AWWA UTILITY PLAN STANDARD C509 AND CITY STANDARDS VALVE TO BE MECHANICAL JOINT RESILIENT WEDGE I J I'1 I ELECTRICAL VALVE AURLI STITCH SHALL BE PART NOT TO BE ADJUSTABLE`PCV5OR 82(OR EQUIVALENT). ET WATER MAIN DEPTH_ME r NIL AFTER CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL PROVIDE THE OINER WITH AN AS-BOLT RECORD OF UTILITY CONSTRUCTICK THE AS-BUILT SHALL INCLUDE LOCATION AND LENGM DEVIATIONS OR CHANGES TO ME PLAN.CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CON$TRUCTION ELEVATIONS IS RECORD. - 05/21A4 NOT FOR CONSTRUCTION - C3 m 5 920T4 Wa t,lod ProtciNmd S-13.Inc. 8111 18 H I: 811. diySb9'. w 811 w cDi1811.com C--GOUnd ARicnce VftstVYOOd YIAEOraOd PNl�brrl SnMtaA K ]rOt T]b 1Y.AlNwtM1 5aIM206 St Cbud.IIt 66W] PHONE ]24]a]Ma6 TOLL ]ZO-25]211T raLvma taoo-zTo.aoa trrwntl�N+oogoLmTn T AOOO P'9 TYPE T CON09[iE �� ra a'CWPACTED D_]AOCREGATE BASE CNI— YttODT 3'A 22tt R—w��fiL�Ac16 AIREAC[CTYPAC110t N07M CwOeCIL 91ALL r CII RON1' wM A¢DEa rN rABNC aR ROKOtptW puts N A595T N Cb11RauAAC ORAOOA'ER[Y ORnIG SngrNuti AAR aUuwl WANGES rLLi /AEA Ort PA AND AND(IS rQ V BY 15 r�Qlj. NI ONX 9eN1 PRLPMEUrE �V� .aPI1NG TTERN 9AYrt 0 Ox.12OT PNOR TO COtSaNCAOY. S4.OJrs S11PAD NM OIT MRIXIW TNL yC1DCa w IE FABRIC OR RENTp 0 r SM ANa D ARS 9IOULO R UNRW AT PpN(a a/W GOO JONM DOw[S S BE—..AT 10RYW ANII"—,ONTS 0a•AES$HALL R Ja'lONO{'VAY ...AND fAEAsm OC BARS AT b'SPAONC.YINYW ta'iROA OAgrFM W2 Tpt—TC iNxASIRUCNRE COtnWprs pAY W HEAVY WTI CONCRETE SECTION LOADING GOOK u 921 5'CONCRETE MAIX MM CWTNACTION-NTs EVEAY pGRAD, E ANU DW OR IAT JOMis KRY Iw OR AT W �Lrr�rr NTERSECTIONS .r,Lr�riri�wt—c~�ioo� MISN RE RAN Zs CR0a1 ROPE y Oa/I>nA try Ta 49"3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N "YNUSN2211 T.E 5. I00L diEO STONE AOCREGAIT BAR 'faR PINNATE NTRASTRUGTUNE CGYPtl101Ti ONLY MVATE CONCRETE SIDEWALK u900 77 POt (OryE.Y 9v�i PpsT NC OTr E—CA I �PuNrzo HAKDW pp"far. T r tAcoT JJw rwE�ar.NEAANc cawR naor JPEc:ssT InwNws r.ot Pwr t.s•ucor:Jw TrK n.ITAs canR (f �E E'tAi0]i 9[C Jt]6 BASS S t W.1 GIIP�W WP[4II BAR Y •V Y(I.0.w5• ADDpa1nW A[�LwOOtT1 YIX PAN O BDH & Young ALMPotC hN TE) rpt• ,QCtld1 w qAY riA RCTp2 'OC( I STANDARD QM PAVnMfE sncnm '•to'IwY[ d swsa wvn�..a o 7001 P—A--Sall,Sdb 91D b sST K a UNE Sd— MJnosuA 55435 tr TA�Ror J]la TwE sP Tn.tcAiwa mMR >r ssT Pnwwws rAu mAr s,y. a•I.00r JJw rtPE Br.aR LOIMR s S LxOpi ST'TG JTL R/SS>.taa1.ON9m AapNC.AR MR nA.Actm sAro}AT.ADC 0-1--PAacTce) 14ANDIEAP iRP M 4DTCClw(A 1@MT rp ATI I..gCJBLYpTS SKIN HANDICAP rot P.