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TEE1 <br />HOSE BIB <br />C7 <br />SCALE: NONE <br />I� <br />II 3 <br />y I CLEAR Ea <br />— I WELL u <br />CONNECT TO <br />_ J I EX/STING SYSTEM <br />NEW LINE <br />EX. GATE <br />VALVE 3 <br />m <br />h <br />EXISTING HYDRO <br />PNEUMATIC TANK <br />_j <br />lY L <br />CONNECT/ON TO EX/ST/NG: <br />SCALE: l'--10' <br />PLAN VIEW <br />,JOSE BIB <br />MAX 18" <br />M1N 12" <br />M1N <br />12" <br />--W <br />4" CONC <br />4" SAND <br />AB <br />48" SQUARE CAST IRON GRATE. H-20 <br />RATED WITH 1/4" X 6" U -BOLT CAST <br />1' CONCRETE INTO GRATE AND FRAME. <br />COLLAR <br />1� <br />6" <br />18mPI <br />5=0.0C <br />6" <br />PE <br />150 <br />610 PIPE <br />M'N' <br />5,0.02 <br />a <br />ui <br />?t 41 <br />48"x48" <br />SQUARE INLET <br />�14 12" OC EW L <br />6" <br />T <br />48"x48" SQUARE CATCH BA SIN <br />SCALE: NONE <br />6" FLANGE <br />COUPLING <br />ADAPTER <br />RELOCATED EX. WATER 6" CHECK <br />METER VALVE <br />6" FLANGE Q <br />r=, T COUPLING <br />ADAPTER <br />All <br />TO GROUND <br />REMOVE AND RELOCATE <br />EXISTING PIPE SUPPORT <br />IF UNABLE TO RELOCATE, <br />INSTALL NEW PIPE <br />SUPPORT 5 <br />M2 I <br />1 <br />EXISTING HYDRO -PNEUMATIC TANK <br />CONNECT/ON TO EX/ST/NG: <br />PROF/LE VIEW <br />SCALE: 1"-4' <br />YARD HYDRANT (FREEZELESS) <br />WOODFORD-IOWA MODEL Yl OR <br />EQUAL <br />4"x 4" TIMBER GUARD POST <br />(PRESSURE TREATED) <br />oSEOCURE PIP <br />I PE SO POST AT <br />v <br />GRADE 1" GSP <br />0.10 CUBIC YARD GRAVEL SUMP <br />O 1" PVC <br />0 <br />o d <br />o <br />3/4 x 1 x 1 "J <br />TEE <br />VARIES <br />YARD HYDRANT <br />TYP <br />SCALE: NONE <br />10.00' <br />CHEM/CAL SHED; <br />ELEVA TION VIEW <br />6 X6X6" TEE <br />v <br />a <br />ui <br />?t 41 <br />j iLT <br />OO <br />6" DIP FLANGED PLAIN PIECE <br />J <br />1 <br />r <br />WITH FLANGE COUPLING ADAPTER <br />Z <br />CONNECT/ON TO EX/ST/NG: <br />PROF/LE VIEW <br />SCALE: 1"-4' <br />YARD HYDRANT (FREEZELESS) <br />WOODFORD-IOWA MODEL Yl OR <br />EQUAL <br />4"x 4" TIMBER GUARD POST <br />(PRESSURE TREATED) <br />oSEOCURE PIP <br />I PE SO POST AT <br />v <br />GRADE 1" GSP <br />0.10 CUBIC YARD GRAVEL SUMP <br />O 1" PVC <br />0 <br />o d <br />o <br />3/4 x 1 x 1 "J <br />TEE <br />VARIES <br />YARD HYDRANT <br />TYP <br />SCALE: NONE <br />10.00' <br />CHEM/CAL SHED; <br />ELEVA TION VIEW <br />6 X6X6" TEE <br />v <br />a <br />ui <br />6" GATE VALVE <br />OO <br />6" DIP FLANGED PLAIN PIECE <br />J <br />1 <br />v <br />WITH FLANGE COUPLING ADAPTER <br />Z <br />a <br />6" DIP FLANGED ELBOW <br />6"-8" DIP CONCENTRIC <br />//Z <br />/� <br />V♦ <br />REDUCER <br />O <br />J <br />8" FLANGE COUPLING ADAPTER <br />cea <br />W <br />F <br />� <br />a <br />� <br />8" DIP FLANGED <br />TO GROUND <br />SHED WALL <br />Z <br />PLAIN PIECE <br />0 <br />Q <br />O <br />O <br />Z <br />4" HOLDING <br />FLANGE <br />6" <br />12" OC EW <br />8" DIP FLANGED ELBOW <br />1/4" THICK <br />8" FLANGE COUPLING ADAPTER <br />4.00' MIN. <br />1 <br />VARIES <br />4" <br />L <br />CONCRETE <br />6" <br />4" CLEAN SAND <br />6 <br />MIL VAPOR BARRIER <br />C900 PVC DIP <br />4"AB 90% RC <br />NOTE: RESTRAIN ALL MECHANICAL PIPE JOINTS TO RESIST HYDROSTATIC FORCES. <br />12" <br />11.00' CONCRETE PAD <br />- 10.00' SHED <br />3� 1 <br />0 21 1.8 % <br />a <br />SHED WALL (4) FLOOR SLEEVES <br />SEE DETAIL <br />B \� <br />"x 1 TEE <br />HOSE BIB <br />TA <br />SEE DETAIL <br />1 <br />J C7 <br />"xi"x1" <br />TEE <br />THREADED & <br />CAPPED STUB <br />1� <br />FLOOR DRAIN <br />TAIL M3 <br />INTAKE VENT i EXHAUST VENT—` <br />Iall <br />YARD HYDRANT ��� FLOOR SLEEVE <br />SEE DETAIL SEE DETAIL <br />r2 <br />rg 11�� <br />14.3% <br />3.50' <br />I <br />I 15.00' <br />Nt PAL1P Nl <br />4.00' <br />CONNECT/ON TO EX/ST/NG: <br />SCALE: l--4 <br />10. <br />0! v <br />70' 11.00' <br />14.3 9" /ax7 <br />1 <br />\ a <br />�311 <br />NOTE: <br />CONDUIT SHALL BE PVC SCH 40 <br />CHEM/CAL SHED; <br />PLAN VIEW <br />SCALE: 1"=2' <br />SECT/ON <br />4.00' <br />4" <br />r6" <br />2.100' <br />L <br />-4 6"IF <br />SECTION A—A <br />B� <br />CHEM/CAL SHED; <br />PAD SECT/ON DETAIL <br />SCALE: NONE <br />s"If <br />SECTION B—B <br />A� <br />CONSTRUCT CUT-OFF \ <br />WALL AROUND THE \ — — — — — — <br />ENTIRE PERIMETER \ — — — — — — — — <br />I <br />TOE OF <br />— — �— CHANNEL SLOPEL\ — — — — — — <br />B� A� <br />TOP VIEW <br />MITER CUT PIPE TO FIT r — — — — <br />FLUSH WITH SLOPE / <br />MATCH CHANNEL SIDE SLOPE — <br />4.00' / WIRE MESH <br />TOE OF CHANNEL SLOPE / / 2.00' <br />/ 18'0 PIPE 1F SHOWN <br />ON SHEET C5 <br />2' MIN <br />NOTE. 1. USE CLASS Ill" CONCRETE OR <br />GROUTED COBBLES AS SPECIFIED. <br />2. 6x6x 10 GAUGE WIRE MESH <br />THROUGHOUT CONCRETE <br />C 4.00' <br />GAUGE <br />ESH <br />4.00' --1 <br />I I <br />I I <br />I I <br />18" <br />I I <br />I I <br />11 <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />SECTION C—C FRONT VIEW <br />EROS/ON CONTROL OUTLET DET/AL <br />SCALE: 1"=2' <br />COPYRIGHT 2008 NORTHSTAR ENGINEERING GROUP, INC, <br />' �OFESS/"" <br />No. 66583 <br />EXP. 6-30-0E � <br />V) <br />z <br />0 <br />wz <br />w 2 <br />a <br />0 <br />U <br />0 <br />zz <br />SHEET <br />NUMBER <br />C7 <br />OF 47 <br />v <br />a <br />ui <br />OO <br />J <br />1 <br />v <br />Z <br />a <br />WW <br />ui <br />//Z <br />/� <br />V♦ <br />O <br />J <br />I... <br />cea <br />W <br />F <br />� <br />a <br />� <br />Z <br />Z <br />0 <br />Q <br />O <br />O <br />Z <br />N <br />SHEET <br />NUMBER <br />C7 <br />OF 47 <br />