Loading...
HomeMy WebLinkAbout006-94 World Wide Motors Standard DetailsLn 3" Topsoil o 6' Backfill 3„ Compacted No. 53 Stone 8" 24" Compacted Earth Subgrade Where sidewalk is NOT constructed adjacent to the curb, the space behind the curb shall be filled with suitable material to the required elevation and compacted in layers no to exceed 47. STANDARD ROLL CURB NO SCALE Area to be filled in with concrete and finished per Specs. -� T•CE1ev_; 11.25" y5 3" Topsoil C) 6" in Backfill Compacted No. 53 Stone 24" Compacted Earth Subgrade ** - Where sidewalk is NOT constructed adjacent to the curb, the space behind the curb shall be filled with suitable material to the required elevation and compacted in layers no to exceed 4". REVERSE SLOPE ROLL CURB NO SCALE NOTE: If existing 6" PVC lateral stubbed from existing sanitary manhole in Marie Drive cannot be utilized, then Marie Drive shall be open cut & a new 6" PVC lateral shall be installed via a field cored opening in the existing sanitary mahole and sealed with a "Kor-N-Sear boot or equal. PVC Lateral Shall be bedded and Marie Drive repaired per details shown on this sheet. PLAN NOTE: le war Manhole conforms to ASTM C-478, r Neenah R-1642 casting w/Self Sealing Joint conforms to ASTM C-433 lid & concealed pick holes and 44 stamped "SANITARY SEWER" Butyl rubber baseFinish grade to drain exterior backplaster 0.1' away from casting material 1 /4 + 1/16' .6„ Ir Min. thickness from 0 c 6' . 2' below top of cone o Precast concrete adjuster to casting, per Specs. v� o rings 4" Min. - 12" Max. height. 5/ Ito two rows of Kent seal under the Polypropylene or Plastic coated 2" "' riser rings and manhole casting. cost iron steps Precast concrete adj. • casting t ccentric cone section M Ile Max. Butyl rubber material around each �. '' 0 -ring gasket between manhole joint from C above to 6" below ;; all riser and cone f each joint. The appropriate primer shall :' sections, plus two rows of be applied prior to applying the rubber M 1112* extrudable gasket mat'I. coating. Inside joints to be filled with -0 = (Kent Seal or equal) precoat plug material. �•.' L 0 a 24' Max. Precast concrete sections Flow channels through--/ be U-shaped O Manufactured gasket or manholes shall w/benchwalls extending to Boot around pipes crown of pipes ':.j M U � w Z 3 CD Concrete base Laterals entering manhole shall for Dia. of 4' be placed at bench level6' 3" Min. ' 8' for Dia. greater than 4' ..................... I . I #4 0® If O.C.-B.W. Grout bench Min. 1/2' per 5" 4'-0" Dia. ` 6' of #8 Stone Bedding foot slope SANITARY SEWER MANHOLE NO SCALE (Clay Township Regional Waste District) + 6 Concrete may be flowable motor per INDOT Spec. 213 or #2500 Ready Mix concrete—, 7 A 6' 24' I.D.Kent seal gasket material in two rows v 44 " `v see detail below C: 2 • fd 6' e .6„ Ir SURFtCE 0 c 6' . N Q s 10' Min. 10' Min. v� o base extrudable qformed 5/ , Water Main •--� 30 1 8'Dia. 0v' c 3 `0:� Q 4gask,el SECTION VIEW Precast concrete adj. • 7 A 6' 24' I.D.Kent seal gasket material in two rows v 44 " `v see detail below C: 2 30 1 2" Dia. 6' Water Main o >0 .6„ a> SURFtCE 0 c 1. •' � N Q This type of concrete encasement This type of concrete encasement Is used when storm sewer is is used when excavating is done below sanitary sewer where just above sanitary sewer where shown on profile shown on profile CONCRETE ENCASEMENT DETAIL NO SCALE (SANITARY SEWERS) —j 7-Sonitary Sewer —Class 22 Mach. Joint C.I. or Class 2 D.I. Pipe ible Coupling or Adaptor ELEVATION 10' M ! I ::T,& ii c v Concrete collar & couplings used when less than 18' or in cases where water is below son. sewer NOTES: Water and sewer crossings and separations shall be in accordance with Ten States Standards and local codes. There shall