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ABCC P2 - Bldg 2 - P1-01_1REF A B C 1 2 43 3/4"CW AND 3" S. TIE INTO EXISTING 2" CW AND 4" S SEE CIVIL FOR CONTINUATION CONNECT NEW 3/4" GAS (100 CFH) TO EXISTING 3/4" GAS STUB -OUT. RUN AS HIGH AS POSSIBLE ALONG WALL OF PAVILLOIN TO PAVILLION COLUMN AND DOWN . CAP FOR FUTURE PORTABLE GAS GRILL INSTALLATION.YCO 3/4"CW TO YARD HYDRANT WITH NON-REMOVEABLE ANTI-SIPHON VACUUM BREAKER. 3/4" GAS STUB FOR PORTABLE GAS GRILL (E) GAS TO REMAIN (E) GAS METER (7" WC) AND RELATED ACCESSORIES TO REMAIN AREA DRAIN W/ TRAP PRIMER PIPING ARRANGEMENT IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. INSTALL PER MANUFACTURER'S INSTRUCTIONS. VERIFY FROST DEPTH AND PROVIDE SUITABLE UNDERGROUND SHAFT LENGTH. INSTALL AT LOCATION(S) SHOWN ON PLANS. FINISHED GRADE OR PAVEMENT BOXED YARD HYDRANT PER SCHEDULE AND/OR SPECIFICATIONS NON-FREEZE VALVE BODY, DEPTH OF BURY MINIMUM 24" BELOW GRADE OR 6" BELOW LOCAL FROST LINE WATER SERVICE: REFER TO PLANS FOR PIPE SIZE AND REFER TO SPECIFICATIONS FOR MATERIALS 18" x 18" x 8" POURED CLASS "C" CONCRETE BLOCK CONNECT DRAIN PIPES TO TAPPED DRAIN HOLES IN HYDRANT HOUSING AND DRAIN BODY. PROVIDE ADAPTERS AS REQUIRED. PROVIDE TYPE "K" SOFT COPPER DRAIN TUBE, MINIMUM 1/2" SIZE. DISCHARGE INTO CRUSHED ROCK. MINIMUM THREE CUBIC FEET OF CRUSHED ROCK SURROUNDING VALVE BODY DIRECTION OF FLOW PAVEMENT OR GRADE: CUT AS REQUIRED AND PATCH TO MATCH EXISTING PROVIDE 18"x18"x8" THICK 3000 PSI CLASS "C" CONCRETE PAD, REINFORCED WITH 6x6x1/4 WIRE MESH. CROWN TO SHED WATER; TROWEL SMOOTH AND EDGE. OMIT IF ECO IS IN SIDEWALK. HORIZONTAL SANITARY OR STORM DRAIN, SIZE AS SHOWN ON PLAN, TYPE OF PIPE PER SPECIFICATIONS. LOCATE EXTERIOR CLEANOUTS AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 45 DEGREES, AT MINIMUM 75 FOOT INTERVALS ON STRAIGHT RUNS, AND WHERE SHOWN ON PLANS. PROVIDE EARTH BACKFILL AND COMPACTION PER ARCHITECTURAL SPECIFICATIONS. REFER TO SPECIFICATIONS AND SCHEDULES FOR MORE INFORMATION. SURROUND JOINT WITH CONCRETE CAST IRON CLEANOUT HOUSING WITH "CO" CAST IN HEAVY DUTY COVER SCREWED PLUG IN CLEANOUT FERRULE AS SPECIFIED. APPLY TEFLON JOINT COMPOUND TO CLEANOUT PLUG THREADS. RISER SHALL BE CAST IRON, SAME SIZE AS SEWER UP TO 4" MAXIMUM, OF LENGTH AS REQUIRED BY DEPTH OF SEWER. PROVIDE CAST IRON LONG SWEEP AT END OF LINE, OR COMBINATION WYE AND EIGHTH BEND IN RUN OF LINE, REDUCING TYPE IF REQUIRED. ENTER TOP OF PIPE. BDA BDB BDC BD1 BD2 3" S. SEE CIVIL FOR CONTINUATION FCO 3/4" CW W/ RPZ TO ICE MAKER SEE CIVIL FOR CONTINUATION PROFESSIONA L E N GIN EERNo. 63377J STATE OF L I CENS E F LOR I D A U S T I N B TR A C YDRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 As indicated 2-P1-01YOUTH PAVILLION PLUMBING PLAN2022-352 Author 1/8" = 1'-0"2-P1-01 1 YOUTH PAVILION PLUMBING PLAN 12" = 1'-0"2-P1-01 3 MILD CLIMATE WALL HYDRANT 12" = 1'-0"2-P1-01 2 EXTERIOR CLEANOUT 1 07-14-23 ADDENDUM#1 -1/8" = 1'-0" 4 BAG DROP PLUMBING PLAN