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Last modified
8/11/2023 2:42:31 PM
Creation date
8/11/2023 2:32:50 PM
Metadata
Fields
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Large Plans - LP
Project
Construction of Area 2A at the Foothill Sanitary Landfill
Year
2014
Red Lines
No
Supplemental fields
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F281 - F305
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2 <br />PIPE SIZE IN INCHES <br />Z�oe PROCESS FLUID j (SEE LEGEND THIS SHEET) <br />PIPE MATERIAL <br />2—L—HDPE <br />PROCESS PIPING <br />2—L—PVC <br />BLIND FLANGE <br />—�I�— UNION <br />SII HOSE BIB <br />—�+— Y—STRAINER <br />REDUCER/ENLARGER <br />—� PIPE EXTENDING PERPENDICULAR <br />TO VIEWER <br />PIPE EXTENDING <br />PERPENDICULAR FROM VIEWER <br />—�— FLANGED JOINT <br />FLEXIBLE PIPE CONNECTOR <br />DRESSER COUPLING <br />SPLIT RING COUPLING <br />�— QUICK CONNECTION (CAM LOCK) <br />THREADED CONNECTION W/CAP <br />DOUBLE WALLED PIPE <br />—� CONTINUED PIPE <br />SUBMERSIBLE PUMP <br />FM MECHANICAL FLOWMETER <br />Y DRAIN <br />® DIAPHRAGM SEAL <br />VENT <br />FILTER WITH SAMPLE PORT <br />P <br />PUMP <br />V <br />VALVE <br />CV <br />CHECK VALVE <br />BFV <br />BUTTERFLY VALVE <br />GV <br />GATE VALVE <br />PV <br />PLUG VALVE <br />LCRS <br />LEACHATE COLLECTION RECOVERY SYSTEM <br />L <br />LEACHATE <br />HDPE <br />HIGH DENSITY POLYETHYLENE <br />LFG <br />LANDFILL GAS <br />3 <br />BUTTERFLY GATE <br />SLUICE OR SLIDE GATE <br />GATE VALVE <br />KNIFE GATE VALVE <br />GLOBE VALVE <br />BALL VALVE <br />3—WAY BALL VALVE <br />4—WAY BALL VALVE <br />ANGLE VALVE <br />BUTTERFLY VALVE <br />PLUG VALVE <br />3—WAY PLUG VALVE <br />4—WAY PLUG VALVE <br />CONE VALVE <br />PINCH VALVE <br />CHECK VALVE, GENERAL SYMBOL <br />BALL CHECK VALVE <br />DOUBLE DOOR CHECK VALVE <br />DIAPHRAGM VALVE <br />NEEDLE VALVE (SHOWN <br />WITH HAND ACTUATOR) <br />2—WAY SOLENOID VALVE <br />3—WAY SOLENOID VALVE <br />4—WAY SOLENOID VALVE <br />BALL VALVE WITH CAPTIVE YOKE <br />REMOTE ITEM <br />m <br />5 <br />M MOTOR OPERATOR <br />MOTOR OPERATOR INCLUDES INTEGRAL <br />MOTOR STARTER (CONTROLLER) UNLESS <br />Ep SHOWN OTHERWISE <br />CYLINDER OPERATOR <br />DIAPHRAGM OPERATOR <br />BACK PRESSURE VALVE <br />PRESSURE REDUCING VALVE <br />PRESSURE RELIEF VALVE <br />PRV <br />A <br />AIR RELIEF VALVE <br />VACUUM RELIEF VALVE <br />VRV <br />FOOT VALVE WITH STRAINER <br />AIR RELEASE VALVE <br />BACK FLOW PREVENTOR <br />TS <br />EPM <br />VACUUM REGULATOR <br />VAPORIZER <br />�� STATIC MIXER <br />A/V <br />AIR/VACUUM RELIEF VALVE <br />OUTSIDE SCREW AND YOLK (OS&Y) GATE VALVE <br />OS&Y GATE VALVE OR INDICATING BUTTERFLY VALVE <br />rt INDICATING BUTTERFLY VALVE <br />--IIF— GROUND FACE UNION WITH 3/32—INCH ORIFICE <br />4 ' 5 <br />0 <br />X <br />7 <br />ral <br />1. THIS DRAWING SHOWS GENERAL, GENERIC SYMBOLS FOR MECHANICAL WORK. NOT ALL SYMBOLS ARE <br />USED IN THE PROJECT. THERE IS NO SPECIFIC CROSS REFERENCE OF DRAWINGS. <br />2. ALL WORK TO BE PERFORMED SHALL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES