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HomeMy WebLinkAboutC801U U m 0 00 U O a J tT 3 0 00 U U) 0) 3 Q N O O 00 ao N E 0 Z E 0- rn d' N E F- O y O N N v N 0 0 0 Q_ UNDISTURBED EARTH BI TUMINOUS PATCH DETAIL 20 C801 NO SCALE CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only one building may connect to the sewer main per lateral unless otherwise approved by the District. 2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer. 3. The existing sewer line from the building to the septic tank may only be used if it is located under a building addition, patio, porch or paved driveway. Air test is required to show if acceptable for re -use. The property owner shall bear the cost of all testing. The District inspector must be onsite for the duration of the air test. 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an inspection to determine compliance with the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a second inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel inspection, an additional fee of $100.00 will be due. This must be paid prior to the time of the follow up inspection. 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, upon connection to a public sewer, a septic tank "...shall be abandoned (pumped clean) and filled completely with earthen material or stone in a safe and sanitary manner." Please contact the appropriate County Board of Health for further information and to notify the department of the abandonment. 6. Acceptable Pipe Materials: PVC PIPE: SDR 35 or SDR 26, ASTM D3034, SIX INCH PIPE PVC PRESSURE RATED PIPE: SDR 21, ASTM D2241, SIX INCH PIPE RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL): Yelomine SRD 21, ASTM D2241, SIX INCH PIPE (use only per approval of the District Engineer) GASKETED JOINTS: ASTM D3212 GASKETS: ASTM F477 FITTINGS: SDR 26 or better (NO fernco's allowed) DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS CLEAN OUTS TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND NO MORE THAN 100 FEET APART. 7. Bedding: Use Number 8 crushed stone or Number 8 fractured face aggregate Number 8 stone backfill material is to be placed from 6 inches below to 12 inches above the pipe The trench should be a minimum of 18 inches wide (six inches on both sides of the pipe) 8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used meeting SDR 21 and ASTM D2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer prior to installation. 9. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are met. No glued pipe shall be installed outside three feet of building foundation walls. 11. Additional information on District standards and specifications may be obtained from the District's office during business hours of 8:00a.m. to 4:30 p.m. Monday through Friday: All District standards can be located on our web site at hftip://www.ctrwd.orci. Clay Township Regional Waste District 10701 North College Suite A. Indianapolis, Indiana 46280 Phone: 844 -9200 Fax: 844 -9203 12. Septic effluent shall not be pumped out into the sanitary sewer system. 