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Home My WebLink About3002824230015-11082013s....LLCNIorrrqn LEGEND • MONUMENT FOUND O IRON PIPE MONUMENT SET • WOOD HUB SET n 011.• DENOTES DRAINAGE ARROW EXISTING SPOT ELEVATION (1027.76) PROPOSED ELEVATION AS-BUILT ELEVATION PROPOSED CONTOURS EXISTING CONTOURS 0 FIRE HYDRANT O CATCH BASIN SEWER MANHOLES 1=1MB MAILBOX X CURB STOP • UTILITY PEDESTAL • LIGHT POLE - SIGN CZ/LW/Yr-Irk 5Z7 A wy- 6vog A7 /(/1 _4zie/zz/c, _Z-7(//7267, ,Y-47 -ett- • 11027.761 EXISTING 0. X --...,39.52 X 'rbl' HOUSE -920- ..._ l< \ `, 6 \ \ tr, LOT AREA SQUARE FOOTAGE: 14843 SQUARE FEET 919.7b (918.50) S897-56' /(122. 3 PLAT) \ 12 7 a=-•rutl-rgf3.-•• rt• •s 5t, SETB • , REPLAT \LOT 1 BLOCK 13 \ (915.10) .3t) ‘\, (912.10 @ APPROXIMATE SQUARE FOOTAGE*: PROPOSED BUILDING AREA = 2061 (INCLUDING STOOP 84 GARAGE) PROPOSED DRIVEWAY/WALK AREA = 1481 0, n 111.- H. 4.V qtLINE /-1 \ ND' I .1)11 `5' 9 20.00' a 0 0 920 -920- nS:13 .1, / 41 >0 ,°' PROPO ED -111-.. DRIVE AY 3.0% THE BUILDING AREA OCCUPIES 13.9% OF THE LOT. (25% OF THE LOT IS THE MAXIMUM ALLOWABLE BUILDING AREA) NN. X cb PROPOSED GARAGE 57.9', cv x m,19. oi X cb x c0 921.4 c° XX X") 15.00' b,(.1 Xq 0) xc, , • 5.00' 5.00' A X .7- • X 0 q S x Xf:b to 0 ,921/5A) CS1 C; DECIDUOUS TREE CONIFEROUS TREE .4111.n X° c..) X 41> crri -0- UTILITY POLE O BIOROLL LO BL 0-/ 10 PROPOSED HOUSE x0\ a LEGAL DESCRIPTION: The West half of Lot 2, Block 13, Normandale, according to the plat thereof, on file and of record in the Office of the Hennepin County Recorder. /2 2 CK 13 LU X (°'\t'' I < r CO / ES)2.1.4 X X TOP BACK OF CURB t,•,Kc) ,,\ X 6' 111 CY 0 A, 0 rn 01 S00'01 '09"E 914.8 PROPOSED ELEVATIONS: FIRST FLOOR = 923.80 TOP OF FOUNDATION = 922.30 GARAGE FLOOR = 921.60 BASEMENT FLOOR (WO) = 913.60 X c) 42.97' ; ;TREE <bt* X(') bI I 32.00' 4't ° \ 9 srlo •"›.,< x`51' "•••n 927.3 —o- SET BACK REQUIREMENTS: — 37.1' (FRONT SETBACK IS THE AVERAGE OF THE FRONT STREET SETBACKS ON THE DWELLING UNITS ON THE TWO ABUTTING LOTS) — 5' GARAGE SIDE SETBACK — 17.5' HOUSE SIDE (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 Xd5N.: Co Xch /r II I n I I I , 1 1 I , i E. 1/2, I, LOT, \ KOCK 13 , I I it 1 I 1 1 I I II 1 1 1 Ili I 1 1 01 °sit Oi 1 I • ” 1 ,V j 1 I I I 1 I"1 WOODEN I FENCE / X X") 0 co. TNH (n7 924.73 1 4, •n117 (921.30) SURVEYOR: Stonebrooke Engineering, Inc. 12279 Nicollet Ave. S. Burnsville, MN 55337 Phone: 952-402-9202 Fax: 952-403-6803 www.stonebrookeengineering.com 13 til 4.50) j 6 1k) l (122.32, PLAT) 1 , NI-1,• J...\.. • . I ‘ I. Xq LOT 3 n n BLOCK t I I \ I \ I IA 1 NA • I \ (920.40) N,13956'19,x"W 122 43 x x I .9 X c5 \ iA• 1 k k X <\ 34.64 / I Oa' I • X "P If oa gyhAl #- /2 7 /1(2— EXISTING HOUSE REV NO. DATE BY CHK DESCRIPTION 10 CERTIFICATE OF SURVEY O. 020 • 24. Z. 