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3160 Riverview Ave 11 C) Use BLUE or BLACK Ink ` For Office Use Z 2Z ~y I Permit I City of EaRany/y~ c 43 Permit Fee: L 3830 Pilot Knob Road Eagan MN 55122 + V Date Received: Phone: (651) 675-5675 l 7i7.~✓ I 1 Fax: (651) 675-5694 I Staff: I ~iC.~°?sfE? 2013PERMIT APPLICATION Date: Site Address: e/ V, R y i /4 VI Unit 0 7 '~~1C G Name: t/V v e Z_ H ~-~5 I n, c~` j~~`"s~•~ I-W Phone: ~v 12 6 ~YOV Resident/ t.rr 1~12► v Lp L- Owner Address / City / Zip: /Z25 Applicant is: Owner _X_ Contractor Type of Work Description of work: 0 7 7 st,,' is ~r L~ /9 r -e it e- 71 ~Pa rn, ~ / Construction Cost: Multi-Family Building: (Yes X / No ) Company: L C7 :3 Lri L-,OIA14 L L C,, Contact: Contractor Address: 73c) ,57~wSc-/-j A 4419 z0c, city: ti' S3 W3 State: Zip: Phone: 6/?-- 379 - License Lead Certificate M If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes 4No if yes, date and address of master plan: 7 Licensed Plumber: S ~ el? , oA- n-rc',-14 s t e a a L- Phone: ` ° Z ~ Mechanical Contractor: j4-/Li u Phone: 5o 7 Z 5Y '-'C' 0 Z Sewer & Water Contractor: CNv Z i G c :y -7 iu Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call 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.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. X /"Y>D 1~70~ ycx~z `emu' 'G/G~r~ X Applicant's Printed Name Applicant's Signature c Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Fireplace Porch (3-Season) _ Exterior Alteration (Single Family) Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Multi) A _ Multi _ Deck _ Porch (Screen/Gazebo/Pergola/Demoli aneous 01 of _ Plex Lower Level Poo l ory Building WORK TYPES New Interior Improvement Siding sh Building* Addition Move Building Reroof sh Interior Alteration Fire Repair Windows sh Foundation Replace Repair Egress Window Damage Retaining Wall *Demolition of entire h4lilding - give PCA handout to applicant y DESCRIPTION Valuation Occupancy► MCES System Plan Review Code Edition SAC Units (25%100% Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Fire Sprinklers Typq-of Construction idth REQUIRED INSPECTIONS / Footings (New Building) Meter Size: L.- ' Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test Drain Tile Other: Roof: -Ice & Water Final Pool: -Footings -Air/Gas Tests -Final Framing ding: -Stucco Lath -Stone Lath -Brick Fireplace: -Rough In -Air Test _F• al Wi dows Insulation Reta ing Wall: _ Footings _ Backfill _ Final Sheathing Radon, AQVIR1, Sheetrock Erosion ontrol Reviewed By: W ` Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 DO NOT WRITE BELOW THIS LINE 71 SUB TYPES ~ Uc 6,V,~"✓, _ Foundation _ Public Facility _ Exterior Altera ion-Apartments Commercial / Industrial Accessory Building Exterior Alteration-Commercial _ Apartments _ Greenhouse / Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES New _ Interior Improvement Siding _ Demolish Building* Addition _ Exterior Improvement Reroof _ Demolish Interior Alteration Repair Windows Demolish Foundation Replace _ Water Damage Fire Repair Retaining Wall Salon Owner Change *Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation Occupancy MCES System Plan Review Code Edition y1 SAC Units (25%_ 100%~4-) Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction - Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation Other: Drain Tile Pool: -Footings -Air/Gas Tests -Final Roof: -Decking -Insulation -Ice & Water -Final Siding: -Stucco Lath -Stone Lath -Brick Framing Windows Fireplace: -Rough In -Air Test -Final Retaining Wallf ~J1 91 J' y~ Insulation Erosion Control T 1" ' Meter Size: I-A!16Z (Ofivt Final C/O Inspection: Schedule Fire Marshal to be present: Yes No Building Inspector Reviewed By: , Planning Water Quality Water Supply & Storage (WAC)(11 Storm Sewer Trunk i) , -rvIVL A .Jr%%o j Sewer Trunk 4 City SAC Water Trunk S&W Permit Surcharge Street Lateral Treatment Plant Street t Treatment Plant (Irrigation) Water Lateral Park Dedication - 7 0, - '-A 510 Other: L_ ft ' . : 3 t? Trail Dedication X oo? Water Quality TOTAL Page 2 of 3 ' - v J Cit 0f Ea X11 ~Ie~10 TO: Scott Peterson, Building Inspections # 2 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Leon Weiland, Engineering Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Terry Zelenka, Senior Building Inspector DATE: April 29, 2013 RE: Plan Review For: Riverview Ridge Family Townhomes The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: i Y1 Q I a~ 4n be. !r-c