13. The District shall inspect ALL laterals. Please call the District office at 844.9200 24 hours prior to time of inspection 14. Contractors shall law 14 gauge -solid wire the entire length of the lateral. Wire is to be placed on top of the lateral. The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top. 15. Call before you dig. IUPPS 1- 800 - 382 -5544, 48 hours prior to digging. Latem I-rev. 03-01 -07rh R� r loll 19 0801 STD 2' CHAIR PAVEMENT SECTION 18 0801 Z a J EDGES TO BE SAWCUT AND 1238.8002A FLOWABLE FILL CLEAN OF DEBRIS AND LOOSE X w 3. BITUMINOUS TACK TO BE APPLIED PER INDIANA ASPHALT BEFORE PATCHING 5' OR GREATER DEPT. OF HIGHWAYS STANDARD SPECIFICATIONS JOINT FILLER SEAMS TO BE IRONED 1998 SECTION 409 AND 902. BITUMINOUS PATCH 1.5" BITUMINOUS SURFACE #11 ON 2.5" BITUMINOUS BINDER #9 ON 0 4. ALL LANE MARKINGS, STRIPING, STOP BARS, ETC. 12" COMPACTED AGGREGATE #53 � ~ MATCH EXISTING PAVEMENT IF GREATER ACTIVITIES, SHALL BE RETURNED TO THEIR ORIGINAL z D B- BORROW FOR STRUCTURE BACKFIELL DETAIL 16 TO MEET THE REQUIREMENTS OF INDOT o 0801 SPECIFICATION SECTION 211 z r (TYP.) 2 /\ PIPE BEDDING UNDISTURBED EARTH BI TUMINOUS PATCH DETAIL 20 C801 NO SCALE CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only one building may connect to the sewer main per lateral unless otherwise approved by the District. 2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer. 3. The existing sewer line from the building to the septic tank may only be used if it is located under a building addition, patio, porch or paved driveway. Air test is required to show if acceptable for re -use. The property owner shall bear the cost of all testing. The District inspector must be onsite for the duration of the air test. 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an inspection to determine compliance with the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a second inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel inspection, an additional fee of $100.00 will be due. This must be paid prior to the time of the follow up inspection. 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, upon connection to a public sewer, a septic tank "...shall be abandoned (pumped clean) and filled completely with earthen material or stone in a safe and sanitary manner." Please contact the appropriate County Board of Health for further information and to notify the department of the abandonment. 6. Acceptable Pipe Materials: PVC PIPE: SDR 35 or SDR 26, ASTM D3034, SIX INCH PIPE PVC PRESSURE RATED PIPE: SDR 21, ASTM D2241, SIX INCH PIPE RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL): Yelomine SRD 21, ASTM D2241, SIX INCH PIPE (use only per approval of the District Engineer) GASKETED JOINTS: ASTM D3212 GASKETS: ASTM F477 FITTINGS: SDR 26 or better (NO fernco's allowed) DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS CLEAN OUTS TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND NO MORE THAN 100 FEET APART. 7. Bedding: Use Number 8 crushed stone or Number 8 fractured face aggregate Number 8 stone backfill material is to be placed from 6 inches below to 12 inches above the pipe The trench should be a minimum of 18 inches wide (six inches on both sides of the pipe) 8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used meeting SDR 21 and ASTM D2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer prior to installation. 9. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are met. No glued pipe shall be installed outside three feet of building foundation walls. 11. Additional information on District standards and specifications may be obtained from the District's office during business hours of 8:00a.m. to 4:30 p.m. Monday through Friday: All District standards can be located on our web site at hftip://www.ctrwd.orci. Clay Township Regional Waste District 10701 North College Suite A. Indianapolis, Indiana 46280 Phone: 844 -9200 Fax: 844 -9203 12. Septic effluent shall not be pumped out into the sanitary sewer system. 