The URL can be used to link to this page

Home My WebLink About2014-01341 - land alteration CITY OF ORONO II << II I II II II III 1II� i ll 11 II 2750 KELLEY PARKWAY DATE ISSUED: 11/21/2014 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 200 WAYZATA BLVD W PIN : 36-118-23-43-0001 LEGAL DESC : UNPLATTED 36 118 23 : LOT 000 BLOCK 000 PERMIT TYPE : ZONING PERMIT PROPERTY TYPE : COMMERCIAL-BUSINESS CONSTRUCTION TYPE : LAND ALTERATION(0-500 CU YDS) NOTE: LAND ALTERATION-RAIN GARDEN CONSTRUCTION ON HOLE#4 NOTE: PENDING ISSUANCE-FOLLOW MCWD PERMIT REQUIREMENTS. APPLICANT MINOR LAND ALTERATION 50.00 TOTAL 50.00 Wayzata Country Club Payment(s) 200 WAYZATA BLVD W CHECK 2995 50.00 WAYZATA,MN 55391- OWNER Wayzata Country Club 200 WAYZATA BLVD W WAYZATA, MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. // / / /7 / // Applicant Permitee Signature Date Issu By Signature Date REMARKS (in-house): J Ii tet : _'-x,! 01141. '� Fees to be Charged YES NO Permit • e41 . Plan Review State Surcharge Investigation Fee /1f r - SAC—Number of SAC Units NI Other(specify) , `` , Square Footage _ $per Square Footage Basement ,;t ,X, _ $ 151 Floor X = $ 2nd Floor X = $ Garage X = $ Estimated Construction Value: $7 Orono Inspections Required Work Requiring Separate Permits Required State Permits ❑ Site ❑ Plumbing lir Grading/ Filling ❑ Well ❑ Hardcover Removal ❑ Mechanical ❑ Fire ❑ Electrical ❑ Footing 0 Septic 0 Water Connection ❑ Poured Wall 0 Fireplace 0 Sewer Connection ❑ Foundation Survey 0 Masonry 0 Lawn Irrigation O Radon Rock Bed 0 Mfg. O Framing 0 Other(specify) ❑ Insulation ,I6As -Built Survey ❑ Final O Wetland Buffer O Other(specify) REMARKS (in-house): C%/4C20 GS \—v a14t-- I lt1 h i 5 ic-ksvo- uNst.... V**mA016--j- m te-velk_ 1,J Itli)%1612-- tsobN .aA1l Other Review: Reviewed by: F Date Approved: /, ,j/iy Access: Existing: 0 YES 0 NO New: 0 YES 0 NO OFFICIAL REMARKS -TO BE NOTED ONPERMIT AND INITIALLED , alArd l So (ss d ce -- "AA r r r Updated: January 2013 v:\forms\plan review checklist 2013.docx City of Orono Zoning Permit Application� Mailing Address: Permit number: o /3 91 1•O` VT PO Box 66 Date received: //-1 'J- J 7 Crystal Bay, MN 55323-0066 Escrow#and Street Address: amount: y 2750 Kelley Parkway Permit Fee: 5o Gti Orono, MN 55356 Approved by: �(�-- 7xEs H O0 Fax: 952-249-4616 Notes: . '_ u Main: 952-249-4600 www•ci.orono.mn.us acs' ��'� �' �� 4,,‘",•1\ k...P4f3• 1.%) This application form must be completed in full and all required information must be submitted. (Please print.) Job Site Address: 900 Oayz 4 Slyd. W. CONTRACTO•41 Lir:1MMFORMATION: Name: 11Wayzala- CoA 4 C1,tib Phone: 9507- 1175- c175,S3 Fax: 95a- 1175-97y8 Address: p?OD GJkrza#a 8/vc/ %J. City: L.J y -a. ZIP: 5539/ Contact Person: Ch 0.5 Gerard; Contact's phone number 450?-1175-9753 Email C:I gerarcl i®t,i rzc4„..ec,Corn Applicant is: Contractor mieowne?j (circle One) PROPERTY OWNER INFORMATION: Name: Same aS ANA;caeri- Phone (day): Mailing Address: ZIP: Email and/or Fax Overall Project Description: } ;,) Garden Cores idt.c\'iort on Dole #q Check TYPE OF PERMIT Box COST* Dock, Residential—Permanent dock on any lake or initial seasonal dock not on $50 + engineering review costs Lake Minnetonka (permanent dock requires CUP) Dock, Commercial $50+ engineering review costs Escrow for erosion control and engineering review costs $2,000 Hardcover Permit: Driveway, Patio, Sidewalk, Etc. (New or Replacement) No charge Also required is a Minor or Major Land Alteration Permit Land Alteration, Major(grading, filling, or excavating) more 500 cubic yards or $50 more than 10 cubic yards in lakeshore setback(also