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HomeMy WebLinkAboutC5.2 Grading & Drainage Details pg. 10MANHOLE TYPE „G„ "F" MAXIMUM PIPE SIZE RT. ANGLE TO MAINLINE MAXIMUM PIPE SIZE FOR MAINLINE H 24 "to36" 30" 36" J 24 "to36" 60" 33" 36" K 36 "x48" 72" 36" 48" L 48 "x54" 96" 48" 54" M 54 "x72" 102" 66" 72" N 72 "x84" 108" 72" 84" D d (MIN) L VARIABLE I I 30' TO 60" 4 i i VAR. i DIA. 1 N 3 VARIABLE 4 ao D d (MIN) 27' SMALLER 4 30' TO 60" 4 66" LARGER 4 D d (MIN) 27" SMALLER 3 30" TO 60' 4 66" &LARGER 6 U O N O O 0 N z N U C a 5 C U v C U z N 0 t c 5 Cal U J z C/ Tar ow 1/2 CEMENT ir MORTAR MANHOLE STEPS AT 16" MAX. ON CENTER. (SEE DETAIL) PRECAST MANHOLE SECTION GROUT SLOPE 3" MIN. COVER BEDDING MATERIAL 00 6" "B" BORRO PRECAST BOTTOM ONLY) MANHOLE TYPE "C" STORM SEWER NOT TO SCALE CONCRETE COLLAR a 6 SEE PLANS OR STRUCTURE DATA TABLE FOR TYPE OF CASTING FINISH GRADE 4 5 BEND WYE \S 1' -4" SPA. FOR M.H. STEPS CLASS "A" CONCRETE P v OR #8 STONE DIA. HEAVY DUTY LAMPHOLE CASTING W/ SOLID LID, NEENAH R -1974 OR EQUAL s CLEANOUT DETAIL NOT TO SCALE NOTE: CLASS "A" BEDDING TO BE UTILIZED FOR ALL CLEANOUT INSTALLATIONS (SEE DETAIL) CONCRETE CRADLE NOTES: DROP PIPE MAY BE USED WITH MANHOLE'S TYPE H THRU N AND SHALL BE REFERRED TO AS DROP MANHOLE TYPE H THRU N. TYPE "H" CONCRETE GRADE RINGS (ASTM-C-478, 4000 PSI) UTILIZED TORAISE TO FINISH GRADE, MAX. ALLOWABLE HEIGHT OF RISE RING IS 12 1/4D 1/2" CEMENT MORTAR PRECAST ECCENTRIC CONE CONCENTRIC CONE OR PRECAST COVER. 6 BARREL SECTION -48" DIA. ASTM C -478 CLASS A REINFORCED CONC. PIPE 4000 PSI CEMENT GROUT I PIPE THICKNESS /D +2" O io CONCRETE "0" RINGS PRECAST CONC. MANHOLE MANHOLES NOTE TO SCALE 6" ORIFICE 4) A T SECTION A-A TYPE "E" INLET NOT TO SCALE 2' -O" io +PLAN PLAN SECTION A -A 33' RCP 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET AGGREGATE TO BE PLACED AROUND INLET END OF PIPE 3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED. TYPE "J" INLET OUTLET STRUCTURE DETAIL NOT TO SCALE 1/2" CEMENT MORTAR CLASS "A" CONCRETE TYPE "J,K,L,M,N" REDUCER CAP X a) 2 #5 REINF. BARS 3' -0" LONG 7 1 CONC. COLLAR TYP SAW CUT WATER MAIN 10' MIN. EXISTING N --SEWER WATER MAIN—" 1 SANITARY SEWER (SEE NOTES) SECTION A—A z 0 0 FLEXIBLE COUPLING OR ADAPTER TYP PLAN 1 1, -0" 1% LOW FLOW SWALE DETAIL NOT TO SCALE 2 "x2'x /4'x3" ATTACH TO RCP WITH %"0 x 2" EXPANSION ANCHORS. EMBED 1 (3 REQUIRED) RESTR I CTOR PLATE DETAIL NOT TO SCALE LIMITS OF PATCH 2' AP7 A' A r O 0 f �l� 0• 6' COMPACTED I. 1 1 2' Diri .3D PATCH OVER TRENCH NOT TO SCALE NOTES: 1. SAW CUT 1/3 PAVEMENT THICKNESS THEN BREAK -OUT. 2. FOR PAVEMENT PATCHES SEE STD. PLAN 93 -01 SHEETS 2,3,4,8. 10' MIN. IF LESS THAN 18" OR IF WATER MAIN IS BELOW SEWER r: OUTLET STRUCTURE 1=1 I -1 11 1 III �,I SAW CUT PAVEMENT IF LESS THAN 10', VERTICAL SEPARATION SHALL BE NO LESS THAN 18 U, EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT -OF -WAY LEGEND Bc= OUTSIDE DIAMETER D= INSIDE DIAMETER d= DEPTH OF BEDDING MATERIAL BELOW PIPE IF WITHIN 5' OF EDGE OF PAVEMENT, USE "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY FOR ENTIRE TRENCH BACKFILL SANITARY SEWER MIN. CROSSOVER SEPARATION REQUIREMENTS FOR WATER MAINS SEWERS NOT TO SCALE NOTE: WATER MAIN HYDROSEEDED MULCH OR SEED S150 BLANKET AS SPECIFIED. 