The URL can be used to link to this page

Home My WebLink About3211721420037-12012014Wire mesh. reingareg toPlional) SILT FENCE MUST BE INSTALLED PRIOR TO DISTURBING VEGETATION Fabric anchorage trench backfill with tainPon natural solt • - inch minimum 6 inch rrtinimurn Direction of renal! flow • Natudlsoll • C ON CR ET E 24" PLE / ,.. ____ ---- ---- ---- — _L. _ ____ r 7 7 _____ _ _ L _ --- LOT VACANT i PIRC2FOSED FG61\11:1A___TI ON / LINDER CONSTRUCTION- (øS.2.214) / (08.26.2014) -----910— ----" S89°54 ' 00" E >< 10' SETBACK L-' 1- 111 Residential Temporary Rock Construction Exit * -15' initial length ft? -To front yard setback Si* e.:Ptrt 117 after backfIll 1711441? t15012i , • 6 .4,60kki ZraleforArse. It.46416;44,4 -1-6/1010/401.14 A° • - 6" minimum thickness - 1 1/2" to 3" washed rock Non-woven geotextlie drain 12' minimumage fabric under WIdth MAC Depending upon oarifiguratkrn, MAO fabric to we mesh with hog rings, steel posts whittle wires, or wood posts with siapiee_ Figure 63-2: Typloat Inetatialkin for slit fano* STIR 6111.82 Oc1.48 X. SAN SER\fiCE (APPROX.) EXISTIN E3ITU 2 l'- A / II / II 11 cli2 — — — — — //// 26 . 33 ////7/ • - EXISTING \ o / HOUSE / CO Cr) STORY I / WOOD FRAME :17° / 10‘92 SOFT. 1/ FFE = 914.e>2 >416TT-E3EcK ' (3_ t- ff) co \- cn 11 c113.12 INOUS c112.8q FOUND4TION EXISTING II 11 11 c112.14 //1 2 0.2 5 //// In EXISTING In N N '912.23 '--4,6 GARAGE 6 DRIVEWAY (N 410 SOFT. C\1 10' SETBACK / //, / 4 I' 120.00 W x c113.47 i I 63.4' (-i I - (3-- • co , T cr) / , 4 / (13 \ I \ I\ >‘ i I I \ I / EX. CHAIN LINK F 0 c111(;14 / 33.7' EN 1 Y \ • / / / r L — A (3111.70 MATERIALS, DUMPSTERS CERTIFICATE OF SURVEY PiND PORTABLE TOILETS SHALL NOT BE STORED IN FOR: <ALM HOMES RIGHT-OF-WAY T ARE LOTS = Failure to install the Construction Exit before disturbing the site soils and/or failure to maintain the Construction Exit will result in enforcement action by the City. IMPERvIC— „ „ „ • (EXISTING GOND I T IONS) 9,120 SO FT c-0 1,062 SO FT 4:F. 13 7 g5-61 410 SO FT 4 .1 1,103 S0 F-t-Kkg 120 SO FT /W- I/ow 32 //7 2-Hz-"37 21.1% NOTE: Conditions of Demolition/Moving I. 1SE 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. 2. PF • Enclose stockpiled soils with properly installed silt fencing. RE • Property must be restored within thirty (30) days of building demolition/move - utilities abandoned at the property line with a 3. AE permit, foundation demolished with a separate permit, debris 01\ 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 4. CC 1D11 building demolition/move. -.4 ••n •' ••n •• Confirm property may be Redeveloped prior to demolition 5' UT1L-di & DRAINAGE EASEMENT-,, 120.00 --- EX. CHPIN.__LIN-K- FrNICE 15.8' PI 32-111-21142-0031' —0112— SETIBACI< (SINGLE Fl FRONT Si SIDE STF INTERIOR REAR Y TROOP OV LOT COV LOT AREA: HOUSE: GARAGE: DRIVEWAY: WALK TOTAL PERCENTAGE: 2,&05 SO F cr/M-c-k/ ,e,b70 0 CD, • X q00. 