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STEEL FENCE POST(T-POST), MINIMUM T LONG, 6' ATTACH FABRIC TO POSTS MAXIMUM SPACING. WITH MINIMUM 3 ZIP TIES (50 LB. TENSILE) PER POST DEFLECTOR PLATE IN TOP 8" OF FABRIC. ' OVERFLOW 1 -CENTER OF FILTER ASSEMBLY MONOFILAMENT GEOTEXTILE OVERFLOW 2-TOP OF CURB BOX FABRIC PER MNDOT TABLE A N D E R S 0 N / 3886-1 (MACHINE SLICED). 10"FILTER ASSEMBLY 20'RADIUS MINIMUM 1 3 6 0 5 1st Avenue N . # 1 0 0 FACE AWAY PO MACHINE SLICE Plymouth, MN 55441 1 ae-mn.com TO FACE AWAAYY CURB FROM FABRIC. 8"-12" DEPTH (PLUS 6" FLAP) P 763.412.4000 1 F 763.412.4090 Anderson Engineering of Minnesota, LLC S0 RqS 20'RADIUS MINIMUM OF SURFACE FLOW .. DIRECTION i I , CG-23 HIGH-FLOW /_� � �� - - v� � • 24" MINIMUM HIGH-FLOW FABRIC ONEKA PRAIRIE 1"TO 2" , CRUSHED ROCK =- 2a ` POST EMBEDMENT 6"MIN. DEPTH NOTE: THE MACHINE SLICED METHOD (THIS DETAIL) IS THE STANDARD SILT FENCE INSTALLATION METHOD. HEAVY-DUTY(ERO-1B) OR STANDARD ERO-1C SILT FENCE INSTALLATION METHODS SHOULD ONLY BE USED NOTES: C ) 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. NOTES: COMPACTION: 3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION.1. CRUSHED CONCRETE IS NOT ALLOWED AFTER"SLICING" IN THE FABRIC AND BEFORE INSTALLATION MAINTENANCE: SOUTHWIND HOLDINGS, LLC 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. INSTALL STEEL POSTS AND PULL UP FABRIC TO ATTACH AT A UNIFORM HEIGHT. Special Details Special Details �' Special Details Q, �� CITY OF CMTY OF ��.. CITY` OF= ROCK CONSTRUCTION Date: SILT FENCE MACHINE SLICED Date: WIMCO CURB & GUTTER Date: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR -o t 04-01-15 09-01-15 04-01-15 REPORT WAS PREPARED BY ME OR UNDER MY DIRECT vi ENTRANCE HU-EC-1 HU-EC-2 INLET PROTECTION (CG23) HU-EC-4 SUPERVISION AND THAT I AM A DULY LICENSED J_ Revised: Revised: Revised: Q 1 EST.1906 03-12-20 EST:,19as 03-12-20 EST.,1so6 03-12-20 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE w OF MINNESOTA. 0 �i PRINT NAME: ADAM THIELE, PE 0 0 MnDOT 3733 CONCRETE WASHOUT CONTAINMENT SIGNATURE: Cn 6"X 6"TRENCH WITH LEADING EDGE GEOTEXTILE 1. THE OWNER REQUIRES THE USE OF CONTAINED CONCRETE WASHOUT AREAS. w OF TYPE IV GEOTEXTILE FABRIC 2. CONTAINED CONCRETE WASHOUT AREA LOCATIONS SHALL BE IDENTIFIED ON THE STORM WATER w FABRIC POLLUTION PREVENTION PLAN (SWPPP). CONTAINERS SHALL BE PLACED IN SAFE, EASILY ACCESSIBLE, DATE: 08/09/2022 LICENSE N0. 