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. 20 Stonebrooke .CTF W 1/2 OF LOT 2, BLOCK 13 SCALE FEET Engineering Responsible Solutions Aaron J. raaries %NEL 1 Drac, AI .1 DRAWN DOW CHECKED AIM 11-07-2013 45507 TC . NORMAN DALE, HENNEPIN COUNTY MINNESOTA SURVEYOR: Stonebrooke Engineering, Inc. 12279 Nicollet Ave. S. Burnsville, MN 55337 Phone: 952-402-9202 Fax: 952-403-6803 www.stonebrookeengineering.com LEGAL DESCRIPTION: EROSION CONTROL INSPECTION AND The West half of Lot 2, Block 13, Norma ndale, DOCUMENTATION according to the plat thereof, on file and of record 1. ALL EROSION AND SEDIMENT CONTROL spa in the Office of the Hennepin County Recorder. DEVICES SHALL BE INSPECTED WEEKLY AND WITHIN 24 HOURS OF ANY RAIN EVENT OF 0.5 INCHES OR MORE. SET BACK REQUIREMENTS: 2. ALL EROSION AND SEDIMENT CONTROL - 37.1' (FRONT SETBACK IS THE AVERAGE OF THE INSPECTIONS SHALL BE DOCUMENTED TO FRONT STREET SETBACKS ON THE DWELLING UNITS INCLUDE DATE AND TIME, NAME OF ON THE TWO ABUTTING LOTS) INSPECTOR, WEATHER CONDITIONS, ITEMS -5' GARAGE SIDE SETBACK INSPECTED, RESULTS OF INSPECTION AND - 17.5' HOUSE SIDE (10' SIDE HOUSE TO PROPERTY RESPONSE TO DEFICIENCIES. 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 11027.761 LEGEND • MONUMENT FOUND o IRON PIPE MONUMENT SET • WOOD HUB SET ▪ DENOTES DRAINAGE ARROW -CO - ▪ A (1027.76) X PI/ EXISTING SPOT ELEVATION PROPOSED ELEVATION \ AS-BUILT ELEVATION 0 DECIDUOUS TREE \ I/ -0- UTILITY POLE (PRODUCT MUST BE APPROVED BY THE CITY AND OFF X CURB STOP MNDOT'S APPROVED/QUALIFIED PRODUCT UST) • UTILITY PEDESTAL 4. PROVIDE CLASS V GRAVEL CONSTRUCTION ENTRANCES TO CONTROL SOIL MIGRATION, ▪ LIGHT POLE 5, ALL EROSION CONTROL TO REMAIN INTACT AND IN PLACE SIGN _ UNTIL DISTURBED AREAS CAN BE SODDED OR RE—SEEDED 0_ TO STABILIZE GRADE. PROPOSED CONTOURS EROSION CONTROL NOTES: 1. SILT FENCE OR OTHER CITY—APPROVED PERIMETER CONTROL EXISTING CONTOURS MUST BE INSTALLED AT ALL LOCATIONS WHERE CURRENT, 0 FIRE HYDRANT PROPOSED OR INTERIM GRADES MAY RESULT IN EROSION AND RUNOFF TO ADJACENT PROPERTIES. Ea CATCH BASIN 2. ALL TREES SHOULD BE PROTECTED AT DRIPLINE. 3. APPROVED INLET PROTECTION SHALL BE INSTALLED AND ® SEWER MANHOLES MAINTAINED AT THE FIRST CATCHBASIN DOWNSTREAM FROM CONSTRUCTION SITE PRIOR TO EARTH—DISTURBANCE. 17IMB MAILBOX CONIFEROUS TREE BIOROLL EROSION OPERATIONS AND MAINTENANCE: 1. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND MAINTAINED IN GOOD CONDITION TO THE SATISFACTION OF THE CITY ENGINEER UNTIL THE SITE HAS BEEN STABILIZED. 