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HomeMy WebLinkAbout1059.95.10I" BITUMiNUOUS SURFACE. 11. HAC BITUMINOUS BINDER. 8. HAC 5" MINIMUM (SEE NOTE 94) EXISTING PAVEMENT EXISTING PAVEMENT FLOWABLE FILL : • ' : • NO SCALE NOTES: I. The existing pov•sent Is to be sawout to provide a Clem break. t. french spoil is to be re•oved from the work site and disposed of out of the right -of-M- 3. f Io"abie Fitl (J Controlled�ohr5tr •rhgth- MOtrIQqI. Or f IowabN Mortar) is t0 be pared Erato tM tranch to serve as bockfill. to trr diisrnstme an0 speclfio0fiorr IJNW n this detail. 4. IN asphalt patch is to consist of 0 minlsue of S ifive) Inces of eltuminous eineer. to MAC and i le) inch of eitu•inous Surface. 11. MAC. If 1M uilaling pove.mnt Is thicker an t (six) $rum na ro s. additiol binder Is Io be used to tch the existing POxtwnrn ►1 Mtoluwe. IN No CASE IS LESS THU G ISIx) INCHES Of ASPHALT 10 6E USED. 5. the existing poverent Is to be tack cooled prior to ftr 1110rq1 of new aSpthoit. cock 000t is 1000 applied as specified In the latest ikW specifications. S•Ctxons 409 <Thd 902. ti. The new s.rfoce is to be sloped at the Sams rote as the existing Surface. 1. A 2 1two) inch wide bond of crqck s°olant ) to be cppl led ofvq tn• 4lnc o�tween thh• •nettr+0 new 06^11 surface. Sealant Is to be applied in accordance with I I apeCifloat lans. Secflat il. the florabl• file all Is 10 Contain, for •rrY Cubic Yard M botch Oct 101 no mar• than So Iba o1• portiand C•msnt. no mar• tram 500 lbs. of Type F fly ash Ord no more than 500 fbs of water. 9. it* Compressive strength of ihe Flovable F I I 1 16 not 10 exceed 100 PSI of 21 days. ROAD CUT PATCH - FLOWABLF FILL BACKFILL z ;STING Av( NT TT►tCC '[[ep sE001N0 CI!6A1t1CO.ALTSON It litS;im$ Av tEN1 No SCALE NOTES: T. TM men existing Pavement is to be w.cut to provide a clean beck. 2. french soil is to be r•noved from the work site and 4161)04.01 of Out of ithe right -of -wo . ). Covocted oggr•gal• or type •e'- Gooding Is to be placed In i' lifts and compacted to 1ST. 4. The existing povenwnl is to be lock coated prior to the loying Of Mw asphalt. took C4001 Is to be applied o4 specified in the latest INDOI sp•olficotions. Sections 409 and SW S. the concrete cap is to be finished 1.6 tans ono me h)olf) Inches below fin existing "face. A ra,ah lexlkre Is to be, achieved along the concrete s Krfoce. i. TM osphoit skrfoce is to consist of 1.5 tar and ao-mm Inca of eltueinous Surface. 