The URL can be used to link to this page

Home My WebLink About03080010 Townhomes at Rangeline Block B - Construction Plans - Erosion Control Plan C801�-1" H.A.C. SURFACE 2" H.A.C. BINDER 6" #53 STONE PREPARED SUBGRADE PER INDOT No. 201 TYPICAL PAVEMENT SECTION 0 0 o 0 o 0 0 0 0 0 0 0 0 0 J ocJc EJ J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E E EJ Jc c 0 0000h�o GRADE 30" R.C.P. (1) LINE 0.116 PIPE W.W.F. 6" "B" BORROW INLET DETAIL FOR PAVED AREA DIMENSIONS (INCHES) (MAX) (I.D.) (MIN) 12 36 18 15 36 21 18 48 25 21 48 28 24 48 31 27 60 34 30 60 38 33 60 41 36 60 44 42 60 50 4" MIN RISER RING co STANDARD REINFORCED CONC. BASE BEEHIVE INLET DETAIL BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 NEENAH TYPE GRATE R-4380-6 COURTYARD DRAIN INLET DETAIL STD 2' CHAIR BACK CURB PAVEMENT SECTION SOIL PLACEMENT TRANS 12" MIN. No. 8 STONE 4" MIN.— No. 8 STONE VALLEY GUTTER AND SECTION (CHAIRBACK CURB) TRENCH AREA CLASS 1 CLASS II CLASS III CLASS IV BEDDING FLAT SHOVEL 85% 90% UNDISTURBED BOTTOM HAUNCH 85% 90% NO INITIAL BACKFILL NO COMPACTION 85% 90% NO 1/2 TRENCH DEPTH MIN. (GRANULAR MATERIAL TO II BE USED UNDER ALL 1 PAVED AREAS) 1' ,4 A 4' STORM SEWER TRENCH 8c PIPE EMBEDMENT DETAIL REQUIRED COMPACTION TABLE STANDARD PROCTOR DENSITY (ASTM D 2321) BACKFILL MATERIAL (SEE NOTE) NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING, IT MUST ALSO BE USED FOR HAUNCHING. TRA TION AREA SECTION "A-- A" BEDDING 0.D. OF PIPE 0000 000000 000000 000000 000000 0000 0 30" DIA. (RCP OR PRECAST) (1) LINE 0.116 PIPE W.W.F. 4' -0" SQUARE BASE STD 2' CHAIR BACK CURB ►II, all, alI„ ►II r /A BACKFILL MATERIAL CLASS I, II, III, IV OF THE U.S.C.S. SOIL CLASSIFICATION SYSTEM. PAVEMENT SECTION INITIAL BACKFILL AREA SPRING LINE OF PIPE HAUNCHING AREA BEDDING AREA No. 1772 -A NEENAH CASTING TYPICAL SIDEWALK SECTION NOT TO SCALE 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. TRANSVERSE EXPANSION JOINTS PAVEMENT BACKFILL SIDEWALK DETAIL PAVEMENT CURB JOINT DETAIL GRANULAR BACKFILL OF TOPSOIL PAVEMENT CONCRETE 3000 PSI 1 1/2"r VARIABLE 6' -O" BETWEEN TRANSVERSE JOINTS MAX. 1:12 PLAN VIEW CONCRETE SIDEWALK NOT TO SCALE TRANSVERSE CONTRACTION JOINTS (20' MAX. SPACING) COMPACTED SUBGRADE 2' CONC. ROLL CURB SECTION A -A WHEELCHAIR RAMP DETAIL 3" OF TOP SOIL EXISTING GROUND 6" STANDING CONCRETE CURB DETAIL BOTTOM OF CURB TOP OF CURB 6 CHAIRBACK CURB AND GUTTER (TYPE II) G C O Q. 950C STAil Noi fare o. DATE: 1 THIS DRAWING AND1 The pri4JISIGNS AND CONCEPTS CONTAINED HEREIN, AID THE EXCLUSIVE INTELLECTUAL PROPERTY OP THE SCHNEIDER CORPORATION, AND ARE NOT�;TO BE USED OR REPRODUCED, IN WHOLE OR IN'';PART, WITHOUT THE WRITTEN CONSENT OF ThE SCHNEIDER CORPORATION:; COPYRIGHTED BY THE SCHNEIDER CORP. (2003) r _ik�tYl*1!'7'f i er THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 t Carmel, IN 46032' Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.00m Architecture' Civil Engineering Environmental Engineering Geotechnical Services G I S* L I S Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation ,:�Engineering DATE: 07/18/03 DRAWN BY: DCC z E- z SGT NO.: 9. 