The URL can be used to link to this page

Home My WebLink About3211721130084-12312013(GRADE LOT WITH ADJOIN, SEE PREVIOUS , /tic' .7 AREA CALCULATIONS TOTAL LOT = ±18,749 sq. ft. Proposed House = ±2,774 Sq. Ft. 1-v I/ iul° GARAGE FLOOR = 915.3 m 414, !PROPOSED ELEVATIONS TOP OF BLOCK = 915.7 Proposed Porch = ±170 Sq. Ft. LOWEST FLOOR = 907.0 Proposed Driveway = ±1,016 Sq. Ft. FIRST FLOOR = 917.5 X-------- 914.8 -- 915.3 cro-TD DENOTES PROPOSED ELEVATION DENOTES DIRECTION OF DRAINAGE s DENOTES METAL OFFSET SPIKE cx:›c:cx=c> DENOTES EXISTING WALL • DENOTES IRON MONUMENT FOUND O DENOTES IRON MONUMENT SET 1011.2 DENOTES EXISTING ELEVATION. onw DENOTES OVERHEAD WIRE X DENOTES EXISTING FENCE cQ- ) DENOTES UTILITY POLE PROPOSED HOUSE 4\6' X 915.6 S89 1'48"E 32.50 915 912.6 56.33 CD X915.0 915.4 >< 910 4 BENCHMARK TOP OF SPIKE.. EL = 914.77 • 914.8 0 • 91 F. 7.83 915.2 I ] 914.9 915.0 MAPL 2 co ,s; 914.5 WW 909.4 TC 30 V e., 910.0 I GARAGE EXISTING GARAGE FL=910.0 910.1 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 Lane Surveyor under the lows of the State of Minnesota. 915 - - 915.0 56'33 ...................... • 71n 11n 4114 4-....14/ ••n n Ib 4n14 BENCHMARK 'TOP OF SPIKE EL = 915.05 56.35 1 912.5 915.2 .x. 914.g 232 50 N89°5148"W 015.3 A 910.7 911.7 909.1 5R.117-9,1-I•on LEGAL DESCRIPTION Lot 2, Block 1, KISER SUBDIVISION, Hennepin County, Minnesota. 3-63q -14F 2 Z JOB#13819HS Serving Twin Cities Metro kACRE LAND SURVEYING area and beyond p.liii 763-238-6278 jaacrelandsurvey*gmail.com I I II • 0 I 12 13 14 15 16 17 18 19 Ito 01 112 13 114 15 16 117 118 119 120 71- cti3 °P 6 1 40 W 0 0 1 4 "W X908.2 X909.2 CERTIFICATE OF SURVEY FOR: LDK BUILDERS, INC. ADDRESS: 5637 TRACY AVENUE, EDINA z3z,' NOTES - FIELD WORK COMPLETED ON DECEMBER 17TH, 2013. - HOUSE PLACMENT & ELEV. SET BY CONTRACTOR. - FINISHED GRADE ELEVATIONS ARE TO FINISHED SURFACE WITH 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 & ELEV. SHOWN ARE ON ASSUMED DATUM. SURVEY) X 915.5 2 Y-3 18749 sq. Ft. 0.43 acres OSHUA P. SCHNEIDER Date: 12-18-13 Reg. No. 44655 CI\Land Projects 2008\13819hs-Klser SubollvIslon\dwg\13819hs.clwg 12/18/2013 9159155 AM CST X91.2.7 10 910.6 10 NORTH ( IN FEET ) 1 inch = 20 ft. DEC 3 1 2013 (.6 0 05.8 X 914.6 X 91.4.2 912.4 cb\b` X 915.6 .1 912.5 915.3 S89 1'48"E 32.50 X 908.2 X 909.2 56.35 . . . . . 14.1. . In X 912. 7 ••••'' 56.33j 915 912.6 X914.6 10 _o 0 x915.5 X 91 1 . 9 SI D E W A L 4, 914.5 ww 915 col - - g15.0°)I 56.33 ................ . 914.9 91 4:5 00 ...... wp or- oPv ca• alm. • .or .or 4•9 411I, 98> EXISTING GARAGE GARAGE FL-910.O 910.1 BENCHMARK 'TOP OF SPIKE EL 915.05 x 915.2 to 415.0 915.6 915.4 Ef3 2 X 944.2 T. 18,749 sq. ft 0.43 acres 910.7 910.6 X 91 5.0 914.8 915.3 -X . ."C.5 232.50 ........... 912.4 909.1 N89°51'48"W SEDIMENT CONTROL 912.5 e 0 X 912.1 10 X X 0 20 PROPOSED HOUSE (GRADE LOT WITH ADJOINR„ SEE PREVIOUS SURVEY) BENCHMARK TOP OF SPIKE.. EL 914.77 %111/4 914.8 (.0 9147 37.13 Cp1 - 10 914.0 SV? g1.0 in 910.9 TC 910.8 ri Cl 914.9 4.9 co Ls/ cip csi 909.4 TC 30 V 1911.2 CRI2-3-) DENOTES PROPOSED ELEVATION DENOTES DIRECTION OF DRAINAGE • DENOTES METAL OFFSET SPIKE • 4:=CDOCD • DENOTES EXISTING WALL • DENOTES IRON MONUMENT FOUND O DENOTES IRON MONUMENT SET 1011.2 DENO1ES EXISTING ELEVATION. oh DENOTES OVERHEAD MIRE DENO7ES SLT FENCE `0. DENOTES UMUTY POLE 7.83 915.2 91.0 • a_ PROPOSED ELEVATIONS GARAGE FLOOR = 915.3 TOP OF BLOCK = 915.7 LOWEST FLOOR = 907.0 FIRST FLOOR = 917.5 3 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. 