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Home My WebLink About2405 CNG Fuel Station Expansion 0 T D GE ERAL NOT S PRO�aM RIPTI N old C� S , COMP 1 AN ww SITE �V!ZtNlTy MAP iZ� R �,v g, A Rn,"'.1".""', go f6mv-84'a Eil 0 K W-1'4� 4i-No .�Qfmm- b �b pgn' IR'.�,-Z� M-10 IM's VA M�Llm=I F;0 m! W; �k ln� -6" Aw L-o xOR- SnEE 1 '11' 5 , tomill'u-01-11-1 RIVEN "m TIT�LE 8HEET SPECIFICATIONS SPECIFICATIONS CONTINUED T L IT E' CIVIL SITE PLAN CIVIL SITE PLAN & DETAILS CIVIL DETAILS CONTINUED lb IN, PIPING & INSTRUMENTATION D;IAGRAM �p NO me TVA EL m ECTRIM �Fa SINGLE L114E DIAGRAM LOAD SUMMARY sm r®r 5-1 V�.rp,- .11 E �P REV AN Mi, ",,R hip', iavh MERG E'N CY Am F k9 ENTI N P'L -0, na 'RY HAZARDOUS CLASSIF CATION AREAS 1�,!oy,� gg� SAFETY SIGN LAYOUT pn ..........�� t6 mapg K' n� AV al ft al ""'gAme MM -7 1644 N OL�CAMJNO PEAL SAN CLEMENTE, CALIPMNIA 92672 TEL!�(949 -7702 ) 340 0. CD :2f: Lj 0-) U Z) D-- c 0 CD LLj CD \'z :z C) CD (D -_5 < C) c"4 0 3.1.3 CONSTRUCTION AND INSTALLATION SHALL CONf ORM TO CURRENT EDITIONS OF THE 2.3 EARTHWORK,TRENCHES AND EXCAVATIONS Lj_ 0 l'o SPECIAL CONDITIONS FOLLOWING CODES: 3.7 WELDING C) = �<,_ 2.3.1 EXCAVATION SHALL BE PERFORMED AT SPECIFIED LOCATION AS REQUIRED PER APPROVED o ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) ALL WORK SHALL COMPLY WITH PROJECT DRAWINGS-"INSTALLATION OF m DRAWINGS.A DIG ALERT INVESTIGATION MUST BE PERFORMED BEFORE ANY SITE * B31.3-PROCESS PIPING 3.7,1 THE NATURAL GAS SUCTION SUPPLY PIPING SHALL BE WELDED, IF 3" DIAMETER OR GREATER.WELDING PROCEDURE SHALL BE E5 C-) -< 0.) COMPRESSED NATURAL GAS FUELING STATION"AND THESE PROJECT � 0� ---- C-D SPECIFICATIONS. EXCAVATION. CARE SHALL BE TAKEN NOT TO EXCAVATE BELOW THE BOTTOM LEVEL OF * Bl 6.5-FLANGES AND FLANGED FITTINGS STRICTLY IN ACCORDANCE WITH A5ME/ANSI B31.3, "PROCESS PIPING,"LATEST EDITION. FOOTINGS, ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED NATURAL EARTH. ANY a ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) EXCAVATION WITHIN THE CNG COMPOUND,WHERE TIE-INS ARE TO BE MADE, MUST BE BY a OSHA(OCCUPATIONAL SAFETY AND HEALTH ACT) 3.7.2 IF THE CONTRACTOR ELECT$TO USE WELDING,THEN THE CONTRACTOR SHALL SUBMIT A WELDING PROCEDURE SPECIFICATION 1.1 SCOPE OF WORK "HAND DIG" ONLY. a UNIFORM PLUMBING CODE-SECTION 12 (WPS)FOR APPROVAL AND RECORDS. EACH WELDER MUST PROVIDE A COMPLETE PROCEDURE QUALIFICATION RECORD (PQR) MAJOR EQUIPMENT AND MANUFACTURER AS SHOWN ON THE DRAWINGS * NFPA 52-COMPRESSED NATURAL GAS (CNG)VEHICULAR FUEL SYSTEMS CODE SIGNED BY AN AUTHORIZED OFFICER OF THE TESTING LABORATORY OR DEPUTY WELDING INSPECTOR AND CONTRACTOR'S 2.3.2 NOT USED IBC- (INTERNATIONAL BUILDING CODE)2006 EDITION AUTHORIZED REPRESENTATIVE. PREVIOUS WELDING CERTIFICATION (ACTIVE CERTIFICATION WITHIN THE PREVIOUS SIX(6) 2.3.3 MATERIALS USED FOR BACKFILL OF TRENCHES OR EXCAVATIONS SHALL BE CLEAN AND FREE 3.1.4 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND INSPECTING SITE FOR MONTHS)MAY BE SUBMITTED FOR APPROVAL. I EACH CNG FUELING STATION CARD READER WITH VAPOR BARRIER I EACH NG FU NG STA ION CARD READER WITH VAPOR BARRIER C 00 P I L U T ST L DIS OT OF ALL DEBRIS (WOOD SCRAPS,WELDING ROD, PIPE SCRAPS OR OTHER DELETERIOUS EXISTING SUBSTRUCTURES AND SHALL NOT RELY ON PLANS OR DRAWINGS ALONE. 3.8 COATING AND WRAPPING H 3600 P3111 U HO AST-F L DISPEE�SE �2O H OTA �l - - I C SS �j XIST f I SUBSTANCES)WHICH MAY DAMAGE PIPE COATINGS OR CONDUITS. NO LUMPS OR ROCK CONTRACTOR SHALL TAKE PRUDENT MEASURES TO PROTECT ALL EXIST114G 'Tr I EA ESSOR (1 EXIST TO-1 li_T� LARGER THAN FOUR(4) INCHES ARE ALLOWED WITHIN TWELVE (12)INCHES OF ANY SUBSTRUCTURES AND VISIBLE SURFACE STRUCTURES. CONTRACTOR SHALL BE 3.8.1 CONTRACTOR SHALL SUPPLY ALL PIPE AND THE APPROPRIATE EXTERNAL COATINGS FOR UNDERGROUND PIPING TO MEET ALL 2 EA CNG CONCRETE PADS FOUNDATIONS RESPONSIBLE FOR CAUSING DAMAGE TO ANY SUBSTRUCTURE DURING CITY REQUIREMENTS, 3 EA EMERGENCY SHUTDOWN DEVICES (ESDs) CONSTRUCTION, REGARDLESS OF WHETHER THEY WERE OR WERE NOT SHOWN ON 1A.1 THE SCOPE OF WORK WILL INCLUDE BUT MAY NOT BE LIMITED TO THE FOLLOWING 2.3.4 MATERIALS USED FOR FILL UNDER GRADE SLAB$SHALL BE CRUSHED GRAVEL OR CRUSHED THE CONSTRUCTION DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR 3.8.2 ALL EXPOSED PIPING,VALVii�S, FITTINGS, FLANGES AND RELATED MATERIAL SHALL BE PRIMED IN ACCORDANCE WITH THE ELEMENTS: STONE CONFORMING TO THE FOLLOWING SIEVE ANALYSIS: REPAIRING OR REPLACING ALL CONTRACTOR-DAMAGED SUBSTRUCTURES. REPAIRS MANUFACTURER'S INSTRUCTIONS, FIELD-WRAPPED JOINTS AND FITTINGS FOR UNDERGROUND PIPING SYSTEM SHALL BE z C) BY CONTRACTOR TO SUBSTRUCTURES WITH PRE-EXISTING DAMAGE WILL BE INSTALLED IN ACCORDANCE WITH CITY SPECIFICATIONS. (AVAILABLE UPON REQUEST) FIELD COATING AND WRAPPING SHALL BE co CONSTRUCTION OF REINFORCED CONCRETE PAD FOR THE CNG COMPOUND NEGOTIATED WITH CONTRACTOR UNDER A CHANGE ORDER IN ADVANCE OF WORK APPROVED BY THE CITY INSPECTOR PRIOR TO BACKFILL OF TRENCHES. 0 p%_ EQUIPMENT AND BOLLARD FOOTINGS AS REQUIRED. PERFORMED in DEMOLITION OR RELOCATION OF EXISTING BOLLARDS TO MAKE ROOM FOR NEW SIEVE SIZE PERCENTAGE PASSING 3.2 DESIGN CONDITIONS 3.9 STRENGTH TESTING AND IN,9PECTION COMPRESSOR, IN ADDITION TO ADDING MORE BOLLARDS,TO ENSURE PROPER ill 100 z PROTECTION OF THE CNG EQUIPMENT. 3/411 45 TO 90 3.21 THIS NGV FUELING STATION HAS BEEN DESIGNED WITH THE FOLLOWING PRESSURE 3.9.1 WHEN ASSEMBLY OF A WELDED PIPING OR TUBING ASSEMBLY IS COMPLETE,A PNEUMATIC PRESSURE TEST (USING INSTALLATION OF A NEW GROUNDING SYSTEM FOR ALL EQUIPMENT #4 20 TO 50 AND TEMPERATURE PARAMETERS: COMPRESSED AIR AND/OR NITROGEN)SHALL BE PERFORMED IN ACCORDANCE WITH ASME/ANSI B31 3. ALL PRESSURE 0 INSTALLATION OF EMERGENCY SHUTDOWN DEVICES AND FIRE EXTINGUISHERS #30 6 TO 29 SEN81TIVE DEVICES (REGULATORS, RELIEF VALVES, ETC.)SHALL BE REMOVED FROM THE SYSTEM PRIOR TO THE TEST AND INSTALLATION OF PRESSURE RELIEF VENT PIPING INSTALLATION OF HIGH PRESSURE STAINLESS STEEL TUBING FOR TIME-FILL OT012 OPERATING PRESSURE: 4,500 PSIG REPLACED AFTERWARDS, THE LEAK TEST PRESSURE SHALL BE AS FOLLOWS: U) DISPENSERS DESIGN TEMPERATURE: 20TO110'F D uj W < Z INSTALLATION OF SAFETY SIGNS, GUARD POSTS (GUARD POSTS AND BOLLARDS), MATERIALS: ALL PIPING AND HIGH PRESSURE TUBING SHALL BE ALL PIPING FROM MSA TO DRYER AND COMPRESSOR INLET AND MISCELLANEOUS SUPPORT EQUIPMENT. SEAMLESS ALL TUBING &PIPING FROM COMPRESSOR ASPHALT PATCHING TO FEATHER TO THE NEW CONCRETE PADS 2,15 FOR ALL TRENCHED,ALL BACKFILL SHALL BE COMPACTED TO A MINIMUM OF 95% RELATIVE FUELING PRESSURE: 3,600 PSI,AT 70OF & 3,000 PSI AT 70-F DISCHARGE TO THE NEW DISPENSERS 3600 PSIG z COMPLETE TESTING OF PIPING AND TUBING FOR THE NATURAL GAS FUELING COMPACTION BY ASTM D-1557-70 AT THE OPTIMUM MOISTURE CONTENT. CONTRACTOR SHALL 3.3 PIPE SPECIFICATIONS BE RESPONSIBLE FOR OBTAINING A COMPACTION REPORT TO INSURE THE SITE Is PROPERLY 3.9.2 THE STRENGTH TEST PROCEDURE SH B AS FOLLOWS: o o x STATION I COMPACTED. 3.3.1 7: 0 Rc!!!- w 1,1.2 ALL PHASES OF THE PROJECT SHALL BE CONSTRUCTED AND INSTALLED IN * ASME SA 105 (IF BURIED) MEDIUM PRESSURE TEST SEE S, EET P-100. ACCORDANCE WITH THE PERMITS AS REQUIRED, THESE SPECIFICATIONS, AND THE 2.3.6 ALL TRENCHES FOR GAS PIPES SHALL HAVE A MINIMUM COVER OF EIGHTEEN(18) INCHES * ASME SA 35OLF2(IF ABOVEGROUND) HIGH PRESSURE TEST SEE SHE P-100. Z APPROVED CONSTRUCTION DRAWINGS. IF THERE ARE ANY CONFLICTS BETWEEN ABOVE THE TOP OF PIPE (OR SLEEVE)FROM FINISH GRADE UNLESS OUTSIDE OF TRAVELED ol -13� (j THIS DOCUMENT AND THE DRAWINGS,THEN THE PERMIT AND RELEVANT WAY. A MINIMUM OF SIX(6) INCHES OF SAND SHALL BE PROVIDED (THREE INCHES ABOVE AND 3.4 TUBING SPECIFICATIONS 3,93 CONTRACTOR SHALL USE A SOAP AND WATER SOLUTION TO TEST ALL PIPE FITTINGS AND CONNECTIONS DURING ALL 0 DRAWINGS SHALL GOVERN. BELOW PIPE). SAND IS NOT REQUIRED FOR PLASTIC SLEEVES CONTAINING STAINLESS STEEL STRENGTH TESTS. Z 0 D TUBING,AS LONG AS THE BACKFILL IS CLEAN OF LARGE DEBRIS OR OBJECTS WHICH MIGHT TUBING SHALL BE SEAMLESS, FULLY ANNEALED STAINLESS STEEL TUBE FOR co 1A.3 CONTRACTORS WORK SHALL CONFORM TO ALL OF THE 2010 INTERNATIONAL DAMAGE THE SLEEVE, GENERAL SERVICE CONFORMING TO THE REQUIREMENTS OF ASTM A269 FOR GRADES Lo BUILDING AND FIRE CODES, ORDINANCES AND REGULATIONS OF THE STATE. TP 304 OR TP 316 MATERIAL HAVING A MINIMUM ULTIMATE TENSILE STRENGTH OF 3.10 PURGING AND PRESSURIZING 'V"- o APPROVED DRAWINGS AND PERMITS SHALL NOT BE CONSTRUED TO PERMIT 2.3.7 SLURRY BACKFILL MAY BE REQUIRED IN HIGH TRAFFIC AREAS FOR EXPEDITING COMPLETION 75,000 PSI. TUBING SHALL BE COLD FINISHED AND FREE OF SCRATCHES. ALL TUBING >= WORK NOT CONFORMING WITH THE GOVERNING CODES AND SHALL NOT RELIEVE OF THOSE TRENCHES AS REQUIRED TO MAINTAIN EXISTING SITE OPERATIONS. IS SIZED ACCORDING TO THE MAXIMUM EXPECTED FLOW RATE AND MUST BE 3.10.1 ALL PURGING AND PRESSURIZING SHALL BE DONE BY CONTRACTOR. U) CONTRACTOR FROM COMPLYING WITH THE GOVERNING CODES, PLANS AND INSTALLED PER THE DRAWINGS. EXCEPTIONS TO THESE TUBING SPECIFICATIONS �§= SPECIFICATIONS. 2.18 ALL EXISTING ASPHALT SHALL BE SAWCUT TO ALLOW PLACEMENT OF FOOTINGS AND SLABS MUST BE APPROVED IN ADVANCE IN WRITING BY CITY, 3.10.2 BEFORE PRESSURIZING THE SYSTEM WITHNATURAL GAS,THE ESD SYSTEM MUST BE OPERATIONAL. NATURAL GAS SHALL NOT um AS WELL AS TO OPEN TRENCHES FOR PIPE,TUBING, AND CONDUITS. ASPHALT SHALL BE BE INTRODUCED INTO THE SYSTEM WITHOUT AUTHORIZATION. ALL AIR SHALL BE PURGED FROM THE ENTIRE SYSTEM TO THE 1.2 MAJOR EQUIPMENT TO BE INSTALLED PATCHED TO MATCH THE EXISTING ORIGINAL ALIGNMENT. CONTRACTOR SHALL ENSURE ALL BENDS MUST BE MADE WITH TUBING BENDERS AND SHOULD BE 90 DEGREE SATISFACTION OF CnYS REPRESENTATIVE PRIOR TO PRESSURIZING THE SYSTEM. AIR SHALL BE PURGED FROM ALL PIPING AND 0 Z W THAT PATCHED AREAS DO NOT PUDDLE. ANGLES WHENEVER POSSIBLE. ALL LENGTHS OF TUBING SHALL BE ANCHORED TO TUBING WHICH WILL CONTAIN GAS USING NITROGEN GAS TO DISPLACE THE AIR < 0 121 FAST-FILL DISPENSER ASSEMBLIES REQUIRE HIGH PRESSURE GAS SUPPLY AND PREVENT EXCESSIVE VIBRATION. ALL TUBING SHALL RUN TRUE TO THE VERTICAL W LL EMERGENCY SHUTDOWN CONNECTIONS. 2.3.9 CONTRACTOR SHALL PROTECT OPEN TRENCHES FROM WATER RUN-OFF OR RAIN. AND HORIZONTAL AXES OF THE EQUIPMENT. THE INTERNAL AND EXTERNAL 3.10.3 BEFORE NATURAL GAS IS INTRODUCED INTO ANY PIPING SYSTEM, ALL FABRICATION, TESTING AND WORK REQUIRING FLAME OR >m CONTRACTOR SHALL ANTICIPATE AND BE PREPARED TO AVOID ANY DELAYS DUE TO WATER SURFACES OF THE TUBING SHALL BE PROVIDED WITH ADEQUATE PROTECTION FROM SPARKLING DEVICES allALL BE COMPLETE. AFTER NATURAL GAS HAS BEEN INTRODUCED,WELDING OR OTHER WORK WHICH 1.2.2 CONTRACTOR SHALL FOLLOW MANUFACTURER'S RECOMMENDATIONS AND INFILTRATION OR RAIN, CORROSION AND ABRASION DURING NORMAL HANDLING AND STORAGE, THE COULD IGNITE NATURAL GA,�VAPORS SHALL BE DONE ONLY UPON AUTHORIZATION BY CITY'S REPRESENTATIVE. 