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Home My WebLink About030-00 SP General Details.22 3 4 5 0 7 8 19 I 10 I 11 1 12 113 114 I 15 I I PREPARED SUBGRADE R/W UNE 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. 48'-0" BETWEEN EXPANSION JOINTS (MAX.) CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL,_ s 0802 CONCRETE CURB TAPERED DOWN TO GR—ADE AT RAMP I r I 1'-0" `4' 0' V-0 11 WITAN GUTTER Fm uNE THw RAID r PLAN VIEW MAX 1 1/2- PER FT PAVEMENT roti ir••.1�• /'; �:.,;• i� — — � — — \` Y CONK. ROU_ CURB SECTION A—A WHEELCHAIR RAMP DETAIL 4 1 2" TOP SOIL e 4 J� . N LZZ SU LOW POINT ?? 'A 6'-0' BETWEEN . N TRANSVERSE JOINTS CURB \� 48'-0" BETWEEN EXPANSION JOINTS (MAX.) CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL,_ s 0802 CONCRETE CURB TAPERED DOWN TO GR—ADE AT RAMP I r I 1'-0" `4' 0' V-0 11 WITAN GUTTER Fm uNE THw RAID r PLAN VIEW MAX 1 1/2- PER FT PAVEMENT roti ir••.1�• /'; �:.,;• i� — — � — — \` Y CONK. ROU_ CURB SECTION A—A WHEELCHAIR RAMP DETAIL 6" j"— 2'-0" (TYPE 1) 2' CONCRETE ROLL CURB & GUTTER 7 cso2 50' RIGHT OF WAY +10' *30' BACK TO BACK 10' # 1' 4' 12' 26 BACK TO BACK 5' 12 4' 1' CONC.7 11 11 7 WALK 2' ROLL CURB PROFILE GRADE 2' ROLL CURB WALK SLOPE 1/4" PER FOOT MIN I SLOPE 1/4" PER FOOT MIN 1" #11 HAC SURFACE-/ 3" #9 HAC BINDER-/ 9" #53 COMPACTED STONE BASE * PERTAINS TO 30' STREET PIPE UNDERDRAIN (TYP) • PREPARED SUBGRADE PER INDIANA DEPARTMENT SEE DETAIL OF TRANSPORTATION SPECS. No. 207 TYPICAL STREET SECTION 0 EXPANSIONTOP OF CURB '�:TRANSVERSE • BOTTOM OF (BETWEEN STORM STRUCTURES & CURB) PAVEMENTJ TRANSYERSE CONTRACTION JOINTS • ' MAX. SPACING) CURB JOINT DETAIL 2 *TRANSVERSE CONTRACTION JOINTS 0802 MAX. 5' SPACING WITHIN RADIUS OF INTERSECTIONS AND ENTRANCES. "'°j°•"'•j° SSD MAIN 2'x4• POST NOTE: TEMP. EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE. - 6'x 6"x 4' TEE "STREET" S ONECTIONS TO INDIVIDUAL LOTS EARTH OR SIDE'W'ALK SURFACE TOP OF CURB CONCRETE CURB r- PAVEMENT A ... .:.�f;.:.;.D.>.:. g e o.e o.e o.o o.°• 17" •e•O.e•o °•o.e•0.�� Z �e o;° o o•o.°•o. INSTALLATION REQUIRED: °:• ° °' • BOTH SIDES OF PAVEMENT RUNNING •O •O o ° o•e•o ° o.e o. � I THROUGHOUT ENTIRE PROJECT. ° °°°' ° °' ° •°' ° iv •o.o'o o'o�e•e� • PERFORATED PLASTIC PIPE�� ' ° •° ° ° 0. ° e•o.e•o 0 • o, PER INDOT SPECS #718.02 °:°•°' °' •So o� o•o o• �-. o•o •o•° z #8 GRAVEL •°•°. + •O•° o .o•o• .