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HomeMy WebLinkAboutS-3643033 vi M RETE 000 U ) BEND SAND OR EXPANDABLE FOAM ITER TIGHT PIPE MATERIAL AS SPECIFIED BY THE ENGINEER: NOTES: 1. 0" AND 6' CLEANOUTS ON SEWER MAINS 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 P -0' THICK; 2'-W" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. s 91'D. PLAN — 409.1'. 8 OR 6 INCH CLEAN-OUT ♦ �. D� ARTME T'S FOR SANITARY' SEWER MAINS SEPTEMBER 201, . SANITARY SEWER CLEANOUT 0.33' GRADE — 0.50' MIN. — SCREW IN CAP JOINT SEALANT 1" DEEP 1" STYROFOAM ALL AROUND 6" DIAMETER CLEAN01 (STRAIGHT "T" RISER) FROM GREASE INTERCEPTOR NTS STANDARD C.O. FRAME AND COVER. SET FRAME IN CEMENT GROUT. in CEMENT CONCRETE CLASS 5 (1 -1/2) OUTLET PIPE 6' MIN DIA. FLOW DIRECTION TEST TEE NTS TO SEWER DISCHARGE PORTION OF SW 1/4 OF SW 1/4, SECTION 3, TOWNSHIP 23N, RANGE 5E, W.M. I I I �I PROPERtt UNE COUPLINGS (FERNCO OR APPROVED EQUAL). S, CONCRETE MAIN - CORE -DRIUJ 0 WITH A ROMAC SADDLE (OR APPROVED' EQUAL), C. PVC' MAIN.- CORE - DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A. NEW TEE. USING RIGID COUPLINGS. D DUCTILE IRON MAIN - CORE- DRILLED NTH 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 OVA h NNt CONCRETE } b ptAO�OC�NO BLOCKING APP' \� 1 G�C4 -J2 %MIN SLOPE HORIZONTAL 6" SIDE OUTLET TEE SEWER 6" MIN, MAIN( SEWER MAIN CONCRETE BLOCKING - NGLE OF TEE AT MAIN OVER 25 TYPICAL SIOE SEWER ELEVATON ELEVATION NOTE. .UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE AI MINIMUM 2:5'' COVER AT PROPERTY. LINE OR 3 -5' LOWER THAN THE .LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER i SID" PLAN 406.1 POHISC WORKS INSTALLATION DEPARTMENT ( SEWER MAIN'TO PROPERTY LINE (W ) : SEPTEMBER 2D11 STANDARD SIDE SEWER INSTALLATION NTS Dim "A" Ni Cl /ear Access Opening Grout Both Sides 1 + + \� E A yl ?� Precast Divider O I fh' t" k' J!T.�1itY' � Vent Pipes SEE PLUMBING PLANS.0� FOR CONTINUATION Adjust To Grade CONCRETE PAD N + \( s PLAN VIEW `-Slot Both Sides 711 M Tit `1 I1 � I f- �'Er). 1 1 r FUTURE Inspection Tee Typical BUILDING SEWER PIPE h BUILDING SEWER it INLET -- �2 4000 �k k 4" STUD MARKING POST PAINTED 7000 - - - -- - - TB" TEE WITH 6 "SIDE OUTLET `6'XVFACE YE WHITE 4dTH THE WORD "SEVER ": STENCILED !`r 4484 -GA � SURFACE CRING T WITH IN 3" HIGH BLACK LETTERS AND WIRE 612 GA °11', 612 lk`pll' �( rc CAST IRON RING & COVER WRAPPED AROUND THE STUD AND -SEAL 814 -GA (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD. 818 -GA BOOTN 2875 :OR APPROVED EQUAL. 7' -D" 9' -0" SPECIFY "SEVER" ON LID, Tee or Elbow �- ( I SEE STD PLAN 403.1 FOR f BOOT 6" SIDE SEW AND BUILDING FWDR ER INSTALLATION) 19' -11" Dim "B" ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN Dim "E" LINES ARE AS FOLLOWS COAT INTERIOR COUPLINGS (FERNCO OR APPROVED EQUAL). S, CONCRETE MAIN - CORE -DRIUJ 0 WITH A ROMAC SADDLE (OR APPROVED' EQUAL), C. PVC' MAIN.- CORE - DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A. NEW TEE. USING RIGID COUPLINGS. D DUCTILE IRON MAIN - CORE- DRILLED NTH 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 OVA h NNt CONCRETE } b ptAO�OC�NO BLOCKING APP' \� 1 G�C4 -J2 %MIN SLOPE HORIZONTAL 6" SIDE OUTLET TEE SEWER 6" MIN, MAIN( SEWER MAIN CONCRETE BLOCKING - NGLE OF TEE AT MAIN OVER 25 TYPICAL SIOE SEWER ELEVATON ELEVATION NOTE. .UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE AI MINIMUM 2:5'' COVER AT PROPERTY. LINE OR 3 -5' LOWER THAN THE .LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER i SID" PLAN 406.1 POHISC WORKS INSTALLATION DEPARTMENT ( SEWER MAIN'TO PROPERTY LINE (W ) : SEPTEMBER 2D11 STANDARD SIDE SEWER INSTALLATION NTS Dim "A" Ni Cl /ear Access Opening Grout Both Sides 1 + + \� E A yl ?