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Home My WebLink About3011721340039-08122013II-Cr Setback IBituminous Driveway with Brick Border i0 N 41°23'52 W 3.6 EXISTING BUILDING COVERAGE Building O Sq.Ft. Patios & Decks O Sq.Ft. \ Drainage and Utility Easement \ Toe of Slop -14\\\\\\\\\ `81 \\ \ `tor cs'2) il\c° \\ \ 94. oc V se - tt,/ d • N 88°46'02" -E-'146.91 Catch Basin RIM=950.08 (953.2) ;JP 9. t'ftA tf traA 55. 2\ \ \\ 25' Sstblk C.11 T. 95•/6 1-9 #6)\ 5 EA Adjacent Garage \ GAR. FLR.=953.20 REPLACEMENT HOUSING day of July , 2013. 6-12.5--A-eLsE y Vicky & Tim Barzen Residence SERVICES CONSORTIUM, LLC FErErxrnr Total Building Coverage 0 Sq.Ft. Lot Area 19,039 Sq.Ft. X of Coverage = 0.0 X Denotes iron monument Denotes found monument Denotes existing elev. Denotes proposed elev. Denotes surface drainage PORCH* NOTE: 80 Sq. Ft. of porch is within front setback Proposed garage floor elev.=953.67 Proposed top of foundation elev.=954.00 Proposed lowest floor elev.=945.00 PROPOSED BUILDING COVERAGE Building 4,176 Sq.Ft. Patios & Decks 478-400 allowable= 78 Sq.Ft. (5x50+150) Total Building Coverage 4,254 Sq.Ft. Lot Area 19,039 Sq.Ft. of Coverage = 22.3Z • x 000.0 (000.0) File No. 14128 DEMARS-GABRIEL LAND SURVEYORS, INC. 6875 WASHINGTON AVE. SO. SUITE 209 Edina, MN 55439 Phone:(952) 767-0487 Fax: (952) 767-0490 I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the Laws of the State of Minnesota. As surveyed by me this 22nd David E. Crook cc Minn. Reg. No. 22414 .4 /237g Book—Page Scale 1 "=20' ,f). I t7 41. 1.1- 0037 /DIMENT AND EROSION CONTROL NOTES ONSTRUCTION SEQUENCING 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE Z INSTALLATION OF SILT FENCE OR BID—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 B. EXCAVATE FOR NEW HOME FOUNDATION 9. 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. LEGAL DESCRIPTION LOT 2, BLOCK 2, PARKWOOD KNOLLS 26TH ADDITION LOT INFORMATION Proposed garage floor elev.=(953.67) Proposed top of foundation elev.=(954.00) Proposed basement floor elev.=(945.00) EROSION PREVENTION TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. 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. 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. STABILJZATION 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, 810 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. ALL EXPOSED SOIL AREAS MUST BE STAB1UZED 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. 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. CONSTRUCTION ENTRANCE trA v2t MINIIMEN-1111 2.60 ret. 0' ;Mack (95131etV BitangWg= q53.Cti INLET, PROTECTION \ ,.. I N 88°460 —146.91 \ \ \\\1:\\‘‘: \\ \ \ \\\\ \ \ \ 1%06 \ \ \ % \''' I \ ‘1A \ \ Os t \ \ \ \ \ ' \ I \ ‘ \ t t \ ln \\_%\ ' VI 4'\ \ ....A i faCI °\ \ . \ \%, \,,,,§„ \ ii \\ \ \ \ ....c. sfi \ \ __A ..,.... \ ,o, \ ‘ \ \ \ \ \4,a -P3..i‘t"\ t \ \\ \ \ \ \ \ \ t% \ \\%\ \ \ \ \ AnS‘ S \ ‘ \\ .\ \ \\\ ' t \ \\ \ \ 80 — lb- /fp P1 1 ' PROOSED GARAGE' ,„ vt, /r IST I / / 1 N • \ gbvk Val Adjacent Garage CAR. FLR.=-953.20 g TA NOTE: ALL ELEVATIONS SHOWN ON THIS EROSION CONTROL PLAN ARE REFERENCED FROM THE SITE SURVEY. ALL GRADING AND CONSTRUCTION SHALL BE PERFORMED BASED ON GRADES AND DESIGNS FROM THE OFFICIAL APPROVED SITE SURVEY, BUILDING AND GRADING PLAN. AUG 2 1 2013 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. N 41°23'52 3.6 LEGEND x 000.0 (00o.o) DENOTES EXISTING ELEVATION DENOTES PROPOSED ELEVATION DENOTES SURFACE DRAINAGE 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 & EROSION CONTROL CONTACT; REPLACEMENT HOUSING SERVICES CONSORTIUM, LLC LON OBERPRILLER 612-325-7999 (MOBILE) 952-636-2665 (OFFICE) 5200 WILLSON ROAD, SUITE 150 EDINA, MN 55424 STORMWATER FINAL GRADING OF THE LOT SHALL PROMOTE SHEET DRAINING AND AVOID CONCENTRATION OF STORM WATER FLOWS. 0ay- 4 0, •;;01( 4454i0liO4A404 ia,,,100e.,040.410041:fn :00:0,00‘,00,35 1.11.1mimmIJ x DENOTES EXISTING FENCE DENOTES SILT FENCE DENOTES CB INLET PROTECTION DENOTES ROCK CONSTRUCTION ENTRANCE 1" = 201-0" • 10 —0" 0 20'—O çiyi0i Site 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK MN 55416 CivilSiteGtoup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 DEMARS—GABRIEL LAND SURVEYORS, INC. 6875 Washington Ave, So. Suite 209 Edina, MN 55439 Phone:(952) 559-0908 Fax: (952) 767-0490 REPLACEMENT HOUSING SERVICES CONSORTIUM, LLC 5285 Kelsey Terrace EDINA MINNESOTA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MATTHEW R PAVEK DATE 0/20/2013 UcENSE No. 44263 0116/13 8120/13 DATE ISSUE/SUBMITTAL SUMMARY DESCRIPTION CITY SUBMITTAL CITY RESUBMITTAL _ STORM WATER MANAGEMENT & EROSION CONTROL PLAN 1 . 0