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2016 - 00893 - land alteration
CITY OF ORONO 11111111111111111111111111111111111111111111111 2750 KELLEY PARKWAY * 2 1 S - 0 0 8 9 3 DATE ISS - 00 SSUED: 09/01/2016 ORONO,MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 320 WOODHILL RD PIN : 02-117-23-13-0005 LEGAL DESC : EDGEWOOD PLACE : LOT 002 BLOCK 001 PERMIT TYPE : ZONING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : LAND ALTERATION(0-500 CU YDS) NOTE: TREE PLANTING,BOULDER WALL&FILL ACTUAL ESCROW FEE AMOUNT COLLECTED $2,000.00 PAID CHECK#6414 BY GINA PAULUCCI PERMIT#2016-00892 ESCROW FEE FOR:EROSION CONTROL&ENGINEERING REVIEW COSTS NOT IOR TO RELEASE OF ESCROW MONEY AN AS-BUILT SURVEY MUST BE SUBMITTED AND APPROVED. INITIAL: APPLICANT MINOR LAND ALTERATION 50.00 RETAINING WALL<4' 50.00 KEENAN&SVEIVEN INC. 15600 WAYZATA BLVD TOTAL 100.00 SUITE 108 Payment(s) WAYZATA,MN 55391 CREDIT CARD 0048 100.00 (952)475-1229 OWNER PAULUCCI,GINA 322 WOODHILL RD 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 revo -• ;.y time for due cause. 9 .' - 4 °- a/ /k A' .r •e tee ignatur. Date Issued y Signature Date City of Orono l Zoning Permit Application do Mailing Address: Permit number: C 1 U / ` o g” gDiv PO Box 66 Crystal Bay, MN 55323-0066 Date received: 7- . 7-1,k3. Escrow#and p Street Address: amount: t7�U�� -��! ' i 2750 Kelley Parkway y ,,,, �/ � ,( .ti Orono, MN 55356 Permit Fee: So, 000.Ott eX,r6W J e(�(,�Yto **PC -- Fax 952-249-4616 Approved bar Main: 952-249-4600 Notes: www.ci.orono.mn.us This application form must be completed in full and 2, -. it-:. information must be submitted. (Please print.) Job Site Address: 2O VO 0 D o{14' (' i — • j Oj 2 i3 V 31 f CONTRACTOR/APPLICANT INFORMATION! 1r7ry� Name: .' , / A e'5 ` J' 4revi1 I1 . Phone: ' 2 - ' IS ` Z�2.�2-^^ Fax: C z i---is - - (g (C'7 Address: .. ' a.t �t v`t 12,1 Cit : a f „G r' ZIP: -.- Contact Person: MaLi Contact's phone number {2 ^ Z' 2_ Email 0 Q G1 //rte. Applicant is: Contractor Homeowner (Circle One) PROPERTY OWNER INIFORMATIO : ri Name: l 2(`✓1bl Gt.14[ t4CC.I Phone(day): 2. -- '0 ' - 0# Zap Mailing Address: L o' i . t ' 6 in • Y(lnp 1�.) ZIP: —jam j Email and/or Fax i " td (4,C.( I i N1 r`�i.. Overall Project Description: pt, ett j ,r r t/"4 t U1 mi Check TYPE OF PERMIT FEE 1 Box collected when permit is issued Dock,Commercial $50+engineering review costs Escrow for erosion control and engineerinc review costs $2,000 Dock, Residential - Permanent dock on any lake or initial seasonal dock not on Lake $5C+engineering review costs , Minnetonka(permanent dock requires CUP) I Hardcover Permit:Driveway, Patio,Sidewalk,etc.(New or Replacement) No charge Also requires is a Minor or Major Land Alteration Permit Land Alteration, Major (grading, filling, or excavating) of more than 500 cubic yards $50 beyond the lakeshore setback OR more than 50 cubic yards within the lakeshore setback (also requires Conditional Use Permit) (Reference: City Code Sections 78-967,78.1247 and 78-92861 Escrow for erosion control and engineering review costs _As determined by CUP Land Alteration,Minor(grading,filling or excavating)of 51 to 500 cubic yards beyond the $50+engineering review cc;ts lakeshore setback OR 50 cubic yards or less within the lakeshore setback (Reference: City Code Sections 78-967, 78-1247 and 78-12861 Escrow for erosion control and engineering review costs $2,000 Retaining Walls which exceed two feet in height above existing grade; or result in more $50+engineering review costs than 20 cubic yards of imported fill; or are boozy ed less than five feet from the property line. ?, Esc-ow for erosion control and engineering review costs $2,500 (Reference: City Code Section 78.9405(5.111 Retaining Walls which measure more than four feet(f om bottom of footings to top of wall) require a building permit Tiered retaining walls a z considered one wall unless the walls are separated by twice the height of the lower wall. Stairway or Lifts to Lake(New or Replacement) f?eference: City Code Sections 78-12821 $50+engineerinr review costs Escrow for erosion control ano engineering inview costs $2,000 Structure Permit for other structures 200 sf or less not requiring a building permit but $50+engineering review costs regulated by the zoning code(Reference: City Code Secti.in 86-661 Escrow for erosion control and engineering revieN costs $2,500 Tree Removal or other vegetation removal within 75 feet of lakes No charge. Ref rence: City Code Section 78-1 , Pre-inspection required. __ I Temporary Construction Office/Trailer(associated with building permit) $30 `-1 APPLICANT/OWNER ACKNOWLEDGEMENT: Applicant/Owner agrees tc 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; 4 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; Kf Applicant acknowledges the attached Escrow Agreement is completed and signed by Owner, Applicant/Owner understands their project may require an initial and/or 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 date 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 governmental agencies required by law. If you refuse to supply the information,the application may not be issued. The undersigned certify that the i alio ••li-• is rue and correct to the best of their knowledge. /� Applicant's Signature: I Date: 7.