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Home My WebLink About0411621220108-05232014MATERIALS, DUMPSTERS AND PORTABLE TOILETS RIGHT-OF-WAY SHALL NOT BE STORED IN NO TRESPASSING NO Excavating! NO Driving! NO TRESPASSING on adjoining properties Wire mesh reinforcement (optional) •Engineering fahrlo SILT FENCE MUST BE INSTALLED PRIOR TO DISTURBING VEGETATION NOTE: STORM WATER AND EROSION CONTROL INSPECTIONS SHALL BE COMPLETED ONCE EVERY 7 DAYS OR WITHIN 24 HOURS OF A RAINFALL OF 0.5 INCHES OR GREATER. Metal or post or stake HYD PP LP FP 0- EM GM 0 ohe Deno Deno Deno Deno Deno Deno Deno Deno X 000.o Deno Deno Deno Deno iDenoteb- UCH; LULU Denotes Existing Tree, as noted 1--- .1 RIM EL=946.2 1INV EL=937.1 ; 948.1 Fabric anchorage trench becklill with tamped natural soli N 94\3.3 Direction of runolf lbw MAPL 9.6 TR MAPLE 9 nc • el • Ih minimum . • • 6 inch minimum . • -• • `;'•:: Natural sol ' 471-Ar.LE 13 MAP s". 9490- • TR DOGWO-5Q,N20 \ R DOGW 49102* • A0.2 T • \ 5.011. TR MAP -w000 FENCE • . 0 oo. Nuke: Depending upon configuration, attach fabrio to wire mesh with hoo rings, steel posts with tie wires, or wood posts with slaptoo- • \ .. x 950.3 , \ • • • • \ TR-MARL• 32 i 950.9 9O. Cl) .4., ▪ el 0 950.0 ch co x 950.0 \ S I \i 7 / - I INSTALL RO ENTRANCE vI --- - . T § T - Figura 0.3-2: Typical Intriallartkm for aII limo 919,, X 950.2 49.9 .4. x 450.0 X 950.1 9 ER O SI O N CO N T RO L P L A N 9; .2 4 95 iATAL1.2, FENCE A__TYP TR ASH-7 x 949.6 95 95• 950.1 950.4 ST OR M WA T E R & i49.3 9 949< 95 (DE M O L I T I O N ) Denote be -1°1 Lift! EROSION CONTRO N TR ELM 18 x 950.8 95 950.1 X TR ASH 14 950 x 950.6 x495(16 x 950.3 x 950.7 -.9 0. 8ELM 3• 650x8950.8 / 959<0 x 949.2 94 x 049.4 949.6 95 9.3 TR ASH 8 14 • 9 Vg-L Silt fence, bio rolls and/or catch basin inlet protection devices shall be installed prior to any land disturbing activity. Rock construction entrances shall be installed prior to any land disturbing activity or after existing driveway is removed. ELOCATE EXISTING RHEAD EliretTijQ.701 9 X 950.3 x 949.6 9 • TR ELM 22 X 9 8 8 75-(51( PPLE 8 TR ELM 14 TR EL 10 ELM 2 TR ELM 1/3 949.4 94 TRAAPLd 18 ---- TR AS 13 • TR ELM 20 950. 749.7 1 94 TR OAK 38( 4 4 1-1.3" . Any sediment that reaches the existing street or adjacent property shall be removed immediately and measures shall be taken to prevent further sedimentation offsite. 4. All silt fences, bio rolls and catch basin inlet R ASH 18 948.4 \ 6.5 FT. 94 949.1 "--w000 ,.TR AtH 40 'Ay-4 FENCE 948.6 \ 94 950 0. 7 94.990M 949.9 95 949.5 •4 49 4 v 1 1 1 - I 1 1 - 94 AISH t2.0- 948.7 x 948.1 94 x 948.2 6312 WARREN AVE TO BE DEMOLISHED WITH SEPERATE PERMIT 4 94 8949. 7 994.6 92, x • >1.-9.11 944 MAPLE 8 4 949.8 949. 9.1 R BOX 15 x 05 48.7 RETAININT=2:1 WALLS x 947.0 ELLACE-, 94M TR f 947A- " r 41)-- 6.5 FT. WOOD FE FALLS ON NE / PROPERTY UNE /f:ta Temporary 6.5 FT. WOOD F- ENCE •-FAILS ±0.1 FT. N. OF-, PROPERTY UNE I I R MAPLIE 3t, 47.3 T ti \ 1 T \ - c >1 tr I CO Residential Rock Construction Entrance/Exit 9 9-47. 46.3, -4fz.20. 