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HomeMy WebLinkAboutWWP2703643.3POCKETLIFT D (BRONZESCREW 1 All LONG •. S...) Yg" X 2' RAISED PADS 1 ®� 1= 1 1 210 go 11" 12 A" 14 CAST IRON RING AND COVER 45- (1/8) REDID ' (1/8) BEND SAND OR EXPANDABLE' FOAM kTER TIGHT PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES 1. 8'" AND 6" CLEANOUTS ON SEV R MAIMS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY; 2. IN UNIMPROVED AREAS, POUR A 1'-O" THICK, '2'-0" SQUARE° CONCRETE', CLASS 3000, PAD AROUND THE RING AND COVER. ! 1,PUBIJC WORKS 1B OR 6 `INCII GLEAN-RiI.AT #. Pt" - 403A 111 )�+ DEPARIVENT FOR.. SANITARYSMWIR MAINSSEFTElt4BER 2011 SANITARY SEWER CLEAN OU T 0.33' MIN. GRADE 0.50' MIN. — SCREW IN CAP JOINT SEALANT 1" DEEP 1" STYROFOAM ALL AROUND 6" DIAMETER CLEANOUT (STRAIGHT "T" RISER) PORTION OF SW 1/4 OF SW 1/4, SECTION 3, TOWNSHIP 23N, RANGE 5E, W.M. PROPERTY LINE _ M FUTURE 6" SEWER PIPE � BUILDING SCR W 2'"x 4" STUD MARKING POST PAINTED TEE WITH 6 SIDE OUTLET SURFACE CLE WHITE WITH THE WORD "SEWER STENCILED SURFACE C@RING T WITH IN 3" HIGH BLACK LETTERS AND #6 WIRE � CAST IRON RING &COVER W WRAPPED AROUND THE 'STUD AND gay (EAST 1l0Ri7AN IRON WORKS EXTENDED TO THE TOP OF THE STUD. 2975 OR APPROVED EQUAL, a SPECIFY "SEWER" ON LID, 6" SIDE SEINER AND 'BUILDING SEWER SEE STD. PLAN 4031 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B CONCRETE MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL).'; C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN ANEW TEE USNG RIGID COUPLINGS. D. DUCTOLE IRON :MAIN - GORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE 'SHALL BE CORE -DRILLED. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE.IX CONCRETE BLOCKING _ 2% MIN SLOPE HORIZONTAL 6" SIDE OUTLET TEE SEWER 6" MIN. MAIN SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION OF TEE AT MAIN'>s OVER 25 ELEVATION UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A >MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER' THAN THE LOWEST HOUSE ELEVATION, WHICHEVER lS' LOWER. STANDARD 61 E SEWER, M. > - " PUBLiC WORKS DEPARTMENT INSTALLATION (OKWE.. R MAIN TO PROPERTY LINE) STANDARD SIDE SEWER INSTALLATION NTS 111,_/ NTS 0.67' MIN STANDARD C.O. FRAME A. AND COVER. SET FRAME IN CEMENT GROUT. LO F� o CEMENT CONCRETE CLASS 5 (1-1/2) OUTLET PIPE 6" MIN DIA. FROM GREASE FLOW DIRECTION TO SEWER INTERCEPTOR — DISCHARGE O TEST TEE N TS c C_ Cn / m GREASE �1 1297ERCEPTOR SINGLE VAULT Dim „A" N0 Clear Access Opening m E A Q L2% Grout Both Sides Precast Divider N PLAN VIEW Slot Both Sides Adjust To Grade F_ CN FLOOR I I THICKNESS r 1.25' 777 I e k �,� .��` ` Grout All Around Slot 12" MINIMUM Length Both Sides 1 COMPACTED PEA g3 Length GRAVEL SECTION VIEW AA SYSTEM A 2% Contractor To Core Drill Or Knockout Pipe Hole In Field Knockout Typical ML ry 1" �41_1/\/ Draft _ 1'-0" 24"0 Locking Frame & Cover Air & Gas Tight, H2O LOAD CAPACITY 3 Places (2 Places On 577-GA) KOR-N-SEAL BOOT - OUTLET IE=730.96 U E _ o Gallon Capacity 600 800 1000 1500 2000 25C10 3000 4000 5000 6000 1 7000 UV Co. Model No. 577-GA 577-GA 4484-GA 5106-GA 612-GA 612-GA 712-GA 712-GA 814-GA 818-GA 818-GA Dim "A" 7'-0" 7'-0" 9'-0" 11'-2" 12'-8" 12' 8" 13'-1" 13'-1" 15-7" 19'-11" 19'-11" Dim "B" 4'-8" 4'-8" 5'-0" 5'-8" 6'-8" 8'-0" 8'-0" 9'-7" 9'-11" 9' Dim "C," 7'-0" 7,-0" 7'-2" 7,-2" '-0" 8` 0" 8'-7" 8'-7" 10'-0 1 /2" 10'-5" 10'-5" Dim "D" 3'-7" 4'-8" 4'-2" 4'-3" 4'-7" 5"-6'1/2" 5'-1" 6'-8" 7'-4" 7'-1" 8'-0" Water Depth Dim "E" 3'-3" 4'-4" 3"-10" 3'-11" 3'-9 1/2 4'-9" 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 O I N Oldcastle Precast° INTERCEPTORS GREASE INTERCEPTOR Utility Vault File Name: 010-GISINGLE 600-7000 GALLON PO Box 588, Auburn, Washington 98071-0588 1Issue 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 NTS S 3643 03 Know what's below. Call before you dig. CHECKED FOR COMPLIANCE TO CITY OF RENTON STANDARDS APPROVED BY:__________________ DATE -------- APPROVED BY: __________________ DATE ------ __ APPROVED BY: ------------------ DATE________ APPROVED BY: __________________ DATE________ J J a a mm� m w V) Ix Q_ W LLJ J I Q- Q Q -, CQJ) U Q Q N N N O O O ' 0 O N ao X tLn N T co 0 z Ln Ln �i V 1- 9 PF.0 I �-- U_ hl ON 00 CD CD LO M a CD M QJ � ,�-i > 77777771 cn m C-3.7