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Home My WebLink About3311721230044-02172015Found Property Monument SE IRON Set Property Monument IRON (Minn. Reg. No. 23677) Concrete Concrete Curb Fence Overhead Electric Underground Electric Underground Telephone w w Water Gas Sanitary Sewer Storm Sewer I=1 Electric Meter Electric Box O Power Pole Catchbasin Catchbasin Air Conditioning Unit Deciduous Tree (Dia. in In.) Coniferous Tree (Dia. in In.) Light Pole O Sanitary Manhole Storm Manhole Existing Contour Existing Spot Elev. Gutter Existing Spot Elevation Proposed Spot Elevation Existing & Proposed Drainage LEGEND ▪ FOUND // 906• - - X 851.27G X 934.3 X (934.3) - ........ Lr) to 0) F.F. EL.=948.09 EX ST NG, HOUS‘E, \ \ 7 w :W- 19.4 . • . • . • - • • • • SPORT: • r;,5•• u RT • .• • 171 FND IRON Iri N") EXISTING HOUSE F.F. EL.=940.50 -\ LI Li \_} F.F. EL.=940.40 L. V I LC L_ \ z_ / 7-1 /Th ' 1-) 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. Date' February 17, 2015 1/ T omas E. Hodorf Minn. Reg. No. 23677 30 15 0 30 SCALE IN FEET C RTIFICATION: F F t__ • • EL.=946.96 EXISTING HOUSE\ \ / X F. F. _ EL.=944.19 EXISTING A/C UNIT "P. HOUSE DETAILS: 5624 BERNARD PLACE 1-STORY HOUSE FOOTPRINT AREA = 2,256 SQ. FT. LJ :C1 • >r • 0• • • "• • F- '• . .*b •"- *CD IC) LJ tC \ I /30 I vc? 30 \• FND .I, IRON vt.-A Z PROP. DRIVEWAY TO -PROPEIRTY-liNE (TIE INTO FUTURE CURB & APRON) '5 SEE DETAILS A) 17.9 HSJ BENCHMARK TOP OF NAIL EL=937.60 \ 4 N M :) 11.1;#-/ RI:r ATIO 11 a liZ .,-1 I CVd-a ••,,ip O" of / I t 0)I , k ( 0,x . IA , :-b FSE O PlS9' P I 1111 ) l''' hs- j I 4( () 1 <C 1 I 1 > , Jo. I •I I . 4'1 I ki_ _ CODS., I li /PROPSED I, IL REM S O T vE AIRs ---,\, )61-17/ ADDITION TREE r 730 27.0 60 3 'ss 00, 0 I- LIQ I-I . . • / 15.6 57TH AVENE WEST _EXISTING CURB-CUT r TO REMAIN SET REMOVE Nc N -941-\V-1 ?j-o176-9, 0 Flow IRON TREE •-• z 42- 1/_ - 176 PROPOSED, )< PORCH at STOOP -M.., ":°)' I P ROBED AJ •••._ I .59 4 !ft. 1p DEWALIC-c-u„ ,Q BITUMINOUS cn/ gS £'6, \ 939. --- 6 \ .s -- qs, \ / 6),i BITUMINOUS r:Ir-pt.xl A Dr-‘ ) '9to I A eN I- `9' REMOVE B® C.. 1 \I NI Inl \L. I / i - \ ‘ L- r\-#L- I - TREE _SET F.F. /,, \ 9/ / c, FND ‘9=943.08 ' '9`? i r- IRON I- IRON /4' (9. 4' i , 'di - - -"- •-g- - •,D 6, / /- -60 I u' c55 / PO I 7 6 6- a) I I c.c., I 9s 0 cP ',16, i ,-.S ....--- 'us, s6., ,-- ^) --> 0, ----- - -938- v?3 I sc, I 'tis s?,yr" I X -4- .4- cs) , 44? -; 22.4 .9;C,' _tx r•-• >e 943 00;ii GENERAL NOTES: 1. The bearing system used is assumed. 2. The location of the underground utilities shown hereon, if any, are approximate only. PURSUANT TO MSA 216D CONTACT GOPHER STATE ONE CALL AT (612) 454-0002 PRIOR TO ANY EXCAVATION. 3. Site area = 17,419 square feet = 0.400 acres. 4. This survey was made on the ground. 