0 REPORT T SUPERVISION :VEYOR UNDER 3.26.2014 .01.2014 L - PROPERTY ADDRESS WORK HOURS: 7:00am to 7:00pm Monday through Friday 9:00am to 6:00pm Saturday NO WORK ON SUNDAY OR HOLIDAYS L BENCHMARK TOP NUT HYDRANT LOCATEE NORTHWEST QUADRANT OF T AVENUE AND GROVE STIREE. ELEVATION = cBis FEET (N( NO TRESPASSING NO Excavating! NO Driving! NO TRESPASSING on adjoining properties sr44- LA-10 suyz-vziis 8516 244TH STREET N. FOREST LAKE MN. 55025 PH: 651-408-9401 M: 612-618-6299 FAX: 651-408-8417 PROJECT NO: 201424 - 5805 TRACY AVENUE- A • emolition permit provides no Assurance of permitted future uses LEGAL DESCRIPTION LOT BLOCK I, LYLE ADDITION, HENNEPIN COUNTY, MINNESOTA. LEGAL DESCRIPTION LOT 5, BLOCK I, LYLE ADDITION, HENNEPIN COUNTY, MINNESOTA. PROPERTY ADDRESS 5805 TRACY AVENUE EDINA, MN 55410 PROPOSED BUILDING ELEVATIONS GARAGE SLAB ELEVATION: 5133 FIRST FLOOR ELEVATION: 9153 LOWER LEVEL ELEVATION: 5051 TOP OF FOOTING ELEV: 905,4 TOP OF FOUNDATION ELEV: 913.6 15ENCHMARK TOP NUT I-IYDRANT LOCATED IN NORTHWEST QUADRANT OF TRACY AVE. AND GROVE ST. ELEVATION . 916.18 FEET (NGVD 1529) IMPERvIOUS AREA SUMMARY (PROPOSED CONDITIONS) LOT AREA: HOUSE: DRIVEWAY: WALK TOTAL PERCENTAGE: 9,120 SQ FT 2,092 SQ FT 861 SQ FT 81 SOFT 3,040 SQ FT 313% SETBACK REQUIREMENTS (SINGLE FAMILY DWELLINGS) FRONT STREET: 30 OR MATCH EXISTING SIDE STREET: 15' INTERIOR SIDE : 10' REAR YARD: 25' ROOF OVERHANG: 3' MIN LOT COVERAGE: 25% MAX. AREA OF DISTURBANCE LOT AREA TOTAL: 9,120 SQ FT EXCAVATION AREA: 5482 SQ FT PERCENTAGE: 66.1% NOTES: I. BEARINGS 51-10ILN ARE ASSUMED. 2. PROPERTY SUBJECT TO EASEMENTS OF RECORD. 3. PROPOSED GRADING PLAN PER AS-BUILT TOPOGRAPHY FIELD SURVEY COMPLETED ON 08-26-2014 AND 01.032014 4. CONTRACTOR SHALL VERIFY EXACT BUILDING DIMENSIONS AND FINISH BUILDING ELEVATIONS. 5. FINAL DRIVEWAY AND SIDEWALK LOCATIONS TO BE DETERMINED BY CONTRACTOR. S. ALL EXISTING TREES TO BE PROTECTED WITH TEMPORARY FENCING DURING CONSTRUCTION ACTIVITIES. LEGEND C) DENOTES IRON MONUMENT FOUND • DENOTES SET IRON MONUMENT O DENOTES BUILDING OFFSET STAKE DENOTES EXISTING CONTOUR DENOTES PROPOSED CONTOUR X 900.00 DENOTES EXISTING ELEVATION DENOTES PROPOSED ELEVATION DENOTES DRAINAGE FLOW DENOTES CONST. LIMITS/SILT FENCE EROSION CONTROL SITE SEQUENCING: I. GRADING AND EROSION CONTROL IMPLEMENTATION AND MAINTENANCE CONTACT: ALISSA KALMBACHER - (612) 227-1343. 2. PRIOR TO ANY EXCAVATION OPERATIONS, THE CONTRACTOR SHALL INSTALL ROCK CONSTRUCTION ENTRANCE (LOCATION TO BE DETERMINED THE FIELD) AND PERIMETER SILT FENCE AS SHOWN ON THE PLAN. CONTACT CITY TO INSPECT EROSION CONTROL MEASURES PRIOR EXCAVATION OPERATIONS, IF REQUIRED BY PERMIT. 3. CONTRACTOR SHALL INSTALL ADDITIONAL SILT FENCE OR OTHER TEMPORARY EROSION CONTROL DEVISE, (1310-LOGS, ROCK FILTERS, ETC.) AS NEEDED TO RETAIN SEDIMENT ON SITE. 