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STEEL FENCE POST (T-POST), MINIMUM 5' LONG, 6' ATTACH FABRIC TO POSTS 3701 WAYZATA BOULEVARD MAXIMUM SPACING. WITH MINIMUM 3 ZIP TIES (50 LB. TENSILE) PER POST DEFLECTOR PLATE SUITE 100 IN TOP 8" OF FABRIC. MINNEAPOLIS, MN 55416-3791 OVERFLOW 1 -CENTER OF FILTER ASSEMBLY PH: 763-475-0010 MONOFILAMENT GEOTEXTILE OVERFLOW 2-TOP OF CURB BOX www.srfconsulting.com FABRIC PER MNDOT TABLE 3886-1 (MACHINE SLICED). 10"FILTER ASSEMBLY PREPARED FOR 20'RADIUS MINIMUM POST NOTCHES / properties TO FACE AWAY MACHINE SLICE �/ FROM FABRIC. 8"-12" DEPTH (PLUS 6" FLAP) CURB DENNIS PROPERTIES �\C' �oPo o�RFc MS 4, 2214 FIFTH STREET, UNIT 3, WHITE EAR LAKE,MN 5110 01 Foe 4f ��G�FF a ••: . 651-247-7007 20'RADIUS MINIMUM R / \ DIRECTION OF SURFACE FLOW I I PROJECT III OCG-23 HIGH-FLOW A 1"TO 2' 24" MINIMUM HIGH-FLOW FABRIC CRUSHED ROCK 2��`�� POST EMBEDMENT LU LU 6"MIN. DEPTH NOTE: ~ l0 THE MACHINE SLICED METHOD (THIS DETAIL) IS THE STANDARD SILT FENCE INSTALLATION METHOD. HEAVY-DUTY (ERO-113) OR STANDARD r-I ERO-1C SILT FENCE INSTALLATION METHODS SHOULD ONLY BE USED NOTES: ( ) 1. THE ROAD DRAIN-CURB&GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS � WHEN APPROVED OR DIRECTED BY THE CITY. INSIDE THE STORM SEWER GRATE.AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION. 2. THE ROAD DRAIN-CURB&GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. 110 3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. NOTES: AO COMPACTION: Q 1. CRUSHED CONCRETE IS NOT ALLOWED AFTER "SLICING" IN THE FABRIC AND BEFORE INSTALLATION MAINTENANCE: 2. GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE OF STEEL POSTS DRIVE INSTALLATION EQUIPMENT OVER THE 1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT.CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. 3. MAINTENANCE IS INCIDENTAL "SLICE" WHILE FABRIC IS LAYING ON THE GROUND. THEN 2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. T INSTALL STEEL POSTS AND PULL UP FABRIC TO ATTACH AT Ur A UNIFORM HEIGHT. z - LL CITY OF Special Details Special Details Special Details Q r� ROCK CONSTRUCTION CITY OF SILT FENCE MACHINE SLICED Date CITY OF WIMCO CURB & GUTTER Date 04-01-15 09-01-15 04-01-15 ENTRANCE Revised: tHU Revised: Revised:HU-EC-1 HU-EC-2 INLET PROTECTION (CG23) HU-EC-4 n _ EST.1906 03-12-20 EST.1906 03-12-20 EST.1906 03-12-20 Z �1 vv ro O O Z U Ln z 111<J c CONCRETE WASHOUT CONTAINMENT = 1 1. THE OWNER REQUIRES THE USE OF CONTAINED CONCRETE WASHOUT AREAS. O 2. CONTAINED CONCRETE WASHOUT AREA LOCATIONS SHALL BE IDENTIFIED ON THE STORM WATER O SEDIMENT CONTROL LOG AND INLET PROTECTION BAG POLLUTION PREVENTION PLAN (SWPPP). CONTAINERS SHALL BE PLACED IN SAFE, EASILY ACCESSIBLE, AND IN LOCATIONS APPROVED BY THE ENGINEER. O 3. CONTAINED CONCRETE WASHOUT AREA MUST BE CLEARLY LABELED "CONCRETE WASHOUT AREA" 4. CONTAINED CONCRETE WASHOUT AREA MUST BE WATERTIGHT. 