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1320 Towerview Rd - Zoning Permits & PlansEAGAN 3830 PILOT KNOB ROAD 1 EAGAN, MN 55122-1810 (651) 675-5685 1 TDD: (651) 454-8535 1 FAX: (651) 675-5694 planning Ocitvofeagan.com For Office Use Permit #: Date Received: Staff: 2019 ZONING PERMIT APPLICATION o Please identify improvements on a scaled site plan drawing that shows lot lines, structures and existing conditions. Property Information Type of Work Site Address: /3 c?O %ciet< vl A.ew Owner Name: s,-r(`Cire z. 0. ( '! Name: Address: 15 02.9 7aft3*v1 /l Applicant Signature: Phone: lo/d 30 9- '9c 'f�i /07/>v?! City/State/Zip: .r=ay Email address: Vi 7bni e -C 4efii*'/f e y/f ea en ❑ Retaining Wall <4 feet ❑ Patio ❑ Sidewalk Description of work: ❑ Driveway ❑ Sport Court Fence i3 Date: 7-7- 20/7. 0 Other: h/ Planning Setbacks, hard surface coverage, shoreland zoning, bluff zone/setbacks, etc. poved/ enied ` `_ Date: C„ '� `� l9 Staff: : u��;@-Zy--J pr Notes: .- -e, v - -1f ;1 P� — k� ..)--,(2..4,,,I,� c9 1� -e-e - dct.2-C,aola. Revised Plans Approved: SLcdo Yes / No Date: Staff: Engineering Grading, drainage, utility easements, wetlands, erosion control, improve ,pro ed / enied Date: Lk\a Staff: Notes: u c Coc•+ts%-=`112 b- lt-\)r S-sthi 3a. 9 4' jo -kms iQsrwt ments in the Right -of -Way, etc. Revised Plans Approved: Yes / No Date: Staff: Comments CALL BEFORE YOU DIG. CaII Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.org You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. 149 ZeiLt e(-6 ( 6 /°(,b yud 191' c CERTIFICATE OF SURVEY Survey for Michael H. and Patricia De Vito '--) 1 P; 9 r2V () 1 � Q�2jo4co9 n 32.0 `re)R E6AG47%)1 AAAA. 7 t 2 \ t 5 4546 S tg°2.1 3z E,,. West 369.91 Drainage and utility easements are shown thus: Being 5.00 feet in width, unless otherwise indicated, and adjoining lot lines as shown on To t5 c."--,=/ Tr: or- 50 -47 12-14-1 rU � e e „,,fs • IMF • 0 I herebycertify that this plan, survey, or report was prepared iby me or under my direct supervision and that I am a duly registered Land Surveyor under the Laws of the State of 1 Minnesota. ,i 'Willis Willis L. Gilliard, Reg. Land Surveyor, MN Reg. No. 9587 I July 12, 2013 c'u=4 D-e52ct- L Pump Station .sq z • 0 u E 80° 42-g7?r".7.o.cr , LEGAL DESCRIPTION That part of the South Half of the Northwest Quarter of Se3ction 10, Township 27, range 23, Dakota County, Minnesota, described as follows; Bebinning 864.23 feet east of the northwest corner of said South Half of the Northwest Quarter; thence South 348.08 feet; thence North 64 degrees 19 minutes 32 secdonds East 150.89 feet; thence North 65.00 feet; thence North 46 degrees 50 minutes 09 seconds East 320.69 feet to the north line of said South Half of the Northwest Quarter; thence West 369.91 feet to the point of beginning. Top Nut of Hydrant in the Southwest Quadrant of the intersection of Quarry Lane and Towerview Road. BM ELEV. = 914.13 /s/8/3/2022 Retaining wall cannot exceed 4 ft height from bottom of wall to top of wall.Refer to retaining wall handout. 7/27/2022 Brian Leyendecker A one-for-one retaining wall replacement does not require a Stormwater Management Permit (SMP). See conditions noted on plan. 178173 I • CERTIFICATE OF SURVEY Survey for Michael H. and Patricia De Vito 0 West 369.91 I herebycertify that this plan, survey, or report was prepared by me or under my direct supervision and that I am a duly registered Land Surveyor under the Laws of the State of MinnUJo¼a G �Willis L. Gilliard, Reg. Land Surveyor, MN Reg. No. 9587 July 12, 2013 Willis L. Gilliard Licensed Civil Engineer and Land Surveyor Traverse PC St. Michael, MN 55376 612-382-0795 40' - W ◄ 20' 0 40' Scale LEGAL DESCRIPTION 80' 120' That part of the South Half of the Northwest Quarter of Se3ction 10, Township 27, range 23, Dakota County, Minnesota, described as � ----+fun-1-l-i-,.,.lows:- ·-- -"-_Bebinni� 864.23 feet east of the northwest comer of said South Half of the Northwest Quarter; thence South 348.08 feet; thence North 64 degrees 19 minutes 32 secdonds East 150.89 feet; thence North 65.00 feet; thence North 46 degrees 50 minutes 09 seconds East 320.69 feet to the north line of said South Half of the Northwest Quarter; thence West 369.91 feet to the point of beginning. Top Nut of Hydrant in the Southwest Quadrant of the intersection of Quarry Lane and Towerview Road. BM ELEV. = 914.13 160' • -The applicant must install two rows of approved sediment control measures downstream from the work area. These measures must be anchored in (either trenched or staked) and must have a minimum of 5-ft of spacing between them. -Sediment control measures must be in place before work begins and must remain in place and maintained until all of the contributing drainage area upstream has established perennial vegetation with uniform coverage of at least 80% before they are removed. -All aggregate stockpiles, not including clean washed rock, must be covered by tarpaulin (or similar cover) when not in use or before rain event. -All bare soils/ disturbed areas caused by construction activity must be stabilized within 7-days after soils were disturbed or work has ceased. 178173