—T RCTIONs IN—1 rRL R1— NOTE; SYYB0. f1LAVY DUTY PAT7®EWi'►SHCDDE7 PRaYaE aC94NAtW wxn aNR rnla.EAm N.woKAPPW PAAENc]rAu_ Yce PNy.rz wrRAsrsu<nAx caTroxprs p,Lr Yce PNYArz.eRASTmcTusE mYPONnrs aNEr w PAVEMENT SECTIONS ~ w HANDICAP ACCESSIBLE,11-ACE r arm ur919 AHD STRIPING Vr915 rt*a rys nt.m sA.o`i J�li rm Y oaal]tM¢tp NAPES Eagle Point Medical Center W.acrt �sr s�ol j.8k2 Elmo, Minnesota N� M p� I.P4NnM utPn 1K�m�i. Y AA,IS' 2129LA.L Pu¢Nq : t1A.UNF "• "" DSTAM SHM Aga' aT M W a^�'E4rar� i o• r�YopwSAwF LNp Yqt NevArz INNTA1tRUCTURC CPPWpR OAY PTnVAiE rIRA1TRUCTURE fAYPoNENtS dLY RNN GARDEN w «CONCRETE WASHWT AREA netnm GDDB Or 05/21A4 a. C4 w 5 oonmemmo�e.s F 02014 wnt.eea PrehMe"a SArNeAL.MG e w Cal b Hw bafere NIYM9: 811 or cDR8li.can co 4 m AR �I11 "' >{� lro1 MSYwtHan,5u1420e T Ci•I '�. •yv'�.•n St(:leas,IYI Sorel Westwood �'' ,,• ,g'ii,�Y :•Af n •+'n FHOHE 120.I .< w >•:n �3 j - .� 1 _ - = •ur T .,11 Rrs, Lln TA% ;-7-37 6,4,1, t11aRE£ i0.wA5 ...� w f � - ; 1 _ '�M�.r ....«>r+ r wY x.>>.n..,r. • >�_ , l ,Iwet>3'mY.00dFamm ...�.rM.r.... �� . . _ rl Y.- .>, •LJ � R .>.. ..... _ t� ;- � ......_ ,w ;p i. ..�;. =_R.... ,J t>. _. - .. .. - ., ',. .> ,- ' ro..Vrl..-,,alas-• �. ,...,. Fw o.mk � SPECIAL FOUNDATION FOR STABILIZING OF TRENCH 4•> `t'.r's: T"'Y,�aim'�.•�.. "t: .r ♦, .. !\r_. ^I g.[3.'.6 GRANULAR MATFA.ML SEDd1G METHOD -"• t Ci:i, P. R� >-a•>.,»,r r...,...,,...>.,r V.tr _ .t..,,. TYPICAL HYDRANT`LAYOUT GATE VALVE INSTALLATION _c POPE FOUNDAl10N DETAILS - CONCRETE REACTION BKKNG ITALI,ALY 9J> NFL,AAY>t,> IYMUYP 9Jl MAC4MY 9,i !IDAUUIY:Li) ffA41 ALY 9I> •n wwwrv,n L_Jr • CITY OF LAKE ELMO -J3.:' CITY OF LAKE ELMO !s_JL•I CITY OF LAKE ELMO Ir,T,;.'I CITY OF LAKE ELMO ml 1=,1�' CITY OF LAKE ELMO 9J CITY OF;LAKE ELMO t P�ytf'� a 4• �n �y-�.u+�� — ..'r"i[. .Y�^1�zr ; H ., My 4.1 ,..'flt`..~_,{,... C,F:4 qh .>. n., ,n4C CWiSe •,•^, . r .w.av «•w•,x u .... r r o.n R�ren n.r..+.^ -tc,a.r• �' ....._�...rv.•>.r...u>. U6/I]/I4 49933 WATERMAN OFFSET ._"".,,'.5;....�..�..,_.,._.>....._... ,....... ................. _ .>.. ,..,........,<...^.x .>x ...,-:ry -"" ....—.,.,n.....r... .._. ,.ram': _ SANITARY SEWER MANHOLE.TYPE 301 CATCH BASIN.TYPE 404 •"�"�"".•.^�'�"��""' ��•�• .ti.,y r..:: GTCN BiLSM/WNNOLE,TYPE 406 STORM SEWERt MANHOLE.TYPE 401 STORM SEWER MANHOLE.TYPE 409 tTAAI'AAYIDU 11W AAY 9U IOIIVAl1Y 9rJ fWl•MY 91> JTpLUARY]oU ItM m AI! nun ww.n n.wrnrma n.,>wuu.xo ..• !-_Tt:•{CITY OF LAKE ELMO 7,o r �� CITY OF LAKE ELMO �+1 �J�'I CITY OF LAKE.F.LNIO 1 � CITY OF LAKE ELMOL.� CITY OF LAKE ELMO -M� :L1t.'I CITY OF LAKE ELMO pr.p.,.a Tee �; I. '1_.'1J :. . ;i . II I f '�- �_ �+ BDH & Young �' f v.»