5. CONTAINED CONCRETE WASHOUT AREA'S OVERALL CONDITION AND APPROXIMATE VOLUME MUST BE STORM SEWER GRATE WITH NOTED ON EACH WEEKLY EROSION CONTROL INSPECTION REPORT. INLET PROTECTION BAG OVERFLOW 6. CONTAINED CONCRETE WASHOUT AREA MUST HAVE A MINIMUM CAPACITY SIZE OF 12' X 8' X 2'OR 10 CERTIFICATION GAP 1 2" X 1 X 18" (MIN.) CENTER STAKE IN CUBIC-YARDS VOLUME. WOODEN STAKE CONTROL LOG I hereby certify that this plan, specification, or 7. CONTAINED CONCRETE WASHOUT AREA MUST BE MAINTAINED ONCE LEVELS REACH 1/2 FULL. report was prepared by me , Under my direct CURB AND GUTTER INLET 8. CONCRETE WASTE MUST BE DISPOSED OF PROPERLY IN ACCORDANCE TO MPCA REQUIREMENTS, BLOWN/PLACED FILTER STATE, AND FEDERAL LAWS. MEDIA OR SOIL 8" DIAMETER supervision and that I am a duly Licensed 9. DAMAGE TO THE CONTAINED CONCRETE WASHOUT CONTAINMENT SYSTEM MUST BE REPORTED TO THE 8" DIAMETER (MIN) COMPOST (MIN) COMPOST Professional Engineer under the laws of the OWNER WITHIN 24 HOURS OF DISCOVERY. 3'- SEDIMENT CONTROL LOG SEDIMENT State of Minnesota. 10. AN OWNER-APPROVED CONCRETE WASHOUT VENDOR MUST BE USED AND A MINIMUM OF A MONTHLY MAX. CONTROL LOG MAINTENANCE CONTRACT ISSUED. A COPY OF THIS CONTRACT MUST BE KEPT ON FILE WITH THE Ax FLOW-► OWNER. ' JIL-IIIJIL 'WIIIIIIIIII III IJ W IIII III��II-III III ll3rl-III�II=III_ III-III-' -u1-1Ti1- W W WW _ -III=III=III=III=m m m QI- CORRECTIVE ACTION -1�I=ITr'ITI=ITI=ITi=1T1=1Tl=ulau=ulau=lila1- Signature Name: i• '-III-III-II.L--ITi=1Tl-iTl-11171F_IIIaIF_IT�- THE OWNER RESERVES THE RIGHT TO DIRECT ANY REQUIRED MAINTENANCE OR REMOVAL OF ANY -III--- MICHAEL C. AARON •► CONCRETE WASTE ON SITE. THIS INCLUDES, BUT IS NOT LIMITED TO, LEAKING CONTAINERS, CONTAINERS 8" DIAMETER Print Name: THAT ARE MORE THAN 1/2 FULL FOR ONE INSPECTION PERIOD, ANY CONCRETE WASHOUT PILES (MIN) COMPOST �`. THROUGHOUT THE SITE, AND CONCRETE SLURRY RESULTING FROM CUTTING AND MASONRY WORK. THE SEDIMENT Date: XXXXX LIc. NO.: 25721 FEES INCURRED FROM THE MAINTENANCE OR REMOVAL OF CONCRETE WASTE IS INCIDENTAL TO THE WORK CONTROL LOG GENERATING THE WASTE, AND NO ADDITIONAL COMPENSATION WILL BE MADE THERETO. LIFTING STRAPS •. ' • ISSUE RECORD NO. DATE DESCRIPTION CURB FILTER 1 " X 1 " X 18" (MIN.) 0 10-22-2021 CITY SUBMITTAL CONCRETE WOODEN STAKE (TYP.) 1 03-18-2022 CITY RESUBMITTAL LOW PROFILE WITH GUTTER FOR WASHOUT AREA 12" OVERLAP (MIN.) SAFETY AND CURB APPEAL NOTES: 1. SEDIMENT CONTROL LOGS ARE TO BE A MINIMUM OF 8 LB/FT. SEE PLAN VIEW FOR LOCATION AND LENGTH OF SEDIMENT CONTROL LOGS. CIO CONCRETE WASHOUT SIGN DETAIL C',Q 2. SEDIMENT CONTROL LOGS THAT ACT AS A PERIMETER CONTROL SHALL BE INSTALLED PRIOR TO ANY UPGRADIENT LAND-DISTURBING MINIMUM SIZE: F ACTIVITIES. 