5. No current title work was furnished for the preparation of this survey, legal description, recorded or unrecorded easements and encumbrances are subject to revision upon receipt of current title work. 6. Verify dimensions and elevations per latest house plan prior to construction, this survey relied upon plans from W.B. Builders, Project 14-9, date 2/16/15. 7. Elevation datum is based on NAVD 88 data. 100.000 (NAVD 88) = 99.814 (NGVD 29) Bench mark is located Top of Nail (AS SHOWN ON SURVEY) Elevation = 937.60 (CONT.) `9""o X PROPOSED WINDOW (I) & LIGHT WELLS • .-- PROPOSED A/C UNIT PROPOSED F.F. ' CANTILEVER EL. = 945.12 PROPOSED SUNROOM • SLAB ON GRADE ---*".1 4 FT PERIMETER FTGS. I r-N -r A / L ‘J I "1- SET __// IRON LEGAL DESCRir- 10N: Lot 3, Block 4, MELODY KNOLLS 3RD ADDITION, Hennepin County, Minnesota, including adjacent half of vacated street. PROPOSED VOUSE I GARAGE DETAILS FIRST FLOOR = 945.12 SUNROOM = 944.62 BASEMENT FLOOR = 936.89 (NOT VERIFIED) GARAGE SLAB = 943.08 *Verify dimensions and elevations per latest house plan prior to construction. Lh] 13.2 crt 25.7 GENERAL NOTES (CONT.) 8. Existing Impervious Area details. Total Site Area: 17,419 square feet Total Structure Impervious Area: 3,705 square feet House Area: 2,256 square feet Patio & Sport Ct. Areas: 1,449 square feet (1,599-150) Percent of Total Site Area that is Impervious: 21.27% 9. Proposed Impervious Area details. Total Site Area: 17,419 square feet Total Structure Impervious Area: 4,544 square feet House & Prop. (Garage & Sunroom) Areas: 2,685 square feet Patio, Fire Pit, Porch & Walk & Sport Ct. Areas: 1,859 square feet (2,009-150) Percent of Total Site Area that is Impervious: 26.09% S 0.27'28" W 130.00 .--. 4 L_V I MI rn • nV cC 30 1r1 F.F. EL.=947.64 7 ro LO X' I ir :4° I 1 In ^P X •••• • - 30 I • F. EL -945 05 I - \: Revision History: 6/10/15 add drainage swale CAD File: 201439501 DWG Path: J: \ 201439501 \DWG\ SEDIMENT AND EROSION CONTROL NOTES CONSTRUCTION SEQUENCING 1. INSTALLATION OF SILT FENCE OR 810-ROLL AROUND SITE 2. DEMOLITION OF EXISTING STRUCTURES IF ANY. 3. CLEAR AND GRUB, 4. CONSTRUCT NEW STRUCTURE 5. 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 8UT IN NO CASE LATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. THE NORMAL WE i IED 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 SHE, 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 TOA 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 ASA 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 ASA 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 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 ISA 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. TEMPORARY DE-WATERING - DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) RELATED TO THE CONSTRUCTION ACTIVITY THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TOA SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER, DOWNSTREAM LANDOWNERS OR WETLANDS. