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HomeMy WebLinkAboutC802 - CONSTRUCTION DETAILSA B C D E F G H J K L 151413121110987654321 151413121110987654321 A B C D E F G H J K L PRELIMINARY NOT FOR CONSTRUCTION This drawing is for review purposes only. 1100 Sycamore Street, Suite 200 Cincinnati, Ohio 45202 - Ph: 513.984.1070 702 N. Capitol Avenue Indianapolis, Indiana 46204 Ph: 317.636.3980 www.luminaut.com 13295 Illinois Street Suite 142 Carmel, IN 46032 ENGINEERING, LLC SNELLING Ph: (317) 697-0180 www.snellingeng.com IMI Headquarters New Build 10901 Illinois St. Carmel, IN 46032 IN22046 01/18/2023 GSS SEE PLAN 1 TAC REVISIONS 3/8/23 C802 CONSTRUCTION DETAILS 1 1 2 2 3 3 4 4 A A B B C C D D SHEET 1 OF 1 DWG NOSIZE SCALE REV ALL PRODUCTS MANUFACTURED BY INLET & PIPE PROTECTION, INC A DIVISION OF ADS, INC. WWW.INLETFILTERS.COM (866) 287-8655 PH (630) 355-3477 FX INFO@INLETFILTERS.COM FLEXSTORM CATCH-IT FILTERS FOR TEMPORARY INLET PROTECTION PRODUCT SELECTION AND SPECIFICATION DRAWING REMOVE GRATE DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING OR CONCRETE STRUCTURE REPLACE GRATE INSTALLATION: 1. 2. 3. *FLOW RATINGS SHOWN ARE 50% MAXIMIUM INDIANA . .ULTIMATE BYPASS AREA REPLACEABLE FILTER BAG W/STAINLESS CLAMPING BAND GALVANIZED STEEL FRAMING W/LIFT HANDLES FLEXSTORM CATCH-IT INLET FILTERS FOR ROUND OPENINGS FLEXSTORM CATCH-IT INLET FITLERS FOR CURB BOX OPENINGS (MAGNETIC CURB FLAP) REAR CURB GUARD FLAP WITH MAGNETIC TIE DOWNS REPLACEABLE FILTER BAG W/STAINLESS CLAMPING BAND . ULTIMATE BYPASS AREA GALVANIZED STEEL FRAMING W/LIFT HANDLES FLEXSTORM CATCH-IT INLET FITLERS FOR SQUARE/RECTANGULAR OPENINGS NOTES: 1. ALL FRAMING IS CONSTRUCTED OF CORROSION RESISTANT STEEL FRAMING FOR PROLONGED PRODUCT LIFE. 2. TOTAL BYPASS CAPACITY WILL VARY WITH EACH SIZED DRAINAGE STRUCTURE. FLEXSTORM DESIGNS FRAMING BYPASS TO MEET OR EXCEED THE DESIGN FLOW OF THE PARTICULAR DRAINAGE STRUCTURE. CONCRETE STRUCUTRES MAY REQUIRE ADDITIONAL REVIEW. 3. UPON ORDERING THE ADS P/N CONFIRMATION OF THE DOT CALLOUT, FLEXSTORM ITEM CODE, CASTING MAKE AND MODEL, OR DETAILED DIMENSIONAL FORMS MUST BE PROVIDED. 4. FOR WRITTEN SPECIFICATIONS AND MAINTENANCE GUIDELINES VISIT WWW.INLETFILTERS.COM ACIPP Flexstorm HD Specifications STEEPNESS OF SLOPELENGTH OF SLOPE IN FEETLOW FLOW CHANNEL6. 1. 3.5 STAPLE PER SQ. YD. 2 STAPLE PER SQ. YD.1 STAPLE PER SQ. YD. STAPLE PER SQ. YD. 0 25 50 75 100 125 150 175 200 225 250 275 300 AND SHORELINE APPLICATIONMED/HIGH FLOW CHANNEL1:12:13:14:1 20" XXXXX 4'XXXXX 2' XXXXX XX XXX 4' 4' 2' 3' 4' X X XXX X X XXX XX X X X X XX 211 ' 3' 3' X X X X XX X 3' 3' 6' X6' DC CC BBA B C B C D B A A LEVEL A LEVEL B 2. 5. 4.3. 1. 5. 2. 4. 3. 121 ' 1. FOR OPTIMUM PERFORMANCE LOWER WATER FROM LEVEL A TO LEVEL B BEFORE INSTALLATION, IF POSSIBLE. 2. PREPARE SOIL BEFORE INSTALLING BLANKETS INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED. 3. THE TOP EDGE OF THE BLANKET MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 4. PLACE BLANKETS END OVER END WITH A 3" TO 4" OVERLAP. STAPLE THROUGH BOTH BLANKETS OF THE OVERLAPPED AREA. APPROXIMATELY 6" APART. 5. THE EDGE OF THE BLANKET THAT FALLS BELOW NORMAL WATER LEVEL MUST BE ANCHORED IN A 12" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. (STONE MAY BE SUBSTITUTED FOR SOIL BACKFILL). 6. IF BANK IS STEEP OR IF WATER LEVEL VARIES MORE THAN THE WIDTH OF THE BLANKET, USE VERTICAL INSTALLATION, NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF 18" OR LONGER METAL/WASHER PINS MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. REFER TO GENERAL STAPLE PATTERN GUIDE FOR CORRECT STAPLE PATTERN RECOMMENDATIONS FOR SLOPE INSTALLATIONS. 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED. NOTE: WHEN USING SCC225, DO NOT SEED PREPARED AREA. AREA. SCC225 MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL THE BLANKETS DOWN THE SLOPE IN THE DIRECTION OF THE WATER FLOW. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" OVERLAP. 5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH APPROXIMATELY 6" OVERLAP. STAPLE THROUGH OVER- LAPPED AREA. APPROXIMATELY 12" APART. REFER TO GENERAL STAPLE PATTERN GUIDE FOR CORRECT STAPLE PATTERN RECOMMENDATIONS FOR SLOPE INSTALLATIONS. EROSION CONTROL MATTING - SHORELINE APPLICATION GENERAL STAPLE PATTERN GUIDE FOR EROSION CONTROL MATTING EROSION CONTROL MATTING - SLOPE APPLICATION 3.6. 1. B A C A C B 2. 8. 7. 4. 5. 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL. 4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE A DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE BLANKETS. 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED. 7. IN MEDIUM/HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOM- MENDED AT 30 TO 40 FOOT INTERVALS. USE ARROW OF STAPLES 4" APART OVER THE ENTIRE WIDTH OF THE CHANNEL. PLACE A SECOND ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN. 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL POINTS ALONG THE CHANNEL SURFACE. CRITICAL POINTS A. OVERLAPS AND SEAMS B. PROJECTED WATER LINE C. CHANNEL BOTTOM SIDE SLOPE VERTICES EROSION CONTROL MATTING - CHANNEL APPLICATION OR SPRAY DO NOT MOW USED FOR NATIVE PLANTS STORM WATER QUALITY TREATMENT CITY OF CARMEL FOR MORE INFORMATION SEE O&M MANUAL ON FILE AT THE "DO NOT MOW OR SPRAY" SIGN DETAIL Not to Scale Not to Scale Not to Scale Not to Scale Not to Scale