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A VENT RISER - PLAN <br />SCALE: 3/4" = Vi <br />VENT RISER - FRONT ELEVATION <br />SCALE: 3/4" = 1'-0" <br />NnTFS- <br />• SEE SITE PLAN FOR VENT RISER LOCATION <br />• PRIME AND WRAP ALL BURIED STEEL <br />• SLOPE VENT PIPING BACK TO TANKS MINIMUM 118" PER Vi <br />• PAINT ALL RISERS, BRACING AND UNIONS TO MATCH <br />EXISTING <br />NOTE: <br />'^" ""'^^ ^' "^^""' T'•I TWO LIFTS DRILL AND INSTALL 18" LONG 1/2" DOWEL BARS 24" <br />ON CENTER INTO EXISTING CONCRETE WHERE <br />NEW CONCRETE MEETS EXISTING. SEE DETAIL ON <br />THIS SHEET. <br />BASE <br />BUILDING OR STRUCTURE <br />ISOLATION JOINT- SEE DETAIL ON THIS SHEET <br />RETE SLAB OVER TANKS, 6" UNDER CANOPY <br />18. O.C. EACH WAY, CENTERED IN SLAB <br />CONTRACTION JOINT. � SUPPORT IN CENTER WITH <br />SEE DETAIL ON THIS DOBBIES AS REQUIRED <br />SHEET <br />8" FOR TANKS <br />Aii F,... 1.�...w IT ...,.�.....,..------------ <br />...,ADE 6"FOR CAN • ^ " <br />d { <br />aim <br />ZT <br />D ASPHALT PAVEMENT <br />SCALE: 1" = 1'-0' <br />BASE COURSE <br />STRUCTURAL <br />EXISTING SUBGRADE <br />CONCRETE INSTALLATION NOTES: <br />1. ALL CONCRETE SHALL BE PREPARED PER ACI 301 AND SHALL HAVE THE FOLLOWING PROPERTIES: <br />a. COMPRESSIVE STRENGTH: 4000 PSI <br />b. MAX WATER-CEMENTITIOUS MATERIALS RATIO AT POINT OF PLACEMENT: 0.45 <br />c. SLUMP LIMIT: 4INCHES t 1 INCH. <br />d. AIR CONTENT: 6 PERCENT t 1.5 PERCENT. <br />e. CEMENT: PORTLAND CEMENT PER ASTM C150, TYPE I, II OR III. <br />2. REINFORCEMENT SHALL BE PER ASTM A615 GRADE 60. <br />3. CONCRETE TANK SLAB SHALL HAVE A MEDIUM BROOM FINISH. <br />HEAVY DUTY CONCRETE FLATWORK <br />C SCALE: 1" = 1'-0' <br />1/2" DIA. 18" LONG (6" FOR DISPENSER ISLANDS) EXPANSION JOINT WITH SILICONE <br />SMOOTH STEEL DOWEL, 24" O.C. GREASE ONE PETROLEUM RESISTANT SEALANT. <br />END 1 3/�� 3/8" X 6" EXPANSION (FIBER BOARD) JOINT <br />CONCRETE PAVING 1 <br />mifi <br />• DOWEL <br />SHALL BE ASTM A615, low= <br />GRADE 0 PLAIN STEEL <br />BARS, PER ASTM A757. <br />EXPANSION JOINT <br />SAW CUT JOINT j DEPTH OF SLAB, MINIMUM <br />4. CONCRETE FLATWORK <br />8" STONE BOX OUT <br />CONTRACTION JOINT <br />VENT RISER - SIDE ELEVATION <br />SCALE: 3/4" = 1'-0" <br />6CONCRETE <br />EALANT <br />FLATWORK HOLD JOINT FILLER a INCH BELOW <br />STRUCTURE, SURFACE OF CONCRETE, NO SEALANT <br />PAVED AREA, <br />OR OBJECT CONCRETE FLATWORK <br />JOINT FILLER WITH JOINT FILLER NO REMOVABLE <br />REMOVABLE PLASTIC JOINT --' PLASTIC JOINT CAP <br />CAP 1/2" <br />SEALED ISOLATION JOINT <br />NON -SEALED ISOLATION JOINT <br />NOTES: <br />1. USE CONTRACTION JOINTS AS REQUIRED TO CONTROL CRACKING. <br />2. USE EXPANSION JOINTS WHERE EXISTING AND NEW CONCRETE MEET. <br />3. PROVIDE ISOLATION JOINTS AROUND ALL ISLANDS, ELECTRICAL FIXTURE BASES AND UTILITY STRUCTURES <br />UNLESS OTHERWISE NOTED. <br />4. JOINT SEALANT TO ONLY BE INSTALLED ADJACENT TO BUILDING. <br />CONCRETE JOINTS <br />SCALE: 1" = 1'-0" <br />REVISIONS <br />LL <br />0 <br />m <br />r <br />} <br />o <br />N <br />� W � <br />LU K <br />w <br />LL o > <br />N W W <br />�lQ^ <br />N <br />J <br />UU <br />W <br />`T <br />z <br />H <br />I <br />Z <br />Q <br />LU <br />W <br />3 <br />Q <br />El. <br />W <br />cl <br />Lim <br />a <br />In <br />W <br />Q <br />N <br />F_ <br />H <br />Z <br />W <br />DIAMOND Z ENGINEERING, INC. <br />W70 STATE ROAD <br />CLEVELANO OH 44134 <br />PHONE: 440d 2fiWl <br />SCALE: <br />DATE: <br />AS NOTED <br />02/24/2023 <br />DRAWN BY: <br />PROJECTNO.: <br />DRF <br />WA-4226 <br />DRAWING NO. <br />T-3 <br />