11. MAC. 1. IM new surfs• iS to,be tlap•d of the some rate as it* existing Surface. between the 1' now ospnoit stride Sealant is to be appii•d on aaccorrdance with INIKII specificot)me.xSeclsan 305. ROAD CUT PATCH - CONCRETE CAP NON-ASPHAL71C MASTIC OR BUTYL RU88ER SEAL SEE PLANS FOR TYPE BETWEEN JOINTS OF CASTING iL REDUCER CAP MAX. 1' -0" PRE -CAST CONCRETE''�� ADJUSTER RINGS AS '' » REQ'D. TO MEET GRADE t14 t2„ 1 „ '• v' 6" CONCRETE PRECAST Mi 1 OR POURED y 12" 12" CLASS "A" CONCRETE itOTE STEPS TO BE INSTALLED IF DEPTH EXCEEDS 3'. STANDARD STORM SEWER MANHOLE SANIT MAN WATER MAN CENTER OF SEWER MAIN LAYING LENGTH 10" Mw SANITARY SEWER MAN 10' MIN. Tt C�.WATER MAN 18" MIN. ANI T ARY SEWER MAIN MINIMUM CROSSING & SEPARATION REQUIREMENTS FOR WATER & SANITARY SEWER MAINS !V tff. ft *!F4., W EDGE OF PAVEMENT. CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC R/W SIMILLAR STRUCTURE IN THE PUBLIC R/W 'OR LESS MIN. 6" TOPSOIL TO GREATER ENSURE THAN S' MIN. 6" TOPSOIL I GRASS GROWTH 1 TO ENSURE GRASS O 00 P.** q O .d • a.0 / II IIII�IiI� Iitl�lil IIII�iiI— + o IlII —lIIi -1111 _I i MIN. 1.25' c•I — �II° "B " BORROW OR EotA+�l i MiN. °1.25 Bc - 1 ' / REGULAR BAACKFILL ° iI- GRANULAR MATERIAL ° • • o o ' O // COMPACTED TO oS /. _I I •° O o° o . o ° ° 'I`I.O'•o A'.: Q STANDARD PROC _ I 0, rb .410.0 I • o o .0 is DENSITY] • • • O.. •.O •8 CRUSHED STONE OR �.O MIN. 12" •8 CRUSHED STONE O w Mill. 12" I II O ° $ 0 o•° APPROVED EOUY. APPROVED EOUIV. / d ° CLASS 1 BEDDING — o CLASS I BEDDING =I (i : ° MATERIAL HAND TAMPED • MATERIAL HAND TAMPS •0 • _ OR WALKED INTO PL AC 0 OR WALKED INTO PLAC •o — — � • O t • 4" 0• 4" o. 0 0• Ili fl, F Ifti� lid lit= li> li> WITHIN 5' OF EDGE OF PAVEMENT FIGURE THAN S' FROM EDGE OF PAVEMENT FIGURE 500-04 FIGURE 500-03 NOTE: ALL BEDDING { INTIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS LEGEN A MINIMUM 9' CLEARANCE Bc • OUTSIDE DIAMETER SHALL BE PROVIDED ON D • INSIDE DIAMETER EACH SIDE OF THE d • DEPTH OF BEDDING INSTALLED PIPE MATERIAL BELOW PiPE PLASTIC PIPE (PVC & HDPQ TRENCH DETAIL a i SUBSURFACE RISER DETAIL MIN. Y WIDTH TOPSOIL BACKFILL ""� •8 WASHED GRAVEL ITRE ACE TOP 6" WITH TOPSOIL (1N00T STD. SPECS.) OR APPROVED EOUIV. SEE CONSTRUCTION PLANS FOR UNOERORAN KOOREMENTS "d " • Flow eepth 4" "• " • $wale slope SHAPED BOTTOM OR 4 "- PERFORATED PLASTIC PIPE OF •8 WASHED GRAVEL BENEATH TILE SUBSURFACE ORAINAGE TILE REQUIRED IF CHANNEL SLOPE IS BETWEN 0,5% ANO 1.0%t AND OR LENGTH IS GREATER THAN 900 FEET. SWALE UNDERDRAIN DETAIL t�P�SEOIL#_.