The URL can be used to link to this page

Home My WebLink AboutC30510 9abcd 8 7 6efgh109876 REVISIONS AND ISSUES5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netfhAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what's below. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaW200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSC305SWPPP DETAILSKnow what's Call below. before you dig. TEMPORARY CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE 8"FABRICFIL L S L O P E FILTER FABRIC 1-1/4" X 1-1/4" POSTS FLOW GENERAL NOTES: 1.FILTER FABRIC FENCE SHALL BE A MINIMUM OF 36" IN WIDTH. 2.TURN SILT FENCE UP SLOPE AT ENDS. 3.TRAINED INSPECTOR TO EXAMINE THE SILT FENCE WEEKLY AND AFTER EACH 1 2" STORM EVENT. ANCHOR SKIRT 4" MINIMUM Textile Strength @ 20% elongation........................ 50 lbs. per linear inch UV Resistance ..................................................... > 85 % Filtering efficiancy.................................................... 85% Slurry Flow Rate...................................................... 4.5 gpm/sq. ft Water Flow Rate....................................................... 220 gpm/square ft SILT FENCE Silt Fence shall be of a non-woven geotextile fabric design. All stakes shall be 1 1/4" X 1 1/4" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. TEMPORARY SILT FENCE NOT TO SCALE 6' WITHOUT WIRE BACKING 1'-0" 1-1/4" X 1-1/4" POST NON-WOVEN FILTER FABRIC SILT FENCE JOINT WRAP DETAIL NPDES SWP3 POSTING BOX 12" MIN. 42" 36" MIN. WOOD POST & METAL BRACKET (SEE POST DETAIL) NPDES POSTING BOX (MAILBOX) MIN. SIZE 10"w x 18"d NPDES POSTING BOX (MAILBOX) MIN. SIZE 10"w x 18"d NOMINAL 4"x4" POST (TREATED) GALVANIZED HARDWARE PAINTED, GALVANIZED ALUMINUM HARDWARE BRACKET PAINTED, GALVANIZED ALUMINUM NOTES: 1. NPDES POSTING BOX SHALL CONTAIN ALL APPROVED NPDES PERMIT DOCUMENTS, PLANS, SPECS AND OPERATION AND MAINTENANCE MANUALS. END VIEW SIDE VIEW SCALE: NONE PAV E D R O A D STABILIZE FOUNDATION GEOTEXTILE FABRIC TO 8" MIN. TEMPORARY DITCH CULVERT 15 0 ' M I N . O R A S SI T E A L L O W S INDOT #2 AGGREGATE 20' MI N. COURSE 8' WITH WIRE BACKING TYPICAL TOPSOIL STOCKPILE TOPSOIL S T O C K P I L E TYPICAL10' ± SILT FENCE STORMWATER POLLUTION PREVENTION SCHEDULE WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED EROSION CONTROL MEASURE TREE PROTECTION EXISTING INLET PROTECTION SILT FENCE STONE ENTRANCE TEMPORARY SEEDING PERMANENT SEEDING EROSION CONTROL MATTING INLET PROTECTION SEED, SOD & LANDSCAPE AROUND REMOVAL OF INLET PROTECTION REMOVAL OF SILT FENCE WATER AS NEEDED WATER AS NEEDED WATER AS NEEDED AS NEEDED N/A N/A MAINTENANCE INSTALLATION SEQUENCE AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER FINISHED GRADING AROUND FINISHED UNITS AFTER FINISH GRADING AFTER EACH INLET IS PLACED PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING AFTER ROUGH GRADING AFTER FINISH GRADING PRIOR TO CLEARING AND GRADING COIR FIBER MAT INLET PROTECTION NOT TO SCALE INSTALLATION KIT INCLUDES: 8 ZIP TIES 8 HOLD-DOWN PADS AND INSTRUCTIONS. THE HOLD-DOWN PADS SPREAD THE PRESSURE FROM TIGHTENED ZIP TIES. SKETCHES SHOW PROPER INSTALLATION. FLAT STREET OR PAVING GRATE 8 ZIP TIES AND HOLD-DOWN PADS BEEHIVE INLET GRATE 8 ZIP TIES AND HOLD-DOWN PADS STREET CURB INLET GRATE 7 ZIP TIES AND HOLD-DOWN PADS BEEHIVE INLET GRATE WITH OVERFLOW CUT-OUT 8 ZIP TIES AND HOLD-DOWN PADS 1.REMOVE SEDIMENT, DEBRIS, ICE AND SNOW FROM THE INLET GRATE SURFACE AND SURROUNDING AREA. 2.VERIFY FIT BY PLACING FILTER OVER INLET GRATE TO ENSURE THAT INLET FILTER EXTENDS AT LEAST ONE INCH BEYOND THE CASTING EDGES. THE OVERLAP SLOWS WATER FLOW AND STARTS FILTERING SEDIMENT AND DEBRIS BEFORE WATER DROPS INTO THE INLET. THE USER IS RESPONSIBLE FOR PROPER INSTALLATION. 