°•o• : •o•° •o•e GD • LOT CONNECTIONS ARE TO BE STUBBED AND CAPPED 3' 4 - q-4BEYOND BACK OF CURB WITHCURB BRANDED SS. MIN 3 PIPE UNDERDRAIN cso2 4"x4' WOOD POST 2'x4• WOOD BRACES (2 PER POST) SANDBAGS (MIN. 2 BAGS PER POST) 1/4" DIA. THRU BOLTS 6' LG. WITH WASHERS 2"x8" W OD RAILS 0 1 �n GENERAL NOTES 1. ALL WOOD POST AND SUPPORT MEMBERS SHALL BE PAINTED WITH TWO (2) COATS OF WHITE PAINT. 2. LOCATION OF BARRICADE AS PER PLANS. 3. *REFLECTIVE SHEETING TO BE IN ACCORDANCE WITH I.D.O.T. STANDARD SPECIFICATION 912.0. 4, i°SEE I.D.O.T. STANDARD DETOUR SIGNS SHEET 3. 5. REFER TO SECTION 800 OF THE I.D.O.T. STANDARD SPECIFICATION AND LATEST ADDITION OF INDIANA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 6. WHEN THE PROPOSED EXTENSION OF THE STREET IS TO BE a) LESS THAN TWO (2) YEARS IN USE, USE THE SAND BAGS ON POSTS b) GREATER THAN TWO (2) YEARS USE THE GROUND POSTS. GRADE LEVEL 4 x4' WOOD POST EL PLATES 4'x4• WOOD POST oz STANDARD BARRICADE DETAIL 4 C802 Revisions CERTIFIED BY ;� �1STER•' • �� No. Fo. 9800085 � STATE OF %��` ''•• INDIAN P.•••' • .� tLOM THIS DRAIMNG AND THE IDEAS, DESIGNS AND CONCEPTS ( HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF TH. CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN PART, WTHOUT THE NWTTEN CONSENT OF THE SCHNODER C 1999, The Schneider Corporati rA- Scbneider LJ Coiporaton 3020 North Post Road Engit Indianapolis, Indiana Sum 46226-6518 Land; 317-898-8282 GIS o 317-899-8010 Fax Geolc Formerly Schneider Engineering Corp. / Bohlen, Mey, ZARING HOMES THE LAKES AT HAZEL DELL, SF CARMEL, INDIANA GENERAL DETAILS Date Project No. Drawn 12/03/99 1 1442.002 DCC Computer Files Sheet No. J \1442\002\DWGS\SEC-3\CB02.DWG 4 1 2" TOP SOIL e 4 LOW POINT ?? TOP OF . jl CURB \� 3 _ ^ X111 o II II �— EARTH '0 BACKFILL — ;.... _... 1 o.e•oe•�: •o•O•O.O•e•O•o•o' #53 COMPACTED ••'o e•o .•o•.•o.e•o•••o.•• STONE BASE °•o.e o.e e.••o.e•o.e•o.••o- 6" j"— 2'-0" (TYPE 1) 2' CONCRETE ROLL CURB & GUTTER 7 cso2 50' RIGHT OF WAY +10' *30' BACK TO BACK 10' # 1' 4' 12' 26 BACK TO BACK 5' 12 4' 1' CONC.7 11 11 7 WALK 2' ROLL CURB PROFILE GRADE 2' ROLL CURB WALK SLOPE 1/4" PER FOOT MIN I SLOPE 1/4" PER FOOT MIN 1" #11 HAC SURFACE-/ 3" #9 HAC BINDER-/ 9" #53 COMPACTED STONE BASE * PERTAINS TO 30' STREET PIPE UNDERDRAIN (TYP) • PREPARED SUBGRADE PER INDIANA DEPARTMENT SEE DETAIL OF TRANSPORTATION SPECS. No. 207 TYPICAL STREET SECTION 0 EXPANSIONTOP OF CURB '�:TRANSVERSE • BOTTOM OF (BETWEEN STORM STRUCTURES & CURB) PAVEMENTJ TRANSYERSE CONTRACTION JOINTS • ' MAX. SPACING) CURB JOINT DETAIL 2 *TRANSVERSE CONTRACTION JOINTS 0802 MAX. 5' SPACING WITHIN RADIUS OF INTERSECTIONS AND ENTRANCES. "'°j°•"'•j° SSD MAIN 2'x4• POST NOTE: TEMP. EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE. - 6'x 6"x 4' TEE "STREET" S ONECTIONS TO INDIVIDUAL LOTS EARTH OR SIDE'W'ALK SURFACE TOP OF CURB CONCRETE CURB r- PAVEMENT A ... .:.