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Home My WebLink About0511621310010-10162014e RG 1 Section e 10' — Exist. Home \ TOB=862.0 85 NOT TO SCALE , Garage Floor = 861.3 Basement Floor = 853.7 Aprox. Sewer Service = Verify,. Proposed Elev. = Existing Elev. Drainage Directions = Denotes Offset Stake = Front — 37.6 House Side —10 Rear — 60 Garage Side —10 From 850 Contour I SCALE: 1 inch = 30 feet Surveyor's Certificate SURVEY FOR :Wooddale DESCRIBED AS :Lot 11, Block 2, CREEK VALLEY ADDITION, City of Edina, Hennepin County, Minnesota and reserving easements of record. LAKE LOCKLEAR Water Elev. on 5/5/14 -- Elev = 845.4 Delineated Wetland i — // /14' /1 / 1 ! / ! / ,/i ! ' 4/ r /' if / Dc / , , / / • \P \\ 421 \ ' 60' Wetland Buffer RG 2 Section loj 851 859 EXISTING BUILDING SQ. FOOTAGE = 2,239 EXISTING BUILDING COVERAGE =10.8% PROPOSED BUILDING SQ. FOOTAGE INCLUDES ALL OF HOUSE = 3,104 PROPOSED BUILDING COVERAGE =14.9% 851 Site Access Via Ex z (?) caco° LOT SQ. FOOTAGE =720,7640 TNH ry," / 860.277/ 8k56O6onst. . Ent. Roc isting Drivevva Exist. Home TOB=858.0 '0 --ceWravticei)97,..-% 6Sda OCT" 1 6 2014 PROPOSED ELEVATIONS Top of Foundation = 861.7 Finish Flr.=863.3 Highest Peak= 894.0 r _ 0, - mn,opoN1 - BENCHMARK, (MEW VAGLEy if,\O P/i) 06 - 116 2/ 3'/00h7 MIN. SETBACK REQUIREMENTS c.<\ z I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. 3 ord..A F Y D. LINDGREN, if D SURVEYOR MINNESOTA LICENSE NUMBER 14376 DATE _9 /_22/_14 JOB NO: 14R-113 PAGE: BOOK: CAD FILE: Misc-14 HEDLUND PLANNING ENGINEERING SURVEYING 2005 Pin Oak Drive Eagan, MN 55122 Phone: (651) 405-6600 Fax : (651) 405-6606 7. RANDALL C. HEDLUND MINNESOTA LICENSE NUMBER 19576 DATE _9 /_17 /_14 Stormwater and Erosion Control Plan SURVEY FOR : Wooddale DESCRIBED AS :Lot 11, Block 2, CREEK VALLEY ADDITION, City of Edina, Hennepin County, Minnesota and reserving easements of record. LAKE LOCKLEAR Water Elev. on 5/5/14 Elev = 845.4 z ! _-!-- / !,--- ! !.--- //.--"! .fr ,, .i, ,,...- , , • // ! l/ 1 / 11 / V 5, // 4 i , i ;\ ! 71- --1- - ,f 1 i ! Delineated Wetland ./ z i ' iz A/ i 1 i i \I / ..r ! ! - - , : .6. N i , .0 / LO / / ... --n ..j . ' I \I 1 /. • ' !/ v \ I L- 60' Wetland Buffer Exist. Home TOB=858.0 e c, 0\>.,c \. cfP ••N RG 2 Section 10' 851 851 bc- c§D RC 1 Section 10' — Exist. Home \ TOB=852.0 859 85 NOT TO SCALE ',- \ 6`) v (e) LOT SQ. FOOTAGE 20,7640 T, EXISTING BUILDING SQ. FOOTAGE = 2,239 EXISTING BUILDING COVERAGE =10.8% PROPOSED BUILDING SQ. FOOTAGE INCLUDES ALL OF HOUSE = 3,104 PROPOSED BUILDING COVERAGE =14.9% TNH cyr // 860.277/ SeWravtice-;\?r, 6BO'a Site Access Via 56.6 Existing Drivewa Rock Const. • Ent. ./ f3UtLi7: OCT 1 6 2014 PROPOSED ELEVATIONS .13 EDP: BENCHMARK, Top of Foundation = 861.7 Finish Flr.=863.3 Highest Peak= 894.0 Garage Floor = 861.3 Basement Floor = 853.7 Aprox. Sewer Service = Verify Proposed Elev. = (=ID Existing Elev. Drainage Directions Denotes Offset Stake = • MIN. SETBACK REQUIREMENTS Front — 37.6 House Side —10 Rear — 60 Garage Side —10 From 850 Contour SCALE: 1 inch = 30 feet JOB NO: 14R-113 HEDLUND PLANNING ENGINEERING SURVEYING 2005 Pin Oak Drive Eagan, MN 55122 Phone: (651) 405-6600 Fax : (651) 405-6606 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PAGE: 1 of 2 CAD FILE: ...• .4, , • . • I / I I , Misc-14 Storm,water and Erosion Control Plan SURVEY FOR .Wooddale DESCRIBED AS Lot 11, Block 2, CREEK VALLEY ADDITION, City of Edina, Hennepin County, Minnesota and reserving easements of record. SITE MAINTENANCE 1. Maintenace for site cleanliness and mainting erosion control will be by Dave Pautz of Pautz Const. Phone (952) 447-1299 2. Concrete washout will not be permitted on site unless an approved disposal container is supplied 3. No temporary pumping of standing water allowed. Standing water must infiltrate or evapourate SEDIMENT 8z EROSION CONTROL NOTES I . A ll exposed soil areas, including temporary stockpiles, must be stabilizes as soon as possible but in no case later than 14 days after construction activity in that portion of the site has temporarily or perm anently - ceased. Stabilize with temporary seed and straw mulch applied at 2 tons per acres. 