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HomeMy WebLinkAboutC600 Site DetailsSKIRT R -1 A A - 1 -1 /2 "R a R -2 W ° 1/32" TAPER /INCH PER SIDE HORIZONTAL FLARE M- D J C B R -1 + 1 -1/2 "R Q ° WALL WALL c/T 3" HORIZONTAL FLARE GROVE- OUTLET 6y�1� SECTION BB ND) TONGUE - INLET END) DIA. WALL G/T WT.SEC. A B C D E DIA. +1 R -1 R -2 SKIRT 12 2 1 1/2 530 4 24 48 7/8 72 7 8 24 13 10 1/16 9 3 1/2 15 2 1/4 2 740 6 27 46 73 30 16 12 1/2 11 3 1/2 18 2 1/2 2 1/2 990 9 27 46 73 36 19 15 1/2 12 4 21 12 3/41 2 1/4 1280 9 35 1 38 73 42 1 22 16 1/8 13 4 24 3 2 1/2 1620 9 1/2 43 1/2 30 73 1/2 48 25 1 16 11/16 14 4 1/2 27 3 1/4 2 1/2 1930 10 1/2 48 25 1/2 73 1/2 54 28 17 3/4 14 1/2 4 1/2 30 3 1/2 3 2190 12 54 19 3/4 73 3/4 60 31 18 5/16 15 5 33 3 3/4 3 3/8 3150 13 1/2 58 1/2 39 1/4 97 3/4 66 34 23 3/4 17 1/2 5 1/2 36 4 3 1/2 4100 15 63 34 3/4 97 3/4 72 37 22 1/16 20 5 1/2 42 4 1/2 3 3/4 5380 21 63 35 98 78 43 27 1/4 22 5 1/2 48 5 4 1/4 6550 24 72 26 98 1 84 49 1 28 1/8 22 1 5 3/4 54 5 1/2 4 3/4 8040 27 ' 65 35 100 90 55 32 7/8 24 6 1/4 60 6 5 8750 30 60 39 99 96 61 36 3/4 24 6 3/4 66 6 1/2 5 1/2 10630 24 78 21 99 102 67 35 11/16 24 7 1/4 72 7 6 12520 34 78 21 99 108 73 38 5/8 24 7 3/4 78 7 1/2 6 1/2 14430 24 78 21 99 114 79 41 15/16 24 8 1/2 84 8 7 16350 24 78 21 99 120 85 44 13/161 24 9 NOTE: REINFORCING SHALL COMPLY WITH ASTMC -76, WIRE MESH @ 0.07 SQ.IN. /L.F., AND CLASS II WALL "B ". CONCRETE END SECTION NTS SEWER CLEANOUT PER LATERAL '6" 1.11N.) DETAIL --1/8 BEND 1/8 BEND TRUNK LINE SERVICE WYE NOTE: IF PROPER COMPACTION OF GRAN. BACKFILL CAN NOT BE ACHIEVED, PLACE 6" MIN. CLASS B CONCRETE AROUND 1/8 BEND. 3' FROM BLDG (TYP) RIGHT -OF -WAY LINE PLAN VIEW 1 " C.I. LOCATOR ROD OR 1/4" PER Ff. MIN. SLOPE MAGNETIC TAPE PER SEC. 7.02 -C. BELL HOLES SHALL BE 0 PROVIDED UNDER PIPE. ELEVATION SANITARY LATERAL CONNECTION 29 NEENAH R- 30306 -8 W/ FINISH GRADE INLET FRAME & GRATE /- PVMT. 6 i -I =- ADJUSTMENT RING 11= III =III =1 z ' 111 =111 =11 I: II. "B" BORROW OR EQUIV. ECCENTRIC CONE =11i1- III =• h =III 1 1 El , Ii l EDGE OF _ 0 OR CONCCENTRIC =1=' II i GRANULAR MATER'L. II-CONE ' I :` 'Bc I n `� N POLYPROPYLENE c III= COMPACTED TO 95% PI AST[(' STFPS - - -- - � + - -- .f ' II 77-F Z 48" PRECAST --_ 2 0 I w g CONIC. MANHOLE 48„ __ 0 x n F- N I STORM PIPE -� Q o > W W W1 6'X 6'X 8" C0NC. - + cn I Cf) FOOTING W/ 6X6 W BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW 10/10 W.W.F. ,W/ a 0 li- #4 REBAR 12' ` ' :'.: III =1 > BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. O.C. BOTH WAYS, RCP PIPE OR PRECAST -= 6" a 11i =1 I 1 =1 I 1 =111 =i 11 =1 1= MAX. D, 30" IIIIIIITI_T1 111111i11111 00 _ U.I 11'T �'- III- = INLET TYPE "B" APPROVED EQUIV. CLASS it 111 =II I 30 NTS - MIN. OF 6" TOP SOIL GREATER TO ENSURE GRASS THAN 5' GROWTH -1 I_I =1 E =I 11 =11 I i i- I =1 11 =1 11 =1 , _.... .... 