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10/15/2024 12:05:05 PM
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NOTES: <br />1. ALL PIPING, VALVES & EQUIPMENT SHOWN ARE INCLUDED IN THE <br />CONTRACT PRICE FOR PUMPING AND ELECTRICAL EQUIPMENT. <br />2. ALL COLORS TO BE SELECTED BY OWNER WITH APPROVAL BY <br />THE DIRECTOR OF PUBLIC WORKS. <br />3. ALL BUILDING CONSTRUCTION LABOR AND MATERIALS WILL BE IN <br />COMPLIANCE WITH THE UBC. <br />4. NO VENTS BETWEEN CHLORINE ROOM AND MAIN EQUIPMENT <br />ROOM. <br />5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE <br />ADEQUACY OF THE GENERATOR PAD. <br />6. THE CONTRACTOR SHALL VERIFY THE ADEQUACY OF THE <br />PROPOSED VENTILATION WITH THE GENERATOR SUPPLIER AND, IF <br />NECESSARY, INCREASE THE VENTILATION AS RECOMMENDED BY <br />THE SUPPLIER. <br />16' <br />MUFFLED ALLOW FOR CLEARANCE <br />GENERATOR EXHAUST FOR CONTROL PANEL DOOR. <br />I� <br />AMI N <br />PROVIDE TWO <br />2 SF VENTS, L <br />EVENLY <br />SPACED <br />3.5' <br />EXIST WELL HEAD <br />8" CHECK VALVE <br />DRESSER COUPLING. <br />8"X8"X8" TEE <br />GALVANIZED VF <br />EQUAL) AREA <br />LIGHT WEIGHT CONCF <br />TILE OVER 1/2" PLYA <br />3:12 <br />2X4 F <br />5/8" PLYWOOD SIDING (T1 <br />800-227-2600 -�, <br />X48 HOURS PR/OR TO WORK OPERA <br />F_ -1 <br />I ABOVE I <br />I <br />GENERATOR PAD L B B <br />Ll <br />I +I 17 1 <br />I 24 <br />N <br />9't 1 <br />10' <br />12 11 26 ^ <br />Ql 3UU1 � � <br />1 1 VENT I <br />I ABOVE I <br />L__J <br />10 21 <br />27 X28 <br />CONCRETE APRON <br />VACUUM RELIEF VALVE <br />PLAN VIEW <br />13 NOT TO SCALE <br />14 <br />15 <br />16 <br />BYPASS TO MAIN <br />TO TANK <br />m <br />z� <br />/ 4"0 CONDUIT W/PULL <br />ROPE TO JUNCTION BOX <br />19 22 O <br />1 <br />I <br />6 <br />—WALL TO BE SOLIDI <br />DELETED <br />TO ROOFLINE (NO <br />PLYWOOD PANEL MOUNTED FOR MOUNTING PRESSURE GAUGE. <br />VENTING BETWEEN <br />UPRIGHT TEE W/PRESSURE GAUGE, ASHCROFT NO.1000 OR EQUAL. <br />ROOM <br />RESISTANT FIXTURE W/POLYCARBONATE LENSE AND 100 WATT INCANDESCENT LAMP. <br />)CHLORINE <br />& MAIN EQUIP. <br />TWO - 2'-0"X6'-8" VANDAL PROOF STEEL DOORS AND 18 GAGE STEEL JAMB WITH FIXED PIN HINGE. <br />ROOM). 2g — <br />PROVIDE ONE HEAVY DUTY CASE-HARDENED SAFETY HASP BOLTED THROUGH DOOR. <br />O7 <br />O <br />O <br />I <br />OMAIN <br />CONTROL PANEL AND ELECTRICAL SERVICE. PROVIDE 4"0 PVC CONDUIT W/PULL ROPE. <br />25 I <br />I I <br />O8 I <br />TANK <br />-- J <br />:air_t�j�.�•I:�r���z�cr_1.r���.��z���� <br />WEST ELEVATION <br />NOT TO SCALE <br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR <br />LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL <br />CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY <br />THE PREPARER OF THESE PLANS. <br />R VENTS <br />FTERS & 2X6 CEILING <br />0 24" 0/C <br />2X4 DOUBLE PLATE <br />IDS 0 16" 0/C <br />P.T.D.F. MUDSILL WITH <br />X10" FOUNDATION <br />FS 4' 0/C. <br />6" THICK CLASS "B" CONC <br />PAD W/#4 REBAR 0 12" C/C <br />EACH WAY <br />a_ <br />z <br />n <br />r <br />4'-0" <br />2-#4 BARS, CONT. <br />4" THICK CLASS "B" CONC <br />SLAB W/6X6W1.5 W.W.F. <br />3'-6" <br />1/2"X6" ASPHALT IMPREGNATED <br />EXPANSION JOINT <br />16 1-#4 GRD 40 BAR, CONT.