13. The District shall inspect ALL laterals. Please call the District office at 844.9200 24 hours prior to time of inspection 14. Contractors shall law 14 gauge -solid wire the entire length of the lateral. Wire is to be placed on top of the lateral. The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top. 15. Call before you dig. IUPPS 1- 800 - 382 -5544, 48 hours prior to digging. Latem I-rev. 03-01 -07rh R� r loll 19 0801 STD 2' CHAIR PAVEMENT SECTION 18 0801 'D 2' CHAIR BACK CURB N • (O o - I� PAVEMENT (0 SECTION SECTION "A -A" VALLEY GUTTER AND SECTION 1 (rNOIPPA& V rIIRRI csol * BELL HOLES SHALL BE PROVIDED AND THE TRENCH PREPARED SO THAT THE BOTTOM IS PROPERLY SUPPORTED THROUGHOUT ITS LENGTH. APPROX 90' COVER & SEAL USE 6" SEWER PIPE UNLESS OTHERWISE SPECIFIED LONG RADIUS CURVE *SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL 3" TOP SOIL uct M NOTE: SEPARATION BETWEEN WYE FITTING: A. OPPOSITE SIDE LATERALS 1) 1' MINIMUM BELL TO BELL TRACER WIRE 2) BELL TO SPIGOT MAY BE ADJACENT PROPERTY, RIGHT -OF -WAY r I 1' (TYPICAL ALL OR EASEMENT UNE LATERALS) -- FOR SEPARATION SEE NOTE ONE PIECE TEE -WYE REQUIRED RIGHT -OF -WAY, PROPERTY OR EASEMENT LINE 6" SDR 35 PIPE TRACER HARE MAIN SEWER UNE �c BEDDING TO BE PLACED ON UNDISTURBED EARTH. COMPACTION OF #8 STONE IS CRITICAL UNDER ALL JOINTS AND FITTINGS. IF PROPER COMPACTION CANNOT BE ACHIEVED, THEN PLACE A MINIMUM OF 6" OF 3500 PSI, NOTE: 28 DAY COMPRESSIVE STRENGTH CONCRETE AROUND THE PIPE TO BEAR ON STABLE ALL FITTINGS SHALL BE SDR 26. PLAN VIEW (ROUND (PER ENGINEER). PAINTED GREEN 2" X 4" WITH ROD OR T POST (DETECTABLE BY METAL DETECTOR, 3' ABOVE GRADE) DEPTH TO LATERAL TO A MINIMUM OF 8. OF #8 STONE OVER BE SHOWN ON MARKER. THE CONCRETE CAPPED WYE SHALL BE (TYPICAL ALL LATERALS) PLACED PRIOR TO BACKFILLING. 12" FINISHED GRADE ��RIGHT -OF -WAY 22.5' OR 45' OR EASEMENT UNE d/ J11, .d/ TRACER ALL LATERALS) 5 22.5' OR 45' MINIMUM - 8' MAXIMUM /i� /i� (TYPICAL ALL LATERALS) ANGLE MUST BE BETWEEN ` / / / CAP FOR 15' AND 45'. i ANGLE MUST BE BETWEEN FUTURE CONNECTION / 15' AND 45. (TYPICAL ALL LATERALS) MINIMUM 4" CONCRETE CAP REQUIRED, f NOT TO EXCEED BYOND FIRST PIPE 6" MINIMUM „ MINIMUM FALL- 1/8" PER FOOT JOINT OF WYE. IF A WYE IS 20' DEEP, -� MAY NEED TO BE DEEPER FOR THEN CONCRETE CAP IS REQUIRED AT r (TYPICAL ALL LATERALS) LONG BUILDING LATERALS OR THE ENGINEERS DISCRETION. MINIMUM FINISHED GRADES SLOPING AWAY CONCRETE STRENGTH OF 3500 PSI, 28 FROM SEWER. DAY REQUIRED PFORSDUCTILEE 0 TEE. * SECTION NOTE: ALL LATERAL BEDDING SHALL BE AGAINST UNDISTURBED TRENCH. MORE THAN 20' DEEP LESS THAN 20' DEEP NOTE: DEPTH OF SERVICE LATERAL SHALL BE MEASURED FROM FINISHED GRADE TO THE TOP OF MAIN SEWER UNE. PIPE REQUIREMENTS PER DEPTH ARE AS FOLLOWS: S -19' = SDR -35 20' -25' = SDR -26 26' OR GREATER = SDR -23.5 SERVICE LATERAL DETAIL 12 0801 DIAMETER AS SPECIFIED ON PLANS 24" TAPERED CONC�E� 8 CLASS A N CURB 1/2" RADIUS CONCRETE COMPACTED / /� // °'� a BACKFILL / %/% a ° 1 NOTES: USE DIMENSIONS FOR LOCAL ROADS ONLY 1 INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE TOP OF PAVING TAPERED CONC. CURB 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 4 inch (100 mm) 