requires CUP) Escrow for erosion control and engineering review costs As determined by CUP Land Alteration, Minor(grading, filling or excavating)—500 or less cubic yards $50+ engineering review costs V outside of lakeshore setback or less than 10 yards in lakeshore setback /\ Escrow for erosion control and engineering review costs $2,000 Retaining Wall measuring under four feet require a zoning permit. $50+ engineering review costs Retaining walls measuring more than four feet(from bottom of footings to top of wall) require a building permit. (Tiered retaining walls are considered one wall unless the walls are separated by twice the height of the lower wall.) Escrow for erosion control and engineering review costs $2,500 Stairway to Lake (New or Replacement) $50+ engineering review costs Escrow for erosion control and engineering review costs $2,000 Structure Permit for other structures not requiring a building permit but $50+ engineering review costs regulated by the zoning code (including, but not limited to accessory building of less than 120 square feet, detached deck or platform and sport court) Escrow for erosion control and engineering review costs $2,500 Tree Removal or other vegetation removal in 0 to 75 foot zone No charge. Temporary Construction Office/Trailer(associated with building permit) $30 (over) *Permit fee will be collected when the permit is issued. Updated: November 30,2012 • APPLICANT/OWNER ACKNOWLEDGEMENT: • Applicant/Owner agrees to provide all information required or requested by the Planning Department; • Owner agrees to pay the City of Orono for engineering consultant review costs where applicable; • Applicant/Owner certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to reject it until it is complete; • Applicant acknowledges the attached Escrow Agreement is completed and signed by Owner; • Applicant/Owner understands their project may require an initial and as-built survey per City Code Section 86-68. • Some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other •overnmental a•encies re•uired b law. If ou refuse to su••I the information, the a•.lication ma not be issued. The undersigned certify that the information supplied is true and correct to the best of their knowledge. Applicant's Signature: C�I11Gt.0I JtA# iDate: /1 -1 - (91y e,t21r�� 11 _ 12 -201• Property Owner's Signature: Date: Y SUBMISSION REQUIREMENTS: Except for tree removal permits, all permits TYPE OF PERMIT: require a completed application form, escrow agreement(signed by the property owner) and escrow check from owner, two copies of all plans, and three copies of all grading plans or surveys/site plans Dock, Residential Seasonal Dock—survey showing proposed dock Permanent Dock—plans as approved by CUP and copy of LMCD permit(if applicable) Dock, Commercial 1. Structural plans for the dock • 2. Survey showing the proposed location of the dock 3. Copy of LMCD permit Hardcover Permit 1. All Minor or Major Land Alteration Permit requirements apply as appropriate 2. Hardcover calculations, existing and proposed 3. Plans Land Alteration, Major 1. Plans as approved by Conditional Use Permit 2. Erosion control plan or copy of MCWD Erosion Control Permit Land Alteration, Minor 1. Survey/grading plan including existing and proposed contours (Less than 10 cu.yds. within 75'of 2. Amount of fill to be imported and/or exported and haul route lake or less than 501 cu.yds 3. Amount of earth to be moved around on site elsewhere.) 