o mn cry . c ny l ~ Indicate below any fees that are to be collected with the building permit. Amount 1 -F-~ Zoning: Yes El No Landscape Security Required *Z,c M, Yes No Water Quality Dedication Meter Size: Yes ❑ No Park Dedication Yes ❑ Flo Trail Dedication] 7 ❑ Yes No Tree Dedication ❑ ❑ No PRV Required Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters RIVERVIEW RIDGE - COUNTY CDA PLANNING REPORT DRAFT 11-09-12 Gradin Topography - The preliminary grading plan is acceptable. A majority of the site is proposed to be graded, is generally wooded and large variation in elevations. All erosion/ sediment control plans submitted for development and grading permits should be prepared by a designer who has received current Minnesota Department of Transportation (MNDOT) training, or approved equal training as determined by the City Engineer in designing stormwater pollution prevention plans. Also, all personnel responsible for the installation of erosion/ sediment control devices, and the establishment of vegetation for the development, should have received Erosion/Sediment Control Inspector/Installer certification through the University of Minnesota, or approved equal training as determined by the City Engineer. Storm Drainage/ Water Quality The preliminary storm drainage plan is acceptable with some modifications. A majority of the storm water runoff leaving will be directed to an existing storm sewer and storm basin along Highway 13 that ultimately drains to the Minnesota River. This property is subject to the City's post construction code requirements for storm water management and surface water quality. The modeling submitted with this proposal indicates that the storm water management (infiltration basins) will meet City code requirements for pollutant control and runoff rate control, but does not meet the volume control requirement (2,657 CF total retention). In order to meet the volume control requirement, the applicant should design and construct an effective retention/infiltration basin area immediately north of this parcel (1650 Four Oaks Road), within the public drainage and utility easement, of sufficient size and capacity that could provide for the balance of the retention volume (1,911 cubic feet balance) needed to total 2,675 cubic feet of retention of impervious runoff. The applicant should provide the City with a soil-boring log below each proposed infiltration basin area, with data to a minimum of 6' below the lowest excavated elevation, prior to the commencement of site-grading. If the soil-boring log indicates incompatibility with soil permeability for the submitted and reviewed design plans, the applicant should revise the design and/or construction plans to ensure §4.33 requirements for volume control are met. The applicant should provide adequate pre-treatment (street-side catch-basin sumps, forebays, etc.) to provide for capture and easily-accessible cleanout of fine-sand sized particles for all stormwater facilities that receive direct impervious runoff. The applicant should provide the City as-built plans that demonstrate constructed stormwater facilities conform to design and/or construction plans, as approved by the City. As-built volumes for retention should be provided for all stormwater retention facilities. The applicant should be responsible for annual inspection and maintenance of the stormwater management features and for providing the City documentation of these activities. Wetlands - Because there are no wetlands on this parcel, Eagan's Wetland Protection and Management Regulations (City Code § 11.67) does not apply to this development. Utilities - The preliminary utility plan is acceptable. Existing sanitary sewer and water main run along Highway 13 adjacent to the site and are available for connection and extension by this development. A large high-pressure Northern Natural Gas main pipe also runs along the Highway 13 right-of- way in the east ditch line. The developer will need to coordinate its utility and grading work with the gas company. Streets/ Access/ Circulation - The development is proposed to be served internally with private street and drives with street access to Highway 13 at one location, in direct alignment with Terminal Drive. Street access to Letendre Street to the south is available via private drive and easement across 3250 Sibley Memorial Highway and 3270 Highway 13. This development property is subject to terms and conditions provided for in