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Home My WebLink About3211721130083-112120133 17.83 914.6 J 54.00 915.0 -+L 33.17 < 014.6) S89°51'48"E C. 0 10 --r(- 37.0; -1 915.5 tO Z- I a) 912.3 ....... ....................... .................. cu:Ic‘i (71 2.00 914.9 31.00 37.11 < x913.0 912.4 1 C 913.1 912.5 c=3, co 934.2 >< 41 01 X 914.4- . . 36.92 x914.7 cc 4.00 913.5 csi 915.4 E BENCHMARK / TOP OF SPIKE EL = 914.68 30 911.7 TC 91.1.9 STMH UJ ( IN FEET 1 inch = -cc >- 5 911.6 TC 911.8 TC-CE 911.8 TC-CE 911.5 TC NORTH 20 OSHUA P. SCHNEIDER • .................................................. 912 232.49 X 912 2 IU) X X 08 2 909.2 X910.5 ........ ......... ....... X914.1 • X914.8 1 18,751 sq £t, 0,43 acres ..... ... 232.50 ........... • • • .. X915.6 X910.3 117‘gl. •60S3 X 914 6 5-6 i3 TAW r /2 7 LEGAL DESCRIPTION Lot 1, Block 1, KISER SUBDIVISION, Hennepin County, Minnesota. X 913.2 JOB#13560HS ko:CRE LAND SURVEYING Serving Twin Cities Metro area and beyond r 763-238-6278 js.acrelandsurveyagmail.com 0 II 12 13 14 15 16 17 16 19 110 111 112 113 114 115 j16 117 118 119 120 PROPOSED ELEVATIONS GARAGE FLOOR = 915.4 TOP OF BLOCK = 915.8 LOWEST FLOOR = 908.1 y FIRST FLOOR = 917.6 L/ a Val I I I - tl -43 Øt 3' 06/ 913.5 CERTIFICATE OF SURVEY FOR: LDK BUILDERS, INC. ADDRESS: 56XX TRACY AVENUE, EDINA 1 915.3 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 Lana Surveyor under the lows of the State of Minnesota. Revised: 11-21-13 (stake new house) 8-28-13 Date: Reg. No. 44655 CI\Land Projects 2008\13560hs-KIser SubdIvIslon\dwg\13560hs.dwg 11/21/2013 NOTES - FIELD WORK COMPLETED ON NOVEMBER 20TH, 2013. - HOUSE PLACMENT & ELEV. SET BY CONTRACTOR. - FINISHED GRADE ELEVATIONS ARE TO FINISHED b, , TURF ESTABLISHMENT. - WITH FINISHED GRADE 10 FEET FROM PROPOSED BUILDING SHALL BE 0.5 FEET LOWER THAN THE FINISHED GRADE 4, ,p AT THE BUILDING. 19), - CONTRACTOR TO VERIFY HOUSE DIMENSIONS, C>)„), SANITARY SEWER INVERT AND BASEMENT DEPTHS. ear, - BEARING'S & ELEV. SHOWN ARE ON ASSUMED DATUA" <?/)X 910.9 (IUD DENOTES PROPOSED ELEVATION DENOTES DIRECTION OF DRAINAGE El DENOTES METAL OFFSET SPIKE c::cpc:c=cx: DENOTES EXISTING WALL • DENOTES IRON MONUMENT FOUND O DENOTES IRON MONUMENT SET 1011.2 DENOTES EXISTING ELEVATION. oh w- DENOTES OVERHEAD WIRE DENOTES EXISTING FENCE DENOTES UTILITY POLE DENOTES BITUMINOUS -0 AREA CALCULATIONS ' 4v TOTAL LOT = ±18,751 sq. ft. Proposed House = ±2,086 Sq. Ft. Proposed Porch = ±109 Sq. Ft Proposed Driveway = ±930 Sq. Ft. 9144159 AM CST EXISTING HOUSE TOP OF BLOCK-916.O GARAGE FLOOR-915.4 914.7 S89.?.5148"E BENCHMARK TOP OF SPIKE **** 914.8 EL = 914.83 915.3 )< 913.2 911.7 TC 911.6 30 911.9 STMH TC 912.4x x913.0 37.11 < • 3 S89°.5.1'.48"E 914.7 BENCHMARK ____TOP OF SPIKE 914.8 EL = 914.83 4111:3V39 54.00 912 232.49 X912.2 913.5 tit - -X-91.24- • - - - • - .. • .. .. 912.8 X Ln. 910...i% 909'8 4Ki x 90g..4 X910 17.83 915.5 cd 4.00 914.6 0 X 914.8 914.9 ..... .. ..... ........ 6.00 915.4 I› 1 18751 sq. Ft. 0.43 acres X 914.8 .................. • • • ..... ......... X914.1 cn 909.0 X 910.3 ggs - 37.0 ' -co I .1: m; / 31.00 LU 0 it 12 13 14 15 16 17 is le ilo III 02 113 04 115 116 1 7 116 09 120 CRE LAND SURVEYING : MOO Blaine, MN 55449 = 783-238-8278 js.acrelandsurveyagmailcom 232.50 X 914.6 0 20 1 EXISTING HOUSE TOP OF BLOCK=918.0 GARAGE FLOOR-915.4 911.8 TC-CE 911.8 TC-CE LL..1 911.5 TC C_3 •=:C w LL.I oo 5 cm• a LiJ • ct- 5,e-r =cc' 16342 >-* CC - cs.j 0 911.3 914.4 I Ls 914.9 915.0 .0 ..........0 I N ........... 28 ................ o o c., 915.4 2.- 00 919 o I 912.3 ......... I ............. .915. .... • - • - WW 54.00 17 913.5 915.5 X 915.6 1€ 912.5 x91 3.1 914.8 CN °, I 5.3 x 914.7 1 (IUD DENOTES PROPOSED ELEVATION DENOTES DIRECTION OF DRAINAGE N DENOTES METAL OFFSET SPIKE C)CDCC) DENOTES DOSING WALL • DENOTES IRON MONUMENT FOUND O DENOTES IRON MONUMENT SET 1011.2 DENOTES EXISTING ELEVATION. 0.= DENOTES OVERHEAD %IRE DENOTES SILT FENCE 'IL DENOTES UllUTY POLE SEDIMENT 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 9. CONSTRUCT Sc 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. CivilSite OROUP 4931 W. 35TH ST, SUITE 200 ST. LOUIS PARK, MN 55416 CivilSitaGroup,com Matt Pavak Pat Sarver 763-213-3944 952-250-2003 S89°51'48"E 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, BID 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. 56XX TRACY AVENUE EDINA, MINNESOTA LDK BUILDERS, INC. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WTH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 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 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. NORTH /27s--zio ISSUE/SUBMITTAL SUMMARY I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION, 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. MATTHEW R PAVER P.E. 1.0 DATE 8--1. LICENSE NO. 44263 X 908.2 909. STORMWATER, SEDIMENT & EROSION CONTROL CONTACT: Larry Kuperus LDK Builders Inc. Phone 612-685-9066 Fox 320-369-4536 914.7 912.9 BENCHMARK / TOP OF SPIKE/ EL = R. PROPOSED ELEVATIONS GARAGE FLOOR = 915.4 TOP OF BLOCK = 915.8 LOWEST FLOOR = 908.1 FIRST FLOOR = 917.6 .............. .. • • 912.7 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. =T. DESCRIPTION 8/29/13 CITY SUBMITTAL 11/21113 NEW HOUSE PLAN AND TOPO IN FEET ) 1 inch = 20ft. STORM WATER MANAGEMENT & EROSION CONTROL PLAN