-'Z( - ,c ' Property Dwner's Signature: 1;LI, c Date: - Z_ (i SUBMISSION REQUIREMENTS: Except for tree removal permits, all permits require a completed TYPE OF PERMIT: application form, escrow agreement(signed by the property owner) and escrow check from owner, two copies of each,where applicable,plans,landscape plans,grading plans,surveys or site plans. Dock,Commercial 1. Structural plans for the dock 2. Survey/site plan showing the proposed location of the dock 3. Copy of LMCD permit Dock,Residential Seasonal Dock-survey showing proposed dock Permanent Dock-plans as approved by CUP and copy of LMCD permit(if applicable) Hardcover Permit 1. Al:Minor or Major Land Alteration Permit requirements apply as appropriate 2. Hardcover calculations,existing and proposed 3. Survey Land Alteration,Major 1. Survey/grading plan including existing and proposed contours as approved by Conditional Use Permit 2. Erosior.control plan. 3. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentation from the MCWD stating the proposed project does not trigger any of their permitting requirements. Please note,the City will not issue a building permit without information from the MCWD. Land Alteration,Minor 1. Survey/grading plan including existing and proposed contours 2. Amount of fill to be imported and/or exported and haul route 3. Amount of earth to be moved around on site 4. Erosion control plan. 5. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentation from the MCWD stating the proposed project does not trigger any of their permitting requirements. Please note,the City will not Issue a building permit without information from the MCWD. 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 5. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentation from the MCWD stating the proposed project does not trigger any of their permitting requirements. Please note,the City will not Issue a building permit without information from the MCWD. Stairway or Lifts to 1. Construction plans for stairway or lift,including footings Lake 2. Topographical survey of property with proposed stairs or lift shown 3. Erosion control plan 4. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentation from the MCWD stating the proposed project does not trigger any of their permitting requirements. Please note,the City will not issue a building permit without information from the MCWD. Structure Permit 1. Construction plans. 2. Survey/site plan of property with proposed structure shown and with setbacks to property lines,other structures on propert'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. 6. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentation from the MCWD stating the proposed project does not trigger any of their permitting requirements. Please note,the City will not issue a building permit without information from the MCWD. Tree RemovalCall: 952-249-4600 to schedule an inspection for removal of an individual tree(s). A re-planting plan I erosion control/ I_management plan maybe required for clear cutting,buckthorn or other intensive vegetation removal. Updated: May 2015 ' PLAN REVIEW CHECKLIST FOR ZONING PERMIT APPLICATIONS Address: 320 V v O0j h i ` I t4$jt&. '.oL .2014) -QO rQj Description of work: Yv I h.OY Utikell al iera m., , rtk, 7L71(, Type of permit: Zoning review by: (4 Date Approved: CS-. Z9 '1 cQ Grading review by: RjWQroib Date Approved: ct '2-7-1(.Q Other Review, Reviewed by: Date Approved: Zoning Information: Zoning File#: Resolution#: Resolution Date: Lot Area: SF/AC Width: Depth: Survey Submitted? Yes 0 No Date of Surveey: �� Revision date: Existing Setbacks: Lenxixagtplan - 1 -2-1 "i CO Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland Side Side Proposed Setbacks: Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland Side Side Shoreland District WD Permit Received Average Lakeshore Setback Met? Bluff Yes 0 No 0 N/A 0 Yes KNo 0 Yes 0 No Permit Number: 1(.e ,4t-7 0 Yes 0 No N/A Setback: Stormwater Quality Existing Proposed Variance Required CUP Required Overlay District Tier Hardcover Hardcover 0 Yes ,\No 0 Yes )(No Type(s): Type(s): File# File# Updated:January 2013 z:\forms\plan review checklist for zoning permit applications 2013.docx Earth Movement-Cubic Yards In Out Total Haul Route? ? 0 Yes 0 No Explain haul route in detail: Fees to be Charged Amount Orono Inspections Required Permit Fee Amount V I V 0 Site Escrow Amount 0 Hardcover Removal fzoo o 0 Footing Escrow Agreement received? 0 Poured Wall yAs-Built Survey /Yes 0 No 0 Planting Plan 0 Wetland Buffer Escrow Money received? 0 Final Yes 0 No 0 Other(specify) Engineering review needed? (es 0 No REMARKS (in-house): Other Review: Reviewed by: Date Approved: REMARKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT) Pt;o t 40 Y t LtgSc of CSc lrow Mar an as-bui if S U,v� nuul- bx Su m(Ike ark O frOYt01 . Updated:January 2013 z:\forms\plan review checklist for zoning permit applications 2013.docx I MINNEHAHA CREEK ir WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements and information contained in the permit application, correspondence, plans, maps, and all other supporting data submitted by the applicant, and made a part hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant named below for use and development of land in the Minnehaha Creek Watershed District. 