Laserfiche WebLink
12" i 40" i <br /> 36" <br /> °n <br /> • {� ' ` `' ` -`' Generol Notes <br /> n <br /> w REINFORCED GONG. <br /> SLAB (TYP.) <br /> UNLEADEDII PLUS PREMIUM ➢IESEL UNLEADED 11 PLUS I PREMIUM <br /> # 4 BARS DIAG, <br /> 6' <br /> LONG ( TYPO <br /> 36 " DIA 4 " ( TYP. ) <br /> B <br /> MANHOLE <br /> s ., all <br /> - " (TYP . ) <br /> 3- # 4 BARS <br /> 6 ' LONG (TYP,) <br /> w <br /> DETAIL-- TANK SLAB AND REBAR LAYOUT <br /> 3 + 1 DISPENSER SUMP DETAIL 3+0 DISPENSER SUMP DETAIL <br /> N.I'.S. N.T.S. <br /> crown concrete 1 A.O. SMITHF.RP. PIPING TANK <br /> nNK I N c TA LLn T O N N D GENERAL <br /> ENER L NOlEC <br /> PL <br /> EASE REVIEW ALL THAT APPLIES <br /> RECOMMENDED MIN. BURIAL DEPTHS BASED ON SOIL MODULUS Notify underground alert and locate utilities prior to any excavationOF 1,000 PSI OR HIGHER 3. Secondary Containment <br /> 4" DIA SCHEDULE 40 IN PECTIb <br /> PIPE SIZE SURFACE OVEROVER <br /> STEEL PIPE CONDIl IONS MIN BURIAL MINCPIP- �� , Manways, spillways, secondary piping, tank sumps, dispenser sumps and corrosion <br /> 4'-0" - l,( J protection. <br /> UNPAVED n' Regulatory i s ections will include but may not be limited to the following phases i <br /> 2" PAVED MIN 4 ASPHALT 12" 8' g Y P y 9 P B �G <br /> PAVED MIN 4 CONCRETE. 91 A All exposed metal piping will be protected from backfill using 10 mil tap, resin, <br /> SLOPE 1/2' UNPAVED 20" 14" 1 . Tarn Setting �+ ✓ etc. <br /> 3" PAVED NUN 4'ASPHALT 13" 9' v f G�°v <br /> CONCRETE SLAB— PAVED MIN4"CONCREFE I1" 2. Prmary piping system (c:( � / �� }V* Install all penetrations with proper entry boots and bulkhead fittings. <br /> 3. S6condory containment I <br /> AGGREGATE BASE UNPAVED 20" 10" _ <br /> nil III T r' <br /> PAVED MIN, a^ 0^ 4. /y_ ncl system(s) test J Testing <br /> VIII _I' 3'-3" PAVED MIN 4"CONCRETE 9" 7" 5. �G0 ncrete <br /> �' ' RKSUFACTURES ; nsta atT/(ion and testing of all systems shall be in accordance with the manufacturers After all penetrations ore performed, static water test all containment sumps and <br /> CONCRETE ,' — I specifications and permitting requirements, visually inspect for tightness. Correct any leaks and re—test as required. <br /> >1=�LI—III I I I F <br /> 3" CLEAR �TtlLllll -- Pressure and soap test all secondary piping. <br /> II=' II-ER [TURES Tank Setting <br /> DETAIL-- BOLLARD POST Ii1 SACS <br /> —� '^ — <br /> O O Ti <br /> for a min. of a 4'-0' burial cover and a y 4. Final Systems Test <br /> � q I� excavation will be of appropriate size and depth to allow <br /> I A �_ 1 '-0 cushion of pea gravel or sand at bottom and side of tank. Tanks should be slightly sloped towards No. Revision/Issue Dote <br /> 111 111-T1�r T- I SELECT BACK FILL fill end of tank. Final system inspection will include electrical, mechanical and a functional <br /> t —_III � Ih Should tank anchoring be necessary due to site conditions, the tank manufacturer will provide hold down demonstration of all portions of the leak detection system(s) and any other <br /> — .T, _ <br /> straps and hold down layout. monitoring equipment. DESIGN BUILD CONTRACTOR <br /> Overfill flapper will be set at approximately 95% capacity of tank ENVIRONMENTAL CONSULTING AND CONTRACTING <br /> SLOPE PIPE 1/8" PER 1'-0" TO TANK Testing Dispensers will be purged and calibrated. <br /> Q , W.A. CRAIG, INC. <br /> Z When appropriate tank testing may include soap testing, holiday testing, pressure or vacuum testing. Certified Testing 6940 TREMGNT ROAD LCA asssz <br /> DIXON, CAL FORNIA 95620 <br /> Follow tank manufactures installation and testing guide lines. PHn t)0)) 693-2929 <br /> Precision testing of the fuel system shall be completed prior to putting the station <br /> ( 2. Primary Piping System into service. <br /> BOLLARD HOOP— �D Vent, vapor, product lines, riser, etc. Vapor recovery and vent system shall be subject to test required by the Air Qualit <br /> Management District Certified ST-27 and ST-30 test data shall be submitted to th fIProject Name and Addrees <br /> ro ti� Product lines, vent and vapor returns lines shall be fiberglass reinforced plastic (F.R.P.) appropriate agency PACIFIC S T A T I ❑ N <br /> FRP may be A.D. Smith, Red Thread II—A, or Dualoy 300—L. All piping, fitting's and components will be <br /> CONCRETE SLAB " I ` 7 ,5 ,, minFRP <br /> with one manufacturer. 5. Concrete 6425 PACIFIC AVE <br /> >i1= ST❑CKT ❑ N , CA , <br /> Q 11 IA Double wall flex piping system may be substituted for double wolf FRP product piping. Surface concrete slabs shall be a 5 sock mix design (min 2500 PSI) <br /> u 6 . 5 " CIYI Piping as specified above shall slope towards tanks at '/a" per FT run (never less than 1/8" per ft.). The <br /> CONCRETE — L 4 6' tank connection being the lowest point Tank slab to be a minimum of 8" thickness reinforcing to be #4 rebar @ 18" on <br /> „ center both ways <br /> IO llfl Vapor return lines will be installed with a straight slope to tank avoiding any sags or high points. <br /> Dive slab to be a minimum of 6" thickness reinforcing to be 4 rebar @24" on aro " <br /> Drive DETAIL-- BOLLARD HOOP All piping will be installed in trenches with proper depths and spacing as provided in manufacturers 9 � <br /> spxecifications. center both ways 3 900 <br /> I DETAIL- CROSSOVER 4 - 20 - 2000 <br /> Testing Surface slab finish shall be medium broom finish <br /> Scale <br /> A non certified vapor blockage test will be done prior to backfilling Notify building department prior to concrete placement. � <br /> Pressure and soap test as per manufacturer. <br /> All product and vent lines shall maintain pressure while backfilling and placement of concrete. <br /> cr, <br /> —._ <br />