�R� €�oTQR Soo, AAAMMATCHIVIts IN6 I •• GRANULAR BACKFILL ANcub mode in or under any rood surface "be bocklilled with granular material. Where o cut either transverses or parallels the rood surface, gronular bockFtllsholibe placed in that Portion of the ctrl located within three (3) feet of the rood surloce or Within o distance of egad to one•holf (1/2) the depth ' of the cut, whichever is greater. MoteAdplocement and compoction shaNconform to GenerdOrdr►once No. 24, 1985, section 28-328. �CTIOfI OEjNI PAVEMENT ENTRANCE DRNE - TYPICAL CROSS SECTION ;E MANHOLE PRECAST OR MECHANICALLY CORED HOLE FOR PIPE R MANUFACTURER'S PLAT RUBBER BOOT MECHANICALLY /-INSTALLED iN MANHOLE SECTION PIPE STAINLESS STEEL CLAMP FOR RUBBER BOOT RUBBER BOOT DETAIL FOR SANITARY MANHOLE SOMPACTEOI II— i ACKFILL I 1 " , {I v v 0: g ) Mill. V d o o w e T / ' RCKFILL ANA , ° MP AC o MV_ MIN too lit$ i�t lit (iii t4" MIN. SEWER TRENCH UNPAVED AREAS PAVEMENT LADE a ••a ..a --(�, RMPACTE9 u CKFX1.aa'••• =1�1 ° : b • ° o'• 6" MIN. go / . o d =UU 61. Los =1 'WAR PiPE MIN ' • • • o o •O• lit= II IIiI=II 4 " ''"" SEWER TRENCH UNDER PAVEMENT SANITARY SEWER TRENCH DETAIN. t PARKING LOT PAVEMENT 110• /SYS BITUMINOUS SURFACE, HAC, No 11 BITUMINOUS MATERIAL FOR TACK 330• /SYS BITUMINOUS BINDER, HAC, No 8 OR 9 • • • • 6" TYPE "0" COMPACTED AGGREGATE, No 53 COMPACTED SUBGRADE TO 951 STANDARD PROCTOR ENTRANCE DRIVE PAVEMENT T10• /SYS BITUUNOUS SURFACE III HAC BASE COURSE (330• /SYS)•8 OR •9 HAC • • ; • ; • 8" •53 STONE SUBBASE COMPACTED SUBGRADE TO 951 STANDARD PROCTOR PAVEMENT WITHIN RIGHT-OF-WAY OF 131S1 STREET 1)O• /SYS BITUMINOUS SURFACE HAC Tx 11 OR Grit 440• /SYS BITUMINOUS BINDER •8 OR •9 HAC • 12"653 STONE SUBBASE COMPACTED SUBGRADE TO 957 STANDARD PROCTOR NOTE CLEAN SAW CUT JOINT REO'D ALONG THE EXISTING PAVEMENT. TYPICAL PAVEMENT SECTION FRAME COVER AS SPECIFIED N Y 8 N i u MAX. r -O" PRE -CAST CONCRETE ADJUSTER RINGS AS REO'D. TO MEET GRADE 2' -0" COMPRESSION O-RING JOINT REINFORCED PRE -CAST TAPERED ASTM C-443 t CONE SECTION OR PRECAST CM -zi— AVAILABLE IN 2' -8•' AND 3'-0" 4'- " LENGTHS (CAP r -0") ASTM C -478 REINFORCED PRECAST MANHOLE COMPRESSION 0 -RING SECTIONS AVAILABLE IN V.0.1. JOINT ASTM C-443 1'- 4 ".2'-0 ",2'-8 ",3'-0'• AND 4' -0" LENGTHS TO MEET REO'D DEPTH 6" TO 24" ASTM C -478 6" O.C. PIPE MANHOLE STEPS Polypropylene, polyproylens tooted — FILL WITH CONCRETE steel reinforcing or an approved non- corrosive 3' fiberglass