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HomeMy WebLinkAbout3211721130006-02252015(-) \ .1912.30) - '?I / (T (93 PLAT) N89' 7 30"E 92.98 x `, RIM ta 905-96. /------ _ Xioo7.a51 1909.651 X LOT 3 5 rn 1,1 X1909.791 OHU OHU AVE\U WADE\ CURB TO l'EMOVED BE CURB 26T GRADING AS-BUILT SURVEY Stonebrooke LOT 3 Engineering Responsible Solutions GREENLEAF MANOR 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. rune P. Aaron]. Mages 45507 mg 12-30-2014 CHECKED AIM DRAWN 1PG JM SHEET 1 OF 1 7;549 1 - - qX1908.061 907.381 cola ,zg% 9619. • SURVEYOR: Stonebrooke Engineering, Inc. 12279 Nicollet Ave. S. Burnsville, MN 55337 Phone: 952-402-9202 Fax: 952-403-6803 www.stonebrookeengineering.com , 1905.34) NOTE: SEE BUILDING PLANS FOR ARCHITECTURAL DIMENSIONS. CONTRACTOR SHALL VERIFY DIMENSION & EXTENT OF BUILDING PAD SOILS CORRECTION. LEGAL DESCRIPTION: Lot 3, GREENLEAF MANOR, according to the plat thereof, on file and of record in the Office of the Hennepin County Recorder. SET BACK REQUIREMENTS: - 39.40' (FRONT SETBACK IS THE AVERAGE OF THE FRONT STREET SETBACKS OF THE DWELLING UNITS ON THE TWO ABUTTING LOTS) - 10' GARAGE SIDE SETBACK - 15.38' HOUSE SIDE (MINIMUM 10' SIDE HOUSE TO PROPERTY LINE. THE REQUIRED SIDE YARD SETBACK IS INCREASED BY 6 INCHES FOR EACH FOOT THE BUILDING EXCEEDS 15%) - 25' REAR HOUSE TO PROPERTY LINE CA7,4.0_7_47G 7.97-_/ 77 SUR ff7_7 5-672g Karden ,4verizze, / dH U X BLOCK- RET INING W4f91o.2OI X X1910.40 ksf5=0) x 0-7_7 ±-61 < 910.13 tf) SL)- LLIA 0 91 910.3 scP' 910.85 910.29 _.- -5-1)RAINAGE EASEMENT -EGR PIT 970_ (910.50) 29.50' 909.76 if I 'CANT / / BDRESS Y-LX1909.631 X1909.851 I PfT (zt) 1 I ..---- yo__ / -----. ...._ r • i n k 1 ,.____. 6.11 ,0' ROCK BED NOHU 25' SETBACK LINE 909.74 \X1909.261 X1909 081 (909) EXISTING SHED 0 r- 910.1 911.2 00IN X X 19 0 9 .511 > F909.041 >1909.31 -X1908.461 1" 0 X1908.30 19.83 X1909.5210 cI r LLI >4 'CO-< 0 0_ LLI o> iX a_ 0 9.83' b 1910.391 In 20.17' (TrUi6.51-39.4 EXISTING GARAGE 1_0X 1907.761 1908.611 89'56'9,, 92.90 puvo X1909.61 908.86 S 2 " (910) X 908.931 1909 381 1909.691 1910.111 xig09.82N. ROCK BED 1909.561 [910.60] 4909.88f X 910.25 1910.13] 910.3711 1910.301 X1911.271 F OK 9 1 _ EXISTING HOUSE EXISTING HOUSE SETBACK LINE - -52792 910.55 X 19 1 0 . 8 21 X 1909.971 1910.301 X 909.681 LEGEND • MONUMENT FOUND CI IRON PIPE MONUMENT SET • WOOD HUB SET n pr.. DENOTES DRAINAGE ARROW A A • (11' EXISTING SPOT ELEVATION X (1 0 2 7.7 6) PROPOSED ELEVATION AS-BUILT ELEVATION PROPOSED CONTOURS EXISTING CONTOURS FIRE HYDRANT ej CATCH BASIN @ ® SEWER MANHOLES OMB MAILBOX -XC- CHAIN LINK FENCE • UTILITY PEDESTAL ▪ LIGHT POLE - XW- WOOD FENCE DECIDUOUS TREE CONIFEROUS TREE CONCRETE SURFACE 0 TREE TO BE REMOVED 11 027.761 08.921 'ROCK BE X1909.2411 909 3 APPROVED DEPT: elk DATE' t no* 1177-77- DATE:/ ": 2 • 2,4. • LOT AREA SQUARE FOOTAGE: 12099 SQUARE FEET WOOD teilnp OHU,- OCK ED 5 LOT 4 APPROXIMATE SQUARE FOOTAGE*: PROPOSED BUILDING AREA = 2396 PROPOSED DRIVEWAY AREA = 1301 , PROPOSED EL A IONS: FIRST FLOOR = 912.40 TOP OF FOUNDATION = 910.90 GARAGE FLOOR = 910.60 BASEMENT FLOOR (F13) = 902.00 EXISTING HOUSE TOP BACK / 6-Co-° 57 kii4/"W OF CURB/ .1* / 3f ,?6( LIT at. o. nook) 9.04 OHU REV. NO. DATE BY CHK DESCRIPTION 10 20 SCALE FEET