- <br />6X6W1.5 W.W.F. <br />16'-0" <br />i*al <br />SECTION C—C <br />NOT TO SCALE <br />CONCRETE THE OVER <br />1:1 RISE FOR HIPS <br />2X4 FAC <br />FIBER CEN <br />LAP SI <br />SEE N( <br />WEATHE <br />THIS DOOF <br />2X4 STUDS 0 16" 0/C <br />2X4 TREATED SILL PLATE <br />WITH 1/2" 0 10" <br />AB 048" 0/C <br />z <br />12" <br />12" <br />SECTION B—B <br />NOT TO SCALE <br />T11/!l fl /1!l\Irll \/rAIT(� <br />��Iij13I0P. <br />• a LO] <br />REVISIONS WONG ENGINEERS, INC. <br />N0. DESCRIPTION DATE BY PLANNING ENGINEERING SURVEYING <br />4578 FEATHER RIVER DRIVE, SUITE A <br />STOCKTON, CALIFORNIA (209)476-0011 <br />(f' DATE 07/13/07 R.C.E. 48717 <br />LEGEND: <br />1O <br />AIR COMPRESSOR, "AIR RITE", MODEL D610 H.P., MOUNTED ON TANK. (REFER TO SHEET 15 ITEM 14 ) <br />O2 <br />DELETED <br />O1/2" <br />PLYWOOD PANEL MOUNTED FOR MOUNTING PRESSURE GAUGE. <br />O <br />UPRIGHT TEE W/PRESSURE GAUGE, ASHCROFT NO.1000 OR EQUAL. <br />OVANDAL <br />RESISTANT FIXTURE W/POLYCARBONATE LENSE AND 100 WATT INCANDESCENT LAMP. <br />O <br />TWO - 2'-0"X6'-8" VANDAL PROOF STEEL DOORS AND 18 GAGE STEEL JAMB WITH FIXED PIN HINGE. <br />PROVIDE ONE HEAVY DUTY CASE-HARDENED SAFETY HASP BOLTED THROUGH DOOR. <br />O7 <br />DELETED <br />O <br />3/4" PVC CONDUIT FROM TANK TO PRESSURE SWITCH. <br />OMAIN <br />CONTROL PANEL AND ELECTRICAL SERVICE. PROVIDE 4"0 PVC CONDUIT W/PULL ROPE. <br />10 <br />55 GAL HYPOCHLORITE TANK, CONTRACTOR TO PROVIDE SEISMIC CALCULATIONS FOR ANCHORAGE. <br />11 <br />CHLORINE SOLUTION LINE TO PUMP <br />12 <br />CHLORINE METERING PUMP (BLUE WHITE INDUSTRIES). REFER TO PROJECT SPECIFICATIONS. <br />13 <br />3/8" P.E. PIPE IN CONDUIT <br />14 <br />PVC INJECTION VALVE <br />15 <br />CHLORINE INJECTION <br />16 <br />BRONZE CURB STOP W/NOZZLE <br />17 <br />GENERATOR SET: CATAPILLAR OR EQUAL -DIESEL FUELED. <br />18 <br />TRANSFER SWITCH PANEL <br />19 <br />20 POUND FIRE EXTINGUISHER WITH A -B -C RATING <br />20 <br />4" THICK CLASS "B" CONCRETE SLAB W/6X6W1.5 W.W.F. OVER 6" NATIVE SOIL COMPACTED TO 90% <br />RELATIVE COMPACTION. <br />21 <br />CHLORINE ROOM: FINISH SOUTHEASTERLY WALLS AND CEILING WITH 1/2" TAPED SHEET ROCK. ANY <br />HOLES MADE BY CONDUIT SHALL BE SEALED AIR TIGHT. <br />22 <br />METER PANEL <br />23 <br />EMERGENCY EYE WASH & SHOWER (DRAIN TO PAVEMENT) <br />24 <br />PORCELAIN LAMP FIXTURE W/75 WATT INCANDESCENT LAMP AND PROTECTION SAFETY COVER <br />25 <br />24X36 LOUVERED WALL VENT <br />26 <br />PROVIDE DUPLEX RECEPTACLE AT 40" ABOVE FLOOR FOR POWER <br />27 <br />ONE - 3'-0"X6'-8" VANDAL PROOF STEEL DOORS AND 18 GAGE STEEL JAMB WITH FIXED PIN HINGE. <br />PROVIDE ONE HEAVY DUTY CASE-HARDENED SAFETY HASP BOLTED THROUGH DOOR. <br />28 <br />LIGHT SWITCH <br />29 <br />3/4" HOSE BIB <br />JDS 0 16" 0/C <br />NTS BETWEEN <br />INE ROOM & <br />QUIPMENT ROOM. <br />T.D.F. MUDSILL WITH <br />0" FOUNDATION <br />JOB NO.: <br />3553 <br />DATE: <br />JULY 2007 <br />SCALE: <br />1-=100' <br />DRAW <br />AA <br />DESIGN: <br />WE <br />CHECKED: <br />ZCW <br />QROFESS/0\ <br />rh Gf, <br />H <br />Z <br />N0. 48717 m <br />K EXPIRES 9-30-2008 <br />slT C I V l l ��\P <br />\OF CAV�F� <br />LAS PALMAS ESTATES <br />WELL HOUSE DETAILS <br />SAN JOAQUIN COUNTY, <br />CALIFORNIA <br />3 <br />N <br />N <br />0 <br />0 <br />N <br />E: <br />vi <br />LO <br />n <br />M <br />i <br />0 <br />M <br />I <br />N <br />0 <br />> <br />0 <br />a <br />V) <br />S <br />i <br />V) <br />z <br />w <br />w <br />0 <br />CL <br />CL <br />i <br />rn <br />3 <br />0 <br />0 <br />/r, <br />no <br />L <br />U) <br />%7 <br />I <br />N <br />O <br />S <br />�o <br />¢w <br />C7 ~ <br />3 O <br />O (L <br />SHEET <br />12 <br />OF FIFTEEN <br />FlLE <br />
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