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP, SAND BAGS, PLASTIC SHEATHING OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. ADEQUATE SEDIMENTATION CONTROL MEASURES ARE REQUIRED FOR DISCHARGE WATER THAT CONTAINS SUSPENDED SOLIDS. FILTER BACKWASH WATERS MUST BE HAULED AWAY FOR DISPOSAL, RETURNED TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. DISCHARGE OF THE BACKWASH WATER TO SANITARY SEWER IS ALLOWED WITH PERMISSION OF THE SANITARY SEWER AUTHORITY SOIL COMPACTION PRECAUT1014S THE PERMITEE MUST MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL. MINIMIZING SOIL COMPACTION IS NOT REQUIRED WHERE THE FUNCTION OF THE SPECIFIC AREA OF THE SITE DICTATES THAT IT BE COMPACTED. METHODS FOR MINIMIZING COMPACTION INCLUDE THE USE OF TRACKED EQUIPMENT, AND STAYING OFF OF AREAS TO BE LEFT fie/IA 251. CBUIP .1931 W. 35TH ST. SUITE HOD ST. LOUIS PARK. MN 55416 CivilSileOrou0.com Malt Pavek Pal Sarver 763213-3944 952-250-2003 1-11,111:L1EL E. I.. 41/1 STORMWATER MANAGEMENT AND EROSION CONTROL PLAN 1=0 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR R PORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THA I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 72((? Matthew R. Pavek DATE 06/12/15 LICENSE NO 44263 SILT FENCE 1"=16'-0" (651) 454-0002 LOCAL 81-0" 0 18-8° PHER STATE ONE CALL VWWV.GOPHERSTATEONECALL.ORG (800) 252-1166 TOLL FREE ••••••••••••••••••••• •• • • • • • • ••••••• ••••••••••••••••4•4•4•4•41: = = ' ' I 'PRIOPOS ED 4DE WALK -\ PROP. DRIVEWAY TO -PROPERTY JtN , (TIE INTO FUTOKE CURB &.,,APRON) • \. r), 1 I I -• 1— ' — R MOVE ,--- r \: . 1/ ;— ROCK - /'' T EE F .F ./,_ 7 ."... , : CONSTRUCT)-ON _ ' "1 1 '' L \ / ENTRANCE/ : IRO ,. N i g It \ 6 / / — Loa 6,, — — — — ,r- -4- -28.0- '25 I/ IN .GOELOOEL__,_93-7 HSJ BENI7HMAP.i, TOP OF NAIL - EXISTING.. CURBT CUT -1` IFPE N /TO R ERA I Ni I G-P-9F - s\\ 57TH AVENUE WE'F. STABILIZED CONSTRUCTION ENTRANCE , II of?, R.Ery ME— ri I- TREE - --1 L ) , C.9 *„, 130.00 Fran - 1R01‘.1 • V,- ,,% '`')' Po --7 % 03''' )1.: 17. 5 1 ----, \'-f()) "3) ..- \\>, I \ "D. AD" TR±E \ PIOTECTI,ON I PROPOSED ! GAR AGE 'AD fl REMOVE TREE PROPOSED PORCH & STOOP FINISHFIO FLOCS' ELEV. R1-:F/AfEr, OPOSED ATIO 0) V SILT FENCE \ • / - PROPOSED WINDOW (St LIGHT WELLS PROPOSED _ - A/C UNIT PROPOSEQW CANTILEVER El ,11.12 —94s. PROPOSED al NROOM SLAB ON GRADE ---- 4 FT PERIMETER FTGS. DENOTES INLET PROTECTION DEVICE DENOTES TREE PROTECTION DEVICE BM HNC:: ) • TREE PROTECTION INLET PROTECTION AT ANY DOWNSTREAM CB'S RECEIVING RUI4OFF, FROM SITE - /- / 1 1 I IJ i nn t IJ /..ut `.7HED HI CCA r DENOTES DIRECTION OF DRAINAGE DENOTES EXISTING ELEVATION. DENOTES EXISTING FENCE ••• DENOTES SILT FENCE UN-COMPACTED. METHODS TO PRESERVE TOPSOIL INCLUDE STRIPPING AND STOCKPILING TOPSOIL PRIOR TO GRADING OR EXCAVATION OPERATIONS. 