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Home My WebLink About16 Site Utility Details - SU1.5STORM SEER STRUCTURE SCHEDULE STR. NUMBER RIM ELEVATION PIPE LENGTH SLOPE INVERT ELEVATIONS DETAIL NUMBER CASTING NUMBER STR. TYPE REMARKS 100 R -1 R -2 SKIRT 12/SU1.5 1 1 2 CONCRETE END SECTION RIPRAP REQ'D SEE DETAIL 24 48 Y8 72 24 101 837.25 30' 101 -100 0.50% SE 24" RCP 833.50 N 24* RCP 832.15 11/SU1.5 R-2535 MANHOLE 6 102 844.50 10270101 0.29% NW 24" RCP 834.00 SW 18" RCP 841.00 SE 12" RCP 841.50 11/SU1.5 R -3287 SB10 MANHOLE 18 103 848.50 180' 103 -102 1.47% SW 18" RCP 845.25 NW 15 RCP 843.75 NE 18" RCP 843.65 11 /SU1.5 R -3287 SB10 MANHOLE 19 104 849.75 75' 104 -103 1.67% W 12" RCP 846.60 NE 12" RCP 846.50 11/SU1.5 R -3287 SB10 INLET 35 38 849.90 112' 105 -104 0.36% E 12" RCP 847.00 11/SU1.5 R -3287 SB10 INLET 3 106 847.10 40' 106 -103 0.87% E 12" RCP 844.10 11/SU1.5 /SU1.5 R -3287 SB1 O INLET 16 "/1 107 850.00 i 107 102 3'79% NW 12" RCP 847.00 11/SU1.5 R -2535 MANHOLE t 25 73'/2 54 28 17 3 /4 14 4 30 3'/2 3 200 841.00 200 5 EX 2 2,18% E 30 RCP 833.50 11/SU1.5 R -2535 MANHOLE 15 201 841.50 40' 201 -200 150% E 30" RCP 834.10 SW 30 RCP 834.20 11/SU1.5 R -3287 SB10 MANHOLE 973/4 202 848.00 20255' 01 1.25% NE 30" RCP 837.38 SW 30" RCP 837.48 11/SU1.5 R -2535 MANHOLE 4100 203 851.10 137' 203-202 1,26% NE 30» R 839.20 SE 30 RCP 839.30 S 12" RCP 847.00 SW 30" RCP 839.30 11/SU1.5 R -2535 MANHOLE 5 /2 204 850.50 204-80203 0.63% N 12* RCP 847.50 11/SU1.5 R -3287 SB10 MANHOLE 78 205 851.00 65' 205 -203 2,46% S 30" RCP 841.00 NW 30" RCP 840.90 SE 15" RCP 844.50 11/SU1.5 R -2535 MANHOLE 24 206 850.50 45' 206 -205 1.11% NW 15" RCP 845.00 11/SU1.5 R -2535 5 3 /4 54 207 846.00 103' 207 -200 219% NW 30" RCP 835.66 SW 30 RCP 8 11/SU1.5 R -1772 MANHOLE 55 208 115' 208 -207 60 6 R -2535 30 60 39 99 96 61 36 24 6 3 /4 66 6 SIZE SCHEDULE DIA. WALL G or T Ty /T. WT. SEC A B C D E DIA. +1 R -1 R -2 SKIRT 2 1 1 2 530 4 24 48 Y8 72 24 13 10'/16 9 3 2 15 2'/ 2 740 6 27 46 73 30 16 12 /2 11 3'/ 18 2'/2 2'/2 990 9 27 46 73 36 19 15 '/2 12 4 21 2 3 /4 2'/ 1280 9 35 38 73 42 22 16'/ 13 4 24 3 2'/ 1520 9 431/2 30 73'/ 48 25 16 "/1 14 4'/ 27 3'/ 2 N8 1930 10'/ 48 25 73'/2 54 28 17 3 /4 14 4 30 3'/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 39 973/4 66 34 23 3 /4 17 '/2 5 1 /2 36 4 3 /2 4100 15 63 34 973/4 72 37 24'/ 20 5 /2 42 4 3 3 4 5380 21 63 35 98 78 43 27'/ 22 5'/ 48 5 4'/ 6550 24 72 26 98 84 49 28 22 5 3 /4 54 5 /2 4 3 4 8040 27 65 35 100 90 55 32 24 6'/ 60 6 5 8750 30 60 39 99 96 61 36 24 6 3 /4 66 6 5 /2 10630 24 78 21 99 102 67 35 24 7 4 72 7 6 12520 34 78 21 99 108 73 38 24 7 3 /4 78 7'/ 6'/ 14430 24 78 21 99 114 79 41 15/ 24 8 /2 84 8 7 16350 24 78 21 99 