4. Erosion control plan or copy of MCWD Erosion Control Permit Retaining Wall 1. Plans for wall(s) 2. Unless repair or exact replacement of existing wall, submit an updated survey with grading plan including existing and proposed contours 3. Hardcover calculation worksheets if in shoreland district 4. Erosion control plan or copy of MCWD Erosion Control Permit Stairway to Lake 1. Construction plans for stairway, including footings 2. Topographical survey of property with proposed stairs shown 3. Erosion control plan or copy of MCWD Erosion Control Permit Structure Permit 1. Construction plans. 2. Survey of property with proposed structure shown and with setbacks to property lines, other structures on property and the septic system indicated. The general location of any sewer and water services should be shown if applicable. 3. Grading plan if grading is proposed. 4. Hardcover calculation worksheets 5. Erosion control plan or copy of MCWD Erosion Control Permit Tree Removal Call: 952-249-4600 to schedule a single tree removal inspection. A re-planting plan! management plan required for clear cutting, buckthorn or other intensive vegetation removal. Updated: November 30,2012 . 3701 12th Street North,Suite 206 St.Cloud,MN 56303 PHONE 320-253-9495 FAX 320-253-8737 Westwood TOLL FREE 800-270-9495 www.westwoodps.com TRANSMITTAL Date: November 12, 2014N'11 1 4 2014 Re: Wayzata Country Club -Rain Gardens File 0004273.00 To: Andrew Mack City of Orono 2750 Kelley Parkway Orono, MN 55356 From: Rob Olson Items: No. Description 1 Application 1 Application Fee - Check $50 2 Full Size Construction Plans 2 11 x 17 Construction Plans Purpose: For your approval Remarks: Andrew- Please let me know if you need anything else. Thanks, Rob Delivery: Overnight cc: File Land and Energy DEVELOPMENT CONSULTANTS Andrew Mack From: David Martini [davidma@bolton-menk.com] Sent: Tuesday, November 18, 2014 10:31 AM To: Andrew Mack; Robert Bean Cc: Adam Edwards Subject: RE: Wayzata Country Club Plan Andrew, The following time has been billed to the Chevy Chase drainage issue: 6/25-$145 J c-em/ 7/08-$90 7/15-$30 8/22 -$30 L23:2 � ��M - ZO1�1-0 t3`152 �� 4 • $104 L Total =$503 OM-‘1(:) 6-��P(C\ N1-€.14_, AA Let me know if you have questions. ‘/J Thanks. Nravv‘tri4 Nov.A }� Vodt. David P. Martini, P.E. i , )LV N 5 k Bolton & Menk, Inc. � c P: (952) 448-8838 ext. 2458 c ✓' 6e.,- ` e) M: (612) 756-4315 `,, email: davidma@bolton-menk.com (Pi\l 9 .4A,017\ From:Andrew Mack [mailto:amack@ci.orono.mn.us] Sent:Tuesday, November 18, 2014 9:05 AM To: Robert Bean Cc:Adam Edwards; David Martini Subject: Wayzata Country Club Plan Bob, Adam and I received the rain garden plan yesterday and he has approved the engineering review based upon prior review and discussion. Prior to issuing the permit, pending MCWD review, I would like to bill for and/or collect the pass through expense from your review without the need for collecting an extra escrow check. Can you please get that expense to us as soon as possible? May be a slim chance this could still get mostly built yet this fall if the frost doesn't go any deeper than it is. Andrew Mack, AICP 4-"-/'i'rJ Community Development Director i City of Orono Minnesota Direct 952.249.4626 _ amack[cD_ci.orono.mn.us www.ci.orono.mn.us 1 \.vFp ZONING PERMIT ESCROW AGREEMENT (� !( t`r I i Permit# AGREEMENT made this day of , 20 , by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") and ("Owners"). Recitals 1. A building permit application has been filed for a zoning permit for a property located at the ("Subject Property"), legally described as Hennepin County Minnesota. 2. Owner requests the City to review this application. 