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. POLLUTION PREVENTION CONCRETE WASHOUT- SHALL OCCUR OFF-SITE HAZARDOUS WASTE STORAGE AND HANDLING - OIL, GASOLINE PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST. BE IN COMPLIANCE WITH MPCA REGULATIONS. STORMWATER 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 & EROSION CONTROL CONTACT: SCOT WAGGONER 5617 BERNARD PL EDINA, MN 55436 612-965-2655 SCOT@WBBOILDERS.COM IMPERVIOUS CALCULATIONS: EXISTING IMPERVIOUS SURFACE = 4,604 SF PROPOSED IMPERVIOUS SURFACE = 5,480 SF \L? F FINL:Lirri F LOOP. EE I'I NOTES: SEE. SURVEY, BY HARRY S. JOHNSON INC., DATED FEBRUARY 17, 2015 FOR PROPOSED HOME ELEVATIONS 8 GRADES EXISTING DRAINAGE PATTERNS DRAINING OFF SITE SHALL NOT BE ALTERED. PROPOSED IMPERVIOUS AREA IS GREATER THAN EXISTING, HOWEVER, THE TOTAL AREA AND IMPERVIOUS AREA DRAINING TO ADJACENT PROPERTIES IS LOWER IN THE PROPOSED SCENARIO, THUS THERE IS NO INCREASE IN PEAK RATE OR VOLUME OF STORM WATER RUNOFF TO ADJACENT PROPERTIES ISSUE/SUBMITTAL SUMMARY DATE 0/12/15 DESCRIPTION ITY SUBMITTAL REVISION SUMMARY DATE DESCRIPTION x x x x w w w O O 0 0 SET r- IRON 0,, I 0 LiJ Lu] ‹C 60 EL.= 946.96 30 15 0 T omas E. Hodorf LEGEND. ID‘,__ FOUND (i) I- z < I- _I E z 0 0 6 ° ci 0 (1) L_ 0 C.) N 0 6 0 a) '4- x >, i- Lr) o 0 0 Z '''3 2 Lo b_ > >, S- 0 D > (1) '' > (.0 L- fX d L= z 0 < V 1: . •(,)--, D I >.. rn Pr) 0 uj 12 - Lo in 6 .-, 2 , > , 1 1 ix -,, 0 , ,,t. E • A-, ›- - QOM E--------,.=.• r•-, N N0 • • <IX QZ CD(C) -•=r1--- 09 09 E I .__i 0) 02i .._....4.11 Found Property Monument SET IRON Set Property Monument IRON (Minn. Reg. No. 23677) Concrete Concrete Curb Fence Overhead Electric Underground Electric Underground Telephone Water o Gas Na- Sanitary Sewer mi-- Storm Sewer Electric Meter Electric Box Power Pole Catchbasin Catchbasin Air Conditioning Unit Deciduous Tree (Dia. in In.) Coniferous Tree (Dia. in In.) Light Pole Sanitary Manhole Storm Manhole Existing Contour Existing Spot Elev. Gutter Existing Spot Elevation Proposed Spot Elevation Existing & Proposed Drainage GENERAL NOTES 1. The bearing system used is assumed. 2. The location of the underground utilities shown hereon, if any, are approximate only. PURSUANT TO MSA 2160 CONTACT GOPHER STATE ONE CALL AT (612) 454-0002 PRIOR TO ANY EXCAVATION. 3. Site area = 17,419 square feet = 0.400 acres. 4. This survey was made on the ground. 5. No current title work was furnished for the preparation of this survey, legal description, recorded or unrecorded easements and encumbrances are subject to revision upon receipt of current title work. 6. Verify dimensions and elevations per latest house plan prior to construction, this survey relied upon plans from W.B. Builders, Project 14-9, date 2/16/15. 