Loading...
HomeMy WebLinkAbout3011721120058-08312015T9'6 C 932.0:,-,RA..) .1 raoXEn--t' \1( Go of i\DIOP, 9 .0 TOP OF BLOCK = 930.1*- 928 FFE=931.1-9' 9295 ,•'" 5 EX. HOUSE J 29.5 ..... • 9.5\ •5 .......... 12.2 q . 20.3 923.6 929'5 I C@C5 2.9-3 -cmkA 1/2" PINCH TOP IRON PIPE i i 9 ) 3. 91N:0 0itt:ncbm,t: i(n zll (930 932'5 IC .9j • •gr• S 933.\ 933'°2 -(©S RIM=933.03 933-2 INV.=920.73 IC 935. 933-5, 07 1c ®0 RIM=933.46 INV.=921.4 931'9 FEE = EXISTING PROP] 3 AND THE NORTH 10 FEET 2, ALL IN BLOCK 14, MENDE 935-6 044°- 9-354 , 'CERTIFICATE OF SURVEY FOR: SWEDISH CRAFTSMAN PROPERTY ADDRESSO#408 GRIFFIT STREET,fiDINA, MN 30-117-21-12-0058 -3i° ‘.r/ • • OD SE 30-117-21-12-0057 30-117-21-12-0059 926-610926.6 911.5 38.8 NORTH 0 30 ( IN FEET ) 1 inch = 30 ft. 9333" 92-91 _ 'R.29 934-° ° 0 952. z .Th .5 S89°18'40"E jr9.5-t 175.02 >, 929. 4 6.929. ...... • 0 o5C • • 32.3 EX.GARAGE FLOOR=933.37,, 3.9 N:4 93-5.9 N 933. 14.0 . EX. HOUSE105----%539-b. FCC" 18.7 ck 14.0 c;10.0 932.6 0 32:7 OLD WELL HEAD 933.0 932.8 934'0 933.2 1k! FOUND-.f,`.1, RLS#1 3594,0) ---- 42.4 )( 934 5 A ...... . ............... BITUMINOUS 42.4 -- 932.9 F 52-3 2 5 EA 9 c-F3 932-5 93\ '93 \ .9 INVA g2-0 10.0 13 331 AREA ( LOOKOUT = 933.8 TOP OF BI,OCK = 938.2 955 9 EX. HOUSE 93.1 3i .9 FN ' 932. 1/2" PINCH TOP IRON PIPE 932-Z 06 3.3 E.ct2-5 y.9-0 NOM .... LOT 3 ........... 8AA'1°- y, 933 2 104.9 936 936,1511 54iioA 934-40, 93.3 ' DENOTES CONCRETE DENOTES BITUMINOUS LOT G DENOTES EXISTING TREE LOT DENOTES GAS METER/BOX DENOTES CURB STOP DENOTES SANITARY SEWER MANHOLE 0 DENOTES STORM SEWER MANHOLE O DENOTES CATCH Temporary Rock Construction Entrance/Exit -16' Initial length -To front yard setback ilne after backfill • qr. lotr :fp:4W*. '0,*(4,101:110:t*.- n 4447.4.1;14*(tts 14-,gr.•144,:•••• "-listar:41.'affr Non-woven geotextile drainage •c 12' minimum fabric under 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. CURB Cr STOP X 932" 6 Y 5 WOOD FENCE „ 9,3ct,4•_E. .0- GoiL • s / .... • L 934.5 ‘kSk - / r SPg°C 175.09 S89°22'07"E\t" c,E:\ gg'3- LEGEND • DENOTES IRON MONUMENT FOUND DENOTES EXISTING FENCE x1011.2 DENOTES EXISTING ELEVATION. 932. 6" minimum thickness 1 1/2" to 3" washed rock Confirm property may be demolition Kriel post or stake Arcs Mesh mintcorcement (o9li0na4 Engineering tabrio SILT FENCE MUST BE INSTALLED PRIOR TO DISTURBING VEGETATION CI\Users\Owner\OneDrIve\CAD-11:0 ed A demolition pe provides no Assurance of permitted future uses 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 building 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,*y (30) days of