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Home My WebLink About1902824310062-02242016CE C - BUILDING SETBACK LINE PER PRELIMINARY PLAT. VERIFY VVITH CITY BEFORE PROCEEDING. 2 FT DRIVEWAY EASEMENT OVER THE EAST 50 FT OF THE WEST 80 FEET (DOC. NO. 1734449) •, 004-14° 884,00 S 89°42'09" E --135.70--- EXISTING GARAGE elian 883.50 3.42 883,90 7.rtlo'Neck f(caLlti‘ i/f 19 LF to GRAPHIC SCALE 10 ( 20 20 40 IN FEET ) CHM Mr BUILDING SETBACK LINE PER PRELIMINARY PLAT. VERIFY WITH CITY BEFORE PROCEEDING. I 5 -1,=n Cl) ° 883.71) X GI CR. rri 25 FF nn•n 97C cvp- 34.7 EXISTING DWELLING op cn 50.0 882.87 1 05- X883,41 83,70 - 83.40 n 10 XI 83,60 883.84 63 30 CON C. WALK - 35.1 881. /1 //, _ PROPOSED DWELLING // 1ST FLOOR: 886.20 TOP FOUNDATION: 884.51 BASEMENT FLOOR: 876.51 GARAGE FLOOR: 884.20 98 • 517STINO CONTOUR EffS771V6' SPOT A'LEVATION PROPOSED CON'IOUR PROPOSED ELEEITION/SPOT ELEVATION DRAINACE ARROW' - PLO, SILT FENCE/STRAI7 ZOOS SF TREE REYOUL PROPOSED HARDCOVER HOUSE 1,852 SQ. FT. DRIVEWAY 700 SQ. FT. FRONT WALK 30 SQ. FT. PORCH 158 SQ. FT. TOTAL PROPOSED HARDCOVER 2,740 SO. FT. AREA OF LOT 6,781 SO. FT. LOT COVERAGE 40.4% -r" \ X886.50 25 (1) JO r5; i<882.30 84.50 N. DPIC NO, 160050 2016 02 24 FP PROPOSED = SWEET 2 39.6 L_ 63 4 850 X 850.0 850 *850.0 I 8" TREE 1 ---(REMOVE)f, -p 8s.30 882,40 Z X882.20 I 0 11=. (s) °D. 10 xenso 30 86P.5:2- < . >(883.90 X883,73 lii --135.71 )(883,88 883-9- c-7 S 89°40'46' E-- X883.76 -36" TREE (REMO 883.8 48" TREE ' 884.40 LO' X eCao I 0 C c r01 4Zx884r018416.3-6-z„ I M Ix88Queig P5 EXIS11NG GARAGE 881.95 BENCHMARK: MANHOLE - EAST,' RIM ELEV.=881.98' CERTIFICATION: Thereby certify that this plan, specifi Licensed Land urvey r under the Signature: Reg. No: 43503 Date: ion, report or survey was prepared by me or under my direct supervision and that I am a duly of the state of Minnesota. Typed Name: Wayne W. Preuhs N=1•Mikl mm% ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474 7964 Fax (952) 225 0502 WWW.ADVSUR COM SURVEY FOR: NATE ICH SURVEYED: February 9,2016 DRAFTED: February 10, 2016 ADDRESS: 5825 Ashcroft Ave, Edina, Mn LEGAL DESCRIPTION: Lot 1, Fairfax 4th Addition, Hennepin County, Minnesota. SCOPE OF WORK & LIMITATIONS: 1. Showing the length and direction of boundary lines of the above legal description. The scope of our services does not include determining what you own, which is a legal matter. Please check the legal description with your records or consult with competent legal counsel, if necessary, to make sure that it is correct and that any matters of record, such as easements, that you wish to be included on the survey, have been shown. 2. Showing the location of existing improvements we deem necessary. 3. Setting new monuments or verifying old monuments to mark the corners of the property. 4. Showing and tabulating impervious surface coverage and the area of the lot for your review and for the review of such governmental agencies that may have jurisdiction over these requirements to verify they are correctly shown before proceeding with construction. 5. Showing elevations on the site at selected locations to give some indication of the topography of the site. We have also provided a benchmark for your use in determining elevations for construction on this site. The elevations shown relate only to the benchmark provided on this survey. Use that benchmark and check at least one other feature shown on the survey when determining other elevations for use on this site or before beginning construction. 6. While we show a proposed location for this home, we are not as familiar with your house plans as you, your architect or builder are. Review our proposed location of the home and proposed yard grades carefully to verify that they match your plans before construction begins. Also, we are not as familiar with local codes and minimum requirements as the local building and zoning officials in this community are. Be sure to show this survey to said officials, or any other officials that may have jurisdiction over the proposed improvements and obtain their approvals before beginning construction or planning improvements to the property. STANDARD SYMBOLS & CONVENTIONS: "I" Denotes found iron monument, unless otherwise noted. BEFORE DEMOLITION AND GRADING BEGIN: Install silt fence/bio