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLAN OR IMPLEMENTED IN THE FELD SHALL BE IN ACCORDANCE THE CITY OF EDINA AND NPDES PHASE PERMIT REQUIREMENTS, AND THE [VGA'S 'PROTECTING WATER QUALITY IN URBAN AREAS BEST MANAGEMENT PRACTICES FOR MINNESOTA.' 5. THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY LINES AND MAKE SURE THE EROSION CONTROL PRACTICES PLACED IN THOSE AREAS PREVENT MIGRATION OF SENTIMENT ONTO ADJACENT PROPERTIES. ANY SEDIMENT THAT ESCAPES THE SITE SHALL BE REMOVED AND IMPACTED PROPERTY RESTORED WITHIN 24 HOURS. 6. CONTRACTOR SHALL PROTECT ALL EXISTING STORM WATER MANAGEMENT FACILITIES FROM CONSTRUCTION RUN-OFF. CONTRACTOR SHALL PROVIDE CATCH BASININLET PROTECTION FOR ALL STORM SEWER FILETS DOWNSTREAM OF THE SITE WITHIN ONE BLOCK OR AS DIRECTED BY THE CITY OF EDINA. 7. ADJACENT STREETS SHALL BE KEPT CLEAN OF CONSTRUCTION MATERIALS, DIRT, AND OTHER UNDESIRABLE MATERIALS. WHEN MATERIALS OR DEBRIS HAVE WASHED/FLOWED ONTO ADJACENT STREETS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SWEEP/SCRAPE STREETS AS NECESSARY OR AS DIRECTED BY THE CITY OF EDINA. B. THE CONTRACTOR SHALL MAINTAIN EROSION AND SEDIMENT CONTROL, INCLUDING THE REMOVAL OF ACCUMULATED SEDIMENT, THROUGH COMPLETION OF BULDING CONSTRUCTION. EROSION CONTROL FACILITES MAY ONLY BE REMOVED UPON COMPLETION OF BUILDING CONSTRUCTION AND ESTABLISHMENT OF PERMANENT VEGETATION. q. IF TEMPORARY PUMPED DISCHARGE 15 REQUIRED DURING BUILDING CONSTRUCTION, THE CONTRACTOR SHALL CONSTRUCT A TEMPORARY SEDIMENT BASIN WITH THE CAPACITY REQUIRED TO CONTAIN THE BOTH THE LIQUID AND SEDIMENT WITHIN THE SITE. NO DISCHARGE IS TO BE DIRECTED TO THE CITY OF E-DNA STORM SEWER SYSTEM WITHOUT SUFFICIENT ON-SITE CAPTURING. 10. DISTURBED AREAS SHALL BE STABLIZE-D WITHIN 72 HOURS OF COMPLETION OR SUSPENSION OF CONSTRUCTION ACTIVITIES. II. THE CONTRACTOR SHALL UTILIZE WOOD FIBER BLANKET FOR ALL AREAS OF CONCENTRATION FLOW AND FOR ALL SLOPES 3:1 OR GREATER. 12. THE CONTRACTOR SHALL SOD DISTURBED DRAINAGE AREAS, INCLUDING SWALES AND OVERFLOWS. 13. EXCESS SOIL SHOULD BE TREATED LIKE OTHER EXPOSED SOL AND STABILIZED WITHIN 72 HOURS. ANY SOL STOCKPILES ARE TO HAVE SILT FENCE ON DOWNSTREAM SIDES. 14. UPON COMPLETION OF srre CONSTRUCTION THE CONTRACTOR SHALL INSTALL A MINIUM OF SIX (6) INCHES OF TOPSOIL AND RE-VEGITATE THE SITE WITH SOD OR SEED, AND MULCH WHICH SHALL CONFORM WITH THE FOLLOWING MNDOT SPECIFICATIONS AS MODIFIED BELOW. ITEM MNDOT SPECIFICATION/NOTES SOD 3678 SEED. TURF ESTABLISHMENT*. 