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U <br /> Z a <br /> _ C s <br /> GRADATION OF 6'RAMJIAR FILTER <br /> e� <br /> tNMIN WIRH A�� AASNTO M 43.Na I <br /> Pf! GRADATION OF GRANULAR FILTER <br /> SEW SIZEBrt�O TRENCH WIN AS REGRIIED AASHTO M 43 N.5), HJ 41 E <br /> 1" 100 FINAL GRADE SEW SIZE PERCENT PASSRIG z FW <br /> 3 4" BO-T (INCLUDING PROPOSED FILL) (BY WEIGHT a 3' <br /> FILL H TILL R v 3 8" 0-15 - 0 °'ym <br /> �{+- < " 3 6" 0-5 SELECT BACRFLL W11N ----- ------------- 6,MAX 1 2" 2 155 V t a�n_ <br /> W1H1[ ` K+' .� Sr MM. GOOD DRAINING CAPABILITY 3 B" D-15 Z ° <br /> yar NIATIMIIEM AtXaTAIHF.M1m a 1K <br /> XTILE FILTER AT <br /> TRENCH WIDTH AS SPECIFIED GEDIQWE FIL1HR AT Tv t ae,Y.RAll�nla wmw alwc cE �0�OF GRANULAR ROCK 3 16" 4 <br /> IN SECTION 02a2o OF GRAMMAR ala tII N FILL W nv rIXtNHoIWI AID Mm VARIES ---- 3 W <br /> ry�c.��'yy-.-fie, to N.MN. '>^ <br /> 2 W>lMaor a.Msal a FOIO1Alm /L( )' , (]6'YNJ '94RAR GRADATION ACCEPTABLE.BASED ON 111E Q CJ^ <br /> M OF INIMM, P?t--!. FOLLOWING CONSTRAINTS <br /> } MINE 0.0. a IM>R.3,,W UM,MEWD tr MEAN GRANULAR ROLL .—_. _ 1.GRANULAR FRIER MATERIAL SHOULD BE WEL <br /> 4RWYM ALM MA WDH APPROWATE GRADATION GRADED.GAP ORAGNC MAY COMPROMISE <br /> Q!q Z lYil[1GI OIAM}OIJ A IN PNRIIw pOHfcm WMID O®MWW 1009 PARING 50"(2 SIEVE 12 N.MN. FILTER FUNCTION AND BROGING <br /> 1NAM h 11[ m mmN Ro- M PASSING 37.5 W yyy <br /> LOWER LOUT IF MO MORE <br /> MAN 10R PASSING 25W(1 MW I 2.DB6>LARGEST DIMENSION OF PERFORATED <br /> TRENCH WILL GD1DtWE FILM WHOM Tf <br /> SUING A tLpA1m AS A[QNMD PIPE DPENMIGS <br /> r NNN IF MN t. NONWOVILE FAWSL4 SHOULD Z G 11E } � 3.D5>OR-3/16-(N SIEVE) <br /> NONWOVEN TYPE GRANUILAR <br /> I AVERAGE OPDIMD 9 (A03)SHHOUD IR (REFM TTO T FILTER <br /> R GRbA�TION) <br /> 4.NO PARTICLE SMALLEST <br /> SHOULD IX®MORE <br /> MESS 1NNH a!0 OF IU1NE 9RS {M YM MAN 2X 711E SMALLEST DIIEN90H <br /> 2 ..-_.—® � µ OR mDT MASS 9 GEOTEXTILE FILTER CRITERIA <br /> GED1DCUL <br /> AS REG1MkD AS REGIRED 1. GEOTE)MLE FABRICS SHOULD BE OF THE <br /> - INITIAL LIFT. 6'w' r ESL NONWOVEN TYPE. <br /> UNDERDRAIN TRENCH DETAIL 2. AVERAGE OPENING SIZE(SOS)SHOULD D BE <br /> N.T.& LESS MAN O50 OF NATIVE SOILS. <br /> " r+-%p': - Iz IN NtN. 2. PHYSICAL CHARACTERISTICS SHOULD EOUAL <br /> :y.... ''Y OR EXCEED CDOT CLASS B DRAINAGE <br /> NONE CLEANOUT DIMENSIONS <br /> CEOh%TIIF. <br /> TO MATCH UNDERDRAIN <br /> ` + �? \ PIPE D.D. DIMENSIONS INSTALL CAST IRON CLEANOUT FRAME AND COVER � <br /> PROPOSED FINISHED GROUND UNDERDRAIN TRENCH DETAIL <br /> b 4 N.MIN, N.T.S. D <br /> } '� .n +� NOTE: CLEANOUT W <br /> COW TED GRANULAR MATERIAL µ CIRCULAR REBAR DIMENSIONS TO MATCH Q <br /> cUNFOMING TO CDDN 067 (SEE DETAIL 4• UNDERDRAIN DIMENSIONS INSTALL CAST IRON CLEANOUT FRAME AND COVER <br /> THIS SHEET) PROPOSED FINISHED GROUND <br /> 45'PVC ELBOW CONCRETE COLAR <br /> •NA1FR FLL (SEE DETAIL 4,INNS SHEET 24 N.RING AND cmu-{DD LL <br /> GEOTEXTILE FILTER wV&�R <br /> FABRIC AT TOP OF —1.N.MAX <br /> GRANULAR FILTER _. SAG IR�.AIaiRTIIOHT ODA Ic <br /> UNDERDRAIN _ CONCRETE COLLAR DEAR <br /> /4 CIRCULAR aauRn INSIDE AND DYT <br /> BEDDING REOUIRMENTS REBAR (SEE DETAIL 3. THIS SHEET) <br /> _ (SEE DETAIL 3• 261N uAX <br /> SEWER CONSTRUCTION APPRDYED. DETAIL THIS SHEET) N } <br /> _ 5f1 �fIS DA E:De/I6/D2 f—FIAW GEOTEXTILE FILTER <br /> DETAILS WW-'I GRANULAR FILTER FABRIC AT TOP OF P�'li[va Tc�NILc1 <br /> " DRAWN OY:NBJ MATERIAL - C.�, _ 'D ASHY C-{T6 <br /> GRANULAR ROCK <br /> 45' PVC ELBOW �}YI dA 7� Y o <br /> SEWER PIPE BEDDING DETAILS 45'PVC WYE SAS N®ED Z Q W Z <br /> N.T.S. 1.5" GRANULAR 6 N. sEE MOTE YA41HQE4Rcndrs J <br /> IN-LINE WYE CTLEANOUT DETAIL ROCK " UNDERDRAIN t a. <br /> J } O iS~- E� <br /> O X I- — I <br /> a <br /> DETAILS FOR PHASE 1 ONLY (FOR INFORMATIONAL PURPOSES) FLOW g 6 AX 21H ��TµS�T�" Z w w Q <br /> o GRANULAR FILTER N. — Z (� a <br /> N.T.S. MATERIAL :+\ �_._ cwcNl I:BASE O c� Q Q w <br /> cn <br /> PVC SCREW CAP 45' PVC WYE LL11 C a Z <br /> 6N•MN^ li O " <br /> TERMINATION WYE CLEANOUT DETAIL 2 O � <br /> z N.T.S. x 2 N.MN _ <br /> T ----- ----. «. POURED NKRT <br /> O ra N. '} NOTE.MNMVY M610E GAMCIEA G -+ w D <br /> 1 YNNHOE SHALL BE AS F(LLOWS: <br /> Z 11ECART MANHOLE PIPE%U W.MANHOLE <br /> S <br /> N � <br /> a PRINT LINE AT T s N ALTERNATE BASE M. a N.M 12 a N. <br /> 27 N.10{2 N.(Nd.) 60 IN. <br /> OKR{P <br /> TOP OF PIPE <br /> S p4 CIRCULAR CONCRETE COLLAR SHALLOW MANHOLE WITH FLAT TOP <br /> a REBAR WITH l.. <br /> 6" OVERLAP -- rrrr or ATTRO`TD: <br /> A �'*tblu�= 1 onus STORMWATER DATE:tt/e/oD DE7FI. <br /> /'��� CONSTRUCTION DETAILS p— <br /> QNBI <br /> a <br /> 6" MIN. <br /> W SHALLOW MANHOLE DETAIL <br /> z <br /> S CENTER TO CENTER N.T.S. _ <br /> K �a }" DIA HONE �-DNA.NOIt <br /> Z <br /> }" DNA. HOLE <br /> ox CLEANOUT FRAME 120'0'0"' G�wCj� ,.(� DRAWN BY: BAS <br /> !2 AND COVER \ONOC OS( `w1 DESIGNED BY: BAS <br /> H tDN�S \e,G PN n v� CHECKED BY:j SAA <br /> PROJECT NUMBER: <br /> LA ** � COFC 2016.05 <br /> - - A'\ DATE: <br /> UNDERDRAIN CLEANOUT CONCRETE COLLAR DETAIL PVC PERFORATION DETAIL / 4 \ ``'�\ SHEETS 07 2O11NDEX: <br /> a <br /> N.T.S. l N.T.S. 9 D 1 <br /> REVISIONS:---- <br />