3. The City will commence its review of the application and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE, THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit $ with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a zoning permit application. The escrow will also guarantee reimbursement to the City for all out-of- pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by thevork (including planning, engineering, or legal consultant review) associated with permit # it compliance with the approved zoning permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to #3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any;.shall be returned to the Owners when the review has been completed and written notification is received from theOwners requesting the funds. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. §§ 415.01 and 366.012. CITY: CITY OF ORONO OWNER: By: Its: Intel RJse: nly: plat . k?11In0116.4 rartme t .,..;p y°;j* i RO Updated: November 30, 2012 MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE.. NOV 1 8 2014 Pursuant to Minnesota Statutes Chapter 103D, and on the basisGftents and information contained in the permit application, correspondence, plans, The Minnehaha Creek maps, and all other supporting data submitted by the applicant, and made a part hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant Watershed District is named below for use and development of land in the Minnehaha Creek committed to a leadership Watershed District. role in protecting, improving and managing Issued to: Wayzata Country Club Permit No: 14-560 the surface waters and Location: 200 Wayzata Blvd. W., Orono affiliated groundwater Purpose: Erosion Control — Landscaping resources within the Date of Issuance: 11/18/2014 Date of Expiration: 11/18/2015 District,including their By Order of the Board of Managers relationships to the L ecosystems of whichj, v_ Brandon Wisner they are an integral part. District Technician We achieve our mission This permit is not transferable without District approval, and is valid to the date of through regulation, expiration. No activity is authorized beyond the expiration date. If the permittee requires more time to complete the project, an application for renewal of the capital projects, permit must be received by the District at least 30 days before expiration. education, cooperative The applicant is responsible for compliance with all District Rules and for the endeavors,and other action of their representatives, contractors, and employees. programs based on Conditions: Project to be completed as described in plans submitted to the sound science, MCWD office on November 13th, 2014 according to the provisions of this permit. innovative thinking,an • Properly install and maintain all required erosion control measures until the disturbed areas are re-stabilized informed and engaged • When the site is re-stabilized and the MCWD staff has constituency,and the performed a final inspection, all silt fences must be removed cost effective use of (Statement concerning fees for inspections, violations, etc... on following page) public funds. 15320 Minnetonka Boulevard, Minnetonka, MN 55345•Office: (952)471-0590• Fax: (952)471-0682 •www.minnehahacreek.org • MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Inspection/Analysis/Monitorinq Fees The Minnehaha Creek A site inspection and monitoring by District staff will be performed where the Watershed District is activity involves: committed to a leadership • a commercial/industrial/multi-family residential development role in protecting, • a single family residential development greater than 5 acres or of any size if improving and managing within the Minnehaha