3. POSITION THE MAT. PLACE INLET FILTER ON GRATE WITH THE NET SIDE DOWN, FLUSH TO THE BACK EDGE AND EXTENDING BEYOND THE GRATE OPENING ON THE FRONT AND BOTH SIDES. THE ZIP TIES ATTACH INLET FILTER TO THE INLET GRATE COVER WITHOUT LIFTING THE GRATE COVER. 4. INSERT ZIP TIES. LIFT INLET FILTER SLIGHTLY TO ENABLE YOU TO SEE THE FIRST GRATE BAR FROM THE EDGE OF THE GRATE COVER. PUSH THE POINTED END OF A SCREWDRIVER THROUGH INLET FILTER TO CREATE A PILOT HOLE TO THE SIDE OF THE GRATE BAR. PUSH THE POINTED END OF ZIP TIE THROUGH HOLE IN HOLD-DOWN PAD AND THEN THROUGH THE INLET FILTER. BEND ABOUT 3" OF THE END OF THE ZIP TIE BACK ON ITSELF AND STEP ON THE FOLD TO FORM A HOOK SHAPE. THE HOOK SHAPE MAKES IT EASIER TO GRAB THE END AFTER LOOPING UNDER THE GRATE BAR. NOW LOOP THE ZIP TIE UNDER THE GRATE BAR AND PULL UP: INSERT POINTED END OF TIE IN BOTTOM OF INLET FILTER ABOUT 2 INCHES FROM THE FIRST ENTRY POINT AND PUSH UP AND THROUGH FILTER AND SECOND HOLE IN HOLD-DOWN PAD. 5.TIGHTEN ZIP TIES. AFTER ATTACHING ALL OF THE ZIP TIES, RE-POSITION INLET FILTER TO COMPLETELY COVER AND OVERLAP THE GRATE. PULL FREE END OF ZIP-TIES HAND TIGHT TO ANCHOR INLET FILTER TO THE GRATE. CUT OFF FREE END OF ZIP TIES TO LEAVE A 1" TAIL. 6.EXTREME FLOW INSTALLATION REQUIRE- MENTS. SOME MUNICIPALITIES REQUIRE EXPOSED OVERFLOW. CHECK LOCAL REGULATIONS. EXPOSING THE EMERGENCY OVERFLOW ALLOWS UNFILTERED FLOW WHEN WATER DEPTH EXCEEDS INLET FILTER HEIGHT. IF NECESSARY, CUT INLET FILTER WITH A KNIFE OR SHEARS TO EXPOSE THE UPPER PORTION OF THE OVERFLOW SECTION. ALLOW THE STANDARD OVERLAP ON ALL SIDES OF INLET FILTER BEFORE CUTTING. MAINTENANCE INLET FILTER WILL COLLECT A LOT OF SEDIMENT. SWEEP TOP AND SIDES OF INLET FILTER TO REMOVE SEDIMENT AND DEBRIS AFTER EACH 1/2" RAIN EVENT. IN CASE OF STANDING WATER AT INLET, SWEEPING AWAY BUILT-UP DEBRIS ALLOWS WATER TO DRAIN THROUGH INLET FILTER. CUT OUT DO NOT COVER TOP OF CURB. CURB TOP TO ACT AS OVERFLOW. PERMANENT STABILIZATION AND RESTORATION SPECIFICATIONS General Construction operations shall be carried out in such a manner and sequence that erosion and water pollution will be minimized and held within acceptable limits. The completed project shall present a workmanlike appearance and conform to the line, grade and cross section of the project plans. All trees, stumps, brush and similar materials are to be removed from the site or disposed of in such a way as to have the least detrimental effect on the environment. Vegetative Establishment Vegetation will be established on all disturbed areas. Disturbed areas are to be seeded as soon as possible and as described in the construction sequence on this Sheet. Maintenance All seeded lawns shall be maintained for 60 days following final inspection by landscape architect after written request from the contractor. Maintenance to include watering, weeding, cultivating, mulching, mowing and all other necessary operations required for proper establishment of lawns. Seeding Topsoil shall be de-compacted to a depth of 6 inches and prepared in order to ensure a sufficient planting medium. Select a seed mixture based on the specifications for permanent seed. Apply 9 pounds