117 EDGE OF PVMT., CURB, GUTTER -111- OR SIMILAR STRUCTURE IN -III -I . • III- THE PUBLIC R/W IIIIIIII 1- 12" MIN. REGULAR BACKFILL - 777. 1 r - III= 8" CRUSHED STONE OR - II -III III= 4" APPROVED EQUIV. CLASS =III= 11= 1 BEDDING MATERIAL II III'[ III „III =IIill [III lIII;; HAND TAMPED OR WALKED gc INTO PLACE GREATER THAN 5' FROM EDGE OF PVMT. NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W/ "B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1' -0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PLASTIC PIPE (PVC & HDPE) BEDDING & BACKFILL-DETAIL 24 �C600 r., -NAH R -3472 PVMT. -� PVMT.-\ = 1I1= lI1=1II -1 I 1 -1 11- ILL W/ CONC. & NARP TO MEET INVERTS INLET TYPE "A" NITS MIN. OF 6" TOP SOIL TO SREATER �� ENSURE GRASS GROWTH THAN 5' I I I -1 11=1 I // %.� i/ I =1I i' DEPTH OF BEDDING =1 III -III -I JIT MATER. BELOW PIPE = III -lll .. ".:MIN.,' 1'.25•• -. ` -I III -II EDGE OF PVMT., III[ _ - 1- -I I I CURB GUTTER R • II - III OR SIMILAR I' STRUCTURE IN 91111I =- D d (MIN) 27" & SMALLER 3 30 T 0 60 4 66" & LARGER 6 THE PUBLIC R/W ='! I MIN. OF 6" TOP SOIL 5' OR LESS REGULAR BACKFILL © 5' -0" O.C. MAX. & EXP. JTS. (,-!P 20' -0" O.C. MAX. GROWTH i -I =- COMPOUND II. "B" BORROW OR EQUIV. 1/6 Bc _ - Ii l EDGE OF I II i GRANULAR MATER'L. d I_I =III :` 'Bc SCHEDULE III= COMPACTED TO 95% 111 =III -iii- .f ' II 77-F II -II 11irlI1= STD. PROCTOR DENSITY DETAIL BC 19 FOR CONTIN. GREATER THAN 5' FROM EDGE OF PVMT. NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6" LIFTS. GRANULAR MATER'L. - 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W/ "B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO V -0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. ' RCP PIPE BEDDING & BACKFILL DETAIL 26 NTS TOOLED CONTROL JTS. 6" CONIC. SLAB W/1 LAYER OF 1 /8" WIDE, MIN. 6x6- W4.0xW4.0 W.W.F. W /BROOM FINISH. 2" DEPTH APPLIED ANTI SPALLING COMPOUND AGGREGATE BASE COURSE #8 STONE - III - III - III - III - III -I I -I I- III -III -I COMPACTED SUBGRADE I- -1 6" CONCRETE SLAB DETAIL 18 � I S C600 TOOLED CONTROL JTS. 4" CONC. SLAB W /6X6 10/10 MIN. OF 6" TOP SOIL 5' OR LESS TO ENSURE GRASS © 5' -0" O.C. MAX. & EXP. JTS. (,-!P 20' -0" O.C. MAX. GROWTH i -I =- COMPOUND SEED TO 1,1 II 1 1-111- I I / / Ii l EDGE OF 1/4" DEEP CURB, GUTTER -III- III WHERE MULCH IS APPLIED. I- .: OR SIMILAR VIII 'Bc SCHEDULE ABOVE ARE MAXIMUM. SEE STRUCTURE IN 11 =III PLANS FOR ANY VARIATIONS I111111111111111111111111IEEII11111111i111111111111 I I =1 11T, 11=1 11= l I I =ITI =ITI = i -i 1 -1 EITHER INDICATED OR IMPLIED. THE PUBLIC R/W DETAIL 00010 19 FOR CONTIN. "B" BORROW OR EQUIV. 