be no physical connections between a public or private water supply system and a sanitary sewer or appurtenances thereto which would permit the passage of an polluted water into the potable water supply. Sanitary sewers shall be laid ten 10) feet horizontally from any existing or proposed water line. The distance shall be measured edge to edge. In cases where it is not practical to maintain a ten (10) foot separation, the appropriate reviewing agency may allow deviation on a case-by-case basis if supported by data from the design engineer. Such deviation may allow installation of the sewer closer to a water main provided that the water main is in a separate trench or on an undisturbed earth shelf located to one side of the sewer, and at an elevation so the bottom of the water main is at least 18 inches above the top of the sewer. Sanitary sewers crossing water mains shall be laid to provide a minimum vertical separation distance of 18 inches between the outside of water main and the outside of the sewer. This shall be the case where the water main is either above or below the sewer. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. Where a water main crosses under a sewer, adequate structural support shall be provided for the sewer to prevent damage to the water main. When it is impossible to obtain proper horizontal and vertical separation as stipulated above, the sewer shall be designed and constructed equal to water pipe, and shall be pressure tested to assure water tightness prior to backilling. MINT. CROSSOVER & SEPARATION NO SCALE (WATER MAINS & SANITARY SEWERS) F o Place 1/2' o� 24' I.D.Kent seal gasket material in two rows v Sanitary Sewer " `v see detail below C: 2 30 1 2" Dia. 0 Water Main o >0 ) a> SURFtCE 0 c PLAN N Q s 10' Min. 10' Min. v� o base extrudable qformed 5/ , Water Main •--� 30 1 8'Dia. 0v' c 3 `0:� —j 7-Sonitary Sewer —Class 22 Mach. Joint C.I. or Class 2 D.I. Pipe ible Coupling or Adaptor ELEVATION 10' M ! I ::T,& ii c v Concrete collar & couplings used when less than 18' or in cases where water is below son. sewer NOTES: Water and sewer crossings and separations shall be in accordance with Ten States Standards and local codes. There shall be no physical connections between a public or private water supply system and a sanitary sewer or appurtenances thereto which would permit the passage of an polluted water into the potable water supply. Sanitary sewers shall be laid ten 10) feet horizontally from any existing or proposed water line. The distance shall be measured edge to edge. In cases where it is not practical to maintain a ten (10) foot separation, the appropriate reviewing agency may allow deviation on a case-by-case basis if supported by data from the design engineer. Such deviation may allow installation of the sewer closer to a water main provided that the water main is in a separate trench or on an undisturbed earth shelf located to one side of the sewer, and at an elevation so the bottom of the water main is at least 18 inches above the top of the sewer. Sanitary sewers crossing water mains shall be laid to provide a minimum vertical separation distance of 18 inches between the outside of water main and the outside of the sewer. This shall be the case where the water main is either above or below the sewer. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. Where a water main crosses under a sewer, adequate structural support shall be provided for the sewer to prevent damage to the water main. When it is impossible to obtain proper horizontal and vertical separation as stipulated above, the sewer shall be designed and constructed equal to water pipe, and shall be pressure tested to assure water tightness prior to backilling. MINT. CROSSOVER & SEPARATION NO SCALE (WATER MAINS & SANITARY SEWERS) F o Place 1/2' Dia. extrudable preformed 24' I.D.Kent seal gasket material in two rows 0 on each side of the keyway for each 4 0 adj. ring rn V see detail below SAW CUT FOR GLEAN BREAK-- 30 1 2" Dia. PLAN VIEW w '/'� 1 '/�: ) RO.