0 INSTRUCTIONS FOR ALL EQUIPMENT. MANUFACTURER OR VENDOR SHALL BE PREPARED TO CERTIFY THAT THE TUBING z 2.3.10 CONTRACTOR SHALL NOT BACKFILL ANY TRENCH OR EXCAVATION WITHOUT INSPECTION BY CONFORMS WITH THE REQUIREMENTS OF THIS SPECIFICATION. 3.10.4 ONCE THE SYSTEM IS PRES$URIZE ALL VALVES,WELDS AND JOINTS WILL BE TESTED WITH A SUITABLE LEAK DETECTOR AND 0 % 1.3 SAFETY AND WORK CONDITIONS OR APPROVAL OF CITYICOUNTY INSPECTORS. SIGNED OFF BY CITY REPRESENTATIVE IF FOUND ACCEPTABLE. CONTRACTOR SHALL USE A SOAP AND WATER SOLUTION TO TEST ALL PIPE FITTINGS AND CONNECTIONS DURING START-UP OF THE EQUIPMENT 2.4 INSTALLATION p F, ALL OSHA RULES AND REGULATIONS CONCERNING HANDLING OF MATERIALS AND ALL WORK RELATED ACTIVITIES SHALL BE STRICTLY ADHERED TO. 2.4.1 CONTRACTOR SHALL CHECK THE ACCURACY OF PAD LOCATION, LEVEL, AND ELEVATION,AS MINIMUM TUBE WALL THICKNESS (INCHES) 3 10.5 APPLICABLE CODES FOR THE PROJECT WELL AS THE LOCATIONS AND PROJECTIONS OF ALL ANCHOR BOLTS AND EMBEDDED ITEMS. co 6) 1.4 TESTING AND INSPECTION OUTSIDE DIAMETER(INCHES) DE81GN PRESSURE is IN CASE OF DIFFERENCE AMONG BUILDING CODES, STATE LAWS AND FEDERAL LAWS, LOCAL ORDINANCES, INDUSTRY rn 1 2.4.2 CONTRACTOR SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF 4000 PSIG 5000 PS[G c � M CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING AND INSPECTING ALL STANDARDS AND CITY SPECIFICATIONS AND CONTRACT REQUIREMENTS, THE MOST STRINGENT SHALL GOVERN. CONTRACTOR CONCRETE, PIPING, AND TUBING, AND ELECTRICAL SYSTEMS. THE NEW CNG SPECIFIC COMPONENTS USED ON THE PROJECT. 1/4 0.0267 0,.0333 SHALL PROMPTLY NOTIFY THE CITY IN WRITING OF ANY SIGNIFICANT DIFFERENCE AND HOW CONTRACTOR PROPOSES TO EXR�/3 STATION CAN BE TEMPORARILY STARTED UP FOR TESTING BUT SHALL NOT BE 3/8 0,0400 0.0500 PROCEED, Ap 1; 2.5 CONCRETE TESTING 1/2 0.0533 0.0667 NOTHING IN THESE DRAWINGS AND SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING WITH C, PLACED IN OPERATION WITHOUT CITY APPROVAL. 2,:; 5/8 O.G667 0.0833 GOVERNING CODES, THIS SHALL NOT BE CONSTRUED AS TO RELIEVING CONTRACTOR FROM COMPLYING WITH ANY 2.5A FOR CONCRETE>3000 PSI CONTRACTOR SHALL MAKE ARRANGEMENTS WITH AN 3/4 0,0800 0.1000 REQUIREMENTS OF THE PLANS AND SPECIFICATIONS WHICH MAY BE IN EXCESS OF REQUIREMENTS OF THE HEREIN BEFORE OF CA10f 1.5 DRAWINGS INDEPENDENT TESTING AGENCY TO TEST CONCRETE CYLINDER FOR THE COMPRESSOR SKID. - 7/8 0.0033 0.1167 MENTIONED GOVERNING CODES AND RULES AND NOT CONTRARY TO SAME. ARE IN PLACE; GROUND WIRES ARE PROVIDED AND ALL WORK MUST BE COMPLETED IN ACCORDANCE WITH THE PERMIT SET OF TWO (2)CYLINDERS SHALL BE TESTED FROM EACH TRUCKLOAD OF CONCRETE. ALL 1 0,1067 0,1333 CONNECTED;AND TAGS, LABEL PLATES AND INSTRUCTION PLATES ARE ATTACHED AND SECURE. DRAWINGS WITH NO DEVIATIONS WITHOUT CITY APPROVAL. HANDLING OF SAMPLES SHALL MEET ASTM STANDARDS, COMPRESSION TESTS SHALL BE 1-1/4 0.1-333 0.1667 LOGGED AT THE 7 DAYAND 28 DAY MARK. CONTRACTOR SHALL FURNISH CITY WITH ALL TEST *THE MINIMUM TUBE WALL THICKNESS IS 0.065"WHEN THE CONTRACTOR TO PURCHASE AND INSTALL ALL NEW STATION SAFETY SIGNS AT THE MECHANICAL AND ELECTRICAL COMPLETION 2.0 CONCRETE, MASONRY AND EARTHWORK RESULTS FROM EACH SAMPLE. DESIGN PRESSURE IS 4,500 PSI AND OUTSIDE DIAMETER IS Y2". OF THE PROJECT. THESE SIGNS INCLUDE DECALS, PAINTED EMBLEMS,AND INDEPENDENT RIGID SIGNS ATTACHED TO COMPONENTS AS SHOWN ON APPLICABLE DRAWINGS. SPECIFICATIONS 2.5.2 IN THE EVENT OF CONCRETE SAMPLE TO FAIL COMPRESSIVE STRENGTH REQUIREMENTS, 2.1 GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL, REPAIR OR RECONSTRUCTION AND 3.11 POLYETHYLENE PIPE FOR LOW PRESSURE NATURAL GAS SERVICE PER THE PLASTIC PIPE MANUAL 2.1.1 ALL CONCRETE, MASONRY AND EARTHWORK SHALL COMPLY WITH THE DRAWINGS RE-TESTING OF NEW CONCRETE FOUNDATION AS DESCRIBED IN SECTION 2.5.1 PE IS LIGHTWEIGHT, FLEXIBLE AND AVAILABLE IN LONG COILS THEREBY MAKING IT EASY TO INSTALL AND MINIMIZING THE PROVIDED AND CURRENT EDITIONS OF THE FOLLOWING CODES: NUMBERS OF JOINTS IN THE PIPING SYSTEM. IT IS JOINED BY HEAT FUSION OR MECHANICAL FITTINGS AND DOES NOT CORRODE 2.6 FINISHES LIKE METAL PIPE. PE PROVIDES LONG-TERM RESISTANCE TO A VARIETY OF SERVICE CONDITIONS SUCH AS:ABRASION, a ACI (AMERICAN CONCRETE INSTITUTE)318 3.6 INSTALLATION TEMPERATURE AND SOIL SHIFTS, BENDING, WEATHERING, INTERNAL PRESSURE, DIRECT BURIAL, POINT LOADING AND * ASTM (AMERICAN SOCIETY OF TESTING AND MATERIALS) Cl 60 2.6.1 ALL CONCRETE FOUNDATIONS AND SLABS PROJECTING ABOVE GRADE SHALL HAVE SQUEEZE-OFF. a CRSI (CONCRETE REINFORCING STEEL INSTITUTE) CHAMFERED EDGES AS INDICATED ON THE DRAWINGS. ALL CONCRETE SLABS WILL BE 3.5,1 CONTRACTOR SHALL USE CERTIFIED TUBING IN.SST�,k IT SHALL BE THE LLERS. * CBC(CALIFORNIA BUILDING CODE) SMOOTH TROWEL FIN18H ON ALL CURB FACES AND EDGES AND ALL HORIZONTAL CONCRETE RESPONS181LITY OF CONTRACTOR TO HAVE TUBING INSTALLERS TRAINED AND PE GAS PIPE IS COMMONLY AVAILABLE IN SIZES FROM 1/2"CTS TO 16"IPS THE PERFORMANCE REQUIREMENTS FOR PE GAS PIPE SURFACES FOR WALKING OR STEPPING SHALL HAVE A BROOM FINISH EXCEPT WHEN CERTIFIED'BY A TUBE FITTING MANUFACTURER TO INSTALL TUBE AND REQUIRED 7_1 ARE GOVERNED BY ASTM D 2513, "STANDARD SPECIFICATION FOR THERMOPLASTIC GAS PRESSURE PIPE, TUBING, AND w 0�f 2.2 CONCRETE AND MASONRY MATCHING EXISTING CONCRETE SURFACES. ALL SLAB FINISHES SHALL BE FREE OF STAINS, FITTINGS PER THE MAN U FACTU RERS' INSTALLATION INSTRUCT,IONS. FITTINGS"AND ARE OUTLINE-D IN DOT PART 192 REGULATIONS.THE MAXIMUM SAFE PRESSURE (MAXIMUM 60 PSIG) FOR A GIVEN = w 0 F- DISCOLORATION,VOIDS, CRACKS OR SURFACE DISCONTINUITIES. IF ANY OF THESE PLASTIC PIPE IS DETERMINED BY THE PIPE'S WALL THICKNESS AND HYDROSTATIC DESIGN BASIS (HDB),THE PLASTIC PIPE ry __j 2.2.1 CONTRACTOR SHALL NOT MAKE ANY CONCRETE POURS WITHOUT FIRST CONDITIONS EXIST, CITY MAY REQUIRE CONTRACTOR TO REPLACE OR REPAIR THE SLAB. 3.5.2 ALL TUBING SHALL BE INSTALLED NEATLY AND IN A PROFESSIONAL MANNER. ALL < NOTIFYING THE CITY INSPECTOR. TUBING SHALL BE PROPERLY ANCHORED, SUPPORTED AND/OR PITCHED INDUSTRYS PRESSURE RATING METHOD. PE PIPE'S OPERATING TEMPERATURE RANGE IS FROM-20OF TO 100OF IN PRESSURE SERVICE, I F I CD 2,7 REMOVAL OF DIRT, DEBRIS, OR OTHER CONSTRUCTION MATERIAL DEPOSITED ON ANY PUBLIC ACCORDING TO CONSTRUCTION SPECIFICATIONS. ALL TUBING SHALL RUN TRUE ry co CL m 2.2.2 CEMENT SHALL MEET UBC STANDARD NO. 26-1 PORTLAND CEMENT AND BLENDED STREET NO LATER THAN THE END OF EACH WORKING DAY. TO VERTICAL AND HORIZONTAL AXES OF THE FACILITY. ALL VALVE HANDLES AND INSTALLATION OF PLASTIC PIPE CAN BE TRENCH-LAID, SLIP-LINED, OR DIRECTIONALLY DRILLED.THERE ARE THREE COMMON I I I . I I � . . -, HYDRAULIC CEMENTS. OPERATORS SHALL BE ACCESSIBLE FOR EASY OPERATION AND MAINTENANCE. CD CD C.D METHODS FOR JOINING- HEAT FUSION, ELECTRO-FUSION AND MECHANICAL FITTINGS. PIPE JOINTS CAN BE HEAT-FUSION = -7.) 2.2.3 CONCRETE FOR PADS AND BOLLARD FOOTINGS ARE DESIGNED FOR 2,500 PSI WITH 2.7.1 ALL DUST CONTROL MEASURES PER SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT BONDED, ONE LENGTH OF PIPE DIRECTLY TO ANOTHER,WHICH CREATES A LEAK-FREE SYSTEM WITHOUT THE NEED FOR A An- NO SPECIAL INSPECTION PER UBC CODE CHAPTER 17 SECTION 1701.5#2, FOR (SCAQMD) REQUIREMENTS SHALL BE ADHERED TO DURING THE GRADING OPERATIONS. 3.5.3 THE INTERNAL PIPE SURFACE SHALL BE CLEANED OVER ITS ENTIRE LENGTH, FITTING. THE FUSION-BOND AREA IS AS STRONG AS THE ADJOINING NATIVE PIPE. ELECTRO-FUSION CAN BE USED FOR A FUSION ADDITIONAL CONCRETE STRENGTH, USE 3,000 PSI CONCRETE FOR FOUNDATIONS REMOVING ALL DIRT, DEBRIS AND LOOSE CORROSION PRODUCTS BEFORE THE BOND WITH THE CONTROL BOX. SOME GAS COMPANIES PREFER MECHANICAL FITTINGS THAT HAVE BEEN DESIGNED FOR 2.8 OBSERVANCE OF WORKING HOURS AS STIPULATED ON PERMITS ISSUED BY THE PUBLIC PIPE IS LINED UP FOR WELDING. OPEN ENDS OF ALL STRING$OF PIPE SHALL BE AND FOOTINGS. NO SPECIAL INSPECTION IS REQUIRED, READY MIX CONCRETE PLASTIC PIPE. PE PIPE IS CHEMICALLY INERT TO ORGANIC SOLVENTS. WORKS DEPARTMENT. KEPT SECURELY CLOSED TO PREVENT THE ENTRANCE OF DIRT, DEBRIS,WATER uj CD SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH REQUIREMENTS OF UBC OR ANIMALS INTO THE PIPE. ALL END CLOSURES SHALL BE APPROVED BY CITY. C,4 STANDARD NO. 26-13. 2.9 THE CONSTRUCTION SITE SHALL ACCOMMODATE THE PARKING OF ALL MOTOR VEHICLES 2.2.4 ADDITIVES,ADMIXTURES OR AIR-ENTRAINING AGENTS SHALL NOT BE USED IN USED BY PERSONS WORKING AT OR PROVIDING DELIVERIES TO THE SITE. 3.6 FABRICATION, HANDLING AND S GROUT OR MORTAR, GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH 3,0 PIPING 3.6A ALL VALVE S, PRE-FABRICATED PIPING, FLANGES, ETC. SHALL BE PROTECTED OF 2,500 POUND PSI. MORTAR SHALL CONSIST OF A MIXTURE OF CEMENTITIOUS DURING STORAGE,TRANSIT AND ERECTION WITH PLYWOOD COVERS AT LEAST%�" MATERIALS TO ACHIEVE A WORKABLE PLASTIC CONSISTENCY. 3.1 GENERAL THICK AND SECURED WITH BOLTS OR NYLON TIES. SHOP FABRICATED SECTIONS SHALL NOT BE LEFT WITH OPEN ENDS EXPOSED TO ATMOSPHERE DURING 3.1.1 THIS SECTION OF THE SPECIFICATIONS,TOGETHER WITH SECTION I (SPECIAL CONDITIONS) STORAGE, TRANSIT OR ERECTION.SUITABLE CAPS SHALL BE PROVIDED ON ALL AND THE CONSTRUCTION DRAWINGS PROVIDED, COVER THE WORK TO BE PERFORMED FOR SCREWED CONNECTIONS TO PROTECT THREADS FROM DAMAGE IN TRANSIT OR THE COMPLETE FABRICATION, INSTALLATION AND TESTING OF THE PIPING/TUBING SYSTEMS HANDLING. REQUIRED FOR THIS PROJECT. 16.2 TEMPORARY SUPPORTS$'HALL BE PROVIDED AND INSTALLED DURING ERECTION M�n 3.1.2 THE WORK UNDER THIS SECTION OF THE SPECIFICATIONS INCLUDES ALL IN-GROUND PIPING TO AVOID OVERSTRESSING PIPING OR EQUIPMENT TO WHICH PIPING IS Envlrohm�ntal C) AND STAINLESS STEEL TUBING REQUIRED TO MAKE THE SYSTEMS OPERATIONAL, CONNECTED. 