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 csol NO SCALE 2. CURE ALL EXPOSED SURFACES 3. CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2" 4. DAMPEN SUBGRADE BEFORE PLACING CONCRETE 5. CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM 6. NO BACKFlWNG OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE COMBINED CURB AND GUTTER TYPE /// 1 NO SCALE C EXIST. PAVEMENT EXIST. PAVEMENT 50' RIGHT OF WAY (MINIMUM) M p N 24" COMPACTED SUBGRADE COMBINED CONCRETE CURB 9 AND C U TTF R (TYPE Ill 0801 GRADE vmrCIGJ (NEW OR EXISTING) GRADE (NEW OR EXISTING) 3.25' 3.25' - STANDARD HYDRO 11 1 I I II I II I_I S-150 EROS MANUFACTURED CONTROL EO BY SEEDING W /STRAW MULCH & TACKIFIELD NORTH AMERICAN GREEN �1 Z a J MODIFIED CURB RAMP TYPE 'C' 1238.8002A FLOWABLE FILL NOT TO SCALE X w 3. BITUMINOUS TACK TO BE APPLIED PER INDIANA 1/2" PREFORMED GENERAL DETAILS DEPT. OF HIGHWAYS STANDARD SPECIFICATIONS JOINT FILLER AT SAME RATE 1998 SECTION 409 AND 902. SEE RAMP GROOVES DETAIL 0 4. ALL LANE MARKINGS, STRIPING, STOP BARS, ETC. 2. TRENCH SPOIL IS TO BE REMOVED FROM THE � ~ S EWALK ACTIVITIES, SHALL BE RETURNED TO THEIR ORIGINAL z D O DETAIL 16 5. CUT SHALL BE STEEL PLATED DURING CONCRETE o 0801 ED z r (TYP.) 2 SEE DETECTABLE FS�Q0� j ::E! WARNING DETAIL tit 60 VJ t3 7 U I-T-1 /8" NOTES. 700LE0 RIBBING DETECTABLE WARNING DETAIL COMPOU CURING SHALL PLACED EXPOSED SURFACES, o.3 -- '�- NCLUDIN6 SI ESN WHEN FORMS REMOVED DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE DETAIL OF RAMP GROOVES T o.3' ct RAMPS TO BE 6" OF CLASS "A" CONCRETE, ON 6" OF COMPACTED 1/2" PREFORMED z 0 AGGREGATE, NO. 53 STONE (STONE SHALL BE PLACED FOR ALL CURB JOINT FILLER 24" OF CONCRETE RAMPS AND SHALL BE INCLUDED IN THE COST OF RAMPS) TOOLED 6" CLASS 0. (� CURB & GUTTER THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WTH THE EDGE OF r "A" CONC. t'RIBBING ADJACENT PAVEMENT AND GUTTER LINE 1 121 PAVEMENT MINIMUM RECOMMENDED WIDTH OF RAMP IS 4' 0" TOOLED RIBBING SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL TO 6" COMP. N0. -A 53 TONE CROSS ROADWAY (PARALLEL TO THE ROADWAY CENTERLINE) 1/2" pREFORMED S p CC7 D JOINT FILLER I W D z Z DRAINAGE INLETS SHALL BE LOCATED UPHILL FROM CURB RAMPS TO PREVENT PUDDLES AT THE PATH OF TRAVEL RAMP CONSTRUCRON DETAIL T-1-LI W o C801 'D 2' CHAIR BACK CURB N • (O o - I� PAVEMENT (0 SECTION SECTION "A -A" VALLEY GUTTER AND SECTION 1 (rNOIPPA& V rIIRRI csol * BELL HOLES SHALL BE PROVIDED AND THE TRENCH PREPARED SO THAT THE BOTTOM IS PROPERLY SUPPORTED THROUGHOUT ITS LENGTH. APPROX 90' COVER & SEAL USE 6" SEWER PIPE UNLESS OTHERWISE SPECIFIED LONG RADIUS CURVE *SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL 3" TOP SOIL uct M NOTE: SEPARATION BETWEEN WYE FITTING: A. OPPOSITE SIDE LATERALS 1) 1' MINIMUM BELL TO BELL TRACER WIRE 2) BELL TO SPIGOT MAY BE ADJACENT PROPERTY, RIGHT -OF -WAY r I 1' (TYPICAL ALL OR EASEMENT UNE LATERALS) -- FOR SEPARATION SEE NOTE ONE PIECE TEE -WYE REQUIRED RIGHT -OF -WAY, PROPERTY OR EASEMENT LINE 6" SDR 35 PIPE TRACER HARE MAIN SEWER UNE �c BEDDING TO BE PLACED ON UNDISTURBED EARTH. COMPACTION OF #8 STONE IS CRITICAL UNDER ALL JOINTS AND FITTINGS. IF PROPER COMPACTION CANNOT BE ACHIEVED, THEN PLACE A MINIMUM OF 6" OF 3500 PSI, NOTE: 28 DAY COMPRESSIVE STRENGTH CONCRETE AROUND THE PIPE TO BEAR ON STABLE ALL FITTINGS SHALL BE SDR 26. PLAN VIEW (ROUND (PER ENGINEER). PAINTED GREEN 2" X 4" WITH ROD OR T POST (DETECTABLE BY METAL DETECTOR, 3' ABOVE GRADE) DEPTH TO LATERAL TO A MINIMUM OF 8. OF #8 STONE OVER BE SHOWN ON MARKER. THE CONCRETE CAPPED WYE SHALL BE (TYPICAL ALL LATERALS) PLACED PRIOR TO BACKFILLING. 