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HomeMy WebLinkAbout05030006.443" OF TOPSOIL 1 6" 24" 6„ 18" I 1 R tiQ 3/4„ M -0. BACKFILL N o a P cU o v 24" COMPACTED SUBGRADE COMBINED CONCRETE CURB 12 AND GUTTER TYPE 1I c! 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 stamped prior to concrete setting up, whenever possible. 3. Stamp to be a minimum of 1/2 inch (10mm) deep. CURB STAMP 14 C801 NO SCALE INSTALLATION PE" �I:REC' CITY Or CAP.MEL STANDARDS 15 C801 STD 2' CHAIR BACK CURB PAVEMENT SECTION 'D 2' CHAIR BACK CURB VALLEY GUTTER AND SECTION (CHAIRBACK CURB) 11 csol PAVEMENT SECTION 4' -0" MIN (SEE PLAN) A ©© D to �. Ld LL :¢. X 00� w: Q �. ZQ..' O < O� U A 1:10 1:10 4' -0" SLOPE SLOPE PLAN VIEW 6' -0" MAX. 1:12 o I _________ 0 2' CONC. ROLL CURB SECTION A —A WHEELCHAIR RAMP DETAIL C801 Top So;'l —, i I i Co'nD='ec t C Beckfill - - -�/�� % e ' Cioss 'A" Ceacre!e ���lc ^, s? � � Jam:•_ %A+. di /%J.. — !�omoactec Scoerade cr Aggreaote 6cse i NOTES: FACES MAY BE EA-7ERED TO FACILITATE SLIP FORMING. CURE ALL EXPOSED SURFACES, DAMPEN SUBGRADE BEFORE P' —bCING CONCRETE. CITY OF CARMEL STANDARDS COMBINED CONC -iETE CURB & GUTTFR (TYPE III) PEVISEO___ — IIGUR 10 - -12 50' RIGHT OF WAY 11' 28' FACE TO FACE 11' 5' 6' 14' 14' 6 5' �— 6" CHAIR BACK CURB PROFILE GRADE 6" CHAIR BACK CURB 1 /4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN 1 /4" PER FOOT MIN r2" 5' WALK " HAC SURFACE #11 5' WALK HAC BINDER #8 3" HAC BASE #5D PIPE UNDERDRAIN TYP 7" #53 STONE • PREPARED SUBGRADE PER INDIANA DEPARTMENT SEE DETAIL OF TRANSPORTATION SF ECS. No. 207 NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON. STREET CROSS SECTION A -A csol 70' RIGHT OF WAY 11' 48' FACE TO FACE 11' 5' 6' 18' FACE TO FACE 12' MEDIAN 18' FACE TO FACE 6' 5' WALK PROFILE GRADE PROFILE GRADE CONC. 6" CHAIR BACK CURB 6" CHAIR BACK CURB WALK SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN, \`-1.5 HAC SURFACE #1111 \— 2" HAC BINDER #8 3" HAC BASE #5D 7" #53 STONE • PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON. STREET CROSS SECTION B -B 2 C801 90' RIGHT OF WAY PIPE UNDERDRAIN (TYP) SEE DETAIL 17' 56' FACE TO FACE 17' 5' 12' 18' FACE TO FACE 20' MEDIAN 18' FACE TO FACE 12' 5' WALK PROFILE GRADE PROFILE GRADE CONC. 6" CHAIR BACK CURB 6" CHAIR BACK CURB WALK SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN 13 } C801 LU Q ALLEY GRADING DETAIL C801 a )N \x--1.5" AC SURFACE #11 2" HHAC BINDER #8 — 3" HAC BASE #5D 7" #53 STONE • PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON. STREET CROSS SECTICN C -C 3 C801 24' ALLEY ESMT. 6' 12' EDGE OF PVMT. TO EDGE OF PVMT. 6' PVMT 6' PVMT w z 0 4 SLOPE 1/4" PER FOOT MIN � SLOPE 1 / " PER FOOT MIN 1" #11 HAC SURFACE—/ 3" #9 HAC BI NDER �J PIPE UNDERDRAIN (TYP) 6" 53 COMPACTED STONE BASE DETrIL # LocnnaNS zo Fr A ALLEY To STREET coNr,£cnaNs 20 Fr 0 STORM INLETS NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEA . TYPICAL ALLEY S 4 ON c4 PIPE UNDERDRAIN (TYP) SEE DETAIL i51 100' TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS PAVEMENT (20' MAX. SPACING) CURB JOINT DETAIL (i) 4' -0" MIN. (SEE PLAN I I PREPARED SUBGRADE R/W LINE 48' -0" BETWEEN EXPANSION JOINTS (MAX.) 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. 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. 6 SIDEWALK DETAIL csol z Q F DO IRI F Z W Cw W O STREET DETAILS DRAWING FILES: 51 j L� W v (n U] Q_ LWJ U r �Z Z > O > n 2 v° z 5' -0" BETWEEN z NS o < o z TRANSVERSE JOINTS I H � ct I 1 -2 _ P 1 PE LNDERDtr-Aa'N (TlypiCC1 r:Sl;allotiorls) F-�-� NOTE: FT Pt SHALL C YJ r RE_ Y .N � 0' SECTION C TIvv 9 E.1 i OF STANDARD SFE AiCti:. INSTALLATION PE" �I:REC' CITY Or CAP.MEL STANDARDS 15 C801 STD 2' CHAIR BACK CURB PAVEMENT SECTION 'D 2' CHAIR BACK CURB VALLEY GUTTER AND SECTION (CHAIRBACK CURB) 11 csol PAVEMENT SECTION 4' -0" MIN (SEE PLAN) A ©© D to �. Ld LL :¢. X 00� w: Q �. ZQ..' O < O� U A 1:10 1:10 4' -0" SLOPE SLOPE PLAN VIEW 6' -0" MAX. 1:12 o I _________ 0 2' CONC. ROLL CURB SECTION A —A WHEELCHAIR RAMP DETAIL C801 Top So;'l —, i I i Co'nD='ec t C Beckfill - - -�/�� % e ' Cioss 'A" Ceacre!e ���lc ^, s? � � Jam:•_ %A+. di /%J.. — !