1644,-jqo%,lffLdAMlA0 REAL SAN CLEMENTE, CALIFORNIA 92672 r- C-4 TEL: (949) 340-7702 DRAWN: zic CHECKED: TEN Itl DATE: 03/20/13 T=1200 n SCALE: AS SHOWN Lij IJ NO.: CRM-KE t eqoS- V 0 :z 0 �t < U Li CD C) CD < cr_ LLJ :2 r--) U < c) < 4.0 ELECTRICAL 4.2.1 CONDUIT FITTINGS 4.3.3 TESTING (CONTINUED) o :i�_ 4.3.7 ABOVE GRADE CONDUIT C-) 11 4.1 GENERAL �7_ LED = CmD < CD < m im * CONDUIT FITT,INGS SHALL BE PVC COATED AND MADE OF NON-CORRODING ALL INSTALLATIONS AND WIRING SHALL BE THOROUGHLY TESTED TO DETERMINE PROPER FERROUS ALLOY, STANDARD FITTINGS WITH COVERS SHALL HAVE GASKETS AND POLARITY, PHASING, FREEDOM FROM GROUNDS AND SHORT CIRCUITS,AND FOR CONTINUITY SUPPORT EXPOSED CONDUIT ON MAXIMUM SIX(6) FOOT CENTERS AND WITHIN TWO (2) 4.1.1 SCOPE. THIS SECTION DESCRIBES THE MATERIALS, TOOLS,TRANSPORTATION, EQUIPMENT, NON-CORRODING ATTACHING SCREWS. AND OPERATION OF EQUIPMENT, METERS, RELAYS, INSTRUMENTS, ETC. FEET OF ANY CONNECTION POINT. CONDUIT AND FITTING MAY BE SUPPORTED FROM PERMITS AND PERFORMANCE OF ALL WORK REQUIRED AS INDICATED ON THE DRAWINGS FOR o CONDUIT BRUSHINGS ON RISERS INTO SWITCHGEAR SHALL BE INSULATING TYPE b) COMPLETE TEST AND INSPECTION RECORDS SHALL BE MADE BY THE CONTRACTOR AND MACHINERY SUPPORTING STRUCTURES ADEQUATE FOR ADDITIONAL WEIGHT. THE COMPLETE INSTALLATION AND TESTING OF ALL ELECTRICAL SYSTEMS FOR THE WITH GROUNDING TERMINAL. BRUSHINGS IN PANELS AND EQUIPMENT SHALL BE INCORPORATED INTO A REPORT WHICH SHALL BE GIVEN TO THE CITY INSPECTOR. ALL CONDUIT AND FITTINGS CAN NOT BE CLAMPED OR WELDED OR BOLTED TO VESSELS COMPRESSED NATURAL GAS (CNG) FUELING STATION. THIS INCLUDES BUT IS NOT LIMITED TO INSULATING TYPE, READINGS TAKEN SHALL BE RECORDED. THE CONTRACTOR SHALL GIVF:THE CITY INSPECTOR FOR MACHINERY EXCEPT AS SPECIFICALLY PERMITTED BY CITY OR As SHOWN ON THE DRAWINGS. THE FOLLOWING TASKS: SUFFICIENT NOTICE OF ALL TESTS SO THAT THE CITY REPRESENTATIVE MAY BE PRESENT 4.2.2 CONCRETE FOR DUCT BANKS (AS REQUIRED BY LOCAL AGENCIES OR UTILITY COMPANIES) (MINIMUM OF 48 HOURS). TH18 IS TO BE WORKED OUT AND COORDINATED BETWEEN THE CITY a FACTORY 90 DEGREE CONDUIT BENDS SHALL BE USED FOR CONDUIT SIZES I Y2-INCHES 0 INSTALLATION OF ELECTRICAL POWER CONDUIT AND CONNECTION TO THE NEW 480 V CNG AND CONTRACTOR FOR A MUTUAL UNDERSTANDING OF RESPONSIBILITIES. AND ABOVE. RADIUS OF FIELD BENDS SHALL NOT BE LESS THAN 10 TIMES DIAMETER PANEL, m CONCRETE FOR ENCASING CONDUITS SHALL BE MINIMUM 3000 PSI COLORED A c) ALL TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE CITY INSPECTOR UNLESS OF CONDUIT. CONDUIT BENDS AND OFFSETS SHALL BE AVOIDED WHERE POSSIBLE. 6 INSTALLATION OF INSTRUMENTATION AND CONTROLS CONDUIT AND WIRE AS SHOWN ON DISTINCTIVE BRIGHT RED. RED COLORING SHALL BE A RED OXIDE AND SHALL BE INSTRUCTED OTHERWISE. THIS IS TO BE WORKED OUT AND COORDINATED BETWEEN THE CITY CONDUIT FLATTENED OR WRINKLED DURING BENDING SHALL NOT BE USED. DRAWINGS. MINIMUM 11 POUNDS PER CUBIC YARD OF CONCRETE. AND THE CONTRACTOR FOR A MUTUAL UNDERSTANDING OF RESPONSIBILITIES. a ENDS OF ALL CONDUITS TERMINATING IN OTHER THAN WIRING DEVICE BOXES SHALL BE 0 INSTALLATION OF EQUIPMENT GROUNDING SYSTEM AS SHOWN ON DRAWINGS. a AGGREGATE FOR ENCASING CONCRETE (CAN BE SAN GABRIEL VALLEY TYPE)SHALL d) ALL TESTING SHALL BE SCHEDULED BY THE CONTRACTOR AND COORDINATED WITH THE CITY PROVIDED WITH INSULATED BUSHINGS. INSULATED GROUNDING BUSHINGS WITH 0 INSTALLATION OF ALL UNDERGROUND ELECTRICAL DUCT BANKS AND PULL-BOXES AS SHOWN BE NO LARGER THAN-/2`. DUCT BANKS SHALL BE ENCASED WITH A MINIMUM INSPECTOR. NO TESTING SHALL BE DONE WITHOUT THE GITY'S APPROVAL. THROUGH-TERMINALS FOR NO. 6 AWG WIRE SHALL BE PROVIDED ON ALL CONDUITS ON DRAWINGS, COVER OF 3-INCHES ON TOP, BOTTOM AND SIDES, TWO OR MORE CONDUITS e) AUTHORIZATION MUST BE OBTAINED FROM THE CITY INSPECTOR BEFORE ANY WORK IS DONE RISING INTO MOTOR CONTROL CENTERS AND SWITCHBOARDS. ui a INSTALL FLEXIBLE LIQUID-TIGHT STEEL CONDUIT BETWEEN RIGID 4.1.2 CODES SHALL BE ENCASED IN A LIKE MANNER WITH A MINIMUM SPACING OF 2-INCHES ON AN ENERGIZED CIRCUIT. THERE SHALL BE NO INTERRUPTION OF ENERGIZED CIRCUITS , CONDUIT AND ALL z 0 BETWEEN CONDUITS, UNLESS AUTHORIZED OTHERWISE. WITHOUT PREVIOUS ARRANGEMENTS WITH THE CITY INSPECTOR. MOTORS,VIBRATING EQUIPMENT, MOVABLE EQUIPMENT, AND INSTRUMENTS & PROVIDE CONDUIT DUCT SPACERS FOR TWO OR MORE CONDUIT DUCTS THAT ARE ALL CABLES AND EQUIPMENT, INCLUDING MOTORS AND TRANSFORMERS, SHALL BE TESTED MINIMUM I-FOOT AND MAXIMUM 3-FEET IN LENGTH. 0 MATERIALS, EQUIPMENT AND INSTALLATION PROVIDED AND PERFORMED UNDER THIS RUN IN PARALLEL. THE CONDUIT DUCTS SPACERS SHALL BE NON-METALLIC. FOR GROUND AND SHORTS BY MEANS OF A MEGGER INSULATION TESTING INSTRUMENT, a INSTALL CONDUIT SEALS WHERE REQUIRED. POUR SEALS WITH THE SEAL 0 SECTION SHALL CONFORM TO THE LAI-EST REQUIREMENTS OF THE FOLLOWING CODES: WHICH SHALL IMPRESS A VOLTAGE OF NOT LESS THAN 500 VOLTS DC UPON THE CIRCUIT MANUFACTURER'S SPECIFIED COMPOUND AFTER SYSTEMS ARE FUNCTIONAL AND 2010 NATIONAL ELECTRIC CODE 4.2.3 CABLE AND WIRE TERMINATIONS UNDER TEST. HAVE BEEN ACCEPTED BY CITY. SEAL FITTING PLUGS SHALL NOT BE INSTALLED FOR :E g) INSULATION RESISTANCE TEST ON 480 VOLT CIRCUITS SHALL BE MADE TO 1 1/2 TIMES THE 24 HOURS AFTER POURING SEALING COMPOUND. SUBCHAPTER 5, ELECTRICAL SAFETY ORDERS * ALL POWER CABLE SHALL BE TERMINATED IN PRESSURE LUGS, CIRCUIT VOLTAGE RATING. & OPEN ENDS OF CONDUIT SHALL BE CAREFULLY PLUGGED DURING CONSTRUCTION TO < Z NATIONAL FIRE PROTECTION ASSOCIATION NO. 70, NEC PREVENT THE ENTRANCE OF FOREIGN MATERIALS. AFTER CONDUITS ARE < el%% o CONTROL ALARM AND SIGNAL WIRE SHALL BE TERMINATED WITH PRESSURE h) WHERE TESTS INDICATE THAT INSULAT ION WAS DAMAGED BY HANDLING OR DURING INSTALLED, PULL A MANDREL THROUGH EACH CONDUIT TO CLEAR THE CONDUIT OF kj NATIONAL ELECTRICAL TESTING ASSOCIATION (NETA) APPLIED SPADE OR RING LUGS ON SCREW TERMINALS. SOLDER CONNECTIONS INSTALLATION, NEW CABLE SHALL BE INSTALLED AT CONTRACTOR'S EXPENSE. DEBRIS. FOLLOW THE MANDREL WITH WIRE BRUSHES AND SWABS TO COMPLETELY uj ARE NOT ALLOWED, AFTER THE GROUNDING SYSTEM HAS BEEN INSTALLED, CONTRACTOR SHALL PERFORM THE IN CASE OF DIFFERENCE BETWEEN BUILDING CODES, SPECIFICATIONS, STATE LAWS AND FOLLOWING: CLEAN THE CONDUIT. IMMEDIATELY AFTER A CONDUIT IS CLEANED, PLUG OR CAP cn FEDERAL LAWS, LOCAL ORDINANCES, INDUSTRY STANDARDS AND UTILITY CITY REGULATIONS .0e 4.2.4 ENCLOSURES THE RUN. INSTALL PULL STRINGS IN ALL SPARE CONDUITS. &.. AND THE CONTRACT DEPARTMENTS, THE MOST STRINGENT SHALL GOVERN. CONTRACTOR * COVER OPENINGS ON CONDUIT FITTINGS SHALL NOT BE BLOCKED BY STRUCTURAL z a) MEASURE GROUND RESISTANCE OF THE GROUNDING SYSTEM WITH A MEGGER(TWO TEST STEEL OR PIPE WHICH WOULD CAUSE THE N ECESSITY OF DISASSEMBLY OF PIPE OR < SHALL PROMPTLY NOTIFY THE CITY IN WRITING OF ANY SUCH DIFFERENCE. ENCLOSURES FOR EQUIPMENT AND DEVICES SHALL BE UL LISTED MINIMUM NEMA PROBES TYPE)GROUND TESTER. TEST SHALL BE MADE IN THREE (3)WIDELY SEPARATED OTHER EXTREME MEASURES FOR ACCESS TO THE INTERIOR OF FITTINGS FOR Z SHOULD ANY CHANGES TO WORK INDICATED ON THE DRAWINGS OR DESCRIBED IN 4X (DUST AND WATER-TIGHT) IN NON-HAZARDOUS EXTERIOR AREAS, AND NEMA 7 LOCATIONS AS SPECIFIED BY THE CITY INSPECTOR AND SHALL SHOW A RESISTANCE OF FUTURE WIRE REPLACEMENT AND PULLING. 0 0 SPECIFICATIONS BE NECESSARY IN ORDER TO COMPLY WITH ABOVE REQUIREMENTS, IN CLASS 1, GROUP"D"EXTERIOR AREAS. TWENTY-FIVE (25) OHMS OR LESS. ALL GROUNDS SHOULD BE THROUGH SLAB, HIDDEN WHERE o ON MASONRY AND CONCRETE STRUCTURES, CONDUITS SHALL BE ATTACHED WITH 2E OPN CONTRACTOR SHALL NOTIFY CITY REPRESENTATIVE IMMEDIATELY IN WRITING FOR ENCLOSURES IN EXTERIOR NON-HAZARDOUS AREAS SHALL BE PROVIDED WITH POSSIBLE AND PROTECTED BY I" PVC CONDUIT. ON E-HOLE PIPE STRAPS AND CLAMP-BACKS USING SCREW ANCHORS OR EXPANSION uj APPROVAL OF REQUIRED MODIFICATIONS. WATER-TIGHT CONDUIT HUBS ON TOP AND VERTICAL SURFACES. GASKET AND b) TESTS MUST BE COMPLETED AND THE GROUNDING SYSTEM APPROVED BEFORE GROUND 0 "0" RINGS SHALL BE INSTALLED AS INSTRUCTED BY MANUFACTURER TO MAINTAIN RODS ARE COVERED. BOLTS. 0. < Z 4.2 MATERIALS WEATHER TIGHTNESS. c) ALL ABOVE GRADE CONNECTIONS SHALL BE ACCESSIBLE FOR INSPECTION AND TESTING. s EXPOSED CONDUIT SHALL BE INSTALLED PARALLEL TO STRUCTURAL MEMBERS AND PULL BOXES OR JUNCTION BOXES SHALL BE UL LISTED FOR NEMA 4X(DUST SURFACES. W (m (J 0 4.2.1 GENERAL AND WATER-TIGHT) IN NON-HAZARDOUS EXTERIOR AREAS, AND NEMA 7 ON INTERLOCKING CONTROL AND INSTRUMENTATION WIRING FOR EACH SYSTEM AND/OR PART OF A o TWO OR MORE CONDUITS IN THE SAME GENERAL ROUTING SHALL BE PARALLEL WITH CLASS 1, GROUP"D"EXTERIOR AREAS. SYSTEM SHALL BE CAREFULLY CHECKED TO ASCERTAIN THAT THE SYSTEM WILL FUNCTION SYMMETRICAL BENDS. Z 0 cn ALL MATERIALS SHOWN ON DETAILS AND PLAN DRAWINGS ARE THE PRIMARY ITEMS OF PROPERLY AS INDICATED BY WIRING DIAGRAMS, SCHEMATIC DIAGRAMS, DESCRIPTION OF 0 CONDUITS SHALL BE AT LEAST 6-INCHES FROM HIGH TEMPERATURE PIPING, DUCTS U Lo CONSTRUCTION AND ARE NOT TO BE CONSTRUED AS ALL INCLUSIVE. CONTRACTOR SHALL 4.2.5 EQUIPMENT MOUNTING OPERATION, ETC. AND FLUES. COMPLETE ALL ELECTRICAL INSTALLATIONS IN A NEAT, PROFESSIONAL AND WORKMAN-LIKE CONTRACTOR SHALL :$�ET CIRCUIT BREAKERS AND RELAYS SO THAT EQUIPMENT WILL BE IN a CONDUIT CONNECTIONS TO SHEET METAL ENCLOSURES SHALL BE SECURELY ell% MANNER, EQUIPMENT SHALL BE SECURED WITH CORROSION-PROOF BOLTS, STRAPS, HANGERS AND PROPER OPERATING CONDITION BEFORE BEING PLACED IN SERVICE. FASTENED BY LOCKNUTS INSIDE AND OUTSIDE. k..) DESIGN DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW OFFSETS, BENDS, ELBOWS OR SUCH OTHER HARDWARE AND DEVICES AS ARE NECESSARY OR APPROPRIATE. UPON COMPLETION OR PRELIMINARY CHECKS,ALL EQUIPMENT SHALL BE TESTED FOR m CONDUIT8SHALL BE INSTALLED BETWEEN THE REINFORCING STEEL WALLS OR SLABS U) OTHER SPECIFIC ELEMENTS WHICH MAY BE REQUIRED FOR PROPER INSTALLATION. EXCEPT SATISFACTORY OPERATION. CONTRACTOR SHALL START EQUIPMENT AS DIRECTED BY THE CITY WHICH HAVE REINFORCEMENT IN BOTH FACES. IN SLABS WHICH HAVE ONLY A um WHERE SHOWN IN DIMENSIONAL DETAIL, THE LOCATIONS OF SWITCHES, RECEPTACLES, 4�3 INSTALLATION REQUIREMENTS INSPECTOR. SINGLE LAYER OF REINFORCING STEEL, CONDUITS SHALL BE PLACED UNDER THE LIGHTS, MOTORS, OUTLETS AND OTHER EQUIPMENT SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL MAKE A VISUAL INSPECTION OF ALL ELECTRICAL SYSTEMS TO ENSURE THAT REINFORCEMENT. Z uj SUCH ITEMS SHALL BE PLACED SO AS TO ELIMINATE INTERFERENCE WITH DUCTS, PIPING AND 4.3.1 CONNECTIONS AND CONTROLS EQUIPMENT IS CLEAN; STRUCTURAL ELEMENTS ARE COMPLETE AND TIGHT; COVERS AND PLATES 0 EQUIPMENT. THE EXACT LOCATION SHALL BE DETERMINED IN THE FIELD. AND TRIM ARE IN PLACE; ELECTRICAL CONNECTIONS ARE TIGHT; WIRE AND CABLE ARE PROPERLY 4.3,8 GROUNDING n EQUIPMENT SIZES SHOWN ON THE DRAWINGS ARE MINIMUM UNLESS OTHERWISE INDICATED, * CONTRACTOR SHALL WIRE ALL CONTROL DEVICES FURNISHED BY OTHERS IN HARNESSED, SECURED AND IDENTIFIED; CONDUITS ARE BUSHED,TAGGED AND SUPPORTED; >w U. BEFORE INSTALLING ANY WIRE OR CONDUIT, CONTRACTOR SHALL OBTAIN THE EXACT ACCORDANCE WITH SCHEMATIC AND WIRING DIAGRAMS FURNISHED WITH THE SEALS ARE IN PLACE; GROUND WIRES ARE PROVIDED AND CONNECTED;AND TAGS, LABEL PLATES a GROUND WIRES SHALL BE CARRIED WITH PHASE WIRES AS SHOWN ON THE DRAWINGS. EQUIPMENT REQUIREMENTS AND SHALL INSTALL WIRE, CONDUIT, DISCONNECT SWITCHES, EQUIPMENT, THIS SPECIFICATION AND CONSTRUCTION DRAWINGS. AND INSTRUCTION PLATES ARE ATTACHED AND SECURE. WIRE SHALL BE GREEN COLORED STRANDED TYPE THW OR THWN. SECURE (D CIRCUIT BREAKERS AND OTHER ITEMS OF THE CORRECT SIZE FOR THE EQUIPMENT a CONTROL AND INSTRUMENTATION WIRING SHALL BE CONTINUOUS FROM POINT TO CONNECTIONS TO EQUIPMENT AND AT GROUND BUSSES AND BARS IN THE PANEL ACTUALLY INSTALLED. HOWEVER, WIRE AND CONDUIT SIZES SHOWN ON THE DRAWINGS POINT. IN-LINE SPLICES SHALL NOT BE ALLOWED. 