2. Silt: fence shall be installed and at the locations shown on the plan and around any stockpiles. Silt fence shall be inspected and maintained weekly (and within 24 hrs of a 0.5 inch rainfall) until final seeding and mulching (or sodding) of lot. 3, A rock construction entrance shall be installed and maintained at the location shown on the plan. 4. Contractor or Perm itee shall provide and maintain inlet protection on all storm drain inlets that will receive sediment laden flow as a result of construction. Inlet protection and maintenance shall remain in place until all sources with potential for discharge into the inlet have been stabilized. Inlet protection may be removed from a particular inlet if a specific safety concern (such as flooding) has been identified. The permitee must receive written correspondence from the City of Edina verifying the need for removal. Perrnitee shall conduct .a visual inspection to determ inc which inlets need protection. 5. If down gradient sediment practices are overloaded, additional up gradient erosion control practices will be installed to reduce loading. 6. D ust control is the responsibility of the permit holder. The permit holder must eliminate dust problems upon receiving notice.from the Building Official that there is a dust problem. 7. NINE M ILE CREEK WATERSHED DISTRICT. A separate permit may be required, Call (952) 835-2078 8. Street cleaning shall occur daily or as needed. STORM WATER This Storm water Management Plan (in narrative farm) must detail how storm water will be controlled to prevent darn age to adjacent property and adverse impacts to the public storm water drainage system. I. Permit holder shall inspect and maintain sediment and erosion control devices (i.e.: silt fence and inlet protection) weekly (or within 24 hrs of a 0.5 inch or more rainfall). S edim en t must be removed when it is 1/3 the height of the sediment and erosion control device. 9. Final grading on the lot shall minimize concentrated flow. Final drainage patterns shown are similar to the existing conditions of the lot. 3. M aintain ten feet of existing vegetation in front of the down slope silt fence for storm water dissipation and cleaning 4. No increase in peak flow or volume to private properties to the south w ill occur with this new construction IIEDLUND PLANNING ENGINEERING SURVEYING 2005 Pin Oak Drive Eagan, MN 55122 Phone: (651) 405-6600 Fax : (651) 405-6606 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA DATE 2_/ 14 JOB NO: 14R-113 PAGES: 2 of 2 CAD FILE: Misc-14 2' x 2" wood or steel fence post 5 minimum length at 4' maximum spacing Geotextlle fabric — overlap fabric, 5* anti fasten at 2* Intemis Lay fabric In the trench Fabric anchorage trench 9f:reknit trench with tamped natural soil Woven monofilarnent geotextile (6- width) — overlap fabric 6" Directlon of runoff g -s c4 Support post anchorage in—situ soil Note; Attach fabric to support pasts with lath and staples t A. u 7. co CATCH BASIN INLET PROTECTION WIIVICO ROAD DRAIN _ OCT 16 2014 RANDALL C. HEDLUND MINNESOTA UCENSE NUMBER 19576 Surveyor's Certificate SURVEY FOR : DESCRIBED AS : EXISTING HOUSE DRAINAGE MAP OCT 2014 PROPOSED ELEVATIONS BENCHMARK, Top of Foundation Garage Floor Basement Floor Aprox. Sewer Service Proposed Elev. = MIN. SETBACK REQUIREMENTS Existing Elev. =- Front — House Side — Drainage Directions Denotes Offset Stake = SCALE: 1 inch 30 feet Rear — Garage Side — JOB NO: CAD FILE: HEDLIJNII PLANNING ENGINEERING SURVEYING 2005 Pin Oak Drive Eagan, MN 55122 Phone: (651) 405-6600 Fax : (651) 405-6606 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. DATE ____/_____/_____ JEFFREY D. LINDGREN, LAND SURVEYOR MINNESOTA LICENSE NUMBER 14376 BOOK: PAGE: .0- 7/- Surveyor's Certificate SURVEY FOR :Wooddale DESCRIBED AS :Lot 11, Block 2, CREEK VALLEY ADDITION, City of Edina, Hennepin County, Minnesota and reserving easements of record. PROPOSED HOUSE DRAINAGE MAP , , (-- , '''s' / ....... ..,,, \-- , , . ,-, , . , \ 0 ,-''. , , .0/ , , 7 / ..,. , / Os ./ iof / 1 / < 7 --- 7 7' do•-• 7 / 0 / 7 . 0 I 7 • (.9 / / - Exist. Home TOB=858.0 II i vp... \ / c,,,, / -y / ..-- / 7- / , Exist. Home \ TOB=862.0 \ LOT SQ. FOOTAGE = 20,764 EXISTING BUILDING SQ. FOOTAGE = 2,239 EXISTING BUILDING COVERAGE =10.8% PROPOSED BUILDING SQ. FOOTAGE = 2,826 PROPOSED BUILDING COVERAGE =13.6% z 1 • 1..: ▪ rt..) OCT 1 6 2014 • r' 7 7) ", :\ 7 „7/ N 'V' PROPOSED ELEVATIONS BENCHMARK, SCALE: 1 inch = 30 feet Top of Foundation Garage Floor Basement Floor Aprox. Sewer Service = Proposed Elev. = Existing Elev. Drainage Directions Denotes Offset Stake = • MIN. SETBACK REQUIREMENTS Front — House Side — Rear — Garage Side — HEDLUND PLANNING ENGINEERING SURVEYING 2005 Pin Oak Drive Eagan, MN 55122 Phone: (651) 405-6600 Fax : (651) 405-6606 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. DATE 0_/_0 / 0_ JEFFREY D. LINDGREN, LAND SURVEYOR MINNESOTA LICENSE NUMBER 14376 JOB NO: 14R-113 BOOK: • CAD FILE: MiSC-1 4 PAGE: