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Home My WebLink About0411621220083-07112013940.3 I #••• l• 1 111 •-• 1 EXISTING HOUSE GARAGE FLOOR=940.9 HOUSE IS 35.7' FROM ROW (NOT SHOV NO Driving! NO TRESPASSING on adjoining properties 940.9 LEGAL DESCRIPTION Lot 10 and North Half of Lot 11, Block 940.6 6, NORMANDALE SECOND ADDITION. 940.7 - HOUSE PLACMENT & ELEV. SET BY CONTRACTOR. - FINISHED GRADE ELEVATIONS ARE TO FINISHED SURFACE WITFI TURF ESTABLISHMENT. - FINISHED GRADE 10 FEET FROM PROPOSED BUILDING SHALL BE 0.5 FEET LOWER THAN THE FINISHED GRADE AT THE BUILDING. - CONTRACTOR TO VERIFY HOUSE DIMENSIONS, SANITARY SEWER INVERT AND BASEMENT DEPTHS. - BEARING'S SHOWN ARE ON ASSUMED DATUM. - BEARING'S & ELEV. SHOWN ARE ON ASSUMED DATUM. - FIELD SURVEY CONDUCTED ON APRIL 12TH, 2013. This survey was prepared without the benefit of title work. Easements, appurtenances, and encumbrances may exist in addition to those shown hereon. This survey is subject to revision upon receipt of a title insurance commitment or attorneys title opinion. BUILDING PERMIT SURVEY FOR: CUSTOM RENOVATIONS ADDRESS: 6336 MILDRED AVENUE, EDINA 940.9 C tri 940.7 20 I hereby certify that this plan, survey or report was prepared by me or under my direct supervision and that I am a duly Licensed Lan Surveyor under the lows of the State of Minnesota. Revised: 6-25-13 (add prey ff) OSHUA P. SCHNEIDER Date: 5-30-13 Reg. No. 44655 CI\Land Projects 2008\13193bs-Normandate 2nd Add\dwg\13193hs.dwg cDcx:)=xDc) DENOTES EXISTING WALL • DENOTES IRON MONUMENT FOUND O DENOTES IRON MONUMENT SET 1011.2 DENOTES EXISTING ELEVATION. ohw DENOTES OVERHEAD WIRE DENOTES EXISTING FENCE DENOTES UTILITY POLE NORTH cO_D _C 940.8 DENOTES BITUMINOUS DENOTES CONCRETE ( IN FEET ) NOTES 1 inch = 20 ft. (1) 01 940.7 941.5 FND1 /20PEN 940.7 _C 0 940.8 _C X940.4 X940.5 6/25/2013 9146115 AM CDT AREA CALCULATIONS TOTAL LOT = ±10,140 sq. ft. Proposed House = ±2,292 Sq. Ft Proposed Porch = ±204 Sq. Ft. Proposed Driveway = ±836 Sq. F 940.3 940.6 'Y\ I in ohW 40.7 940.2 „South [48.33 042. z) Lri 35.72 942.1 942.0 Li-) C x X X 942.2 Caitib7.40 Tda (4/1)(-/- X 940.3 Line of the NEorth Half of Lot 11 / N89°41'04"E N89°41'06"E 940.4 CD 40.00 0.00 cNi X941.4 MAP 24 941.2 12.50 940.9 940.8 X • t. PROPOSED ELEVATIONS GARAGE FLOOR = 942.5 TOP OF BLOCK = 942.9 LOWEST FLOOR = 934.9 FIRST FLOOR = 944.5 PREVIOUS FIRST FLOOR = 945.5 48.33 x -6 4 0.: 4 ......... .. 36.89 x d2 1 •..*.?40.5 940.50 942 064, ...... .. . ..... 941.0 •••.... X 941,6 38.00 EXISTING HOUSE GARAGE FLOOR=942.2 35.83 ..... 06 135.27 7.50 10.33 . 942::2 942.1 cNI 943.3 (1) X942.5 943.6 ' x • (..:o -- 35.8 i9 Sire) 939.8 FNDLS9235 (0.1' S & OF COR) • 941.2 \940.8 BE 44.tto V •-1,5) 04' (16'9‘1,•a .0053 1/0 lit If 12.Iq7 04), 47 04,7 336 Avidit6,0 JOB#13193HS et LAND SURVEYING 10 II I2 13 J4 15 16 17 18 19 110 111 112 113 04 115 16 117 18 119 120 Blaine, MN 55449 763-238-6278 js.acrelandsurvemmail.com 941.2 941.2 940.5 Cr HACK 20 940.5 0 sY/ / 940.4 TC ('r) /9C40E6 T ND BE 71" 940.8 TC END BE TC 941.0 940.8 TC TC 940.1 RIM: 41.02 INV: 30.27 A A 941.0 SMH 10.75INV TC M• • NO TRESPASSING NO Excaw2tincri 03 X 940.3 0 940.8 X North Half of Lot 11/ X 941.4 EXISTING HOUSE GARAGE FLOOR=942.2 o64, 942.1 35.8 941.2 . 940.3 63 3 m/L,06e /2/72._ cro23D DENOTES PROPOSED ELEVATION / DENOTES DIRECTION OF DRAINAGE IS1 DENOTES METAL OFFSET SPIKE PROPOSED ELEVATIONS GARAGE FLOOR = 942.5 TOP OF BLOCK = 942.9 LOWEST FLOOR = 934.9 FIRST FLOOR 944.5 c)c)c)cxipo DENOTES EXISTING WALL • DENOTES IRON MONUMENT FOUND O DENOTES IRON MONUMENT SET 1011.2 DENOTES EXISTING ELEVATION. ohw DENOTES OVERHEAD WIRE DENOTES EXISTING FENCE DENOTES SILT FENCE DENOTES UTILITY POLE DENOTES BITUMINOUS NORTH 0 20 ( IN FEET ) 1 inch = 20 ft. FCRE LAND SURVEYING Blahs, MN 55449 1 II 6336 MILDRED AVENUE EDINA, MINNESOTA CUSTOM RENOVATIONS & BUILDERS, LLC 763-238-6278 js.acrelandsurveyogmail.com 0 11 12 13 14 15 16 17 113 19 110 III 112 113 114 115 1 13 Ii 11E1 CivilSite ell It 0 ILO P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 5/30/13 CM( SUBMITTAL • I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEE/ PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OE MINNESOTA. 7262, MATTHEW R PAVEK RE. DATE 5.30-13 000550 50. 44263 STORM WATER MANAGEMENT & EROSION CONTROL PLAN 1.0 941.5 END1/20PEN 940.7 940.7 940.9 40.7 -- I 940.7 olnw (jb 06, 1-••n louth Line of the 0 Se N89°41'06"E 940.8 940.4 X 940.4 X 940.5 1 II I NI- I r X 940.4 940,6' N8941'04"E CD 4, 0,54, 0 MAP 24 941.2 12.50 ...940.5 940.9 940.8 .' ..... . X X J‘i 942 942.7 94-1 48.33 X 94a 4 ....... r.940.5 . 36.89 38.00 35.83 942.1 48.33 942.2 10.33 943.3 CA" X942.5 9435'.) x X -- 35.8 --- 35.72 940.0 940.5 X JUN ll.O 2013 MI L D P E D A V E . 939.7 TC 940.1 g4 CA) A7 Imo 940GI f;T:1 TC BE 940.8 BE RIM: 41.02 INV: 930.27 940.3 TO re; 941.0 SMH 10.75INV 940.9 X 940.6 X 946 1.35.2.7.... 939.8 FNDLS9235 (0.1' S OF C 941.1 942.0 940.7 940.2 AREA CALCULATIONS TOTAL LOT = ±10,140 sq. ft. Proposed House = ±2,292 Sq. Ft. Proposed Porch = ±204 Sq. Ft. Proposed Driveway = ±836 Sq. Ft. HOUSE I's -I- I I I I L_ I EXISTING HOUSE GARAGE FLOOR=940.9 IS 35.7' FROM ROW (NOT SHOWN HEREON) x 941.0 X940.1 940.5 HACK ,EDIMENT AND EROSION CONTROL NOTES CONSTRUCTION SEQUENCING 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALLATION OF SILT FENCE OR BIO-ROLL AROUND SITE 3. DEMOLITION OF EXISTING STRUCTURES IF ANY. 4. CLEAR AND GRUB. 5. STRIP AND STOCKPILE TOPSOIL 6. ROUGH GRADING OF SITE 7. STABILIZE DENUDED AREAS AND STOCKPILES 8. EXCAVATE FOR NEW HOME FOUNDATION B. CONSTRUCT & BACKFILL FOUNDATION 10 CONSTRUCT NEW STRUCTURE 11. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. EROSION PREVENTION THE CONTRACTOR IS RESPONSIBLE FOR PLANING FOR AND IMPLEMENTING APPROPRIATE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION. ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION BUT IN NO CASE LATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE SITE, MUST BE STABILIZED WITHIN 20 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE INTO ANY SURFACE WATER. STABILIZATION OF THE LAST 20 LINEAL FEET MUST BE COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER. STABILIZATION OF THE REMAINING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES OR SWALES MUST BE COMPLETE WITHIN 14 DAYS AFTER CONNECTING TO A SURFACE WATER AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING USED AS A SEDIMENT CONTAINMENT SYSTEM (WITH PROPERLY DESIGNED ROCK DITCH CHECKS, BIO ROLLS, SILT DIKES ETC.) DO NOT NEED TO BE STABILIZED. THESE AREAS MUST BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. SEDIMENT CONTROL SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE DR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS THERE IS A BYPASS IN PLACE FOR THE STORM WATER. VEHICLE TRACKING OF SEDIMENT FROM THE CONSTRUCTION SITE MUST BE MINIMIZED BY A ROCK CONSTRUCTION ENTRANCE. STREET SWEEPING MUST BE USED IF THE ROCK ENTRANCE IS NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO THE STREET. INSPECTIONS AND MAINTENANCE THE CONTRACTOR IS RESPONSIBLE AT ALL TIMES FOR THE MAINTENANCE AND PROPER OPERATION OF EROSION AND SEDIMENT CONTROL FACILITIES. THE CONTRACTOR SHALL AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES. BASED ON INSPECTION RESULTS THE CONTRACTOR MAY AND SHALL MODIFY THE EROSION AND SEDIMENT CONTROL PLAN IN ORDER TO PREVENT POLLUTANTS FROM LEAVING THE SITE VIA STORM WATER RUNOFF. STORM WATER FINAL GRADING OF THE LOT SHALL PROMOTE SHEET DRAINING AND AVOID CONCENTRATION OF STORM WATER FLOWS. FINAL GRADING SHALL MAINTAIN THE EXISTING STORM WATER DRAINAGE PATTERNS TO THE EXTENT POSSIBLE AND PRACTICAL AS TO NOT CAUSE ANY DAMAGE TO ADJACENT PROPERTIES. STORMWATER, SEDIMENT de EROSION CONTROL CONTACT: Shane Batchelor Custom Renovations & Builders, LLC 2817 Anthony Lone S #100 Minneapolis, MN 55418 Cell: 651-276-0209