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Home My WebLink About05020007.153" OF TOPSOIL 1 6" 24" 6" 18" 1 "R '. 3/4., M N BKFI AC LL 24" COMPACTED SUBGRADE COMBINED CONCRETE CURB 12 AND GUTTER TYPE I I c$o1 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 C8 , NO SCALE r. 4 "x4" WOOD POST 1/4" DIA. THRU GENERAL NOTES BOLTS 6" LG. 1. ALL WOOD POST AND SUPPORT MEMBERS SHALL BE PAINTED WITH TWO WITH WASHERS (2) COATS OF WHITE PAINT. 0 2. LOCATION OF BARRICADE AS PER PLANS. 3. *REFLECTIVE SHEETING TO BE IN ACCORDANCE WITH I.D.O.T. STANDARD N 2 "x4" WOOD BRACES 2 "x8" WOOD RAILS SPECIFICATION 912.0. (2 PER POST) i� 4. * *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 SANDBAGS in ADDITION OF INDIANA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. (MIN. 2 BAGS 6. WHEN THE PROPOSED EXTENSION OF THE STREET IS TO BE a) LESS THAN PER POST) TWO (2) YEARS IN USE, USE THE SAND BAGS ON POSTS b) GREATER THAN 1' -0" TWO (2) YEARS USE THE GROUND POSTS. GRADE LEVEL 1/3" STEEL PLATES 4 "x4" WOOD POST 4 "x4" WOOD POST oZ STANDARD BARRICADE DETAIL TYPE IV 10 C801 13 0801 15 C801 STD 2' CH D 2• CHAIR BACK CURB 6' -0" 10.5' 50' RIGHT OF WAY 29' FACE TO FACE _ 24. Z o oD Cw z z o v .. v� W v W = L' o � om �— ComprcteG Subgr�0e o' ngaregpte Bcse� 6" CHAIR BACK CURB PROFILE GRADE 6" CHAIR BACK CURB NOTES: FACES MAY BE SA.T FRED TO FACILITATE SLIP FORMING. �' . CURE ALL EXPOSED SURFACES. N �.. :. OAMPEN SUBGRADE BEFORE PACING CONCREIF. 1 4" PER FOOT MIN / CITY OF CARMEL STANDAR[)S 1/4" PER FOOT MIN COMiBiNFD CONCRETE CURB & GUTTER (-,Y-E III) R;�rsEe_ F'177 10 -12 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 C8 , NO SCALE r. 4 "x4" WOOD POST 1/4" DIA. THRU GENERAL NOTES BOLTS 6" LG. 1. ALL WOOD POST AND SUPPORT MEMBERS SHALL BE PAINTED WITH TWO WITH WASHERS (2) COATS OF WHITE PAINT. 0 2. LOCATION OF BARRICADE AS PER PLANS. 3. *REFLECTIVE SHEETING TO BE IN ACCORDANCE WITH I.D.O.T. STANDARD N 2 "x4" WOOD BRACES 2 "x8" WOOD RAILS SPECIFICATION 912.0. (2 PER POST) i� 4. * *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 SANDBAGS in ADDITION OF INDIANA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. (MIN. 2 BAGS 6. WHEN THE PROPOSED EXTENSION OF THE STREET IS TO BE a) LESS THAN PER POST) TWO (2) YEARS IN USE, USE THE SAND BAGS ON POSTS b) GREATER THAN 1' -0" TWO (2) YEARS USE THE GROUND POSTS. GRADE LEVEL 1/3" STEEL PLATES 4 "x4" WOOD POST 4 "x4" WOOD POST oZ STANDARD BARRICADE DETAIL TYPE IV 10 C801 13 0801 15 C801 STD 2' CH D 2• CHAIR BACK CURB 6' -0" 10.5' 50' RIGHT OF WAY 29' FACE TO FACE .J ff.J .J J I V I N L_ CHAT PATH SECTION C801 8" 8" 8" .o o "o o "o o� 0 o0 000 0 "0 0 "0 0 0 PAVEMENT PAVEMENT 00 °o� 00 °o� 00 00 00 °o� 00 0� 00 °o Oo °o 0 °o Oo ° :'.a.., .... , .. ,. ; a ' SECTION SECTION c° SECTION "A —A" 1" #11 HAC SURFACE 2" #8 HAC BINDER VALLEY GUTTER AND SECTION 5" #53 STONE (CHAIRBACK CURB) 11 ASPHALT PATH SECTION $ C801 C801 1/2" PREFORMED JOINT FILLER REQUIRED FOR CONCRETE DRIVES ONLY I VARI RIGHT OF WAY LINE is -77 : SIDEWALK 5' TAPER LO 1/2" PREFORMED JOINT FILLER N STRAIGHT CURB DEPRESSED CURB STRAIGHT CURB 5' \CURB TRANSITION CURB TRANSITION 1. CROSS HATCHED AREAS SHALL BE EITHER 6" PLAIN CONCRETE OR 1" BITUMINOUS SURFACE ON 2" BITUMINOUS BASE ON 4" TYPE "P" COMPACTED AGGREGATE BASE OR 1" BITUMINOUS SURFACE ON 4" BITUMINOUS COATED AGGREGATE BASE WITH 5D STONE, EXTENDING TO THE SIDEWALK OR R/W LINE WHICHEVER IS NEAREST TO THE ROADWAY. 