2J 1(D -o0i3 Issued to: Gina Paulucci Permit No: 16-417 Location: 320 Woodhill Drive, Orono Purpose: Erosion Control- Landscaping Date of Issuance: 7/28/2016 Date of Expiration: 7/28/2017 By Order-of the Bpard of Managers (;;;Z--v-Lf Rachel Workin Permitting Technician This permit is not transferable without District approval, and is valid to the date of 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 permit must be received by the District at least 30 days before expiration. The applicant is responsible for compliance with all District Rules and for the action of their representatives, contractors, and employees. Conditions: Project to be completed as described in plans submitted to the MCWD office on July 27th, 2016 according to the provisions of this permit. • Properly install and maintain all required erosion control measures until the disturbed areas are re-stabilized • Notify MCWD in writing upon completing installation of perimeter and sedimentation controls • When the site is re-stabilized and the MCWD staff has performed a final inspection, all perimeter control must be removed (Statement concerning fees for inspections, violations, etc... on following page) We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Inspection/Analysis/Monitoring Fees A site inspection and monitoring by District staff will be performed where the activity involves: • a commercial/industrial/multi-family residential development • a single family residential development greater than 5 acres or of any size if within the Minnehaha Creek subwatershed • any alteration of a floodplain or wetland • dredging within the beds, banks or shores of any protected water or wetland • a violation • any project which in the judgment of the District staff should be inspected due to project location, scope, or construction techniques 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 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. Standard Fee Schedule District professional staff $ 65.51* District interns $ 40.35* District clerical staff $ 46.69* Consulting Senior Engineer $ contracted rate Consulting Engineer/Technician $ contracted rate District Counsel $ contracted rate Application fee $ 10.00 Copy costs $ .25 + actual staff time Color copy costs $ 1.00 + actual staff time • Hourly We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org \ i, \\ \ \ 0 , iazaimmmmmwzzE. 1 "Ig, - " ...-/ i / \ ' • " ' .. . .. di 11 ----• ••.. \ '1•, POLE /.700., / -r / , ..." ' BASKETBALL; / / . KEENAN. ; ,' 0 .. 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TELEPHONE C C :7-,- TREES 70 50 REMOVED inndi 1 •0 . BY: --------------- \ nro_____ --- i''' ''""'"'"C SCHIMNOWSKI ENGINEERS CRITERIUM-SCHIMNOWSKI ENGINEERS 161 DUNBAR WAY MAHTOMEDI,MN 55115 TEL 651 779-7700 �OP� FAX 651 779-7114 July 26, 2016OKOt4Owww.criterium-schimnowski.com Todd Irvine Keenan & Sveiven, Inc. 15119 Minnetonka Boulevard Minnetonka, MN 55345 RE: Boulder Retaining Wall Typical Section 320 Woodhill Drive (Paulucci Residence) Orono, Minnesota Project No. 16-2297 Dear Mr. Irvine: This letter includes important details regarding the attached design for the boulder retaining wall typical engineered section at the above location. This design is based on partial project plans prepared by Keenan & Sveiven, Inc. dated July 21, 2016. Additional information requested by Criterium-Schimnowski Engineers but not provided includes: geotechnical site survey and soil data. The attached typical section(s) should be referenced for construction details. Special note should be made of the wall embedment depth and the geosynthetic fabric (geogrid) length as measured from the front face of the wall, if applicable. Refer to industry standard practice references for installation information, specifications, and details. - Boulders shall be placed to avoid continuous joint planes in vertical directions. - Each stone shall bear on two or more rocks below it with good flat-to-flat contact. - Compact any structural fill place behind the drainage zone to 95% standard proctor. - Install woven landscape fabric behind the stone to limit soil migration through the wall face. - Optional drainage stone shall consist of clean 3/4" to 1.5" crushed stone The design of the wall system is specific to the following parameters: • Location: West of house near wooded area • Exposed heights: One 4-foot maximum height wall • Minimum embedment depth = 6", as noted • Soil conditions: Sandy Clay, friction angle= 30.0 degrees, unit weight of 125.0 Ib/ft3 • Allowable soil bearing capacity = 2,000 psf • Surcharge loads behind the walls: None • Slope at top: 5:1 max • Slope at bottom: 5:1 max • Boulder sizes: see cross section drawing • Geosynthetic Fabric Type: Required • Drainage pipe: Required for all walls LICENSED PROFESSIONAL ENGINEERS HOME&BUILDING INSPECTIONS STRUCTURAL EVALUATIONS ASSOCIATION RESERVE/TRANSITION STUDIES RESIDENTIAUCOMMERCIAL RETAINING WALL DESIGN&EVALUATIONS 320 Woodhill Drive (Paulucci Residence), Orono, Minnesota July 26, 2016 Page 2 of 4 This wall system has not been designed for ground water surcharge loads. Direct all surface drainage away from the wall. Methods to do so include but are not limited to the following: drainage swale, site grading, retention ponds, etc. Details of water control are left to the wall contractor. Please contact Criterium-Schimnowski to provide additional site assessment services if desired. The wall design was performed using the design guidelines presented in the third edition of the "Design Manual for Segmental Retaining Walls" (DMSRW) published by NCMA in 2009. If soil conditions, proposed wall