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i <br /> LABEL AND NOTES: <br /> CAPACITY MARKINGS 1 . CONCRETE OF PORTLAND CEMENT DESIGN, POURED AND <br /> VIBRATED FOR DENSITY TO DEVELOP 3500 PSI AT 28 DAYS <br /> - COMPRESSIVE STRENGTH, AND REINFORCER WITH <br /> DEFORMED STEEL BARS AS PER STRUCTURAL DRAWINGS. <br /> STRUCTURAL DRAWINGS AVAILABLE UPON REQUEST. <br /> 2. EXCAVATION MUST BE TWO FOOT LARGER THAN UNIT <br /> ooe°o X81 SIZE. EXCAVATED ASE MUST BE LEVEL AND COMPACT. 6 <br /> OPTIONAL INLET __ to o OUTLET INCHES OF GRAVEL OR ROAD BASE RECOMMENDED. <br /> FLow oo — — <br /> ___ 3. A MAXIMUM OF 24" GR-22 GRADE RING RECOMMENDED. <br /> GREATER REQUIREMENTS SHOULD INVOLVE AN INCREASE IN <br /> THE HEIGHT OF THE RISER SECTION TO FACILITATE <br /> INSPECTION AND CLEANING. 22"DIA MANWAY WITH 24"HIGH <br /> FRP EXTENSION,774"NPT MONITOR FITTING OR <br /> 4. FITTINGS A7 INLET AND OUTLET CAN NOT BE SUPPLIED 4-4"NPT'S IN COVER AND it OPTIONAL 18"DIA HYDROSTATIC <br /> ""--- DUE TO VARIANCES IN LOCAL PLUMBING CODES. CONSULT 4-12"x12"xl2 GAUGE PLATES 16 RESERVOIR <br /> LOCAL CODES FOR REQUIREMENTS. <br /> ADA AND TRAFFIC <br /> RATED GRATE AND --AI_L STEEL COVER EXCAVATION SIZE: IO FEET LONG ANO SIX FEET <br /> WIDE MINIMUM. EXCAVATE AN ADDITIONAL TWO <br /> FRAME - AND FRAME FEET IN LENGTH FOR THE SAMPLE 90X,IF4"pIA FRP INFLUENT FLANGED r-4"DIA FRP FLANGED NOZZLE <br /> WITH <br /> INCLUDED. NOZZLE WI LH DIFFUSER --- CLEAN WATER OUTLET <br /> GRADE RING <br /> AS REQUIRED 9 <br /> OPTIONAL INLET- -- 22 RISER I J <br /> - J � SECTION LALO <br /> INEF <br /> f v <br /> ri <br /> OUTLET <br /> OUTLET -NOT SUPPLIED <br /> w <br /> 29" ASE <br /> OUTLET SECTION - - <br /> — 28" -4 HEIGHT IG LIFTING LUG _ <br /> PLATFORM, SLUDGE � <br /> TYPICALLY 12" (2 REQUIRED) 73-3/4" BAFFLE & COALESCER <br /> WATER DEPTH CONSULT LOCAL CODES 4'-10" <br /> 8' 8' <br /> * NOTE: <br /> HOLD DOWN STRAP LOCATION <br /> USE PYRAMID PRECAST OR APPROVED EQUAL <br /> 520 GALLON THREE STAGE OIL./ WATER SEPARATOR XRXS OILWAER SEPARATOR 1- <br /> = 1131/2" = V OWSJUETAIL - - I <br /> INSTALL 1-%" CROWN <br /> IN TANK SLAB AROUND <br /> EACH MANHOLE - #4 REBAR AT 18" <br /> #4 REBAR AT 18" FILL SUMP ON CENTER EACH WAY #4 REBAR AT 18" #4 REBAR AT 18" <br /> 18" ON CENTER EACH WAY PCC TANK SLAB MANHOLE 18.• ON CENTER EACH WAY (4) #4 REBAR THRU MANHOLE ON CENTER EACH WAY PCC TANK SLAB <br /> 18 "EARS" (CROSS CONNECTED) 18 <br /> �vN v p v v d V a. p v v W v p . v v <br /> /� V V . . V " y .V ' ,d ,n . TURBINE MANHOLE -� U .-V. <br /> ° INTERSTITIAL .q v � '� V o V V a s V V V D V V. V _ V V V V V - V <br /> n. �. P -. MANHOLE �. U. G I. q U v o d a -= o s a <br /> V V V V V V . 3- v V a p <br /> .� T d —6. d d v 1 G V V <br /> C�n `/e ✓n L/n l n o a O� d 71 O n �\O <br /> � Dr, � D � Dn � D ��" n e �� � e`�J �(J��� �(Je�._1 . <br /> Gi��:C .0U �D� <br /> ' xD . —n � .O1 ___ (4) #4REBAR THRU MNHOLE � �_r 6U. <br /> "EARS" (CROSS CONNECTEO) n—PEA GRAVEL <br /> p. <br /> & <br /> --PEA GRAVEL -- <br /> SECTION OF FILL CO LAR DETAIL. CC) SoECTIO OF TURBIN COLLAR AR � AIL � <br /> 1-1�2" q, — -- — — — - — — FILL-COLLA 1.-' 2" . :;, -- -- -.._.. - — -- ------ TURBINE-CALCAR lil <br /> - -- - _ . --------- - - - -- -- ------- - - ----- ---- - - - -- --- - -- - -- - <br /> N0. REVISIONS DATE DWN CKD <br /> J- <br /> o <br /> t <br /> a <br /> ff :*YA:2�` � �: i <br /> 6301 WATERFORD BOIILDEVARD <br /> BOX 26647 <br /> OKLAHOMA CITY, OK 73126 <br /> s <br /> LSI Adapt Inc. <br /> 24651 CENTER RIDGE ROAD, SUITE 190 <br /> WESTLAKE, OH 44145-5627 <br /> TEL: 440-871-1603 FAX: 140-871-1739 <br /> AS-NOTED <br /> �'p4� (O G}yt OAl`E IN -- <br /> ` 02-26-01 <br /> NO. I UTE W—TTED <br /> C 84" 5 <br /> I' - I 02-26-01 <br /> DRAPAT- <br /> JiAl1r - S8M <br /> i€iECR€6 WOH <br /> sans O <br /> i CONSTRUCTION DETAILS -- --- <br /> YFT <br /> C <br /> 'Uh\ "tY <br /> 1 <br />