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Home My WebLink About04100003 VOWC Sect 5002, Construction Plans, pg 15BACKFILL TOPSOIL 6 COMPACTED SUBGRADE COMBINED CONCRETE CURB AND GUTTER (TYPE II) CURB STAMP NO SCALE 3' to a (75mm TO 100mm) HIGH LETTER TO BE STAMPED AS FOLLOWS: S is for Storm Sewer SS is for Sanitary Sewer D is for Subsurface or Base Drain C is for Conduit G is for Gas W is for Water NOTES: 1. Curb to be stomped at all locations where any of the above cross under a curb. 2. Letter to be stamped prior to concrete setting up, whenever possible. 3. Stamp to be a minimum of 1/2 inch (10mm) deep. Earth Cr Sidewalk Surfcce #8 Washed Aggregate Mir% NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17 OF STANDARD SPECIFICATIONS. INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED BY THE ENGINEER. L-1" #11 HAC SURFACE 2" #8 HAC BINDER 5" #53 STONE ASPHALT PATH SECTION Top So;I Compacted Backfill S lop e 4/ft Compacted Subgrode or Aggregate Base CITY OF CARMEL STANDARDS NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. REVISED TRANS STD 2' CHAIR BACK CURB PAVEMENT SECTION VALLEY GUTTER AND SECTION (CHAIRBACK CURB) TRA /AREA 6 "x 6 "x 4" TEE SECTION "A—A" SSD MAIN DOUBLE WALL "STREET" SSD CON ECTI ON S TO INDIVIDUAL LOTS STD 2' CHAIR BACK CURB 2 "x4" POST PAVEMENT SECTION NOTE: TEMP. EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE. PAVEMENT 6" CHAIRBACK CURB MAX. 1:12 A 1:10 4' -0" 1:10 SLOPE f SLOPE PLAN VIEW VALLEY GUTTER 1/4" PER FOOT MIN. 2' CONC. ROLL CURB SECTION A —A WHEELCHAIR RAMP DETAIL PLAN GRADE ALLEY GRADING DETAIL 6' CURB TRANSITION EIMEMIUMMUICIM 1/4" PER FOOT MIN 6" CHAIR BACK CURB J 1" #11 HAC SURFACE J 5" #5D HAC BASE 7" #53 COMPACTED STONE BASE COMMONS 7.0' CHAIR BACK CURB SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN TYPICAL SIDEWALK SECTION NOT TO SCALE STREET CROSS SECTION A -A TROWBRIDGE HIGH STREET TREATY LINE STREET 6" CHAIR BACK CURB 5' -0" MIN. R/W LINE 50' RIGHT OF WAY 28' FACE TO FACE PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 PROFILE GRADE 6" CHAIR BACK CURB SLOPE 1/4" PER FOOT MIN 40' RIGHT OF WAY 19' FACE TO FACE INISWIROWIMIAR SLOPE 1/4" PER FOOT MIN PROFILE GRADE STREET CROSS SECTION 6" CHAIR BACK CURB ode e e :i. a :i. :•e Vie •e. ••e.e•e: •a •e•e••e •o 1" #11 HAC SURFACE —J 5" #5D HAC BASE 7" #53 COMPACTED STONE BASE NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON. CHEW STREET ACADEMY LANE WEST DRIVE FILSON STREET ACADEMY LANE EAST DRIVE 23' PRIVATE DRIVE 9' FACE TO FACE 6" CHAIR BACK CURB PROFILE GRADE al nl _m- ai- lll_al- III m= m =w =m= w rmIgOiff J 1" #11 HAC SURFACE J 5" #5D HAC BASE 7" #53 COMPACTED STONE BASE NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON. TYPICAL PRIVATE DRIVE SECTION HORBECK STREET GREENCROFT STREET PAVEMENT TYPICAL ALLEY SECTION CURB JOINT DETAIL 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. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO 1/4" OF THE WALK THICKNESS. SIDEWALK DETAIL #11 HAC SURFACE 3" #9 HAC BINDER 6" #53 COMPACTED STONE BASE NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON. CONCRETE SIDEWALK NOT TO SCALE 1/4" PER FOOT MIN 5' WALK PIPE UNDERDRAIN (TYP) SEE DETAIL PIPE UNDERDRAIN (TYP) SEE DETAIL TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS (20' MAX. SPACING) LL1 z J SLOPE 1/4" PER FOOT MIN 0 SLOPE 1/4" PER FOOT MIN NrAvArA..onmiAmrdw■r r.• •.e •e.••e. ••'..L a.••e.• •••e..•e...