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Home My WebLink About2002824310154-06292016Call 48 Hours before digging GOPHER STATE ONE CALL. Twin Cities Area 651-454-0002 MN. Toll Free 1-800-252-1166 Conditions of Demolition/Moving 4' construction fencing shall enclose existing basement perimeter and excavations with slopes steeper than 1:1. Attach fencing to minimum 5' posts buried l' and spaced at a maximum 10' on center. Enclose stockpiled soils with properly installed silt fencing. Property must be restored within thirty (30) days of buildin demolition/move - utilities abandoned at the property line with a permit, foundation demolished with a separate permit, debris removed, demolition excavation filled to match adjacent grade and seed or sod placed and maintained at disturbed areas OR a permit must be issued for a new structure within thirty (30) days of the building demolition/move. .„1 -•_ BITUMINOUS - G 33.8 hiclo: Depending upon 0011101failOrl, WW1 fabriC to wire mesh with hog flings, steel posts with tie villas, or wood poste «WM staples. Figura 63-2: Typicat inetallation for MU fence my- DENOTES DECIDUOUS TREE x 999.99 DENOTES EXISTING SPOT ELEVATION DENOTES EXISTING CONTOUR LINE 6 I 35.0 898 7 es r- k I rn 'SI-- I I 11\11 I _ S. S.d I v 594 NOTES 1. THE BASIS OF THE BEARING SYSTEM IS ASSUMED. 2. NO SPECIFIC SOIL INVESTIGATION HAS BEEN COMPLETED 3. CONTRACTOR SHALL VERIFY PROPOSED ELEVATIONS.. 4. NO TITLE INFORMATION WAS PROVIDED FOR THIS SURVEY. THIS SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD. 5. EXISTING UTILITIES AND SERVICES SHOWN HEREON OWNER LOCATED EITHER PHYSICALLY ON THE GROUND DURING THE SURVEY OR FROM EXISTING RECORDS MADE AVAILABLE TO US OR BY RESIDENT TESTIMONY OTHER UTILITIES AND SERVICES MAY BE PRESENT. VERIFICATION AND LOCATION OF UTILITIES AND SERVICES SHOULD BE OBTAIN FROM THE OWNERS OF RESPECTIVE UTILITIES BY CONTACTING GOPHER STATE ONE CALL AT (64I 44Q00 PRIOR TO A.11.....Y DESIGN, PLANNING OR EXCAVATION. 6. ELEVATIOWN1481emgEBARThimEDINA BENCHMARK DATA (NGVD 29) MAY 2 i 2016 MOH Confirm property may be Redevelo nor to demolition 14, A emolition permit provides no Assurance of permitted future uses HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION. ND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. Yead ese DATED: 05/05/2016 VLADIMIR SIVRIVER LS. NO. 25105 Krn Oil' SURVEY CA 0 20 , 40 HOA\c-; 30 4.2) SCALE IN FEET ,EGAL DESCRIPTION _ot 17, Block 7, HARRIET MANOR SECOND ADDITION, Hennepin County, Minnesota, according to the recorded plat thereof, including the adjacent half of vacated Alley. Wire mesh reintoteerrient (opeinal) Engineering lebrio Residential Temporary Rock Construction Entrance/Exit SILT FENCE MUST BE INSTALLED PRIOR TO DISTURBING VEGETATION Melal or w pc,st or slake e"-- v.2;ffkr, .--" -16 Initial length -To front yard setback line alter backfill Fabric anchorage trench backfiR with lamPed Mimi soli Direction of runoff Dm 6" minimum thickness ,•, « : inch minimum 1 112" to 3" washed rock 900 6.9.