Laserfiche WebLink
+ S <br /> SE 1 /4, NE 1 /4 SEC 11 , T. 28 N., R. 4 E., W.M. <br /> 816-1-CPS <br /> Project Plate Area = 1,184 Sq/ft Maximum Process Flow = 1,100 GPM <br /> 4 816-1-CPS OIL WATER SEPERATOR uv Co. 2-332P, Galvonized <br /> k4Z.( \ Diamond Plate Cover <br /> < Project Plate Area= 1,184 Sq/ft Cast-In Cover Slab, <br /> 16.-11" <br /> � Maximum Process Flow= 1,100 GPM <br /> TOP SECTION � -.. / ; CO- —® n UV Co. 2436P, Galvanized <br /> No.816-CPS-T ��'/ fir- -- ----:� <br /> Diamond Plate Cover <br /> 19,250 lbs. _ _ , 2 Cost-In Cover Slab <br /> \/ v Places <br /> ' 1 Yf`� Y <br /> _ -- T,,, , L ; :i <br /> r <br /> Y% .a.\ 'wNiT�`�i�J:rTY`+ Yk <br /> 12"OUTLET PIPE \ \ 8-Ton Lift Anchor ,• <br /> \ \ 4 Places In Top Section PLAN VIEW <br /> \ Y OUTLET PIPE <br /> \\ / With Sampling Tee <br /> Risers As Required By Others <br /> `loll (,, OUTLET PIPE TO BE LARGER <br /> en 0. � �� ��� v/a THAN INLET PIPE <br /> E TOP ELEVATION �r <br /> E i p__________I <br /> _ •I 7OPTIONAL TOPS <br /> 9 //// Coalescing Media 2'-7" and 3'-7" <br /> �j�///////�/// �- I <br /> Hold-Down Ol Retaing��� ffINLET LE56401 I�I� iIh <br /> _ _ OUTLET LE=564.00 <br /> — — <br /> I� —r-- N <br /> Org /IO/ � /b r�// p g Tr - <br /> ' it//% ////� Ij I �i With SamBylnOthe�s ' g In in <br /> �l a,,, ,lll� 00 70 <br /> a Sediment <br /> < � Welr 3 <br /> U t <br /> BASE ASSEMBLY <br /> No.81lbs. CPS-B 8-Ton Lift Anchor Coalescing Media <br /> ii' 35,920 lbs. 4 Places In Base <br /> E 4011142 <br /> SECTION AA <br /> 72 <br /> a - STRUCTURAL NOTES: INFORMATION NEEDED: <br /> c' 1. Concrete. 28 Day Compressive Strength f'c= 7000 psi Top Of Separator Elevation: <br /> Facet''Coalescing Pack J 6.� `12"INLET PIPE 2. Reber: ASTM A-615 Grade 60 Inlet Pipe Size: <br /> _ s'-1' 3. Mesh: ASTM A-185 Grade 65 4. Design: ACI-318-05 Building Code Inlet P . Elevation:Outlet P'pe Size: <br /> ASTM C-890 "Minimum Structural Design Outlet Pipe Elevation: <br /> Loading For Underground Precast Concrete <br /> 3 Water and Wastewater Structures BASIC DESIGN INFORMATION: <br /> 5. Loads: HS-20 Truck Wheel w/ 30% Impact Per AASHTO INFLUENT CHARACTERISTICS: <br /> Oil Specific Gravity: 0.88 <br /> GENERAL NOTES: Operating Temperature: 50' <br /> 1. All Baffles and Weirs To Be Precast Concrete Influent Oil Concentration: 100 ppm <br /> i 2. Static Water Depth = 4'-O" Moon Oilft Drop1le Rise:Rote 0 Microns <br /> o` 3. Controctor to: <br /> Supply and Install All Piping le Sampling Tees Designed Per Washington State Department Of Ecology <br /> - Grout In All Pipes 100% <br /> Fill With Clean Water Prior To "Start-Up Of System FLOW EFFLUENT COLLECTED <br /> Verify All BLockout Sizes and Locations RATE QUALITY SIZE <br /> 292 gpm 10 ppm 60 Microns <br /> E <br /> E <br /> U <br /> OIL WATER SEPARATOR <br /> tN.T.S. <br /> aAll <br /> CALL 2 BUSINESS DAYS BEFORE YOU DIGpl:T:j <br /> E 1 800 424 5555 I <br /> x UTILITIES UNDERGROUND LOCATION CENTER I <br /> U <br /> E Drown By Dot. SCALE <br /> COMMUNITY TRANSIT Drawing No. <br /> ZPerteet o - 60%SUBMITTAL D;sc 7/7/16 DD4 <br /> 425-252-770011-800-615-9900 communitytran ' NOT FOR um 7/7/16 "°°z - SEAWAY TRANSIT CENTER <br /> `O Sheet No. <br /> 2 2707 Colby Avenue,Suite 900 sm,te&ta6a CONSTRUCTION Checked ByBC 7/7/16 Vert - DRAINAGE DETAILS <br /> Everett,Washington 98201 Approved By Project Number 0 FACILITY P LAN S <br /> No. Data Revision By Appr. 20110155.016 of Total <br />