�, •e. •e. •i. •e •e:•,00, ;o •o� e •o• e. e 6' —O" BETWEEN TRANSVERSE JOINTS o olong/no t puN T. Bo G \STEj� c No. o. 0000075 STATE OF ��unnNAl u1a�a\ `_``V`` DATE: 10/05/04 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF 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. (2004) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: 10/05/04 PROJECT NO.: 1238.5002 DRAWN BY: DCC CHECKED BY: SHEET TITLE: STREET DETAILS DRAWING FILES: N: \1238 \5002 \DWGS \C801.DWG SHEET NO.: de- C (b 0 BACKFILL TOPSOIL 6 COMPACTED SUBGRADE COMBINED CONCRETE CURB AND GUTTER (TYPE II) CURB STAMP NO SCALE 3' to a (75mm TO 100mm) HIGH LETTER TO BE STAMPED AS FOLLOWS: S is for Storm Sewer SS is for Sanitary Sewer D is for Subsurface or Base Drain C is for Conduit G is for Gas W is for Water NOTES: 1. Curb to be stomped at all locations where any of the above cross under a curb. 2. Letter to be stamped prior to concrete setting up, whenever possible. 3. Stamp to be a minimum of 1/2 inch (10mm) deep. Earth Cr Sidewalk Surfcce #8 Washed Aggregate Mir% NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17 OF STANDARD SPECIFICATIONS. INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED BY THE ENGINEER. L-1" #11 HAC SURFACE 2" #8 HAC BINDER 5" #53 STONE ASPHALT PATH SECTION Top So;I Compacted Backfill S lop e 4/ft Compacted Subgrode or Aggregate Base CITY OF CARMEL STANDARDS NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. REVISED TRANS STD 2' CHAIR BACK CURB PAVEMENT SECTION VALLEY GUTTER AND SECTION (CHAIRBACK CURB) TRA /AREA 6 "x 6 "x 4" TEE SECTION "A—A" SSD MAIN DOUBLE WALL "STREET" SSD CON ECTI ON S TO INDIVIDUAL LOTS STD 2' CHAIR BACK CURB 2 "x4" POST PAVEMENT SECTION NOTE: TEMP. EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE. PAVEMENT 6" CHAIRBACK CURB MAX. 1:12 A 1:10 4' -0" 1:10 SLOPE f SLOPE PLAN VIEW VALLEY GUTTER 1/4" PER FOOT MIN. 2' CONC. ROLL CURB SECTION A —A WHEELCHAIR RAMP DETAIL PLAN GRADE ALLEY GRADING DETAIL 6' CURB TRANSITION EIMEMIUMMUICIM 1/4" PER FOOT MIN 6" CHAIR BACK CURB J 1" #11 HAC SURFACE J 5" #5D HAC BASE 7" #53 COMPACTED STONE BASE COMMONS 7.0' CHAIR BACK CURB SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN TYPICAL SIDEWALK SECTION NOT TO SCALE STREET CROSS SECTION A -A TROWBRIDGE HIGH STREET TREATY LINE STREET 6" CHAIR BACK CURB 5' -0" MIN. R/W LINE 50' RIGHT OF WAY 28' FACE TO FACE PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 PROFILE GRADE 6" CHAIR BACK CURB SLOPE 1/4" PER FOOT MIN 40' RIGHT OF WAY 19' FACE TO FACE INISWIROWIMIAR SLOPE 1/4" PER FOOT MIN PROFILE GRADE STREET CROSS SECTION 6" CHAIR BACK CURB ode e e :i. a :i. :•e Vie •e. ••e.e•e: •a •e•e••e •o 1" #11 HAC SURFACE —J 5" #5D HAC BASE 7" #53 COMPACTED STONE BASE NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON. CHEW STREET ACADEMY LANE WEST DRIVE FILSON STREET ACADEMY LANE EAST DRIVE 23' PRIVATE DRIVE 9' FACE TO FACE 6" CHAIR BACK CURB PROFILE GRADE al nl _m- ai- lll_al- III m= m =w =m= w rmIgOiff J 1" #11 HAC SURFACE J 5" #5D HAC BASE 7" #53 COMPACTED STONE BASE NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON. TYPICAL PRIVATE DRIVE SECTION HORBECK STREET GREENCROFT STREET PAVEMENT TYPICAL ALLEY SECTION CURB JOINT DETAIL 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. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO 1/4" OF THE WALK THICKNESS. SIDEWALK DETAIL #11 HAC SURFACE 3" #9 HAC BINDER 6" #53 COMPACTED STONE BASE NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON. CONCRETE SIDEWALK NOT TO SCALE 1/4" PER FOOT MIN 5' WALK PIPE UNDERDRAIN (TYP) SEE DETAIL PIPE UNDERDRAIN (TYP) SEE DETAIL TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS (20' MAX. SPACING) LL1 z J SLOPE 1/4" PER FOOT MIN 0 SLOPE 1/4" PER FOOT MIN NrAvArA..onmiAmrdw■r r.• •.e •e.••e. ••'..L a.••e.• •••e..•e...�, •e. •e. •i. •e •e:•,00, ;o •o� e •o• e. e 6' —O" BETWEEN TRANSVERSE JOINTS o olong/no t puN T. Bo G \STEj� c No. o. 0000075 STATE OF ��unnNAl u1a�a\ `_``V`` DATE: 10/05/04 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF 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. (2004) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering