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HomeMy WebLinkAboutS-3643050 U I 9b" - 11 N.C. SOCKET HD 2" A.C. did SCREW 1 A' LONG (BRONZE OR 5.5.) A" x 2' RAISED PADS 3" r 6' CONCRETE CLASS 3000 12 A" 14' 1 11' 12 A" 14' CAST IRON RING ANDC��RIRON RING AND COVER 2' 2- 45• (1/8) BEND �a O S 45' (1/8) BEND SAND OR EXPANDABLE FOAM WATER TIGHT PLUG PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NDTES 1. 8" AND 6' CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON 'WORKS, ING No. 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A V -0" THICK, V -0' SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RNG AND COVER. PUBLIC WORKS 6 OR 6 INCH CLlAN-QUT MO' KAN 4M DEPARTMENT FOR SANITARY SEINER TRAINS SkR"1'EMBER 8011 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) PORTION OF SW 1/4 OF SW 1/4, SECTION 3, TOWNSHIP 23N, RANGE 5E, W.M. 1:3:5 MIX CONCRETE BLOCKING 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. O� 2% MIN SLOPE HORIZONTAL 6" SIDE OUTLET TEE R MAIN TYPICAL S1DE SEWER ELEVATION c l•. NOTE: 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 IS LONER. ' • STANDARD SIDE SEWER 87'D. PLIi — {081 !S� • PUBLIC WORKS INSTALLATION a DEPARTMENT (SEINER MAIN TO PROPERTY LINE) SEPTEMBER 2011 STANDARD SIDE SEWER INSTALLATION TUTS ` J TUTS STANDARD C.O. FRAME AND COVER. SET FRAME IN CEMENT GROUT. is n d CEMENT CONCRETE CLASS 5 (1 -1/2) OUTLET PIPE - - - -- - -- - - - -- 6" MIN DIA. FROM GREASE FLOW DIRECTION TO SEWER INTERCEPTOR DISCHARGE TEST TEE Dim "A" N1 Clear Access Opening, / \ Grout Both Sides E A + \ + + ?� Precast Divider PLAN VIEW Slot Both Sides Adjust To Grade O I CONCRETE -( PAD 1 Contractor To Drill Or Knc Hole In u ) o 1' 28 Draft DETAIL 1 24 "0 Locking Frame & Cover Air & Gas Tight, H2O LOAD CAPACITY 3 Places (2 Places On 577 -GA) r� PROPERTY UNE i Vent Pipes 2000 5i 3000 N 5000 6000 FUTURE 6" BUILDING SEWER PIPE n 577 -GA BUILDING SEWER 4484 -GA +• ;".? 612 -GA TEE WITH 6" SIDE OUTLET °'F 6'%6'X8" WYE `2 . 4" STUD MARKING POST PAINTED WHITE WITH THE WORD 'SEWER" STENCILED 814-GA i= SURFACE CIEANWT WITH CAST IRON RING & COVER IN 3" HIGH BLACK LETTERS AND 16 WIRE FOR CONTINUATION 7' -0" WRAPPED AROUND THE STUD AND (EAST JORDAN IRON WORKS 9' -0" ° 2975 OR APPROVED EQUAL, EXTENDED TO THE TOP OF THE STUD. 12' 8 "' .: ° SPECIFY 'SEWER' ON UD, 15 -7" 19' -11" SEE SID. PLAN 403.1 FOR 6" 510E SEAR AND��ILOING SEA 4' -8" INSTALLATION) 5' -0" ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN 6' -8" UNES ARE AS FOLLOWS: 8' -0" A WTPoDED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE W -11" W -11" COUPUNGS (FERNCO OR APPROVED EQUAL). ' B. CONCRETE MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR IE= 395.24 8' -0" APPROVED EQUAL). � - - C. PVC MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED - - -- KOR -N- SEAL* EQUAL) OR CUT IN A NEW ME USING RIGID COUPUNGS. S -7" D. DUCTILE IRON MAIN - CORE- DRILLED W1Ti A ROMAC SADDLE (OR 4' -3" I APPROVED EQUAL) BOOT E MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE 7' -1" 8' -0" AT MANUFACTURED KNOCK -OUTS OR THE Tee or Elbow I 4' -4" STRUCTURE SHALL BE CORE- DRILLED. 