945. \ (g 619 ONS 14 Revise Demolition Plan EXISTING GARAGE k<' EXIsTING 94/5‘ P 46.0 17/ HOUSE 945.9 .4 Revise Demolition Plan A de olition ermit provides no Assurance of • ermitted future uses IN .4 Add FFE Elevations \I - \ li< I AA 949/ id , • e,"- 1 II \ 1 / _410947.6 1 Nb% -15' Initial length -To front yard setback line after backfll I 9481 _ x 948.9 BY: 33 -- x 946.4 -------- DESIGNED 13T: DIE ISSUE DATE: 5/7/14 6" minimum thickness Condition of Demolition/Moving I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a &Iv , Licensed Professional Engineer under the laws of the State of Minnesota 1 1/2" to 3" washed rock oppto (74 4' construction fencing shall enclose existing basement perimeter and excavations with slopes steeper than 1:1. Attach fencing to minimum 5' posts buried 1' and spaced at maximum 10' on center. Enclose stockpiled soils with properly installed silt fencing. Non-woven geotexthe drainage 17 minimum fabric under Marne: Brian 3. Krystefiek, P.E. SIgnature:=.- Date: 5/7/14 License 25063 1 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. WORK HOURS: 7:00am to 7:00pm Monday through Friday 9:00am to 6:00pm Saturday NO WORK ON SUNDAY OR HOLIDAYS 10 20 40 Property must be restored within sixty (60) 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 within sixty (60) days 1 of 4 ( IN FEET ) b4- LL(7 - 010 TREE FENCE BIOROLL DETAIL INFRASAFE - 27" DEBRIS COLLECTION DEVICE AS MANUFACTURED BY ROYAL ENVIRONMENTAL SERVICES INFRASAFE - 2'x3' DEBRIS COLLECTION DEVICE AS MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS ROCK CONSTRUCTION ENTRANCE ST O R M W A T E R M AN A G E M E N T DE T A I L S REVISIONS 2 5. 6. DRAWN Pb: 310 DESIGNED BY: DIII ISSUE DATE: 5/7/16 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Profesdonel Engineer under the laws of the State of Minnesota Name: Brian 2. Krystoflak, P.E. Signature: Date: 5/7/14 License #: 25063 3 of 3 SILT FENCE ANCHOR W/ METAL T—POST OR WOOD 2"X2" STAKE DIRECTION OF FLOW FILTER FABRIC (36" MAX. HEIGHT) OPENING IN FABRIC WEAVE < 212 pm 6"X6" TRENCH (COMPACTED BACKFILL) 1 -1 I 1E1 I 1-EI I 1- 1=1-111_111=1- I l=" UNDISTURBED SOIL NOTES: 1. DIG A 6"X6" TRENCH ALONG THE INTENDED SILT FENCE LINE. 2. DRIVE ALL ANCHOR POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. 3. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART. 4. LAY OUT SILT FENCE ALONG THE UPHILL SIDE OF THE ANCHOR POSTS AND BACK FILL 6"X6" TRENCH. 5. SECURELY ATTACH SILT FENCE TO ANCHOR POSTS A/ MINIMUM OF THREE ATTACHMENTS PER POST. 6. SEE MNDOT SPECIFICATIONS 2573 & 3886. 11.1ditter..450,,,g • ‘:!-$414rOr 6" MIN. 2" CLEAR ROCK (MIN.) MAY 2 ZO1 !- COPOLYMER BARRIER FENCING (48" HEIGHT) ANCHOR W/ METAL T—POST OR WOOD 2"X2" STAKE UNDISTURBED SOIL NOTES: 1. TREE FENCING SHALL BE PLACED A MINIMUM OF 1 FOOT PER CALIPER INCH OF TREE DIAMETER FROM TREE(S) THAT IS/ARE TO BE SAVED. 2. ANCHOR POST MAY BE SPACED UP TO 10 FEET APART. 3. SECURELY ATTACH TREE FENCE TO ANCHOR POSTS W/ MINIMUM OF TWO ATTACHMENTS PER POST. 4. SEE MNDOT SPECIFICATION 2572. 1"x2" WOODEN STAKE 10" EMBEDMENT DEPTH NOTES: 1. ENDS OF BIOROLL SHALL BE A MINIMUM OF 6" HIGHER THAN BOTTOM OF FLOW PATH. 2. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE BIOROLL. 3. SEE MNDOT SPECS 2573 & 3889. HDPE INSERT BASKETS SHOWN W/OUT FILTER BAGS 400 MICRON FILTER BAGS REQUIRED INSIDE BASKETS 2X3 HDPE FRAME INSERT EMERGENCY OVERFLOW PORTS — MEETS MN/DOT SPECIFICATION 3891.F "STORM DRAIN INLET PROTECTION — FILTER BAG INSERT" — DESIGNED FOR NEENAH R-3250—A OR R-3250-1 (MNDOT 801) FRAME CASTING — MEETS MN/DOT SPECIFICATION 3891.F "STORM DRAIN INLET PROTECTION — FILTER BAG INSERT" — DESIGNED FOR NEENAH R-3067 OR R-3290 SERIES HDPE INSERT BASKETS SHOWN W/OUT FILTER BAGS 400 MICRON FILTER BAGS REQUIRED INSIDE BASKETS 2'x3' HDPE FRAME INSERT EMERGENCY OVERFLOW PORTS