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Home My WebLink About2011-Approved grading planCERTIFICATE OF SURVEY FOR OF LOTS 1 & 2, BLOCK 18, SAGA HILL REVISED AND IN GOVT LOT 3, SEC. 7-117-23 HENNEPIN COUNTY, MINNESOTA 6 20 40 SCALE IN FEET Temporary Erosion Control and Sequencing 1. Install perimeter control fencing per the standard detail plates. No more than 600 linear feet of silt fence should be continuous and collecting at one point. Undulate the silt fence or use "simles" or crescents of silt fence. 2. Install a rock construction entrance per the standard detail plate. Rock pad exits are needed where the site exits to the private drive. Rock pads should be 3 inch rock, 6 inches deep, and 75 feet long and span the full width of the exit. Geotextile fabric should be placed under the rock. 3. Use horizontal slope grading 4. Install erosion control around any temporary dirt stockpile areas. 5. The contractor for the project shall inspect all erosion control BMP's after each rainfall and repair as necessary and remove sediment from silf fences if it reaches 1/3 capacity. 8. The contractor shall schedule his operations to minimize the amount of disturbed area at any given time. The contractor shall limit his activities to the grading limits as shown. 9. Remove all temporary BMP's once the site has reached final stabilization (a uniform perennial vegetative cover with a density of 70 percent over all pervious surface areas). Permanent Erosion Control 1. All exposed soils on site must be stabilized with in 3 days: a. Stabilization on slopes flatter than 4:1 consists of disc -anchored mulch and seed; stabilization on slopes greater than 4:1 and in areas of concentrated flows consists of erosion blankets and seed. 2. Temporary mulch and seed is needed for exposed areas which sit fallow for 3:1 or steeper in 7 days, 3:1 to 10:1 in 14 days, and flatter than 10:1 in 21 days. Also open stockpiles need to have temporary stabilization if they are to remain inactive for more than 7 days J� Z 0 z I / I 1 0 \ I NW COR OF 0 / LCT 1, BLOCK 18;-._ O SAGA HILL/REVISED ,' 04 I! -4 0 / 0) ' O I � O Z rP I / � O' I � X' (4,o D -RP E W A Y I EASEW,ENT' I I I 0 J� It \ o� EX Cfi HOUSE _ #4423 17'j X — I --7L— PROPOSED ELEVATIONS (VERIFY WITH ARCHITECT) BASEMENT 949.0 FIRST FLOOR 960.5 GARAGE (UPPER) 958.5 GARAGE (LOWER) 949.5 LEGAL DESCRIPTION OF PREMISES: Parcel 1 Lots 1 and 2, Block 18, SAGA HILL REVISED; Also that part of the vacated portion of Washburn Street lying between the North line of said Lois, the center of County Road No. 133 (now known as County Road No. 19) and the extension northward of the West line of Lot 1 and of the East line of Lot 2, except any part thereof lying northwest of the centerline of the canal. Parcel 2 That part of Government Lot 3, Section 7, Township 117 North, Range 23 West of the 5th Principal Meridian, described as: Commencing at the Southwest corner of said Lot 1, Block 18, Sage Hill Revised, Hennepin County, Minnesota, where it intersects the shore line of Lake