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Home My WebLink About05050046.4Q N 0 Ln Ln 0 0 N tp L 0 ra J 0 14 N 0 0 0 0 rn Ln3 Ln Drop Inlet Protection Basket It is the intent of this device to detain water for the purpose of allowing suspended solids in the water to settle out before the water enters the storm structure. Some filtering will occur as water passes through the device. The bottom of this device is to seal against the flat outer part of the casting. The overall dimension of the basket shall be no smaller than the water inlet perforations in the casting and no larger than the outer dimensions of the casting. The height shall be 15" The basket frame shall be welded wire mesh rolled or bent and welded to itself to fit the casting. The wire size shall be no smaller than .149" dia. and openings no larger than 18 sq in. It is important that the bottom of the wire frame be smooth so as not to allow any leakage between the basket and casting. The top of the basket shall be open to prevent flooding during heavy storm events. Fabric shall be woven polypropylene allowing 15- 25gaUmin/sq in. If non -woven fabric is used, the maintenance intervals should be increased to replace silt laden fabric. The fabric shall be attached to the frame and folded under the bottom to help seal against the casting. This device should be used in conjunction with other Best Management Practices to maximize the efficiency of the erosion control plan. Suppliers for this product include: Lakeside Supply Inc. (317) 281 -2661, Turfgrass Inc (317) 894 -3276. GRADE BACK FACE OF CURB 4 1/2" POINT PAVEMENT D AGGREGATE -D SUBGRADE CONCRETE ROLL CURB 8c GUTTER CONTRACTION JOINTS @ 8' -0" O.C.. OR AS SHOWN ON PLAN. PROVIDE EXPANSION JOINT WHEREVER CONCRETE SLAB MEETS A VERTICAL WALL INSTALL RETRACTABLE TOP EXPANSION JOINT PRIOR 3/8' TO POURING CONCRETE; REMOVE AND INSTALL I I SEALANT AFTER COMPLETION SAW CUT 1- 6 J r— PAVING 4" CONC. WALK w/ I 6 "X6" 10/10 WWM ON J 4" COMP. GRAN. FILL ° U REINFORCE CURB CORNERS W/ TWO CONT. #4 BARS WITH 4" LEGS. NOT REQUIRED ON RADIUS CURVES LJ, BROOM FINISH SEALANT PREMOLDED EXPANSION JOINT FILLER COLORED TO MATCH CONCRETE AFTER CONSTRUCTION; CUT BACK 1/4" POOL DECK SECTION NOT -TO -SCALE (BY POOL CONTRACTOR) AIR ENTRAINED CONCRETE w/ FIBER MESH REINF. PREMOLDED EXPANSION JOINT FILLER COLORED TO MATCH CONCRETE; AFTER CONSTRUCTION CUT BACK 1/4" 4" COMPACTED GRANULAR FILL COMPACTED SUBGRADE OR BACKFILL (2) CONT. #4 BARS i N CURB/ SIDEWALK DETAIL NOT -TO -SCALE N A" I__F_ 3, 0„ —I L- "A" 4" CONC. SIDEWALK w/_ 6 "X6" 10/10 WWM tl —.— 4" COMPACTED GRANULAR FILL COMPACTED FILL - 1/2" SAW -CUT GROOVES PLAN VIEW NOT -TO -SCALE SEALED EXPANSION w JOINT a > SECTION "A" NOT -TO -SCALE 0" to 4'0" 6'0" 0" to 4'0" it SLOPED 4" CONC. RAMP w/ 6 "X6" 10/10 WWM SECTION "B" NOT—TO—SCALE RAMP DETAIL NOT —TO —SCALE 4" CONC. WALK w/ 6 "X6" 10/10 WWM " COMPACTED 37RANULAR FILL ACTED FILL EROSION CONTROL NOTES 1. PROVIDE EROSION AND SEDIMENT CONTROL AS INDICATED ON DRAWINGS OR AS REQUIRED TO THE STANDARDS, SPECIFICATIONS, PROCEDURES 01: THE LOCAL, CITY AND COUNTY AGENCIES, WHICHEVER HAS JURISDICTION. 2. SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE ESTABLISHED IMMEDIATELY BEFORE ANY CLEARING, GRADING, EXCAVATION, FILLIN(,, OR OTHERWISE DISTRUBING OF NATURAL TERRAIN, AND IMMEDIATELY A'� REQUIRED AROUND ALL NEW CONSTRUCTION. THE CONTRACTOR SHALL PRESERVE NATURAL VEGETATION AS MUCH AS POSSIBLE. 3. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE. ONLY THOSE CONTROL'; AND DEVICES THAT ARE TEMPORARY IN NATURE SHALL BE MOVED OR MODIFIED TO ALLOW PROGRESS OF CONSTUCTION. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF EROAION AND SEDIMENTATION CONTROL MEASURES, AND ANY NECESSARY REPAIRS SHALL BE PERFORMED WITHOUT DELAY. THE G. C. SHALL BE TOTALLY RESPONSIBLE FOR THE CARE, MAINTENANCE, REPAIR AND RECONSTRUCTION OF ALL DEVICES, CONTROLS AND ERODED AREAS. 4. LAND ALTERATION WHICH STRIPS OR DISTURBS THE EXISTING VEGETATION SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED IMMEDIATELY FOLLOWING GRADING WITH TEMPORARY SEEDING AND HYDROMULCH. SEED SHALL BE "R" MIX AS SPECIFIED IN INDIANA STATE HIGHWAY SPECIFICATIONS AND SHALL BE APPLIED AT THE RATE OF 5 LBS /1000 S. F. VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE. 5. STRAW BALES AND /OR SILT FENCING PROTECTION SHALL BE USED AS INDICATED ON THE LANDSCAPE PLANTING PLAN. IF LOCAL ORDINANCE REQUIRE THEIR OWN DETAILS OF EROSION CONTROL /SEDIMENT DEVICES, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE LOCAL REQUIRED METHODS. 6. ALL MUD AND DIRT TRACKED OR SPILLED ON SITE PAVED AREA`,, OR ON EXISTING PUBLIC OR PRIVATE ROADS, STREETS, OR DRIVES MOST BE REMOVED QUICKLY AND PROMPTLY. S /30578 /LEGAL /EROSIONCONTROL February 28, 2000 BACK OF CURB GRADED LAWNS TOP SOIL e a L 1 =1'I MIN. 4 1= * BACKFILL M Cn Z 0 0 W a- 1' a w Q 0 > > O M = m LL J L W z D Y W can II a Cif L0 0 `tJunun1ieiq STOEPpF' \ SEALED EXPANSION JOINT (TYPICAL) „B >, „B„ 0 o J 19358 �Q QW STATE OF N �� z &A Lij o 2� L U 0 �L Q J 0 10 tP J W° L� 0 1 1 a: W L� a H > FINISH F N o z 6' -0" BETWEEN TRANSVERSE z N L- "A" 4" CONC. SIDEWALK w/_ 6 "X6" 10/10 WWM tl —.— 4" COMPACTED GRANULAR FILL COMPACTED FILL - 1/2" SAW -CUT GROOVES PLAN VIEW NOT -TO -SCALE SEALED EXPANSION w JOINT a > SECTION "A" NOT -TO -SCALE 0" to 4'0" 6'0" 0" to 4'0" it SLOPED 4" CONC. RAMP w/ 6 "X6" 10/10 WWM SECTION "B" NOT—TO—SCALE RAMP DETAIL NOT —TO —SCALE 4" CONC. WALK w/ 6 "X6" 10/10 WWM " COMPACTED 37RANULAR FILL ACTED FILL EROSION CONTROL NOTES 1. PROVIDE EROSION AND SEDIMENT CONTROL AS INDICATED ON DRAWINGS OR AS REQUIRED TO THE STANDARDS, SPECIFICATIONS, PROCEDURES 01: THE LOCAL, CITY AND COUNTY AGENCIES, WHICHEVER HAS JURISDICTION. 2. SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE ESTABLISHED IMMEDIATELY BEFORE ANY CLEARING, GRADING, EXCAVATION, FILLIN(,, OR OTHERWISE DISTRUBING OF NATURAL TERRAIN, AND IMMEDIATELY A'� REQUIRED AROUND ALL NEW CONSTRUCTION. THE CONTRACTOR SHALL PRESERVE NATURAL VEGETATION AS MUCH AS POSSIBLE. 3. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE. ONLY THOSE CONTROL'; AND DEVICES THAT ARE TEMPORARY IN NATURE SHALL BE MOVED OR MODIFIED TO ALLOW PROGRESS OF CONSTUCTION. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF EROAION AND SEDIMENTATION CONTROL MEASURES, AND ANY NECESSARY REPAIRS SHALL BE PERFORMED WITHOUT DELAY. THE G. C. SHALL BE TOTALLY RESPONSIBLE FOR THE CARE, MAINTENANCE, REPAIR AND RECONSTRUCTION OF ALL DEVICES, CONTROLS AND ERODED AREAS. 4. LAND ALTERATION WHICH STRIPS OR DISTURBS THE EXISTING VEGETATION SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED IMMEDIATELY FOLLOWING GRADING WITH TEMPORARY SEEDING AND HYDROMULCH. SEED SHALL BE "R" MIX AS SPECIFIED IN INDIANA STATE HIGHWAY SPECIFICATIONS AND SHALL BE APPLIED AT THE RATE OF 5 LBS /1000 S. F. VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE. 5. STRAW BALES AND /OR SILT FENCING PROTECTION SHALL BE USED AS INDICATED ON THE LANDSCAPE PLANTING PLAN. IF LOCAL ORDINANCE REQUIRE THEIR OWN DETAILS OF EROSION CONTROL /SEDIMENT DEVICES, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE LOCAL REQUIRED METHODS. 6. ALL MUD AND DIRT TRACKED OR SPILLED ON SITE PAVED AREA`,, OR ON EXISTING PUBLIC OR PRIVATE ROADS, STREETS, OR DRIVES MOST BE REMOVED QUICKLY AND PROMPTLY. S /30578 /LEGAL /EROSIONCONTROL February 28, 2000 BACK OF CURB GRADED LAWNS TOP SOIL e a L 1 =1'I MIN. 4 1= * BACKFILL M Cn Z 0 0 W a- 1' a w Q 0 > > O M = m LL J L W z D Y W can II a Cif L0 HOT ASPHALTIC SURFACE TACK COAT O �aQV•acaacc va Qav 'n °Qavvaavvov�aavacaa HOT ASPHALTIC BINDER COURSE PRIME COAT COMPACTED #53 CRUSHED STONE FILL COMPACTED #2 CRUSHED STONE FILL COMPACTED SUBGRADE AUTO PARKING SECTION NOT -TO -SCALE 4'-0" MIN I �MIN. 4 "- PREPARED SUBGRADE TYPICAL SIDEWALK SECTION NOT -TO -SCALE TOP SOIL I PROPERTY LINE * THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN I)EPTH. SUBGRADE UNDER ALL CURB SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. 0 `tJunun1ieiq STOEPpF' \ Q o J 19358 �Q QW STATE OF �� z &A Lij o 2� L U w v HOT ASPHALTIC SURFACE TACK COAT O �aQV•acaacc va Qav 'n °Qavvaavvov�aavacaa HOT ASPHALTIC BINDER COURSE PRIME COAT COMPACTED #53 CRUSHED STONE FILL COMPACTED #2 CRUSHED STONE FILL COMPACTED SUBGRADE AUTO PARKING SECTION NOT -TO -SCALE 4'-0" MIN I �MIN. 4 "- PREPARED SUBGRADE TYPICAL SIDEWALK SECTION NOT -TO -SCALE TOP SOIL I PROPERTY LINE * THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN I)EPTH. SUBGRADE UNDER ALL CURB SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. CONCRETE SIDEWALK NOT -TO -SCALE 11111a V/y) M N U_ O to >_ I W NN 00 L.L. X Q L` J 6) V) I (If N W I- W I Z_ O 00 Z W LO Z 0-) Ln F J � cf) 00 0 Q Z Q Z U.1 V! Q o J Z �Q QW z o �� z o ry o 2� L U =Z �L Q J Un In J W° L� 0 of a: W L� a H > > d F N o z 6' -0" BETWEEN TRANSVERSE z N o JOINTS 48' -0" BETWEEN EXPANSION JOINTS (MAX.) 4" MIN. CONCRETE SIDEWALK NOT -TO -SCALE 11111a V/y) M N U_ O to >_ I W NN 00 L.L. X Q L` J 6) V) I (If N W I- W I Z_ O 00 Z W LO Z 0-) Ln F J � cf) 00 0 Q Z Q Z U.1 V! Q J L �Q QW Z �Q O ry I— L U =Z �L Q L WQ � Z O U J Li Q U SHEET NO. C800 Joe No 47175AA