the building demolition/move. BENCH TOP NUT FIRE HYD. AT : & GRIFFIT ST. ELEV. = 9 BENCHMARK WEBSITE) NOTES - CITY TO VERIFY ALL BUILDINGS El - Bearing's shown are on assum - Field survey conducted on 0 - This survey was prepared wil titlework. Easement, appurter may exist in addition to tho: survey is subject to revision insurance commitment or at three:lien ot runt:403w Fabric anchorage trench with tamped .nalural sou • .7;"-e n -• Nattatill soli InC‘1;rrilnhytjtà a 6 inch minimum Note; Depending upon configuration, atIaCh fabric to wire mesh with hog rings, steei poste with fle wires, Of wood posts with -elapse. Figure 8.3-2: TyW,,ef Inelsiiintion fur titlt lance NORTH 0 30 ( IN FEET ) 1 inch = 30 ft. 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 PLE JOSHUA P. SCHNEIDER Date: 8-13-15 Reg. No. 44655 fCRE LAND SURVEYING l Serving Twin Cities Metro area and beyond F 9 763-458-2997 acrelandsurveymgmailcom I I II • LD 13u) Lo rpcE pQ1Cc..T br'r ILDING PERMIT SURVEY PROPERTY ADDRESS: #408 GRIFFIT STREET, EDINA, MN OR: SWEDISH CRAFTSMAN PID #'s 30-117-21-12-0058 30-117-21-12-0057 30-117-21-12-0059 6 92.6.61 926 926i° 928 92-9. qs 5' WOOD FENCE CO CD'. 040 929 or- 952-3 _AN 931 ...NORTH 932. 1/2" PINCH TOP IRON PIPE 932 - 1.1-- 9J7 933• / F-A/ 932-(3'11 93A :S / 929.8 ...... b 0 .930- ............ . seva: 0 CN TOP OF BLOCK = 930.1 FFE=931.1-v- EX. HOUSE 929-4 •gri 9294 931 93 929.6 S89°18'40"E 175.02 921.5 38.8 - 929.3s -cc@° 995.6 ctVA 1/2" PINCH TOP IRON PIPE Eg25 95Ac.I.v\z.sia B\R 9-56.S .936 .. ......... 956.5 p,0\.5-.2 ..)< 935' 93 ................ S89°22'07"E\‘ )( I LEGEND DENOTES PROPOSED ELEVATION. Egl DENOTES METAL SPIKE • DENOTES IRON MONUMENT FOUND X DENOTES EXISTING FENCE • CDCCD. • DENOTES PROPOSED RET. WALL 9-54.4 .c 4\,Nt• .......... t34.2 E.13 i*"e ,(933 x 1 011.2 DENOTES EXISTING ELEVATION. FOUND RLS#13594 ,0) ---- 42.4 X 934 5 • ........ dP32 n2 Ut re) U" ° 5 952-6 06.2. CURB STOP 932.6 E.:\ to SO C •.'32 BITUMINOUS 932-9 3 33- LOOKOUT = 933.8 TOP OF BI,OCK = 938.2 g53.2 EX. HOUSE + x931.9 FFE = 939.3-'"N 931'5 . J( 31.6 9 36.4 9303 1 1 1 x93°*2 -vc-c Lil 03 930-s Ey 0 C (f)H c n 0 0 z z in -n cc ci M 13 C1 Et CJ N M U- CD 33 li b II_ E.'n --1 0 Z cz M VI -1 Z f N 932-6 T9'1,D 5t. 4/0 933.1 -(C-IA‘)(50.; RIM=933.03 933:1 INV.=920.73 IC ©51,11'r\12'. RIM=933.46 INV.=921.4 PREVIOUS FIRST FLOOR=933.8 PROPOSED ELEVATIONS GARAGE FLOOR = 933.5 FIRST FLOOR = 934.8 LOWEST FLOOR = 924.1 1.67 932-1 gS9°C\ ° 954.0 I 935.2 933 53:2 rs:t 9-33.9 x 933.3 954.