of 12-0-12 fertilizer per 1000 sq. ft. in lawn filter strip area ONLY. Do not apply fertilizer in areas to receive Native Seed. Seed shall be applied with mechanical spreader or seed drill at rates specified per acre. Apply seed 1/2 one direction and 1/2 perpendicular to the first. Lightly rake and roll with 200 lb. roller. Apply hydromulch, straw mulch or erosion control blanket as specified on plans. Mulch Unless otherwise specified, erosion control blanket shall be installed as specified on the plans. Wood Fiber Hydromulcher: If approved by Owner, wood fiber hydromulch may be applied. Apply wood fiber at at rate of 1 ton/acre. Apply with a hydromulcher with tacking agent used according to manufacturer's recommendations. Maintenance All seeded lawns shall be maintained for 60 days following final inspection by landscape architect after written request from the contractor. Maintenance to include watering, weeding, cultivating, mulching, mowing and all other necessary operations required for proper establishment of lawns. NOT TO SCALE TREE PROTECTION DETAIL FLOW SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASH AREA. ABOVE GROUND CONCRETE WASHOUT AREA NOT TO SCALE PROFILE PLAN POLYETHYLENE LINING - 10 MIL THICK LINING TO EXTEND OVER THE BALES METAL PINS OR STAPLES TO SECURE THE POLYETHYLENE TO THE STRAW BALES POLYETHYLENE LINING - 10 MIL THICK LINING TO EXTEND OVER THE BALES METAL PINS OR STAPLES TO SECURE THE POLYETHYLENE TO THE STRAW BALES BINDINGS FOR STRAW BALES TO BE PLACED PARALLEL TO GROUND COMPACTED SOIL TO PREVENT PIPING STAKED STRAW BALE WASHOUT AREA LENGTH = 20' WASHOUT AREA WIDTH = 15' COMPACTED SOIL TO PREVENT PIPING NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. NOTE: CONTRACTOR SHALL PROVIDE ADDITIONAL WASHOUT STRUCTURES OR LARGER STRUCTURES IF REQURIED 2 WOOD OR METAL STAKES (TYP) PER BALE STRAW BALE ENTRENCHED 4" INTO GROUND STRAW BALE ENTRENCHED 4" INTO GROUND VELCRO CLOSURE LIFT STRAPS USED FOR EASY MOVEMENT AND INSPECTION OF UNIT STORM SEWER GRATE DANDY BAG R STORM SEWER GRATE DANDY CURB BAG TM OVERFLOW GAP CURB AND GUTTER INLET CURB FILTER LOW PROFILE WITH GUTTER FOR SAFETY AND CURB APPEAL LIFTING STRAPS STORM SEWER GRATE COMPLETELY COVERED BY HI-FLOW FABRIC DANDY BAG R Ò Grab Tensile Strength ASTM D 4632 kN (lbs)1.62 (365) X 0.89 (200) Grab Tensile Elongation ASTM D 4632 %24 X 10 Puncture Strength ASTM D 4833 kN (lbs)0.40 (90) Mullen Burst Strength ASTM D 3786 kPa (psi)3097 (450) Trapezoid Tear Strength ASTM D 4533 kN (lbs)0.51 (115) X 0.33 (75) UV Resistence ASTM D 4355 %90 Apparent Opening Size ASTM D 4751 Mm (US Std Sieve)0.425 (40) Flow Rate ASTM D 4491 1/min/m (gal/min/ft )5907 (145) Permittivity ASTM D 4491 Sec 2.1-1 22 Ò Ò Ô Grab Tensile Strength ASTM D 4632 kN (lbs)1.62 (365) X 0.89 (200) Grab Tensile Elongation ASTM D 4632 %24 X 10 Puncture Strength ASTM D 4833 kN (lbs)0.40 (90) Mullen Burst Strength ASTM D 3786 kPa (psi)3097 (450) Trapezoid Tear Strength ASTM D 4533 kN (lbs)0.51 (115) X 0.33 (75) UV Resistence ASTM D 4355 %90 Apparent Opening Size ASTM D 4751 Mm (US Std Sieve)0.425 (40) Flow Rate ASTM D 4491 1/min/m (gal/min/ft )5907 (145) Permittivity ASTM D 4491 Sec 2.1-1 22 Ô Ô NOT TO SCALE INLET SEDIMENT CONTROL DEVICES DETAIL SITE BRACKET PLATFORM PLATFORM PLATFORM NOTE: IF STONE PAVING IS TO BE USED AS A WHEEL WASH AREA, ALL RUNOFF SHALL BE DIRECTED TO A CONTAINED AREA WHERE SEDIMENT CAN BE COLLECTED AND REMOVED. NO SCALE SOILS MAP LEGEND SOILS MAP