12" FINISHED GRADE ��RIGHT -OF -WAY 22.5' OR 45' OR EASEMENT UNE d/ J11, .d/ TRACER ALL LATERALS) 5 22.5' OR 45' MINIMUM - 8' MAXIMUM /i� /i� (TYPICAL ALL LATERALS) ANGLE MUST BE BETWEEN ` / / / CAP FOR 15' AND 45'. i ANGLE MUST BE BETWEEN FUTURE CONNECTION / 15' AND 45. (TYPICAL ALL LATERALS) MINIMUM 4" CONCRETE CAP REQUIRED, f NOT TO EXCEED BYOND FIRST PIPE 6" MINIMUM „ MINIMUM FALL- 1/8" PER FOOT JOINT OF WYE. IF A WYE IS 20' DEEP, -� MAY NEED TO BE DEEPER FOR THEN CONCRETE CAP IS REQUIRED AT r (TYPICAL ALL LATERALS) LONG BUILDING LATERALS OR THE ENGINEERS DISCRETION. MINIMUM FINISHED GRADES SLOPING AWAY CONCRETE STRENGTH OF 3500 PSI, 28 FROM SEWER. DAY REQUIRED PFORSDUCTILEE 0 TEE. * SECTION NOTE: ALL LATERAL BEDDING SHALL BE AGAINST UNDISTURBED TRENCH. MORE THAN 20' DEEP LESS THAN 20' DEEP NOTE: DEPTH OF SERVICE LATERAL SHALL BE MEASURED FROM FINISHED GRADE TO THE TOP OF MAIN SEWER UNE. PIPE REQUIREMENTS PER DEPTH ARE AS FOLLOWS: S -19' = SDR -35 20' -25' = SDR -26 26' OR GREATER = SDR -23.5 SERVICE LATERAL DETAIL 12 0801 DIAMETER AS SPECIFIED ON PLANS 24" TAPERED CONC�E� 8 CLASS A N CURB 1/2" RADIUS CONCRETE COMPACTED / /� // °'� a BACKFILL / %/% a ° 1 NOTES: USE DIMENSIONS FOR LOCAL ROADS ONLY 1 INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE TOP OF PAVING TAPERED CONC. CURB 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 4 inch (100 mm) 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 csol NO SCALE 2. CURE ALL EXPOSED SURFACES 3. CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2" 4. DAMPEN SUBGRADE BEFORE PLACING CONCRETE 5. CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM 6. NO BACKFlWNG OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE COMBINED CURB AND GUTTER TYPE /// 1 NO SCALE C EXIST. PAVEMENT EXIST. PAVEMENT 50' RIGHT OF WAY (MINIMUM) M p N 24" COMPACTED SUBGRADE COMBINED CONCRETE CURB 9 AND C U TTF R (TYPE Ill 0801 GRADE vmrCIGJ (NEW OR EXISTING) GRADE (NEW OR EXISTING) 3.25' 3.25' - STANDARD HYDRO 11 1 I I II I II I_I S-150 EROS MANUFACTURED CONTROL EO BY SEEDING W /STRAW MULCH & TACKIFIELD NORTH AMERICAN GREEN �1 Call before you dig. Earth Or Sidewza[k Surface r8 Washed Aggregate HANCOR HI -Q OR EQUIVALENT W Z J a COMMONS 3 7.0' L� O H- 2 O 0 Q O W z 3 O 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 A -A 1 RHETTSBURY STREET C801 23' RIGHT OF WAY 19' FACE TO FACE 6" CHAIR BACK CURB WITHOUT GUTTER PROFILE GRADE I 9.5' 6" CHAIR BACK CURB SLOPE 1/4" PER FOOT MIN 1.5" HMA SURFACE #11� 2" HMA BINDER #8 3" HMA 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 TYPICAL FRONTAGE DRIVE SECTION KOSSUTH STREET 24' ALLEY ESMT. N6' 12' EDGE OF PVMT. TO EDGE OF PVMT. W J 6' PVMT 6' PVMT J Q W N Z J SLOPE 1/4" PER FOOT MIN O SLOPE 1/4" PER FOOT MIN N,��1" #11 HMA SURFACE ��-- 3" #9 HMA BINDER 6" #53 COMPACTED STONE BASE NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON TYPICAL ALLEY SECTION 3 C801 W J 1.5' 8.0' PVMT J a 6" CHAIR BACK CURB N WITHOUT GUTTER SLOPE 1/4" PER FOOT MIN 24' ALLEY ESMT. 19' FACE TO FACE 8.0' PVMT 1.5' W z 6" CHAIR BACK CURB w WITHOUT GUTTER z SLOPE 1/4" PER FOOT MIN Ld E" #11 HMA SURFACE 3" #9 HMA BINDER 6" #53 COMPACTED STONE BASE NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON INVERTED CROWN