4.3.4 ENCLOSURES BOARD. z SHALL BE TAKEN AS A MINIMUM AND SHALL NOT BE REDUCED WITHOUT WRITTEN APPROVAL. 10 a INSTALL THE NEW GROUND GRID AS SHOWN ON THE DRAWINGS. * THE MAXIMUM NUMBER OF CONTROL WIRES TERMINATING AT ONE TERMINAL CONTRACTOR SHALL OPERATE ALL CIRCUIT BREAKERS, HAND SWITCHES AND PUSH-BUTTONS BY THE ELECTRICAL WORK SHALL BE COORDINATED WITH THE WORK OF ALL OTHER TRADES. CONNECTOR SHALL BE TWO. IN CASES WHERE ADDITIONAL TERMINATING POINTS HAND TO DEMONSTRATE PROPER MECHANICAL FUNCTIONING. s DEPTH OF GROUND LOOPS SHALL BE 18-INCHES MINIMUM BELOW FINISH GRADE IN ALL AREAS UNLESS NOTED OTHERWISE. FIXTURES SHALL BE ENERGIZED TO CHECK FOR PROPER WORKING ABILITY, FAILURE OF COORDINATION SHALL INCLUDE ADEQUATE CLEARANCES FOR THE INSTALLATION AND ARE REQUIRED, THE TERMINAL DIRECTLY ADJACENT IS TO BE USED WITH THE * BELOW GRADE GROUND CABLE SHALL BE BARE STRANDED COPPER UNLESS NOTED MAINTENANCE OF EQUIPMENT AND PHYSICAL AND ELECTRICAL REQUIREMENTS OF ITEMS OR OPPOSITE SIDE BRIDGED IF IT IS NOT USED. BALLAST'S AND CIRGUITING WHERE APPLICABLE. OTHERWISE. _j EQUIPMENT REQUIRING CONNECTIONS PROVIDE ELECTRIC SERVICE, EXTEND CONDUITS AND * WIRE AND CABLE SHALL BE PULLED INTO CONDUIT USING A TYPE OF UPON COMPLETION OF THE WORK AND PRIOR TO ACCEPTANCE BY CITY INSPECTOR, MAKE ALL NECESSARY CONNECTIONS AS REQUIRED TO MINIMIZE INTERRUPTION OF LUBRICATING COMPOUND RECOMMENDED BY THE WIRE AND CABLE MANUFACTURER. CONTRACTOR SHALL INSTALL A COMPLETE SET OF LAMPS AND TUBES OF THE SIZE REQUIRED ALL CONTACT SURFACES SHALL BE THOROUGHLY CLEANED AND BRIGHT BEFORE SERVICES. HAND ASSIST WIRE INTO CONDUITS. MAXIMUM TENSION SHALL NOT EXCEED FOR THE FIXTURES SPECIFIED ON THE DRAWINGS, CONNECTIONS ARE MADE TO ENSURE MAKING GOOD ELECTRICAL CONTACT. 4.2.2 CABLE AND WIRE MANUFACTURER'S RECOMMENDATIONS. RESISTANCE OF THE ELECTRODE AND GRID SYSTEM TO GROUND SHALL NOT EXCEED & c a ALL WIRE IN EQUIPMENT SHALL BE NEATLY LAID IN AND BE HARNESSED WITH 4.3.5 ENCLOSURES AND SUPPORTS 25 OHMS UNLESS SPECIFIED OR APPROVED OTHERWISE; IF THE RESISTANCE * exp. NYLON STRAPS, EXCEEDS 25 OHMS,ADDITIONAL ELECTRODES SHALL BE DRIVEN AND CONNECTED IN CABLE AND WIRE FOR SERVICE AT 600 VOL ITS AND BELOW SHALL BE 600 VOLT STRANDED SUPPORTS AND ENCLOSURES SHALL BE PROVIDED FOR ALL EQUIPMENT. PARALLEL,AS REQUIRED. 1p COPPER,TYPE THHN/THWN SIZE#12 AWG THROUGH 48 AWG AND TYPE XHHW SIZE#6 AWG 4.3.2 IDENTIFICATION AND LABELING BOLT ELECTRICAL EQUIPMENT TO RACKS,TO PLATES WELDED TO RACKS, TO PLATES WEL ED OR a ALL BELOW GRADE CABLE CONNECTIONS SHALL BE MADE BY THE "CADWELD" AND LARGER. D PROCESS. BOLTED TO OTHER STRUCTURES, TO BUILDINGS, OR WHERE PERMITTED TO EQUIPMENT. 00 NOT * GROUND CABLES SHALL BE CAREFULLY PLACED AS NEARLY AS PRACTICABLE IN THE of GROUND WIRE SHALL BE MEDIUM DRAWN BARE COPPER STRANDED. ALL CONNECTIONS AND * INSTALL NON-CORRODING METAL-STRIP CONDUIT TAGS WITH EMBOSSED CONDUIT WELD ELECTRICAL EQUIPMENT. PROVIDE BACKING PLATES WHERE EQUIPMENT IS ATTACHED IS POSITION AND CONFIGURATION SHOWN ON THE DRAWINGS IN SUCH A MANNER AS FITTINGS SHALL BE CAST COPPER ALLOY BODY. NUMBERS AT END POINTS OF ALL CONDUITS AND AT PENETRATIONS INTO SLABS, ATTACHED TO METAL THAT IS LESS THAN 1/8-INCH THICK. CONDUIT BOXES UP TO 6-fNCHES NOT TO BE DISLODGED OR DISPLACED BY BACKFILLING OR OTHER CONSTRUCTION. INSTRUMENT WIRING SHALL BE AS CALLED FOR ON DRAWINGS. GROUND AND THE EQUIPMENT, ATTACHED WITH DOUBLE METAL BANDS, SQUARE MAY BE SUPPORTED IN CONDUIT RUNS WITHOUT ADDITIONAL SUPPORT. REFER TO a CONTROL WIRES SHALL BE IDENTIFIED WITH IMPRINTED SLIP-ON HEAT SHRINK DRAWING DETAILS. 4.2.3 GROUNDING. GROUND RODS SHALL BE 5/8-INCH DIAMETER BY 10-FOOT LONG COPPER CLAD SLEEVES, SUPPLEMENTARY SUPPORTS, CLIPS AND BRACKETS SHALL BE CONSTRUCTED FROM STANDARD STEEL. CONNECTIONS TO GROUND RODS AND THE MAIN GROUND GRID SHALL BE MADE WITH o ALL SPARE CONDUCTORS SHALL BE TAPED AT EACH END AND IDENTIFIED AS ROLLED STEEL SHAPES HOT DIPPED GALVANIZED AFTER FABRICATION. ANGLES, PLATES, EXOTHERMIC WELD$OR TELEDYNE-PENNUNION SERIES GGCP COMPRESSION CONNECTORS. SPARE, CHANNELS, UNI-STRUT, POWER STRUT OR RODS MAY BE USED FOR THIS PURPOS E. WELDING TO SPECIFICATIONS CONNECTIONS TO EQUIPMENT SHALL BE MADE WITH COPPER OR BRONZE SPLIT BOLT * THE INSULATION OF A SINGLE-CONDUCTOR WIRE WILL BE COLORED AS FOLLOWS: A GALVANIZED STRUCTURE SHALL NOT BE PERMITTED. USE CORROSION-PROOF BOLTS, STRAPS, CONNECTORS, SPLIT BOLT CONNECTOR$ SHALL BE ATTACHED TO EQUIPMENT STRUCTURE ETC. THAT HAS BEEN STEEL BRUSHED TO BRIGHTNESS AND LUBRICATED WITH AN ELECTRICALLY 120/208 VOLT CIRCUITS RACKS SHALL BE STRUCTURAL SHAPES WELDED OR BOLTED TOGETHER AND SUPPORTED FROM CONDUCTING COMPOUND MADE FOR THAT PURPOSE. WIRE SIZE WILL BE AS CALLED FOR ON NEUTRAL WHITE OTHER STRUCTURE OR INDEPENDENTLY SUPPORTED BY CONCRETE FOUNDATIONS. REFER To PLANS. PHASE A BLACK DRAWING DETAILS. 4.2.4 MATERIAL PHASEB RED 5.0 PAINTING PHASE C BLUE 4,3.6 UNDERGROUND CONDUITS T 5.1 GENERAL tE ELECTRICAL AND INSTRUMENTATION MATERIALS AND EQUIPMENT SHALL CONFORM TO THE 277/480 VOLT CIRCUITS ALL SINGLE AND MULTIPLE UNDERGROUND CONDUIT RUNS SHALL BE A MINIMUM OF 24-INCHES (-) :z: Lli ry REQUIREMENTS OF UNDERWRITERS LABORATORIES (UL)AND BE LISTED AND LABELED FOR NEUTRAL WHITE BELOW FINISH GRADE TO TOP OF FIRST CONDUIT. ALL UNDERGROUND CONDUIT RUNS MUST BE 5.1.1 ALL METAL SURFACES TO BE PAINTED SHALL BE PREPARED TO RECEIVE THE PROPER THE INTENDED APPLICATION. PHASE A BROWN CLEAR OF CROSSING PIPES OR STRUCTURES BY AT LEAST 6-INCHES;THUS, MINIMUM DEPTHS APPLICATIONS OF PRIMER AND COLD GALVANIZED PAINT IN ACCORDANCE WITH THE < < MATERIALS AND EQUIPMENT FURNISHED BY THE CONTRACTOR SHALL BE NEW, AND BE IN PHASEB ORANGE MAY BE REQUIRED THAT ARE GREATER THAN 24-INCFIFS PREVIOUSLY DESCRIBED. CITY'$SPECIFICATION , SURFACES SHALL BE MASKED AND CLEAN OF DUST, DIRT AND 5; 0 UJ CD 2 COMPLIANCE WITH THE SPECIFICATION REQUIREMENTS. MATERIALS AND EQUIPMENT SHALL PHASE C YELLOW CONDUITS PLACED UNDERGROUND SHALL BE RUN AS SHOWN ON DRAWINGS AND SUPPORTED A DEBRIS. FLOOR AND GROUND SURFACES SHALL BE PREPARED FOR ACCIDENTAL ry co cl- m DUPLICATE ITEMS THAT HAVE BEEN IN SATISFACTORY COMMERCIAL OR INDUSTRIAL USE AT MINIMUM OF EVERY 10-FEET TO PREVENT SAGGING WHILE WAITING FOR ENCASEMENT OR SPILLS OF PAINT. ALL SURFACES SHALL BE PRIMED PRIOR TO FINAL PAINT I I I LEAST TWO YEARS PRIOR TO AWARD OF CONTRACT. BACKFILL, CONDUITS RUN IN MULTIPLE SHALLBE SEPARATED AT LEAST 24NCHES CLEAR. THEY APPLICATION. CD CD CD >_ ____) ___l) "7) ALL CONDUIT, CONDUIT FITTINGS AND ENCLOSURES SHALL BE PROPERLY PROTECTED FROM 4.3.3 TESTING SHALL BE SEPARATED EVENLY THROUGHOUT THE RUN, EXCEPT WHERE IT IS NECESSARY TO FAN 5.1.2 DO NOT PAINT ELECTRICAL EQUIPMENT. FIELD CONTROL STATIONS AND CONNECTION ANY MOISTURE EXPOSURE DURING STORAGE. THE CONTRACTOR SHALL ENSURE THAT AT OUT AT RISERS AND TRANSITIONS, CHANGE OF HORIZONTAL DIRECTIONS OF CONDUIT RUNS BOXES SHALL BE PAINTED TO MATCH EXISTING EQUIPMENT. MASK LABEL PLATES, THE TIME OF USE,THE MATERIALS ARE CLEAN, DRY AND SUITABLE FOR ITS INTENDED USE. 9 CONTRACTOR SHALL PROVIDE EQUIPMENT, MATERIAL AND LABOR REQUIRED TO SHALL BE MADE IN LONG, GENTLE SWEEPS. INSTALL SPARE CONDUITS AS SHOWN ON DRAWINGS, NAMEPLATES AND OPERATORS PRIOR TO PAINTING AND REMOVE AFTER COMPLETION. 4.2.5 CONDUIT PERFORM THE OPERATIONS AND TESTS HEREIN DESCRIBED. BACKFILL AND TRENCHING SHALL BE CONSISTENT WITH THE PROVISIONS OF SPECIFICATION S- . 5.1.3 ALL NEW CONDUITS AND FITTINGS ATTACHED TO AN EXISTING BUILDING SHALL BE r--) a ALL EQUIPMENT USED FOR TESTING SHALL BE SUITABLE FOR THE INTENDED USE, WHERE MULTIPLE CONGUITS, COME TO THE SURFACE,THROUGH SLABS OR PADS, CONCRETE PAINTED TO MATCH EXISTING BUILDING COLOR. ---I cn CD ALL METERS USED IN TESTS SHALL BE CALIBRATED PRIOR TO USE AND A ENCASEMENT SHALL CONTINUE TO 6-INCHES.ABOVE THE SURFACE. THE CONCRETE CROSS 5.1.4 ALL EXPOSED PIPE FITTINGS ABOVEGROUND SHALL BE PRIMED AND PAINTED "BLACK" :.;- P�-) CONDUIT FOR PERMANENTLY INSTALLED NON-FLEXING SERVICE SHALL BE RIGID GALVANIZED ' RECORD OF THE CALIBRATION ATTACHED TO THE RESPECTIVE TEST MEMORANDUM. SECTION ABOVE THE SURFACE SHALL BE ROUND OR RECTANGULAR AS APPROPRIATE,TRAWLED OR A COLOR MATCHING THE EXISTING. THIS WILL INCLUDE NEW PIPING PROVIDED BY C) STEEL OR PVC. ,::I- cn THE CONTRACTOR SHALL PERFORM SUCH TESTS AS DESCRIBED BELOW TO SMOOTH, WITH 46 DEGREE BEVELED CORNERS. CONTRACTOR SUPPLIED PIPE (I.E., ASME VESSEL VENTS SHALL BE PAINTED "WHITE'TO �� [� CONDUIT INSTALLED UNDERGROUND SHALL BE PVC SCHEDULE 40 UNLESS OTHERWISE DEMONSTRATE TO THE WHERE A SINGLE CONDUIT COMES TO THE SURFACE THROUGH SLABS OR PADS, CONCRETE MATCH EXISTING). SWAGE FITTINGS AND PIPE �ABOVE THE GROUND SHALL BE (zi , CITY DESIGNATED INSPECTOR THAT THE ELECTRICAL NOTED OR REQUIRED TO MEET UTILITY CITY REQUIREMENTS. COMPONENTS AND SYSTEMS ARE COMPLETE, INSTALLED PROPERLY, TO THE CITY ENCASEMENT SHALL TERMINATE AT THE SLAB OR PAD SURFACE. IF RISING INTO SLAB-MOUNTED WRAPPED AND/OR PAINTED"BLACK." FLEXIBLE CONDUIT SHALL BE STEEL LIQUID-TIGHT WITH A PVC JACKET SUITABLE FOR THE INSPECTOR'S SATISFACTION,AND ARE FUNCTIONING PROPERLY. WHEN OR PAD MOUNTED SWITCHBOARDS, MOTOR CONTROL CENTERS AND SIMILAR EQUIPMENT, 5.1.5 ALL NEWLY INSTALLED METAL PLATES, COVERS AND BARRIERS SHALL BE PRIMED AND AREA CLASSIFICATION IN WHICH IT IS TO BE INSTALLED. DEFICIENCIES ARE FOUND,THE DEFICIENCY SHALL BE CORRECTED AND THE TEST EXTEND THE CONDUIT UP 3-INCHES AND BUSH WITH AN INSULATED GROUNDING BUSHING. PAINTED TO MATCH ITS SURROUNDINGS. RERUN. THIS PROCEDURE SHALL BE REPEATED UNTIL THE DEFICIENCY IS ALL PVC CO'NDUIT RUNS COMING UP TO A CONCRETE SLAB, PAD OR ABOVE GRADE CONDUIT RUN CLEARED. TESTS SHALL BE PERFORMED BY QUALIFIED AND EXPERIENCED SHALL BE TERMINATED WITH A RIGID STEEL CONDUIT RISER AND THE APPROPRIATE ADAPTER PERSONS AND WITNESSED BY THE CITY INSPECTOR. FOR THIS TRANSITION OR AS NOTED ON THE PLANS. ARRANGEMENT AND GROUPING OF DUCTS SHALL BE AS SHOWN ON THE DRAWINGS FROM PLACE-TO-PLACE AND SHALL BE INSTALLED AT ELEVATIONS AND COORDINATES SHOWN. Katandin ETvfronmental 1644 N EL CAMINO REAL SAN CLEMENTE, CALIFORNIA 92672 TEL: (949)340-7702 CD DRAWN: ZJG CHECKED.