51317 STAPLED AT 1' INTERVALS AND POINT 1 AND IN LOCATIONS APPROVED BY THE ENGINEER. _ BACKFILLED WITH NATURAL SOIL 3. CONTAINED CONCRETE WASHOUT AREA MUST BE CLEARLY LABELED "CONCRETE WASHOUT AREA" 0 4. CONTAINED CONCRETE WASHOUT AREA MUST BE WATERTIGHT. REVISION LOG j WOODEN LATH SHALL BE NAILED 2"X 4"HORIZONTAL MEMBERS 5. CONTAINED CONCRETE WASHOUT AREA'S OVERALL CONDITION AND APPROXIMATE VOLUME MUST BE to SECURELY TO THE POST MEMBER TO CONTINUOUS AROUND TOP AND NOTED ON EACH WEEKLY EROSION CONTROL INSPECTION REPORT. SECURE FILTER FABRIC. DITCH CHECK NO. DATE DESCRIPTION OF REVISIONS BOTTOM.FASTENED TO EACH POST 6. CONTAINED CONCRETE WASHOUT AREA MUST HAVE A MINIMUM CAPACITY SIZE OF 12,X 8'X 21OR 10 USING 2-20D COMMON NAILS ROCK/BIO WEEPER CUBIC-YARDS VOLUME. p 1 8/19/22 REVISED PER CITY COMMENTS a OR CHECK DAM 7. CONTAINED CONCRETE WASHOUT AREA MUST BE MAINTAINED ONCE LEVELS REACH 112 FULL. 0 R� _ 8. CONCRETE WASTE MUST BE DISPOSED OF PROPERLY IN ACCORDANCE TO MPCA REQUIREMENTS, O 2 10/31/22 REVISED PER UPDATED DELINEATION O F � STATE, AND FEDERAL LAWS.9. DAMAGE TO THE CONTAINED CONCRETE WASHOUT CONTAINMENT SYSTEM MUST BE REPORTED TO THE 3 11/18/22 REVISED PER CITY COMMENTS j 2"X 4"X 2.5'LONG WOOD MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE NOTE: �O� POSTS,8 REQ'D. . - OWNER WITHIN 24 HOURS OF DISCOVERY. 3886-1 (MACHINE SLICED). POINT 1 MUST BE A �� 10. AN OWNER-APPROVED CONCRETE WASHOUT VENDOR MUST BE USED AND A MINIMUM OF A MONTHLY 4 11/21/22 STORM SEWER REVISIONS - ADDITIONAL 8-10"OF FABRIC FLAP ` ` MAINTENANCE CONTRACT ISSUED. A COPY OF THIS CONTRACT MUST BE KEPT ON FILE WITH THE U AT BOTTOM OF BOX MINIMUM OF 6" HIGHER _ �� MIN. 6" OVERLAP OWNER. rol THAN POINT 2 TO ENSURE IF NECESSARY, / THAT WATER FLOWS OVER STAPLE V O.C. CORRECTIVE ACTION o THE DITCH CHECK AND THE OWNER RESERVES THE RIGHT TO DIRECT ANY REQUIRED MAINTENANCE OR REMOVAL OF ANY = NOT AROUND THE ENDS. POINT 2 6 11 GAUGE METAL CONCRETE WASTE ON SITE. THIS INCLUDES, BUT IS NOT LIMITED TO, LEAKING CONTAINERS, CONTAINERS STAPLES SPACED 2' O.C. THAT ARE MORE THAN 1/2 FULL FOR ONE INSPECTION PERIOD,ANY CONCRETE WASHOUT PILES THROUGHOUT THE SITE,AND CONCRETE SLURRY RESULTING FROM CUTTING AND MASONRY WORK. THE PRELIMINARY PLAT w HEIGHT WIDTH FEES INCURRED FROM THE MAINTENANCE OR REMOVAL OF CONCRETE WASTE IS INCIDENTAL