WITH CURB SECTION Concrete Curb Or Curb & Cutter ' 50' (MAXIMU Q 3 Li O E- 3.5 TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB (50' MAXIMUM SPACING) PAVEMENT TRANSVERSE CONTRACTION JOINTS 10' MAX SPACING ON TANGENTS ( 5' MAX. SPACING ON RADII) CURB JOINT DETAIL 5 C801 w z _J 1- O J N W W J J Q N I- to W w J J a N � u Z a J z z 1238.8002A FLOWABLE FILL NOTES: X w 3. BITUMINOUS TACK TO BE APPLIED PER INDIANA O GENERAL DETAILS DEPT. OF HIGHWAYS STANDARD SPECIFICATIONS 1. NEW SURFACE TO BE SLOPED AT SAME RATE 1998 SECTION 409 AND 902. AS EXISTING SURFACE. O Ed C� uz 4. ALL LANE MARKINGS, STRIPING, STOP BARS, ETC. 2. TRENCH SPOIL IS TO BE REMOVED FROM THE DISTURBED OR REMOVED DURING EXCAVATION WORK SITE. CL ACTIVITIES, SHALL BE RETURNED TO THEIR ORIGINAL z CONDITION. ROAD PATCH DETAIL 16 5. CUT SHALL BE STEEL PLATED DURING CONCRETE o 0801 CURE TIME AND UNTIL ASPHALT IS APPLIED. z Call before you dig. Earth Or Sidewza[k Surface r8 Washed Aggregate HANCOR HI -Q OR EQUIVALENT W Z J a COMMONS 3 7.0' L� O H- 2 O 0 Q O W z 3 O 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 A -A 1 RHETTSBURY STREET C801 23' RIGHT OF WAY 19' FACE TO FACE 6" CHAIR BACK CURB WITHOUT GUTTER PROFILE GRADE I 9.5' 6" CHAIR BACK CURB SLOPE 1/4" PER FOOT MIN 1.5" HMA SURFACE #11� 2" HMA BINDER #8 3" HMA 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 TYPICAL FRONTAGE DRIVE SECTION KOSSUTH STREET 24' ALLEY ESMT. N6' 12' EDGE OF PVMT. TO EDGE OF PVMT. W J 6' PVMT 6' PVMT J Q W N Z J SLOPE 1/4" PER FOOT MIN O SLOPE 1/4" PER FOOT MIN N,��1" #11 HMA SURFACE ��-- 3" #9 HMA BINDER 6" #53 COMPACTED STONE BASE NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON TYPICAL ALLEY SECTION 3 C801 W J 1.5' 8.0' PVMT J a 6" CHAIR BACK CURB N WITHOUT GUTTER SLOPE 1/4" PER FOOT MIN 24' ALLEY ESMT. 19' FACE TO FACE 8.0' PVMT 1.5' W z 6" CHAIR BACK CURB w WITHOUT GUTTER z SLOPE 1/4" PER FOOT MIN Ld E" #11 HMA SURFACE 3" #9 HMA BINDER 6" #53 COMPACTED STONE BASE NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON INVERTED CROWN WITH CURB SECTION Concrete Curb Or Curb & Cutter ' 50' (MAXIMU Q 3 Li O E- 3.5 TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB (50' MAXIMUM SPACING) PAVEMENT TRANSVERSE CONTRACTION JOINTS 10' MAX SPACING ON TANGENTS ( 5' MAX. SPACING ON RADII) CURB JOINT DETAIL 5 C801 w z _J 1- O J N W W J J Q N I- to W w J J a N � u Z a J z z 1238.8002A r- z L7 w X w o. O GENERAL DETAILS O T: \1k \1238 \8002A \dwgs \C801.dwg D_i UJ w O Ed C� uz z K o CL v� z 5' -0" BETWEEN z iv o z O a � z TRANSVERSE JOINTS Lo Q ::E! ac W l� z 0 PREPARED SUBGRADE R/W LINE J I I 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 D01 f- C> 0 J f- 0 Z � o � ~ o Q J U F- M o- E U W O Mck:: _0j_ ° Z L.� J U C_.) U r �a o w a- => It= (n J U J Q Q � W W O LAB � 0- N Tcr) ce: j Em o W 0 Q of 0 O C4 C,4 v O N U W U U w �p m im 0 P .. L III.. No. .may= 11012161 W= STATE OF i�f ''•�NDIANP'' OM /11111111111111 DATE 03/27/2013 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. (2006) 'khneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 03/27/13 1238.8002A DRAWN BY: CHECKED BY: DCC O GENERAL DETAILS DRAWING FILES: T: \1k \1238 \8002A \dwgs \C801.dwg SHEET NO.: (C (E35) (an � o w � a z O a � z :Z� Q ::E! �w ct z 0 0. _ DATE: PROJECT NO.: 03/27/13 1238.8002A DRAWN BY: CHECKED BY: DCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: T: \1k \1238 \8002A \dwgs \C801.dwg SHEET NO.: (C (E35) (an