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GI sizing - approved 7-3-07 by JL.pdfGREASE INTERCEPTORS CITY COPY SINGLE VAULT SYSTEM 600-7,000 Gallon Capacities . . ...... Dim A" Clear Access Opemng -7 Contractor To Core Drilk Or Knockout Hold InField pipe tEe�ldtp"Po Grout Both Sid.. Knockout— Typical + A A Precast Divider Draft ----------- - --- 4-J", PLAN VIEW Slat DETAIL I Both Slides Locking Fronne & Cover Vent Pipes Adjust To Grade Air & Gas Tight 3 Ploc as (2 Places On 577 -GA) 4'r /,�//�"/0\707/ ------------ ....... Inspection Toe > Typical-- INLET p UTLET ----------- �k Tee or "Yfl Dim "E" I I 71 t Water Depth 7 Groat All Around Both Sides Length SECTION VIEW AA Slot Length Gallon Capacity 600 800 LAI', 1500 2000 25010 3000 1 4000 n'l 6000 70100 UV Co. Model No. 577 -CA 577 -GA - 4484 -CA 5106 -OA 612 -CA 612 -GA 712 -GA I 712 -CA W L J � 818 -GA 818 -GA Dim "A" V-0" 7'.-0" 9'-0" 1 17 12'-8"".13'-1„13'-1"' 7 Groat All Around Both Sides Length SECTION VIEW AA Slot Length Gallon Capacity 600 800 1000 1500 2000 25010 3000 1 4000 5000 _� 6000 70100 UV Co. Model No. 577 -CA 577 -GA - 4484 -CA 5106 -OA 612 -CA 612 -GA 712 -GA I 712 -CA 814 -CA � 818 -GA 818 -GA Dim "A" V-0" 7'.-0" 9'-0" 1 V-2" 1 2'-S" 12'-8"".13'-1„13'-1"' 15'-7" 19'-11" 19* -11" Dim "B" 4"-8," 4'-8" '5--0" 5'-8" 6`-8" 619� -a.. 8'-- 0 8'-0" 9"-7"" 9' 11" I I., 9,-1 Dim "C" 7'-0" 7'-0" 7'-2 7'-2" 8'.--0" 8'-0" 8'-7^8--7" 110'-0 1/2" 10'-5" 10'-5" Dim "ID" 3'--7" 4'--8" 4' -?",4'-3" 4"-7..5'-6 1f2" 5'--1"" W-8"` 7�-4�" 7„-1,. 8'-0” Water Depth Dim "E" 3--3' 3'-11"" - 3'9 1/2' 4'-9" 4'- 8" ,3 6'-"_Z 6-1 5'-8"" 6'-7'" Design Criteria: Uniform Plumbing Code - Appendix 1-1 Number Of Meals Waste Flow x Retention x Storage . Copoc Per Peck Hours x' Rate Time Factor In Gallons Notes, N—� 1. Concrete: 28 Day Compressive Strength Cc = 4500 psi 2. Rebor: ASTM A-615 Grade 60 3. Mesh: ASTM A-185 Grade 65 4. Desigm ACI -318-02 Building Code ASTM C-557 "Minimurn Structural Design Loading For Underground Precost Concrete Utility Structures" 5. Loads: H-20 Truck Wheel vi/ 30% Impact Per AASklTo 6, FM wl Clean Water Prior To Start -Up Of Systern 7, Contractor To Supply & Install All Piping & Sampling Tees 8, Gray Water Only, Block Water Snail Be Carried By Separate Side Sewer Copyright @ 1992IL Oldcasfla Pmcas"Jrz 1"A GN UTILITY VAULT"' adivision or 1,101dcastlePrecasOnc. of c, Ekvoll4tv P.O. BOX 588" Auburn, Waslilngton 96071.0588 Phone; 253-839-3500 Fix: 253435.4201 Website: tyww.olcfcostleprocasi.comfatibLirnNva '123 Notes, N—� 1. Concrete: 28 Day Compressive Strength Cc = 4500 psi 2. Rebor: ASTM A-615 Grade 60 3. Mesh: ASTM A-185 Grade 65 4. Desigm ACI -318-02 Building Code ASTM C-557 "Minimurn Structural Design Loading For Underground Precost Concrete Utility Structures" 5. Loads: H-20 Truck Wheel vi/ 30% Impact Per AASklTo 6, FM wl Clean Water Prior To Start -Up Of Systern 7, Contractor To Supply & Install All Piping & Sampling Tees 8, Gray Water Only, Block Water Snail Be Carried By Separate Side Sewer Copyright @ 1992IL Oldcasfla Pmcas"Jrz