3678 VNDOT mocruae 260 (100 LBS/ACRE) OR moot MIXTURE 270 (120 LBS/ACRE) TEMPORARY moot MIXTURE 110 (100 LBS/ACRE) MULCH 3882 (TYPE 1 - DISC ANCHORED) FERTILIZER 3881 WOOD FIBER BLANKET 3885 (CATEGORY 2) * - SEEDED AREAS SHALL BE MULCHED TO LIMIT EROSION ** - MOW A MINIMUM OF ONCE PER TWO WEEKS ADDITIONAL POLLUTION CONTROL MEASURES: I. CONSTRUCTION WASTE MATERIALS - ALL WASTE MATERIALS GENERATED AS A RESULT OF SITE CONSTRUCTION SHALL BE COLLECTED AND REMOVED ACCORDING TO TO ALL LOCAL AND/OR STATE WASTE MANAGEMENT REGULATIONS BY A LICENSED SOLID WASTE MANAGEMENT COMPANY. THE CONTRACTOR WILL ENSURE THAT ALL SITE PERSONNEL ARE INSTRUCTED IN THESE PRACTICES. 2. HAZARDOUS WASTE - ALL HAZARDOUS MATERIALS SHALL BE STORED PROPERLY TO PREVENT SPILLS AND VANDALISM. WHEN NECESSARY, HAZARDOUS WASTES SHALL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL AND/OR STATE REGULATION OR BY THE MANUFACTURER. 3. SANITARY WASTE - ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS BY LOCAL, LICENSED WATER MANAGEMENT COMPANY AS REQUIRED BY LOCAL REGULATION. 4 OFFSITE VEHICLE TRACKING - A ROCK CONSTRUCTION ENTRANCE HAS BEEN PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT TO THE SITE ENTRANCE SHALL BE SWEPT/SCRAPED ON AN AS-NEEDED BASIS OR AS DETERMINED BY THE CITY OF EDINA. DUMP TRUCKS HAULING LOOSE MATERIALS (SAND, TOPSOIL, ETC.) TO AND/OR FROM THE SITE SHALL BE COVERED WITH A TARPAULIN. 5. veRcLe AND EQUIPMENT CLEANING - CONSTRUCTION AND PERSONAL VEHICLES SHALL NOT BE WASHED ON SITE. ANY CONCRETE DRUM WASHOUT IS NOT PERMITTED ON SITE UNLESS AN CONTANMENT FACILITY IS APPROVED BY CITY OF EDINA ENGINEERING PRIOR TO USE. AFTER ENGINEER APPROVAL, CONCRETE DRUMS AND CONSTRUCTION EQUIPMENT SHALL ONLY BE WASHED IN DESIGNATED AREAS WHICH ARE LOCATED A MINIMUM OF 50' FEET FROM DITCHES, PONDS OR OTHER STORMWATER FEATURES. ALL LIQUID AND SOLID WASTE GENERATED BY WASHOUT OPERATIONS MUST BE CONTAINED IN AN LEAK PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER (E.G. COMPACTED CLAY LINER, IMPERMEABLE GEO-MEMBRANE) AND DISPOSED OF PROPERLY. 6. SPILL PREVENTION AND CONTROL - ALL VEHICLES WILL BE CHECKED FOR LEAKING OIL AND FLUIDS. VEHICLES LEAKING FLUIDS WILL NOT BE ALLOWED ON-SITE. SPILL KITS WILL BE STORED ON-SITE AND ALL SPLLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. SPENT ABSORBENT MATERIALS AND RAGS SHALL BE HAULED OFF-SITE AND PROPERLY DISPOSED OF IMMEDIATELY AFTER THE SPILL IS CLEANED UP. OWNER KALM HOMES LLC 228 CENTRAL AVENUE, OSSEO, MN 55369 PROJECT LOT 6, BLOCK 1, LYLE ADDITION EDINA, MINNESOTA ISSUE CITY COMMENTS 01/28/15 ISSUE INDEX DATE PERMIT ISSUE 01/12/15 CITYCOMMENTS OI/2I/I5 CITY COMMENTS CITY COMMENTS 0727/5 Cl/28/6 SIKICH LAND SURVEYS 8516 244TH STREET FOREST LAKE MN. 55025 PH: 651-408-9401 M: 612-618-6299 FAX: 651-408-8417 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN S S 4 0 1 p 612.260.7980 I www.."niab.con, f 612.260.7990 1 CERTIFICATION I hereby certify that Os plan vas prepared by me, or under ny &ea supervision, and that I 0111 a duly Lvensed Professnnal Encineer under the laws of the state of MNNESOTA. Stephen M. Johnston DATE REGISTRATION 140. 