•ex-a.o,.1 -- ' -,er..tr•w>n[ _ C G! :.r. _ - 7W1 F,L ,it A.eeut Swth,Sv1h 1110 1 11 e '<� i \"`A.. .�.>..>... .>a,., '' ',•• t o::.a 111,-F .. --- --- -- - DeIeA,MI.—ssav RIPRAP AT RCP CUTLETS DRAINDLE CLEANDUT DRAIN TILE CONNECTIONS rt+e• CONCRETE CURB,Y<AMER ..+CO COMMERCIAL CONCRETE ..'•.VE xYPEDESTPoAH CURB RAMP .,.iH:V'.LL•. aw s..,•Ax.: COMAIERCNL CONCRETE DRIVEWAY RACILLLY 911 W.YLA�Y 91, fFJI1L'A.1'91, H xLUAxI b„ FEBI,UMY 9,1 TLAtLAIY b11 CITY OF LAKE ELMO w�II... f' CITY OF LAKE ELMO I� CITY'OF LAKE ELMO �9 1>w.1::• CITY OF LAKE ELMO �I�p !:y:• CITY OF LAKE ELMO +�� =•;�J CITY OF LAKE ELMO - x>•�a!>�>i��I I. ..>.�>yl'�i �=`�'],.xvr N .,t. _.Ily Y.4_j �nv,rvhs xr♦ ,. �{ Eagle Point Medical Center -�.0 Lake Elate, Minnesota _=_--_- : --- --• .,..,w..>a�F.�.: w _ _.,... crrY Dsrau. sH= -=_----._.� _---...-w--..�., L1wG:L-la r.-._I,.AI-',>4•-NJK�10.J4 DETECTABLE WARNING SURFACE- SILT FENCE SEDIMENT CONTROL AROUND STORM SEWER INLET Rocx cwsRl real EnTxAHCE TRUNCATED DOMES IfAA1ULY pll FFJLL"iY 9U gi4ARY 911 RII,IURY b11 _ CITY OF t-AKE ELMO �~ CITY OF LAKE ELMO «!W CITY OF LAKE ELMO ear Lam•]CITY OF LAKE ELMO Ml�a b1i 05�* at C5 to 5 +' ------------- I Wminatre Schedule nnt / 1 Symbol Oty Label Arrangemer4 Total Lamp Lumens LLF iescr+puon b0'bo'-bo '� `,b\o bo 'so to In as bo q Al SINGLE NA 0.900 McGraw Galleon GLEON•AE•0&LED-E1.5W0&sq LEDTypellsingle25ft `� � ✓ 00 os 10 20 bot+' �,to 0o bo to to be 10 "Q 1 e SINGLE NA 0.900 McGraw Galleon GLEON-AE•04-LED-E7-T34-sq LED type lVwide25fl I , be 'Dofio S3 bo• 0-l%o 09 be be I bo ba to,be bh bo 1no t4♦,b.o I bo',to bo be I rod Calculation Summary TT Label CalcT Units AvgMax Min Avg/Min - b0 bb I 0o In'.bo bA be p't-yo oo be be be be be g/Min MaxlMm Daacnpuan - +5 ter•. ! 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Yi az 1z b, bl be I be Jb0:b.0 boj o - - -- bo bl bl ba b3 Is Ib7 0e i, 5z is i2 12 22 4�ss--1a "fir tr:�t2 1z iz 1.z iz 1z. lu 0s as �a] bfi bT•1ba oz;]bz b, b+ to b4 0o ba bo be 00 ! , ae b, b, b2 ba I- 'L.a I. 1L 0a._to 1t9 1:9- be-ba-a6 I Lb--6-b9-bs---b9-0a $s 19-aa ba.e.z--o.a-ba_bs 1.4 0a._t2--Y1 b, b1 bo to be I bo to I 151 bl 11 b2 12 14 14 15 b5 b6 b6 b,bkbs abs is bs be bs 16 be be afi 4i b6 bs b5 as a4 14 13 b46,b2 12 b+ bk b+ bo be to Lo -'no iloo - I Arch D-Size I Lo b, b, t+ 02 02 02 03 b3 of ba b4 ba 14 'be b4-.0a 04 14 04 oa b4 b4 34 ba b3 33 13 a3 b2 b2 bx al 0+ 11 11 a1 I !be ba to -• "� r"1 I be rot 1.1 b, 11 b a aiib z bz tz z b2 bz z bz,'0 2. 