120 85 44 24 9 MANHOLE PIPE P1pE TURNS DIA. "F" DIA. "G" 96" 48" GREATER THAN 45' TO 90' 96" 6" PVC OPENING r PVC 11111 84" 48" 6" 4 BAR 12" OC. /E.W. 72" II UP TO 45 60" 33 -36" STRAIGHT THRU 60" 24 -33" GREATER THAN 45' TO 90' MANHOLE PIPE P1pE TURNS DIA. "F" DIA. "G" 96" 48" GREATER THAN 45' TO 90' 96" 54 -66" UP TO 60' 84" 42" GREATER THAN 45' TO 90' 84" 48" TURNS UP TO 45' 72" 42 -48" UP TO 45 60" 33 -36" STRAIGHT THRU 60" 24 -33" GREATER THAN 45' TO 90' MANHOLE CASTING SCHEDULE MANUFACTURER SELF SEALING WATERTIGHT NEENAH R -1642A R- 1916 -F1 EAST JORDAN 1045A 1045WT NEENAH R -3405 CATCH BASIN FRAME GRATE EMERGENCY SPILLWAY 836.40 4 '0 ORIFICE INV. EL 835.25 4 "0 ORIFICE INV. EL 831.00 PRECAST REINFORCED CONCRETE TYPE A MODIFIED INLET BOX NEENAH R -3405 CATCH BASIN FRAME EMERGENCY SPILLWAY GRATE 836.40 NTS 2'x2' SQ. SIDE VIEW 2'x2' SQ. FRONT VIEW co OUTFALL STRUCTURE DETAIL RIM EL 836.40 o a ,000 o O O 0Oo 0 0 0 °0 L MINIMUM 6" OF CRUSHED STONE EACH SIDE OF INLET BOX RIM EL 836.40 GROUT AS REQUIRED GROUT AS REQUIRED 4 "0 ORIFICE INV. EL 835.25 12" RCP INV. EL. 831.00 12" RCP INV. EL 831.00 4 "0 ORIFICE INV. EL 831.00 SEE SCHEDULE FOR CASTING TYPE PRECAST CONCRETE ADJUSTER RINGS 4" MIN. -12" MAX. (IF NEEDED) MANHOLE STEPS AT 16" O.C. 1/2" PER FOOT SLOPE 6" TOP OF CASTING ONE COMPLETE UNIT OF PRECAST CONC. MANHOLE BASE AND RISER. SEPARATE BASE IS OPTIONAL DIA. "F" STORM MANHOLE DETAIL NTS C SEE SCHEDULE FOR CASTING TYPE NTS 3 -O 6 t 24" A s".c N 6" 0. B 0, w 2 03 CONCRETE BOX INLET TYPE "A MODIFIED 'err. A. r r II V r r r r� fi r/ AIWA r ►rrurrrr.8o,►.i. .471WASINCIJOW irr1.510/ ►rrr G or T GROOVE- OUTLET END) (TONGUE-INLET END) NTS SECTION AA STANDARD PRECAST MANHOLE CAP OR CONE. CONCRETE REDUCER CAP 6" TOP OF CASTING \--CLASS "A" PRECAST REINFORCED CONCRETE BOX A A w NOTES: PRECAST FLARED END SECTION MANHOLE CONFORMS TO ASTM C -478 NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE. JOINTS SHALL CONFORM TO ASTM C -443. SEE SCHEDULE FOR SIZE AND INV. EL. 18" MAX. STRAIGHT CONNECT 15 MAX SKEW /CORNER DIAMETER 1 /32 TAPER PER INCH PER SIDE HORIZONTAL FLARE VERTICAL FLARE SECTION BB 0 0 A CONCRETE SADDLE BETWEEN SANITARY SEWER AND UTILITY PIPES 2 -O J NTS BUTYL MASTIC SEALANT 5" TYP. 24" MIN. a #5 BAR ®8" O.C. /E.W. (TYP.) 1 1/2" RAD. _111.-111 111 111 111 1! 