18914 SHEET C301X0005.0WC STORMWATER, GRADING, & EROSION CONTROL PLAN C3.1 PROJECT NO. ZZZ15005 01/26/15 FILTER FABRIC (MIRAFI-ENVIRO FENCE OR APPROVED EQUAL) MIN. 30" - MAX. 36" ABOVE GRADE BACKFILL 6" x 6' TRENCH RUNOFF FLOW I I I 1E7 I l=" UNDISTURBED SOIL 2" x 2" WOOD POSTS 4' O.C. NOTES I. DIG A 6'X6' TRENCH ALONG THE INTENDED FENCE LINE. 2. DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL we OF THE TRENCH. 3. LAY OUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK FILL. 4. SPACE WOOD POSTS UP TO 4. APART TO SUPPORT THE FABRIC. 5. REMOVE SILT FENCE AFTER TURF 15 ESTABLISHED. k, `41g8 / , 44211144- elk.W4,- , 1.474,-41.*6._ 4StSte. Ins e *A ef.,Y_,I0.4.,y_t ts .,_ - •:-.n telo IPad Ps i Ps %%b... •••-,,,,..- • -, • ....v....04w/. --•$. • ... • ......z._ _,._ _ . 41-fAtirets" - --44t-stsg N.* 6" MINIMUM DEPTH 0 I"-2" DIA. WASHED ROCK GEOTEXTILE FABRIC UNDERLYING MAINTAIN ROCK ENTRANCE TO PREVENT TRACKING MUD ONTO PUBLIC STREETS. ADD ROCK OR REINSTALL THE ROCK ENTRANCE AS NECESSARY. ouv FEB 18 CIPif C Know what's below. Call before you dig. 30 RECONSTRU 0.7' LOWER PROPOSED 5 1.11 111 . > 4 l) 4 14K 1- [Bm-1(4 RIM.--9 5.62 1 906 = I I I 1 006 I k Tk -- n EXISTING HOUSE GAR FFE=90513 410.44 --Ai- ; I EXIST. POIRCI-1 r /% I g _/...--008-1-6'- I 1 CRABAPPLE S 40-:3,q , . 9074_ ROCK 0 ALLOW LE TO-DRAI -9, 8- 30 IiiAt 8.07 U pLe , ' CONC. f)RIVEW A'1' /=-30.2 - ."'-- EXISTING HOUSE GAR FEE v 5101 MAIN FFE..313.4 , „.910.07 RIO 21 EX RESS ?".,',',d „-- ! 1 .6 --9°--S89 NDOW WELL I 0 54 '00"E ITOP=910.6 _10 POWER POLE,: X 912.28 i ------ Zegiereir ,.. 909 75 -- & o9..9.44-e_e&seretti 4Z1Vrikliar- 4,z-Teir 911-25 - - ,..U.E. ____ \ cum ..-, --- 5 ; .M-H» ' ' -- -- -- -ij- -t _ 92•_,SETBACK li,_ ROCK CONSTRUCTION ENTRANCE (TYP) I SEP ' v. VERED P°' 4I;= SAN S E • ' . It' 17/7/7/2373 ti LOT AEA: v, PIR0140SEID •' PID: 32.111-21-42-0001 p,-120 5 F. 6 b 0 912.43 0 0 00 ,---('=--,-. , ..0,EX. WA 6.1 t. I '4' sERrocE/ f 1111i Nik ,,,n41 I-4 4P EXISTINIC 16 SE 1< 9102 al > n, .0. ''' OP ve0 HOu5E FF o I. 111 0 M e153 O" R,''' II , \O 0 0 NW • - , _ _ --- 30 lp 91490 11 ii, 1, 508 DEMO 2 5SZY ; 40921 o 13.58 * / u. PLAN . 41206 m J IDEWA RECONSTRUCT S I LK AS NEEDED TO DRAIN PROPOSED SWALE 1 BMH . ...1/ 4.00 gi NOON I% lc:4413 CAR r-"-(._ OES I SILT FENCE (TYP) . Iii 4 2 0 IE ci W 1 3) KT' SPRUCE I . I " BENCHMARK TNI-1 EL.916.18 0 iN 10 26.83 SETBAC <RD 1 • )- 1 (PLACE INSIDE LOT LINE) POWER POLE <112.65 ,-' x412..12 911.30 STM 14111=•11)45. ' N, :' 'Z u 40 ''' - ..-• 911.73/ - -••••• - v 124,4/ 9- - 5F E/S14 9.42 69 sF.‘••Afi--' _(°1 -2 R11-1910.56/1 , - .L.8111AL-E-- 4 MAPLE 30. DRAINAGE 9(3, 13.12 N89'54 ,,,„ „ / .41./. V Li E -013,,' W 1 913.47 Or .<:.: - . M SAN OH ,.. RIM=911.67 V') 11 GROYE / P`(9 _____ bo'' COTTONWOOD (4 TRUNK) s 0 ,, Pr EXISTING HOUSE FFE .915.4 / STREET 26' ASH IN 30 30 1 I SCALE: 1" . 20'