4 R.C.P. STORM SEWER MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT ALL INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. DEPTH OF BEDDING MATERIAL BELOW PIPE D SECTION R.C.P. STORM SEWER OPTIONS FOR END SECTION; METAL REQUIRES TOE PLATE PRECAST SHOWN CONCRETE SLOPEWALL CONCRETE HEADWALL 3' (MIN.) 5' (MIN. REINFORCED CONCRETE PIPE (RCP) BEDDING DETAIL NOT TO SCALE SODDED AREA MIN. 12" IF NOT WITHIN 5' OF EDGE OF PAVEMENT: USE "B" BORROW COMPACTED TO 90 STANDARD PROCTOR DENSITY TO 1/6 OF PIPE DIAMETER, AND REGULAR BACKFILL TO TOP OF TRENCH. 0 0 :•.o.o o T1 '0'.ri.• oon4i'o #7 AGGREGATE FILTER FABRIC ED o LEDGE 10' SAFETY LEGEND SECTION A —A CONCRETE END SECTION REQUIRES ANCHOR. (SEE ANCHOR DETAIL) z TOP VIEW WI 3:1 c lISLOPE 00.0l.. 0 Qo 1--1 00 •.n•U ¢(nW ri w Q ED O O ti1S.L�! LAKE OUTLET PROTECTION DETAIL NOT TO SCALE EDGE OF PAVEMENT, CURB GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT -OF -WAY Bc= OUTSIDE DIAMETER D= INSIDE DIAMETER d= DEPTH OF BEDDING MATERIAL BELOW PIPE NORMAL POOL 1 IF WITHIN 5' OF EDGE OF PAVEMENT, USE #8 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE TO MIN. OF 12" ABOVE TOP OF PIPE AND "B" BORROW COMPACTED TO 95% STANDARD PROCTOR DENSITY TO TOP OF TRENCH. NOTE: 4" PERFORATED UNDERDRAIN F STEEL ALL THREAD BOLT HOOKS 1" LONG 1 /2 MIN. DIAMETER. DISTANCE DEFINED BY D.O.T. REQUIREMENT X 1' j SIDE PROFILE DEPTH OF BEDDING MATERIAL BELOW PIPE CAP END OF PIPE (TYPICAL) 90 CAP END OF PIPE (TYPICAL) X =WIDTH OF END SECTION END PROFILE ALL INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. INLET A St /I MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT PLASTIC PIPE (PVC HDPE) BEDDING DETAIL NOT TO SCALE PLAN VIEW INLET IN PARKING LOT CURB d r STEEL NUTS WASHERS STEEL ALL THREAD BOLT HOOKS 1" LONG. 4" PERFORATED P.V.C. UNDERDRAIN. SLOPE 0 0.5% MIN. 90 NOTE: 1. SEE STR. DATA TABLE FOR INVERT ELEVATIONS. 4" PERFORATED P.V.C. 4" PERFORATED P.V.C. UNDERDRAIN. SLOPE 0 0.5% MIN. PLAN VIEW CURB INLET PAVEMENT UNDERDRAIN DETAIL St St VIEW ANCHOR FOR CONCRETE END SECTIONS NOT TO SCALE 30' (TYP.) IF NOT WITHIN 5' OF EDGE OF PAVEMENT, USE ##88 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE TO MIN. OF 12" ABOVE TOP OF PIPE AND REGULAR BACKFILL TO TOP OF TRENCH. W C3 CO J w 0 w 0 CC 0 0 0 z 0 C-) N W 0 W GC g Y 0 DRAWING NO. U O V I- cn o0 W 0 W V z z <4 ni 0 0 y W U y C4 ti 1515 a I W S C. F w w cc z z0 z Q 0 0 Q ac Q ac z w w w I I- W c Q cc cc OOwo< z z 0 Lai .CC CO z. oa SHEET C5.2 OF TITLE: GRADING AND DRAINAGE DETAILS IN2004.0387.071.C51.DET.DWG LAUTH PROPERTY GROUP Copyright (C) 1988-2004 by American Consulting. Inc. 317 848-6S00 PROJECT NUMBER: STATE NUMBER: WATER MAIN