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HomeMy WebLinkAbout102,103-00 East 96th St Auto Park Storm Sewer.3A 4�- lll� � Illy CONCRETE COLLAR 36" min. •� r A A TC ELEVATION ASPHALT SETTING E CONCRETE COLLAR 0.10' 6" min .:. CONC. COLLAR t_ �B A SECTION "A -A" NO SCALE ROUND INLET -- A -,1 nInf I F, 11 1 TC ELEVATION H - 0 G� F� DATA TABLE FRONT STRUCTURES CASTING DESCRIPTION A• B• C• D• E' BOX NLET MANHOLE R-2501 INLET ® 360 28.50 24 7 260 A -M, B•, E•, J' MANHOLE R-2535 INLET ® 320 1 240 1 200 6 1220 A -M, 8•, E•, J'__L 10 XE 45 35.25 32.88 • - 4" FLATTOP RLQUIR CASTING DETAIL 22.13 CASTING SETTING DETAIL /1 A 7 NO SCALE ROUND INLET -- A -,1 nInf I F, 11 1 TC ELEVATION H - 0 G� F� NO SCALE CHAIRBACK CURB STRUOTUMS BOX MLET MANHOLE A -M, B', E•, J' MANHOLE - 4" FLATTOP REQUIRED CASTING SETTING DETAIL NO SCALE DITCH GRATE w a EXISTING SOILS 2' .-_..-...__..- LIAT('N PYICTAIG /1-1� TYPICAL SWALE DETAIL PLAN VIEW Grooved end on outlet end Tongue end on inlet end D C 6=(D -C) a o o a 9A 3- n, ' = o I "laved (or tongue) to the the r e as on Standard Reinforced r^ 'rete Pipe ASTM Designation 5 H Class 'A" Concrete 6' L LONGITUDINAL SECTION J CONCRETE Qbo \I C I END SECTION PIPE Ct1LYERT i Y --------J Computed length of culvert -� Riprap to be placed Pay length of culvert -I - End Section on side slope when Length (D) called for on pions. SLOPE DETAIL Diameter f( ........ 1 ..................... 1 I I� II J� 1 1/2' R 1 1/2' R J SECTION Y - Y l_ 12'CtoC J C' Max. Spacing 'l o e ; N " •'�•• -Bolts (See Sheet ME -1 ) Gass Concrete - � -JL J2 E + 2 T _1 SECTION A - A 1. Et' "THESE DO SECTOS SMALL BE X SW ACE AAO DATA TABLE FRONT PIPE DATA eDE STRWTURES Sox INLET MANW A, A -M, B', E•, J• MANHCL CASTMO R -3286-8V DEBCRPTKim CHAIRBACK ® A• 34 S• 22 C• 20 D• E'. 14 21.63 34 d' - 22.88 --N• 15.63 R-3287-1OV CHAIRRACK ® 45 35.25 32.88 14+ 34.63 32.38 22.13 15.63 B•, J MANHOLE" /1 A 7 CASTING DETAIL CASTING SETTING DETAIL " FLATTOP REQUIF �• = 6" FLATTOP REQUlR NO SCALE CHAIRBACK CURB STRUOTUMS BOX MLET MANHOLE A -M, B', E•, J' MANHOLE - 4" FLATTOP REQUIRED CASTING SETTING DETAIL NO SCALE DITCH GRATE w a EXISTING SOILS 2' .-_..-...__..- LIAT('N PYICTAIG /1-1� TYPICAL SWALE DETAIL PLAN VIEW Grooved end on outlet end Tongue end on inlet end D C 6=(D -C) a o o a 9A 3- n, ' = o I "laved (or tongue) to the the r e as on Standard Reinforced r^ 'rete Pipe ASTM Designation 5 H Class 'A" Concrete 6' L LONGITUDINAL SECTION J CONCRETE Qbo \I C I END SECTION PIPE Ct1LYERT i Y --------J Computed length of culvert -� Riprap to be placed Pay length of culvert -I - End Section on side slope when Length (D) called for on pions. SLOPE DETAIL Diameter f( ........ 