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WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2" X 4" X 2.5' LONG WOOD POSTS, 8 REQ'D. NOTES: CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. F=ASTENED TO EACH POST USING 2-20D COMMON NAILS MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX 8-1.0" FABRIC FLAP EXTENDING BEYOND BOTTOM 2"x4" - BURY UNDER ROCK TO PREVENT UNDERWASHING 1 1/2" WASHED ROCK 1' DEEP X V WIDE �t CITY of INLET PROTECTION Special Details Date: GO SILT BOX FOR 01-20-17 BEEHIVE CASTING Revised HU—EC-6 \ EST. 1906 / PROPOSED PLAN <�_-- = DIRECTION OF SURFACE FLOW 8-12" MINIMUM DEPTH 1 1/2" WASHED GRAVEL FILTER CITY of INLET PROTECTION Special Details ROCK FILTER FOR CATCH Date 01-20-17 BASIN DURING ROAD Revised HU—EC-7 jR Esr.1906 CONSTRUCTION EXISTING GROUND SURFACE 00 ILTER FABRIC AS SPECIFIED LLER AS SPECIFIED FILL UPSTREAM BASE EDGE WITH 2" OF DIRT OR COMPOST TO EMBED ROLL. DIRECTION OF FLOW WOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C. WHEN INSTALLED ON GROUND. IF INSTALLED ON PVMT. PROVIDE SANDBAGS BEHIND AND ON TOP AT MIN. 10'0.C. NOTE: 1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL. 2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%D-70% PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897. 3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/811 . 4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE. 5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARY BY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION. 'C' SEDIMENT BIO -ROLL / COMPOST FILTER LOG NTS 'B' TAMP THE TRENCH FULL OF SOIL. SECURE WITH ROW OF STAPLES, 10" SPACING, 4" DOWN FROM TRENCH Y Y Y Y Y Y Y 0 Y Y rYY '�YrY � I � OVERLAP: BURY UPPER END OF LOWER STRIP AS IN 'A' AND'B'. OVERLAP END OF YYY TOP STRIP 4" AND STAPLE. .Y EROSION STOP: FOLD OF MATTING BURIED IN SILT TRENCH AND TAMPED. DOUBLEROW OF STAPLES. PLACE STAPLES 2 FEET APART TO KEEP MATTING FIRMLY PRESSED TO SOIL. EROSION BLANKET 'A' BURY THE TOP END OF THE MATTING IN A TRENCH 4" OR MORE IN DEPTH NOTE: 1. PLACE STAPLES 2 FEET APART KEEP MATTING FIRMLY PRESSED SOIL. TYPICAL STAPLE #8 GAUGE WIRE O O O hR R� C� G3 O M p Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-515-0060 MWF properties MILLER HANSON a r c h i t e c t s Nt M � I _ L0 W O I.L W 2 a > O Q LL cw M N IZT L0 Ln J O LU Z_ 2 C LU LU J J L0 QO ti 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Matthew R. Pavek DATE 2/15/19 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY:BN REVIEWED BY: DK PROJECT NUMBER: 18125 REVISION SUMMARY DATE I DESCRIPTION SWPPP - DETAILS "'= I SW1 02 2/14/2019 4:59 PM 1 0 COPYRIGHT2018 CIVIL SITE GROUP INC. INSTALLATION WIRE FENCING POST 1) SET POSTS AND 2) STAPLE THE EXCAVATE A6"X6" SEDIMENT CONTROL LOG AND INLET PROTECTION BAG WIRE MESH TRENCH UPSLOPE FENCING TO DEFLECTOR PLATE ALONG THE LINE EACH POST TRENCH OF THE POSTS OVERFLOW 1 -CENTER OF FILTER ASSEMBLY 6"X6" _ STORM SEWER OVERFLOW IIIII IIIII IIIII=11111= 1101=411111L==IIIII=IIIII= OVERFLOW 2 - TOP OF CURB BOX GRATE WITH GAP IIIII=IIIII 01111=IIIII=IIIII IIIII=IIIII INLET 11111- =11111- =-11111 10" FILTER ASSEMBLY CURB AND GUTTER PROTECTION BAG III =11111 =11111 IIIII INLET IIBACKFILL I 3) ATTACH THE FILTER 4) THE II FILTER FABRIC FABRIC TO THE TRENCH AND 50FL �I I WIRE FENCING AND COMPACT THE CURB O OPO S O�RFC/ljy�/til THE TRENCH COMPACTED EXCAVATED SOIL BACKFILL �,P� �\G � PCO &k yFN�"FFR .�.• P IIIII IIIII =IIIII=IIIII= IIIII=11111 ==11111=11111= ' —IIIII=11111 111111=11111 —11111—IIIII 11111 IIIII —IIIII— ` .p II III ==11111 =IIIII—Ll-11111 =11111 11111 =11111 IIIII . . . a' . a •p i LIFFTING • °.'� I I STRAPS ' . o I I BOTTOM ?) CG 23 HIGH-FLOW CURB 2" WASHEDCOARSE OF DRAINAGE WAY LL HIGH-FLOW FABRIC FILTER REGATE A�\�\�v� 2 LOW PROFILE WITH B O A A GUTTER FOR SAFETY 11 AND CURB APPEAL 6" MIN. DEPTH ELEVATION: POINTS "A" SHOULD E HIGHER THAN POINTSBB" NO SCALE B"INLET PROTECTION BAG DETAIL MAINTENANCE 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER NOTES: 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY THE SILT FENCE OR FILTER BARRIER IS NO LONGER 1. THE ROAD DRAIN -CURB & GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS BAG TO BE HELD IN AFTER EACH RAINFALL AND AT LEAST DAILY DURING REQUIRED SHALL BE DRESSED TO CONFORM WITH INSIDE THE STORM SEWER GRATE. AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE PLACE BY EXISTING PROLONGED RAINFALL. ANY REQUIRED REPAIRS THE EXISTING GRADE, PREPARED AND SEEDED. RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION. SHALL BE MADE IMMEDIATELY. 