10.2 t2 b2 bz bz b2 ax 32 12 bz b2 bz oz bt b, bl bn b, ai b+ ao 'Do be be I ' ao 0o ba ' o, b, b, b, b, a, b, b, b, b, t1 a 'b 1 b1 b2 b2 b2 bz , 'of bt 11 11 bl br In' b1 b, b, b, b, b b o be bo a 0.e ao bo ao ae b, t, b, b, 11, a, b, b, It b, b, b, b+ a1 b, I b, It b, It I a, b, It b+ to be be be to be t I e EA G L E ,� p p l Spr e ONCRET��I SET 5 9L0..% tPo B I T U M I N O U S a N8955'07£ ^:9� 7 3 10'00" _— 18.27 L 211.41 R=919.97 d ° — a 5 — u � 0 A I `,✓f �A5 k90 /a'd+ RAINAGE AND UTILITY EASEMENT PE m e Tn 5�aa DESCRIPTION OF PROPERTY SURVEYED 4t EAGLE POINT BUSINESS PARK 7TH ADDITION z° co Q; sR a1W 6 Lot I,Block I,EAGLE POINT BUSINESS PARK 7TH ADDITION, according to the A RQ ° recorded plot thereof,Washington County,Minnesota. n / o `'~ \9� ,�T�t PROPOSED UTILITY EASEMENT \ 0 \ A 40.00 fool easement over, under and across part of Lot I,Block I,EAGLE POINT BUSINESS PARK 77H ADDITION, according to the recorded Plot thereof, O r J Washington County, Minnesota. The centerline of said easement is described as 5 h beginning at the intersection of the west line of acid Lot I with the north line of the south 20.00 feel of sold Lot I; thence South 88 degrees 46 minutes 25 40 r , T seconds East,assumed bowing, along said north line of the south 20.00 lset of If gig9 ��\ Lot 1 a distance of 298.98 feel; thence North 27 degrees 12 minutes 26 seconds I Easl o distance of 167.63 feel to the northeasterly line of said Lot I and said "O � �1\L centerline there terminating. Except that part of mid easement that Iles within o \` the drainage and utility easements as dedicated in EAGLE POINT BUSINESS PART I 2 r\ 4TH ADDITION and said EAGLE POINT BUSINESS PARK 7TH ADDITION,according to ay 7^ the recorded plats thereof, Washington County, Minnesota. 0=21°17'02„ ti R=150.00 ^T yr 1 Q I L=5572 1V�., ET IRON PIPE RLS 15480 If \tom J �o V 'C. t, 1 I tT Zm $ �o f�vy G�A z I r^ Z tr 1 z t,. z IQ f•l�� N i� I - WI J i W o �1vrJ 30 0 30 60 J PNj SCALE IN FEET 4 N LLo z fu�u P N 17 hereby certify that this sketch,plan,w report was prepared by me or under my direct supervision and la t of Mlnne otad Surveyor under the ws of the St I = z o ROPOSED UTILITY EASEMENT T // o--ta rs \a _— Doted this 4th ploy of October, 2007. T,�°,,:;e�; m T SMSED-x. SUNDE AND SURVEYING,I m _ _- •e. �, Sa>f'A6'25'E�298.s6—__________- _ m ----------- By' 4° ° `� OUTN LINE w LOT I r -�N6.a P s TP" / RAWAGE AND UTIUTv EASEMENT P 5 $J°l3'35 eW ark S. Hanson, P.LS M.—LK; NO 15480 --_____ _ / EAGLE POINT 13US04ESS PARK 7TN ADDITION - 3704 I m- B I SW tORNE _ —— �•.._ � N_en_s_bn Br Oat � I m OF LOT I N88'46 25"W 43L32 BI7UYINOVS m-wi°o..- ao:9rnr: Eg " TCH POR .' a { E ' .-. [-e/TI {- ��/l/A Ir j r r^IA/E-�, EASEMENT SKE .