1 ..................... 1 I I� II J� 1 1/2' R 1 1/2' R J SECTION Y - Y l_ 12'CtoC J C' Max. Spacing 'l o e ; N " •'�•• -Bolts (See Sheet ME -1 ) Gass Concrete - � -JL J2 E + 2 T _1 SECTION A - A 1. Et' "THESE DO SECTOS SMALL BE X SW ACE AAO DATA TABLE STRUCTURE DATA PIPE DATA STRUCTURE TYPE DEPTH CASTING ST, AS SPOOFED FOR REWOPCED 07KKIE R' SIZE LENGTH TYPE number detail feet Neenah DF IN C 76 CLASS 1. 1 a W uA w nro SWOT -.1 inches (feet) 60" < STRAIGHT THRU M 42"-48" HAUNCHING Approx. (OC/12) 2 � ' NCE>�71T N tlE 'c' PORigI 9uLL BETIF SAK AS : -'*ED 701 DIA T min, ; A x (min.) C x D x E x K R1 R2 'Weight ST -6 ><7fGM COMFEIE. ASN OESINATIOI C 76, CLASS R F^ v R-4342 702 701 _ 1 210 RCP 703 ST -6 6.11 703 702 ' rew(w. mi 232 12A ?' S' 4'-3' 6'-2' 2'-0' 1.5 10 1/8' 46 1 IQ. orLlpR N ME V PM" SMALL NAYS A IXOSS-4Ca" 705 15' 2 1/4 r 4'-0' 6'-3' 2'-6' 1.5 12 1/2' 11' 1100 706 All[ I 7IAL TO MAT OF DTE LAYER O SIM N TIE 'C" SECTx'r 4.68 18' 2 1/2 1 11' 4'-1' 6'-2' 3'-0' 1.8 1 15 1/2' 1' 1300 3.14 4. RE F., OF PPE OJL% RT 94ALL SE RACED N 1E COACIEIE rM 707 706 21' 1 2 3/4' 11' 3'-6' 6'-3' T-6' 2.1 16 1/8' 1 1500 708 707 SECTION SD THAT 1E FLOW LRES ARE FLO9L TIE .RIR SWII 139 RCP r V-0' ST -5 4'-0' 2.3 16 3/16' 1800 80 CDFPLETELY RUED MM WMAR 24' 5.06 2'-8' 6'-3' 110 103 21 250 RCP S N }H OR A- PILL SLOPE CHAPIGE To ME SLOPE Or K EM` '7CTXN 3.81 2r L 1/4' -1'- 1' 2'-5' 6'-3' 4'-6' 2.6 18 9/16' '/2' 2100 3.68 N A 910o1L PLEASIIC TRAMS!" APPRONIAT¢Y TO -f 4' WYK 712 711 ](Y ) 1/2r- 1'-2' C-10' 6'-3' 5-0' 2.9 18 1/2' 2400 713 712 6. VAMAMIIS 9 D&OSI0FS - TIE MOMSS OF 1/E COMM A 26 }j' S 3/4' 1'-3' S-6' 5-3' 5'-6- 3.1 23 3/4' /2' 4100 15 POS!"I K STEEL AND THE INTERNAL DIAMETER Or 1:E PPE .SMALL COW— •TN DE VARIAIRM IN DRE1905 AS PRONGED N ME RCP SLP' - 4' 1'-5' 3'-1' 8'-3' 6'-0 3.4 24 5/1r 20' 4200 18 9'ECF1C4 �M FOR REWWM CONCRETE CLEYERT. STURM DRAK RCP 716 ST -6 4.16 R-3286 716 715 15 11 RCP AND $MO PP[, ASTM DESIOIATO C 76. ST -3A - . END SECTIO 717 711 15 15 - 719 ST -6 7. MEPs VOWED CLAY CLILYERT CR CAST NCM C,LYE117 PPE IS 114 , - PPE DO SECTUO * COMPARABLE M THAT AS SNOM R-3501 -N _ - _ A Tolerance f I" 13 RCP 721 ST -6 4.66 FOR M Y OR COICLETE 91ALL SE rumem ALIO 91ALL SE AS 721 705 15 69 RCP STUB - - APP+^•^ 1Y 1IE PRO.ECT DK7REDL STUB 706 21 1 Z9 RCP FOR <s DO %CT41 Mou"E N MAC_ ALIO ACCEPTED. °` ':415 MLL SE PARD FOR AT 1E CO VACT LMT PMM EACH0)3AR E -AST CONCRETE END SECTION S. COti -WE TOE AN01oR5 9191 BE REDI O o' ALL MWRETE PP[ _ 1E COST MWOF 94ALL BE NMUDED N 1IEccw., PNCE PER EACH FO+' PPE ETO %rMO &NO SCALE SOIL BACKFILL-) LQ N W Z Q � V #8 GRAVEL 10'MIN. 3'MIN. 4'MIN. 3'MIN. EDGE OF PAVEMENT, CURB, GUTTER OR 6'MIN. I SIMILAR STRUCTURE �- NON -WOVEN FILTER FABRIC \- REPLACE TOP 6" PIPE SIZE VARIES W/ TOPSOIL SLOTTED PLASTIC PIPE HEAVY DUTY VARIE MI MIN. 0.5% GRADE (AASTHO M252) OR EQUIVALENT SEE SITE AND/OR DEVELOPMENT PLAN FON INVERT ELEVATIONS AND GRADES /`�'�SWALE W/ PERFORATED UNDERDRAIN (SSD) STORM SEWER NETWORK DATA TABLE STRUCTURE DATA PIPE DATA STRUCTURE TYPE DEPTH CASTING STRUCTURE SIZE LENGTH TYPE number detail feet Neenah US DS inches (feet) 60" < STRAIGHT THRU M 42"-48" HAUNCHING 72" (OC/12) > THAN 45'-90' 701 ST -3A - CONC. END SE - - - - - 702 ST -6 6.62 R-4342 702 701 42 210 RCP 703 ST -6 6.11 R -3501-N 703 702 36 232 RCP 704 ST -6 5.95 R-3501 -N 704 703 33 46 RCP 705 ST -6 5.70 R-3286 705 704 33 152 RCP 706 ST -6 4.68 R-3501 -N 706 705 24 96 RCP 707 ST -5 3.14 R-3286 707 706 24 338 RCP 708 ST -5 2.79 R-3286 708 707 18 139 RCP 709 ST -5 4.13 -3286 709 7Q2 15 80 RCP ST-6 5.06 P-3501 -N 110 103 21 250 RCP ST -5 3.81 R-3501 -N 711 710 21 232 RCP C712 ST -5 3.68 R -3501-N 712 711 18 45 RCPST-3A - END SEC 713 712 18 26 RCP 714 ST -5 3.76 R-3286 714 710 15 11 RCP 715 ST -6 4.80 R-3501 -N 715 710 18 46 RCP 716 ST -6 4.16 R-3286 716 715 15 11 RCP 717 ST -3A - . END SECTIO 717 711 15 15 RCP 719 ST -6 4.13 R-3501 -N 719 704 18 13 RCP 721 ST -6 4.66 R-3501 -N 721 705 15 69 RCP STUB - - - STUB 706 21 1 Z9 RCP NOTES: 1. THE DEPTH OF THE STT 'TUBE IS CALCULATED FROM THE TC rMR RIM ELEVATION TO THE INVERT 0' 2. THE PIPE LENGTHS ARE r M THE CENTER OF THE STRUCTUR T 'HE CENTER OF THE STRUCTURE 3. SEE SPECIFICATIONS FOR TSS OF PIPES DESIGNATED OPT. (OF AL). 4. SEE STORM SEWER PLAN do 'ILES SHEETS TO CONFIRM PIP ENGTHS AND STRUCTURE INFORMATRY PRIOR TO FABRICATION. 4. ALL GRATED BOX END SECTIONS SHALL BE INDOT TYPE I AND L CONFORM TO SHEET 1 GRATED BGA END SECTIONS IN THE INDOT P"AGWAY STANDARDS. ST -719 ;M STRUCTUR, DATA ST -71 No sc' L J MANHOLE DIAMETERS PIPES ENTERING LEAVING AT 0'-45' BEND 45'-90' BEND J J_ ZL` 48" - Y BENCHWALLS AT LL 60" Q 60" M 33"-36" J 12" < E MIN H `L - Zv 60" < STRAIGHT THRU M 42"-48" HAUNCHING 72" (OC/12) > THAN 45'-90' - - LEGEND Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER MIN 6" TOPSOIL MIN. 1.25 Bc+12" Bc ' - I • - .. • K\ 1 4" BEDDING PVC &HDPE TRENCH DETAIL NOTES: (APPLY TO ST -32A, ST -32, AND ST -33) 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN MAXIMUM 6" BALANCED LIFTS. 2. CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE TO ALLOW FOR COMPACTION OF MATERIAL BETWEEN THE PIPE AND TRENCH WALL. AS A MINIMUM, A 9" CLEARANCE SHALL BE PROVIDED. 3. BEDDING, HAUNCHING, AND INITIAL BACKFILL MATERIAL SHALL BE "B" BORROW OR EQUIV. AS APPROVED BY ENGINEER. GRANULAR MATERIAL FOR RCP PIPES. 