��`� SURFtCE P Q Two rows of Nominal 1/2' butyl rubber 1/4" �--� 1/4" base extrudable qformed 5/ material .) 30 1 8'Dia. (Kent seal or Equal) Q 4gask,el SECTION VIEW Precast concrete adj. ring or flange of casting GASKET DETAIL ADJUSTING RING DETAIL NO SCALE Contractor shall place a 5'— metal fence post exposed 2' minimum above finished grade elevation directly above lateral end. Post to be painted GREEN to assist in locating termination NOTE: Depth of pipe at Property Line to be approximately 9' below established grade except where a min. grade of 1.00% from main sewer fixes a lesser depth 6" PVC Plug __-1 / Sealed in place\ Minimum Grade = 1.00% NOTE: Magnetic locator tape to be placed at end of each lateral NOTE: Bedding requirements for laterals shati be the some as for main sewer line Long radius bend i SANITARY LATERAL DETAIL NO SCALE nish Grade Property Une 6' PVC pipe per sanitary sewer specifications (SDR 35) ISOMETRIC i a Replace excavated material ;. Compacted No. 8 crushed stone 7.7. D Bedding material to be 4 compacted No. 8 crushed stone 'b c NOTE: For rock or other incompressible f �1 materials, the trench should be over excavated a minimum of 6' and refilled w/No. 8 crushed stone. All fill is to meet Clay Township Regional Waste District Standard. SANITARY PIPE BEDDING DETAIL NO SCALE (Clay Township Regional Waste District) I DETA lL FOR CUT ROAD PATCHING ON ALL CUTS, ROADS THAT REQUIRE THE EXISTING PAVEMENT TO 3E RE- MOVED- THE DETAIL AS SHOWN BE - LOW SHALL BECOME A PART OF THIS PERMIT 2' - 0" ( Mini mum? NOTE QI NEw SURFACE IS To eE SIAPEi) AT THE SAME RATE AS THE EXISTING SURFACE. ExtsnNG HAvEmEMT Is To BE SAW CUT FOR A CLEAN BREAK. CO-PACTED APGP.EGATE IS TO SE LAID AT 6 LIFTS ANO IS Tn BF COMPACTED TO A MINIMUM OF 95 Wo. ® TRENCH SPOiL IS To BE RE - 610V1 O FROU TtC WORK SITE- ©- r € R.A.C. *it SURFACE. ® 81TUMINOLtS TACK APPLIED Ay PER 'INDIANA DEPT OF HIGHWAYS STAN ARD SPEC- IFICATIONS - 198#" SECTION 409 8 902. 2' - O ( Minimum) LIMITS OF PATCH REVISED: 1 14 -%Z EXISTING M 0 Zig ASN ernimmoust SAW CUT FOR GLEAN BREAK-- PAVEMENT #k t. ( MAXINUM ) RO.��`� SURFtCE P Q ._. <. ,. �•, . , fir• - 11 W O Q In 2' - 0" ( Mini mum? NOTE QI NEw SURFACE IS To eE SIAPEi) AT THE SAME RATE AS THE EXISTING SURFACE. ExtsnNG HAvEmEMT Is To BE SAW CUT FOR A CLEAN BREAK. CO-PACTED APGP.EGATE IS TO SE LAID AT 6 LIFTS ANO IS Tn BF COMPACTED TO A MINIMUM OF 95 Wo. ® TRENCH SPOiL IS To BE RE - 610V1 O FROU TtC WORK SITE- ©- r € R.A.C. *it SURFACE. ® 81TUMINOLtS TACK APPLIED Ay PER 'INDIANA DEPT OF HIGHWAYS STAN ARD SPEC- IFICATIONS - 198#" SECTION 409 8 902. 2' - O ( Minimum) EXISTING £:TUMIN(XIS PAVEMENT TYPE "8" BEDDING (95 9'o COMPACTION: OR PFC4MPACTET AGGREGATE LES QA PLAIN CONCRETE iS TO BE FiNtSHEO 11")Eu-4 THE EXISTING PAVEMENT. HAMILTON COUNTY HIGHWAY DEPARTMENT REVISED: 1 14 -%Z A •CN M 0 Zig ASN 0 C1 m <SQ Z RO.��`� P EXISTING £:TUMIN(XIS PAVEMENT TYPE "8" BEDDING (95 9'o COMPACTION: OR PFC4MPACTET AGGREGATE LES QA PLAIN CONCRETE iS TO BE FiNtSHEO 11")Eu-4 THE EXISTING PAVEMENT. HAMILTON COUNTY HIGHWAY DEPARTMENT REVISED: 1 14 -%Z RECOt,1ENDED: NAMILTQN COUNTY E DATE STANDARD PLAN APPROVED: <P -2A _ 9/ HAMILTON COUNTY 00ECTOf3 DATE COkONED WAIX 8 CURB NO SCALE • NOT REQUIRED WITH ASPHALT PAVEMENT ISOMETRIC W_ n' u;, Max. RAMP SLOPE i' PER FOOT Vorles 12' to 42' SECTION HANDICAP RAMP DETAIL V) Z ZO O_~ a_ U W LTJ o SHEET: 6 QJ Z Q 11 W O Q In O N M p LSI W a) ~ C) M > -0 CJ L 0 a w O 0 M U � w Z 3 CD _< SHEET: 6