-. A UNMEDPROPERT/ES r-n/T/ [' �)/-T/A/T r r^IA/r- DACJ lr' .r Tr r n/1n/rI/l / ---__- e_I-1 k,% e_ L//r v I t,v.;ll vL--- I /'TI i % ✓/f7 T-luu/I/vI v I I n,7y, Arr l A nnrr//1Al Wm Ovµy� III i r r�I T r t `h I r7 /-I u[JI t/vt v I el°,,,�Mmo..rn. ' ssazo-sr3s it- SUNDE 90o E<n ewanNpton rm.ar(SSeI. 35 IIa LAND SURYSMC 9st-eel-:ass{r,s 9az-eeo-9sz61 VI rw�e.m a North 0.1 2 I I ho/e[r.93-135-.0 BY &°auto Pa.k Yung)fs ma-93a6 To��sf�.19 Ro�gn:Tl Se:!m:J.7 IO 4 007 I I f'r 95r5S4r;Y`7d^J Aeer 1 of 1 ROOM SCHEDULE O 1000 ENTRYVESTIBULE loot FlRST FL000.LOBBY 1002 ISTAIRA ' 1003 ELEVATOR v<-a• 1004 iSTAIRS 1005 IMENSRESTROM +tenors a�cr�te.tt:�z _.___ +r•� uz-p 1006 IWOMENSRESTOOM msl rrsnn4...asaMwx.xaa.[mm,rM..•aasus 1007 -FIRST FLOOR STORAGE fsasraw:s ta.3uausrn 1008 ELEVATOR MECH.ROOM ...Wnr 1009 BASE BUILDING ELEC.ROOM 1010 BASE BUILDING MECH.ROOM P,qm MJonrutlsas 1014 Room -- - - _ $015 EMPLOYEE VESTIBULE EAGLE POINT MEDICAL CENTER - - - -- 1018 STAIR 1100 TENANT SUITE 1100 2000 BUILDING CONFERENCE ROOM 2001 SECOND FLOOR LOBBY 2002 STAIR A 2003 ELEVATOR 2004 STAIR B 2004 MECHANICAL SHAFT LAKE ELMO.4IN b 2005 MENS RESTROOM 2006 WOMENS RESTROOM 2007 CORRIDOR _ 2009 CORRIDOR 2009 SECOND FLOOR ELEC ROOM 2100 TENANT SURE 2100 2200 TENANT SUITE 2200 ----- 2300 TENANTSUITE2300 B TENANT SURE 1004 110o BASE BUILDING 1100 ELEC.ROOM sA 7009 EMPLOYEE VESTBULE 1015 BASE BUILDING MECH.ROOM O 1010 b r $ R n3ao FIRST FLOOR STORAGE 1007 b MENS RESTROOM WoMENS 1005 RESTOOM 1006 FIRST FLOOR LOBBY 1001 ML 7 ELEVATOR L -MECH-ROOM f0 STAIRA ENTRY • 10t8 I b VESTIBULE 1000 f L - e a a FIRST FLOOR FLOOR PLAN 1'-0' lour R&:4 W Ow G.a,Ynm 3 1 ,AM ru 2 FIR.CT FLOUR BUILDING SHELL FILIUR PLAN 3 t z .w-Mf h- fib O.L A DAVISLEAt /tuna B) MOYML Rm—IB7 PG o521.2014 A200 OS 2 31w ROOM SCHEDULE 1000 ENTRYVESTIBULE 1001 FIRST FLOOR LOBBY 1 1002 STAIR A 1003 ELEVATOR 1004 STAIRS 1005 MENS RESTROOM >aal s.aM.I.nnx.lewAwx.xa0.xei".slxMuot.sslxs 1006 WOMENS RESTOOM asxusa.xo rc.aszast-sxsf 1007 FIRST FLOOR STORAGE .,�.ednrwvcw. 1008 ELEVATORMECH ROOM 1009 IBASE BUILDING ELEC ROOM PYgal M/mnm,on 1010 -— -- 1014 Roan EAGI I POINT MEDICAI CENTER 1015 EMPLOYEE VESTIBULEBASE BUILDING MECH.ROOM 1018 STAIR 1100 TENANT SUITE 1100 2000 BUILDING CONFERENCE ROOM 2001 SECOND FLOOR LOBBY 2002 STAIR A 2003 ELEVATOR 2004 STAIR B LAKE ELMO,MN 2004 MECHANICAL SHAFT TENANT SUITE 2005 MIENS RESTROOM 2300 2006 WOMENS RESTRODM 2300 2007 CORRIDOR 2008 CORRIDOR 2002 SECOND FLOOR ELEC ROOM 2100 TENANT SUITE 2100 2200 TENANT SUITE 2200 STAIRS 1230D I TENANT SUITE 2300 2004 CORRIDOR 2008 O� tO CORRIDOR WOMENS 2007 RESTROOM ® O SECOND FLOOR ELE72 C.ROOM 