Creek subwatershed • any alteration of a floodplain or wetland the surface waters and • dredging within the beds, banks or shores of any protected water or wetland • a violation affiliated groundwater • any project which in the judgment of the District staff should be inspected resources within the due to project location, scope, or construction techniques District,including their relationships to the In these cases, the applicant shall pay to the District a fee equal to the actual costs of field inspection of the work, including investigation of the area affected ecosystems of which by the work, analysis of the work, and any subsequent monitoring of the work, which in the case of a violation shall be at least$35. they are an integral part. We achieve our mission through regulation, Standard Fee Schedule capital projects, District professional staff $ 65.51* education, cooperative District interns $ 40.35* District clerical staff $ 46.69* endeavors,and other Consulting Senior Engineer $ contracted rate Consulting Engineer/Technician $ contracted rate programs based on District Counsel $ contracted rate sound science, Application fee $ 10.00 Copy costs $ .25 + actual staff time innovative thinking,an Color copy costs $ 1.00 + actual staff time informed and engaged constituency,and the * Hourly cost effective use of public funds. 15320 Minnetonka Boulevard, Minnetonka,MN 55345•Office: (952)471-0590• Fax: (952)471-0682 •www.minnehahacreek.org DATE TIME 47/A1/1-CITY OF ORONO CALLED IN /AM /5 INSPECTION NOTICE SCHEDULED yi"V4-'C /s 0830 PERMIT NO.RIif-(D I SH � COMPLETED ,5"41 iSr ADDRESS QcD -s4--r t�3 L✓JD. �. OWNER 1'?4 7'A- �-0 'L TE TELEPHONE-'IA- NE NO.(75J-I93 CONTRACTOR 1AMP_A-4 ��. �'�.a C - �?�� litgcrt DESCRIPTION 4(,J avik-01.4/ .rc>'1-LJ,4TrveJ W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI ;reNEXCAV/GRADING/FfEttNG— y ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB ❑ MECHANICAL RI 0 SITE INSPECTION ' ❑ FRAMING 0 MECHANICAL FINAL ❑ PROGRESS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT - 0 FINAL ❑ WATER HOOK-UP 0 FOLLOW-UP LAJ ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 HARD COVER REMOVAL , ❑ DEMO-SITE 0 SEPTIC INSTALL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:4 YES_NO 5? COMMENTS: C30 CC CC CC W CC W CC WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: -Zt C Inspector. P 12:a...514_424-- White 2Da..19242Sc-'White Copyllnspector's File Canary Copy/Site Notice 02014 Westwood Professional Services. Inc. t Coll 48 Hours before digging: ". • 811 or cdl811.com Common Ground Alliance °AT ,, Grading Legend — i MEM PROPOSED Westwood II 4*�aewrmms ——— mm PROPERTY UNE oro- — ,..1 PLYMOUTH .__-___ __ _ _ _ LOT LINE Westwood Prohatlaal Senkes,Inc ffi ( t�`7 I } 1 ---880_ X98 970112th Street North,Suife 206 L o2 INDEX CONTOUR BL CbW,MN 58303 ,+"'m; i} L e. _______799680____ —S8 — �987�—+ INTERVAL CONTOUR r ,.. ! r_ ° i PHONE 320-253-0495 FAS/� r f k CURB AND GUTTER rIXLFRI� 1-eoosx�0-s49s s' 737 • If 4$ I POND NORMAL WATER LEVEL �_ s _ SILT FENCE w^wwestwoodPamn 11� U r '. _. f-j STORM SEWER H p I , t. .. t,- - FLARED END SECTION(WITH PoPRAP) T?s (''rr, _. WATER MAIN a 'I c" i ` m`e' � t" ► SANITARY SEWER ChecChecked YIP aA � Dedped: R t - t RETAINING WALL y: 0 G ` —►►P— DRAIN TILE Read Drew*by/drewc 'inch Man rem tih,- 1 a— — — —41 BREAK LINE U,4athpw •>sy.. 0 GRADING LIMITS !;� $ ROOK CONSTRUCTION ENTRANCE / r'+c- - t _ /i'% EROSION CONTROL BLANKET Revtdase '`:1.-� el , -.,` ^Mips O ' Wayzata w is%iti% TURF REINFORCEMENT MAT ''•,c,. x677.e0 r �{ •ru- ` �. • SPOT ELEVATION • , hp-UT ' 1 FLOW DIRECTION 14 DiiN r - r y , 4 a g,,- s.