1 111F7 I 1 111 11 111 1 111 -111 -1 -1 i I =III F =111E111:-- WHERE ffWER WATER IS LESS THAb8 �OR 10' -0" MIN. MIN. CROSSOVER SEPARATION REQUIREMENTS FOR WATER MAINS SANITARY SEWERS STANDARD MANHOLE FRAME TO BE NEENAH R- 1772 -A OR APPROVED EQUAL SET IN BITUMASTIC SEALANT. LID TO BE TYPE "B" WITH CONCEALED PICKHOLE. MANHOLE FRAMES TO BE CENTERED OVER PRECAST OPENINGS IN TOP OF GREASE TRAP. CONCRETE STRENGTH- 4500 PSI 28 DAYS REINFORCEMENT- ASTM A -615 ASTM A -615M (LATEST REVISION) GRADE 60 DESIGN LOAD- AASHTO HS25 AASHTO HS25M (LATEST REVISION) APPROX. WEIGHT- BASE 11,200 lb LID 4,100 lb. THORN- ORIMCK MODEL 1100 -GT OR APPROVED EQUAL. GREASE INTERCEPTOR DETAIL NTS Q L 24" MIN. Ga a h 24" MIN. 4 Co 10' -0" MIN. SECTION NEW WATER SANITAR CONC. COLLAR CONCRETE ENCASEMENT NOTT: CONCRETE SADDLE IS NTS TO BE USED WHENEVER A SANITARY SEWER AND UTILITY LINE INTERSECTION HAS LESS THAN 18 INCHES OF SEPARATION wit 2' MIN 10' MAX. FLEXIBLE COUPLING OR ADAPTOR CLASS 150 MACH. JOINT DUCTILE IRON PIPE OR EQUAL �°4 T 0 TC= xxx.xx RISER TO GRADE RESILIENT CONNECTOR OUTLET 3INV= xxx.xx (TYR) COMPACTED SUBGRADE NOTE: END SECTION IS IN ACCORDANCE WITH APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. REGULAR BACKFILL (COMPACTED TO 90 AND 6" TOPSOIL. #8 CRUSHED STONE OR #8 FRACTURED FACE AGGREGATE HAND TAMPED OR WALKED IN TO 1/2" O.D. o o 0 0 0 0 00 0'008 00° Dobo co 0 00° 00 00 0 °0 00 0000 cot o O 000000 08o °c4�oo° 0 o 0 o� 4c3s Cg8°8 O O0° 0° 00 Oo0 0 °O o °00 o 0 °O `b000 °0 0 0 0° °o o 0 0 0 o p �O 0 0 -IEI -III II- MIN. 1.25 (O.D)+12" a' 0 °0 0 0° 0 0 OUTSIDE DIA. (0.0)000 0 0,, 0 0 0 0 0 °a o °Oo0°o° °oO 0 0 00 00 O o 0 00 o °o O 00 0 v 0v 0 0 o o o° 0 0 0 0 0 0 0:00 0 o otio oo 0 0 0 0 0 00 0 0 0 0 0 0000 0 000000 O 0,-000000%0 0 0 °00 o 0 00 0 Q0 0 C O rc O o0 `I II 1 �I I I� I I III +III -1 i48 CRUSHED STONE OR #8 FRACTURED FACE AGGREGATE, BELL HOLE EXCAVATED NOTES: 1. ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MIN. 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. SANITARY PVC PIPE TRENCH DETAIL (YARD AREAS) BACKFILL I ITN CLEAN GRANULAR MATERIAL (INDOT SPEC.) MECHANICAL COMPACTION TO 95% (PROCTOR DENSITY) #8 CRUSHED STONE OR #8 FRACTURED FACE AGGREGATE HAND TAMPED OR WALKED IN TO 1/2" O.D. 3' FROM BUILDING (TYP.) NTS bo 0 O 0 0 0 o O 0 000°° 0 08 8 °0 0 0 00 00 op O °0 0 b°00 oo° OoO 0 0 00 0 O o 0° 00 0 PIPE CLEANOUT SHALL BE INSTALLED N7THIN THREE (3) FEET OF OUTSIDE BUILDING WALL. PLUG SPECIFIED BY THE PIPE MANUFACTURER SHALL BE USED TO ENSURE 100% WATERTIGHTNESS. FINISH GRADE 1/2" 1' -0" MIN. 1.25 (O.D.) +12" OUTSIDE DIA. 1/8 BEND STORM OR SANITARY SEWER (SIZE AS SHOWN ON PLANS) EXTERIOR CLEANOUT SEE APPROPRIATE PAVEMENT SECTION TO DETERMINE THE REQUIRED ELEVATION OF BACKFILL FOR SUBGRADE 6 000 0 o Jo- 4 0 000 0 0 0 deo° 0 0 °0 0 0 °O 0 0 000 °00 0 0 °0 °0 cPO o 0 O °o 0 0000 o cP O lll 0 1 °�i� ai °,0„00.0 l °QO I1 i{1 III itli- 111 -1 NOTES: 1. ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MIN. 