2009 RESTROOM 0` 2005 TENANTSUTTE 2100 2100 TENANT SUITE SECOND FLOOR 2200 LOBBY F22—DO-1 2001 BUILDING ®. CONFERENCE ROOM STAIR A 2000 I 2002 I..P—d ND FLOOR FLOOR PLAN l 1 TArrx 71Nr SECOND FLOOR BUILDING SHELL FLOUR PI AN .Hurt!fnwrc,.a j4f-L A DAV6LE4I /Aumn B) MOi A1L ll ,,—dBT M: t 05 A201 '_'i.2U1q ANOOL'EO ALVMxUM iNERMAL BROKEN GUDNG rRAMES Wi a 4 PRESwLSNEDMETµ:�E. ANODSEDµUupNUM .. .. UTILITY BRICK q•X l'X+r : BROKEN GLAI)NO cggME B W. ¢TONE YENf ER W+COLORED w mLDRFD UORTAR —�` I r t O .)ICPIt�.iL ri• LOw{w�UTED f.LA55 AWRTAR EAGLE POINT MEDICAL FACTORY PRESORLp°PAMTED d.1E'OSITf METµ Wµ:CAD 6'DiA LONCAETE RLFO {{ r _ 1¢¢IfuecrA feNh,fuN.[00.[dl•a,NlnnneNSS�)S SIONALI LLOINONDUrY IFNAM UTIIffYBR�CX SIXDER COURSE 121 - _I PAuftED 8TFEL¢OL D�1 I i b Myae"{ STEELF COMFOBES Wi f i n wwn x.x)wm tutu-eunt» NORAIV L NIC TENANT SIGNAGE DEMNG .... .. - - - r.¢• a Ir z¢• EAGLF POINT MEDIC.',[CENTER _ r ELEVATION TRASH ENCLOSURE AT¢O 114'=l'-W a LAKE ELMO.MN UrLOYeaaL4•xrx+r NVJ SN PRE{OLOR[0 PIIEGAST COLORED hxxaAR slfXlE wNDDwSLL r PRE{DECKED PRE CAST 1 EXTERIOR ELEVATION•SOUm sroNE wALL CAP — b NORAN Nee;u[Dt:f�AL mamewcx q-x.-x Tr w1 -- CLINIC j COLORED MORTM •_ SINGLE 310E T PNNfEDTN :.. ....T - ' I SIGN CABWE TDSE ED "—. I.. <• TO TY.EUL sIGNAGEmR 'c b - TO6 ATOm"'SE—&GN w r &CN n rUcCT IONTO SIGNAGE - ♦CONDGURATIONTO BE iNTµIFD Br cyryRE TENAHi _ TENANT SIGNAGE. • : rPREcaoREDPREswar • sraNE wAu w ImI I ImI I STONE VETIFFA WI GOLDRED ' 1 L I I I 1 +-• 1 o LEl. ATION 0 MONUMENT SIGN e 1 EXTERIOR ELEVATION-WEST AdBO lEa•=no• PAEi0 DcOMPO¢ITc SEE 1.CAD LED wTEN1µLY EL MTED swGLEsmEDPAWTEOµuM SIGN CABwET TD BE ARACNEO TO Tlti ROCK sxsNgGE MEA );,�g� �'.' ;,,,"'L•� TOUATOTAOF¢DSf PER3,GN ' PANEL E CT TENANT SrsNAGf • -'- - - dCONfM;URgTON TO BE MµLEO r _ _ BYFVRMETENANT M � r[0.EL OMDPRELAST ry E+ STONE—CAD b N -. .... -. .. �:. t. STONE VENC � L �-r }ELEVATION 91 DIRECTIONAL SIGN - ... i i i I'Ire' '�'�N�T�aeY -F�ET�'.�Ie. 1 :. _ .. "�E _ E _ _ .__ •.. _ _ Ax0 174.a 1.-0. EXTERIOR ELEVATION-NORTH lDem Rrord f--� EE ® m N+M ®® ® rIII--I}IT—�{II >f I 7 £.-..••..—.—Y - _ EXTERIOR ELEVATIONS ffl 1B f IE EE = ® 4�„NrPM NP D /4 E:nb A'UAVIALFAI 4 EXTERIOR ELEVATION•EAST lb—By XtO/ML Ml,--dBy PG sAtop V8"a 1'•0• — _.— _ DWIA3oo o>Yl zow �- tell# ?