12'LX8'WX2'H OR A MINIMUM GJi 3. SEDIMENT CONTROL LOGS PLACED ON PAVEMENT SHALL BE WEIGHTED DOWN RATHER THAN STAKED. PLACE LOGS AGAINST SIDEWALK INLET PROTECTION BAG DETAIL VOLUME OF 7.1 CUBIC YARDS. �� \� OR BACK OF CURB WHEN ADJACENT TO THESE FEATURES. GT CON NOV'C �N\NOV-1 4. SEDIMENT CONTROL LOGS FILL MATERIAL SHALL CONSIST OF EITHER STRAW, WOOD FIBER, WOOD CHIP, OR COMPOST, AND FREE OF MAINTENCE BPS SN0 ANY NOXIOUS WEED SEEDS OR DEFECTS INCLUDING RIPS, HOLES AND OBVIOUS WEAR. FILL MATERIAL TO BE ENCASED IN Ncc SSRPMPSNO FROM0112 TOD24BMONTHS, DIA EOTERNSHALL BE APPROXIMATELY 8 OR NATURAL FIBER CASING INCHES WITH ENDS/PROPERINCH LY S CUREDH A TARGET SERVICE LIFE MAINTENANCE: 5. SEDIMENT CONTROL LOGS MAY BE USED AS SMALL CHECK DAMS IN DITCHES AND SWALES. HOWEVER, THEY SHOULD NOT BE USED IN PROJECT INFO BAG TO BE HELD IN PLACE BY 1. CONTAINER MUST BE MONITORED ON A WEEKLY BASIS AND CONDITION NOTED ON EROSION& PERENNIAL STREAMS,EXISTING GRATE DRAWN: N. SCHAUFENBUEL SEDIMENT CONTROL INSPECTION REPORT. 6. IT IS RECOMMENDED THAT SEDIMENT CONTROL LOGS BE TRENCHED INTO THE GROUND TO A DEPTH OF APPROXIMATELY 3 OF THE FRONT, BACK AND BOTTOM TO BE 2. CONCRETE MUST BE REMOVED ONCE THE CONTAINER IS 1/2 FULL.CONCRETE MUST BE DIAMETER OF THE LOG. IF TRENCHING TO THIS DEPTH IS NOT FEASIBLE AND/OR DESIRABLE (SHORT TERM INSTALLATION WITH DESIRE DESIGNED: N. SCHAUFENBUEL MADE FROM SINGLE PIECE OF FABRIC DISPOSED OF PROPERLY. NOT TO DAMAGE LANDSCAPE) A LESSER TRENCHING DEPTH MAY BE ACCEPTABLE WITH MORE ROBUST STAKING. COMPOST LOGS THAT AREA 8 LB/FT DO NOT NEED TO BE TRENCHED,CONTAINER SPECIFICATIONS: CHECKED: P. SCHROEDER 1. CONTAINER MUST BE CLEARLY LABELED"CONCRETE WASHOUT AREA" 7. THE UPHILL SIDE OF THE SEDIMENT CONTROL LOG SHALL BE BACKFILLED WITH SOIL OR FILTER MATERIAL THAT IS FREE OF ROCKS AND DEBRIS. THE SOIL SHALL BE TIGHTLY COMPACTED INTO THE SHAPE OF A RIGHT TRIANGLE USING A SHOVEL OR WEIGHTED LAWN PROJECT NO: 14356.00 2. CONTAINER MUST BE PLACED IN AN EASILY ACCESSIBLE AND UNSIGHTLY ROLLER OR BLOWN IN PLACE. LOCATION 8. FOLLOW MANUFACTURERS' GUIDANCE FOR STAKING. IF MANUFACTURERS' INSTRUCTIONS DO NOT SPECIFY SPACING, STAKES SHALL BE 3. THE CONTAINER MUST BE PORTABLE AND WATER TIGHT. PLACED ON 4' CENTERS AND EMBEDDED A MINIMUM OF 6" INTO THE GROUND. 3" OF THE STAKE SHALL PROTUDE FROM THE TOP OF SHEET TITLE 4. THE CONTAINER MAY HAVE ACCESS RAMPS. THE LOG. STAKES THAT ARE BROKEN PRIOR TO INSTALLATION SHALL BE REPLACED. COMPOST LOGS SHOULD BE STAKED 10' ON 5. THE CONTAINER MUST HAVE A MINIMUM HOLDING CAPACITY OF 10 CUBIC YARDS CENTER. OF WASHED CONCRETE. CONCRETE WASHOUT DETAIL Special Details Special Details EDIMENT CONTROL LOGS CIVI L DETAI LS r CITY OF INLET PROTECTION i� CITY OF CONCRETE WASHOUT C>N�OTTOSCALE Date: Date: 01-20-17 04-30-18 Revised: H U-EC-5 DETAIL Revised: H U-EC-10 EST.1906 03-12-20 EST.1906 03-12-20 SHEET C5e0