1 tiIs" _ =� Il [III 1/2" PREFORMED 12" MIN. GRANULAR MATER'L. - I ITI I f° -_ a� COMPACTED TO 95% II -_ f . STD. PROCTOR DENSITY _ -III= ' (SEE DETAIL) III= 6" a 8" CRUSHED STONE OR _ U.I 2 l III- = 4„ APPROVED EQUIV. CLASS it 111 =II I III -III - 11111111= I Z 1 BEDDING MATERIAL BC -Ili. 6 HAND TAMPED OR WALKED BELOW FIN. GRADE 5' -0" SUBSOIL INTO PLACE a WITHIN 5' OF EDGE OF PVMT. NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. P111 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W/ "B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1' -0" ABOVE PIPE. IME 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. INS! PLASTIC PIPE (PVC & HDPE) BEDDING & BACKFILL DETAIL r27 r - _ _ - - - -- - --�C 600 TOOLED CONTROL JTS. 6" CONIC. SLAB W/1 LAYER OF 1 /8" WIDE, MIN. 6x6- W4.0xW4.0 W.W.F. W /BROOM FINISH. 2" DEPTH APPLIED ANTI SPALLING COMPOUND AGGREGATE BASE COURSE #8 STONE - III - III - III - III - III -I I -I I- III -III -I COMPACTED SUBGRADE I- -1 6" CONCRETE SLAB DETAIL 18 � I S C600 TOOLED CONTROL JTS. 4" CONC. SLAB W /6X6 10/10 1/8" WIDE, MIN. 1" W.W.F. W /BROOM FINISH. CONTROL DEPTH JTS. © 5' -0" O.C. MAX. & EXP. JTS. (,-!P 20' -0" O.C. MAX. APPLIED ANTI SPALLING I COMPOUND SEED TO GRANULAR ANNUAL RYEGRASS BACKFILL SEED TO 1/4" DEEP NOTE: CONTROL JTS. & WHERE MULCH IS APPLIED. EXPANSION JTS. SPACING FINISH MAY VARY. THE DIMENSIONS SCHEDULE ABOVE ARE MAXIMUM. SEE 11= III = III = III.IL= III= III =111111 =III= PLANS FOR ANY VARIATIONS I111111111111111111111111IEEII11111111i111111111111 I I =1 11T, 11=1 11= l I I =ITI =ITI = i -i 1 -1 EITHER INDICATED OR IMPLIED. CONCRETE WALK DETAIL 00010 19 NTS 6" CONC. CURB , 2 -O W/ RUBBED r -- - --- `- WELL COMPACTED SUBSOIL TAPERED CURB END DETAIL /"-2-o NTS 1% TO 2% CROSS SLOPE TO DRAIN M/E GRADE @ -� I" SURFACE (# 1 1 INDOT) HIGH SIDE 3" BINDER ( #9 INDOT) -,-- FILL AS NEEDED TO BRING GRADE TO WITHIN 1/2" OF =II - TOP OF ASPHALT i1= 1�1 =1�1= 1�1 =1ialI Ii - - "' -I I I -1 I I -1 11 -1 I- ' • • .. . �• III =1 - III -I I -III I -I I IJ 5" STONE BASE ( #53 INDICT) ASPHALT PATH SECTION , 1 ITS FIN. PVMT. ELEV. TOP OF SUBGRADE FOR PVMT. AGGREGATE FILTER FABRIC TYPAR 4.0 _ / - OZ /SY OR AN APPROVED - EQUAL, LAP 6" & STAPLE - -I 11 =III- II- III -III =1 ° = III -III- n �