the private easement. Easements/ Permits/ Right-of-WgL- The developer should be responsible for acquiring all outside agency permits, including MN Department of Transportation (MnDOT) permit for the proposed access to Highway 13, and any work within the Highway 13 right-of-way. The developer should be responsible for any conditions of MnDOT permit, including the construction of a right-turn lane into the development, if required. Financial Obligation - At this time, there are no pending assessments on the parcels proposed for platting. Based upon a study by City staff of the financial obligations collected in the past and proposed use for the property, the following estimated charges will be collected at time of final plat or connection to the City's utility system. The final charges will be computed using the rates in effect at time of connection or platting. The estimated financial obligation is subject to change based upon the areas, dimensions and land uses contained in the final subdivision or plat, with due allowances for easements and right-of-way required with the plat: Improvement Use Rate Quantity Amou t Sanitary Sewer Trunk TH $x,800" ac 4.4 a es $12,3/0 Water Trunk TH ,$2-,95ff/'iic 4.4 cres $12 80 Storm Sewer Trunk R4 $0 l~§` 121,664 sf $A,670 Total $5970 Conditions: "-38 c~ . i lo° 1 F y 4'i,`o31 5F r 3C~,2'bo . All erosion/ sediment control plans submitted for development and grading permits shall be prepared by a designer who has received current Minnesota Department of Transportation (MNDOT) training, or approved equal training as determined by the City Engineer in designing stormwater pollution prevention plans. Also, all personnel responsible for the installation of erosion/ sediment control devices, and the establishment of vegetation for the development, shall have received Erosion/Sediment Control Inspector/Installer certification through the University of Minnesota, or approved equal training as determined by the City Engineer. The first one-half inch of storm water runoff from any rainfall event shall be infiltrated or retained entirely on the site. At the City's discretion, new infiltration of the equivalent runoff volume can be accomplished by the applicant elsewhere within the same city sub-drainage district. There shall be no-net increase, compared to existing conditions, in the amount of Total Phosphorus (TP) and Total Suspended Solids (TSS) leaving the site. This development's storm water facilities shall maintain predevelopment runoff rates for the 50%1 24-hour storm, the 10%/ 24-hour storm, and the I%/ 24-hour storm. The applicant shall design and construct an effective retention/infiltration basin area immediately north of this parcel (1650 Four Oaks Road), within the public drainage and utility easement, of sufficient size and capacity that could provide for the balance of the retention volume (1,911 cubic feet balance) needed to total 2,675 cubic feet of retention of impervious runoff. The applicant shall provide the City with a soil-boring log below each proposed infiltration basin area, with data to a minimum of 6' below the lowest excavated elevation, prior to the commencement of site-grading. If the soil-boring log indicates incompatibility with soil penneability for the submitted and reviewed design plans, the applicant shall revise the design and/or construction plans to ensure §4.33 requirements for volume control are met. The applicant shall provide adequate pre-treatment (street-side catch-basin sumps, forebays, etc.) to provide for capture and easily-accessible cleanout of fine-sand sized particles for all stormwater facilities that receive direct impervious runoff. The applicant shall provide the City as-built plans that demonstrate constructed stormwater facilities conforin to design and/or construction plans, as approved by the City. As-built volumes for retention shall be provided for all stormwater retention facilities. The applicant shall be responsible for annual inspection and maintenance of the stormwater management features and for providing the City documentation of these activities. The developer shall be responsible for acquiring all outside agency permits, including MN Department of Transportation permit for the proposed access to Highway 13, and any work within the Highway 13 right-of-way. The developer shall be responsible for any conditions of MnDOT permit, including the construction of a right-turn lane into the development, if required.