2. SUBGRADE UNDER ALL CURBS, SIDEWALK AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF I.D.O.T. STANDARD SPECIFICATIONS. 3. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE STANDARD AND SHALL BE CONTINUOUS ACROSS THE DRIVEWAY. RESIDENTIAL DRIVEWAY DETAIL 16 (D.O.T. # 16 -01) C801 ALLEY GRADING DETAIL 0801 )N 24' ALLEY ESMT. 6' 12' EDGE OF PVMT. TO EDGE OF PVMT. W J 6' PVMT 6' PVMT J Q W N Z _J . GREGATE LIME) I SLOPE 1/4" PER FOOT MIN of SLOPE 1/4" PER FOOT MIN 04PA " #11 HAC SURFACE 3" #9 HAC BINDER PIPE UNDERDRAIN (TYP) 6" #53 COMPACTED STONE BASE SEE DETAIL LOCATIONS: 20 Fr 0 ALLEY TO STREET CONNECTIONS 20 FT 0 STORM INLETS TYPICAL ALLEY SECTION 3 C801 100' TOP OF CURB I I / I I I I " NTS BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS PAVEMENT (20' MAX. SPACING) CURB JOINT DETAIL 4 0801 4' -0" MIN I I I I PREPARED SUBGRADE R/W LINE' TYPICAL SIDEWALK SECTION NOT TO SCALE Li ] Z A Z o oD Cw z z o v .. v� W v W = L' o � om 6" CHAIR BACK CURB PROFILE GRADE 6" CHAIR BACK CURB �' . N �.. :. 1 4" PER FOOT MIN / I SLOPE 1/4" PER FOOT MIN SLOPE 1 /4" PER FOOT MIN 1/4" PER FOOT MIN C?� Lj d LLJ Lj I' X' .•U • ,•11. •1.. .5" Lil. Q. v Lw.o .� v .. � .. •�. °. '. 4' WALK SURFACE # C.S CE 4' WALK ' z: Q ... • . ' 2" HAC BINDER #8 U H 0. 3" #5D HAC BASE • PREPARED SUBGRADE PER INDIANA DEPARTMENT PIPE UNDERDRAIN TYP ) A 7" #53 COMPACTED STONE BASE OF TRANSPORTATION SPECS. No. 207 SEE DETAIL 1:10 4, -0,> 1:10 NOTE: ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON. SLOPE SLOPE STREET CROSS SECTION B -B , PLAN VIEW C801 BLISLAND STREET 6' -0" MAX. 1:12 40' RIGHT OF WAY PAVEMENT .L._ T �_ _. 10.5' 19' FACE TO FACE 10.5' 4. 0 0000 ° °• 08°� " 1' 4' 5.5' 9.5' 9.5' .. 0 2' CONC. ROLL CURB 6" CHAIR BACK CURB SECTION A —A 6" CHAIR BACK CURB PROFILE GRADE WHEELCHAIR RAMP DETAIL 6 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN C801 :L- a1.5 ".. .HAC SURFACES #11 4' WALK 2" HAC BINDER #8 3" #5D HAC BASE 7" #53 COMPACTED STONE BASE NOTE: ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON. 2 TYPICAL FRONTAGE DRIVE SECTION csol .J ff.J .J J I V I N L_ CHAT PATH SECTION C801 8" 8" 8" .o o "o o "o o� 0 o0 000 0 "0 0 "0 0 0 PAVEMENT PAVEMENT 00 °o� 00 °o� 00 00 00 °o� 00 0� 00 °o Oo °o 0 °o Oo ° :'.a.., .... , .. ,. ; a ' SECTION SECTION c° SECTION "A —A" 1" #11 HAC SURFACE 2" #8 HAC BINDER VALLEY GUTTER AND SECTION 5" #53 STONE (CHAIRBACK CURB) 11 ASPHALT PATH SECTION $ C801 C801 1/2" PREFORMED JOINT FILLER REQUIRED FOR CONCRETE DRIVES ONLY I VARI RIGHT OF WAY LINE is -77 : SIDEWALK 5' TAPER LO 1/2" PREFORMED JOINT FILLER N STRAIGHT CURB DEPRESSED CURB STRAIGHT CURB 5' \CURB TRANSITION CURB TRANSITION 1. CROSS HATCHED AREAS SHALL BE EITHER 6" PLAIN CONCRETE OR 1" BITUMINOUS SURFACE ON 2" BITUMINOUS BASE ON 4" TYPE "P" COMPACTED AGGREGATE BASE OR 1" BITUMINOUS SURFACE ON 4" BITUMINOUS COATED AGGREGATE BASE WITH 5D STONE, EXTENDING TO THE SIDEWALK OR R/W LINE WHICHEVER IS NEAREST TO THE ROADWAY. 2. SUBGRADE UNDER ALL CURBS, SIDEWALK AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF I.D.O.T. STANDARD SPECIFICATIONS. 3. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE STANDARD AND SHALL BE CONTINUOUS ACROSS THE DRIVEWAY. RESIDENTIAL DRIVEWAY DETAIL 16 (D.O.T. # 16 -01) C801 ALLEY GRADING DETAIL 0801 )N 24' ALLEY ESMT. 6' 12' EDGE OF PVMT. TO EDGE OF PVMT. W J 6' PVMT 6' PVMT J Q W N Z _J . GREGATE LIME) I SLOPE 1/4" PER FOOT MIN of SLOPE 1/4" PER FOOT MIN 04PA " #11 HAC SURFACE 3" #9 HAC BINDER PIPE UNDERDRAIN (TYP) 6" #53 COMPACTED STONE BASE SEE DETAIL LOCATIONS: 20 Fr 0 ALLEY TO STREET CONNECTIONS 20 FT 0 STORM INLETS TYPICAL ALLEY SECTION 3 C801 100' TOP OF CURB I I / I I I I " NTS BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS PAVEMENT (20' MAX. SPACING) CURB JOINT DETAIL 4 0801 4' -0" MIN I I I I PREPARED SUBGRADE R/W LINE' TYPICAL SIDEWALK SECTION NOT TO SCALE Li ] Z Z Z Z o oD Cw z z o of LL v� W W = L' o � 1/2" PREFORMED JOINT FILLER REQUIRED FOR CONCRETE DRIVES ONLY I VARI RIGHT OF WAY LINE is -77 : SIDEWALK 5' TAPER LO 1/2" PREFORMED JOINT FILLER N STRAIGHT CURB DEPRESSED CURB STRAIGHT CURB 5' \CURB TRANSITION CURB TRANSITION 1. CROSS HATCHED AREAS SHALL BE EITHER 6" PLAIN CONCRETE OR 1" BITUMINOUS SURFACE ON 2" BITUMINOUS BASE ON 4" TYPE "P" COMPACTED AGGREGATE BASE OR 1" BITUMINOUS SURFACE ON 4" BITUMINOUS COATED AGGREGATE BASE WITH 5D STONE, EXTENDING TO THE SIDEWALK OR R/W LINE WHICHEVER IS NEAREST TO THE ROADWAY. 2. SUBGRADE UNDER ALL CURBS, SIDEWALK AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF I.D.O.T. STANDARD SPECIFICATIONS. 3. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE STANDARD AND SHALL BE CONTINUOUS ACROSS THE DRIVEWAY. RESIDENTIAL DRIVEWAY DETAIL 16 (D.O.T. # 16 -01) C801 ALLEY GRADING DETAIL 0801 )N 24' ALLEY ESMT. 6' 12' EDGE OF PVMT. TO EDGE OF PVMT. W J 6' PVMT 6' PVMT J Q W N Z _J . GREGATE LIME) I SLOPE 1/4" PER FOOT MIN of SLOPE 1/4" PER FOOT MIN 04PA " #11 HAC SURFACE 3" #9 HAC BINDER PIPE UNDERDRAIN (TYP) 6" #53 COMPACTED STONE BASE SEE DETAIL LOCATIONS: 20 Fr 0 ALLEY TO STREET CONNECTIONS 20 FT 0 STORM INLETS TYPICAL ALLEY SECTION 3 C801 100' TOP OF CURB I I / I I I I " NTS BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS PAVEMENT (20' MAX. SPACING) CURB JOINT DETAIL 4 0801 4' -0" MIN I I I I PREPARED SUBGRADE R/W LINE' TYPICAL SIDEWALK SECTION NOT TO SCALE Li ] Z Z Z Z o oD Cw z z o of LL v� W W = L' o � 48' -0" BETWEEN EXPANSION JOINTS (MAX. CONCRETE SIDEWALK 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. SIDEWALK AT DRIVEWAYS SHALL BE 6" MIN THICKNESS OR DRIVEWAY THICKNESS, WHICHEVER IS GREATER. SPACING BETWEEN SIDEWALK JOINT SHALL BE NO GREATER THAN 1.25 TIMES THE WIDTH OF THE SIDEWALK. ALL TRANSVERSE SIDEWALK JOINTS SHALL BE TOOLED OR SAWED TO 1/4 OF THE THICKNESS. SIDEWALK DETAIL 5 0801 En W w J J Q a z w 0 V V a of CD a cwn 5 Of L6 Uj cii °O z\ O N wm GiST,— No. 10000075 - STATE OF Q c %O<C` /NDIANP S�S�0NAmum DATE: 1/31/05 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. (2OU5) f q Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www. sch n eidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering O �..� +� Z O w Q) CD Z DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: STREET DETAILS DRAWING FILES: N: \1238 \1004 \DWGS \SECB \C801.DWG SHEET NO.: DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: STREET DETAILS DRAWING FILES: N: \1238 \1004 \DWGS \SECB \C801.DWG SHEET NO.: