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Home My WebLink About3111721410015-05072014LL_J _A w a co 1 -6 PROPOSED DRIVEWAY 3.2% -111- 50.27' 15 'MAPLE 7.00' 24"AS so 3.00' lJ ow 0 &) D CC 0 0_ 37.17' lJ (c"4 LOT 24 -Loi BLOCK 3 NI LLJ 36J1AK I 0 r 12.00' cN4 I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER My DIRE,'" SUPERVISION AND THAT I ANI A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OE MINNESOTA. 10 20 SCALE FEET Chad J Seaman UC rio 99961 DATE 05-06-2014 Stonebrooke Enginuaring Responsible StAtition' DRAINAGE & EROSION CONTROL PLAN REV. NO DATE BY CHK DESCRIPTION 04-11-14 AIM REVISED STOOP 05-06-14 MN REVISED PER CITY COMMENTS DESIGNED AIM DRAWN ERA CHECKED AIM LOT 24, BLOCK 3 KILLARNEY SHORES • a t 31 LEGEND • MONUMENT FOUND 0 • A• x \ (1027.76) STORile: _771:1? 1:-Z7 05/0/17 CO/V:7 px-244/- 5,92,)- vzz-v-f - ev S h o r e s Ca IRON PIPE MONUMENT SET WOOD HUB SET DENOTES DRAINAGE ARROW EXISTING SPOT ELEVATION PROPOSED ELEVATION AS-BUILT ELEVATION PROPOSED CONTOURS EXISTING CONTOURS FIRE HYDRANT • CATCH BASIN SEWER MANHOLES =MB MAILBOX -XC- CHAIN LINK FENCE UTILITY PEDESTAL LIGHT POLE WOOD FENCE DECIDUOUS TREE CONIFEROUS TREE CONCRETE SURFACE S F SILT FENCE 0 0 BIOROLL LEGAL DESCRIPTION: Lot 24, Block 3, KILLARNEY SHORES, according to the plat thereof, on file and of record in the Office of the Hennepin County Recorder. 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 SURVEYOR: Stonebrooke Engineering, Inc. 12279 Nicollet Ave. S. Burnsville, MN 55337 Phone: 952-402-9202 Fax: 952-403-6803 www.stonebrookeengineering.com TOP BACK -x OF CURB '`n T( 8797-21))S (879.30) -4- + --O. RIM ELEV 878.58 X (qerzo).. BITUMINOUS DRIVEWAY EROSION CONTROL NOTES: 1. SILT FENCE OR OTHER CITY-APPROVED PERIMETER CONTROL MUST BE INSTALLED AT ALL LOCATIONS WHERE CURRENT, PROPOSED OR INTERIM GRADES MAY RESULT IN EROSION AND RUNOFF TO ADJACENT PROPERTIES. 2. ALL TREES SHOULD BE PROTECTED AT DRIPLINE. 3. APPROVED INLET PROTECTION SHALL BE INSTALLED AND MAINTAINED AT THE FIRST CATCHBASIN DOWNSTREAM FROM CONSTRUCTION SITE PRIOR TO EARTH-DISTURBANCE. (PRODUCT MUST BE APPROVED BY THE CITY AND OFF MNDOT'S APPROVED/QUALIFIED PRODUCT LIST) 4. PROVIDE CLASS V GRAVEL CONSTRUCTION ENTRANCES TO CONTROL SOIL MIGRATION. 5. ALL EROSION CONTROL TO REMAIN INTACT AND IN PLACE UNTIL DISTURBED AREAS CAN BE SODDED OR RE-SEEDED TO STABILIZE GRADE. 670 •6 I co 0). LOT 25 BLOCK 3 g- N894442"W. 150.1 CY; 4? 1 Co co / V I / '1 ''' J , , . 877,5 , A, A ..., ", ' f\ SI 3 , (879) (880.00) (.94, "...`4.)._ <9) 28.17' I so 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. 870 b) WOOD RETAINING 7WAL PLANT BED HEDGE 1-1-1 CO to IM ELEV 69.59 7''B1RCH 1 \ IF urn ii ivw ?nig. LOT 9 BLOCK 3 , IT EROSION CONTROL INSPECTION AND DOCUMENTATION 1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WEEKLY AND WITHIN 24 HOURS OF ANY RAIN EVENT OF 0.5 INCHES OR MORE. 2. ALL EROSION AND SEDIMENT CONTROL INSPECTIONS SHALL BE DOCUMENTED TO INCLUDE DATE AND TIME, NAME OF INSPECTOR, WEATHER CONDITIONS, ITEMS INSPECTED, RESULTS OF INSPECTION AND RESPONSE TO DEFICIENCIES. fq2c vinx/ tiv */30eq,/ BACK [1027.7 61 4, 4> I=MB LOT AREA SQUARE FOOTAGE: 12365 SQUARE FEET APPROXIMATE SQUARE FOOTAGE*: PROPOSED BUILDING AREA = 2387 PROPOSED DRIVEWAY AREA = 1301 THE BUILDING AREA OCCUPIES 19.3% OF THE LOT. (25% OF THE LOT IS THE MAXIMUM ALLOWABLE BUILDING AREA) PROPOSED ELEVATIONS: FIRST FLOOR = 882.06 TOP OF FOUNDATION = 880.50 GARAGE FLOOR = 880.10 BASEMENT FLOOR (WO) = 871.68 0 CLASS V GRAVEL CONSTRUCTION ENTRANCE NOTE: SEE BUILDING PLANS FOR ARCHITECTURAL DIMENSIONS. CONTRACTOR SHALL VERIFY DIMENSION Sc EXTENT OF BUILDING PAD SOILS CORRECTION. EXISTING HOUSE C./ I.1,,V7 80.00 , cANT LOT 23 BLOCK 3 87:8,91 , F N89'44'47VV," 130.1 6 EXISTING HOUSE CANT co 4 f 17.5' S BACK LIN „:„.4' N. CO WOOD RETAINING 4(2" WAL n 11110.. 1. (870.1 o) : ROCKS c52 0 ROCKS\ 3 ui / / ROCKS \ 1 , \ \ PLANT 0 BED to' LOT 8 \ BLOCK 3 \ DESCRIPTION DATE BY CHK 20 10 FEET SCALE UC 45507 05". 04-11-2014 • 5- 2 v 7. /1u,/ /300 LEGAL DESCRIPTION: Lot 24, Block 3, KILLARNEY SHORES, according to the plat thereof, on file and of record in the Office of the Hennepin County Recorder. PROPOSED ELEVATIONS: FIRST FLOOR = 882.06 TOP OF FOUNDATION = 880.50 GARAGE FLOOR = 880.10 BASEMENT FLOOR (WO) = 871.68 NOTE: SEE BUILDING PLANS FOR ARCHITECTURAL DIMENSIONS. CONTRACTOR SHALL VERIFY DIMENSION & EXTENT OF BUILDING PAD SOILS CORRECTION. 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 SURVEYOR: Stonebrooke Engineering, Inc. 12279 Nicollet Ave. S. Burnsville, MN 55337 Phone: 952-402-9202 Fax: 952-403-6803 www.stonebrookeengineering.com CD' 34.71 I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. Stonebrooke fingliwaing R.:won:Me Soil.qlfar 11 ROCKS 873.71 ,870.5u) CERTIFICATE OF SURVEY LOT 24, BLOCK 3 KILLARNEY SHORES 1 MB (879.20) = ,..„.., (../ ,.....- (879.30) I -4---II. ... ± m'-0'-\s4h ---- (87g) — ._ / 1 (860.00) /n H 28.17' A co c 'N93. CAW 771.76): 4 7X' 01' SWAW-7 92,5- KI_SW ZA72 oo co csi .00 - co -- N 897 44.'471N1' 1 30.16 \ \ I I ( LOT 23 BLOCK 3 EXISTING HOUSE AIM DRAWN DRW CHECKED AIM • REV. NO. 04 1 14 AIM REVISED STOOP 4b. Xt n 1 '2)1 1 TOP BACK OF CURB ‘t, - X RIM ELEV 878.58 N0 0 1 5 '0 6 "E \ BITUMINOUS \pRIVEWAY \ 11 1 PROPOSED DRIVEWAY 3.2% -4— 50.27' 1 AP IS BACK .4- I I • r. If) tr) Lu CANT R co 17.5' S \/1 7 0 K y/60D ,NETAINING 41:2" WL fi 8'7103 LOT 24 BLOCK 3 BACK LINA WOOD RETAINING 7WAL (870.10) 1t4 8701,17 0\ ROCKS\ ta / cn ages Aaro J. ,EXISTING- . HOOSE- _ 1,11 873.77 187060 LOT 25 BLOCK 3 Co 7.0 ROCKS 0 IM ELEV -rm 69.59 7"BIRCH \ LOT 9 BLOCK 3 LOT AREA SQUARE FOOTAGE: 12365 SQUARE FEET APPROXIMATE SQUARE FOOTAGE*- PROPOSED BUILDING AREA = 2387 PROPOSED DRIVEWAY AREA = 1301 cy-P V 34.80 cc.'P X,MB 1 PLANT BED , 1 HEDGEr 1 \ \ \ PLANT 0 BED 01?) LOT 8 \ BLOCK SHEET 1 OF 1 LEGEND • MONUMENT FOUND o IRON PIPE MONUMENT SET • WOOD HUB SET DENOTES DRAINAGE ARROW A A • 1/ EXISTING SPOT ELEVATION X (1027.76) PROPOSED ELEVATION AS-BUILT ELEVATION PROPOSED CONTOURS EXISTING CONTOURS FIRE HYDRANT CATCH BASIN SEWER MANHOLES MAILBOX CHAIN LINK FENCE UTILITY PEDESTAL LIGHT POLE WOOD FENCE DECIDUOUS TREE CONIFEROUS TREE CONCRETE SURFACE 11027.761