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HomeMy WebLinkAbout0879.95.12Note: 1/2' Bituminous Expansion Joints shall be placed every 25 feet with scored control joints placed every 5 feet in between. The expansion joints shall be filled with sealant. 1 1/2* Radius 6" 5' -6" _ \ .False Joint 1/4 p•r:Ft: Slope (2.083 • 0 Pvmt. Slope Varlee 6* °- o i11 H.A.C. Surface 1" #9 H.A.C. Binder 2" i #53 Stone 6• a ►. . _ a n Compacted to ° r 95% Standard ' T Proctor Denslty 4' Thick, 4000 Pal Concrete Slob with 2' L 6 "x6" 10x10 Wire Mesh W.W.M. over 4' granular fill compacted to 95% Standard Proctor Density. 4• Rebor Top k Bottom .T PARKING LOT DETAIL COMBIiVED WALK & CURB DETAIL PPE SIM HY TO 15' Ir 1 OVER / ODJ4 WK • 4- ODJ♦ MAX, Sewer I MLN"J I WIDTH • 1.2NO.OJ BACHFLL WITH CLEAN GRANULAR MATERIAL o 3 REOLMEIAENT OF Class 22 Alech Joint rPEP NOIANA DEPARTMENT < Wafer Alain OF HIGHWAYS Vf O IAMECNAIICAL COMPACTION Z ,\ TO 95% PROCTOR DENSITY) eB CRUSHED STONE OR •B M ` ���---------- O--- D—�� —� FRACTURED FACE AGGREGATE / I II �— •a STOIC OR HAND TAMPED OR WALKED N TO 10' Mln. 10' Alin. 0 O FRACn •� FRACTURED FACE AGEIfLl.TL Ill 0.0. 12' PER SPECS. 24• HAM TAMPED OR WALKED Y. 6" alter Alain —� TO Il2 OD., PET. SPEC& `o f too, 4' MIH Z •, , 3" MIN. r BELOW T'E EMOIEL ! . /:•:: / - I BELOW THE BELL 1 < < of C011U9ED STOLE on W •B FMCTU%M FACE ABOIECATT:, w BELL HOLE EXCAVATED PPE SIM HY TO 15' Ir 1 OVER BEDDM BELOW TW PT'E BARREL ODJ4 WK • 4- ODJ♦ MAX, FLEXIBLE PIPE BEDDING DETAIL PVC & HDPE Pipe NOTE: 1/4 Bend to be installed at this point when 90' deflection to laterals req d. X45- WYE (6 "x6 ") O HEAVY DUTY COVER T© PLAN WITHSTAND VEHICULAR TRAFFIC CLEANOUT PLUG o= FINISH GRADE – & ADAPTER / FLUSH WITH PAVEMENT W UIr Q lL BLDG. DRtJN i 4' PVC 1/4 BEND 6" LATERAL L4-.6' INCREASER SECTION CLEANOUT DETAIL NO SCALE HEAVY DUTY COVER TO WITHSTAND VEHICULAR TRAFFIC FINISH GRADE TO BLDG. NO SCALE aLANOUT PT WIG t ADAM FLUSH WITH PAVEMENT RISER PIPE 1/3 We STREET 4S 169E CLEANOUT DETAIL I r 4" 11 STONE4* 4'x4' POSTS 13' 1 2' ` 4- CONIC. PAD • 1 /8'/FT. SLOPE ` 8 SEE LEG DETAIL 14' CURB TAPERS FROM DEPRESSED TO TYP. CURB 6" cow- PAD \ + ++ /3 BARS O.C. 00TH WAYS + ++ 1 S' NCE (SEE SPECS) (6' CEDAR OR REDWOOD EVATO TO MATCH GE OF PAVEMENT 8' 0 METAL SLEEVE 6'X6' N0. 8/8 W-W ` \ -i NOTE: STONE STRIP FOR ISLAND NSTALLITTONS OILY. LEG DETAIL WTHW PARING AREAS, PA)ii00T WILL EXTEND TO CONCRETE PAD AND POSTS INSTALLED N ASPHALT NTH CONCRETE CAP. *Alt: L- Gravel TYPICAL TRASH PAD NO SCALE IZweEaWA sr4B 8$' PAVEMENT y STRIPING • MOT R'.IEOARED MTN ASPII/1L7 PAvewiEmr COMSM 'WALK k CURB ISQYE I�iC i MAt R /MIP gJyE 1' PQi FOpT I 12' to AY SECTION HANDICAPPED RAMP DETAIL NO SCALE \ o °v 10' Alin. � Sanitary Sewer c Sewer I c • o 3 Class 22 Alech Joint < Wafer