1:3:5 MIX CONCRETE BLOCKING 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. O� 2% MIN SLOPE HORIZONTAL 6" SIDE OUTLET TEE R MAIN TYPICAL S1DE SEWER ELEVATION c l•. NOTE: 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 IS LONER. ' • STANDARD SIDE SEWER 87'D. PLIi — {081 !S� • PUBLIC WORKS INSTALLATION a DEPARTMENT (SEINER MAIN TO PROPERTY LINE) SEPTEMBER 2011 STANDARD SIDE SEWER INSTALLATION TUTS ` J TUTS STANDARD C.O. FRAME AND COVER. SET FRAME IN CEMENT GROUT. is n d CEMENT CONCRETE CLASS 5 (1 -1/2) OUTLET PIPE - - - -- - -- - - - -- 6" MIN DIA. FROM GREASE FLOW DIRECTION TO SEWER INTERCEPTOR DISCHARGE TEST TEE Dim "A" N1 Clear Access Opening, / \ Grout Both Sides E A + \ + + ?� Precast Divider PLAN VIEW Slot Both Sides Adjust To Grade O I CONCRETE -( PAD 1 Contractor To Drill Or Knc Hole In u ) o 1' 28 Draft DETAIL 1 24 "0 Locking Frame & Cover Air & Gas Tight, H2O LOAD CAPACITY 3 Places (2 Places On 577 -GA) � Grout All Around �Slot 12" MINIMUM 63T Both Sides PEA COMPACTED Length Length GRAVEL SECTION VIEW AA BOOT OUTLET - IE= 395.04 U � o E Gallon Capacity r� r� r- -i ij'-7 T Vent Pipes 2000 1� 3000 N 5000 6000 SEE PLUMBING PLANS: UV Co. Model No. 577 -GA 577 -GA 4484 -GA +• ;".? 612 -GA 612 -GA t. °'F 712 -GA 814-GA 818 -GA 818 -GA FOR CONTINUATION 7' -0" 7' -0" 9' -0" 11' -2° `v ^" 12' 8 "' .: 13' -1" ' 15 -7" 19' -11" 19' -11" Dim "B" 4' -8" -_ 5' -0" Inspection Tee' 6' -8" 6' -8" I. 8' -0" INLET —� W -11" W -11" T -1 °OI I ' 7'-0" T -2" IE= 395.24 8' -0" T � - - - -- 7 tl - - -- KOR -N- SEAL* Dim "D" S -7" 4'-B' 4' -2" 4' -3" I , BOOT 6' 8" 7' -4" 7' -1" 8' -0" KOR -N -SEAL Tee or Elbow I 4' -4" S -10" N S -9 1/2" 4' -9" BOOT 6' -3" 6' -1" 5-8° 6' -7" Dim "E^ COAT INTERIOR Water Depth NTH COAL TAR � EPDXY L-] N U FLOOR o THICNESS TK 1.25' � Grout All Around �Slot 12" MINIMUM 63T Both Sides PEA COMPACTED Length Length GRAVEL SECTION VIEW AA BOOT OUTLET - IE= 395.04 U � o E Gallon Capacity 600 800 1000 1500 2000 2500 - 3000 4000 5000 6000 1 7000 UV Co. Model No. 577 -GA 577 -GA 4484 -GA 5106 -GA 612 -GA 612 -GA t. 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" 6' -8" I. 8' -0" 8' -0" 9' -7" W -11" W -11" Dim "C" 7'-0" 7'-0" T -2" 7'-2" 8' -0" V -0" l 8' -7" 8'-7" 10' -0 1/2" 10, -5" 10' -5" Dim "D" S -7" 4'-B' 4' -2" 4' -3" 4' -7" V-6 1/2" 5' -1" 6' 8" 7' -4" 7' -1" 8' -0" Water Depth Dim "E" S -3" 4' -4" S -10" S -11" S -9 1/2" 4' -9" 4' -8" 6' -3" 6' -1" 5-8° 6' -7" Notes: 1. Concrete: 28 Day Compressive Strength rc = 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 B. Gray Water Only, Black Water Shall Be Carried By Separate Side Sewer SCALE: NTS OldcaStle Precast® INTERCEPTORS GREASE INTERCEPTOR UtlIlty VaUIt 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) 735 -4201 www.uvauburn.com ©1892 -2010 Oldcastle Precast, Inc. 2000 GALLON GREASE INTERCEPTOR INTS 5- 364305 NTS 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 THE 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 r" _DATE____ o r �p Z CO b 0 N � � M) Of y V UJ N N . m m 6 O IOr1 N u - oI d � � a ulNa ' F LL co � o C, J in Q r) Wzz 0 O in co azCC r Er Q a C0 C -3.7 CD in m Q a L Q 3 LU o M ai > am m -.- .. ,a n 2 - co � o C, J in Q r) Wzz 0 O in co azCC r Er Q a C0 C -3.7