-114 4.7 -c x 901.4 BLOCK RETAINING WALL 901.3 N 89 40'01 "W 134_85 12' minimum Non-woven geotestlie drainage fabric under - - 6 inch minimum 5.1 - - ------ - .[„7/ /•/ 2/ 89 EX. GARAGE /..+! oC FFE=898.96 ' r • 127.941(P) 127.86 M c31 DRIVEWAY vs 8 98. 5 t , 6 • •-• -',/".„24 2 / /./ -7/ 7 Failure to install the Construction Entrance before disturbing the site soils and/or failure to maintain the Construction Entrance will result in Enforcement action by the City. 897.1 x / 898,4 1,4 A I es. 1 \VI /..1 1 \ 1 1 1 Fes III/ %I •. 1 \ 54 • I 20" MAPLE I \\ 28" 314APLE / - / e DENOTES POWER POLE DENOTES ELECTRIC METER DENOTES AIR CONDITIONER DENOTES OVERHEAD ELECTRIC EXISTING HOUSE #5925 FFE=900.27 ••••n••• I 6 NCING IIIR7i) < DE 898.6 12Z94 (P) 127.85 Ad) 10 0.2 S89 *40'01"E 134.85 /, EXISTING HOUSE #5929 / 9 14 16 CALL rOP itki801.411 '5982 828 0372 Rrith PERMIT tql,V4E nd ADDRESS I I . I I ..11t'P'ence and ClOn§Oud4ti Entrance -Footing „ -.Foundation WAII ...Founcliktion <fill REFEJMOir4/4100RE,Ly ELEVATION = 894. QUADitelLiNnaTatOtLtio6OTHn _ h ST WAND ZENITH AVE s __ -DrywMi _rrtilaSonry Pireplam FinI A r',.r-.. I II I I %L JL I I e • I I BUILDING SETBACKS HARDCOVER EXISTING BUILDINGS EXISTING CONCRETE/BIT SURFACE TOTAL LOT AREA EXISTING HARDCOVER 1,041± SQ. FT. .1.,209± SQ. FT. 6.742± 80. FT. 33.4± % ZONING: HOUSE: R1 = RESIDENTIAL FRONT = 33.8 FT (EXISTING), AVERAGE ADJACENT = 38.35 FT SIDE = 5 FT (FOR GARAGE) SIDE = 10 FT (FOR HOUSE) REAR = 25 FT CITY OF EDI NA DESCRIPTION BY NO. DATE 4011011.41414 JOB NAME: 1-10ANG DO FIELD WORK DATE: 4/30/16 DRAWN BY: CO PROJECT NO 16-046 I LOCATION: 5925 ZENITH AVE S EDINA, MN 55410 SHEET NO. 1 OF 1 A FIELD BOOK NO.: EDS-13 CHECKED BY: VS TITLE Figure 2: Site Detail Map PROJECT Hoang Do; GG Homes 8160 Co Rd 42 W #300 Savage, MN 55378 (;) • *- .44 r • • I ' .:*."14. 4 poo ,/ \ 4.7 ---.)1 I I 1 I BITUIAINOUS DR / — I 1 r- r. r• I I 11511 i I 35.0 41.35 894.2 127 / on, f I -4— 0.1 02' EXISTING HOUSE #5029 -for_ //////////// A .7 • ' A;# PROPOSED GARAGE FFE=899.00 PROPOSED HOUSE TOB=899.67 fFE=901.23 BASEMENT,991.55 4Atmlir - , 4air/7, ED ' Itiara=1611 S89°40'01"E 134.85 EXISTING HOUSE #5921 PLAN OANG DO 16 /, x 901.4 001.3 BLOCK RETAINING WALL LEGAL DESCRIPTION Lot 17, Block 7, HARRIET MANOR SECOND ADDITION, Hennepin County, Minnesota, according to the recorded plat thereof, including the adjacent half of vacated Ailey A r. ••n k I 11 I I I I I I I I 1151 I.! 4, I 1 -1=r, APLE Z/ x 36 r. • ..-CMnally. =war 5 to ""••nn0" 1•"'""24.%; I 2 I 7 x 999.99 DENOTES EXISTING SPOT ELEVATION ,- -999- - DENOTES EXISTING CONTOUR LINE DENOTES PROPOSED BITUMINOUS SURFACE -4— DENOTES DRAINAGE FLOW DENOTES PROPOSED ELEVATION 1999.991 Cal 48 Hours before digging GOPHER STATE ONE CALL Twin Cities Area 651-454-000 MN. Toll Free 1-800-252-116E A: 15 foot sloped/stepped excavation for type C soils 1,5 to 1 backslope B 2,5 foot excavton beyond Wit of footings shoring per design, C: 15 foot