Laserfiche WebLink
. 116•101'ON wand E)N11.1V4QAo01S <br /> - _,- <br /> }} <br /> Lny fes, <br /> 5l__?/ 4/ <br /> GRA19 BAS f'Lt a,r � � ' L <br /> ' <br /> GRAD E <br /> TOILf <br /> 1 <br /> — h J. <br /> / IVB p <br /> IlUSllll SLC CID t � iiil .t'(C <br /> 24" � � �iG� <br /> ORAIN <br /> p1 &� <br /> MID <br /> C:; 7'MIS. <br /> r , <br /> Z <br /> 03-1C. <br /> CITY OF LO <br /> Wastewater . Interceptor i. <br /> e <br /> I <br /> PUBLIC WORKS DEPARTMENT <br /> FLUSH W/ BLDG. <br /> SLAB Q ENTRY <br /> ... /,--See <br /> See Note 4 <br /> SLOPE 1/4" P� EXTERIOR _—�6" -L2 a —� Ll— 6r'FT. MAX . <br /> 4" cleanout <br /> .i Flush withsurrrr <br /> I <br /> Sid pion.ace. 5201 <br /> l yr} I I Removable <br /> . Tf. RESi:.1Q1-Q4J Cover <br /> A I A B <br /> i <br /> _F'Inn <br /> cleanout per <br /> Removable cover, <br /> Std Plan 20'I See Note 3 <br /> y: —..I <br /> 2L%21 slot —Ground or Floor level, <br /> _ S <br /> a e 2 <br /> Variable i.. '}'-- Variabi <br /> REF <br /> EkENCE EINE I , <br /> - ' <br /> t_(Top of inlet pipe) I �. <br /> L_EVE2 TOGGLE PUSH - PULL, effluent l± I' <br /> a <br /> � —T,nfluent pipe Hush <br /> F' - 'i� t D with inside cell <br /> MOUNT HART;TARE 2 ' _6„ TO , _p it q .F . F . !'' i ?; <br /> r- I 1 2" 3r, L: #3 Rebar. of 1 2 O.C. i. <br /> DOOR �f"l I I I both wo s all walls and <br /> (-_ _ ., <br /> HARDWARE <br /> b� r. <br /> I -. floo <br /> 6" <br /> E <br /> Sectiorl P, A <br /> 3 <br /> I <br /> l Notes: <br /> / Precast commercial, units are oc ptabie with prior approval. I <br /> /�" rC 1-112" 2. Waste Interceptor shall not be located in heavy traffic areas. Interceptor shdl! be installed of ground <br /> NOMINAL PIAA4ff R 4X BLOCKING W/ surface elevation higher khan all .storm sewer inlet elevations on the property. <br /> I I <br /> S1 CUPED Mvf PLAC4 ,51MP-50AI L30 3. Removable cover design shall be dictated by strength and lcco6on requirements as determined by the <br /> t <br /> ins aper but s , <br /> h hl be odesign to <br /> f such a rout i <br /> _ de convenient access to each compartment .for <br /> I! P <br /> a n entire cam n <br /> TO � F �C}�'� �t'�� P <br /> BLOCKING ` 1-� cleaning. The cover may be sectional, but shall be of solid design, essentially waterproof, installed at or / <br /> ACf}sAJl near ground or:.floor level and kept clear of aki obstructions so as to be readily accessible for cleaning <br /> and inspection. r <br /> 4. For flows over 'i 65 gpm the capacity of interceptor required for waste shall be individually determined <br /> by Public Works,Department. i <br /> 5. <br /> , <br /> Waste Inte c <br /> r e tot` to be 'de an fencing and outside n subject inspection act to 'ns ec i n al a Sheet 1 of 2 <br /> Y <br /> i it times.• <br /> P <br /> i <br /> m _ A r. A roved E� <br /> Dr No Dote Revision <br /> CITY OF LO D! c _ Y� _ W _ Pp y STD PLAN <br /> i ' <br /> Waste Interceptor ch. WS 12/23/00 <br /> - — F.Wally ry�elfin . 204 <br /> �] ^_ <br /> PUBLIC WORKS .DEPARTMENT �� Date — <br /> CRY&g uar� 204 <br /> r 1 Ot) .. RC.E. 39895 ..... .,._....,.... <br /> TOW t _..._..�. ..r,r. <br /> P <br /> 'r F <br /> Peak flop inches UNISEX �.� �.4 - ,�"'_�� _ M 1 "`•% <br /> into interceptor ! <br /> �j <br /> (GPM) B D L1 �2 , ✓ dm' s <br /> - <br /> jpF <br /> � 0i <br /> 0--67 24 30 36 24 <br /> ! <br /> 67-112 30 30 48 30 <br /> _ Co36 a„ p� I rf - _. _.. �. - •Y� �!1' fig [ �ZJ I i <br /> 112-165 36 36 .,�.` i <br /> Over 165 GPM, See Note 4 j <br /> Nate: FIXTURE �' _ <br /> i <br /> SIZE <br /> Total rated discharge capacity of all.fixtures, equipment or appliances discharging into ��-- _ ,�= r, <br /> UNITS . ....._. . _ .. <br /> � k � <br /> interceptor in accordance with uniform plumbing code or actual flow rate, <br /> - r <br /> l <br /> 3/4' <br /> I <br /> 1 1/2' 60 <br /> _ l i <br /> 2 135 _ E � , <br /> 1 <br /> Nate` Minimum Pressure 4Opsi <br /> r !C► <br /> 4 2-story height #lmlta#Ion � �� �� � .: ', � '. � ..-�.. �--• � l <br /> Ma>clmurn distance from sQftrcA <br /> s ,r f E <br /> BUILDING Ili: �r'ECTION <br /> to f�lrthest fixture 250 feet._ DF -zNj �P7 <br /> J C€€Y O LODE <br /> i1N���IN�A-rn INV�1 PAat� l. , <br /> �� . <br /> (. <br /> - <br /> , ro G;w <br /> Apse, <br /> ilaG 1 Y 1�G 6� Al2.r <br /> U <br /> r.,��-2 <br /> --� <br /> W CT <br /> �' > t'� T"0l , -:-� . its✓ <br /> fv �"[��, urs l'n5 r� �� ~� -C' .� . :. ..� �. �f�. !1`�'•1�'t l�'E�tN t 6r'F'�i'*a'-f"(t�Ui�t""�+� <br /> ' Sheet 2 of 2 . <br /> Dr, KT No Dote Revision A r. Approved 8y: STD PLAN ;. <br /> ii <br /> WS <br /> y t 't4; � 0:: . <br /> _- N . <br /> erg 1 2/28/00 d c: <br /> Date - --- _ _ �wauy sa� �°t�"<� ` ' *�. a�rl ,! tin. � � ,"� xs� , <br /> 12 00 cE. aeass d p yi ,�p� . <br /> city Engine Dole 0._..f_ [�f a * & 4 ` .iy1ip p'6$ yy a� . <br /> Y'C-* �, •. 'T Y PYtr 55- .. 945 <br />