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STEEL FENCE POST(T-POST), MINIMUM Y LONG, 6' ATTACH FABRIC TO POSTS MAXIMUM SPACING. WITH MINIMUM 3 ZIP TIES (50 LB. TENSILE) PER POST WOODEN LATH SHALL BE NAILED 2"X 4" HORIZONTAL MEMBERS DEFLECTOR PLATE IN TOP 8"OF FABRIC. SECURELY TO THE POST MEMBER CONTINUOUS AROUND TOP AND TO SECURE FILTER FABRIC. BOTTOM. FASTENED TO EACH POST OVERFLOW 1-CENTER OF FILTER ASSEMBLY MONOFILAMENT GEOTEXTILE USING 2-20D COMMON NAILS OVERFLOW 2-TOP OF CURB BOX FABRIC PER MNDOT TABLE 3886-1 (MACHINE SLICED). 1D"FILTER ASSEMBLY 2 X 4 X 2.5 LONG MONOFILAMENT GEOTEXTILE 20'RADIUS MINIMUM WOOD POSTS, 8 REQ'D. FABRIC AS PER MNDOT TABLE III I POST NOTCHES 3886-1 (MACHINE SLICED). IIIII MACHINE SLICE ADDITIONAL 8-10" OF FABRIC TO FACE AWAY 8"-12" DEPTH (PLUS 6" FLAP) FLAP AT BOTTOM OF BOX FROM FABRIC. � cuR6 O QAp FoeU44 o AS 2C RADIUS MINIMUM l FNG��ER I J _� ON OF SURFACE FLOW ' DIRECn j fV III (A) x CG-23 HIGH-FLOW 1"To 2" 24" MINIMUM { HIGH-FLOW FABRIC CRUSHED ROCK Z°� POST EMBEDMENT _ T , 6"MIN. 8-10" FABRIC FLAP EXTENDING DEPTH BEYOND BOTTOM 2"x4" - BURY UNDER ROCK TO PREVENT NOTE; UNDERWASHING THE MACHINE SLICED METHOD (THIS DETAIL) IS THE STANDARD SILT FENCE INSTALLATION METHOD. HEAVY-DUTY(ERO-16) OR STANDARD (ERO-1C) SILT FENCE INSTALLATION METHODS SHOULD ONLY BE USED 1 DE WASHED ROCK NOTES 1' DEEP X 1'WIDE 1. THE ROAD DRAIN-CURS&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 NOTES: RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRAT€ON CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT 2. THE ROAD DRAIN-CURB u GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. 3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. NOTES �COMPACTION: AROUND THE INLET STRUCTURE WITH 6" MINIMUM 1. CRUSHED CONCRETE IS NOT ALLOWED AFTER"SLICING" IN THE FABRIC AND BEFORE INSTALLATION CLEARANCE TO EDGES OF STRUCTURE. SILT BOX MAINTENANCE: 2- GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE OF STEEL POSTS, DRIVE INSTALLATION EQUIPMENT OVER THE TO BE PLACED ON AN EVEN SURFACE 6" BELOW I. 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 STRUCTURE OPENING.TOP OF SILT BOX TO 2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. INSTALL STEEL POSTS AND PULL UP FABRIC TO ATTACH AT EXTEND 18" MINIMUM ABOVE EXISTING GRADE. A UNIFORM HEIGHT. Special Details Special Details Special Details Special Details L[tA=U=X=17 OF CITY OF �, CITY OF � CITY €7FROCK CONSTRUCTION Date SILT FENCE MACHINE SLICED Dae INLET PROTECTION SILT BOX °dSe1WIMCO CURB & GUTTER Dae.04-61-15 69-01-15 69-61-15 D4-61-15 ENTRANCE Ren d HU-EC-1 Re,1Se01 HU-EC-2 FOR CATCH BASIN BEFORE ROAD HU-EC-3 IWGO INLET PROTECTION (CG23) HU-EC-4 Ravisetl Reused EST.1906 03-12-20 EST-190s 03-12-20 EST.1906 CONSTRUCTION 03-12-20 EST. L406 03-12-20 PLAN MnDOT 3733 6" X 6"TRENCH WITH LEADING EDGE GEOTEXTILE OF TYPE IV GEOTEXTILE FABRIC FABRIC SEDIMENT CONTROL LOG AND INLET PROTECTION BAG STAPLED AT 1'INTERVALS AND POINT 1 f ,J0,0000C V J 0(_ BACKFILLED WITH NATURAL SOIL WOODEN LATH SHALL BE NAILED JV O0 v0 J G 2"X 4"HORIZONTAL MEMBERS o 0 STORM SEWER GRATE WITH SECURELY TO THE POST MEMBER TO CONTINUOUS AROUND TOP AND ` �0 w ` INLET PROTECTION