material. CONCRETE FILLET The copolymer Po propylene shollmeet ASTM D-4101 a' y r inlorced with de {orrj+f€�T/einti15rr>�1ro de. [SN►forc,g POUR IN PLACE OR to. A5I A 6 G GO s�eetconforming PRECAST BASE 4 PREPARATION OF BASE DIRECTIONS PER ASTM C-478 e FILLED WITH A MINIMUM OF EIGHT (8) ITCHES OF N0, 2 CRUSHED STONE MECHANICALLY COMPACTED TO FORM A STABLE BASE. WHERE POOR OR UNSTABLE SOIL CONDITIONS EXIST OR OVER EXCAVATION HAS OCCURED. ADDITIONAL MO.2 CRUSHED STONE OR CLASS 8 CONCRETE SHALL BE USED TO FORM A STABLE BASE. w's t..r:.:• •mow* :� =: ,2 M �;:i:: =: t i +i��i!`« t 4 t t 1 SUBSURFACE RISER DETAIL MIN. Y WIDTH TOPSOIL BACKFILL ""� •8 WASHED GRAVEL ITRE ACE TOP 6" WITH TOPSOIL (1N00T STD. SPECS.) OR APPROVED EOUIV. SEE CONSTRUCTION PLANS FOR UNOERORAN KOOREMENTS "d " • Flow eepth 4" "• " • $wale slope SHAPED BOTTOM OR 4 "- PERFORATED PLASTIC PIPE OF •8 WASHED GRAVEL BENEATH TILE SUBSURFACE ORAINAGE TILE REQUIRED IF CHANNEL SLOPE IS BETWEN 0,5% ANO 1.0%t AND OR LENGTH IS GREATER THAN 900 FEET. SWALE UNDERDRAIN DETAIL t�P�SEOIL#_.�R� €�oTQR Soo, AAAMMATCHIVIts IN6 I •• GRANULAR BACKFILL ANcub mode in or under any rood surface "be bocklilled with granular material. Where o cut either transverses or parallels the rood surface, gronular bockFtllsholibe placed in that Portion of the ctrl located within three (3) feet of the rood surloce or Within o distance of egad to one•holf (1/2) the depth ' of the cut, whichever is greater. MoteAdplocement and compoction shaNconform to GenerdOrdr►once No. 24, 1985, section 28-328. �CTIOfI OEjNI PAVEMENT ENTRANCE DRNE - TYPICAL CROSS SECTION ;E MANHOLE PRECAST OR MECHANICALLY CORED HOLE FOR PIPE R MANUFACTURER'S PLAT RUBBER BOOT MECHANICALLY /-INSTALLED iN MANHOLE SECTION PIPE STAINLESS STEEL CLAMP FOR RUBBER BOOT RUBBER BOOT DETAIL FOR SANITARY MANHOLE SOMPACTEOI II— i ACKFILL I 1 " , {I v v 0: g ) Mill. V d o o w e T / ' RCKFILL ANA , ° MP AC o MV_ MIN too lit$ i�t lit (iii t4" MIN. SEWER TRENCH UNPAVED AREAS PAVEMENT LADE a ••a ..a --(�, RMPACTE9 u CKFX1.aa'••• =1�1 ° : b • ° o'• 6" MIN. go / . o d =UU 61. Los =1 'WAR PiPE MIN ' • • • o o •O• lit= II IIiI=II 4 " ''"" SEWER TRENCH UNDER PAVEMENT SANITARY SEWER TRENCH DETAIN. t PARKING LOT PAVEMENT 110• /SYS BITUMINOUS SURFACE, HAC, No 11 BITUMINOUS MATERIAL FOR TACK 330• /SYS BITUMINOUS BINDER, HAC, No 8 OR 9 • • • • 6" TYPE "0" COMPACTED AGGREGATE, No 53 COMPACTED SUBGRADE TO 951 STANDARD PROCTOR ENTRANCE DRIVE PAVEMENT T10• /SYS BITUUNOUS SURFACE