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HomeMy WebLinkAbout05040018.50 0 O° o O° 0 0° 0 0. 0 0 o V 0 0- 0 0-0 - 0 v °O 0 °O ° 0 °O o 0 °0 0 0 °O o °0 0 00 0 0 °0 ° 0 °O ° 0 00 ° 0 00 ° 0 00 ° 0° 0 ° 0 0 ° 0° 0 ° o° 0 ° 0 00 ° 0° ° O ° 0° O °° O ° 0 0° 0 0° O 0° 0 0 0° 0 ^ 0° O ^ I I" H.A.C. SURFACE #11 \—L3" H.A.C. BINDER #9 2" #53 STONE 6" #2 STONE PREPARED SUBGRADE PER INDOT No. 201 PARKING LOT PAVEMENT SECTION 9 C801 C L2" H.A.C. BINDER #8 3" H.A.C. BASE #5D 7" #53 STONE PREPARED SUBGRADE PER INDOT No. 201 TYPICAL PAVEMENT SECTION WITHIN RIGHT OF WAY 10 c$o1 " OF TOPSOIL 1 6" 1 1 24" r r 6" 1 18 1"R: i 3/4„ BACKFILL 24" COMPACTED SUBGRADE COMBINED CONCRETE CURB 5 AND GUTTER TYPE II csol 3" to 4" (75mm TO 100mm) HIGH LETTER TO BE STAMPED AS FOLLOWS: S is for Storm Sewer SS is for Sanitary Sewer D is for Subsurface or Base Drain C is for Conduit G is for Gas W is for Water NOTES: 1. Curb to be stamped at all locations where any of the above cross under a curb. 2. Letter to be stomped prior to concrete setting up, whenever possible. 3. Stamp to be a minimum of 1/2 inch (10mm) deep. J �Y D CURB STAMP NO SCALE 6 c8a1 PIPE UNOE?DRAIN (Typical instollotions) NOTE. PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17 OF STANDARD SPEC : "iCATIONS. ;:NSTAL iATION REQUIRED: 4-EGTH SIDES 0" RkiEMENT WHERE REQUIRED THE EN�I ^LEER. CITY OF CARMEL STANDARDS SUESIJR�A,CE DRA-!N FeG': ° 0 V 0 0 0 "O 0 0- 0 o - 0 0 0 0. 0- 0 °- O °°- 0 . 0 °O o 0 °O o 0 °0 o 0 °O o 0 °O 0 00 ° 0 00 ° 0 °O • o °O 0 0 00 o 0 °O ° 0 0 0 • 0 °O ° 0 O o 0 00 . 0 00 ° 0 00 ° 0 Io- 1" O o 0 00 0 °O o �00 0 °O 0 °O o 0 °O . o °0 0 0 °O #11 HAC SURFACE 2" #8 HAC BINDER 5" #53 STONE ASPHALT PATH SECTION 8 C801 PAVEMENT C801 4' -0" MIN (SEE PLAN Z Q Z Z Ld Ld rLd CW PARMA -- s -7) nnwua���n o D � L= L m LLJ n (C C� V] OLil� > LZ Z_ CK wr > of n-Z NUr� z 5' -0" BETWEEN a - o ':' z z TRANSVERSE JOINTS L2" H.A.C. BINDER #8 3" H.A.C. BASE #5D 7" #53 STONE PREPARED SUBGRADE PER INDOT No. 201 TYPICAL PAVEMENT SECTION WITHIN RIGHT OF WAY 10 c$o1 " OF TOPSOIL 1 6" 1 1 24" r r 6" 1 18 1"R: i 3/4„ BACKFILL 24" COMPACTED SUBGRADE COMBINED CONCRETE CURB 5 AND GUTTER TYPE II csol 3" to 4" (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 stamped at all locations where any of the above cross under a curb. 2. Letter to be stomped prior to concrete setting up, whenever possible. 3. Stamp to be a minimum of 1/2 inch (10mm) deep. J �Y D CURB STAMP NO SCALE 6 c8a1 PIPE UNOE?DRAIN (Typical instollotions) NOTE. PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17 OF STANDARD SPEC : "iCATIONS. ;:NSTAL iATION REQUIRED: 4-EGTH SIDES 0" RkiEMENT WHERE REQUIRED THE EN�I ^LEER. CITY OF CARMEL STANDARDS SUESIJR�A,CE DRA-!N FeG': ° 0 V 0 0 0 "O 0 0- 0 o - 0 0 0 0. 0- 0 °- O °°- 0 . 0 °O o 0 °O o 0 °0 o 0 °O o 0 °O 0 00 ° 0 00 ° 0 °O • o °O 0 0 00 o 0 °O ° 0 0 0 • 0 °O ° 0 O o 0 00 . 0 00 ° 0 00 ° 0 Io- 1" O o 0 00 0 °O o �00 0 °O 0 °O o 0 °O . o °0 0 0 °O #11 HAC SURFACE 2" #8 HAC BINDER 5" #53 STONE ASPHALT PATH SECTION 8 C801 PAVEMENT C801 4' -0" MIN (SEE PLAN PLAN VIEW 6' -0" MAX. 1:12 0 v 2' CONC. ROLL CURB SECTION A —A WHEELCHAIR RAMP DETAIL Top Sal :-T Compoc so"Vill 24• NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. CU ;iE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. Scale: ITT= 1' -0' CITY OF CARMEL STANDARDS COMBINED CONCRETE CURB & GUTTER (TYPE III) RPrISED FIGURE 10 -12 100' 2 C801 TOP OF CURB x/l/WX TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS PAVEMENT (20' MAX. SPACING) I I PREPARED SUBGRADE CURB JOINT DETAIL 3 0801 4' -0" MIN. (SEE PLAN R/W LINE Z Q Z Z Ld Ld rLd CW w s -7) STREET o D � L= L m LLJ n (C C� V] OLil� > LZ Z_ CK wr > of n-Z 14 z 5' -0" BETWEEN a - o ':' z z TRANSVERSE JOINTS 4� v, O C3 LiJ,�' .' �.'