2. ALL SEDIMENT CONTAINMENT FEATURES SUCH AS SILT FENCE, INLET PROTECTION, ETC. SHALL BE CLEANED OUT WHEN 1/3 OF THE CAPACITY IS DIMINISHED. 3. SILT FENCES AND OTHER SEDIMENT BARRIERS SHALL BE REMOVED WHEN THEY HAVE. SERVED THEIR USEFUL PURPOSE BUT NOT BEFORE THE UPWARD SLOPE AREA HAS BEEN PERMANENTLY STABILIZED. ,5770A9117, 77/W 1/A70.31-0A7 COA/ZAJO/- .77/24/1/ 6'z/0,9 J/IPya/z ,4venz/e, .161/7 H TOP BACK OF CURB . .,>1(c) X cy o' cv .91,9• X ,9 co. TNH cn7 924.73 .; c[1.00 X41' .411.11.0 X SO ,39.52X`b 41' o. o. -920-- EXISTING I co'? HOUSE , I ; Xq REPLAT -OF (912.10) SETB 0 20.00' 21 15.00' o. 2< I cr) x' -6!5.00' 41""' x i9 2 /5 0, X c7; 1 cP>. 4' ,11/ iI Xq I 914'6 (f) 32.00' a) (IS 0, 3 I I,;\ • 1 A , , *1 \ \ x0), Wx 7.4.- I n 41- . 1 - , 17 5' SETBAC,K. LINE \ N/ _L — 1 1 n - 1— „\ .1 d 1 Ac.t3 1 X X c)q' X4v// 04 a) , i 1 ( 1 i Xq; 1 i I 0 c I OD IL. (-3 tO _ N ('4 , ,.... ,.. ,... T 4 c, , 7, T ,,-, cr, . 1 \ ' —0'.I —0'',I, I I / I , I rig-f \I,' 0-4:0-70--42-11-(---0+-4-0 1 ci Y.`b , ii , ? , )7 t221, /43 nil 4.50) / t, (921.30) / (920.40) N89*,19xsi., 41293 i 1 K? n ( i 2.32, PLAT) \ ' <11 / ,, _>,5„ X , ; 4, ‘ I .k ><'' LOT 3 ', cy i \ ,- i I n 1 1 BLOCK 13 .6)‘: \ I i 1 I \ NOTE: NOTE: SEE BUILDING PLANS FOR CONTRACTOR TO FIELD VERIFY ARCHITECTURAL DIMENSIONS. ACTUAL SQUARE FOOTAGES. CONTRACTOR SHALL VERIFY ROCK CONSTRUCTION ENTRANCE DIMENSION 84 EXTENT OF MUST BE USED IF EXISTING BUILDING PAD SOILS CORRECTION. CONCRETE DRIVEWAY IS REMOVED APPROXIMATE SQUARE FOOTAGE*: PROPOSED BUILDING AREA = 2061 (INCLUDING STOOP & GARAGE) PROPOSED DRIVEWAY/WALK AREA = 1481 THE BUILDING AREA OCCUPIES 13.9% OF THE LOT (25% OF THE LOT IS THE MAXIMUM ALLOWABLE BUILDING AREA) X 'qt..- DRIVE AY 3.0% _a, „ s .8PGARROAPGOESED ç b 57.9' 921.4 4)-c-D21-4 X X ‘(\* Xc3n 9.27.3 / , ) \LOT 1 \ -- z / (122.3 PLAT) \ BLOCK 13 \ (918-.5-0) S89!5-5'16" 12 .V (915.10) \ ,,? \ .....09-----64 :;;I X n (,...v I % N 4\ n,. t,te X ,P) 1 —0. (7, ( c‘ie x : , , ,., ' I , L X PROPOSED HOUSE )<,: (7, Vi LOT 2 BLOCK 113 LJ x e C) , 1. Xlcb Xq q°'!) 142.97' 0, TREE LINE ,eb '07 X6) <I/ X° 0.09, .1(0 0 g,\ I I ! 1/2, LOT 12 B'I_OCK' 13 l I '1 I I I , I C17; , FL.. I I o LL S.; CD, " I i I W0t,ODN ( FENCE! 0 17 PROPOSED ELEVATIONS: FIRST FLOOR = 923.80 TOP OF FOUNDATION = 922.30 GARAGE FLOOR = 921.60 BASEMENT FLOOR (WO) = 913.60 LOT AREA SQUARE FOOTAGE: 14843 SQUARE FEET REV. NO, DATE BY CHK DESCRIPTION SCALE FEET DtSIGNED AJM DRAWN DRW CHECKED AIM 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. r, ME Chad J. Seaman LIC NO 44961 DOTE /1-07-2013 Stonebrooke Engineering Responsible Solutions - CERTIFICATE OF SURVEY 1 W 1/2 OF LOT 2, BLOCK 13 OF NORMANDALE, HENNEPIN COUNTY MINNESOTA 1 10 20 SHEET