OF <br />GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE PROJECT INCLUDING OSHA REQUIREMENTS SO <br />AS NOT TO CREATE ANY UNSAFE CONDITIONS. <br />3. THE CONTRACTOR SHALL COORDINATE ALL WORK TO PREVENT CONFLICTS BETWEEN TRADES AND SHALL <br />REPORT CONFLICTS OR INCONGRUITIES BETWEEN NEW WORKS AND/OR EXISTING FACILITIES TO THE <br />ENGINEER IMMEDIATELY. <br />4. VERIFY ALL DIMENSIONS AND ELEVATIONS AT PROJECT SITE. SEE CIVIL DRAWINGS FOR EXACT LOCATION <br />OF SUMP PUMPS AND THEIR RESPECTIVE ELEVATION. <br />5. VERIFY AT PROJECT SITE, EXACT SIZE, LOCATION, AND CLEARANCE OF EXISTING SERVICES. <br />6. VERIFY EXACT INVERT ELEVATION OF ANY POINT OF CONNECTION TO (E) SERVICES PRIOR TO INSTALLATION <br />OF (N) BRANCHES, MAINS OR SERVICE RELOCATIONS. <br />7. INSTALL PIPING TO BEST SUIT FIELD CONDITIONS AND COORDINATE WITH THE WORK OF OTHER TRADES. <br />8. PIPING LAYOUT AND EQUIPMENT REQUIREMENTS SHOWN ON DRAWINGS ARE BASED ON FIRST NAMED <br />EQUIPMENT VENDORS. CHANGES TO LAYOUT AND EQUIPMENT REQUIREMENTS THAT DIFFER FROM APPROVAL <br />OF OTHER THAN THE FIRST NAMED VENDOR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR <br />THE ADDITIONAL COST. <br />9. UNLESS OTHERWISE NOTED ALL PVC PIPING SHALL BE JOINED BY SOLVENT—WELDING METHOD. <br />10. UNLESS OTHERWISE NOTED ALL BOLTS, ANCHOR BOLTS, NUTS AND WASHERS SHALL BE TYPE 316 SS. <br />11. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING <br />ANY MATERIAL. <br />12. ALL BURIED PIPING SHALL HAVE 18" OF COVER MIN., UNLESS SPECIFIED OTHERWISE. <br />13. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING BURIED UTILITIES SUCH AS MECHANICAL PIPING, <br />WATER/LEACHATE PIPING, ELECTRICAL CONDUITS, GAS PIPING ETC. PRIOR TO TRENCHING TO AVOID <br />DAMAGE TO EXISTING UTILITIES. NO FIELD WORK MAY COMMENCE UNTIL ALL EXISTING UTILITIES HAVE <br />BEEN FIELD IDENTIFIED. <br />Underground Service Alert <br />(b Call: TOLL FREE <br />1-800 <br />227-2600 <br />TWO WORKING DAYS <br />BErORE YOU DIG <br />IF SHEET IS LESS THAN 24" BY 36", THEN IT IS A REDUCED PRINT—SCALE REDUCED ACCORDINGLY. <br />REV I DATE I DESCRIPTION DRN APP <br />GeosyntecO' <br />J ENGINEERS, INC. <br />consultants Oakland, San Francisco, Orange County, CA,- ' <br />1111 BROADWAY, 6TH FLOOR 1611 TELEGRAPH ABENUE. SUITE 809 1810 EAST HAZELTON AVENUE <br />OAKLAND, CA 94607 OAKLAND, CA 94612 STOCKTON, CA 95205 <br />PHONE: 510.836.3034 PHONE: 510.267.0441 PHONE: 209.468.3000 <br />TIME: <br />MECHANICAL LEGEND AND GENERAL NOTES <br />PROJECT: <br />CONSTRUCTION OF AREA 2A <br />SITE: FOOTHILL SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA F <br />THIS DRAWING MAY NOT BE ISSUED I SIGN BY: KN DATE: NOVEMBER 2014 <br />FOR PROJECT TENDER OR <br />CONSTRUCTION, UNLESS SEALED. DRAWN BY: LD PROJECT NO.: WG1780 <br />No. 1606 CHECKED BY: DN FILE: WG1780_M001 <br />i lip. 6-30-15 <br />Si#1ATUR >¢ REVIEWED BY: DTN DRAWING NO.: M-1 <br />t <br />/ DTE ¢ c�1a �,�,�y APPROVED BY: DTIN ZZ OF 25 <br />7 18 <br />
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