7. Elevation datum is based on NAVD 88 data. 100.000 (NAVD 88) = 99.814 (NGVD 29) Bench mark is located Top of Nail (AS SHOWN ON SURVEY) Elevation = 937.60 (CONT.) 9 0.0 GENERAL NOTES (CONT.) 8. Existing Impervious Area details. Total Site Area: 17,419 square feet Total Structure Impervious Area: 3,705 square feet House Area: 2,256 square feet Patio & Sport Ct. Areas: 1,449 square feet (1,599-150) Percent of Total Site Area that is Impervious: 21.27% 9. Proposed Impervious Area details. Total Site Area: 17,419 square feet Total Structure Impervious Area: 4,544 square feet House & Prop. (Garage & Sunroom) Areas: 2,685 square feet.... Patio, Fire Pit, Porch & Walk Be Sport Ct. Areas: 1,859 squar<tet (2,009-150) Percent of Total Site Area that is Impervious: 26.09% LEGAL DESCRIPTION: Lot 3, Block 4, MELODY KNOLLS 3RD ADDITION, Hennepin County, Minnesota, including adjacent half of vacated street. PROPOSED HOUSE GARAGE DETAILS: FIRST FLOOR = 945.12 SUNROOM = 944.62 BASEMENT FLOOR = 936.89 (NOT VERIFIED) GARAGE SLAB = 943.08 *Verify dimensions and elevations per latest house plan prior to construction. _ -906- - -- X 851.27G X 934.3 X (934.3) SET Flow IRON -941- \\ 0 939 'N \ "-- ---..,1,-5,‘ ,, ----- , X ) qr-pksi A p r1 '90 I A iNc: rx F.F. _ /s' \ 949 is Ncf ) r- - IRON L., C_. A 1 4 in m...f/ I 4__/-1‘...i.._ 03 FND '9Et„,=943.08 / .,.; -6 6- o) I o .•47"----, .95,, 6 ,,s, 6,, , \ BITUMINOUS 6, PROP. DRIVEWAY TO TIE INTO FUTURE CURB & APRON TO E P L= 0 9 F 3 r 6 I 0 L \ HSJ BENCHMARK --\ 10 K M 0 ° 938- BITUMINOUS HOUSE DETAILS 5624 BERNARD PLACE 1-STORY HOUSE FOOTPRINT AREA = 2,256 SQ. FT. rn oci E.F. \ EL.=948.09 \ HOUSE \ EXISTING HOUSE\ \ F.F. EL.=944.19 (:)". SCALE IN FEET C RTIFICAT1ON • 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. LO Minn. Reg. No. 23677 I T/ o6 ri . . • COO RT • 413ROP.ogo.:_ .SL1 00 rn X S 0.27'28" W 130.00 IN IM <0 r\-r .-- '27.0 321\ I P^) 7 T- - ' „nrn /111/ LI CARA E ' / II er? tom_ CONC.HROPSED STAIRS -(2-1. I i 1 /1-ADDITION 0 nt 730 •• N_ _ 577., 7 1 • FND ,.1,,,,, IRON 30 '4T: 0) 0 ;3)13.4 o0-tin, Z / /30 '9'(7 /15.6 <- / a • . • • 30 945.05i I-- cn LuJ :3r• 30 EXISTING \ GA:RA' \__FND IRON L15/_ 942- / PROPOSED PORCH Sc STOOP'i.,, N') ••••• X 9 15115.61. ( CD* I .4" (3) 1 417 t 1.0 rn PROPOSED WINDOW ,_,/-11) & LIGHT WELLS PROPOSED CANTILEVER t-.5. F.F. EL. =945.12 m / SET IRON id F.F. L._ EL.=940.50 ▪ ( I 1..„_4^ 0\-1 Li 1- - F.F. EL.=940.40 I r's L. \_/ I 'tel \ CC D O se, CO CAD File: 201439501.1)WD Path: J: \201439501\DWG\ Dote. February 17, 2015 Revision History. F.F. EL. =947.64 /7 1 00 NI- 0- 2 0 °P