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7 W.M. <br />430 . CB #3 LAYOUT PLAN <br />• .. ....... ... ... �» 0.50% .00% 2.0 0-7.-. 21 <br />tE=429.76 <br />CEILING (AB) <br />IE=428.6 11 ; <br />CEILING (AB) 1 <br />. CB 5, TYPE 11--72" <br />STA 8+83.05, 0.00' : <br />RIM = -431-52 431.90(AB) <br />I� _ 22.94 (E) Q <br />424.85(E)(AB) <br />m CB #2, TYPE 11-48" <br />IE=421.03(AB) - yt <br />04 - STA SEE PROFILE SMT. 65 <br />r• RIM = 428r96.429.12(AB) : <br />2 LF 48" CMP m �; © IE = 42244 (N)422.72(AS) <br />• S=0.0000 ft/ft u o <br />420 .............. .. .......... IE-41.9.53(AB) U'.. 1E _ (S)422.77(AQ) <br />r- ,IE _ (NW)4.22.71(aB) <br />iE - 425.5 W 3(AB}"z- LF 48" CMPIE 423.5 ((W� �1::� <br />4 <br />S="'.6886 ftWft <br />0.0058- <br />72 LF 5' 0 CB #3, TYPE 11-72 <br />DETENTION TANK STA 9+66.20, 0.11 -LT <br />S=0.0000 ft/ft IE - SE)03 04{AB) <br />CB 4 ,STORM !"ILTER IE =-4�0 (S) 426.20(AB) N <br />. <br />STA 3+06.02, 34.85' IT IE_ - q'��r (W) 422.50(AB) UJ <br />RIM=--428. 4 8 429.82(AB) ; <br />a <br />IE = 41.8.4.6. (N � <br />418.46(AB) - <br />a <br />415 <br />O <br />• <br />Lri <br />� <br />O <br />d <br />.� <br />c0 <br />n <br />0N <br />Ct <br />d- <br />� <br />C14 <br />pr'-j <br />e N C.) <br />w� <br />i <br />0 <br />Know what s below. 8+10 9+00 10+00 0 20 40 <br />Call two business � <br />days before you dig. ROAD 'A' CENTERLINE PROFILE HORIZONTAL SCALE <br />CATCH BASIN FRAME AND VANED GRATE <br />OR MANHOLE RING AND COVER <br />RECTANGULAR ADJUSTMENT SECTION <br />OR CIRCULAR ADJUSTMENT SECTION <br />FLAT SLAB TOP <br />° <br />e <br />SEE TABLE <br />- ' MORTAR (TYP.) <br />..a • e '. , °' STEPS OR • ° ,• • a ' .A <br />LADDER <br />r� <br />a ° N t,y REINFORCING STEEL (rYP.) <br />r GRAVEL BACKFILL FOR <br />12" PIPE ZONE BEDDING <br />"O"RING <br />o E <br />SEPARATE BASE INTEGRAL BASE <br />PRECAST PRECAST WITH RISER <br />(48" - 7T ONLY) <br />I <br />30' WIDE EASEMENT <br />20' WIDE PRIVATE ROAD <br />TYPE E-1 CURB PER 3" COMP DEPTH HMA CL 1/2" PG 64-22 <br />COE STND PLAN 309 4" COMP. DEPTH CSBC <br />5" COMP. DEPTH GRAVEL BORROW <br />SECTION A -A <br />ROAD 'A' <br />N <br />NOTES <br />1. No steps are required when height is 4' or less. <br />2. The bottom of the precast catch basin may be sloped to facilitate cleaning. <br />3. The rectangular frame and grate may be installed with the flange up or down. <br />The frame may be cast into the adjustment section. <br />4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide <br />a 1.5" minimum gap between the knockout wail and the outside of the pipe. After <br />the pipe is installed, till the gap with joint mortar in accordance with Standard <br />Specification 9.04.3. <br />CATCH BASIN DIMENSIONS <br />CATCH <br />BASIN <br />DIAMETER <br />MIN. <br />WALL <br />THICKNESS <br />MIN. <br />BASE <br />THICKNESS <br />MAXIMUM <br />KNOCKOUT <br />SIZE <br />MINIMUM <br />DISTANCE <br />BETWEEN <br />KNOCKOUTS <br />48" <br />4" <br />6" <br />36" <br />8" <br />54" <br />4.5" <br />8" <br />4Z' <br />8" <br />60" <br />5". <br />8" <br />48" <br />8" <br />72" <br />6" <br />8" <br />60" <br />12" <br />84" <br />8" <br />12" <br />72" <br />12" <br />96. <br />8" <br />12" <br />84" <br />12" <br />120" <br />10" <br />12" <br />96" <br />12" <br />144" <br />12" <br />12" <br />108" <br />12" <br />PIPE ALLOWANCES <br />CATCH <br />PIPE MATERIAL WITH MAXIMUM INSIDE <br />DIAMETER <br />BASIN <br />DIAMETER <br />CONCRETE <br />ALL <br />METAL <br />CPSSP <br />Q <br />SOLID <br />WALL <br />PVC(9) <br />PROFILE <br />WALL <br />PVC ( ) <br />48" <br />24" <br />30" <br />24" <br />30" <br />30" <br />54" <br />30" <br />36" <br />30" <br />36" <br />36" <br />6V' <br />36" <br />42" <br />36" <br />42" <br />42" <br />72" <br />42" <br />54" <br />42" <br />48" <br />48" <br />84" <br />54"' <br />60" <br />54" <br />Q. <br />48" <br />W. <br />60" <br />72" <br />60° <br />48" <br />48" <br />120" <br />W., <br />84" <br />60" <br />48" <br />48" <br />144" <br />7W <br />96" <br />60" <br />48" <br />48" <br />�a <br />�O <br />44525 9 <br />As�IONAL <br />g <br />CATCH BASIN TYPE <br />2 <br />STANDARD PLAN B-10.20-01 <br />SHEET 1 OF 1 SHEET <br />0 Corrugated Polyethylene Storm Sewer Pipe (Standard Specification 9-05.20) APPROVED FOR PUBLICATION <br />2Q (Standard Specification 9-05.12(1)) Pasco Bakodch Ili 02-07 92 <br />(Standard Specttication.9-05.12(2)) A"hl STAMMSHMEMMM DATE <br />Wathinpta" Shte epaNm"M of TromMftfiar <br />Z <br />0 <br />0- <br />0 <br />W <br />0 <br />W <br />Q <br />O <br />W <br />J <br />LL <br />0 � N <br />U') to <br />LU Lu �- <br />W <br />Imo••• W <br />04 <br />ti <br />az <br />A01 "%k Z <br />W a <br />(D <br />W <br />Elu <br />0 (D <br />z <br />W <br />C <br />0 <br />S <br />J~ <br />0 <br />W <br />00 <br />W <br />17 <br />0 <br />U <br />Z <br />0" <br />I° <br />r-- W <br />z Ln <br />0 W <br />W Z. <br />0) <br />u. <br />0 <br />00 <br />Z <br />0� 00 <br />a - <br />PROD. NO. DSN. BY: <br />18-0329 1 RAW <br />DATE: <br />5/10/19 <br />SCALE: <br />lit _ 20' <br />DRAWING NO. <br />5 OF 10 <br />