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Home My WebLink About03030046.10GR,4DE FENCE POST �1 FENCE POST SHOULD BE BURIED �1' BEL❑W GROUND SURFACE, SILT FENCE DETAIL NOT -TO -SCALE GROUND SURFACE .E MATERIAL SHOULD BE BURIED 6' BELOW GROUND SURFACE. ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE 2—WOOD STAKES 15"-20" IN GROUND (PER BALE) � � u r CHINK GAPS W/STRAW I y JY �Y L ••L — U STRAW BALE DAM DETAIL SECTION NOT—TO—SCALE BA SAW CUT FBACK FACE OF CURB I 6 -I r— PAVING I EROSION CONTROL NOTES 1. PROVIDE EROSION AND SEDIMENT CONTROL AS INDICATED ON DRAWINGS OR AS REQUIRED TO THE STANDARDS, SPECIFICATIONS, PROCEDURES OF 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, FILLING, OR OTHERWISE DISTRUBING OF NATURAL TERRAIN, AND IMMEDIATELY AS 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 CONTROLS 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 AREAS, OR ON EXISTING PUBLIC OR PRIVATE ROADS, STREETS, OR DRIVES MOST BE REMOVED QUICKLY AND PROMPTLY. S/30578/LEGAL/EROSIONCONTROL February 28, 2000 CONCRETE ROLL CURB & 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/ TO POURING CONCRETE; REMOVE AND INSTALL 3 SEALANT AFTER COMPLETION REQUIRED ON RADIUS CURVES BROOM FINISH SEALANT PREMOLDED EXPANSION JOINT FILLER COLORED TO MATCH CONCRETE AFTER CONSTRUCTION; CUT BACK 1/4" 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 A" �3'0"— I 1/2"+ 41/2- o z + w 0_ Z O O w o' 0 w Jw w a 4" CONC. WALK w/ O wUj w 1 ~ I >> 6"X6" 10/10 WWM ON H ~ z z 6'-0" BETWEEN TRANSVERSE z N z D < 4" COMP. GRAN. FILL o JOINTS o N 171/2" N 48'-0" BETWEEN EXPANSION JOINTS (MAX.) HOT ASPHALTIC SURFACE LOW POINT 2) CONT. #4 BARS TACK COAT PAVEMENT HOT ASPHALTIC BINDER COURSE ,. 4 - _'.::.:., -: :.•,...; - PRIME COAT °aQvvoavvavaaovovv°Qa vv av COMPACTED #53 CRUSHED " a a a oaovvavvao STONE FILL 6' a 61/2" COMPACTED #2 CRUSHED ?� STONE FILL CURB/ SIDEWALK DETAIL \. COMPACTED SUBGRADE 8, NOT -TO -SCALE AUTO PARKING SECTION COMPACTED AGGREGATE i REINFORCE CURB CORNERS NOT—TO—SCALE — TWO CONT. #4 BARS sW/ COMPACTED SUBGRADE WITH 4" LEGS. NOT CONCRETE ROLL CURB & 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/ TO POURING CONCRETE; REMOVE AND INSTALL 3 SEALANT AFTER COMPLETION REQUIRED ON RADIUS CURVES BROOM FINISH SEALANT PREMOLDED EXPANSION JOINT FILLER COLORED TO MATCH CONCRETE AFTER CONSTRUCTION; CUT BACK 1/4" 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 A" �3'0"— L—"A" PLAN VIEW NOT—TO—SCALE 4" CONC. SIDEWALK w/_ 6"X6" 10/10 WWM 4" COMPACTED GRANULAR FILL /I COMPACTED FILL — 1 /2" SAW—CUT GROOVES 4'0" SEALED EXPANSION w JOINT Q SECTION "A" NOT—TO—SCALE 0" to 4'0" 1 6'0" — _F 9� cn Lj N SLOPED 4" CONC. RAMP w/ 6"X6" 10/10 WWM SECTION "B" NOT—TO—SCALE POOL DECK SECTION NOT -TO -SCALE RAMP DETAIL (BY POOL CONTRACTOR) NOT—TO—SCALE 4" CONC. WALK w/ 6"X6" 10/10 WWM 11 COMPACTED ;RANULAR FILL DACTED FILL BACK OF CURB GRADED LAWNS 4'-0" MIN TOP SOIL PREPARED SUBGRADE TYPICAL SIDEWALK SECTION NOT -TO -SCALE 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 DEPTH. SUBGRADE UNDER ALL CURB , SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. o z sa w 0_ Z O O w o' 0 w Jw w a L—"A" PLAN VIEW NOT—TO—SCALE 4" CONC. SIDEWALK w/_ 6"X6" 10/10 WWM 4" COMPACTED GRANULAR FILL /I COMPACTED FILL — 1 /2" SAW—CUT GROOVES 4'0" SEALED EXPANSION w JOINT Q SECTION "A" NOT—TO—SCALE 0" to 4'0" 1 6'0" — _F 9� cn Lj N SLOPED 4" CONC. RAMP w/ 6"X6" 10/10 WWM SECTION "B" NOT—TO—SCALE POOL DECK SECTION NOT -TO -SCALE RAMP DETAIL (BY POOL CONTRACTOR) NOT—TO—SCALE 4" CONC. WALK w/ 6"X6" 10/10 WWM 11 COMPACTED ;RANULAR FILL DACTED FILL BACK OF CURB GRADED LAWNS 4'-0" MIN TOP SOIL PREPARED SUBGRADE TYPICAL SIDEWALK SECTION NOT -TO -SCALE 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 DEPTH. SUBGRADE UNDER ALL CURB , SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. r • , .�s 4" MIN. CONCRETE SIDEWALK NOT -TO -SCALE m w L� w U o z z o w 0_ Z O O w o' 0 w Jw w a w O wUj w 1 ~ I >> 0 H ~ z z 6'-0" BETWEEN TRANSVERSE z N z D < < o JOINTS f 48'-0" BETWEEN EXPANSION JOINTS (MAX.) r • , .�s 4" MIN. CONCRETE SIDEWALK NOT -TO -SCALE m w L� w U