� TEN DATE: 03/20/13 T=201 6:� SCALE: AS SHOWN 0- JOB NO.: CRM-KE 40 W& 240SO 414 &-P-4 2 - .J- Arlb CD Cl SITH STREET ZIC ® POINT OF ACCESS x R/ 71 C)-< RANCHOCITY YARD 1 � � � CNG I aaetir�g Facility lnstallatioInstallationKNOX BOX � ' The Operations&Maintenance Company EXIST. VEHICULAR GATE I � PER FIRE CODE � � � •�w M 1 O MAIN CONDUIT MST UBUTItNETWORK EXISTING 480V MAIN SWITCH NEW 480V DIST PANEL EXISTING 240/110V PANEL www p. n 'a '. �,•ad 's �``fie EXIST. PDX EXIST. OFFICE BUILDING WAI NEW 4sOVSERVICE IN 2"CaNi7UlT r �f �,% NE � fi NEW 480 V+110V SERVICE IN NEW Z"CONDUIT I W 45OV+110V SERVICE IN EXISTING 2"CONDUIT ,� ANGI 75HP Motor Starter � x w) ANGI 75HP COMPRESSOR � "'<' 7 N 00] EXISTING DISPENSER � '� 0 NEW CARD READER APX.APX. LOCATION OF EXISTING 1 as � SPARE CONDUIT LINE CONNECTION ' TO BUILDING. 1 W SPARE 1., pw' NEW 110V SERVICE IN NEW 1"CONDUIT y NEW 480V SERVICE IN NEW 2"CONDUIT J Page 1 of 1 �� 0 U) TOMCO I.I.C.29991 Canyon Bills Rd#1709-60 Lake Elsinore California 92532 ��e EXISTING CONCRETE BLOCK WALL 0, \lox- 3: � 1 y r�r IL I C% IST. FIRE PIL EXISTING ABOVE GROUND 3 4 DRANT FUEL STORAGE TANKS PER _ -i SEPARATE PLAN (BY OTHERS) ARC' LOCATION OF EXISTING 1" 45' SPAS CONDUIT DINE 1STING BELOW GROUND FUEL aLd - TOR'AGE° TANK TO BE REMOVED (TYP) 'r 214 PER SEPARATE PLAN (BY OTHERS) CD um DIESEL . . . a . . . . . a . R �� .. EXISTING CONCRETE 108 a « BLOCK WALL U. uNLA�EU ( EXISTING ELECTRICAL AREA ;• t aye �... J, PIL SEE ELECTRICAL SINGLE LINE BLOCK .ALL i DIAE RAM' ON SHEET Ea-100. EXISTING CONCRETE V` COMPRESSOR MOTOR FEED SHALL U E v EXISTING 2"0 CONDUIT g« «�--��ILL4f��1 (TYP.) CANOPYAPX LOCATIO at OF aw EXIST. FIRE as. EXIST. L CULAR I 0 SPARE '- EXISTING HYDRANT GATE PER FIRS CODS CONDUIT LINE 664 -7= EXISTING CONCRETE RLOCKWALL II -A ��,�EE ELECTRICAL SINGLE LINE � �, � . � i--� IA GRAM ON SHEET E-100. POINT OF CCE S I �_ APX. LOCATION OFF TRAFFIC CONTROL 'OX 0 PROTECTIVE K—RAILS _ I; EIICIILAR CIRCULATION BOX , . ' . . i PATTERN PSCE r z OWN. ow MSCE OF CA, ws" o wl_.. I ,•. EXISTING CHAIN f LINK FENC R/ { SEE ELECTRICAL.SINGLE LINE v DIAGRAM ON SHEET E-100. a EXISTING w. BUILDING '. EXISTING w CONCRETE e I w Lij SLAB } F LEI< 9TH STREET = t III — 21 30 3 . . 33' a i as F Ckl- < I OSCE o iND MSCI - �. _ -- - — "'� ""yw ✓ GSA i I hit t I f L1 < Ll POINT OF CONNECTION FOR LIGHTING c �— W !�.� 1�� & ESD LOOP. CONTRACTOR TO FIELD z VERIFY (2) EXISTING 3�°�"6 CONDUITS f C7 ,— w WITH ONE WITH (3) #10 CONDUCTORS c ' �� - r.-� Q — �- ='1 `' . SEE ELECTRICALco & ONE WITH (3) #14 CONDUCTORS. ``• SINGLE LINE DIAGRAM -- — � � � C; E3 CE h! , 1 6a FPy _. Z- :r SEE ELECTRICALf f SINGLE LINE DIAGRAM7 PROJECT I i E9 � . : Envi mental CD �� LOCATION � �: x ,` 33 ,, ''£ f 1644 N EL CAMINO REAL �: - �;��-` �- �,,`{' � �; BAN CLEMENT , CALIFORNIA 92672 TEL: (949) 340-77 2 SEE ELECTRICAt CD SEE ELECTR CAL SINGLE LINE DIAAAI u SINGLE LINE DIAGRAM f E5 DRAWN: ZJG • � CHECKED: BEN I� V u" INITY MAP ATE. ��/��/Z A ... -- g- �a SCALE: AS SHOWN Ld NOT-TO-SCALE l� CB NO.: C — -� .— --..� -. — 3LI/i6.Ee 1 99 4Ua 77 14 oktlo CD '. CONSTRUCTION NOTES _ EXISTING (1 ) INGERSOLL RAND DUPLEX, TO REMAIN. .. ``� `r= EXISTING (1) PSB NATURAL GAS DRYER TO REMAIN. 0CD � CD CD <C BOLLARD TP. 0 CD STORAGE EXISTING (5) QUAD TIME FILL POSTS TO REMAIN. OVA- HEADED FACILITY LIGHTS TO REMAIN. `� o c�` s. -" ' ,ON� 4 EXISTING ( ) DUAL c� = c TOMCD - BRA RANCHO CITY YARD 1 � r� � Po � � L�J o EXIST. ' "� csa .. C�lCx Pu�tira Facility Installation ( `,=t-.., `�� ,� 1�� N w � � � �t � �Operations Maintenance Oman )SPARE EXIST. VEHICULAR tf7 � � � ` 5 EXISTING (22) BOLLARDS TO REMAIN, TO REMAIN. CD CD ry cl�l� `- NEW ANGI COMPRESSOR CONDUIT DISTRUBUTION NETWORK GATE PER FIRE CODE — EXISTING (3) ALLIED CNG STORAGE SPHERES, TO REMAIN. NEW 1"CONDUIT � � A NGI 75HP Motor Starter � � FLO OF TRAFFIC .�. .� � EXISTING (1 ) KRAUS GLOBAL FAST FILL DISPENSER, TO A NGI 75HP COMPRESSOR ��ff _ FLOW O REMAIN. �4 � F TRAFFIC EXISTING DISPENSER M POINT G 20 TIME FILL FUELING STALLS, TO REMAIN. g EXISTING NEWt A��R 15 1 18 20 5 7 1 2 °' IT FOR NEW COMPRESSOR POWER. 2 1 14 1 EXISTING 2 0 SPARE CONDUIT, TO REMAIN. _.n FLOWN OF TRAFFIC y 4. w Fl a PATTERN ca SCE 10 EXISTING GROUNDING ROD. Td REMAIN. Uj - ° w 44 " a SCE CONNECTION FOR ADDITIONAL TIME FILL ° EXISTING POINT OF _ S O SSTL HIGH PRESSURE TUBING. TO REMAIN. 0 _ f 5 � Q I,C.�. POST �� NEW1„COkDtITS NEWI-CONDUIT NEWl"CONDUI g; x / ©Tr ns ;. _ ° .. GASH 2 EXISTING POINT OF CONNECTION FOR PROPOSED LIGHTING. -. NEW 2"CONDUIT GAS A,. ._ CONTRACTOR TO FIELD VERIFY EXISTING 34"O CONDUIT . ....w. EXISTINGI CONTAINING 3 12 CONDUCTORS. TO REMAIN. NEw1"CaNDUIr £,_ ,--.,. 4 ,5 _ - 14 ' FENCE, � � � 13 OWNER TO INSTALL (20) NEW 15FX33' PARKING STALLS FOR Uj EXISTING IR COMPRESSOR NEIN1"CONDUIT ° ° 24 ADDITIONAL TIME FILL FUELING. NEW 1"CONDUIT C y f € NEW 1"CONDUIT - 8BASE REMOVE (6) EXISTING BOLLARDS, BY CONTRACTOR. PER CITY NEIN1"CONDUIT BID. �� Page 1 of 1 _ r£71YICOLLC.F9991 t:anyon11IrlsRd#17os260 Lake Elsinore California925 2 � 5 � 15 PROVIDE AND INSTALL (1) NEW ANGI NG300E: 130 SCFM, 0 0 x � , �NATURAL GAS COMPRESSOR, CENTERED ON A NEW ° I REINFORCED CONCRETE PAD, FOR ADDITIONAL ON—SITE CNG ° a FUELING DISPENSERS, BY CONTRACTOR, (4/C-201 ). PER CITY I BASE BID. NEW (1 ) TELEPHONE RATED FOR A CLASS 1 , DIVISION 2 HAZARDOUS AREA. GAI—TRONICS MODEL 351 �-001 OR EQUAL. 5 MOUNTED AND PROVIDED BY CONTRACTOR. PER CITY BASE BID. 1 LOCATION OF ANCHOR BOLTS. (3/C-201 )(4/C-201 ), BY ° 3 CONTRACTOR. PER CITY EASE BID. PROPOSED (2) NEW GROUNDING ROD FOR ADDITIONAL TIME f f FILL POSTS AND LIGHTING. (2/E-100). PER CITY BASE BID. LL � � I 3 , I 09�PROVIDE AND INSTALL (1) NEW CNG FUELING STATION FUEL 4 `V) MASTER FMU-2500 CARD READER WITH PROTECTIVE VAPOR BARRIER AND REINFORCED CONCRETE PAD. PER CITY BASE 4 � 3 ' ° 3 ' BID. OWNER TO PROVIDE AND CONTRACTOR TO INSTALL (14) NEW 3 6"0 BOLLARDS FOR NEW COMPRESSOR COMPOUND AREA, BYE. ' d �z,�SOE CONTRACTOR. (1/C-201). CONTRACTOR TO PROVIDE AND I 5 O SCE I , GRO`UND SCE - INSTALL YELLOW BOLLARD COVER, BY IDEAL SHIELD, OR EQUAL _- IZl a .� ° x T H EXISTING, PER CITE` BASE BID. iz CA m , _. T7 MAC �k"i — DEVICE EAR. . f INSTALL (1 ) EMERGENCY SHUTDOWN D IC (ESD), IN CNG «< 5 10 COMPOUND AREA, TO TIE INTO EXISTING ESD LOOP. PER CITY t �. € 4 �� .�� .� I BASE BID, -- --- x TM V V .0 y � INSTALL (5) NEW CAISSONS FOR TIME FILL FUELING POSTS, BY 4=' CONTRACTOR.(B/C-201) PER ADDITIVE ALTERNATE BID 1. ENLARGED -. 13 �yn`...e.<. "`yam �„r� 3 ° (TYP. ) ( .. '" 3 OWNER TO PROVIDE AND CONTRACTOR TO INSTALL (20) NE PROPOSED W . .., yr m. y v , 2 �K25 N, 'g 6 0 BOLLARDS FOR NEW DISPENSING CAISSONS, BY �V Mw a t r )c ) CONTRACTOR. (1/C-201 ). CONTRACTOR TO PROVIDE AND gam$ SITE PLAN INSTALL YELLOW BOLLARD COVER, BY IDEAL SHIELD, OR EQUAL ° P t , 9 p 20 _ Y x ADDITIVE f r � ;..� TO MATCH EXISTING, PER CITY ALTERNATE BID #1 . C� 16 3° F COMP ESQ OR 19 22 2 25 26 , >_ INSTALL 2 NEW CONCRETE CAISSONS WITH CONDUIT FOR OLjj 1 .- }� } - rt M FUEL AREA LIGHTING, BY CONTRACTOR. 2 C�-201 iNEET 5 a v ` NEW TIME ( / ) k ,. BID . s PER CITY ADDITIVE ALTERNATE 1 n 8 , 5.n" a 3 —} ` (TYP , 71 INSTALL (10) DUAL HOSE TIME FILL FUELING POSTS. (2) , I— c - y DISPENSING POSTS AND (4) HOSES PER CAISSON, 17 21 NOTE. ONLY TWO HOSES ARE TO BE INSTALLED AT THIS TIME, w jy _ 24�27 TWO MORE HOSES ARE TO BE INSTALLED AT A LATER DATE, �' ` 23 25 ° ° I BY CONTRACTOR. B C-201). PER CITY ADDITIVE ALTERNATE / CD CD CD L PROPOSED NEW NC TIME FUELING AREA BID 2 m Imo, I SHUTDOWN a � � INSTALL (2) NEW EMERGENCY DEVICES (ESD) IN ED4E 6F � STING SD d - — CONCRETE{ f FUELING AREA, TO TIE INTO EXISTING E LOP. PER CITY , ADDITIVE ALTERNATE BID 2. � c) ss T njka J',* 22 2 25 20 � � INSTALL (2) NEW DUAL HEADED FACILITY LIGHTS, BY � — t i L1l V 2Q - -- P�c2 ) ! CONTRACTOR. (2/C-201) TO TIE INTO EXISTING AREA n LIGHTING, BY CONTRACTOR. PER CITY ADDITIVE ALTERNATE BID u h` 3 ..M X k ION 17 , ` - - FLOW OF TRAFFIC , ARE _ - - — t/�./gyp Jj}'^J� S � �� { L 1 L 1 3 v l"h Katandin " Q (� 1644 N EL CAMINO READ. � v 0 0 a O a >? A OL. P3°fE, CALIFORNIA 97 N 22 23 25 m F` AN ADDITIONAL PAINTING SHALL BE DONE BY OWNER TEL: (949)340 770 EDGE OF 20 14 ( rrP)(2 TYP) o CONCRETE PAD 1 � � DRAWN: ZJG �x* : 13 LEGENDIN CHECKED: TEN w _ . 2a 20 40 CONTROL POINT CORNER OF FENCE DATE: 03/20/13 COMPRESSOR AREA I PROPOS'E,'D CIV"ll'TE PLAINSCALE: AS SHOWN , -SCALE: "_ , " SCALE: 1 =2n-O (E) EXISTING JOB NO.: CRM4E 24 3P 12 1) 12 (E) A SRHA L T F CD FINISH GRA DE STAINLESS STEEL MIN, MIN. or CONCRETE HILTI BOLT PER SCHEDULE BELOW L.L1 Na" LIP --i EQUIPMENT PLATE < C-) - (N) SLAB CD 0 LLJ 0 777777-; J� cr_ 0 < t R 6 MIN THICK C-) 0 4-1 < af C) (10 FOR PROPOSED C 7 A SPHAL T < 1/16" MAX BETWEEN 6� 0 C.) ry 03 Lli .6 6 BA SE ri BOLT AND BOLT HOLE In 2� CD 4, Z': IN STEEL BASE AND (2) WARNING TAPES BASE CONCRETE ------ LEVEL CRUSHED AGGREGATE HILTI AN 013SOLTSMP) 9511- COMPACTION BACKFILL F Fgagm- AlVD," A W1 NA 77 VE SOIL IF SUI TA BL E 4 "",------ A -d I RIBRON GUTTM DETAIL C NTERUNE OF (1) 112- SEAMLESS AND E 5 SCALE: N.T.S. I MIN FOOTING X/".N LEVEL ECL Ea. LEVEL STAINLESS STEEL TUBING BASE LA ------- SCH-40-PVC T E, WI(l) 2 FMUP2500 24"— �GRADE A.C. PAVEMENT SLEEVE ALONG RUN TO 7- 7 '7' DISPENSER '7/7 "Z EQUIPMENT ANCHORAGE SCHEDULE EQUIPMENT WEIGHT1 DIM1711SI 4, ONS (1) j2GROUND ANCHORAGE 1 1/2' DESCRIPTION (TYP) TAG (Las.) (L W H) -40-PVC 1) J14 SCH 0�x5W'OPENING INCONGRETE acm, 0 (6) 314-0 HILTI SSTL KWtK BOLT-TZ BOLTS W14-314- MIN. FOR VERTICAL CONDUIT RUN 4 ANGI CONDUIT FOR ESO. S COMPRESSOR 15,000 X 8 12 0 MODEL No. NG300E EM13EDMENT IN A 138" X 82" WIN. RECTANGULAR PATTERN. 1.x MIN, 4 Ell X SAND BED D. ACTUAL SCHEDULE 3 MM: ANCHORAGE scHEDULE IS BASED ON WHAT IS EXPECTE SHALL BE DETERMINED UPON EOUIPMENT SELECTION AND SPECIFICATION. CR LEDGEOFFMSTING z RIBBON GUTTER > *Provide opening in the concrete footing C) as required to accommodate new baflards. PLAN VIEW awat Z LE TRENCH TME FILL TO D[SPENSEkS AN,C--,"H1O"RSO'LT SCHEDU Nt KENED, �EDGE DETAIL SCALE: 3 SCALE: N.T.S. A SCALE: N.T.S. < 0.1 TOP VIEW OF TIME FILL POSTS z IL4X4�%e 4 (L4.4x%. (L 4.4 9TRUGTU9AE TUBING STRUCTU�' Nu _,-YELLOW PE IDEAL SHIELD, co STRUCTURAL�iWWNG TUDING NOTE SQUARE ORIENTATION OR EQUAL, BOLLARD COVER 3�-x ... 