4. BEDDING MATERIAL SHALL BE #8 CRUSHED STONE OR EQUIVALENT CLASS I BEDDING MATERIAL APPROVED BY ENGINEER, HAND TAMPED OR WALKED INTO PLACE FOR PVC AND HDPE PIPES. 5. FINAL BACKFILL MATERIAL SHALL BE "B" BORROW OR EQUIV. GRANULAR MATERIAL APPROVED BY ENGINEER WHFRF "I " IS FnUAI TO OR I FSS THAN 5 FFFT ANS WHERE PIPE IS UNDER PAVEMENT. 6. FINAL BACKFILL MATERIAL MAY BE SUITABLE ON-SITE SOILS WHERE 'L' IS GREATER THAN 5 FEET. FRAME & COVER PER STRUCTURE DATA TABLE T.C. ELEVATION ASPHALTIC MASTIC OR BUTYL RUBBER . SEAL AT JOINTS Q 24"DIA. 16"0.C. MAXIMUM 5" MIN. MANHOLE DIAMETER I SEE TABLE 0 -RING GASKET ASPHALTIC MASTIC OR BUTYL RUBBER SEAL AT JOINTS PRECAST CONCRETE ADJUSTING RINGS IF NEEDED (4 MAX) ECCENTRIC CONE SECTION OR REDUCER CAP AS REQUIRED NOTE: MANHOLE CONFORMS TO ASTM. C-478 PRECAST CONCRETE SECTIONS I EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE PIPE SIZE MANHOLE DIAMETERS PIPES ENTERING LEAVING AT 0'-45' BEND 45'-90' BEND 8"- 21 " 48" 48" BENCHWALLS AT 48" 60" 27"-30" 60" PIPE 33"-36" 60" MIN. 1/2" PER FT. SLOPE PIPE SIZE PIPE TURNS MANHOLE DIA. 24"-33' SIZE 60" 33"-36" STRAIGHT THRU 60" 42"-48" p 72" 42" > THAN 45'-90' 84" REINFORCING MIN. STEEL UP TO 45' 84" 48" > THAN 45'-90' 96' 54"-66" UP TO 60' AREA 0.12 SO. IN./FT. OF WIDTH IN BOTH DIRECTIONS. ° REBAR OR WIRE MESH a° ° '. EQUIVLENT. ., 6„ 3"T MIN. 6" OF #2 OR #8 STONE T - NOTE: MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STEEL REINFORCING OR AN APPROVED NON CORROSIVE FIDERGLASS MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS OF ASTM D-4101 REINFORCED WITH DEFORMED 3/8 INCH MINIMUM DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A-615, GRADE 60. NON -COATED CAST IRON STEPS ARE NOT ACCEPTABLE. EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE PIPE SIZE MANHOLE DIAMETERS PIPES ENTERING LEAVING AT 0'-45' BEND 45'-90' BEND 8"- 21 " 48" 48" 24" 48" 60" 27"-30" 60" 60" 33"-36" 60" 72" PIPE SIZE PIPE TURNS MANHOLE DIA. 24"-33' > THAN 45'-90' 60" 33"-36" STRAIGHT THRU 60" 42"-48" UP TO 45' 72" 42" > THAN 45'-90' 84" 48" UP TO 45' 84" 48" > THAN 45'-90' 96' 54"-66" UP TO 60' 96" j STANDARD STORM SEWER MANHOLE NO SCALE HAUNCHING (Bc/6) ST -32 NO SCALE L -PRECAST ADJUSTING SECTIONS AVAILABLE BOX INLET SCHEDULE TC ELEVATION INLET TYPE A B MAX PIPE 0 TYPE A 22" 22" 15" 15" TYPE AM : 24" 24" 18" 18" TYPE B 30" 46" 21 21" TYPE E + 30" 30" 21" 21" TYPE J 24" 36" 18" 27" TYPE S 15" 1 61" 1 0" 1 36" -PRECAST ADJUSTING SECTIONS AVAILABLE TC ELEVATION SEE STORM STRICTURE DATA TABLE FOR CASTING io 0 y S�� BOX INLET DETAIL MIN. Bc+ 18" N. MIN 6" TOPSOIL LEGEND Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE DEPTH OF BEDDING MATERIAL BELOW PIPE D d MIN. ©C L 30" TO 60" 4" 66" & LARGER 6" RCP TRENCH DETAIL