$flit its,ovum pawn �. #�A CLINIC - R EA GL E )POIN T BUS11VESS PA RK 7TH A DDI TION KNOW ALL BY THESE PRESENTS: That UNITED LAND LLC, o Minnesota limited liability company, owner and proprietor of the following described 1, Mork S. Hanson, hereby certify that i have surveyed and platted the properly described on this plot as EAGLE POINT BUSINESS PARK 7TH ADDITION; properly, situated in the County of Washington, Stale of Minnesota to wit: that this plot is a correct representation of the survey, that all distances are correctly shown on the plot in feel and hundredths of a foot; that oil monuments hove been correctly placed in the ground as shown; that the outside boundary lines are correctly designated on the plot; and that there Oullot A, EAGLE POINT BUSINESS PARK 5TH ADDITION, according to the plot thereof filed of record in the office of the Registrar of Titles in and are no wet lands as defined in MS 505.02, Subd. I or public highways to be designated other than as shown for Washington County, Minnesota As evidenced by Certificate of Title No. ___ _______________ Mork S. Hanson, Land Surveyor Has caused the some to be surveyed and platted as EAGLE POINT BUSINESS PARK 7TH ADDITION, and does hereby donate and dedicate to the public Minnesota License No. 15480 the easements created by this plat for drainage and utility purposes only. STATE OF MINNESOTA In witness whereof said UNITED LAND LLC, o Minnesota limited liability company, has caused these presents to be signed by its proper officers this COUNTY OF _________________ -___ day of _—_� __, 200_. The foregoing Surveyor's Certificate was acknowledged before me this ___ day of ----------- 200_ by Mork S. Hanson, Minnesota License No. UNITED LAND LLC 15480. BY:----------- its -------—-------- and _—_ its STATE OF __-____—_—_—__ Notary Fubtic,_—___—__County Minnesota COUNTY OF ---------_—_--- My Commission Expires-----—_____________ The foregoing instrument was acknowledged before me this __— day of ___-- _, 200_ by—_—______ _ its This plot of EAGLE POINT BUSINESS PARK 7TH ADDITION was approved by the City Council of the City of Lake Elmo, Minnesota, this day of ------ — --- __-- —__- and ______________________ its —_____—__________ of said UNITED LAND LLC, a Minnesota limited 200_, and hereby certifies compliance with oil requirements as set forth in Minnesota Stotutes. Section 505.03, Subd. 2. Iiobilily company, on behalf of said company. SIGNED:--------------------------- -------—------------------------- Mayor Notary Public, _— Count _ SIGNED:------—__—________________ My Commission Expires-------------_ __ City Administrator Pursuant to Chapter 820, Lows of Minnesota, 1971. this plat has been approved this ____ day of ------------ 200_. BY:--------------------------- ' Washington County Surveyor I N88'39'03"E 238.40•- .._..... p�31°00'55" Lx437S9 y��\ BY:----Deputy ---------------- e2)0; ;\ There are no delinquent taxes, the current taxes due and payable for the year 200- '� 00 have been paid, and transfer has been entered this ____ day of ______________, f �\ 200_. BY:---------- ----- ---- [ �jn/r/nA/ Washington County Auditor/Treasurer A/n e n ' � <r vL/ nGit�/r r yr v '1• �• BY ---Deputy ,o in ��',\ I-� Document Number ________— `� \• °ig \e;Og,b,O.