�f;.:.;.D.>.:. g e o.e o.e o.o o.°• 17" •e•O.e•o °•o.e•0.�� Z �e o;° o o•o.°•o. INSTALLATION REQUIRED: °:• ° °' • BOTH SIDES OF PAVEMENT RUNNING •O •O o ° o•e•o ° o.e o. � I THROUGHOUT ENTIRE PROJECT. ° °°°' ° °' ° •°' ° iv •o.o'o o'o�e•e� • PERFORATED PLASTIC PIPE�� ' ° •° ° ° 0. ° e•o.e•o 0 • o, PER INDOT SPECS #718.02 °:°•°' °' •So o� o•o o• �-. o•o •o•° z #8 GRAVEL •°•°. + •O•° o .o•o• .°•o• : •o•° •o•e GD • LOT CONNECTIONS ARE TO BE STUBBED AND CAPPED 3' 4 - q-4BEYOND BACK OF CURB WITHCURB BRANDED SS. MIN 3 PIPE UNDERDRAIN cso2 4"x4' WOOD POST 2'x4• WOOD BRACES (2 PER POST) SANDBAGS (MIN. 2 BAGS PER POST) 1/4" DIA. THRU BOLTS 6' LG. WITH WASHERS 2"x8" W OD RAILS 0 1 �n GENERAL NOTES 1. ALL WOOD POST AND SUPPORT MEMBERS SHALL BE PAINTED WITH TWO (2) COATS OF WHITE PAINT. 2. LOCATION OF BARRICADE AS PER PLANS. 3. *REFLECTIVE SHEETING TO BE IN ACCORDANCE WITH I.D.O.T. STANDARD SPECIFICATION 912.0. 4, i°SEE I.D.O.T. STANDARD DETOUR SIGNS SHEET 3. 5. REFER TO SECTION 800 OF THE I.D.O.T. STANDARD SPECIFICATION AND LATEST ADDITION OF INDIANA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 6. WHEN THE PROPOSED EXTENSION OF THE STREET IS TO BE a) LESS THAN TWO (2) YEARS IN USE, USE THE SAND BAGS ON POSTS b) GREATER THAN TWO (2) YEARS USE THE GROUND POSTS. GRADE LEVEL 4 x4' WOOD POST EL PLATES 4'x4• WOOD POST oz STANDARD BARRICADE DETAIL 4 C802 Revisions CERTIFIED BY ;� �1STER•' • �� No. Fo. 9800085 � STATE OF %��` ''•• INDIAN P.•••' • .� tLOM THIS DRAIMNG AND THE IDEAS, DESIGNS AND CONCEPTS ( HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF TH. CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN PART, WTHOUT THE NWTTEN CONSENT OF THE SCHNODER C 1999, The Schneider Corporati rA- Scbneider LJ Coiporaton 3020 North Post Road Engit Indianapolis, Indiana Sum 46226-6518 Land; 317-898-8282 GIS o 317-899-8010 Fax Geolc Formerly Schneider Engineering Corp. / Bohlen, Mey, ZARING HOMES THE LAKES AT HAZEL DELL, SF CARMEL, INDIANA GENERAL DETAILS Date Project No. Drawn 12/03/99 1 1442.002 DCC Computer Files Sheet No. J \1442\002\DWGS\SEC-3\CB02.DWG