Alain a e Vf O Z c a M ` I N 3 PLAN 0 10' Mln. 10' Alin. 0 O E" 24• C v. 6" alter Alain —� `o f Z 3 0, C.I. or Class 2 D.I. Pipe Flexible Coupling or Adaptor ELEVATION ' ' c %o 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 maintaln 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 equldisfant and as for 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 H 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 backiliing. MIN. CROSSOVER & SEPARATION NO SCALE (WATER MAINS 8c SANITARY SEWERS) (IF RE-0,D) x! Qi Q I I I < 2, Water Sewer I U Class 22 Alech Joint C.I. or Class 2 D.I. Pipe Flexible Coupling or Adaptor ELEVATION ' ' c %o 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 maintaln 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 equldisfant and as for 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 H 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 backiliing. MIN. CROSSOVER & SEPARATION NO SCALE (WATER MAINS 8c SANITARY SEWERS) (IF RE-0,D) x! Qi Q I I I W G a W cA l (I= RED'D'1 i 7� <• Q� < < < q < INLET TYPE A (MODIFIED) HEAVY DUTY 3 c 1 4 Sum -- - -� TOTAL WEIGHT 3601 NEENAH R -3405 OR EQUIVALENT WIDTH VARIES —SEE EROSION CONTROL PLAN I NOTE: SEE THE SPECIFICATIONS SHEET FOR SEEDING SPECIFICATIONS ROSION CONTROL BLANKET IN SWALE DETAIL _)PAWING NOT TO SCALE �°4S T t1o►J-wov�1J III -T�• �k��IG —_', .•. ti / mil Ir --i LT �� ti G ���� L✓ EDGE OF PAVEMENT. a.", CUTTER OR - SMEAR STRUCTURE N THE PUBLIC R/v MIN. 6' TOPSOL TO ENSURE GRASS GROWTH 'B' BORROW OR EOUIV MIN 1.25 Bc +12' GRAN" MATERIAL COMPACTED ro 9s x SIANDARO PROCTOR ... DENSITY A OTt19HED STONE OR APPROVED EOUV. - CLASS I BEDDING MAIEPoAL NAND TAMPED OR WALKED .. INTO PLACE MTHN 5' OF EDGE OF PAVEYANT N4ff: ALL BEDDIRG It INITIAL BACKr1LL SHALL BE INSTALLED N 6- TO 12• BALANCED LIFTS A WIN" 9' CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE STORM SEWER PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL WITHIN 5' OF EDGE Or PAVEMANT MN 12• n -- iNSTA�_ SILT FENCE PER Si_L ' F NCE_8ARRIER _INSTALLAT!0H DETAIL SILTATION PRO T1'ECTION FOR YARD IiNLETS No Scale _ Q 11 a .; f J Ci S -R:,W 3rL =_ ,%/ � \ =V0 AND S -AK -D IN wc CVERL AP A7 STAKES PER CORNERS � THAW BALE INLET BARP,IER ALTERNATE TO SILT FENCE AT INLET LEGEND Bc OUTSIDE DIAMETER D - INSIDE DIAMETER d • DEPTH a BEDDING MATERIAL BELOW PIPE EDGE OF PAVEMENT. CURB. CUTTER OR - SD" STRUCTURE N THE PUBLIC R/w 1B CRUSHED STONE OR APPROVED EOLNv. CLASS I BEDDING MATERIAL HAND TAPPED OR WALKED INTO PLACE MIN, 6' TOPSOIL TO ENSURE GRASS GROWTH REG" BAOTILL MM. 1.25 Br GREATER NM 5' FROM EDGE GF PAWUMT hKa All BEDDING t BEIIAL BACITU 9HAL1 BE INSTALLID N 6' TO 12' BALANCED LF1S A MBMMAIY 9' CLEARANCE SHALL BE PRONOED ON EACH SIDE OF 71E INSTALL ED PIPE STORM SEWER PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL GREATER TIUN 5' FROM EDGE OF PAVEMANT MIN 17' LEGEND Bc • OUTSIDE DIAMETER D • INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE � so*. 