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. SANITARY PVC PIPE TRENCH DETAIL (UNDER AND WITHIN 5' OF PAVEMENT) TRUNK LINE MEI PLAN VIEW 1111 III >_IIrftkovi \400I1111 MIN. FALL 71/4" PER FOO /4/ 414* 30' BELL HOLES SHALL BE PROVIDED UNDER PIPE ELEVATION SANITARY SERVICE CONNECTION NTS MIN. HEAVY DUTY CLEANOUT CASTING- JAY R. SMITH 4250 SERIES OR EQUAL SLOPE lac i2 1 MIN. 8 CRUSHED STONE OR B FRACTURED FACE AGGREGATE, BELL HOLE EXCAVATED LATERAL MIN. SIZE 6" 1/8 BEND II 4 COMPACTION OF GRANULAR BACKFLL IS CRITICAL UNDER WYE AND BEND. SERVICE WYE CONCRETE COLLAR (CONCRETE SHALL NOT BE IN CONTACT w/ PIPE) SAME SIZE AS MAIN LINE 0 0 co CASTING SHALL BE EITHER SELF SEALING OR WATERTIGHT, (SEE PLAN PROFILE SHEETS FOR CASTING TYPE). LIDS SHALL BE STAMPED "SANITARY SEWER" AND HAVE CLOSED PICKHOLES. FRAME SHALL BE SET ON DOUBLE ROW OF KENT SEAL, (SEE MANHOLE CASTING SCHEDULE). ASTM C923 GASKETED CONNECTOR (TYPICAL) SEE SCHEDULE FOR PIPE SIZES AND INVERT ELEV. PRECAST CONCRETE ADJUSTER RINGS 4" MIN. 12" MAX. N INFISHIELD "UNIBAND" BUTYL RUBBER 48" #4 12" O.C. BOTH WAYS COMPACTED AGGREGATE #8 SANITARY MANHOLE 30 1/8" DIA: 1 4" NTS STANDARD MANHOLE BENCHES NTS PLAN VIEW 1/4" 5/8 1 /4" 1 /4" 30 1/8" DIA. SECTION "A "A" PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING ELEVATION PLACE 1/2" EXTRUDABLE PREFORMED GASKET MATERIAL IN KEYWAY (SEE DETAIL) RISER RING THICKNESS 4 -12" OUTSIDE DIA. 34 -36" NORMAL I/2" BUTYL RUBBER BASE EXTRUDABLE PREFORMED GASKET MATERIAL (TYP.) SEE SPECS GASKET DETAIL 3" MIN. 24" I.D. -sl ADJUSTING RING DETAIL NTS SEE SCHEDULE FOR CASTING TYPE TOP OF CASTING DOUBLE ROW OF KENT SEAL ECCENTRIC CONE SECTION SET BARREL JOINTS WITH RUBBER TYPE GASKET EQUAL TO ASTM C -443 AND ON DOUBLE ROW OF KENT SEAL .l PRECAST REINFORCED CONCRETE SECTIONS MANHOLE STEPS TO BE POLYPROPYLENE COATED STFEL REINFORCING BARS 3/8" MIN. DIA. (SEE SPECS.) MIN. 1/2" PER FOOT SLOPE BENCHWALL SHALL BE CLASS "B" CONC. MANHOLE TO PIPE CONNECTION BOOTS, INCLUDING LATERALS, SHALL BE A -LOCK, DURA SEAL OR APPROVED EQUAL PLACE 1/2" EXTRUDABLE PREFORMED GASKET MATERIAL IN KEYWAY (SEE DETAIL) PLAN VIEW 60' PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING 2 SU1.5 27 3/4" 34 0. SECTION "A "A" NORMAL 1/2" BUTYL RUBBER BASE EXTRUDABLE PREFORMED GASKET MATERIAL (TYP.) SEE SPECS GASKET DETAIL Ter Horst, Lamson Fisk, Inc. 8675 Purdue Road Indianapolis, IN 46268 Phone: 317 334 -1500 Fax: 317 -334 -1552 All v TLF PROJECT NO. 2001 379 -02 CONSULTING ENGINEERS TLF Z a) I-- v 0 co co 0 W O Z z 0 EE U- m a- 0 Laf 6- n cn w 0 o CO -J O oa 1 =z j --I 0 a) E z °LU° Z w z (i) re cc co w z <C� V W U v�= -1 cc o W 1.-- U E3 Q o V a w I- CAO U c p-4 O (L) o tx0 O c,$) *1---4 4,,r•i ct rT V Pr N 0 a o 0 o r-- T Z; w m O cm Z w O O 0 0 z U CD m m Z Q W CC Z O 0 H 0 CARMEL HIGH SCHOOL 201105.00