layouts, or any other design parameters vary from those stated above, contact me for a revised design. Please call me if you have any questions or need more information. Thank you. Sincerely, Paul Schimnowski, PE MN #40126 CRITERIUM-SCHIMNOWSKI ENGINEERS TEL 651 779-7700 Cn 0 0 Mc N v Q1 (J1 A W N -� W N -> N -J O) (51 A W N -• co (n (D N G) — W W . —ICnC) —I —I < � ZG7 OD � 13 < Dcmncncn () Zv) Cnmp —Ir_ m --I2 * -113z �U -AC3C) 0) 13 - -2 X13Z ° NQ 2mp22G720m > moOmmpHc2XHm =IX0MI 02 -< DzmOm2rnpOD2Hm ,, m � � n- D m Z m m - m O r 0 C D X 7) c rn W O m O m O cn rn ii 1.7.1 m C r > � m m -1 z � 33 m rn m g rnu' c * * 7, -� rrnDcnm DvcncmX <- r ExG) Z � p * 3Jrr " 73mm0 - DOG) 131j 0 � JHDD > ommcnrcnp -< , zmD DOcncncnp � D „ =� z 1mx - O '3rr r C) x — T1C73cn �1C :T10 — Dm -< rn � -A r- (,) -Ir � - mmCn > —Icn < � Crr r2C) 0 - � � - - Dmoocr' OmmpO - Or � - OOr 00 -i - rp - � m ppnOC� O 0m � < ZDMMHMOEOM n77mmD -IKZmOIZQZC) * DmM � XZ � WZ � mHOZ (n WODD (n01 (7 rn - rnmo _.1Dom2 _I Mcmnnm > 0 � r � � < Dcn000cnX c � 00xiZ ZzmOcOm * F0 “( mmOm0 " Hm0 . . 2 c0) 00DrOD � O = -ml = o () E c) � � mnm mOGz) D � rn � � OmCO � < Z � G) 200� � mzXpcmn7) mDzrm < z02 � m Z 073 -I -iZ Z -A - Z = C) DzzrnX30EZm m73rn = rn23 � D = 2DM � 0D < -A � Zxm7, 0 C m >oc) m00 OiZ00 = Z 0x > > m- O � DWD00 G) cnDmzx > CWm -ID m m -o a co ‹z m � � �O � C� zp � � nOWcOnDZzo � m � � Irnrl � � � ccnDDO � � zDZD O m o > OD m rn ; DG) CO mz _ - mm00D0m Xm - OAC -I � 0mZ7z - < 0 X DpOr- m2) m = crnDm * D � mrn D66r_ - DC) - �10 DmrrOcnO° Omm00 = Z Z cn m rn � c � n u) '- >r 0) mZr C7rrlDpz � �—r° mc (j � - COOZmn � zO � m < mz0 O E -0 ›, -(131Z D Om r_ D W 0 r m m z C C 0-, - O m 0 D r 2 O X E c Z Z O0 m O0 * * z o DZnzW rr- WDr � Z � 0 � C) � m � DC) � z � Dz = mmzmDz � � � cn � W �= � o mcn � � C) � m o° O � rnmc) OmDrnni � cn� c) Dcn � Z2 O G) Dz00 2z -I < r r 0)� cnOW � = z � oo � zrn DW rn G) 2 � c ai � � oommc � D �;_ 69m2r - m %U pp13zrnmm 2 � D0 Cn m - II Z 5 -Az Oy � m x Kzm = Hmp = , fcG) HcnrnzoDD (mi) 00 rnD � < � mmHmmo) c c �o 73 11 m z � - D � c) � Dcn � m � �vcnODr � m � rmrz00 - pU? rn 0 � cnC) 3) m 0 mmcr- c2rnr- mOcm : -l73-" 0 rn0 DrzrG) = ' 0 -0 70 m oo � m O -i D 0Z 0 -iHrnmzmp� 0 zm r- 0G) oo z � H � Cm n � D2) O 00 coin -, C nrn2! 0 - 7JC) C) -I- r- 55ZmD -Di mo° � z m -IZD ° 0rn0 (� O � mrn = mn < cOOzC � Z � mmDrn - D ;U '- D cn Z C) 2 � z � m 0 m0 � z7) r- r- 0m -A - m 2) G) 2 � 73r (D) Z r- 0rnW H m 0C) D (n m 00 z <-- z � < C) C) rnm 2 z me D c) -- rn � cD z m m02 -I O y � C2a) nv) � Drzo ,�rnj � -I -I D0 mC . 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C: rn23rn 0 * mrn �l � 30G) 0 0x --I 33 zOmZ * < � xcn ZC DO 0m0 zZwc 0 c > 0 -1 D 730 00x02 G) 03OrnDE5mmm z co mil <- p - mm rn C) -im 5E 2! � rnmr << mDnXr0Dp30 ‹ � mD i _ Ocn -l0 m � � m D0 pZ7 m 0ppm - � Drn z � Om2 � mmz n 2 } 00 C) my mw2 � r � D � crnnrnm2 r- m 0 -D< mmrn crn <c2 -- mcnm Z rn —I � � ZZC) DW2 7, 0 -( K _ Cern mm Tizm HXX) cnm D w � 0 � cn mm Ti nm0 0r- 6 z1cnz mz .52 x ( 1 wmmm H nmz < -1 Ox -< m517 0 10 cn H C: -Azp p rn rnrnzm O Ld- MX -A C < O 2 ;OZ 'n � ='IDX) mmrcncnn W � m � ;n OzOm Z rnzOp C) �' z m � � 0X ZZO < ' M -i (n 0z D c) m -I > mwmZ - O0 � mDmc DDm 1... --- c = z m � ° 5J -HP cDn < Om Z � O -+ rnWz � r � W rn mz � Dm ;0 73 m O � mpcn 2 O -i < p � co - cn -I � � D Z 0 �1n � rnn m m � F I O = 0 0 z ? z ocn � Z D cn m m C) m � o 0 OF > m D 2 I D r- = 2 320 Woodhill Drive (Paulucci Residence), Orono, Minnesota July 26, 2016 Page 4 of 4 TERMS AND CONDITIONS This WALL DESIGN and ensuing recommendations is expressly made subject to the following terms and conditions to which all persons that receive and rely thereon agree: 1. Standard of Service—Services performed by ENGINEER under this agreement shall be performed in a manner consistent with the skill and care ordinarily used by members of the engineering profession practicing under similar conditions at the time and in the locality the services are performed. • Client recognizes that interpretations and recommendations of ENGINEER are based solely on the information available to the company. • ENGINEER will be responsible for those interpretations and recommendations, but shall not be responsible for the interpretation by others of the information developed • Services provided reflect the professional judgment of ENGINEER,to the best of ENGINEER's knowledge, information, and belief as of the date hereof. • No other warranty or guarantee, express or implied, is made. 2. Said design is based entirely on and expressly limited by the scope of services ENGINEER has been employed by Client to perform and as described in WALL PROVISIONS and LIMITATIONS. 3. If the ENGINEER is hired for any construction phase services or site visits, it is understood that the Contractor, not the ENGINEER, is responsible for the construction of the project, and that ENGINEER is not responsible for the acts or omissions of any contractor, subcontractor or material supplier;for safety precautions, programs or enforcement; or for construction means, methods,techniques, sequences and procedures employed by the Contractor. 