° EXISTING PROPERTY DESCRIPTION LOT 3 AND THE NORTH 10 FEET OF LOT 4 AND THE SOUTH 20 FEET OF LOT 2, ALL IN BLOCK 14, MENDELSSOHN, HENNEPIN COUNTY, MINNESOTA. [4 NOTES CONTRACTOR TO VERIFY HOUSE DIMENSIONS, AND SEWER AND BASEMENT DEPTHS. CITY TO VERIFY ALL BUILDING ELEVATIONS AND SETBACKS. HOUSE PLACMENT AND ELEVATIONS SET BY CONTRACTOR. - NO GRADING PLAN AVAILABLE FOR TFIIS PROPERTY. CONTRACTOR TO VERIFY SOILS, GROUND WATER AND ELEVATIONS. - CITY TO VERIFY ALL BUILDINGS ELEVATIONS AND SETBACKS. - Bearing's shown are on assumed datum. - Field survey conducted on 03/25/15. - This survey was prepared without the benefit of titlework. Easement, appurtenances and encumbrances may exist in addition to those shown hereon. This survey is subject to revision upon receipt of a title insurance commitment or attorneys title opinion. DENOTES CONCRETE DENOTES BITUMINOUS DENOTES EXISTING TREE DENOTES GAS METER/BOX DENOTES CURB STOP DENOTES SANITARY SEWER MANHOLE DENOTES STORM SEWER MANHOLE DENOTES CATCH BASIN AREA CALCULATIONS TOTAL LOT = ±22,656 sq. ft. Proposed House = ±2,733 Sq. Ft. Proposed Porch = ±206 Sq. Ft. Proposed Driveway = ±2,067 Sq. Ft. *SEE GRADING PLAN PREPARED BY STATE ENGINEERING AND SURVEYING FOR GRADES, RET. WALLS AND STORMWATER AND EROSION CONTROL. JOB #15132hs CI\Users\Josh\DrieDrive\Land Desktop 2008\15132cert-EdIna-Stortle\dwg\15132hs.dwg 8/13/2015 10109159 PM CDT 10 11 12 13 14 15 16 17 18 19 110 111 112 113 p415 16 117 118 119 120 Rs.)-1—€1-17(br Sheet 1of4 JOB NO. 2014175 Rce' IMIn M 1=nnn 1=111M1 cx\ 0` ""50 ,-9 A INLET PROTECTION 0 DRAINAGE DIRECTION ARROW ..."'"........ ROOF DOWNSPOUT • — –1 93) x 933 3 954 4 A.07-9 I I g3.3 4 S89°22'07"E RAIN GARDEN NORTH INSTALL IMMEDIATELY FOLLOWING SILT FENCE PLACEMENT. 5' WOOD RAIN GARDEN NORTH EAST INSTALL AT EARLIEST CONSTRUCTABLE DATE. KNOVfAurs. below uanstompueli RAIN GARDEN EAST INSTALL AT EARLIEST CONSTRUCTABLE DATE. 2.8 6 A29.3 -coo 92 AREAS 1, 2, 3 ARE AVAILABLE FOR TEMPORARY SOIL STORAGE ON 1Mn M eM101 PROVIDE INLET PROTECTION FOR THIS CO AND ALL STORM SEWER INLETS DOWNSTREAM OF THE SITE WITHIN ONE BLOCK OR AS DIRECTED BY THE CITY, AND BEFORE ANY SITE DISTURBANCES. CB local!. by Stole Engineering an Su PROVIDE INLET PROTECTION FOR THIS CO AND ALL STORM SEWER INLETS DOWNSTREAM OF THE SITE WITHIN ONE BLOCK OR AS DIRECTED BY THE CITY, AND BEFORE ANY SITE DISTURBANCES. 929- IISTALL 8L000 RETAINING WALL IF( WIDE AND 0.3. ABOKC PLAN °RADE. F NCE 9 9V 3 S89°18'40"E 175.02 9T3 9,99 I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERSION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: JAMES MICHAEL 131111ELL, P.E. SIGNATURE DATE Proreselonol Engineer. MInnesola License No. 23266 Dan Nome State Engineering df Sarveying Inc. Info tortInaWron .11. 