BAG OVERFLOW SECURE FILTER FABRIC. BOTTOM.FASTENED TO EACH POST 0 DITCH CHECK GAP 0 USING 2-20D COMMON NAILS D�O) 000 ROCK�BIO WEEPER 00 O OC o0 oC oC oC o OR CHECK DAM CURB AND GUTTER INLET ��0�0 00 000 MONOFILAMENT GEOTEXTILE PROPOSED CURB 2"X 4"X 2.5'LONG WOOD FABRIC AS PER MNDOT TABLE d`!0 00 o0 00 00 0 POSTS.8 REQ'D. 3886-1 (MACHINE SLICED). mot^Oo ao o'0o NOTE: ADDITIONAL 8-1C"OF FABRIC FLAP 00 POINT 1 MUST BE A AT BOTTOM OF BOX MINIMUM OF 6" HIGHER MIN. 6" OVERLAP THAN POINT 2 TO ENSURE IF NECESSARY, THAT WATER FLOWS OVER STAPLE 1'O.C. ,a THE DITCH CHECK AND =DIRECTION of SURFACE FLOW NOT AROUND THE ENDS. POINT 2 6" 11 GAUGE METAL * . STAPLES SPACED 2'O.C. HEIGHT WIDTH 8-12"MINIMUM DEPTH 1 1!2"WASHED MATERIAL LIFTING STRAPS F .. „�; h. GRAVEL FILTER (INCHES) (INCHES) ti SMALL CHECK 24 12 - 18 MnDOT 3601 CLASS II RIP RAP CURB FILTER AGGREGATE LARGE CHECK 36 24 -30 MnDOT 3601 CLASS III RIP RAP BASE ROCK WEEPER 18 6 - 12 MnDOT 3882 TYPE 9 MULCH -- i (1 1/2" WASHED ROCK) LOW PROFILE WITH GUTTER FOR 4 SAFETY AND CURB APPEAL 1 ANCHOR TRENCH 1. DIG 6"X 6"TRENCH 1'TO 3' MATERIALS 8-10"FABRIC FLAP EXTENDING r,...-'.'.C, o.' o. v 2. LAY BLANKET IN TRENCH �� (SEE TABLE) BEYOND BOTTOM 2"x4"-BURY 3. STAPLE AT 1.5'INTERVALS �•F.is �, :` .'.MW INLET PROTECTION BAG DETAIL UNDER ROCK TO PREVENT v +(JT v UNDERWASHING STEEL 4. BACKFILL WITH NATURAL ` PLATE " SOIL AND COMPACT v WIDTH (SEE TABLE) 1 112"WASHED ROCK 1' AGGREGATE BAG TO BE HELD IN PLACE BY DEEP X V WIDE BACKFILL EXISTING GRATE - 71.5 FRONT,BACK AND BOTTOM TO BE NOTES IN PLACE EIGHT CATCHBA PLACE MADE FROM SINGLE PIECE OF FABRIC CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE o 1 INLET STRUCTURE WITH 6"MINIMUM CLEARANCE TO EDGES OF SIN DIRECTION OF (SEE TABLE) STRUCTURE-SILT BOX SURFACE FLOW TO BE PLACED ON AN EVEN SURFACE 6"BELOW STRUCTURE OPENING.TOP OF SILT BOX TO EXTEND 18"MINIMUM ABOVE EXISTING GRADE. TYPE IV GEOTEXTILE FABRIC ANCHORED IN 6" X 6"TRENCH WITH 6", 11 GAUGE STAPLE DOWNSTREAM — METAL STAPLES AT V INTERVALS SIDE OF FABRIC AT 2' INTERVALS Special Details CITY OF Special Details F Special Details �r CITY OF Date: Special Details ..`o CITY OF � i� CITY OF Date: Date: Date: INLET PROTECTION INLET PROTECTION INLET PROTECTION DITCH CHECK SPACING 01-26-17 01-2D-17 64-61-15 09-01-15 R-ieetl: HU-EC-5 SILT BOX FOR BEEHIVE BASING Re sed HU-EC-6 HU-EC-7 ROCK FILTER FOR CATCH BASIN REY1Sed FWGO FOR ROCK11310 DAM R--d H U-EC-B EST.1906 03-12-20 03-12-20 ESM 1906 DURING ROAD CONSTRUCTION 03-12-20 EST.I9n6 03-12-20 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLLAN WAS 13635 Johnson Street DWG: 2112 DTL1 PRECENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN DIRECTPSUPDERBI M ��Ejlj AMA Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 COMCAST (952) 607 4078 DULY ER ONALRFC ENGINEERING , IN ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS � Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEEr T! LAWS OF THE P XCEL ENERGY (612) 526-4508 FaX 763-862-8042 ONE U`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineers DETAILSSHEET:C 2 OF 67 800-252-1166 651-454-0002 DATE REG. N0. DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC FILE: 37—1 - 102