4. OWNERSHIP OF DOCUMENTS:All reports, field data,field notes, calculations, estimates and other documents (reports') prepared by Engineer, as instruments of service, shall remain the property of Engineer. Client agrees that all reports furnished to Client or his agents,which are not paid for, will be returned upon demand and will not be used by Client for any purpose whatever. Engineer will retain all pertinent records relating to the services performed for a period of five years following submission of the report, during which period the records will be made available to Client at all reasonable times. 5.TERMINATION:This agreement may be terminated by either party by written notice. In the event of termination, ENGINEER shall be paid for services performed and expenses incurred up to the termination notice date. Neither Client not ENGINEER may delegate, assign, sublet or transfer his/her duties or interest in this Agreement without the written consent of the other party. 7. To the fullest extent permitted by law, Client and ENGINEER (1) waive against each other, and the other's employees, officers, directors, agents, insurers, partners, and consultants, any and all claims for or entitlement to special, incidental, indirect, or consequential damages arising out of, resulting from, or in any way related to this wall design and written report, (2) agree that ENGINEER's total liability to Client shall be limited to the total amount of compensation received by ENGINEER and (3) if an action is brought against the ENGINEER and the ENGINEER prevails, ENGINEER shall be entitled to recover costs and expenses, including reasonable attorneys'fees and costs. CRITERIUM-SCHIMNOWSKI ENGINEERS TEL 651 779-7700 SOIL VALUES USED IN THE DESIGN OF THIS PROJECT • FRICTION ANGLE UNIT WEIGHT TYPE OF SOIL (DEGREES) (Ib/ft-3) STRUCTURAL BACKFILL 30 125 RETAINED BACKFILL 30 125 FOUNDATION SOIL 30 125 NUMBER OF BOULDER COURSES CROSS SECTION DESIGN BASED ON INFORMATION LISTED IN COVER WILL VARY AS NEEDED LETTER. SCHEDULE OF REQUIRED 18 TO 23 DEGREEBOULDER SIZES SETBACK, TYP. IMPERVIOUS FILL 12" DEEP EXPOSED WALL BOULDER DEPTH, TOP BOULDERS, TYP. HEIGHT MIN. (12" TO 18" BOULDERS 4' 28' ALLOWED FOR FINAL GRADE I. / �/ �/�y�/\ 5' 32' ADJUSTMENTS) \\\ �� \//\//\//\//\/x MID-LEVEL BOULDERS, TYP. \ \\��\\� OPTIONAL 12" THICK SELECT GRANULAR SAND OR DRAINAGE ..0.: AGGREGATE SEE BOULDER SIZE SCHEDULE Ø FOR MORE INFORMATIONVARIESBASE BOULDERS ! != — — — I I=I I M I-I I rfliNfir -! !.%I HEAVY WOVEN GEOTEXTILE BOULDER ?ANA;; FILTER FABRIC DEPTH 1=0i BEHIND BOULDERS COMPACTED WALL BACKFILL ������ �� • ' _ 95% OF MAXIMUM _ (`1'� "f I I I I—I —III—I I�I 11=111=11 WALL EMBEDMENT = 6' MIN, -II III=I I= III— I—II=III=III=II1- STANDARD PROCTOR DENSITY - I I-III-III= I I 1=111 11-1-111=111,=1'" I - :: ' 1-1T( 114.11= -I I1- a . y; M +t��tti�11111tIf I III- ,: ©,s 4141 �'/t i 1 1-1'I- OPTIONAL 4" DIA. DRAIN PIPE . \ ."~"' UNDISTURBED ��-I 1 I 11 I-III ` qe'�'� %'`, '''=77 SOIL OUTLET © END OF WALL f i °•; `,'`; OR ® 40' CENTERS MAX '„ 3E GRANULAR LEVELING PAD .:i X531 AL MIN. 6" THICK REQUIRED BEARING CAPACITY = 2000 PSF ENa�EER (OPTIONAL) 401 TYPICAL SECTION — GRAVITY BOULDER RETAINING WALL d;.,,'.'oF' g,�..• .c,,° SCALE: NONE /'11/11/Igt111l1` Designed By: PROJECT NAME/ 320 W❑❑DHILL DRIVE / ORONO, MINNES❑TA Date: PDS L❑CATI❑N: 7/26/2016 Checked By: CLIENT: KEENAN & SVEIVEN. INC. Project No: PDS CRITERIUM-SCHIMNOWSKI ENGINEERS 15119 MINNETONKA BOULEVARD 16-2297 161 DUNBAR WAY PHONE:651.779.7700 MINNETONKA, MN 55345 SCaLe: MAHTOMEDI,MN 55115 FAX:651.779.7114Drawing Name: AS NOTED pschimno@criterium-schimnowski.com PHONE: 952-475-1229 4 FT. BOULDER WALL Christine Mattson From: Adam Edwards Sent: Friday, August 19, 2016 1:23 PM To: Christine Mattson; 'Todd@kslandarch.com' Cc: Melanie Curtis Subject: RE: 320 Woodhill Road/#2016-00892 Chris-The image did not make it through the forwarding process. See below. Todd- If you want to send the image direct to me, I'd be happy to take a look. Adam From: Christine Mattson Sent: Friday,August 19, 2016 7:03 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Melanie Curtis<MCurtis@ci.orono.mn.us> Subject: Fwd: 320 Woodhill Road/#2016-00892 File should be in the waiting for info box Begin forwarded message: From: "Todd@kslandarch.com" <Todd@kslandarch.com> Date:August 18, 2016 at 7:13:37 PM CDT To:Christine Mattson<CMattson@ci.orono.mn.us> Subject: Re: 320 Woodhill Road/#2016-00892 Christine, The surveyor has prepared this drawing to show contours on the neighboring property. Please let me know if this along with the landscape plan that we submitted will satisfy your request. On the survey you can see a natural swale on our client's property that will keep the water on her property. And with the addition of the berm shown on the landscape plan this will keep storm water that currently goes on the neighbors property on our clients property. Please let me know your thoughts as we are anxious to get started with the work. Thanks, Todd Irvine Keenan &Sveiven 1 Sent from my iPhone On Aug 8, 2016, at 4:37 PM, Christine Mattson<CMattson@ci.orono.mn.us>wrote: Todd, Our engineer has reviewed the grading plan and offers the following comments: 1. The plan does not comply with city standards. The survey or site plan shall include the following: 1.The name and registration number of the surveyor 10.Topographic contours at 2' contours on the entire lot(Lakeshore, 1') and 50' outside of lot lines. 2. The plan depicts a swale at the corner of the lot. Care will need to be taken to ensure this does not direct water onto the neighboring property. Please address the engineers comments and submit an updated site plan. Don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN 55356 (physical address) PO Box 66 Crystal Bay £ MN ! 