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HomeMy WebLinkAboutWWP2703643.5MMIUM111 `PIPE AEI. 'L As SPECIFIED :BY THE- Er ON EER 1: aAND � CLEAN T ��# EVER �i:A:IN' :H ,LL : E EAST JORDAI� IR: N: 5� II�`�, Iaio.: 369V OR. EQUAL CLEAN OUT SHAL 8E AWATER IRGHT ASSEMBLY, . IN UNIMPROVED, A E.A , POUR A 1'-OG 'rHIVK, ` :00 SOUARE. CONCRETE, CLASS 3000,, :PAD AROUND !H.E RIND NI C: VER;; UC WORKS :NCH CLFEAN430T S PTE :011 SANITARY SEWER CLEANOUT NTS 0.33' MIN. 0.67' MIN STANDARD C.O. FRAME GRADE AND COVER. SET FRAME IN CEMENT GROUT. 0.50' MIN. SCREW IN CAPF CEMENT CONCRETE CLASS 5 (1-1/2) JOINT SEALANT 1" DEEP 1" STYROFOAM ALL AROUND 6" DIAMETER CLEANOUT (STRAIGHT T RISER) OUTLET PIPE 6" MIN DIA. ------------ FROM GREASE FLOW DIRECTION TO SEWER INTERCEPTOR DISCHARGE TEST TEE NTS PORTION OF SW 1/4 OF SW 1/4, SECTION 3, TOWNSHIP 23N, RANGE 5E, W.M. STANDARD SIDE SEWER INSTALLA70N NTS GREASE INTERCEPTOR SINGLE ULT SYSTEM Dim "A" 0 N Clear Access Opening Contractor To Core D ill 0 K ockout m � wE A � 0 Grout Both Sides Divider Precast Di der N Adjust To Grade- CONCRETE - PAD Vent Pipes SEE PLUMBING PLANS FOR CONTINUATION F INLET E=395.24 COAT INTERIOR WITH COAL TAR EPDXY FLOOR THICKNESS = 1.25' 12" MINIMUM COMPACTED PEA GRAVEL PLAN VIEW Slot Both Sides SECTION VIEW AA v ri r n Hole In Field Pipe Knockout Typical u A 1" 2% Draft 1'—O" DETAIL 1 24"0 Locking Frame & Cover Air & Gas Tight, H2O LOAD CAPACITY 3 Places (2 Places On 577-GA) KOR-N-S BOOT OUTLET I E=395.04 Gallon Capacity 600 800 1000 1500 2000 250 3000 4000 5000 6000 7000 UV Co. Model No. 577-GA 577-GA 4484-GA 5106-GA 612-GA C�12GA ,.;<< .......................................... .......................................... 712-GA 712-GA 814-GA 818-GA 818-GA Dim "A" 7'-0" 7'-0" 9'-0" 11'-2" 12'-,3" 13'_1» 13'-1» 15'_7" 19'-11» 19'_1�" Dim "B" 4'-8" 4'-8" 5'-�0» 5'-8" 6,--8" 8'" 8'_0» 8'-0" 9'-7" 9'-11" 9'-11" Dim "C" 7'-0" 7'-0" 7'-2" 7'-2" 8'-0" 8'-7" 8'-7" 10'-0 1 /2" 10'-5" 10'-5" Dim I.D�, 3'-7:. 4,_8„ 41-2„ 4,_3.1 4,-7„ 8 5,-1» 6,-8�, 7'-4.� 7,_1» „ » Water Depth Dim E 3- 3 4 -4 »» 3 -10 3 -11 3'- 9 1 /2... �. 4 -8 » 6 -3 6 -1 5 -8 , 6 -7' Notes: 1. Concrete: 28 Day Compressive Strength f'c = 7000 psi 2. Rebar: ASTM A-615 Grade 60 3. Mesh: ASTM A-185 Grade 65 4. Design: ACI-318-02 Building Code ASTM C-857 "Minimum Structural Design Loading For Underground Precast Concrete Utility Structures" 5. Loads: H-20 Truck Wheel w/ 30% Impact Per AASHTO 6. Fill w/ Clean Water Prior To Start -Up Of System 7. Contractor To Supply & Install All Piping & Sampling Tees 8. Gray Water Only, Black Water Shall Be Carried By Separate Side Sewer SCALE: NTS 0 I N INTERCEPTORS GREASE IM`� ERCEPTOR Ll Oldcastle Precast' utlIlt VaUIt File Name: 010-GISINGLE 600-7000 GALLON Y PO Box 588, Auburn, Washington 98071-0588 Issue Date: 2010 OIL / WATER SEPARATOR Tel: (253) 839-3500 Fax: (253) 735-4201 www.uvauburn.com ©1992-2010 Oldcastle Precast, Inc. 2000 GALLON GREASE INTERCEPTOR N TS 5-364305 ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF TC 1E NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. PACLAND CERTIFICATION B Y_ _-----}- ----D A TE 3 V N O Z Q ■ Tf rn o N N 0 O Ln w ry Y Y W -I boo ' ao X orZi 0 0 rn 00 0 z Ln � LnL� H u- u7 0 4_J rn < W J_ O EL 0J F. oLJMQ w O W � a:O�z W W O W Cr Z n 0 F- -� W o � Z . Z Q W Z � LL Q F— z CO Er C-3.7 dr,� � s-� 4- 3 c5