The URL can be used to link to this page

Home My WebLink AboutVINE_HEALTHARE_ADDITIONS-C7-DRAINAGE-DETAILSInswIl off 1. Remove all vegetation and other objectionable material from the foundation area. 2. Grade the foundation and crown for positive drainage. Install culvert pipe under the pad if needed to maintain proper public road drainage. 3. Plead geoteeile fabr: on the graded Rundadon to improve stability. a. Place aggregate (No 2Store) to the dinnerware shown above, hawing Line surface smemin and supetl for drainage. 5. TopEres the drive with wa9red INDOT No. 53 aggregate (wtima0. 6. Where possible divert all storm watt runW and drainage film the temporary construction entrance to sediment trap or basin. Maintenance: ' InspeR daily ' Reshape had as needed for drainage are runoff control. Top -dress won clean aggregate as needed. ' Immediately remove mud and sediment tacked or washed onto public funds. ' PusHrg shouts Derry be used if the weer from the construcban dove car he moneyed into a sediment trap or Hain. STABILIZED CONSTRUCTION ENTRANCE APPROVED HAULER 12' Min 29 Min Meenals dtl: InundonAhead bxcadon on steep sbpes or at arves in putlic roatlways. Width-16 WMih-15feetminimumprfull Widths hueeM2rgredrive,vfikherer 5 thumbed LergMl feenminimum «full IergM cf the mtrarrm/rime, if over 3 Ac diatrmed area Ttearless_ 12 irlen minimum Materials: No..6 )(cwa9red aggregate(INDOT de No. 2)rperse of wadi to erom G No.63)(ao iinshid used pdmadlywfiere0lepmayrreof the paid fists keepon ovm prevassbaeng to venHg Ores. gregate and Fine uMedang ert,sans mate as a d To provide Mytt at prevent of aggregate and The arefu underlying soil material and ro pmvitle greater bearing strength when er�mrnkdrg we cvdMons. LOCANON OF THE CONCRETEWASHOUT AREA 2OOF (I D MIL MIN.) PLASTIC LINER SUPPLIED BY CONCRETE WASHOUT - LINED CONTAINER MOMS: * AN ESTIMATED CHART OF THE THE AMOUNT OF WATER PER DAY WILL BE ATTACH ED TO SWEEP SHEET. * SEE STE PLAN FOR PLACEMENT OF CWO. * THERE WILL BE NO BELOW GRADE SYSTEMS WITH THIS PROJECT. * BOX WILL BE MON70RED DAILY BY FOREMAN TO PREVENT OVERFLOW OR OVERWEIGHT CONDITIONS. WHEN THE FREE BOARD GETS TO WITHIN I8"THE FOREMAN WILL CALL FOR REMOVAL. * ALL WASHOUT SLURRY WILL BE TAKEN TO AN APPROVED DUMP SITE BY APPROVED HAULER. ' SEE ATTACHED SWPPP SHEET FOR CONTRACTORS EMERGENCY SPILL PROCEDURES FOR CONCRETE SPILLS. ' CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. ' SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATETHE LOCATION OF THE CONCRETE TRUCKS, PUMPS RIGS AND CWO. ' THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. * AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED, FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. * WHEN THE CONCRETE WASHOUT ARE IS REMOVED. THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONCRETE WASHOUT z Nor To SCALEC7 Wood Mulch or Compost Filter Sock Work To Half Height of Log 9"0 Min. Y Area Filter Sock Stake 9"0 Min. ap ° 4FMdk 6/0Spa* -I =1 Stake (Typ.) - — -� Filter Sock (TYp.) b�c LArea To Be Protected q UNTRENCHED OR TRENCHED NOTE: SECTION A -A All Filter Sock ends need to be tied into slope to force ranter h, nn thrr,nnh rho miri,ils, „f device. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations 3 of State and Local Codes C City GGF Camped �Vn��Vi�Dau'AWML DATE: \ 09/24/19 Stake 0 A NO SCALE 11 6' MINIMUM OF TOPSOIL OR COMPACTED PAVEMENT SECTION VARIES AGGREGATE OU / OF SUBGRADE .. . MNIMUM COVER SHALL ANAL .. ... BE PER NOTE 3 BACKFlLL .. -& +18'/MN. LLCEND Be = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE ——SPRINGUNE HAUNCHING (Bc/6) DEPTH OF BEDDING MATERIAL BELOW PIPE BIDDING d D d MIN NOTES I 1 60" A SMALLER 4" 66" A LARGER 6" 1. BEDDING AND HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE III STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE ANU UNE, THERE REMAINS A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL FOR PIPE SIZES 66" AND LARGER, THE MINMUM DEPTH OF MATERIAL BELOW THE PIPE BABEL SHALL BE 6". BEDDING SHALL BE PLACED TO BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACID UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF THE PIPE PRIOR TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE SOIL SHALL BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH j2 STONE IT WILL PRODUCE A UNIFORM AND STABLE FOUNDATON ALONG THE ENTIRE LENGTH OF THE PIPE HAU ICHNG AND INITAIL BACKFlLL SHALL BE COMPACTED IN B" MAXIMUM LIFTS TO NOT LESS THAN 9D% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFlLL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE NIL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND TO THE SPRINGUNE OF THE PIPE. MINIMUM TRENCH WIDTH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 18". 2. FINAL BACKFlLL FOR ALL RCA INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFlLL MEETING THE MATERIAL REQUIREMENTS O THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM UFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH O THE MATERIAL PLACED. THE SACKFUL FOR THE TOP 6" OF THE EXCAVATON BELOW THE LIMIT OF SUBGRADE SHALL BE 153 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFlLL FOR ALL RCP INSTALLATIONS WHERE "L" IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMATER, FROZEN LUMPS OF SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL. COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING AGENCY TO PROVIDE COMPACTION TESTING AS NECESSARY. 3. FOR INSTALLATION OF STORM MAINS, WATERMAINS SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT OR FINAL GROUND ELEVATOR TO THE TOP OF THE INSTALLED PPE SHALL BE NO LESS THAN 2.5 FEET OF COVER ALONG ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 4. IF EXISTING SUBGRADE HAS BEEN UNE STABILIZED, SACKFUL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO THE UMIT OF EXISTING SUBGRADE WITH COMPACTED AGGREGATE NO 53. 5. THESE STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM $EWERS THAT SHALL BE MAINTAINED BY THE CITY, REGARDLESS O STORM SEWER JURISDICTION. 6. ALL STORM PIPE WITHIN EESTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PPE REGARDLESS OF STANDARDI CITY OF CARMEL STANDARDS DRAWING 10-31 TRENCH DETAIL FOR CITY STORM SEWERS ADS, Inc. Drainage Handbook ADS ADVANEDGEW PIPE SPECIFICATION Specifications ♦ 1-23 Scope This specification describes 12- and 18-inch (3DO and 450 mm) ADS AdvanEDGE oblong corrugated pipe for use in subsurface drainage applications. Product Requirements ADS AdvanEDGE shall have annular interior and exterior corrugations. • 12- and 18-inch (300 to 45D mm) shall meet ASTM D7001. ADS AdvanEDGE outside dimensions shall be 1.5•thick by 12.5"wide or 1.5"thick by 18.5•wide. Advarl shall have internal bracing adjoining each long wall to prevent crushing under typical loading AdvanEDGE shall be made available with or without an external geotextlle wrap. Material Properties All pipe and fittings shall be made of polyethylene with a minimum cell classification of 424420C as defined and described in the latest version of ASTM D3350. ParroraMOns rbN al Plne atra, n(mm) 121a00) is Mena) sM LelRmaW),In(mm) lues(a) 1.125(3w smlWidth (on), n(mm) 0.125geo 0.125(1 Well load Alaa appex), Idol 1s 2a Filbr Fahrir Fabric Pmpmtles Tmn.NIMi Rlnlmum bn,pe Rdl Values Gnb Twi Brennan pM.) ASMIN 1m (wWnn principle areationH Grab Ebnal Kc) AarL1 DY32 aD pdmipieairec5pn) TrepemHSl Tom (Its.) ABmM AD 'weal mil direalon Pur"mn oft.) ASIMmn aD Permmlvin laed'( ASTM Di 0.2 Al IUD Breves ) ASTM N751 6o uv Realalense ASTM O0.A56 70 19 �0��• County Materials Corporation 243,443- 162-fa (7BoxT30• tolln,WI59448-0130 Drawing #:A76 MATERIALS CORPORATION www.co3firymatex OT8443-2318•[ollfiee (Beer 413fi162 www.counrymaterials.mm Date: 0109 r•n; r9T S-carer iysten 30" Diameter Storm Catch Basin 3Wx6'COMER w/2T HOLE 31A' WALL 30' DIAL 30" CATCH BASIN r c 1 I 1 r T 2 x r • MANUFACTURED TO ASTM C-478 SPECIFICATIONS • CONCRETE STRENGTH -4000 P.S.I. • ALL REINFORCING DESIGNED FOR I"MIN. COVER 4"x 60BASE IS ADS, Inc., February 2017 2' Filbr Fahrir Fabric Pmpmtles Tmn.NIMi Rlnlmum bn,pe Rdl Values Gnb Twi Brennan pM.) ASMIN 1m (wWnn principle areationH Grab Ebnal Kc) AarL1 DY32 aD pdmipieairec5pn) TrepemHSl Tom (Its.) ABmM AD 'weal mil direalon Pur"mn oft.) ASIMmn aD Permmlvin laed'( ASTM Di 0.2 Al IUD Breves ) ASTM N751 6o uv Realalense ASTM O0.A56 70 19 �0��• County Materials Corporation 243,443- 162-fa (7BoxT30• tolln,WI59448-0130 Drawing #:A76 MATERIALS CORPORATION www.co3firymatex OT8443-2318•[ollfiee (Beer 413fi162 www.counrymaterials.mm Date: 0109 r•n; r9T S-carer iysten 30" Diameter Storm Catch Basin 3Wx6'COMER w/2T HOLE 31A' WALL 30' DIAL 30" CATCH BASIN r c 1 I 1 r T 2 x r • MANUFACTURED TO ASTM C-478 SPECIFICATIONS • CONCRETE STRENGTH -4000 P.S.I. • ALL REINFORCING DESIGNED FOR I"MIN. COVER 4"x 60BASE IS ADS, Inc., February 2017 2' 19 �0��• County Materials Corporation 243,443- 162-fa (7BoxT30• tolln,WI59448-0130 Drawing #:A76 MATERIALS CORPORATION www.co3firymatex OT8443-2318•[ollfiee (Beer 413fi162 www.counrymaterials.mm Date: 0109 r•n; r9T S-carer iysten 30" Diameter Storm Catch Basin 3Wx6'COMER w/2T HOLE 31A' WALL 30' DIAL 30" CATCH BASIN r c 1 I 1 r T 2 x r • MANUFACTURED TO ASTM C-478 SPECIFICATIONS • CONCRETE STRENGTH -4000 P.S.I. • ALL REINFORCING DESIGNED FOR I"MIN. COVER 4"x 60BASE IS ADS, Inc., February 2017 2' a/w 00000 ❑ ❑ h0 ❑❑❑ ❑❑❑❑ V�l❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I ❑ ❑ ❑ ❑ lip 000 ❑ - ❑❑ ❑;E1 rd 6' ItyP.b.- .. 0 o b M Q000�000 INDIANA DBPARTMBM OF TRANSMWATION b h PIPE CATCH BASIN CASTING 0-'- - lop) E (tYR) APRIL laws STANDARD DRAWING No.B 7W-CBL'A-0t ry u'yMiN°Aa1 �~� PIPE CATCH BASIN CASTINGNIKKEI d� all ❑❑❑❑❑❑❑ a e IL It ❑❑❑❑❑❑❑ g a a a ❑❑❑❑❑❑❑ k E m 3 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑❑❑❑ ❑❑❑❑ Obe f oi Cis LU U DRAINAGE DETAILS ,,,•�SSTEgC, G ' STATE OF � aS ORAL z O � w K (D e be m N z � z all 0 � V ¢ � NN m m b Cd n o a — = co C� F rn Fria � z/] � a M a V ga W N v 0 I/K pp rV e r0 W � oa n m Zi Wsib .^.n i Z roa O x 1•rl CX a < a G W i"' Z W V � ui Q U (9 � N i_' U) ZOOM W w V N 0 () Z P Q Q a QZ K CW h Q ry K 4• � Z OQ= Q Z W O Q Z � = w m � U � J Q W Q �? � W_ _ 0. O :E � Z ZQ 0. > �U DRAWN By TEN CHECKED BY: ALD PROJECT No, I805-008 SHEET No. 7 C/ DRAINAGE DETAILS ,,,•�SSTEgC, G ' STATE OF � aS ORAL z O � w K (D e be m N z � z all 0 � V ¢ � NN m m b Cd n o a — = co C� F rn Fria � z/] � a M a V ga W N v 0 I/K pp rV e r0 W � oa n m Zi Wsib .^.n i Z roa O x 1•rl CX a < a G W i"' Z W V � ui Q U (9 � N i_' U) ZOOM W w V N 0 () Z P Q Q a QZ K CW h Q ry K 4• � Z OQ= Q Z W O Q Z � = w m � U � J Q W Q �? � W_ _ 0. O :E � Z ZQ 0. > �U DRAWN By TEN CHECKED BY: ALD PROJECT No, I805-008 SHEET No. 7 C/