55323-0066 (mailing address) 952.249.4620 8 952.249.4616 ® cmattson@ci.orono.mn.us www.ci.orono.mn.us Summer Office Hours: (Monday, May 23 through Friday,September 2, 2016) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday,September 5, 2016 3 Christine Mattson From: Adam Edwards Sent: Tuesday,August 09, 2016 2:45 PM To: Christine Mattson Cc: David P. Martini Subject: RE: 320 Woodhill Road/#2016-00892 Chris, As discussed. Talked with Todd. The plan still needs to be signed and should extend the contours beyond the project area to ensure no impacts to the neighboring property. If both of these are done,then no issues from me. If you need and engineer to look at it while I'm gone, please ask Dave. Adam From: Christine Mattson Sent:Tuesday, August 09,2016 7:08 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: FW: 320 Woodhill Road/#2016-00892 Good Morning Adam. Will you please call Todd? Thank you. PS I put the file back in your inbox in case you need to reference it. Thanks again! From:Todd@kslandarch.com [mailto:Todd@kslandarch.com] Sent: Monday,August 08, 2016 5:04 PM To: Christine Mattson<CMattson@ci.orono.mn.us> Subject: RE: 320 Woodhill Road/#2016-00892 Christine, Thanks for getting back to me. The survey we are working with was developed by Gronberg and Associates. Could I get the contact info for the city engineer to call them directly- I have a few questions about these comments. Would it be possible to meet on site to address the concerns? 1 Thanks, Todd Irvine Landscape Architect Keenan & Sveiven, Inc. 15119 Minnetonka Blvd. Minnetonka, Minnesota 55345 office: 952.475.1229 fax: 952.475.1667 cell: 612.328.2562 www.kslandarch.com brA Please consider the environment before printing this email. From: Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent: Monday, August 08, 2016 4:38 PM To: Todd@kslandarch.com Subject: 320 Woodhill Road / #2016-00892 Todd, Our engineer has reviewed the grading plan and offers the following comments: 1. The plan does not comply with city standards. The survey or site plan shall include the following: 1.The name and registration number of the surveyor 10.Topographic contours at 2'contours on the entire lot(Lakeshore, 1')and 50' outside of lot lines. 2. The plan depicts a swale at the corner of the lot. Care will need to be taken to ensure this does not direct water onto the neighboring property. Please address the engineers comments and submit an updated site plan. Don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono l MN 155356 (physical address) PO Box 66 I Crystal Bay ; MN 55323-0066 (mailing address) IN 952.249.4620 g 952.249.4616 Ilcmattson@ci.orono.mn.us www.ci.orono.mn.us Summer Office Hours: (Monday, May 23 through Friday,September Z 2016) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday,September 5, 2016 2 Christine Mattson From: Christine Mattson Sent: Monday,August 08, 2016 4:38 PM To: 'todd@kslandarch.com' Subject: 320 Woodhill Road/#2016-00892 Todd, Our engineer has reviewed the grading plan and offers the following comments: 1. The plan does not comply with city standards. The survey or site plan shall include the following: 1.The name and registration number of the surveyor 10.Topographic contours at 2'contours on the entire lot (Lakeshore, 1') and 50' outside of lot lines. 2. The plan depicts a swale at the corner of the lot. Care will need to be taken to ensure this does not direct water onto the neighboring property. Please address the engineers comments and submit an updated site plan. Don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway ! Orono MN 55356(physical address) PO Box 66 I Crystal Bay MN 155323-0066 (mailing address) iit 952.249.4620 8 952.249.4616 cmattson@ci.orono.mn.us " www.ci.orono.mn.us Summer Office Hours: (Monday, May23 through Friday,September 2, 2016) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday,September 5, 2016 1 :s r r -•y.,- +�as,:w.r -.oj -arcx - sm�',7y ^--*.•.s,n:._...xa w•x '- °�:.... r�`''�'•_" f ':'�• t y".,� . • - y e'''- 1 .-,sc—,a•.+t.•• •*„est y:.s+t'^.'"T•t•. errs a, ti• : Plan Review Checklist for Zoning Permit Applications Address: )71) L1DO GC)ktc--e. /2-4 Description of work: ,/ f / i Type of permit: L /V\/A T- c/u P Zoning review by: PAI VUfti Date Approved: 7 101 Grading review by: OZI,WA---- Date Approved: 4 6'/ O !l/ Other Review, Reviewed by: Date Approved: Zoning: Zoning File#: i 1___• /i Resolution#: Resolution Date: Lot Area: 7�J SF/AC Width: Depth: Survey Submitted? s 0 No Date of S2A ' l Existing Setbacks: Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland Side Side Proposed Setbacks: Front(Lake) Rear(Street) ( NSSideeE ) ( N Side EW ) Other Buildings Wetland Shoreland District MCWD Permit Received Average Lakeshore Setback Met? Bluff 0 Yes D No D N/A 0 Yes 0 No 0 Yes 0 No D Yes D No 0 N/A Permit Number: Setback: Hardcover Zones Existing Proposed Variance Required P Required 0-75' 0 Yes 0 No Yes 0 No 75-250' Type(s): Ty (s): 250-500' Zoning File#: Zoning File#: 500-1000' Resolution #: Resolution#: Created: March 29,2011 z:\forms\plan review checklist for zoning permit applications.docx Planning Review Checklist for Zoning Permit Applications Page 2 of2 Cubic Yards In Out Total Haul Route? ? ❑ Yes 0 No Explain haul route in detail: Fees to be Charged Amount Orono Inspections Required permit 4mount 0 Site Escrow Amount 0 Hardcover Removal O Footing Signed escrow received? ❑ Poured Wall 0 As-Built Survey 0 Yes 0 No 0 Planting Plan O Wetland Escrow amount received? 