roll around the perimeter of the construction area. Install inlet protection at inlets to the storm sewer system that receive storm water from areas to be disturbed on this site using Road Drain Top Slab Model RO 23 (fits rough opening for 2'x3' inlet), Road Drain Top Slab Model RO 27 (fits rough opening for 27" inlet), or Road Drain Top Slab Model CG 3057 (fits Neenah Casting with 35-1/4"x17-3/4" dimensions) manufactured by WIMCO, 799 Theis Drive, Shakopee, MN. 55379, Phone (952) 233-3055. Sediment control measures must remain in place until final stabilization has been established and then shall be removed. Sediment controls may be removed to accommodate short term construction activity but must be replaced before the next rain. A temporary rock construction entrance shall be established at each access point to the site and a 6 inch layer of 1 to 2 inch rock extending at least 50 feet from the street into the site and shall be underlain with permeable geotextile fabric. The entrance shall be maintained during construction by top dressing or washing to prevent tracking or flow of sediments onto public streets, walks or alleys. Potential entrances that are not so protected shall be closed by fencing to prevent unprotected exit from the site. DURING CONSTRUCTION: When dirt stockpiles have been created, a double row of silt fence shall be placed to prevent escape of sediment laden runoff and if the piles or other disturbed areas are to remain in place for more than 14 days, they shall be seeded with Minnesota Department of Transportation Seed Mixture 22-111 at 100 lb/acre followed by covering with spray mulch. A dumpster shall be placed on the site for prompt disposal of construction debris. These dumpsters shall be serviced regularly to prevent overflowing and blowing onto adjacent properties. Disposal of solid wastes from the site shall in accordance with Minnesota Pollution Control Agency requirements. A separate container shall be placed for disposal of hazardous waste. Hazardous wastes shall be disposed of in accordance with MPCA requirements. Concrete truck washout shall be in the plastic lined ditch shown on this plan for "CW" and dispose of washings as solid waste. Sediment control devices shall be regularly inspected and after major rainfall events and shall be cleaned and repaired as necessary to provide downstream protection. Streets, alleys, sidewalks and other public ways shall be inspected daily and if litter or soils has been deposited it shall promptly be removed. If necessary, vehicles, that have mud on their wheels, shall be cleaned before exiting the site in the rock entrance areas . Moisture shall be applied to disturbed areas to control dust as needed. Portable toilet facilities shall be placed on site for use by workers and shall be properly maintained. If it becomes necessary to pump the excavation during construction, pump discharge shall be into the stockpile areas so that the double silt fence around these areas can filter the water before it leaves the site. Temporary erosion control shall be installed no later than 14 days after the site is first disturbed and shall consist of broadcast seeding with Minnesota Department of Transportation Seed Mixture 22-111 at 100 lb/acre followed by covering with spray mulch. SITE WORK COMPLETION: When final grading has been completed but before placement of seed or sod an "as built" survey shall be done per City of Edina requirements to insure that grading was properly done. When any remedial grading has been completed, sod or seeding shall be completed including any erosion control blankets for steep areas. When turf is established, silt fence and inlet protection and other erosion control devices shall be disposed of and adjacent streets, alleys and walks shall be cleaned as needed to deliver a site that is erosion resistant and clean. DIF6Y NO. 160050 2016 02 24 HIP PROPIASED - SREET 34.7 EXISTING GARAGE SCALE: 1 INCH = 10 FEET EXISTING HOUSE .;." 