�omoactec Scoerade cr Aggreaote 6cse i NOTES: FACES MAY BE EA-7ERED TO FACILITATE SLIP FORMING. CURE ALL EXPOSED SURFACES, DAMPEN SUBGRADE BEFORE P' —bCING CONCRETE. CITY OF CARMEL STANDARDS COMBINED CONC -iETE CURB & GUTTFR (TYPE III) PEVISEO___ — IIGUR 10 - -12 50' RIGHT OF WAY 11' 28' FACE TO FACE 11' 5' 6' 14' 14' 6 5' �— 6" CHAIR BACK CURB PROFILE GRADE 6" CHAIR BACK CURB 1 /4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN 1 /4" PER FOOT MIN r2" 5' WALK " HAC SURFACE #11 5' WALK HAC BINDER #8 3" HAC BASE #5D PIPE UNDERDRAIN TYP 7" #53 STONE • PREPARED SUBGRADE PER INDIANA DEPARTMENT SEE DETAIL OF TRANSPORTATION SF ECS. No. 207 NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON. STREET CROSS SECTION A -A csol 70' RIGHT OF WAY 11' 48' FACE TO FACE 11' 5' 6' 18' FACE TO FACE 12' MEDIAN 18' FACE TO FACE 6' 5' WALK PROFILE GRADE PROFILE GRADE CONC. 6" CHAIR BACK CURB 6" CHAIR BACK CURB WALK SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN, \`-1.5 HAC SURFACE #1111 \— 2" HAC BINDER #8 3" HAC BASE #5D 7" #53 STONE • PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON. STREET CROSS SECTION B -B 2 C801 90' RIGHT OF WAY PIPE UNDERDRAIN (TYP) SEE DETAIL 17' 56' FACE TO FACE 17' 5' 12' 18' FACE TO FACE 20' MEDIAN 18' FACE TO FACE 12' 5' WALK PROFILE GRADE PROFILE GRADE CONC. 6" CHAIR BACK CURB 6" CHAIR BACK CURB WALK SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN 13 } C801 LU Q ALLEY GRADING DETAIL C801 a )N \x--1.5" AC SURFACE #11 2" HHAC BINDER #8 — 3" HAC BASE #5D 7" #53 STONE • PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON. STREET CROSS SECTICN C -C 3 C801 24' ALLEY ESMT. 6' 12' EDGE OF PVMT. TO EDGE OF PVMT. 6' PVMT 6' PVMT w z 0 4 SLOPE 1/4" PER FOOT MIN � SLOPE 1 / " PER FOOT MIN 1" #11 HAC SURFACE—/ 3" #9 HAC BI NDER �J PIPE UNDERDRAIN (TYP) 6" 53 COMPACTED STONE BASE DETrIL # LocnnaNS zo Fr A ALLEY To STREET coNr,£cnaNs 20 Fr 0 STORM INLETS NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEA . TYPICAL ALLEY S 4 ON c4 PIPE UNDERDRAIN (TYP) SEE DETAIL i51 100' TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS PAVEMENT (20' MAX. SPACING) CURB JOINT DETAIL (i) 4' -0" MIN. (SEE PLAN I I PREPARED SUBGRADE R/W LINE 48' -0" BETWEEN EXPANSION JOINTS (MAX.) 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. 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. 6 SIDEWALK DETAIL csol V) LV LJ Q 6 0-5 z CD w o' \\ \ \ \ \ \ \ \ 11111 I I I I I I I I I I l / / / / /�i ON CJN T. 8 V/ / /i / %, 0,�Q`P��G \STERF No. _� 10000075 STATE OF �= <v a 0��` /NDIANA ,s G. %o,S•/ON AIL DATE: 3/1/05 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) 14MI 1 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 H Z 1238.6001 F Z W Cw W O STREET DETAILS DRAWING FILES: 51 j L� W v (n U] Q_ LWJ U r �Z Z > O > n 2 v° z 5' -0" BETWEEN z NS o < o z TRANSVERSE JOINTS I H � V) LV LJ Q 6 0-5 z CD w o' \\ \ \ \ \ \ \ \ 11111 I I I I I I I I I I l / / / / /�i ON CJN T. 8 V/ / /i / %, 0,�Q`P��G \STERF No. _� 10000075 STATE OF �= <v a 0��` /NDIANA ,s G. %o,S•/ON AIL DATE: 3/1/05 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) 14MI 1 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: PROJECT NO.: 311105 1238.6001 DRAWN BY: ct DCC O STREET DETAILS DRAWING FILES: N: \1238 \6001 \DWGS \C801.DWG SHEET NO.: C (8:1) (an � O w CO a z o z ct F-�-� r—a � DATE: PROJECT NO.: 311105 1238.6001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STREET DETAILS DRAWING FILES: N: \1238 \6001 \DWGS \C801.DWG SHEET NO.: C (8:1) (an