0 Final 0 Yes 0 No 0 Other(specify) Engineering review;needed? REMARKS (in-house): Other Review: Reviewed by: Date Approved: REMARKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT) 12111))/' 111/1 67,() ��ani � �► C� o� L- c U%c e�f Created: March 29,2011 z:\forms\plan review checklist for zoning permit applications.docx 101 WOODHILL ( I) • -- - -- -- SLIT OF MAYIATA CI1Y a ORONO • • COUNTRY ; 1 • (9 CLUB c ?-1 , 1,„(-7: 1 , pr) ,-;) le .....„ I - n 1. 01 _ �`1 c. . 1 1 'V 1 ^ $ W a ti ":-.L-....Z847 10 325Ne9•ie E = z ; I' /050 _Z 5x 46 9B Q $ ( ') A. 'c ---, Zi;) rr o -� , 1,6 (5) � /97 �z 9 9t. 87• 2i31 C • 3-6-.--5\ 11")• (2) (4) r— \\:_..... .... ..)) . • - ( '- cikr- STORM SEWER DISTRIC t. 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",•. , \ •,, • 4„.,4„,„:„S ,'2,', - .. -,t *1 ".." .3 .„.L.; .**,"„,* *•:, ,•.;4.,..4`,-.... -:.".--,- I .,1 -., '# " , ,. ..., _ .,,, ,„,.... . . .., , ,..... •-.Fr., a, «* - ., "or '-i- - ' , .. - •,- ( \ •,.. -,,,,,, ,.---, •. , . . . .—• , - ,.,. i -, .,..,,,,,,„--... . S` ,ItAy*4 .f.e ' ' 4.,' le'Av''.1. ' ' - -• '- 4- ' ' '*.' :- , • e .^- • " ,.. - ,., < ' A :.a'r r a eek^)x. r i C7). i "✓ Sa , •. TO: Planning Commission Council p -?' I.or FROM: A. P. Olson, Asst. Inning Administrator . DANT:: June 15, 1977 SUBJECT: Robert F. White - 320 Woodhill Road Subdivision (Preliminary) i i Applicant is requesting division of his existing 5 acre tract into two lots; the one with the existing house to have 2.7 acres, the one with a proposed i ,, ,,house to have 2.3 acres, all dry. The division line is located where shown =\ +due to the sharp hill crest at this location. The proposed lot would exceed x:200 ft. in width, but is only 140 ft. deep at the proposed house location. r a of this, the applicant is also requesting a 20 ft. rear yard setback ` `� - SO ft. to 30 ft.) for the proposed house. The rear yard abutts 0. ,„i , ' s• .try Club property. No other structures are nearby. ' k ,s+• our. -''�i Y 1 ' ' +.,, •y ! Ya t 1;` °„ .. , * ' . 'design has been submitted and sent to the City 'Engineer for 1. .' reviesi; division would be subject to the standard Park Dedication Fee 1 ''''', tajladshouldi include requirements for the private easement. A public hearing has been scheduled for July 5,-,1977, at 7:30 p.m. PLANNING CQNISSION MEETING - July 5, 1977 ; i a!# ' p�niog Ca■nssion received copy of a gineer's review and approval. On the ` ;<srrbdivision, the only concern was the access problems on Woodhill Road. planing Commission wanted to ensure that access would always be over theJ, V existing driveway andi that no new access would be developed. 41 ,,- - isco■�■eeded approval of the subdivision subject to aaintaini g the existing -;"-,,access, to providing private easements for the access drive to ea h lot, aid l' ._ park dedication feepaid. �. �.a being P v the variance, there were questions about future �p�eut on the golf 's - and that no reason could be forst too require the setback variance. . ,---course property '; Vbriatice tabled for more information. *'' 'CJCILI4scri IG • July 11, 1977at subject to slight revision. Final plat should indicateApproved prelnmiasry pa a of eliainating any accessx � egress eaaeaeat as separate outlot for tlu purpos 116111,1 a emblems in the future. :+ Zoning Administrator that Planning Coraaission had not Council was informed by talion. Flatter would be up ' " acted on variance request due to lack of representation. for Planning Comisaion review at ft:3 acrdnled meeting. ,, ' PLANNING i'QSSION • July 18, 1977 N t Setback variance denied. No representative present. No hardship demonstrated. 1 Preliminary plat previously approved. 1 k " Ali A 1 d i - .�•1.. Y'h/'S. ..W ate• ........•••,..,........... s-A It. . .•. r a ` le,* • •f �' '*ice+�. .. S' Y �i * *- • u. vai-'. it . 1, . .. a t y • ., # ,jki:‘ ` •� • •i, "�, - 4 '� . ... tea• �.• - i!i l • , • t.....•• 34,374*. • 3 { • • 1 t i g .... • .• �.• �S.• 1 ••AM►++s'•• •. j Via. *- { 3 E' J t #• 1. • ..... ` `''''t • i • te ` •. 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I•-- il :„ . •'',:,...A.,....,- , - ' .... • •- t• � %.,.*..- ••..:�T.;��• •'.• . iijii _.�• .•. .fit• )� i ,• 0- .4" r'wm► ., a 1-.,'../,,,..? ,7,,F......1.:9::• t••• • �i�' • .�• '`• 4f E .h M . k y a 0 U J m / i L-Ij/ c6 56 C VALVE v oN i�Af 0-) � /I IIII III► ��II�II�II ISI I I I I V I I I I I I I I I Sc 1 /03 7 MAN OLE ' I I LIJ 1 I' I A H 1 z� -JQ / �_ 5 4„ ' 7„( 79.5) ` CE (968 6) S RUCE WILL W Y VALVE 1 `6 .00� (97.5) ♦ A H A i � 12" / (971. / li6 WILL Wt -%B RI =9 5.50 RI =9 5. 1 =973.3 ( V=9 CATCH 20" ASIN 975.9) FT MAPLE 5 (971.4) �0 LI L CS \ \ � BASKETBALL �O HOOP \ � I/ � L G HT P LE / \ o POWER POLE / II 1001 ASH I 4" RED INE (1 06.0) 00A GV0 METAL G,4fR,4GE S DTIC FENCE/ T NK / 14 ED INE � 18" (99 .9) 6.5 o (100TWI II J PLF R D PIN COTTONWO D Q 2 N +(131) GAS TELEPHONE Q 4 ETER ♦ BOX CLAY 7" 7" A PLE TILE \ UTLET � �1 ' 1013.1) �� � \ � ♦ IRE I I-DENCEFOUNTAIN �� \� 30„ `♦ \ (1 1.6) COTTON COD \ % �p\J (1014.4) ♦ 2„ \ \ �. (1004. ♦ X10 1010.5 4" SPR E \ PRUC MA[ OLE (100 .9) REPLACE EXISTING FENCE WITH NEW COV SPRUC \ ORNAMENTAL ALUMINUM FENCE WITH I ♦♦ DOUBLE GATE I I \ �1� 8 ♦♦ 0 SOF 7 I 1005.3) \ �9 S CE / ( FLAG 0�F POLE (100. ) ♦ \ SPRUCE \ I � 7" SPRUCE ♦ I (1010.0) _ - - - 12" SPRUC (1011.3) 10" SPRUCE \� 4 (101 ` \� (1012. ) \ Greens ire Littleleaf Linden VALVE / 10" SPRUCE / \2 8 Cal MM ' \ ♦♦ 4" 1012.9) \ \ \ \ \ \ \ \ (1013. SPRUCE \ (1013.4) \ \ CHERRY 18" 12 \ (1013.8) (1012. � 106 \ �I SPRUCE SPRUCE ° STEEL 64(lQ� I t METAL EDGER \ I 22" (1014' ) FENCE \ I (1014.5) SPR CE / SPRUCE I I (1 14.6) OO 5 1 OSE S RUCE (1014,7) (1 1. Op ) X00 p ALVE / (10 4.3) SPRUCE ELM D PROPOSED / 6 PRUCE (10 9.1 7" SPRUC ) BERM � / I (1015.1) INE E � / I )P OF BERM (1 .4) .,>, ATION=1009 1 0 / � I SP CE VALVE ON 7. 2J c 20 I jQO // II EXPOSED PI E (100; (1013. HITE f SPRUC I STONE 7 (10 ) �� 18„ FIREPLACE (113.5) // ♦ � I S RUCE SILT FENCE \ I S � 20" SPRUCE (6„ � / \ I (1014.4) 10 SPRUCE / \ 20" WH HITE \ City of Orono (1 13.9) ♦♦ SHR \\ Planning & Zoning Pl�n Review 20„ SP UCE 1) \ Site Plan Review Date\ �' �'�(Q (1014.4) / `♦ H \ \ RUCE APPROVED 9" (100 iITE \ VALVE APPROVED WITH F;EVjSIG^JS (ses( 3 j F) WHITE CLUMP O�ENIED / Staff: \ 4" SPRU � ♦ North ♦ CED 0i05.2) S USHES 0 10' 20' 40' SG TCH 0 NO COPY ♦ I Np 06.4) Scale: 1" = 20'-0" O ♦ 100 .1 1 ` (1007.0) (10 .1) G) ♦ F� ARBORVITAES o LEGEND 14" ELM & 6" SUMAC TELEPHONE TREES TO BE REMOVED (1004.7) OX -1004 - - ani - Ktctwtu AUG 2.5 2016 CITY OF ORONO Keenan & Sveiven, Inc. 15119 Minnetonka Blvd. Minnetonka, Minnesota 55345 Telephone 952 475 1229 Facsimile 952 4751667 DESIGN • BUILD Landscape Architecture I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Landscape Architect under the laws of the State of Minnesota. re no. 46008 da • 2016-07-21 Tools lv'v �1�+e� drawn: BMD date: 2016-07-21 revisions: Landscape Improvement Plan L1.0 320 WOodhi I I a lotto - 00Tgj L"COPLI Mina/ LAN 41�. 16-327 S 89018'00" W 325.03 1002. 1 `! 1002 \ o� 1000- z 998_ — — �\998- \ \ x\994` �A \ 99 _ 1 �8 24'.1n,, e� CERTIFICATE OF SURVEY FOR LINA PAULUCCI IN LOTS 1 & 2, BLOCK 1, EDGEWOOD PLACE AND Lots 1 and 2, Block 1, EDGEWOOD PLACE; IN ALSO TRACT I, R.L.S. NO. 1058 HENNEPIN COUNTY, MINNESOTA ORONO COPY U Cn z a W 1.4 z �� zro 14 L0 U� a " ' WAz Er -,z: � a Y Q _� z VW �LLJ� rhA 5 N od .4 a o w � �z = W4ry 0z o z z W 0 04 WO 2M c j}�II to I— U W D O ry n LO LO n N r O Q) C C 2 324) Wcodhi I I Rd ZOIC -00$43 l au^d.scap-L-J Minor LEGAL DESCRIPTION OF PREMISES Lots 1 and 2, Block 1, EDGEWOOD PLACE; ALSO / .......... Tract 1, Registered Land Survey No. 1098, files of Registrar of Titles, I / Hennepin County, Minnesota. Q Q / /( �/ l� • denotes iron marker found Uj o (9o8.3) : denotes existing spot elevation, mean sea level datum 3 1 denotes existing contour line, mean sea level datum, and from County maps. This survey intends to show the boundaries of the above described property, and the location of two existing buildings, spot elevations, and topograpy over a portion of the property. It does not purport to show any other improvements or encroachments. °4P A g OJ0. RECEIVED AUG 2 5 2016 CITY OF ORONO a n o � LO LO n N r O Q) C C 2 324) Wcodhi I I Rd ZOIC -00$43 l au^d.scap-L-J Minor 7_382 520 VV00ft Ei r-0-- Oct --0074U; 2DII.6©94(o 4-2001co -oo&b Christine Mattson From: Adam Edwards Sent: Friday, November 03, 2017 3:26 PM To: Christine Mattson Subject: RE: 320 Woodhill Road Chris, The as-built appears to generally conform to the intent of the approved plans. An inspector should conduct a site visit and confirm the following: 1.The survey accurately depicts conditions on the ground. 2.The site is stabilized to the point the any remaining erosion control can be removed. 3.The drainage patterns and down spouts do not direct surface water onto the neighboring properties. Adam From:Christine Mattson Sent: Friday, November 03, 2017 12:25 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: 320 Woodhill Road Adam, We received an as-built survey for several projects on this property dating back to 2011. CUP approved (11-3515), August 2011 for over 500 cys of fill to replace and regrade driveway. Zoning permit(2011-00846),August 2011 to replace and regrade driveway Building permit (2011-00721), August 2011 for accessory structure Zoning permit(2016-00893), September 2016 for tree planning, boulder wall and fill Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway E Orono MN 55356 (physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing address) 2' 952.249.4620 8 952.249.4616 cmattson@ci.orono.mn.us ' www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: November 10, 2017 1 L L '�5 16 r _011-- 0®44(4 , 2,011-On LI ZOI�P"' 0 DATE TIME C OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED 11-Y17 PERMIT NO. COMPLETEDI ADDRESS 3 Uv©Qd'na 1 OWNER TELEPHONE NO. CONTRACTOR f p s(th&/ SI- (/ i DESCRIPTION PJ W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL ElWATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU: YES_NO / COMMENTS: ri ,i S"0 r) jf-y' -aid' I n yr e. ,. , oyi Art4( 4( CC 0 IX �� - �� U. l -L'(117 l II41`1;t 2 410(:14d —c it Nv 71 G '�`%�c'' G✓,t' Liai Q ci G b �, 0Ii'v j 'i 7L-, (e. a*44 t>to j6114/4 ./ir)v'4 near >Ll69r5.r' CAQi f'of in -trot' -1 4o-/ Itif e eii Z re"Pio v d, r'►'4 y ,^' /-e c/ c v j/',2_•/-ic( VI ':c*; r r 9,�t -le-41,4 i Wq// 1-,,t,lige /4/,'n is 404 aw Rcc✓~4TH S W 0 K SATISFAC O PROCEED O PROJECT COMPLETE CCW 0 CORRECT WORK&PROCEED O ISSUE CERTIFICATE OF OCCUPANCY 0 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 OwnerlContra On site: r. Inspecto �i White Copy/Inspector's File Canary Copy/Site Notice