Minnetonka, said corner being 353.6 feet south of the Northwest corner of said Lot; thence westerly 26 feet along the shore of Lake Minnetonka to an iron post; thence on a line running northeasterly to a point in the westerly line of said Lot 1 distant 104.2 feet south from the Northwest corner of said Lot; thence south along the westerly line of said Lot 1 to the point of beginning. o Denotes iron marker Oo : Denotes Hennepin County right-of-way marker - 9aa Denotes existing contour line, mean sea level datum Denotes proposed contour line, mean sea level datum 948.5 : Denotes proposed spot elevation Bearings shown are based upon an assumed datum This survey shows the boundaries of the above described property, and the topography of the land, and the location of an existing house, boathouse, and the lake side of houses on adjoining properties, and the proposed location of a proposed house and driveway. It does not purport to show any other improvements or encroachments. NOTE: The above described Parcel 2 has a call of 26 feet along the shore to an iron post. This is a vague description. For purposes of this survey the West line of Parcel 2 is shown as going through an iron marker 39 feet north of the shore which gives Parcel 2 approximately 26 feet of shoreline. L -A ' C O .4109 UN 0 RPo / yo q0 No ss 0 .19 RF E E ocFoFe�c p`8, \. `. A imop ' T , 08 32.86 929. A CONTOUR LINE LOWER FLOOR ELEV = 40.12 �t CONTOUR � UPPER FLOOR ELEV =940.12 MINNETONKA WEST ARM STEEi FENQ POST IT POST), INBNIF 5' ICVf+, B' MAAIHUH SPApNG. POST NOTO TO FACE — FROM FABFIIC DR�TTDN Cf / / / / I / RO C PER ENT Cf TABUS 3W,1.%Efl FIIIDOi TABLE 38861. — ATTACH FABRIC TO POST MM HINIM lZ TIB(%U TENTRE) PEA FUST IN TOO 8' OF FABRIC — LAY FABRIC IN THE TREWX BACxFrtt v .1— SM AND CO.R.A(.7 —H EIONT EQUIPENt PRIOR M NA@IE11T Of THE P¢STS 8. N' NIMMUN POST EMeE[MiET u 6' 1. SRKMO YALL BE PACE ATOPPOa'3NG SLLT RHCE POSIT BY PIAt]NG 1'DSTT AND SAi fE1RE NEXT TO EACH UTNER AM ROTAT$1G ]EO'. 2. NFAw DUTY SLT FENCE IS PMOIO.E SLICED il'FE 56T FENCE THAT 6 HAAID INSTALLED IN MEAS INACCESSIM TO EQUIPFrtNT DUE TO SPACE lMfiAndlS, YhT SOLLS, STEEP SLCf6, ETC 0 SILT FENCE AP+tooe HEAVY DUTY ERO-TC NOTES: ROCK SIZE SHOULD BE I' TO Z- N SIZE SUCH AS M /DOT CA -I OR CA -2 COURSE AGGREGATE. (WASHED) A CEOTEKTEE FABRIC 1 RE USED UNDER THE ROLL( TO PREVENT EBORAT OF THE UNOERLn 500. INTO THE STONE. STANDARD DETAILS ROCK ENTRANCE TO CONSTRUCTION SITE 7lYIVW IVIIVIYNVMCI/MIK UTTMT111RT 1- REVISIONS DESIGNED 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER AND LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE 5-12-10G RO N B E RG &ASSOCIATES INC ■ CIVIL ENGINEERS, LAND SURVEYORS, LAND PLANNERS 445 N. WILLOW DRIVE LONG LAKE, MN 55356 PHONE: 952-473-4141 FAX: 952-473-4435 DATE BY REMARKS SCALE 1~-20E 12-16 10 PROPOSED HOUSE AND GRADES SHOWN DRAWN CHE CKED II 1-11-11 ADDITIONAL GRADES /00 / DATE MINN.LICENSENUMBER ETOf ETS ' I CJ,QD I 1 I-4 I PROPOSED 4' HIGH � \ I TOP = 953.0 i BOTTOM = 949.0 � I 1 I I I STEEL I I I C7 FENCEPOST I I < 1 I I 1 ( I I I I Ii 1 1 1 Q I I I I I � I I I I I I I EXIST G W -- HOUSE 1 I j. 1 1 � STEEL ,, ` '� RECEIVED FEr;CEPOST `0 2 3 2011 / _ C) i I 1 ' CITY OF ORONO o i O CC ; _7 I r fir 040 MAC RO C PER ENT Cf TABUS 3W,1.