sloped/stepped excavation for type C soils 15 to 1 backslope 2: 25 foot excavton beyond limit of footings. Instol shoring per design, Failure to use specified Shoring (Soil Toots LLC) MU cause this design to be null and void, EXISTING HARDCOVER EXISTING BUILDINGS EXISTING CONCRETEST SURFACE TOTAL LOT AREA EXISTING HARDCOVER PROPOSED HARDCOVER PROPOSED BUILDING TOTAL LOT AREA EXISTING HARDCOVER 1,041± SQ FT 1,209t SCI FT 6742± SO FT 33 40 % 1,041± SW FT 6 742± SQ FT 15 44t % REFERENCE BENCHMARK ELEVATION = 894 47 (NAVD 29) TNH NE'LY QUADRANT OF 60TH ST WAND ZENITH AVE S JOB NAME: HOANG 00 LOCATION: 5925 ZENITH AVE S EDINA, MN 55410 FIELD WORK DATE: 4/30/16 [FIELD BOOK NO.: ED0-13 NO. DATE CESCRIP7ION NOTES 1 THE BASIS OF THE BEARING SYSTEM IS ASSUMED 2 NO SPECIFIC SOIL INVESTIGATION HAS BEEN COMPLETED 3 CONTRACTOR SHALL VERIFY PROPOSED ELEVATIONS 4 NOTITLE INFORMATION WAS PROVIDED FOR THIS SURVEY THIS SURV DOES NOT PURPORT TO SHOW ALL EASEMENTS or RECORD 5 EXISTING UTILITIES AND SERVICES SHOWN HEREON OWNER LOCATED EITHER PHYSICALLY ON THE GROUND DURING THE SURVEY OR FROM EXISTING RECORDS MADE AVAILABLE TO US OR BY RESIDENT TESTIMONY OTHER UTILITIES AND SERVICES MAY BE PRESENT VERIFICATION AND LOCATION OF UTILITIES AND SERVICES SHOULD BE OBTAIN FROM THE OWNERS OF RESPECTIVE UTILITIES BY CONTACTING GOPHER STATE ONE CALL AT (061)454-0002 PRIOR TO ANY DESIGN, PLANNING OR EXCAVATION 6 ELEVATIONS ARE BASED ON CITY OF EDINA BENCHMARK DATA (NGVD 29) DRAWN BY; CC PROJECT NO.: 16-D46 CHECKED Si: VS SHEET NO. 1 OF I Full Wall Shoring Typical 1. Drive vertical supports with backhoe to depth. 2. Vertical supports no more their) four 14) feet apart 3. Place structural grid against the vertical support between the support and excavation wall, 4. Place plywood vertically betwen structurol grid and the excvatIon wall. 5, Remove shoring system prior to back filling 6, Replace in cradle or on trailer as directed, 7. Place drainage-tile out ide of the shoring, r Strength EXCAVATION TO SEC BACK AS NOTED Plywocul Squat c steel IsIbIr0 eqrey ) %VI Ix.. 1g 1111001. Lie :Wr! FREE STANDING SHORING SECTION (Patent Pending) 01.160.M BUILDING DEPARTMENT ,JUN'/i) 2016 BY CITY OF %=:)92_A5L _zeNiA4 14 LEGEND • DENOTES FOUND PROPERTY IRON o DENOTES SET 1/2" X 18° REBAR WITH PLASTIC CAP "PLS 25105" DENOTES CONCRETE SURFACE ,-- 999 --DENOTES EXISTING CONTOUR LINE —o---- DENOTES CHAINUNK FENCE 0— DENOTES WOOD FENCE O DENOTES SANITARY MANHOLE YCZI DENOTES WATER VALVE * DENOTES LIGHT POLE DENOTES GAS METER CU, DENOTES POWER POLE Ei DENOTES ELECTRIC METER Ri DENOTES AIR CONDITIONER - OE - DENOTES OVERHEAD ELECTRIC DENOTES DECIDUOUS TREE BUILDING SETBACKS ZONING R1 = SINGLE DWELLING UNIT DIST HOUSE FRONT AVERAGE ADJACENT = 41 35 FT SIDE n5 FT REAR = 25 FT rru. Typical Shoring Section Soil Investigation & Design, Inc. 2809 78th Ave. N Brooklyn Park, MN 55444 Metro 651-260-3783 Base ,rawing by E1DS pbrandt@soilinvesfigations.us POJECT NOS, 06272016SoilIDE 4 3 soilinvestigations.us SHEET OF