34.8 PROPOSED BUILDING PAD (PAD AREA=1,296 son.) FF 1ST LEVEL 886.00 FF GARAGE 884.3 ----- ----- ED HARRY S. JOHNSON CO., INC. LAND SURVEYORS K 9063 Lyndale Avenue South Bloomington, MN. 55437 Tele. 952-884-5341 Fax 952-884-5344 www.haJaurveyara.com 49057PP Boa, 643 Page 19 CAD Sechracson CT 2015146 PROPOSED EXISTING LEGAL DESCRIPTION: Lots 17 and 18, Block 7, Fairfax, Hennepin County, Minnesota, according to the recorded plat hereof on file or of record In the office of the Register of Deeds in and for said County and State. Subject to restrictions, reservations and easements of record, including an easement for driveway purposes dated June 26, 1981, Grace F. Garrick, a single person, Grantor, and June B. Regan, with regard to the northerly two feet of the easterly 50 feet of the westerly 80 feet of Lot 18, Block 7. "Fairfax, Hennepin County, Minnesota". TO BE PLATTED AS: Lots 1 and 2, Block 1, FAIRFAX 4TH ADDITION, Hennepin County, Minnesota. SUBDIVISION SUMMARY: The total number of lots is equal to 2, The total area is 13,562 square feet. PROPOSED AREA: Site area Lot 1, Block 1, FAIRFAX 411-1 ADDITION equals 6,781 square feet = 0.156 acres. Site area Lot 2, Block 1, FAIRFAX 4TH ADDITION equals 6,781 square feet = 0.156 acres. GENERAL NOTES: 1. The bearing system used Is assumed. D. The location of the underground utilities shown hereon, if any, are approximate only. PURSUANT TO MSA 2160 CONTACT GOPHER STATE ONE CALL AT (612) 454-0002 PRIOR TO ANY EXCAVATON. 3. Subject property is Identified as being in 'Zone U. Other Areas' on Flood insurance Rate Mop No., 27053C0364E, effective date September 2, 2004. 4. Zoning = Presently R-1 (Single Dwelling Unit District) per City of Edina. 5. Setback requirements per City of Edina. Front = 30 feet (34.8 U. Is average of 4 adjoining houses) Rear = 25 feet Side = 5 feet and subsection 36-439(1)c. shall apply; or 12 feet total, with no less than 5 feet on one side and subsection 36-439(1)c. shall not apply. 35-439(1)m Interior aide yard setback. The required interior side yord setback shall be increased by six Inches for each foot the building height exceeds 15 feet. For purposes of this subsection. building height shall be the height of that side of the building adjoining the side lot line and shall be measured from the average proposed elevation of the ground along and on the side of the building adjoining the side lot line to the top of the comlce of a lot roof, to the deck line of a Mansard roof, to a point on the roof directly above the highest wall of a shed roof, to the uppermost point on a round or other arch-type root, ,to the average distance of the highest gable on a pitched roof, or to the top of a cornice of a hip roof. The zoning and setback information listed above is per Edina's webpage on March 9, 2015. Please contact Edinces Community Development office directly at (952) 826-0369 with any questions, and before performing or plannhg construction. 6. Total Site area= 13,562 square feet w 0.311 acres. 7. This survey was made on the ground. 8. No current title work was furnished for the preparation of this survey. Legal description, recorded or unrecorded easements and encumbrances are subject to reWsion upon receipt of current title work. 9. Devotion datum Is based on RAVE 88 data. 100.000 (NAVD 88) w 99.814 (NGVD 29) HUBenchmark is located Top of Nall (AS SHOWN ON SURVEY) Bemtlon = 882.10 PROPOSED DRAINAGE & UTILITY EASEMENT DETAIL DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 60 34.9 I hereby certify that this survey, plan 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 Minnesota Ornas E. Hodorff, L.S. Minnesota Reg. No. 23677 Date: March 9, 2015 PRELIMINARY PLAT OF FAIRFAX 4TH ADDITION For JEFFREY & JANINE JOHNSON SITE: 5825 ASHCROFT AVENUE EDINA, MINNESOTA HENNEPIN COUNTY MISIMIIMENEUIM .717 Ldd 35.1 EXISTING HOUSE 34.7 NOT TO SCALE BEING 5 FEET IN MTh, ADJOINING LOT UNES, AND 10 FEET IN WIDTH, ADJOINING RIGHT OF WAY UNES, UNLESS OTHERWISE INDICATED, VICINITY MAP NOT TO SCALE fl PRELIMINARY PLAT OF: FAIRFAX 4TH ADDITION 2 FOOT DRIVEWAY EASEMENT ,--OVER E. 50 FEET OF W. 80 FEET PER DEED (DOC. NO. 1734449) „--ISFUN ellttaISED ssa, REVISIONS Att, PROPOSED CURB-CUT--- SAN. OH 081-88L98 25 ------- -- PROPOSED BUILDING PAD (PAD AREAw1,296 sorr.) FF 1ST LEVEL 886.00 FF GARAGE 883.9 EXISIING HOUSE TO BE REMOVED , ' N I , I I I i' ''' IN--, 99,_-" \ - (:) -TaT .1 I E ci 0-) Ui 2-0 fi882.a) 2,0% MIN. lb SWALE N 891$:23" W 135.72 25 EXISTING HOUSE LEGEND EIXISTNG CURB-CUT TO BE REMOVED --,. AND REPLACED PROPOSED CURB-CUT-' SITE ADDRESS 5825 Ashcroft Avenue Edina, Minnesota 55424 OWNER Jeffrey & Janine Johnson CONTACT (612) 741-6045 5825 Ashcroft Avenue Edina, Minnesota 55424 SURVEYOR Harry S. Johnson Co., Inc. CONTACT Tom Hodorff (952) 884-5341 9063 Lyndale Avenue South. Bloomington, Minnesota 55420 IRON W 115 18' /j\== Sir X 851.270 X 934.3 X (845.0) Property Monument Concrete Concrete Curb Fence Overhead Electric Underground Electric Underground Telephone Water Gas Sanitary Sewer Storm Sewer Electric Meter Hyr cdraonnt Ai ditioning Unit Deciduous Tree (Diameter in Inches) Coniferous Tree (Diameter in Inches) Telephone Box Sanitary Manhole Existing Contour Existing Spot Elevation Gutter Existing Spot Elevation Proposed Contour Proposed Spot Elevation Proposed Drainage Arrow (2.0% Min.) Existing Drainage Arrow FOUND__, IRON Sheet No 1 OF 1 CAD She 20.15146D. Path J \20151. \DWG\ 883 Loxee,„ 10 r 35.0 -511$143. 1 op 03 I. ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474 7964 Fax (952) 225 0502 WWW.ADVSUR.COM SURVEY FOR: NATE R,4ICH SURVEYED: February 9,2016 DRAFTED: February 10, 2016 ADDRESS: 5825 Ashcroft Ave, Edina, Mn LEGAL DESCRIPTION: Lot 1, Fairfax 4th Addition, Hennepin County, Minnesota. SCOPE OF WORK & LIMITATIONS: 1. Showing the length and direction of boundary lines of the above legal description. The scope of our services does not include determining what you own, which is a legal matter. Please check the legal description with your records or consult with competent legal counsel, if necessary, to make sure that it is correct and that any matters of record, such as easements, that you wish to be included on the survey, have been shown. 2. Showing the location of existing improvements we deem necessary. 3. Setting new monuments or verifying old monuments to mark the corners of the property. 4. Showing and tabulating impervious surface coverage and the area of the lot for your review and for the review of such governmental agencies that may have jurisdiction over these requirements to verify they are correctly shown before proceeding with construction. 5. Showing elevations on the site at selected locations to give some indication of the topography of the site. We have also provided a benchmark for your use in determining elevations for construction on this site. The elevations shown relate only to the benchmark provided on this survey. Use that benchmark and check at least one other feature shown on the survey when determining other elevations for use on this site or before beginning construction. 6. While we show a proposed location for this home, we are not as familiar with your house plans as you, your architect or builder are. Review our proposed location of the home and proposed yard grades carefully to verify that they match your plans before construction begins. Also, we are not as familiar with local codes and minimum requirements as the local building and zoning officials in this community are. Be sure to show this survey to said officials, or any other officials that may have jurisdiction over the proposed improvements and obtain their approvals before beginning construction or planning improvements to the property. STANDARD SYMBOLS & CONVENTIONS: "0" Denotes found iron monument, unless otherwise noted. CERTIFICATION: I hereby certify that this plan, specif Licensed Land urvey r under the Signature: Reg. No: 43503 Date: February 24, 2016 ion, report or survey was prepared by me or under my direct supervision and that I am a duly p of the state of Minnesota. Typed Name: Wayne W. Preuhs CD BENCHMARK: MANHOLE — EAST' RIM ELEV.=881.98 ' GRAPHIC SCALE EXISTING DWELUNG 884.0 884.20 X884.10 00Se sss -004 csi c4 -68 EXISTING DWELLING FIRST FLOOR ELEV.=885.4 c0 (4! °P 0), 50.0 00‘ICSP'l 884.00 S 89°42'09" E — —1 35.70— 133 70 883.50 DIVC NO. 160050 FP EXIST/NC I X883,60 X883.90 N 30 1 10 30 • -38° TREE ) 883,8 Fr , 35.71 S 89°40'46" E-- '-BUILDING SETBACK UNE PER PREUMINARY PLAT. VERIFY WITH CITY BEFORE PROCEEDING. EXISTING GARAGE 25 --BUILDING SETBACK UNE PER PREUMINARY PLAT. VERIFY WITH CITY BEFORE PROCEEDING. 2 FT DRIVEWAY EASEMENT OVER THE EAST 50 FT OF THE WEST 80 FEET (DOC. NO. 1734449) 882,87 1.4G OaSi‘ - X883,41 34.7 I", I —1—CVr 4 4(883.9 .11n•nnnnn P1 4.20 4.8" TREE \884.40 884,00r I rX886.50 25 f° 5 EXISTING GARAGE ( IN FEET ) z 0 X881.96 882 93( 8* TREE 03 co '(882.30 Cs) cPu, CU 1(882.40