%Efl FIIIDOi TABLE 38861. — ATTACH FABRIC TO POST MM HINIM lZ TIB(%U TENTRE) PEA FUST IN TOO 8' OF FABRIC — LAY FABRIC IN THE TREWX BACxFrtt v .1— SM AND CO.R.A(.7 —H EIONT EQUIPENt PRIOR M NA@IE11T Of THE P¢STS 8. N' NIMMUN POST EMeE[MiET u 6' 1. SRKMO YALL BE PACE ATOPPOa'3NG SLLT RHCE POSIT BY PIAt]NG 1'DSTT AND SAi fE1RE NEXT TO EACH UTNER AM ROTAT$1G ]EO'. 2. NFAw DUTY SLT FENCE IS PMOIO.E SLICED il'FE 56T FENCE THAT 6 HAAID INSTALLED IN MEAS INACCESSIM TO EQUIPFrtNT DUE TO SPACE lMfiAndlS, YhT SOLLS, STEEP SLCf6, ETC 0 SILT FENCE AP+tooe HEAVY DUTY ERO-TC NOTES: ROCK SIZE SHOULD BE I' TO Z- N SIZE SUCH AS M /DOT CA -I OR CA -2 COURSE AGGREGATE. (WASHED) A CEOTEKTEE FABRIC 1 RE USED UNDER THE ROLL( TO PREVENT EBORAT OF THE UNOERLn 500. INTO THE STONE. STANDARD DETAILS ROCK ENTRANCE TO CONSTRUCTION SITE 7lYIVW IVIIVIYNVMCI/MIK UTTMT111RT 1- REVISIONS DESIGNED 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER AND LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE 5-12-10G RO N B E RG &ASSOCIATES INC ■ CIVIL ENGINEERS, LAND SURVEYORS, LAND PLANNERS 445 N. WILLOW DRIVE LONG LAKE, MN 55356 PHONE: 952-473-4141 FAX: 952-473-4435 DATE BY REMARKS SCALE 1~-20E 12-16 10 PROPOSED HOUSE AND GRADES SHOWN DRAWN CHE CKED I 1-11-11 ADDITIONAL GRADES /00 / DATE MINN.LICENSENUMBER ETOf ETS ' I CJ,QD I 1 I-4 I PROPOSED 4' HIGH MAC WALL TOP = 953.0 i BOTTOM = 949.0 � I 1 I I I STEEL I I I FENCEPOST I I 1 ( I I I I Ii 40 I I I I I � I I I I I I I EXIST G ' -- HOUSE #4395 RO C PER ENT Cf TABUS 3W,1.%Efl FIIIDOi TABLE 38861. — ATTACH FABRIC TO POST MM HINIM lZ TIB(%U TENTRE) PEA FUST IN TOO 8' OF FABRIC — LAY FABRIC IN THE TREWX BACxFrtt v .1— SM AND CO.R.A(.7 —H EIONT EQUIPENt PRIOR M NA@IE11T Of THE P¢STS 8. N' NIMMUN POST EMeE[MiET u 6' 1. SRKMO YALL BE PACE ATOPPOa'3NG SLLT RHCE POSIT BY PIAt]NG 1'DSTT AND SAi fE1RE NEXT TO EACH UTNER AM ROTAT$1G ]EO'. 2. NFAw DUTY SLT FENCE IS PMOIO.E SLICED il'FE 56T FENCE THAT 6 HAAID INSTALLED IN MEAS INACCESSIM TO EQUIPFrtNT DUE TO SPACE lMfiAndlS, YhT SOLLS, STEEP SLCf6, ETC 0 SILT FENCE AP+tooe HEAVY DUTY ERO-TC NOTES: ROCK SIZE SHOULD BE I' TO Z- N SIZE SUCH AS M /DOT CA -I OR CA -2 COURSE AGGREGATE. (WASHED) A CEOTEKTEE FABRIC 1 RE USED UNDER THE ROLL( TO PREVENT EBORAT OF THE UNOERLn 500. INTO THE STONE. STANDARD DETAILS ROCK ENTRANCE TO CONSTRUCTION SITE 7lYIVW IVIIVIYNVMCI/MIK UTTMT111RT 1- REVISIONS DESIGNED 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER AND LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE 5-12-10G RO N B E RG &ASSOCIATES INC ■ CIVIL ENGINEERS, LAND SURVEYORS, LAND PLANNERS 445 N. WILLOW DRIVE LONG LAKE, MN 55356 PHONE: 952-473-4141 FAX: 952-473-4435 DATE BY REMARKS SCALE 1~-20E 12-16 10 PROPOSED HOUSE AND GRADES SHOWN DRAWN CHE CKED i59 NO 10-110 E 1-11-11 ADDITIONAL GRADES DATE MINN.LICENSENUMBER ETOf ETS