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 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. C615.8 DEC 3 1 2013 V V 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. S. STRIP AND STOCKPILE TOPSOIL 6. ROUGH GRADING OF SITE 7. STABILIZE DENUDED AREAS AND STOCKPILES 8. EXCAVATE FOR NEW HOME FOUNDATION 9. CONSTRUCT & BACKFILL FOUNDATION 10 CONSTRUCT NEW STRUCTURE 11. WHEN ALL CONSTRUCTION ACI1V1TY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL 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, MUTT 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 ILI 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 PROMDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 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. STORMWATER FINAL GRADING OF THE LOT SHALL PROMOTE SHEET DRAINING AND AVOID CONCENTRATION OF S •RM WATER FLOWS. FINAL GRADING SHALL MAINTAIN THE EXISTING STORM WATER DRAINAGE PATTERNS TO THE E ENT POSSIBLE AND PRACTICAL AS TO NOT CAUSE ANY DAMAGE TO ADJACENT PROPERTIES. STORMWATER. SEDIMENT & EROSION CONTROL CONTACT: Larry Kuperus LDK Builders Inc Phone 612-685-9066 Fax 320-369-4536 ( IN FEET ) NORTH 1 inch = 20 ft. 0013 S-63 Timc ar2 CivilSite ORCOUP 4931 W. 3571-IST. SUITE 200 ST. LOUIS PARK, MN 55416 ClvilSiteGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 CRE LAND SURVEYING Blaine, MN 55449 763-238-6278 js.acrelandsurveyegmad.com 12 13 14 15 15 17 18 To Ito ot 112 113 04 115 118 117 11E1 119 120 5637 TRACY AVENUE EDINA, MINNESOTA LDK BUILDERS, INC. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION. OR REPORT WAS PREPARED 8 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 PAVE K RE. DATE 12/1813 LICENSE NO, 44283 I. a•• ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION CITY SU MITTAL STORM WATER MANAGEMENT & EROSION CONTROL PLAN 1.0 j1.. 911.7 914.8 CX=X=C0C3 • 0 DENOTES EXISTING WALL DENOTES IRON MONUMENT FOUND DENOTES IRON MONUMENT SET 1011.2 DENOTES EXISTING ELEVATION. oh w DENOTES OVERHEAD WIRE DENOTES EXISTING FENCE co-, DENOTES UTILITY POLE ADJOI N7, Otk SEE PREVIOUS A (GRADE LOT WITH CC) bf..511 16 0 (0 X 914 2 NOTES - FIELD WORK COMPLETED ON DECEMBER 17TH, 2013. - HOUSE PLACMENT & ELEV. SET BY CONTRACTOR. - FINISHED GRADE ELEVATIONS ARE TO FINISHED SURFACE WITH 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 & ELEV. SHOWN ARE ON ASSUMED DATUM. SURVEY) X908.2 X909.2 2 co= 2.5 912.4 909.1 39i-10.2‘1•13.00 S 5631 -Ave, • LEGAL DESCIIPTION Lot 2, Block 1, KISER SUBDIVISION, Hennepin County, Minnesota. ELI 910.9 TC Lil Lv .4.01. 13k. 910.8 TC 00 oh w 913.5 914.9 - X 911:8, C4 Lô 91 Cr1 10 - nnn • .•n •• 914.7s 3713 I 914.0 SV? 915.0 n ......... • 915.0 MAP EMS11NG GARAGE GARAGE FL=910.0 415 0 915.0 56.33 910.1 X 915.2 914. BENCHMARK TOP OF SPIKE,' EL .= 915.50 ....... ........... 915.5 - --X 7.83915.4 -)V=)4- :1-015-D- 911.6 915.2 0 2.33 915.2 915. X910.4 915.1 I viA• co X ....... unw 915.0 232.50 N89°51'48"W S89 1'48"E 232.50 915.3 915.2 915-0 44.17 56.3 1 18749 sq. ft: 0.43 acres 916.7 911.7 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: 1-22-14 (restake house) OSHUA P. SCHNEIDER Date: 12-18-13 Reg. No. 44655 CI\Land Projects 2008\13819hs-KIser SubollvIslon\dwg\13819hs.dwg 1/22/2014 10100104 AM CST AREA CALCULATIONS TOTAL LOT = ±18,749 sq. ft. Proposed House = ±2,774 Sq. Ft. Proposed Porch = ±170 Sq. Ft. Proposed Driveway = ±1,016 Sq. Ft. PROPOSED ELEVATIONS GARAGE FLOOR = 916.1 TOP OF BLOCK = 916.5 LOWEST FLOOR = 907.8 FIRST FLOOR = 918.2 JOB#13819HS Serving Twin Cities Metro r iACRE LAND SURVEYING area and beyond r 9 763-238-6278 js.acrelandsurveyagmail.com I • I • • oi 12 13 14 is 16 17 18 is Ito in 112 113 114 115 116 117 118 119 120 V BENCHMARK TOP OF SPIKE 911.74 "•••... CERTIFICATE OF SURVEY FOR: LDK BUILDERS, INC. ADDRESS: 5637 TRACY AVENUE, EDINA 911.3 TC 911.2 TC 911.1 TC 911.0 TC 909.4 TC .30 911.2 56.33 PROPOSED HOUSE - • - • - • -1•,c4- 915 2.00 02,D DENOTES PROPOSED ELEVATION DENOTES DIRECTION OF DRAINAGE Eg DENOTES METAL OFFSET SPIKE x915.6 . . I _x. 915.3 914.7s ----SX-772. NORTH 0 20 1W1 ( IN FEET ) 1 inch = 20 ft. 905.8 CO 0