. �' �/' 7' > .'� .. V1 ''i.i Q Q.�' . 0 .. ' . 2. Q A 1:10 4' -0 CI 1:10 SLOPE z w SLOPE PLAN VIEW 6' -0" MAX. 1:12 0 v 2' CONC. ROLL CURB SECTION A —A WHEELCHAIR RAMP DETAIL Top Sal :-T Compoc so"Vill 24• NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. CU ;iE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. Scale: ITT= 1' -0' CITY OF CARMEL STANDARDS COMBINED CONCRETE CURB & GUTTER (TYPE III) RPrISED FIGURE 10 -12 100' 2 C801 TOP OF CURB x/l/WX TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS PAVEMENT (20' MAX. SPACING) I I PREPARED SUBGRADE CURB JOINT DETAIL 3 0801 4' -0" MIN. (SEE PLAN R/W LINE 48' -0" BETWEEN EXPANSION JOINTS (MAX.) TYPICAL SIDEWALK SECTION 1 NOT TO SCALE THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL„ TO NOT TO EXCEED 6 IN DEPTH. THE REQUIRED ELEVATION AND COMPACTED IN LAYERS �.;..., �. :•. �.'= �:': �:::'::::'. �.::'.`'' i': :::'.`.''.'i;'..,.::,'.:,:`.:` .,..,,::;...'. r;':', SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. CONCRETE SIDEWALK ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO 1/4" OF THE WALK THICKNESS. NOT TO SCALE SIDEWALK CONSTRUCTED WITH DRIVEWAY OR ALLEY ENTRANCES SHALL HAVE MIN. THICKNESS OF 6" OR THICKNESS OF THE DRIVEWAY OR ALLEY APRON, WHICHEVER IS GREATER. 4 SIDEWALK DETAIL csol vi Z in w \\`\\\ \ // �P p O �sTE �' No. _� 10000075 _= Nt- ?0 STATE OF DATE: 4/05/05 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. (2005) 41 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 Z Q Z Z Ld Ld rLd CW w s -7) STREET o D � L= L N:\ 1238 \1012 \DWGS \CLUBHOUSE \C801.DWG LLJ n (C C� V] OLil� > LZ Z_ CK wr > of n-Z 14 z 5' -0" BETWEEN a - o a z z TRANSVERSE JOINTS 4� z z z 48' -0" BETWEEN EXPANSION JOINTS (MAX.) TYPICAL SIDEWALK SECTION 1 NOT TO SCALE THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL„ TO NOT TO EXCEED 6 IN DEPTH. THE REQUIRED ELEVATION AND COMPACTED IN LAYERS �.;..., �. :•. �.'= �:': �:::'::::'. �.::'.`'' i': :::'.`.''.'i;'..,.::,'.:,:`.:` .,..,,::;...'. r;':', SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. CONCRETE SIDEWALK ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO 1/4" OF THE WALK THICKNESS. NOT TO SCALE SIDEWALK CONSTRUCTED WITH DRIVEWAY OR ALLEY ENTRANCES SHALL HAVE MIN. THICKNESS OF 6" OR THICKNESS OF THE DRIVEWAY OR ALLEY APRON, WHICHEVER IS GREATER. 4 SIDEWALK DETAIL csol vi Z in w \\`\\\ \ // �P p O �sTE �' No. _� 10000075 _= Nt- ?0 STATE OF DATE: 4/05/05 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. (2005) 41 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: w 4/05/05 1238.1012 DRAWN BY: CHECKED BY: BET SHEET TITLE: STREET DETAII.S DRAWING FILES: N:\ 1238 \1012 \DWGS \CLUBHOUSE \C801.DWG SHEET NO.: (C C� O ct O z z 4� z z z a � z _ 0 Q CI z w w DATE: PROJECT NO.: 4/05/05 1238.1012 DRAWN BY: CHECKED BY: BET SHEET TITLE: STREET DETAII.S DRAWING FILES: N:\ 1238 \1012 \DWGS \CLUBHOUSE \C801.DWG SHEET NO.: (C C