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HomeMy WebLinkAbout3311721240002-07032013LEGEND • MONUMENT FOUND O IRON PIPE MONUMENT SET • WOOD HUB SET 1n 10.. DENOTES DRAINAGE ARROW X \ EXISTING SPOT ELEVATION (1027.76) PROPOSED ELEVATION OU_47 71-0_/17 _/45-_gUYZ-7/ k_SW_A:FX 5//0 GY_R2IZZ-1 STA7ZZ-77:JyW 15 30 EQUNDATIQX_A5=ELIILI_ELEYA1101. TOP OF FOUNDATION = 938.45 BASEMENT FLOOR (2-STORY) = 929.75 LEGAL DESCRIPTION: That part of Government Lot 4, Section 33, Township 117 North, Range 21 West described as follows: Commencing at a point on the South line thereof distant 978.5 feet West of the Southeast corner of said Government Lot 4; thence North and parallel with the East line of said Government Lot 4 a distance of 180.0 feet; thence West and parallel with the South line of said Government Lot 4 a distance of 128.0 feet; thence South 180.0 feet to the South line of said Government Lot 4; thence East along said South line 128.0 feet to place of beginning. Subject to an easement for road purposes as Tract as shown in deed Doc. 225554. PROPOSED ELEVATIONS: FIRST FLOOR = 939.60 TOP OF FOUNDATION = 938.40 GARAGE FLOOR = 938.00 BASEMENT FLOOR (2-STORY) = 929.70 SURVEYOR: Stonebrooke Engineering, Inc. 12279 Nicollet Ave. S. Burnsville, MN 55337 Phone: 952-402-9202 Fax: 952-403-6803 www.stonebrookeengineering.com SET BACK REQUIREMENTS: - FRONT SETBACK IS THE AVERAGE OF THE FRONT STREET SETBACKS ON THE DWELLING UNITS ON THE TWO ABUTTING LOTS - 5' SIDE GARAGE TO PROPERTY LINE 10' SIDE HOUSE TO PROPERTY LINE THE REQUIRED SIDE YARD SETBACK SHALL BE INCREASED BY 6 INCHES FOR EACH FOOT THE BUILDING EXCEEDS 15'. - 25' REAR HOUSE TO PROPERTY LINE located along the South line of said *NOTE: EXISTING HOUSE, EXISTING GARAGE, EXISTING DRIVEWAY AND EXISTING FENCES TO BE DEMOLISHED. NOTE: SEE BUILDING PLANS FOR ARCHITECTURAL DIMENSIONS. CONTRACTOR SHALL VERIFY DIMENSION Se EXTENT OF BUILDING PAD SOILS CORRECTION. L7- TI (6 CK01/E 44- /)__/ 76/ - N89°59'45"E 128.00 9 op' 4.56' F`',3 I IC) `4- I 4P co rib EE-TWIt4 EV \ 111 sc515.00' DECK' /- EG I )( 9 PIT 44.00' „34,.\ y<HPOROUPSOESIE4(oP,42:0 (2-STO Y) 0 • a. 2 -1=• \ 0)9 4bN A 4o4? x iV FOUND IRON PIPE S I „,'•\ • 1.07' WEST OF PROP. LINE ck 2.97' tr) SOUTH OF . • RIGHT-OF-WAY N89'59'45''E 976.82 30' ROADWAY .5 (978.5 CERT. OF TITLE) EASEMENT PER DOC. #225554 TREELINE 0 ^34'' X 0.65 c'f Co• I') EVG SILT FENCE X Cb43. 45.45' EXISTING HOUSE Fir 15TIHG H AS-BUILT FOUNDATION ELEV=938.45 AS-BUILT FOUNDATION ELEV=938.45 .4) 6 0-4AN 01 .4- AS-BUILT FOUNDATION ELEV=93 .68 I • •"jvc:I'' 111 X" 938 X 4). r•-) ROCK CONSTRUCTION- „rs 34.00' 938.00 X -638.4 'co v_.\ ' Et1 (14 •-.1 • rT1 21.0 io ST0QP ' 69' PRE/A1.1NGx Oj ELEV=938.45 -N DBAUTI OT N CK FOU cEb;A,Z,7 TREE-12' EXISTING SHE X 0.28 9,15e.) TRE t GROV --- STREET t,c) 25' TBACK LINE - PROPOSED GARAGE AS-BUILT FOUNDATION ELEV=937.68 rn 037) WOOD FENCE >ft -^) EDGE OF BIT N 4 N8959'45t 128.00 ,p4 "5) SE CORNER GOV'T LOT 4 (CALC. LOCATION BASED ON COUNTY BREAKDOWN) AS-BUILT ELEVATION PROPOSED CONTOURS EXISTING CONTOURS FIRE HYDRANT CATCH BASIN SEWER MANHOLES I=IMB MAILBOX X CURB STOP • UTILITY PEDESTAL LIGHT POLE -0- SIGN ClDECIDUOUS TREE CONIFEROUS TREE SILT FENCE ▪ BIOROLL SCALE FEET LOT AREA SQUARE FOOTAGE: 23040 SQUARE FEET 19200 SQUARE FEET (TO R/W) APPROXIMATE SQUARE FOOTAGE*: PROPOSED BUILDING AREA = 2226 PROPOSED DRIVEWAY/WALK AREA = 1517 PROPOSED SOD AREA = 7600 *NOTE: CONTRACTOR TO FIELD VERIFY ACTUAL SQUARE FOOTAGES. SOD ESTIMATE IS MEASURED FROM EDGE OF BITUMINOUS TO REAR OF HOUSE. 11 11027.761 CD CD ShEET I OF FOUNDATION AS-BUILT SURVEY S 180 OF W 128' OF E 1106.50' OF GOVT LOT 4 Stonebrooke Engineering Responsible Solutions - n•••• DESIGNED AR4 DRAWN AIM CHECKED LIC.1111. 5507 DA,F _ 07-03-2013 Ju l 03 . 2 0 1 3 - 7 : 47 = - S: PR O JE C TS S M V E Yg 3 1 6_ Cu s 1 -o m_ Ho m e s _ LL C Ze c . 3 3 - 11 7 - 2 1 (E d in o )C a dd _ Fi l e s Gr o ve S t FA . dw g 1 I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. REV. NO. DATE BY DESCRIPTION Aaron J. Mages