5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF 2. THE ROAD DRAIN -CURB & GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. GRATE 141�FROM NOTES: 2. SHOULD THE FABRIC DECOMPOSE OR BECOME H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS 3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. FRONT, BACK AND 1. CRUSHED CONCRETE IS NOT ALLOWED INEFFECTIVE PRIOR TO THE END OF THE EXPECTED REQUIRED AROUND WATER BODIES, STEEP SLOPES, BOTTOM TO BE MADE 2. CONSTRUCTION ENTRANCE SHALL BE A MINIMUM OF 24'X 50' USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, AND HIGHLY ERODIBLE SOILS. MAINTENANCE: SINGLE PIECE OF 3. GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE THE FABRIC SHALL BE REPLACED PROMPTLY. 1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT. CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. 4. MAINTENANCE IS INCIDENTAL 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER 2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. FABRIC EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY 1/2 THE HEIGHT OF THE BARRIER. CITY o� 1WG0ENTRANCE ROCK CONSTRUCTION Special Details Date: 04-01-15 Revised HU—EC-1 � �t CITY OF FWm PLACEMENT AND CONSTRUCTION OF A SILT FENCE Special Details Date: 04-01-15 Revised: HU—EC-2 > (-ITY of HUGO WIMCO CURB & GUTTER INLET PROTECTION (CG23) Special Details Date: 04-01-15 Revisetl: HU—EC-4 CITY o� 1WEST. INLET PROTECTION Special Details Date: 01-20-17 Revised: HU—EC-5 Es r. 1906 01-20-17 01-20-17 —� EST. lsots 01 —20-17 1906 WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2" X 4" X 2.5' LONG WOOD POSTS, 8 REQ'D. NOTES: CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. F=ASTENED TO EACH POST USING 2-20D COMMON NAILS MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX 8-1.0" FABRIC FLAP EXTENDING BEYOND BOTTOM 2"x4" - BURY UNDER ROCK TO PREVENT UNDERWASHING 1 1/2" WASHED ROCK 1' DEEP X V WIDE �t CITY of INLET PROTECTION Special Details Date: GO SILT BOX FOR 01-20-17 BEEHIVE CASTING Revised HU—EC-6 \ EST. 1906 / PROPOSED PLAN <�_-- = DIRECTION OF SURFACE FLOW 8-12" MINIMUM DEPTH 1 1/2" WASHED GRAVEL FILTER CITY of INLET PROTECTION Special Details ROCK FILTER FOR CATCH Date 01-20-17 BASIN DURING ROAD Revised HU—EC-7 jR Esr.1906 CONSTRUCTION EXISTING GROUND SURFACE 00 ILTER FABRIC AS SPECIFIED LLER AS SPECIFIED FILL UPSTREAM BASE EDGE WITH 2" OF DIRT OR COMPOST TO EMBED ROLL. DIRECTION OF FLOW WOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C. WHEN INSTALLED ON GROUND. IF INSTALLED ON PVMT. PROVIDE SANDBAGS BEHIND AND ON TOP AT MIN. 10'0.C. NOTE: 1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL. 2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%D-70% PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897. 3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/811 . 4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE. 5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARY BY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION. 'C' SEDIMENT BIO -ROLL / COMPOST FILTER LOG NTS 'B' TAMP THE TRENCH FULL OF SOIL. SECURE WITH ROW OF STAPLES, 10" SPACING, 4" DOWN FROM TRENCH Y Y Y Y Y Y Y 0 Y Y rYY '�YrY � I � OVERLAP: BURY UPPER END OF LOWER STRIP AS IN 'A' AND'B'. OVERLAP END OF YYY TOP STRIP 4" AND STAPLE. .Y EROSION STOP: FOLD OF MATTING BURIED IN SILT TRENCH AND TAMPED. DOUBLEROW OF STAPLES. PLACE STAPLES 2 FEET APART TO KEEP MATTING FIRMLY PRESSED TO SOIL. EROSION BLANKET 'A' BURY THE TOP END OF THE MATTING IN A TRENCH 4" OR MORE IN DEPTH NOTE: 1. PLACE STAPLES 2 FEET APART KEEP MATTING FIRMLY PRESSED SOIL. TYPICAL STAPLE #8 GAUGE WIRE O O O hR R� C� G3 O M p Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-515-0060 MWF properties MILLER HANSON a r c h i t e c t s Nt M � I _ L0 W O I.L W 2 a > O Q LL cw M N IZT L0 Ln J O LU Z_ 2 C LU LU J J L0 QO ti 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Matthew R. Pavek DATE 2/15/19 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY:BN REVIEWED BY: DK PROJECT NUMBER: 18125 REVISION SUMMARY DATE I DESCRIPTION SWPPP - DETAILS "'= I SW1 02 2/14/2019 4:59 PM 1 0 COPYRIGHT2018 CIVIL SITE GROUP INC.