TO THE WORK GENERATING THE WASTE,AND NO ADDITIONAL COMPENSATION WILL BE MADE THERETO. r (INCHES) (INCHES) MATERIAL 08/09/2022 ry n oeN SMALL CHECK 24 12 - 18 MnDOT 3601 CLASS II RIP RAP 00 DESIGNED: DRAWN: CHECKED BY: N LARGE CHECK 36 24 - 30 MnDOT 3601 CLASS III RIP RAP Y AT JR AT z � r ROCK WEEPER 18 6 - 12 MnDOT 3882 TYPE 9 MULCH t T (1 1/2 WASHED ROCK) CONCRETE DRAWING TITLE WASHOUT AREA ANCHOR TRENCH o _ ,; 1. DIG 6" X 6"TRENCH 1'TO 3' MATERIALS colic CONCRETE WASHOUT SIGN DETAIL FACn BRIC FLAP EXTENDING 2. LAY BLANKET IN TRENCH I~� (SEE TABLE) MINIMUM SIZE: �FT� p ?, ; ;'; BEYOND BOTTOM 2"x4"-BURY 3. STAPLE AT 1.5' INTERVALS :6". 12'Lx8'Wx2'H OR A MINIMUM �L / - - '%/ UNDER ROCK TO PREVENT I VOLUME OF 7.1 CUBIC YARDS. 9S' jo ' UNDERWASHING 4. SOIL AND COMPACTU�L : .. �; tioG� CO�CR��S �SSP�� DETAILS 00 m WIDTH MAINTENCE �p.SH NOS gNOWN`N 0 (SEE TABLE) Rp,MP5 + 1 1/2"WASHED ROCK 1' PCCe5S DEEP X V WIDE MAINTENANCE: o >1.5 1. CONTAINER MUST BE MONITORED ON A WEEKLY BASIS AND CONDITION NOTED ON EROSION& •6 SEDIMENT CONTROL INSPECTION REPORT. NOTES: HEIGHT 2. CONCRETE MUST BE REMOVED ONCE THE CONTAINER IS 1/2 FULL.CONCRETE MUST BE CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE DIRECTION OF 1 CSEE TABLE DISPOSED OF PROPERLY. INLET STRUCTURE WITH 6"MINIMUM CLEARANCE TO EDGES OF ) O STRUCTURE.SILT BOX SURFACE FLOW CONTAINER SPECIFICATIONS: a� U 1. CONTAINER MUST BE CLEARLY LABELED"CONCRETE WASHOUT AREA" TO BE PLACED ON AN EVEN SURFACE 6"BELOW STRUCTURE 2. CONTAINER MUST BE PLACED AN EASILY ACCESSIBLE AND UNSIGHTLY G TLYLd DRAWING N 0. OPENING.TOP OF SILT BOX TO LOCATION Q EXTEND 18"MINIMUM ABOVE EXISTING GRADE. TYPE IV GEOTEXTILE FABRIC ANCHORED 3. THE CONTAINER MUST BE PORTABLE AND WATER TIGHT. n " �� STAPLE DOWNSTREAM 4. THE CONTAINER MAY HAVE ACCESS RAMPS. N IN 6 X 6 TRENCH WITH 6 , 11 GAUGE MUST E N METAL STAPLES AT V INTERVALS SIDE OF FABRIC AT T INTERVALS 5 OF W SH DTHEI NER CONCRETE.AVE A MINIMUM HOLDING CAPACITY OF 10 CUBIC YARDS a CONCRETE WASHOUT DETAIL N 0 o CITY nF Special Details Special Details CIY F Special Details / i CITY OF T O INLET PROTECTION Date DITCH CHECK SPACING CONCRETE WASHOUT Date: 01-20-17 09-01-15 04-30-18 oER Revised:SILT BOX FOR BEEHIVE BASING HU-EC-6 FOR ROCK/BIO DAM Revised: HU-EC-8 DETAIL Revised: HU-EC-10 N C 03-12-20 ESZ 19.06 03-12-20 EST.1906 03-12-20 PLOTTED: COMM. NO. N w o ---- 17004 z x