• ,,SQL /AesnE V 'spa Kw ♦7�' TOP AND BOTTOM OF RETAINING WALL 0 R E.O.F. EMERGENCY OVERFLOW 8 00 Vicinity Map C s=-'e 43 5e-19 SOIL BORING LOCATION INLET PROTECTION Grading Notes ,awi,-a,OM Ili pe we,.ri by we or*., Mem me 11141=1,1++r Um.esves�NAG S NQiR=dw r Ism at r Y st MdwY 1. LOCATIONS AND ELEVATIONS OF EWSTING TOPOGRAPHY AND UTILITIES AS 74/Z44-- SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY RobertSITE CONDITIONS AND UTIUTY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY p� 11/f1/20I4 Limn No 45023 J. Basin parameters IF ANY DISCREPANCIES ARE FOUND. 2. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF West Basin 'STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND Top Basin Elevation 488.03 Minimum Area:1,714 sf BACKFILL/SURFACE RESTORATION'AS PREPARED BY THE CITY ENGINEERS Bottom Basin Elevation-98675 Minimum Ana:979 sf ASSOCIATION OF MINNESOTA. Minimum Side Slopes:4:1 3. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL Minimum Volume:1,638 cf AND SOO OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY Ccnstru tion Sequence TURF STAND ESTABUGRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND DM Win 4. ALL SLOPES SHALL BE GRADED 70 4:1 OR FLATTER, UNLESS OTHERWISE 1. INSTALL SILT FENCE ON DOWNSTREAM SIDE OF PROPOSED INFILTRATION Top Basin Elevation-986.00 Minimum Area:1,267sf INDICATED ON THIS SHEET. BASINS. Bottom Basin Elevaton-984.75 Mnlmum Area:655sf Minimum Side Slopes:4:1 5. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING 2. REMOVE EXISTING PIPE TO UPSTREAM SIDE OF INFILTRATION BASIN. Minimum Volume:1,1104 AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN - POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND 3. EXCAVATE INFILTRATION BASINS TO MINIMUM VOLUMES. EXISTING GRADES. 4. LINE BASIN WITH EROSION CONTROL BLANKET AND MONITOR BASIN DURING B. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS& THE SPRING DURING SNOW MELT AND SPRING RAIN EVENTS TO ENSURE NO GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE EROSION IS OCCURING. TO FINISHED SURFACE GRADE. Prepred for 5. ONCE WEATHER ALLOWS,REMOVE EROSION CONTROL BLANKET, PLACE 7. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS BIORETENTION SOIL AND PLANT RAIN GARDEN PLANTINGS. AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER Wayzata 6. REMOVE SILT FENCE ONCE FINAL STABILIZATION HAS OCCURED. ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES. 8. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES Country Club INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)PERMIT REQUIREMENTS. 9. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER.EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS 200 Wayzata Boulevard West REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE Wayzata,Minnesota 55391 RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. RAIN GARDEN CONSTRUCTION SEQUENCING 1. Install appropriate temporary erosion control devices to present sediment from leaving or entering the practice during construction. 2. All down-gradient perimeter sediment control burp's must be in place before any up gradient land disturbing activity begins. 3. Perform continuous inspections of erosion control practices,especially alter each rainfall event. Rain Install all utilities prior to setting final grade of bioretention device. Rain Garden 5. Rough grade the site. 6. Complete,stabilize,and vegetate all other site improvements. ORONO COPY 7. Construct and vegetate bioretentian device following stabilization of contributing drainage area. Ensure that critical elevations,such as underdrain invert,top of media,top of mulch,and invert of overflow structure(if present) are overeat. Construction B. Remove temporary erosion control devices altar the contributing drainage area is adequotaly vegetated. GENERAL NOTES 1. In the event that sediment is introduced into the burp during or immediately following excavation,this material shall be removed from the practice prior to continuing construction. .