10 CV‘hrni 0. noto9 oiono Ito storm •olte management. aNe 9.000. 4r..0 searnalt contra remermenia rearrnallan. mC11.4 00.00100 ..n hare.. looe pratided by Pore 30,0,009 Com., Soratenenta fnforrnalen 0•01.1.1 11.2 cerlIneation Proares rand bounded., 1000q0p0b. mapped le010109. on 04131110 0.0711005 DI 10n10000 ormAded ord de... Coen Acre Wrveyi. “mbony 7. 4Ignolure cod callreallon pre t.eby Gnat. oaf void for unculossaed copkm. VW. 155 document N ssssssss OR prelim ne asermed ET oanoreed by lbe cook.= or Ihe at.... aod oro ber.y rmoked End wo. Do nal ray on ono.... and unemlberlead toplew.en moy .44 1192012.01.00141441•=11=e14414 ...G. 00 00OI.9 1.5011001 and teletant eforrnellon omelet Tele reseeed II meaemes o5 Wended kr 0 sa..r.e (le doodad a spesIde trrne pen. Tyr* pep000010n e001s 41[15 I two.. A of A the... *1492 NO 2015125. L elevations Sta. Enyrnal.nq and Survey,. Campo, mode the radmOng verIlleatIons AN mot alevalboa !Gadded TIT are Sy levee, on July le. DOM Tresse emalIona ore reerenoed ID gaol emotions mom on Aare Surveyors lapogroples TOP of aorer 15. 2019 Ibe CB oval of Me norMaree caner ar lol was Wooled sea dm leveed on July 16, 2015 as adorn Cely of Edna Pea debalkin 0, 928 20 for N. C9 00 ph... 9.14.4".I Mort of July 2015 by C 51011 far MN ales Dry of Lena am Pm emotion hor PIN CB le 91020 are TT. elevallon lee Om of MN N reemeced lo snot eleselees ebonn an Acre Summers lammaranrc map of macs 15. Me Supplemental information by Acre Surveyors suoumuerwi miK•Auiro, noohl. N Own Ourwoo. 01,110,054 AT WAIWY D.O.S by ACRE LAN, SURWYJNO by ERIC R VICHARYOUS. JOB 4102/5132. ml, Infareolton Inca.0 en eerlep confiners. lopogrop.a base mop .15 bound... olowIlono ond silo la 000000 oceord.g lo 1.Ir survey al 03/25/15 kr 6040141 CeArrseens tOO. orolear wear. The ...nollon also .clude4= PROPERTY ALIONEST. fo08 GRIFF1T STREET. EANA. MN LOT 3 AGO THE NORTH 10 FEET Cf LOT 4 MO THE SOUTH 20 FEET OF LOT 2. ALL 41 BLOCK If, AGNOELSSCHN. HENNEPIN COUNTY. MINNESOTA. 7072K LOT AREA = 22.858 SO.FT. (052 ADA(S) 10P NUT FRE HID. AT SE WAD. OF BEINORE LANE I ORKFIT ST. (LED = 92(3 PER COO OE EDINA MN BENCHMARK NEBSITE) VICINITY MAP PROJECT SITE AT 400 ORIFFIT STREET Prepared for: STROLE & CO 395 WINSLOW AVE ST PAUL MN 55107 Site address 408 GRIFFIT ST EDINA MN LEGEND SILT FENCE AVAILABLE STOCKPILE LIMITS 0 0 0 0 di' 62 \<' .400 ..°,,70' cp) 1 G.:Ye po ,§, , A()//' 40 e &) o'er' 41 e'p(s 0,2 ,,,,, ..... 1-Lir• 61 ER O S I O N AN D SE D I M EN T CO N T R O L PL A N RE V ‘.. I