� �a I hereby certify that this instrument was recorded in the Office of the Registrar of .. 1 --- ----- - - at ------ O'clock 538'06'41•w �� Titles for record on this day of 200 ••562 [ __.M., and was duly recorded in Washington County Records. �; \) t j — r .'•.m tt ;. 0 1 w E, BY:---------------------------- �' r- n / I l- t^'$ OV/LOT A Woshin ton Count Registrar of Titles �7 I,. 23a', S�yDRAINACET', 9 Y 9 ✓Af,_ti R�19.97 Dz19*4B'i06 6 j EasEu�ENer�—1 ^ �.. B ----De ---- /o L=318.02 r-s L. Wz r-n i�/ r- � � _ Deputy ----—------—--------- 1; Y ul L_,-1\JL_L_ \.,' 4, \\ '`)l.J/ AV P4` yo,� - �C ; 1 s. DRANAGE Y ��!/ \ D UTILITY 7 WATER ELEVATION n /�+ ^J 7-\/ 11/ �� f'• �N89°s EASEMENT•••"' (�._,•-A Lr8202 \♦ / 'OCTOBER 10.2006 �` l t: V�l��/V�l ! MAP 40 i ':'Yq�2) SD \\\ r R.150.00 f p ♦ \ •986.8 FT. A-31'19'44" \ DON_ MDT TO SCALE —CENTER LINE Or LOT Z\ ' \��8/ WATER OCOURSE ,'`I �, r-__--T_----7 L•55.74 r!•!A I LOT 1 R.15000 �. [ t�� uvc_... L 21'17'02' \ \ ` t \ iv I l �4 "•1 n 1E Lr---� It SIT N DRAINAGE&UTILITY EASEMENT PER EAGLE Cam\ �> m POINT BUSINESS PARK ---� I OlH ADWTfQN \ DRAINAGE 1�' j 6 \ AND UTILITY ut w? \� Sr. HWY. 12 US NIYY. 94 s [ 1 D UTILITY rT�FAMENN�� 4 / L SECTION 33, TOWNSHIP 29, RANGE 21 40 EASEMENTS \ I 1 1 9 N M I •-_- � __________ ___ 1 I ••,--'- N88°46'25'W 507.8D ..-•••; g „� O Denotes, I/2 inch by 16 inch iron pipe with N88°46 _-•25"W 431.32 a 100 0 100 Y00 plastic cap inscribed RLS 15480, unless _ otherwise noted. rw rr^�nrA,r »M r/f7 rya 1_iLJL/1f/V/V s�6'17'35" _ 4n_'4:7 -CA•I r'a,a R=260.00 0 00 / SCALE 1N FEET •r,+rrr,- ;A":.n' L=28.56 rn� ,lo• • Denotes found. I/2 inch by 16 inch Iron H o� Doti \ 1 inch = 100 feet pipe with plastic cap inscribed RLS 16456, -�� ,• 4 i!) riuiir iv,r � li � unless otherwise noted. �>C) A'0 to Cj �+9 Orientation of this bearing system is ?g \ 364.49 1'•77.95 '/ based on the Washington County BENCH MARK: ?rJ>, og" o ,8° N88"48'24"1(f / Coordinate system. (NAD83) Railroad spike in south face of 3rd set r,. > L� �\ $ of double power poles east of Inwood Avenue North. Elevation = 1012.68 feet (N G V.D929)-Scq rn;`nn! / I !n B.%/ t.rlvL.t_ V!/v/ L.v.:uvL..:,:: 0 V!N f:`L.vL�. �_ j r,AL,l; .,Arr, Annrr//lA/ veying, LLC. Sunde Land Sur n/,,,