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- - - t16-10L'ON V440A 9NI.LJVa(3)40OlS- --- p t TO1Lf1 3EA T �, ON4 -� a C.�oVf 7A FfF CitHc f', �5 fL ti i tv � t t � ( . v, TC? �. 7!9 fJ1r , r R `--- i <R0/i: _ GRAS AJILI L V Z7 N . I C u] e�ix4 F, t r` n , tismIf rn ' SAID , Olt F 0,4 ..., , fH 0 r TWA L..k, 171 o %s INTERIOR LE � �a I - ITY 0 F LODIWastewater Interceptor. GI�+!CF E 4 r�CI`1 PUBLIC WORKS DEPARTMENT FLUSH W/ BLDG, SLAB k3 ENTRY . ._.. See Note 4 f . SLOPE 1/4 PE 6" L2 4' L1. 6" FT. MAX . EX I ER I OR 4" cleanout Flush with surface. See 6•, Std Plon 201 Removable Cover 1. . THRESHOLDS A A Piarti Cleanout per Removable cover, Sid Plar 201 See,Mote 3 21 „X2� slot Ground or Floor level, 4 4 See Mote 2 _ A, Varlcbl@ .E.,- p I 4 REFERENCE LINE a (Top. of inlet pipe lh i i LEVER TOGGLE effluent PUSH PULL. 'i: Influem pipe flush I d with inside cell MOUNT NARL� uARE 2 ' -6" TO 3:` -g fi A . F. F . I a both ways all wa€is and 3 3 Re of 12" Q.C. f 1�' �. DOOR HARDWARE floor. Section A-A 3 { i ----- - - _- ._....._._. Notes: S/111 _ _ - S & L Precast comm nits are acceptable with prior approval: I 1 commercial u 2. 'haste Interceptor shall not be located in Reav traffic e.rens. Interceptor shall be installed at round 4 1-114'70 P Y P 9 I I 4X6 6LOCKING w� surface elevation higher than all storm sewer inlet -elevations on the property, Nl M11VAL 01altMff l.I telly} �� i � 3. Removable cover design shall be dictated by strength .and location requirements as determined by the �. -- 70�,qt BOLO nstaller; but shall be of such a design to provide can.venient access to each entire compartment for ]]] TO BLOCKING s/ i cleaning. The cover may be sectional, but shal€ be of solid design, essentially waterproof, installed at ar near ground or'floor level and kept clear of all obstructions so as to be, readily accessible for cleaning and p r ;65 6 Public ecfo 4 � ' 4, For flows over gprn the capacity of interceptor required for waste shall be individually determined f/ r1 JcrN y Works Department: . +� .5. Waste €ntercepta:i to be outside any_fencing and subject to inspection at all times. Sheet 1 of 2 1 .�T No Date Revision A r- Approved By'. STS P� e I+I � Ch. WS �. CITY OF LODi Waste Interceptor / / 4 . i ! ft lMof3y Sa eli� ` 1 2 2� �Q 2.0 1 . 1- J'f - Dote R.C.E.Engine Date - F�,IS?.�G '�!OF�KS DEPARTMENT tl 12 ao �.a3P895 tj P©ak. flaw inches UN I SES f� PAP into (GtercPM) ptor 6 0 L1 L2 f �. 5� �'�✓ .o'�S; 5 i 0-E7 24 30 3E 24 ��. ARCS 67-112 30 30, 48 30 A'ZV 't - - ,� _'_��— -. ----__.. - _� D [ Ttw �tJ A L 12 165 36 36 60 36 Over 165 165 GPM, See Note 4 Note: FIXTURE C-2713+39 SIZE. UNITS -._ Total rated discharge capacity of all fixtures, equipment or appliances discharging irto interceptor in ac r I mbin c I}eie p cardance wath un fa m p u ode, or actual flow rate. FF AA[[y{' � � � 9 I I 1/2 3.5 1NJ 3/4" 12.0 C i or } t/4�r 45.0 t 1"'�e[ 1 , 1/2"2 60 - y C�� 1 1 I 2" i.�5 lr� No Minimum Pressure 40psi t AY � � 3 tt 2-s'iory height Ilmltatlon. y . Maximum distance from source 1fL ,��% aiSPE:1" ' i rlr► to farthest fixture 250 feet._ � sU tom`DEVELOPMENT DEPT, Q Y OF,`_� 6. '� SRC . va 104- 49. # tT i� f _ . ►� �� t Glx vK 1. C-2744 . " -- _. _. Peill 0~4 - �_ eft. r v p�Ur , Sheet 2 of 2v t r. N Date ;r Q KT o Revision A r. Approved By. STD PLAN x n ' _ E waiWS `5a ei R �t� 12/2a/0o d � � ? � 5. AZ Date Fry gi ao1� 2 O�f ¢ 12' 00- fl.C.E. 39895 - -; Jr r .-: 8