0 9 1 SHEET 'TITLE: GENERAL I'DETAIIS BLOCK, AWING FILES: \4K\ 4580\ 001 \DWGS\C11. IC fl \C801.DWG A B C �-1" H.A.C. SURFACE 2" H.A.C. BINDER 6" #53 STONE PREPARED SUBGRADE PER INDOT No. 201 TYPICAL PAVEMENT SECTION 0 0 o 0 o 0 0 0 0 0 0 0 0 0 J ocJc EJ J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E E EJ Jc c 0 0000h�o GRADE 30" R.C.P. (1) LINE 0.116 PIPE W.W.F. 6" "B" BORROW INLET DETAIL FOR PAVED AREA DIMENSIONS (INCHES) (MAX) (I.D.) (MIN) 12 36 18 15 36 21 18 48 25 21 48 28 24 48 31 27 60 34 30 60 38 33 60 41 36 60 44 42 60 50 4" MIN RISER RING co STANDARD REINFORCED CONC. BASE BEEHIVE INLET DETAIL BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 NEENAH TYPE GRATE R-4380-6 COURTYARD DRAIN INLET DETAIL STD 2' CHAIR BACK CURB PAVEMENT SECTION SOIL PLACEMENT TRANS 12" MIN. No. 8 STONE 4" MIN.— No. 8 STONE VALLEY GUTTER AND SECTION (CHAIRBACK CURB) TRENCH AREA CLASS 1 CLASS II CLASS III CLASS IV BEDDING FLAT SHOVEL 85% 90% UNDISTURBED BOTTOM HAUNCH 85% 90% NO INITIAL BACKFILL NO COMPACTION 85% 90% NO 1/2 TRENCH DEPTH MIN. (GRANULAR MATERIAL TO II BE USED UNDER ALL 1 PAVED AREAS) 1' ,4 A 4' STORM SEWER TRENCH 8c PIPE EMBEDMENT DETAIL REQUIRED COMPACTION TABLE STANDARD PROCTOR DENSITY (ASTM D 2321) BACKFILL MATERIAL (SEE NOTE) NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING, IT MUST ALSO BE USED FOR HAUNCHING. TRA TION AREA SECTION "A-- A" BEDDING 0.D. OF PIPE 0000 000000 000000 000000 000000 0000 0 30" DIA. (RCP OR PRECAST) (1) LINE 0.116 PIPE W.W.F. 4' -0" SQUARE BASE STD 2' CHAIR BACK CURB ►II, all, alI„ ►II r /A BACKFILL MATERIAL CLASS I, II, III, IV OF THE U.S.C.S. SOIL CLASSIFICATION SYSTEM. PAVEMENT SECTION INITIAL BACKFILL AREA SPRING LINE OF PIPE HAUNCHING AREA BEDDING AREA No. 1772 -A NEENAH CASTING TYPICAL SIDEWALK SECTION NOT TO SCALE 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. TRANSVERSE EXPANSION JOINTS PAVEMENT BACKFILL SIDEWALK DETAIL PAVEMENT CURB JOINT DETAIL GRANULAR BACKFILL OF TOPSOIL PAVEMENT CONCRETE 3000 PSI 1 1/2"r VARIABLE 6' -O" BETWEEN TRANSVERSE JOINTS MAX. 1:12 PLAN VIEW CONCRETE SIDEWALK NOT TO SCALE TRANSVERSE CONTRACTION JOINTS (20' MAX. SPACING) COMPACTED SUBGRADE 2' CONC. ROLL CURB SECTION A -A WHEELCHAIR RAMP DETAIL 3" OF TOP SOIL EXISTING GROUND 6" STANDING CONCRETE CURB DETAIL BOTTOM OF CURB TOP OF CURB 6 CHAIRBACK CURB AND GUTTER (TYPE II) G C O Q. 950C STAil Noi fare o. DATE: 1 THIS DRAWING AND1 The pri4JISIGNS AND CONCEPTS CONTAINED HEREIN, AID THE EXCLUSIVE INTELLECTUAL PROPERTY OP THE SCHNEIDER CORPORATION, AND ARE NOT�;TO BE USED OR REPRODUCED, IN WHOLE OR IN'';PART, WITHOUT THE WRITTEN CONSENT OF ThE SCHNEIDER CORPORATION:; COPYRIGHTED BY THE SCHNEIDER CORP. (2003) r _ik�tYl*1!'7'f i er THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 t Carmel, IN 46032' Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.00m Architecture' Civil Engineering Environmental Engineering Geotechnical Services G I S* L I S Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation ,:�Engineering DATE: 07/18/03 DRAWN BY: DCC z E- z SGT NO.: 9. 0 9 1 SHEET 'TITLE: GENERAL I'DETAIIS BLOCK, AWING FILES: \4K\ 4580\ 001 \DWGS\C11. IC fl \C801.DWG