1jj STRUCTURAIL TUBING TRUCTURAL Y, THICK WELDED Y4-THICKWELDED TUBING(TYP) STEEL CAP .4 6" 0 CSTL PIPE, PROVIDED BY,CITY x x SSTL z STEEL CAP /2 :f:L= UYPICAL AT ALL VERTICAL AND - --6 1 11 . .1 -CL HORIZONTAL TUBE OPENING$) CL FILLED AND TOPPED WITH CQMCRETE (TYP CAL AT ALL VERTICAL AND 1 316 TEE COMPRESSION HORIZONTAL TUSE OPrNINGS) k (TYP, <0 FITTING. (2 TYP.) TZ INSTALLATION, BY CONTRACTOR rL C't) BRACKETS WELDED TO EDGE OF Lo rL I I GAUGE STAINLESS$TEEL SHEET YELLOW SHECT METAL BEYOND 2" SQUARE POST AND METAL-USE S'WIDE SHEET METAL,FOLD 2" REFLECTIVE TAPE. 3M OR EQUX 11 GAUGE STAINLESS STEEL SHEET ITYPI Ez BOLLARD COVER M=TAL USE S'WIDE SHEET METAL,FOLD Y IN SHAPE OF 11 ONE SOLID SHEET. (2) BULKHEAD FITTINGS E I ATTACH SHEET METALTO STRUCTURAL ATTACH SHEET METAL TO STRUCTURAL 2" SQUARE POST (2 TYP-) z 131,x 1 Y I I GA S01915W-12�24 x 1W HWH 95 PER WELDED BRACKE IN SHAPE OF r---1 ONE SOLID SHEET. TUB NG WITH HILTT SELF DRILLINO METAL NOT SHOWN FOR T, METAL < Ww"' TUBING WITH HILTI SFUF DRILLING STEEL TUBING co -12-24 x 1Y C NIT INE OF AT CORNER POSTS INSTALL HILTI SELF WN 6" ,Is WITH SONDED RUB ERWASHER. LES WITH BONDED RUBBER WASHER, 1/4" TO 1/2 Roy -112" SQUARE SLEVE SCREW V HWH#5 AL CL A RI T)l WITH 2 DRILLING METAL SCREW$AT THE a S GEYQND rL LL r AT CORNER POSTSE INSTALL HILTI SELF MUA FEW T— EQ. ITP) CENTERUNr OF THE 4 X 4X% 24" MIN. EMBEDMENT IN CONCRETE DRILLING METAL SCREWS AT THE EQ EQ. EQ. PURPOSES VL-11 C3 $1NGSASWELL PER 112" 1/2' x 3/8 TEE (2 TYR) GENTERLINEOFTHE4X4 M. 2 STRUCTURAL x SCREW PATTERN AT END Uj d POSTS. 'k \�&" OF PVC CONDUIT, AND FILL TOP OF IN CONCI FW PATTERN,SEE SECTION STRUCTURAL TUBINGS A$XMLL-PER SIMILAR SORETWUPATTIERN. SIMILAR SCR FINISH GRA�E CONTRACTOR TO DRILL HOLES IN SIDE G-B FOR THE I W L CONDUITS WITH SILICONE PRIOR TO I"x45' CHAMFER E 1 2" CLEARANCE FOR REBAR d 4 x 1 V4 il GA---\ I STEEL TUBING 22 . . 9 SLIDING CAP ON TOP OF CONDUIT. (TYP) � I ASPHALT FILL 4- D WITHIN 3) #3 TIES LOCATE 0 1-0 THE UPPER MOST 5" OF THE 4 d I - ;_1 1.t (D FINISHLD GRAD PEDESTAL. 1.5" ON CENTER. MEE, ALL CONCRETE MIX DESIGN FOR THE (5) #7 ;e, PROPOSED DRILLED SHAFT SHALL BE ANTI—ROTATION CONNECTION z #5 REBAR EQUALLY SPACED-6 AT TOP,6 AT BOTTOM- rL VERTICAL REBAR CL ADJUST REBARS AS REQUIRED TO AVOID V cr.IF ANY, PLATE WELDED TO SQR PIPES ONF`IJ - WITH ANCHOR 50LT$ANSERTS.STOP REBARS 8'SHORT OF THE r EDGE OFTHE OPENING IN THE CONCRETE FOOTING FOR THE 9 0.0. T STATE CLASS DS, EVENLY SPACED 4 1 0 tTYP) PROPOSED CONDUITS. TYP LIrl \1 T FA C TOR A S MEN TIONED IN 112-0 24" LONG RADIUS SWEEPS CEMEN LEVEL '[UE 3S TEL "TEMM r— CONCRETE MIX DESIGN DEVELOPMENT 5-1.MAX.) 316—S, F� F- Zl SEAMLE iS' �L��24" MIN, EMBEDMENT jyp� 95 REBAFI EQUALLY SPACED-6 AT USING IDOT METHOD. STL SIDE AT BOTTOM-ADJUST I UBE IN 1, 7 /, G) REBARS AS REQUIRED TO AVOID-------< C4� CONFLICT,IF ANY,WITH ANCHOR 1-112" MIN. A 9DLTSAN ERTS.STOP REBARSS' A (5) # OPENING IN THE CONCRETE —CONCRETE 2500 PSI 0 28 C 6 666 FOOTINGFO THEPROPOSED SHORT OBF THE EDGE OF THE J SCH-40—PVC 7 VERTICAL REBAR EXISTING-j F EVENLY SPACED CONOUIT& 3'CLR. RIBBON GUTTER X 01 R. DAYS ASTM C 94 Ex US, SUPERIOR W 16 NOF42 LO -TZ SS 4 '-�7) HORIZONTAL REBAR #4 18" OUTSIDE Ty HILTI$TA NLESS STEEL KB-T2 SS034 DAYTON SUPERIOR 16 NO DAYTON OP-1 \\-HTLTI STAINLE81838"TGELIR.KB 03 �) .L-�;":'j I I FERRULE 8TAINLESSST8ELTHREADED INSERT(TYP) %x 10 MECHANICAL ANCHOR 801 T. zi- %x 0 MECHANICAL ANCHOR BOLT. _F42LOO FERRULESTAINUESSSTEEL GffrTH1400K A,5KSETR BETWEEN CONCRETE FOU140ALTION DIA HOOPS @8" O.C. W1 3- CLEAR. PLACE Ye THICK WASH ER BETWE EN CoNCRETE FO THREADPED INSERT ITYP) PLA 1 (7) HORIZONTAL REBAR #4 1)go of, THE LOCATION AND BOTTOM OF THE STRUCTURAL TUBING AT AN F _ RUGTURALTUBINGATTHE THE LOCATION OF THE ANCHOR BOLT8,(TYP) OF THE ANCHOR BOLTS.RYP) NOTE' COLD GALVANIZING SPRAY 24" DIA. 18" OUTSIDE DIA HOOPS J NOT ALL REBAR HOOPS ARE SHOWN FOR 5'-4* CAISSON CLARITY PURPOSES. I MA Y BE USED IN PL ACE OF 08" O.C, W1 3" CLEAR C SECTION A-A SECTION B-8 STANDARD PRIMER APPLICATION SECTION A-A *�NOTEI- NEW TIME FILL POSTS ARE TO MATCH EXIS77NG 77ME FILL POSTS" CIVIL VAP i�O HCRET �D !ST DETAIL DETAILS E PA TIME FILL PO CN R-BARRIER FOR CARD READERMITH RMINFORCE'D C0 61" MAIN, PERMANENT ' OLLARD DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 17 71 'R 14 -6 A n?E NOTE COMPMOR LIGHTING FIXTURE-SPAULDING. LIGHTING 6$2 11 9-619 64 VC,- CM1-A5-P40-H5-F-Q-D8 (277V, 40OW LAMP INCLUDED) 12 (E) A SPHA L T 3-CLUA MP) W M EQUALLY SPAGO 3'CLM or) &W EQUALLY SPAM FINISH GRA DE —1 MIN. MIN. LLJ —18-40-7—b2--D *8'FAR -IJ Lij O:f POLE PER KW SSS TO RESAR IN FOUNDATION ND LUG IN HANDHOLE, BOND < 7 > —FERROUS— TOP'MAT ' ., -�- bll� GASKETED HANDHOLE WINON (4) GALVANIZED ANCHOR BOLT AND WASHER SETS Uj 8 F-I Q:� C0 a_ M ANCHORS TO BE PER OEM RECOMMENDATION, D A BAR TAMPER PROOF SCREWS 314" x 30"' X 3" SPACED IN A 8" MIN, THICK SQUARE ON BASE PLATE 11'- X I > (-D CD C-D !J- BASE CANOPY I- -'-') -'.') - M GROUT AFTER POLE IS SET AND PLUMBED J FOR PROPOSED 00 C) ASPHALT SHALL BE PATCHED SEE DETAIL 'B"------, --- I V- I 1 +7 11 1"X45" CHAMFER TRENCH A SPA L T AND SLOPED POLE BASE PLATE---, E 8X Ai�X, opF ----'-6" BASE ON BOTH SIDES OF PAD X. ---A— EXISTING P ---A- BAR CLEARANCE FOR REBAR --------- C I'-F 4% AP ONCRETE IX SLOPE TO CONCRETE SWALE 1 (2) 20A 120V DUPLEX------. W BAR -T---- RIBBON ELD OUTLETS ON OPPOSING 77 J3 TIES LOCATED WITHIN THE UPPER —(I) WARNING TAPE SIDES WITH WEATHER 9K MOST 5"OF THE PEDESTAL. 1.5" ON CENTER. --- ---- 95 7,, COMPA C TION BA CKFILL I "A7 RESISTANT COVERS E-E:1 -F- CONCRETE SLAB ILL HAVE A —LIMITS 0 VATIQ� W1 NA TI VE SOIL IF SUI TA BL E EXCEPT WHERE NOTED NEW OR EXISTING P.C.C. C; MIN. EMBEDMENT AND RECOMPAC ON V BAR 17. ------ N'T'S� OR ASPHALT NATIVE SOIL SHALL BE OVER VATED A C" BAR J 51DE VIEW nNISH GRADE Ikl MIN. OF 360 WITH A WIN. OF' 95X A 314'." SCH-40-PVC RECOMPACTION DETAIL 'B" - NAT.S. (5) #7 VERTICAL REBAR CONDUIT FOR DRYER IY2" CONDUIT AND CONDUCTORS TO GENERAL NOTES: (6) 314"0 HILTI SSTL KWIK BOLT-TZ EVENLY SPACED POWER, DISPENSER POWER. CONCRETE PAD THICKNESS 20 AMP GFCI CONTROLLED BREAKER 1. Concrete: fc 3,000 psT, wifimale compressive strength NOTE yj in 28 days. See General Note 2.2.3 on sheet T-200 BOLTS W14-314" MIN. EMBEDMENT IN A TYPE "71 RIOR TO POURING CONCRETE --(5) #7 VERTICAL REBAR EVENLY 'SPACED 2. Reinforcement. ASTM A 615 Grade 60, Fy 20,000 psi. 1,38" X 82" MIN. RECTANGULAR PATTERN, P Tr 1) #2 GROUND 3. Slabs to be sloped to drain with a maximum grade of IX in any direction COMPRESSOR �' j Kefth in z: Environim ental C) C�4 —inches MARK OTY 4. Slabs shall be constructed over 2—Inches; of sand, over 6mill visqueen, over 2 O.C. —SIZE TYPE VARtFY THAT ANCHOR BOLTS AND REBAR ,--24" DIA. CAISSON 2) 2" SCH-40-PVC '5 P;. sand over 2' of recompacted native material. A 21 EVENLY SPACED #5 STRAIGHT DO NOT CONFLICT WITH EACH OTHER. .14 OUTER 0 1644 N EL CkM!NO REAL cured using concrete wet cure covers. 8 29 EVENLY SPACED #25 STRAIGHT A 0 7) HORIZONTAL REBAR #4 18 5. Concrete shall be CONDUIT FOR COMPRESSOR SAN CLEMENTE, CALIFORNIA 92672 HOOPS 06.25" O.C. W/ 3" CLEAR. NOT 6. Concrete shall not be loaded with tanks or equivalent, until its ultimate compressive C 21 EVENLY SPACED 05 STRAIGHT DETAIL " B AIN CH OR BOLTS (17) HORIZONTAL REBAR ALL REBAR HOOPS ARE SHOWN FOR POWER TEL: (949) 340-7702 I EVENLY SPACED ,15 ,STRAIGH 24 DIA, #4 18" OUTSIDE 0 HOOPS CLARITY PURPOSES. SAND strength has been achieved or 28 days has elapsed which ever comes first. D 1 29 BED NOTES: SCALE: AS SHOWN CAISSON 06.25" O.C. W/ 3" CLEAR DRAWN: ZJG DETAIL A i. SLABS To BE CONSTRUCTED MONOLITHICALLY EXCEPT WHERE NOTED 2. COMPRESSOR SKID TO INCLUDE EMERGENCY SHUTOFF DEVICE. SECTION A-A CHECKED: TEN :z DATE: 03 40/13 af C-201 n Ld LIGHT POL:E F'0'OT1WG D'E"T"All TRENCH - � LECTRICAL TO CNG AREA N.T.S. SCALE: AS SHOWN t�E ST�RUCTIJRAL SLAB DETAIL FOR COMPRESSOR SCALE: N.T.S. 2 SCALE: N.T.S. SCALE, JOB NO.: CRM-KE W < 0 Z) C�_, < 0 LiJ 0 77 (D CD < PRE9§URE..TE__$TINQ PROCEDURES Lij :� PRESSURE TEST TO COMPLY WITH ANSI CODE B31.3 PROCESS PIPING c_) < Z, < 0 SECTION 34-5.5.3 TEST FLUID-AIR(SECTION 1) OR NITROGEN SECTION 345.5.4 TEST PRESSURE-SEE DATA BELOW CD _< ui =_ SECTION 345.5.5 PROCEDURE -SEE BELOW SECTIONS I &2 CD 0 Lf)10 2! M< c) < W DO NOT USE HYDROSTATIC PRESSURE TEST PROCEDURES 0 u Of C-D I-_ /-(NEW AND PROPOSED)TIME FILL POSTS 5-QUAD LOCATIONS (E)TIME FILL POSTS 5-QUAD LOCATIONS (TOTAL 20 NOZZLE LOCATIONS) SECTION 1.ALL PIPE AND CARBON STEEL SUCTION PIPING 0 N077LE LOCATIONS) TA VTA VTA VTA PRESSURE TEST ALL ABOVE GROUND (A/G)AND BELOW GROUND(B/G) PIPING TESTING MEDIA TO BE AIR OR NITROGEN. CONNECT NITROGEN OR AIR PRESSURE SOURCE TO SYSTEM VIA A 200 PSI RATED 2 3/8" - CNC3 - 9ST ONIOFF BALL VALVE AND REGULATOR VALVE. GAUGE 0-100PSI RANGE. 0 WITH ON/OFF VALVE OPEN,THE PRESSURE SHALL BE GRADUALLY INCREASED IN STEPS (SUGGEST TWO) UNTIL THE TEST PRESSURE IS REACHED, HOLDING THE L I I I I 1 111 1 1 1 u I III I I NOTFS: PRESSURE AT EACH STEP LONG ENOUGH TO EQUALIZE PIPINGff UBING STRAINS, THE PRESSURE SHALL THEN BE REDUCED TO THE DESIGN PRESSURE BEFORE p IN-17 VENT STACKS YELLOW A 7 EXAMINING FOR LEAKAGE. BE SURE TO CLOSE ON/OFF VALVE TO ISOLATE 1/21,-CNG_ -SS_r _FE 10 FT A/C=RAIDE TYP. .-�,po 13 BELOW GRADE SRV -FERMINA AIRINITROGEN PRE88URE SOURCE WHILST LEAK TESTING. W D ILI n93/8" CNC� SST a LEAVE PRESSURIZED FOR 30 MINUTES, CHECK TEST GAUGE FREQUENTLY. IF L/ �ZH'l�,� z C) -14 LEAK(S)ARE FOUND, MEND, AND RE-TEST SYSTEM. em 0 1," ,I 1/2"-CNG-SST 0 WHEN PRESSURE HOLDS CONSTANT,TEST FOR ANOTHER 30 MINUTE PERIOD, Cv) WHEN TEST IS SATISFACTORY, DE-PRESSURIZE SYSTEM AND CONNECT BACK TO -;ilf pl.1.11 (�4 TIME FILL POST PER SO. CAL G-AS NATURAL OAS SUPPLY MEE.:TSSAE COSE J1616 HIGH BANK EQUIPMENT. OUAD HOSE 0 FILL OUT PRESSURE TEST FORM. OBTAIN VERIFICATION SIGNATURE FROM 91M T7�77 G LABEL) BY GAS Co. (E) 5-PLACES CLIENT REP.TAG SYSTEM AS "TESTED" (MCCMASTER 5886T22, TA METER SET ASSEMBLY Z 1/2" CNG SST @ 25 PSI f 10-PLACES 707AL SECTION 2.ALL HIGH PR9�§URE STAINLESS STEEL TUBING AND FITTINGS BY OAS CC�. POC Ti i/ 6 SRV DISCONNECT SYSTEM FROM EQUIPMENT.TEST ALL ABOVE GROUND AND BELOW R18 r7 ER COMPRESSORS STORAGE STORAGE STORAGE GROUND TUBING, 3PLACES LIJ 2".G TEST MEDIA TO BE NITROGEN. Lp C8N BELO\;1p1RA L .R 2" G CSTL CONNECT NITROGEN PRESSURE SOURCE TO SYSTEM VIA A 6000 PSI RATED 2"-G-CSTL ISER A/13RADI-= AIC3FZADr= ON/OFF BALL OR BLEED VALVE AND REGULATOR VALVE. GAUGE 0-6000 PSI z rl RANGE. U) MID BANK 0 WITH ON/OFF VALVE OPEN,THE PRESSURE SHALL BE GRADUALLY INCREASED IN 0 2 VAE -Ir 3/4"X 10' LxZ11- 11114 P I CAL 3 PLACES GROUND ROD STEPS UNTIL THE TEST PRESSULRE IS REACHED, HOLDING THE PRESSURE AT /2" - NG - SST GAS DRYER T7777 VTA FSB INDUSTRIES INC N OuTLETI ABOVE GRADE EACH STEP FOR LONG ENOUGH TO EQUALIZE PIPING/TUBING STRAINS, D SC�GE Z CON EC71ON SUGGEST 500 PSI INCREMENTS. CONNIECTIONTeEFI" TEE FITTING I11G-SV-20-DDP ING FUTURE POC(3 PLACES) RAIN CAP -'L- 4-j 0 THE PRESSURE SHALL THEN BE REDUCED TO THE DESIGN PRESSURE BEFORE ps