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HomeMy WebLinkAbout05050047.5GRADE SAW CUT 6 PAVING BACK FACE OF CURB I 4 1/2" 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 TO POURING CONCRETE; REMOVE AND INSTALL SEALANT AFTER COMPLETION L a M O N In Ln 0 N 0 m J in vi 0 0 0 U i g In N d' POINT PAVEMENT -D AGGREGATE REINFORCE CURB CORNERS W/ TWO CONT. #4 BARS -D SUBGP4DE WITH 4" LEGS. NOT REQUIRED ON RADIUS CURVES BROOM FINISH POOL_ DECK SECTION NOT -TO -SCALE (BY POOL CONTRACTOR) 4" CONC. WALK w/ 6 "X6" 10/10 WWM ON o 4" COMP. GRAN. FILL L) 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 (2) CONT. #4 BARS CURB/ SIDEWALK DETAIL NOT -TO -SCALE A" {- 3' 0" { L-"A" PLAN VIEW NOT -TO -SCALE 4" CONC. SIDEWALK w/ 6 "X6" 10/10 WWM 4" COMPACTED GRANULAR FILL / COMPACTED FILL L1/2" SAW -CUT GROOVES SEALED EXPANSION w_ JOINT < Q > (V SLOPED 4" CONC. RAMP W/ 6 "X6" 10/10 WWM SECTION "A" NOT -TO -SCALE 6'0" cn LLJ SECTION "B" NOT —TO —SCALE RAMP DETAIL NOT —TO —SCALE 4" CONC. WALK w/ 6 "X6" 10/10 WWM COMPACTED ; RANULAR FILL 'ACTED FILL 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 /EROSION CONTROL February 28, 2000 0 (BACK OF CURB (GRADED LAWNS * BACKFILL IIIV T ,�1111111111/1//I STOEPpF�����, GISTERO, No. 19358 STATE OF •,�, / / / / //OINALI111`` 0 HOT ASPHALTIC SURFACE TACK COAT 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 PREPARED SUBGRADE TYPICAL SIDEWALK SECTION NOT -TO -SCALE SOIL PROPERTY LINE * THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL F0 THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DLPTH, SUBGRADE UNDER ALL CURB SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. L Z Q ° SEALED EXPANSION JOINT (TYPICAL) "B„ „B., 0 z 00 "- z o Or- � N D o � � z 0 0j Y W z < W C) J i J 0 Q /*/O/ J J J W 0 � 1 1 a x W w a_ - I > CD > a m = z 6' -0" BETWEEN TRANSVERSE z N o JOINTS a N L-"A" PLAN VIEW NOT -TO -SCALE 4" CONC. SIDEWALK w/ 6 "X6" 10/10 WWM 4" COMPACTED GRANULAR FILL / COMPACTED FILL L1/2" SAW -CUT GROOVES SEALED EXPANSION w_ JOINT < Q > (V SLOPED 4" CONC. RAMP W/ 6 "X6" 10/10 WWM SECTION "A" NOT -TO -SCALE 6'0" cn LLJ SECTION "B" NOT —TO —SCALE RAMP DETAIL NOT —TO —SCALE 4" CONC. WALK w/ 6 "X6" 10/10 WWM COMPACTED ; RANULAR FILL 'ACTED FILL 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 /EROSION CONTROL February 28, 2000 0 (BACK OF CURB (GRADED LAWNS * BACKFILL IIIV T ,�1111111111/1//I STOEPpF�����, GISTERO, No. 19358 STATE OF •,�, / / / / //OINALI111`` 0 HOT ASPHALTIC SURFACE TACK COAT 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 PREPARED SUBGRADE TYPICAL SIDEWALK SECTION NOT -TO -SCALE SOIL PROPERTY LINE * THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL F0 THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DLPTH, SUBGRADE UNDER ALL CURB SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. 48' -0" BETWEEN EXPANSION JOINTS (MAX.) 4" MIN. CONCRETE SIDEWALK NOT -TO -SCALE m cn z 0 in > w 0' L Z Q ° � z 00 "- z o Or- � o D o � � z 0 � Y W z < W C) J i J W (n Q W 0 (n w J J J W 0 � x W w a_ - I > CD > a m = y o z 6' -0" BETWEEN TRANSVERSE z N o JOINTS a N 0 m U W N �\ DO - z 48' -0" BETWEEN EXPANSION JOINTS (MAX.) 4" MIN. CONCRETE SIDEWALK NOT -TO -SCALE m cn z 0 in > w 0' Ln O N N 0 w W U Fam V/ 0 L Z Q ° Y 0_ Q 00 "- Or- D w V 0 X z < J Q 0 CD Ln m = m LL_ Li Ln w\ z Q Y W II a N 0 m U W N �\ DO - z W Ln O N N 0 w W U Fam V/ 0 L Z Q ° W > 00 "- Or- D F__ V 0 X z < J CD V) Of I 00 (11`1 Uj II W Z O O DO z W 0 Z m J cf) Z Do O' 0 �_ `n V) Q W 0 Z 0 U ND I..I� /I- V! Z 0 U VJ W(n Q Q W W w 0 titnn Ov, O C� U ZQ 0 —� SHEET NO. J w ry Q U C800 JoB No.47425LA