__ Size to Project Requirements Orono, Minnesota X Moo 4H:IL Slope,typ. • ,s el z: — :a rates r11`� `►res I \ II i , �r 11 k 1.25' - Ponding Depth,Draining s 1 .. l I 1''�II�a -� r �� 11 11-- in Mox 48 Hours __ a rel 1,1111 V=111if►,1, g�a� ,111'\\1 III Y!�11111 I ,,-)f.117111.-1 "►11111 _ Grading and Erosion - —((— 11 ' aWA,,.1-7 i .as." ...'W � ;u! 1i 1 = Control Pian —i 11 II illll 1 1 1 111 ii= 11= 11111,— 6•Bioratention Son-Mix B 70-85%Sand 15-30%Organic Matter Non-Compacted Subgrode Sot Type: Lester Loam Hydrologic Soil Group B Infiltration Rate: 0.35 in/hr - Dec 11/11/2014 0 Infiltration Basin sz.a1 oz 1 Not To Scale 0' 50' 100' 150' 0004273.ODCOF01.dwg • + • 02014 Westwood Professional Services,Inc. Coll 48 Hours before digging: ". 811 or cd1811.com Common Ground Alliance ^ V L `� .'� .0 -. t �, Grading Legend di 1,rli �� n) 1001.3 x )•'- {� ,--7 '��C �w.�'' �I,C. .._ -w w- -w PROPERTY LINE \ x O -_...---r-- i L'I t t`�S/.�I:'��;r�t_}(j I�'L// •,.4 Y. / LOT LINE NYsbsaad Prolsedmrl 3wrMu41nc • N.9 f!l'trp ell ll l:,, 1, ___ ^_gam._ ��.980�� INDEX CONTOUR 9]at 1264 Street NaM.S,ite 206 - - -" INTERVAL CONTOUR aL Cloud,MN 58303 >--". /� ..-� A' -'982» r�98?�� f1F" x •e 9 ,1 e]o �... } ;t r PHONE 320-253-9095 t CURB AND GUTTER PH 320-253-9]9] _100 o'O �"`'�. V \� 3 POND NORMAL WATER LEVEL TOLL FREE Soso-z]oaa9s X 7. . :1,•• y� ♦ {aLrslitB :i _ _ SILT FENCE waaweNwoad{raalll . • oigirriflitiolisr4 I l `� �' j%�. .. sro ►►� STORM SIEWER 302.8 / Pl.7�j,' �1, 41 s(..•-v "•"c ti y� , v. ® FLARED END SECTION(WITH RIPRAP) sw / �- •„, , ,,,,:,...1---,7;"` .. +�'�sf .,.\t . , P v IMFI WATER MAIN D�Icaah 100 . �. A�yM I� s"" ► SANITARY SEWER MO 64.4 .E STNfrPIPE �� }GSI,_ 1 _ lS, .. / t RETAINING WALL prawn W Xj ,� -/MOVE XIS 'IPEy sem '. it.t Ivy- -►►►- DRAIN TLE Feosol Drawing lwvldsea Dit py�"� G UP -EA •-E / BREAK LINE `i1 =ASIN rriii . ai �� 4 - - ,'� �5'' h c 4` GRADING LIMITS \ �` jlll��'��I�� ® ROCK CONSTRUCTION ENTRANCE EA BASIN \ - /� .7, '.;,. VER2EROSIONCONTROLBLANKETye.ialms impi -., . ....\. '- 4 I� Girc�;,w"`�� ] ��j� NRFREINFORCEMENTNAT • ' + g' SPOTELEVATION'.,._ -... t ,( %�,&: x&77.80.....0 i.. 4„ I, 90 � �. _ f 1r .2000...../13{_ '• s• > 1� FLOW DIRECTION •„ Iwo - „/``CC a .._1 , �' TOP AND BOTTOM OF RETAINING WALL R E.O.F. EMERGENCY OVERFLOW • 8 00 . Vicinity MBP 0 se-19 0 93-19 SOIL BORING LOCATION BLOCK CONTROL l OUTLET CONTROL PER OWNER i// ■ INLET PROTECTION GradingNotes ✓�' _ lillet wpm l mYli.wTrerrw�i.1 -"�`�w_eal�"`q�r • MI MS r.Me Yee r r ar r Nor 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS � �- I�'.Jl SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFYt} 981 � x 978,6 SITE CONDITIONS AND UTIUTY LOCATIONS PRIOR TO 45023 x p�� EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY l� 11/11/2014 . �� i Basin Parameters IF ANY DISCREPANCIES ARE FOUND, 14 2. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF 1.11.4 MMlldn 'STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND Top Basin Elevation-5!680 Minimum Area:1,714st BACKFILL/SURFACE RESTORATION'AS PREPARED BY THE CITY ENGINEERS / Bottom Basin Elevation-986.75 Minimum Area:979 sf ASSOCIATION OF MINNESOTA. Minimum Side Slopes:4:1 3. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL Minimum Volume:1,6554 AND 50D OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND Construction Sequence TURF ESTABLISHMENT. Fast Basin Top Basin Elevation-986,0 Minimum Area:1,2s7 st 4. ALL SLOPES SHALL BE GRADED TO 4:1 OR FLATTER,UNLESS OTHERWISE 1. INSTALL SILT FENCE ON DOWNSTREAM SIDE OF PROPOSED INFILTRATOR INDICATED ON THIS SHEET, BASINS. Bottom Basin Elevation-964.75 Minimum Area:655st - - Minlnrurn Side Slopes:4:1 5. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING 2. REMOVE EXISTING PIPE TO UPSTREAM SIDE OF INFILTRATION BASIN. Minimum Volume:1,2204 AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATORS ARE SHOWN OR BETWEEN SUCH POINTS AND 3. EXCAVATE INFILTRATION BASINS TO MINIMUM VOLUMES. EXISTING GRADES. 4. LINE BASIN WITH EROSION CONTROL BLANKET AND MONITOR BASIN DURING 6. SPOT ELEVATORS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS a THE SPRING DURING SNOW MELT AND SPRING RAIN EVENTS TO ENSURE NO GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE EROSION IS OCCURING. TO FINISHED SURFACE GRADE. Prepared for 5. ONCE WEATHER ALLOWS.REMOVE EROSION CONTROL BLANKET.PLACE 7. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS BIORETENTION SOIL AND PLANT RAIN GARDEN PLANTINGS. AFTER THE SITE GRADING AND UTIUTY CONSTRUCTION IS COMPLETED. THE 6. REMOVE SILT FENCE ONCE FINAL STABILIZATION HAS OCCURED. CONTRACTOR SHALL DISPOSE OF ALL EXCESS TING MATERIAL IN A MANNER Wayzata ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES. 8. ALL CONSTRUCTION SHALL CONFORM TO LOCAL,STATE AND FEDERAL RULES Country Club INCLUDING THE NATIONAL POLLUTANT DISCHARGE EUMINATION SYSTEM (NPDES)PERMIT REQUIREMENTS. 9. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS 200 Wayzata Boulevard West REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE Wayzata,MInuesota 55391 RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. RAIN GARDEN CONSTRUCTION SEQUENCING I. Install appropriate temporary erosion control devices to prevent sediment from leaving or entering the practice during construction. 2. All down-gradient perimeter sediment control burp's must be In place before any up gradient land disturbing activity begins. 3. Perform continuous Inspections of erosion control practices,especially after each rainfall event. �� 4, Install all utilities prior to setting final grade of bioretention device. Rain Garden 5. Rough grade the site, s 6. Complete,stabilize,and vegetate all other site improvements. 7. Construct and vegetate bloretention device following stabiization of contributing drainage ores, Ensure that critical elevations,such as underdrain invert,lop of media,tap of mulch,and Invert of overflow structure(If present) e correct. ORONO COPY Construction B. Remove temporary eroslon control devices after the contributing drainage area Is adequately vegetated. GENERAL NOTES 1. In the event that sediment Is Introduced Into the burp during or immediately following excavation,this material shall be removed from the practice prior to continuing construction. Size to Project Requirements Orono, Minnesota X Max 4H:1L Slope,tp •',A" + w j - _ „=nl� ►� [ I \� I la Grading and Erosion 1.25' - PondingDeDlh,Draining4 .u. M :� v,� `■r !I + �l� In Max 48 Hours 1117-111114u 1AibriPx�t'1'A II',l IITiiti ilii . 11 I`L= _ .. ---..40Control Plan iFi al 6'Biorelanlion Sob-Mix B _ L 11 111 1=l 1 1p1=11 ,_Ar%Sand 15-30%Organic Matter Non-Compacted Subgrade Soi Type: Lester Loom Hydrologic Sail Group 8 Infitratlon Rote: 0.35 in/hr - D.i. 11/11/2014 0 Infiltration Basin IIII 11 Not To Scale 0' 50' 100' 150' zare 1 oB 1 0004273.0000r02.deg