III HAC BASE COURSE (330• /SYS)•8 OR •9 HAC • • ; • ; • 8" •53 STONE SUBBASE COMPACTED SUBGRADE TO 951 STANDARD PROCTOR PAVEMENT WITHIN RIGHT-OF-WAY OF 131S1 STREET 1)O• /SYS BITUMINOUS SURFACE HAC Tx 11 OR Grit 440• /SYS BITUMINOUS BINDER •8 OR •9 HAC • 12"653 STONE SUBBASE COMPACTED SUBGRADE TO 957 STANDARD PROCTOR NOTE CLEAN SAW CUT JOINT REO'D ALONG THE EXISTING PAVEMENT. TYPICAL PAVEMENT SECTION FRAME COVER AS SPECIFIED N Y 8 N i u STANDARD SANITARY MANHOLE 6' SERVICE FROM, BUILDING CLEANOUT ADAPTOR WITH CAP TO BE SAME SiZE AtNO 'ON AS HORIZONTAL PIPE 10 GRAVITY SEWER 6'•4" PVC WYE BRANCH CLEANOUT DETAIL LAST REVISION DATE: 1995 _J W _J r� I I d - 9500027 z _ 0 % STATE Or 4 ` 47- 1 ��41if��NAI N0 I r K-AL ft nap 'CH H SE COwadm n ;�In Ittefi�r► Sired dffW* IN 4W-1061 Il 634 -1000 -M FAX OI�TE 1 . -- JOB # 11107 11 SHEET 2--of 11 11IDE► 71t0ET ,PR" MAX. r -O" PRE -CAST CONCRETE ADJUSTER RINGS AS REO'D. TO MEET GRADE 2' -0" COMPRESSION O-RING JOINT REINFORCED PRE -CAST TAPERED ASTM C-443 CONE SECTION OR PRECAST CM -zi— AVAILABLE IN 2' -8•' AND 3'-0" 4'- " LENGTHS (CAP r -0") ASTM C -478 REINFORCED PRECAST MANHOLE COMPRESSION 0 -RING SECTIONS AVAILABLE IN V.0.1. JOINT ASTM C-443 1'- 4 ".2'-0 ",2'-8 ",3'-0'• AND 4' -0" LENGTHS TO MEET REO'D DEPTH 6" TO 24" ASTM C -478 6" O.C. PIPE MANHOLE STEPS Polypropylene, polyproylens tooted — FILL WITH CONCRETE steel reinforcing or an approved non- corrosive 3' fiberglass material. CONCRETE FILLET The copolymer Po propylene shollmeet ASTM D-4101 a' y r inlorced with de {orrj+f€�T/einti15rr>�1ro de. [SN►forc,g POUR IN PLACE OR to. A5I A 6 G GO s�eetconforming PRECAST BASE 4" BARS AT 12" C. TO C. BOTH PREPARATION OF BASE DIRECTIONS PER ASTM C-478 THE BOTTOM OF THE EXCAVATION/ TRENCH FOR THE'MANHOLE SHALL BE FILLED WITH A MINIMUM OF EIGHT (8) ITCHES OF N0, 2 CRUSHED STONE MECHANICALLY COMPACTED TO FORM A STABLE BASE. WHERE POOR OR UNSTABLE SOIL CONDITIONS EXIST OR OVER EXCAVATION HAS OCCURED. ADDITIONAL MO.2 CRUSHED STONE OR CLASS 8 CONCRETE SHALL BE USED TO FORM A STABLE BASE. STANDARD SANITARY MANHOLE 6' SERVICE FROM, BUILDING CLEANOUT ADAPTOR WITH CAP TO BE SAME SiZE AtNO 'ON AS HORIZONTAL PIPE 10 GRAVITY SEWER 6'•4" PVC WYE BRANCH CLEANOUT DETAIL LAST REVISION DATE: 1995 _J W _J r� I I d - 9500027 z _ 0 % STATE Or 4 ` 47- 1 ��41if��NAI N0 I r K-AL ft nap 'CH H SE COwadm n ;�In Ittefi�r► Sired dffW* IN 4W-1061 Il 634 -1000 -M FAX OI�TE 1 . -- JOB # 11107 11 SHEET 2--of 11 11IDE► 71t0ET ,PR"