� Precast Divider O I fh' t" k' J!T.�1itY' � Vent Pipes SEE PLUMBING PLANS.0� FOR CONTINUATION Adjust To Grade CONCRETE PAD N + \( s PLAN VIEW `-Slot Both Sides 711 M Tit `1 I1 � I f- �'Er). 1 1 r Contractor To Drill Or Kno Hole In 101 1" 2 % Draft DETAIL 1 24 "0 Locking Frame & Cover Air & Gas Tight, H2O LOAD CAPACITY 3 Places (2 Places On 577 -GA) I° (' KOR -N -SEAL BOOT OUTLET IE= 730.96 ( (J E a p E N, t� Gallon Capacity 600 Inspection Tee Typical 1500 INLET -- 3000 4000 �k - 7000 - - - -- - - - - -- !`r 4484 -GA 5106 -GA 612 GA °11', 612 lk`pll' �( 712 -GA -SEAL 814 -GA 818 -GA 818 -GA BOOTN I . 7' -D" 9' -0" KOR -N -SEAL Tee or Elbow �- ( I m f BOOT 19'-11" 19' -11" Dim "B" 4!-8" Dim "E" 5' -8" COAT INTERIOR �jw Water Depth 9'-7" WITH COAL TAR Dim "C" 7'-0" I EPDXY I'�,,. 8 -0" ., ,i � ;�'. N 8' -7" (. 10'-5" O p FLOOR 4 -8' 4' -2" 4!-3" I 'r THICKNESS 01 61-81 7' -4" ;' 8'-0" Water Depth Dim "E" S -3" 4' -4" S -10" = 1.25 3' -9 1/2" LU 4 ",81r� 4 III IY f7Sbil1 ri, bLtld °?'+1 ui n?-I `u){:Jl0 il'(II InDli I a1`IA I h` L L" RY11 211 'P7{Ilc nti,t Grout All Around Slot 12" MINIMUM Both Sides - 1 Length -- Length —+ COMPACTED PEA GRAVEL SECTION VIEW AA Contractor To Drill Or Kno Hole In 101 1" 2 % Draft DETAIL 1 24 "0 Locking Frame & Cover Air & Gas Tight, H2O LOAD CAPACITY 3 Places (2 Places On 577 -GA) I° (' KOR -N -SEAL BOOT OUTLET IE= 730.96 ( (J E a p E N, t� Gallon Capacity 600 800 1000 1500 2000 (1'1(1.50t§i'IIUi6ti 3000 4000 5000 6000 7000 UV Co. Model No. 577 -GA 577 -GA 4484 -GA 5106 -GA 612 GA °11', 612 lk`pll' �( 712 -GA 712 -GA 814 -GA 818 -GA 818 -GA Dim "A" 7'-0" 7' -D" 9' -0" 11'-2" 12'-8" +1YI^i8�1 it 13'-l" 13'-l" 15'-7' 19'-11" 19' -11" Dim "B" 4!-8" 4'- 8" 5' -0" 5' -8" 6 -8" II81'il ill 8' 0" B. -a., 9'-7" 9' -11" Dim "C" 7'-0" 7'- y, 7'-2" 7' -2" 8 -0" '.III �41 fl i0rii ri 8'-7" 8' -7" 10' -O 1/2" 10'-5" 10' -5" Dim "D" S -7" 4 -8' 4' -2" 4!-3" 4 -7" 1rcff,i B,Li?r aG 5' -1" 61-81 7' -4" 7' -1" 8'-0" Water Depth Dim "E" S -3" 4' -4" S -10" V -11" 3' -9 1/2" LU 4 ",81r� 4 4' -8" 6' -3" 6' -1" 5'-8"6'-7- Notes: 1. Concrete: 28 Day Compressive Strength to = 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 Ta Start -Up Of System 7. Contractor To Supply & Install All Piping & Sampling Tees B. Gray Water Only, Black Water Shall Be Carried By Separate Side Sewer SCALE: NITS O_ I 10 Oldcastle Precast® INTERCEPTORS GREASE INTERCEPTOR Utility Vault File Name: 010- GISINGLE 600 -7000 GALLON PO Box 588, Auburn, Washington 98071 -0588 Issue Date: 2010 OIL / WATER SEPARATOR Tel: (253) 839 -3500 Fax: (253) 736-4201 www.uvauburn.com ©1992-2010 Oldcostle Precast, Inc. 2000 GALLON GREASE INTERCEPTOR NTS S= 364303 s 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 --- _--- G +3 C N 6 ao £ Ur, 0 T ao 6 m M � � a M ur, F LL IL OJ ru � JM< r) UV WL3 W W Z O °CCO z cn azx �- CC Q M N C -3.7 0 � rn Do IL OJ ru � JM< r) UV WL3 W W Z O °CCO z cn azx �- CC Q M N C -3.7