'WP8,i-"% iP-N "W Will •�.•� • 1•L& . ee•. V. ,..Set •�•� i�.. Exhibit 3.01 -13. Plan of a temporary gravel construction entrance/exlt pad A,`�, ................N -,I. N Z h. M O Iry = O W J � N 041, P a%v Z Z O C) V) _ U W /NL1J o W O ca Z > g a 2 U Z < o_ H U < Z a < N 0 -- E" 24• 6" Z is < < W W G a W cA l (I= RED'D'1 i 7� <• Q� < < < q < INLET TYPE A (MODIFIED) HEAVY DUTY 3 c 1 4 Sum -- - -� TOTAL WEIGHT 3601 NEENAH R -3405 OR EQUIVALENT WIDTH VARIES —SEE EROSION CONTROL PLAN I NOTE: SEE THE SPECIFICATIONS SHEET FOR SEEDING SPECIFICATIONS ROSION CONTROL BLANKET IN SWALE DETAIL _)PAWING NOT TO SCALE �°4S T t1o►J-wov�1J III -T�• �k��IG —_', .•. ti / mil Ir --i LT �� ti G ���� L✓ EDGE OF PAVEMENT. a.", CUTTER OR - SMEAR STRUCTURE N THE PUBLIC R/v MIN. 6' TOPSOL TO ENSURE GRASS GROWTH 'B' BORROW OR EOUIV MIN 1.25 Bc +12' GRAN" MATERIAL COMPACTED ro 9s x SIANDARO PROCTOR ... DENSITY A OTt19HED STONE OR APPROVED EOUV. - CLASS I BEDDING MAIEPoAL NAND TAMPED OR WALKED .. INTO PLACE MTHN 5' OF EDGE OF PAVEYANT N4ff: ALL BEDDIRG It INITIAL BACKr1LL SHALL BE INSTALLED N 6- TO 12• BALANCED LIFTS A WIN" 9' CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE STORM SEWER PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL WITHIN 5' OF EDGE Or PAVEMANT MN 12• n -- iNSTA�_ SILT FENCE PER Si_L ' F NCE_8ARRIER _INSTALLAT!0H DETAIL SILTATION PRO T1'ECTION FOR YARD IiNLETS No Scale _ Q 11 a .; f J Ci S -R:,W 3rL =_ ,%/ � \ =V0 AND S -AK -D IN wc CVERL AP A7 STAKES PER CORNERS � THAW BALE INLET BARP,IER ALTERNATE TO SILT FENCE AT INLET LEGEND Bc OUTSIDE DIAMETER D - INSIDE DIAMETER d • DEPTH a BEDDING MATERIAL BELOW PIPE EDGE OF PAVEMENT. CURB. CUTTER OR - SD" STRUCTURE N THE PUBLIC R/w 1B CRUSHED STONE OR APPROVED EOLNv. CLASS I BEDDING MATERIAL HAND TAPPED OR WALKED INTO PLACE MIN, 6' TOPSOIL TO ENSURE GRASS GROWTH REG" BAOTILL MM. 1.25 Br GREATER NM 5' FROM EDGE GF PAWUMT hKa All BEDDING t BEIIAL BACITU 9HAL1 BE INSTALLID N 6' TO 12' BALANCED LF1S A MBMMAIY 9' CLEARANCE SHALL BE PRONOED ON EACH SIDE OF 71E INSTALL ED PIPE STORM SEWER PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL GREATER TIUN 5' FROM EDGE OF PAVEMANT MIN 17' LEGEND Bc • OUTSIDE DIAMETER D • INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE � so*. 'WP8,i-"% iP-N "W Will •�.•� • 1•L& . ee•. V. ,..Set •�•� i�.. Exhibit 3.01 -13. Plan of a temporary gravel construction entrance/exlt pad A,`�, ................N -,I. N Z h. M O Iry = O W J � N 041, P a%v Z Z O C) V) _ U W /NL1J o W O ca Z > g a 2 U Z o_ H U Z 0 U m 0 UL Z W z w Q Z W Lu W C) a- Q z Z W 0. °z Q W Z J J J Q Q o �/� W W W Q SHEET: s