MODEL# L 42 BARE CU EXAMINING FOR LEAKAGE. BE SURE TO CLOSE ON/OFF VALVE AND REMOVE SRV I"TEE FROMCNG AREA TO FAST FILL AREA-- 1/2" CN(G SST 5500 CAD WELD ALL JOINTS DISPEN ER NITROGEN PRESSURE SOURCE WHILST LEAK TESTING. I"UNION IN ACCORDANCE WITH ANSI B31.3 PARAGRAPH 345.2.2(A), TEST FOR 10 MINUTES 0 TYP.TFIREE PLACES -\ 1"VENTSTAND LO C J PIPE SCH 80 3/4"X 10' EXAMINING ALL JOINTS AND CONNECTIONS FOR LEAKS, LEAVE AT PRESSURE VTA 3/4"-NG- SST (VENT) OR UAL GROUND ROD PIGTAIL STD#6 FOR 10 MINUTES, FREQUENTLY CHECKING GAUGE AND SOAP TESTING ALL VT ) I JOINTS, IF NO PRESSURE DROP OR LEAK IS OBSERVED THEN BLEED DOWN GE$I1KRAUS LOW BANK PRESSURIZED SYSTEM AT BLEEDNENT VALVE. REMOVE TEST COMPONENTS. STORAGE SET UP TY I FOOT FL-,-,NGE DISPENS R P� T7j7_77 CONNECT SYSTEM BACK TO EQUIPMENT. SINGLE HOS THREE PLACES Fj�F" ' I E� FLI IE� FL] t F� I EXISTING TIME FILL STATIONS PROPOSED TIME FILL STATIONLIS FILL OUT PRESSURE TEST FORM. OBTAIN VERIFICATION SIGNATURE FROM , I 6 (5 QUAD LOCATIONS) (5 QUAD LOCATIONS) CLIENT REP. TAG SYSTEM AS-TESTED" (McMASTER 5886T22,TAG LABEL) Z W % L ryp. THREE PLACES 3600 PSI DRAIN ME,CHANICAL STATIC (DROUNDINC3 T9STING PEMURES: cj� LL_ FOR COMPONENTS SEE DISPENSER MANUALS ALLIED SPHERE 48" - 3 TYP. 12,314 SOF PER SPHERF_ (9� 5000 PSI 1. PE PIPE AND CARBON STEEL SUCTION PIPING: NOTEz-PRESSURE REAOINC2iS FOR MAX. 10WABLE WORKING PRESSURE 180 PSI, TEST PRESSURE 270 PSI. CNO VESSELS ARE INDICATED DIGITALLY AT COMPRESSOR TUBE PIPE LEGEND IBM= SIZE MEDIA MATERIAL z 2. HIGHPRESSURE STAINLESS SITEEL SYSTEMS TUBING AND FITTINGS: Lp SIYE P a I D C17"Y CIIF MALNCH'CII C:UrC^M40N43AL9 C^ 1/2" CNIG - SST MAX GN PRESSURE 4500 PSI, 0 NATURAL OAS TEST PRE�SSURE 4950 PSL NOTE: FOR EQUIPMENT P & ID SEE MAINTENANCE MANUALS CN(--- COMPRESSED NATURAL GAS SST-STAINLESS STEEL M CS7L-CARBON STEEL Ai R-1 � RLP PLASTIC PIPE. PE 01 0 AFTER TESTING IS COMPLETE AND IF EQUIPMENT IS NOT PRESENT, CAP OPEN ENDS 0 7 OF TUBING/PIPING WITH METAL COVERS. EXA.D/ REFER TO ITE 13LE FOR ITEMS CIRCLED ON PLAN. RETAIN EXAMINATION PROCEDURES AND RECORDS IN COMPANY PROJECT FILE FOR A SEE TABLE BELOW FOR DESCRIPTIONS OF MAJOR COMPONENTS MINIMUM OF FIVE YEARS, ANSI B31.3-SECTION 34:63. SUPPLY A COPY OF TESTING c MS IN tRIS TA DATA FORM(S)TO CLIENT. ITEM QTY. D8ACkIPTION VENDOR# NOTES CHECKLIST ITEM OTY. DESCRIPTION VENDOR 9 NOTES CHECKLIST OF C 26 EXISTING VALVE,314"MNPT LOCKABLE 1911R-SVF CAUTION:TEST MEDIA MUST BE SAFFLYVENTED TO ATMOSPHERE BEFORE MI AIR PIPE,2"PLASTIC, PE SUCTION GAS 6000 PSI HBEV S77CK .750" ATTEMPTING TO MEND ANY LEAK. TUBING 314'STISIL ANNEALED HOKE OR : M2 ENSTING FLEX HOSE 2"x 12'LG. FLANGED 26 EASTING OIDIA.x�083` PROCESS AND 3041316 ASTM A-213 OR EQUAL EQUAL WALL NOTE:WHEN PRESSURE TESTING ANY SYSTEM ENSURE THE AREA IS CORDONED OFF SHERWOOD M3 EASTING CHECKVALVE 2" CLASS 300 FLANGED 27 EXISTING BLEED VALVE V4"MIF YVA SERIES TO PROHIBIT THE ENTRY TO SYSTEM PIPING/TLIBING UNDER TEST BY ANY INSTRUMENTAT ON UNION 1-1/4SCH 80 UNAUTHORIZED PERSONNEL. MAINTAIN A 20 FT MIN. SAFE AREA FROM ANY SYSTEM M4 EXISTING VALVE 2"API 6D CLASS 300 FLANGED 28 EXISTING FNPT TUBE OR PIPE UNDER TEST. SURROUND TEST AREA WITH CAUTION TAPE, DIAGRAM BLEED VALVE V2' HOKE CONES/BARRIER OR SIMILAR. KEEP PERSONNEL NOT INVOLVED IN PRESSURE TEST M6 EASTING GYROLOK UNION 6600 SERIES PROCEDURES OUT OF TEST AREA. M6 EXISTING VALVE,BALL,SPSTL HOKE �375`ORIFICE MECHANICAL NOTES: compRuffioN Mum, 1/2'GYROLOK 7223G8Y M7 20 VALVE,BALL,S §TL HOKE .250'ORIFICE ME 2265 1.) SOME INSTALLATIONS MAY REQUIRE EXTRA FITTINGS TO SUIT ACTUAL SITE NEEDS,IF 80,ALL 13m Reciprocating Comproasor PueftV LLJ 318'GYROLOK 7115G6Y FITTINGS USED FOR CNG MUST BE HOKE GYROLOK TYPE OR APPROVED EQUAL. D1541w2a PASSWO 45DO 75uu_L7EJWx_ PIPING NOTES: TUBING V2'ST/8TL ANNEALED �06511 NOM MAWP 2.) ALL FITTINGS USED ON LOW PRESSURE(SUCTION)SIDE MUST BE STEEL CLASS 300 SIVAIan lhagRft 2NO paig M8 A/R 304/316 ASTM A�213 OR EQUAL V 479OPSI 110-150 oft 1. SOME INSTALLATIONS MAY REQUIRE EXTRA FITTINGS To SUIT ACTUAL SITE NEEDS, . 414 - 3.) FOR PRESSURE LEAK TESTING SEE TABLE THIS SHEET, Lij .0(0 VIU]M^ MAWP IF SO,ALL FITTINGS USED FOR CNG MUST BE HOKE GYROLOK TYPE OR APPROVED LLJ M9 AIR TUBING 3ITSTISTL ANNEALED �049"NOM 4.) AIR IN QTY.COLUMN MEANS'AS REQUIRED'.LENGTH TO BE DETERMINED AT JOB SITE. Plaw at 25 p1j; L_ 304/316 ASTM A-213 OR EQUAL 481OPSI 5.) DISCHARGE OF GAS IS PROHIBITED UNTIL A SEPARATE SUBMITTAL IS REVIEWED AND APPROVED pm� EQUAL. ckl� I I compromr ....... 2.ALL FITTINGS USED ON LOW PRESSURE (SUCTION)SIDE MUST BE STEEL ASTM Al 26 < HOKE BY THE FIRE DISTRICT. 75; FITTING,TEE,GYROLOK 1A M10 20 b_� � f-,::2 1/2"x 1/2"x 318'BRANC;H 8TTTB6 6j UPON INSTALLATION OF THE CNG EQUIPMENT THE MANUFACTURr;R'S CERTIFICATION WILL BE CLASS A. 1� 1 CD REQUIRED TO BE AFFIXED TO APPLIANCES IN ACCORDANCE TO CFC$TO 52-1 SECTION 5-4. Wand,oppmd 01- (D CL co 'R BLEED VALVE 319' HOKE 3. FOR PRESSURE LEAK TESTING SEE TABLE THIS SHEET. MR, ME 2164 M11 20 7.) PIPING SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 62 SECTION 4,8 N=bar 06taglig 4 EANS "AS REQUIRED". LENGTH TO BE DETERMINED AT JOB 4. AIR IN QTY, COLUMN M GYROLOK UNION 6600 SERIES r__J 8j PROHIBITED PIPING MATERIALS SHALL NOT BE USED PER NFPA 52 SECTION 4,8.4 As FOLLOWS: ........ Advi SITE. PIPE.2'8LK.BCH 80 CISTL A106 c", D M12 AIR ALLIED A. FITTING,STREET ELS,AND OTHER PIPING COMPONENTS OF CAST IRONS OTHER THAN THOSE brivar PRIME,&PAINT -YELLOW COMPLYING WTH ASIM A47 A395 A536- wwarEqual PIPING INSTALLATION NOTES: STISTL PRESSURE GAUGE 6000 PSI AJR MERCER B. PLASTIC PIPE,TUBING,AND FITTINGS FOR HIGH PRESSURE SERVICE; p0mr$*urge 1. ALL STAINLESS STEEL TUBING SHALL BE TYPE 3041316 SEAMLESS AND BRIGHT GLY. FILLED C, GALVANIZED PIPE AND FITTINGS; opueling spud 1713 rpm ANNEALED. MAX. HARDNESS ROCKWELL 80 ASTM A-213. FITTING,TEE,GYROLOK HOKE D.ALUMINUM PIPE,TUBING,AND FITTING; RowdNorao Powgr M14 EXISTING 2. ALL CARBON STEEL PIPE IN CONTACT WITH GROUND OR PENETRATING THROUGH I/a"x 1/2'x 1W NPTF BRANCH 8TTF4 E. PIPE NIPPLES FOR THE INITIAL CONNECTION TO A CONTAINER; 6IdA Ljj I'll') C) C-4 VALVE,BLEED F,COPPER ALLOY WITH COPPER CONTENT EXCEEDING 70%; Appmuhnaft OYMII pout Print CONCRETE SHALL BE WRAPPED. (10 M IL TAPE). M M15 EXISTING ASME VESSEL DRAIN 3.THREADED PIPE UP TO 2" DIA.ALLOWED. CD M16 EASTING SAFETY RELIEF VALVE Oooliug system votood Ak 4. FUSION WELD CARBON STEEL RISERS TO PE PIPE. CONTRACTOR MUST BE cotmi System ANG1 OCItt I Div 2 on*Id CERT IFI ED BY VENDOR TO PERFORM FUSION OPERATIONS. ASME 5500 PSI STAINLESS STEEL TUBING,CARBON STEEL PIPE&POLYETHYLENE VALVE, I"MNPT LOCKABLE 1917P,-SVF PIPE(PE)SCHEDULE We waded& NPPASI 5. ALL TUBING B/GRADE SHALL BE PROTECTED WITH PVC OR PE PIPE SLEEVES. M17 EXISTING ME 3490 14pardblu c1iuWfMtI0n C14a I Div 2 8000 PSI HBEV766DTSE DESIGN PgESSURE WALL THZKFJE89: 6. THREADED FITTINGS allALL NOT BE BURIED OR INACCESSIBLE. (INCH) (PSI) SPECS.(INCH) TUBING FITTINGS pfaulto A T=p gaus" 7. INSTALL ALL EQUIPMENT TO EQUIPMENT MANUFACTURERS INSTRUCTIONS AND V M18 20 N0771 E NGV`1 TYPE 2.3600 PSI ME 2306 0.049' HOKE GYROLOC oil Day tadk 3/8' 4,800 ASTM A-213 RECOMMENDATIONS. 3N/316 S"f/$TL ALL F-IT71NGS MAWP 4800 PSI colupff"ar sq*Ment"Olowen-splam butudol light VALVE THREE WAY HOKE ANNEALED MIN. 8. ALL EXPOSED CARBON STEEL PIPING USED FOR GAS IS TO BE PRIMED AND PAINTED M19 20 ME 2747 FILLIVENT 7644F4YI1 GRAY. BREAKAWAY.FEED CNG. 112' 5,100 ASTMA-213 HOKE GYROLOC M20 20 ME 2284 3041316 STISTL ALL FITTINGS MAWP 4500 PSI 9. PRESSURE TEST ALL INSTALLED R PING TO DETAILED INSTRUCTIONS ON THIS SHEET. NGVBCN2-50 ANNEALED MIN� M21 20 BREAKAWAY.VENT. WBARBED 10. PIPING &FITTINGS FOR GAS SERVICE LINE BELOW GROUND TO BE PROTECTED W/A M N. ME 2943 010911 PARKER HANNIFIN OF 12 MILS OF APPROVED BARRIER COATING OR WRAP, 314' 5,800 ASTM A-213 Envir6nmental c::) -- 316 STISTL 11.WHERE SLEEVE RISES ABOVE GRADE, MIN, ELEVATION ABOVE GRADE SHALL BE 6". �___j M22 20 HOSE WHIP.2FT x YV ME 3029 BLACK PIPE THE INVENTORY CONTROL SYSTEM FOR DISPENSING THE GASES SHALL BE PROGRAMMED TO LIMIT THE 12. PVC SLEEVE ENDS SHALL BE CAPPED OR SEALED TO PREVENT ENTRY OF FOREIGN MATERIAL. 11644 N EL CAMINO REAL ASTM A 106 &BLACK STEEL F17TINGS QUANTITY ALLOWED TO BE DISPENSED. 1. 75 BCH 40 ONLY(NO GALVANIZED) 13. PACKAGED EQUIPMENT PRESSURE RELIEF VALVES SET BY MANUFACTURER. CONSULT SAN CLEMENTE, CALIFORNIA 92672 M23 20 HOSE.TWIN LINE' 18FT x Y4' 6YNFLEX ME 2131 SPECIFICATIONS FOR SET POINT. TEL. (949) 340-7702 500OPSI FEEDandVENT MATCH PIPE PVC 80H 40,1-1 IZ' 35NG-04 BLACK PIPE 14.THIS DRAWING IS FOR ILLUSTRATION PURPOSES ONLY. ACTUAL INSTALLATION CONFIGURATION TO CD M24 EXISTING ASTM A 106 &BLACK STEEL F117INGS BE DETERMINED BY PROJECT SPECIFICATIONS. ILONG RADIUS SWEEPS 2" 75 BCH 40 ONLY(NO GALVANIZED) DRAWN, ZJG MATCH PIPE 15. VERIFY IF EXISTING UNDERGROUND CS PIPE IS CATHODICALLY PROTECTED. IF SO, INSTALL PE2406 RINKER OR EQUAL APPROPRIATE DIELECTRIC ISOLATION FOR CNG EQUIPMENT. CHECKED: TEN 3- 75 SOR 11 COLOR-GRAY 16. SHUTOFF VALVES MUST BE DESIGNED WITH A SAFETY FACTOR OF 3. MOPE 17. PRESSURE RELIEF VALVES MUST BE TESTED EVERY YEAR. DATE: 03/20/13 BLACK PIPE P-1 00 CL 3" 75 ASTM A 106 &BLACK STEEL FITTINGS SCALE: AS SHOWN LLJ SCH 40 ONLY(NO GALVANIZED) MATCH PIPE JOB NO,: CRM-KE W6 z 11 od? Fk?tc"j "( Q PRO ffQE,, EW EXISTING DISTRIBUTIO CIRQUIT EAKE PANEL "CNG DP" 65,000 AIC 9 ) 120V/5FLA �LASS 1, (E) DIV 1 CNG DISPENSER AREA GE811KRAUS 8 (E) GFI (1) NEW FUEL E E RECEPTACLES MASTER (CONSTANT) FMU-2550, CARD READER �,lljj ffl w 6 m ml SEALOFF HAZARDOUS AREAS ",I/ TOP OF GRADE GROUND ALL RISERS 61' FOUNDATION . . ......... I T 4 PVC TAPE R),01D CONDUIT tf �- GALVANIZED WITH HALF-LAPPED TAPE RIGIDCONDUIT SWEEP GENERAL NOTES 1. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE. REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS, STRUCTURAL DETAILS, EXACT EQUIPMENT AND OUTLET LOCATIONS. 2. CONSTRUCTION TERMINOLOGY, AND THE STANDARDS OF INSTALLATION REQUIRED BY THESE CONTRACTOR DOCUMENTS ARE BASED ON PUBLISHED STANDARDS OF N.E.C.A. PROVIDE NE s (NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION), NATIONAL ELECTRICAL SAFETY CODE, AMERICAN NATIONAL STANDARDS INSTITUTE DOCUMENTS, NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION, UNDERWRITERS LABORATORIES, AND THE CALIFORNIA ELECTRICAL CODE 2010. SUBMITTAL OF BID INDICATES THE CONTRACTOR IS FAMILIAR OF CIRCUIT BREAKER/I THESE STANDARDS AND THE REQUIREMENTS NECESSARY TO PERFORM ALL THE WORK AS SET FORTH IN THESE CONTRACT DOCUMENTS AND ACCEPTS THE CONDITIONS. 3. CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS, SERVICE REQUIREMENTS AND EXACT LOCATIONS OF SERVICE FACILITIES BEFORE SUBMITTING BID. SUBMITTAL OF BID INDICATES CONTRACTOR ACCEPTS THE CONDITIONS UNDER WHICH HE SHALL BE REQUIRED TO PERFORM HIS WORK. 4. THE CONTRACTOR SHALL HAVE THE OPTION OF ROUTING RACEWAYS UNLESS OTHERWISE NOTED AND SHALL BE COORDINATED WITH OTHER TRADES. 5. CONTRACTOR SHALL PROVIDE ALL J-BOXES, PULL BOXES, ELLS, OFFSETS ETC., FOR A COMPLETE, CODE APPROVED, INSTALLATION OF ALL CONDUIT. FOOTAGE SHOWN ON ELECTRICAL SINGLE LINES AND RISER DIAGRAMS ARE FOR CALCULATION PURPOSES ONLY, AND ARE NOT FOR NODDING PURPOSES OR MATERIAL TAKEOFF. IT SHALL BE THE RESPONSIBILJTY OF THE CONTRACTOR TO REVIEW AND TO COORDINATE WITH MECHANICAL, FIRE PROTECTION, AND PLUMBING DRAWINGS FOR DUCTS, LINES, AND EQUIPMENT. Q 6. THE CONTRACTOR SHALL PERFORM HIS WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY, LOCAL CODES, O.S.H.A. AND 2006 NATIONAL ELECTRICAL CODE, 7. THE CONTRACTOR SHALL COORDINATE WITH OTHER TRADES AS TO THE EXACT LOCATION OF THEIR RESPECTIVE EQUIPMENT. SUPPLY POWER AND MAKE CONNECTIONS TO MOTORS AND EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS AS INDICATED ON THE SINGLE LINE DIAGRAM, ELECTRICAL DRAWINGS, AND DRAWINGS OF OTHER TRADES, REVIEW THE DRAWINGS OF OTHER TRADES, FOR CONTROL DIAGRAMS, SIZE AND LOCATION OF EQUIPMENT, DISCONNECT SWITCHES, STARTERS, WIRING, CONTROLS, AND tY CONDUIT FOR MECHANICAL AND PLUMBING OPERATIONS SHALL BE PROVIDED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING MANUFACTURER'S SHOP DRAWINGS PRIOR TO ROUCH-IN ALL CONDUIT TO THIS EQUIPMENT. B. CONTRACTORS SHALL USE MATERIALS THAT ARE NEW, AND OF THE SAME MANUFACTURER FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY THE (U.L.) UNDERWRITER'S LABORATORIES FOR THE USE AND ENVIRONMENT, AND SHALL BEAR THE INSPECTION LABEL WHERE SUBJECT TO APPROVAL, MATERIALS SHALL MEET WITH JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY A.N.S.I., U.L., N.E.M.A., AND N.B.F.U. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 9. THE CONTRACTOR SHALL EXCAVATE ALL TRENCH DEPTHS AND WIDTHS PER THE NX.C. AND SHALL COMPACT ALL EXCAVATIONS IN A CONTINUOUS LAYER OF NOT MORE THEN 6" COMPACTED DEPTH TO THE REQUIRED DENSITY OF NINETY PERCENTS (90%). THE CONTRACTOR SHALL ATTAIN THE SPECIFIED COMPACTION DENSITY BY MAINTAINING THE OPTIMUM MOISTURE CONTENT OF THE FILL MATERIAL. 10. P.V.C. CONDUIT SHALL BE USED UNDERGROUND ONLY, IF APPROVED BY LOCAL CODE. INSTALL PER ALL REQUIRED LOCAL CODES. ALL CONDUIT SWEEPS, RISERS, AND STUBS ABOVE GRADE SHALL BE I.M.C. WITH HALF-LAPPED TAPE COVERING OF FACTORY INSTALLED P.V.C. COATING. ROUTE ALL UNDERGROUND CONDUITS AROUND PROPOSED BUILDING AND FUTURE BUILDING LOCATIONS. NO OCAL USED ON THIS PROJECT, 11. UNDERGROUND CONDUIT INSTALLATION DEPTH SHALL BE PER THE FOLLOWING CURRENT N.E.C.: +24" BELOW STREETS, HIGHWAYS, ALLEYS, DRIVEWAYS OR PARKING LOTS 12. ALL CONDUIT SHALL BE INSTALLED CONCEALED WHERE PHYSICALLY POSSIBLE. 13. ALL CONDUIT ONLY (C.O.) SHALL HAVE A 3/16- PULL WIRE OR ROPE, MINIMUM. 14, ALL CONDUIT SHOWN AS EXPOSED OR APPROVED FOR INTERIOR EXPOSED INSTALLATION SHALL BE ELECTRICAL METALLIC TUBING (E.M.T.). SECURED WITH TWO-HOLE MALLEABLE PIPE STRAPS AND SCREWS. ALL BOXES AND FITTINGS SHALL BE SUPPORTED AND SECURED IN COMPLIANCE WITH N,E.C. ARTICLE 370, 15, ALL CONDUIT SHOWN AS EXPOSED OR APPROVED FOR EXTERIOR EXPOSED INSTALLATION SHALL BE INTERMEDIATE METALLIC CONDUIT (I.M.C.). SECURED WITH TWO-HOLE MALLEABLE PIPE STRAPS AND SCREWS. ALL BOXES AND FITTINGS SHALL BE SUPPORTED AND SECURED IN COMPLIANCE WITH N.E.C. ARTICLE 370. 16. ALL PENETRATIONS TO FIRE-RATED MATERIALS SHALL BE RESTORED TO EQUAL RATING AS REQUIRED BY THE STATE FIRE MARSHALL AND ALL OTHER GOVERNING BODIES, 17. ALL CONDUCTORS OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN COMPLIANCE WITH O.S.H.A. 1B® THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH THE PRESENTLY ADOPTED EDITION OF THE N.E.C., ARTICLE #250. 19. CONDUCTORS SHALL BE CODE ORADE, 600 VOLT CLASS, COPPER, MARKED 24" ALONG IT'S LENGTH SHOWING MANUFACTURER'S NAME, MAXIMUM ALLOWABLE VOLTAGE AND SIZE. CONDUCTORS SHALL BE TYPE "THWN" (WET) OR "THHN" (DRY} DELIVER CONDUCTORS TO THE JOB SITE IN UNBROKEN PACKAGES 5/8" DIAMETER X 10'-0" LONG COPPER CLAD GROUND ROD OR OTHER ELECTRODE AS C_'�ROUND ll,OD BOX SPECIFIED IN NATIONAL ELECTRIC CODE (N.E.C. 250-83). WITH GROUND CLAMP BARE COPPER TO GROUND GRID BARE COPPER GROUND GRID CONDUCTOR SIZE #2/0 MIN COPPER GROUND CONNECTING-TO CADWELD EQUIPMENT SHALL BEOWIN NOTES: 1, SIZE OF CONDUCTORS SHALL COMPLY WITH N.E,C, TABLE 250-95. 2, GFIECK RESIS"FANCE TO ("3ROUND. IF FRESISTANCEI-EXC .ED S 25 OFHVV� fNISTALl ADDI'T IC. NAL GROUND RODS, VVIll"ll C0N[jLJCl[_0RS F:51-10WN, SEEPARATEE) AT LFAST 105-0" UNTIL RESISTANCE IS REDUCED TO 2'55 01-lRiIS (,)R LESS if �F l E—C, 250). (_,,�()N FRAC"ITOR 111111UST DEIVICANISTRATE -1-0 OW�-JER OR O.S A. JNSPECTOR '11`11AT RESISTANICE IS 215 0`1-1 M � (,-)R LEI S& 6ROUHD: WElU DrETAIL DETAIL 112 SCALE: N.T.S. 71 20. WHERE A CONFLICT OCCURS BETWEEN THESE NOTES AND THE ELECTRICAL DRAWINGS ISSUED AS A PART OF THESE DOCUMENTS, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL 21. AT THE COMPLETION OF THE PROJECT, PROVIDE THE OWNER WITH ONE (1) SET OF COMPLETE UP TO DATE, "AS-BUILT- REPRODUCIBLE DRAWING, SHOWING ACTUAL DEPTHS OF UNDERGROUND CONDUIT RUNS AT ALL LOCATIONS. ALL BROCHURES, OPERATION MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED OVER TO THE OWNER AT PROJECT COMPLETION. 22, AFTER DATE OF ACCEPTANCE BY OWNER, THE COMPLETED PROJECT SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED IN A TIMELY MANNER, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. 23. ENGRAVED PLASTIC NAMEPLATES SHALL BE PROVIDED FOR ALL SWITCHBOARDS, PANEL BOARDS, LOAD CENTERS, TRANSFORMERS, AND TERMINAL CABINETS. PLATES SHALL BE 3 PLY, BLACK FACE, WHITE CORE, WITH 1/4- H1014 GOTHIC LETTERING OR EQUAL. 24. THE FUNCTION OF THE EMERGENCY SHUT OFF SWITCH IS AS FOLLOWS: THE SHUT OFF SWITCH SHALL AUTOMATICALLY SHUT OFF POWER SUPPLY TO THE COMPRESSORS, CLOSE VALVES IN BETWEEN THE MAIN GAS SUPPLY AND THE COMPRESSORS AND BETWEEN THE STORAGE CONTAINERS AND THE DISPENSERS. IRAIT SCHEDUT E v Eli DIAMETIE'R C� To: NOTES: El I /' %S9kkqq 4 1 'THWN STN I-) j STARTER 125 A FUSED 0 -1 x#6 ]"1 P%,kjf 0 11,,,` I—) MARK, (IN. E 2 1.m �31"NJD T, fc, MOTOR -- C) W:m E')E_,-jf'Y_ Vvi U < r__ F- :�;ll 777 0 CN M ARK E3 2 D x #]I0 T-1-A 1, t", -tl`%k;V, SIJB-1-YANEL L I G 1111 N kG' C 0 NT A C' -l'OR 0 0) z w I x #10 '-.'F!-IWN STNIl 11) 0 MARI'( GiN. 1 __- 4 mv 2 x 4-1 () T-11TV/N ST'll","' 1), 1- f Gy 1 N G (_7C) A NEW ARE'A I..,jGffrs I x #10THWINI S 1 if E5 31/4" _1 x #1411-1 W1 jl`N� TEW E.S.D. BLj l'ONS Q'ry. 2 RD/1,1D/(IN11 E6 /4 3 #1 47-11RVI"41 "3"I'D' '_' R 0 MOTOR STARTER, x KA- E'17 -3/4" 'E" PANEL. "I Cl `N� CARD READER RD/F3'K/0'N F, n k, `R AN l�-,, r! i I Sl DE 6 m ml SEALOFF HAZARDOUS AREAS ",I/ TOP OF GRADE GROUND ALL RISERS 61' FOUNDATION . . ......... I T 4 PVC TAPE R),01D CONDUIT tf �- GALVANIZED WITH HALF-LAPPED TAPE RIGIDCONDUIT SWEEP GENERAL NOTES 1. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE. REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS, STRUCTURAL DETAILS, EXACT EQUIPMENT AND OUTLET LOCATIONS. 2. CONSTRUCTION TERMINOLOGY, AND THE STANDARDS OF INSTALLATION REQUIRED BY THESE CONTRACTOR DOCUMENTS ARE BASED ON PUBLISHED STANDARDS OF N.E.C.A. PROVIDE NE s (NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION), NATIONAL ELECTRICAL SAFETY CODE, AMERICAN NATIONAL STANDARDS INSTITUTE DOCUMENTS, NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION, UNDERWRITERS LABORATORIES, AND THE CALIFORNIA ELECTRICAL CODE 2010. SUBMITTAL OF BID INDICATES THE CONTRACTOR IS FAMILIAR OF CIRCUIT BREAKER/I THESE STANDARDS AND THE REQUIREMENTS NECESSARY TO PERFORM ALL THE WORK AS SET FORTH IN THESE CONTRACT DOCUMENTS AND ACCEPTS THE CONDITIONS. 3. CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS, SERVICE REQUIREMENTS AND EXACT LOCATIONS OF SERVICE FACILITIES BEFORE SUBMITTING BID. SUBMITTAL OF BID INDICATES CONTRACTOR ACCEPTS THE CONDITIONS UNDER WHICH HE SHALL BE REQUIRED TO PERFORM HIS WORK. 4. THE CONTRACTOR SHALL HAVE THE OPTION OF ROUTING RACEWAYS UNLESS OTHERWISE NOTED AND SHALL BE COORDINATED WITH OTHER TRADES. 5. CONTRACTOR SHALL PROVIDE ALL J-BOXES, PULL BOXES, ELLS, OFFSETS ETC., FOR A COMPLETE, CODE APPROVED, INSTALLATION OF ALL CONDUIT. FOOTAGE SHOWN ON ELECTRICAL SINGLE LINES AND RISER DIAGRAMS ARE FOR CALCULATION PURPOSES ONLY, AND ARE NOT FOR NODDING PURPOSES OR MATERIAL TAKEOFF. IT SHALL BE THE RESPONSIBILJTY OF THE CONTRACTOR TO REVIEW AND TO COORDINATE WITH MECHANICAL, FIRE PROTECTION, AND PLUMBING DRAWINGS FOR DUCTS, LINES, AND EQUIPMENT. Q 6. THE CONTRACTOR SHALL PERFORM HIS WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY, LOCAL CODES, O.S.H.A. AND 2006 NATIONAL ELECTRICAL CODE, 7. THE CONTRACTOR SHALL COORDINATE WITH OTHER TRADES AS TO THE EXACT LOCATION OF THEIR RESPECTIVE EQUIPMENT. SUPPLY POWER AND MAKE CONNECTIONS TO MOTORS AND EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS AS INDICATED ON THE SINGLE LINE DIAGRAM, ELECTRICAL DRAWINGS, AND DRAWINGS OF OTHER TRADES, REVIEW THE DRAWINGS OF OTHER TRADES, FOR CONTROL DIAGRAMS, SIZE AND LOCATION OF EQUIPMENT, DISCONNECT SWITCHES, STARTERS, WIRING, CONTROLS, AND tY CONDUIT FOR MECHANICAL AND PLUMBING OPERATIONS SHALL BE PROVIDED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING MANUFACTURER'S SHOP DRAWINGS PRIOR TO ROUCH-IN ALL CONDUIT TO THIS EQUIPMENT. B. CONTRACTORS SHALL USE MATERIALS THAT ARE NEW, AND OF THE SAME MANUFACTURER FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY THE (U.L.) UNDERWRITER'S LABORATORIES FOR THE USE AND ENVIRONMENT, AND SHALL BEAR THE INSPECTION LABEL WHERE SUBJECT TO APPROVAL, MATERIALS SHALL MEET WITH JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY A.N.S.I., U.L., N.E.M.A., AND N.B.F.U. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 9. THE CONTRACTOR SHALL EXCAVATE ALL TRENCH DEPTHS AND WIDTHS PER THE NX.C. AND SHALL COMPACT ALL EXCAVATIONS IN A CONTINUOUS LAYER OF NOT MORE THEN 6" COMPACTED DEPTH TO THE REQUIRED DENSITY OF NINETY PERCENTS (90%). THE CONTRACTOR SHALL ATTAIN THE SPECIFIED COMPACTION DENSITY BY MAINTAINING THE OPTIMUM MOISTURE CONTENT OF THE FILL MATERIAL. 10. P.V.C. CONDUIT SHALL BE USED UNDERGROUND ONLY, IF APPROVED BY LOCAL CODE. INSTALL PER ALL REQUIRED LOCAL CODES. ALL CONDUIT SWEEPS, RISERS, AND STUBS ABOVE GRADE SHALL BE I.M.C. WITH HALF-LAPPED TAPE COVERING OF FACTORY INSTALLED P.V.C. COATING. ROUTE ALL UNDERGROUND CONDUITS AROUND PROPOSED BUILDING AND FUTURE BUILDING LOCATIONS. NO OCAL USED ON THIS PROJECT, 11. UNDERGROUND CONDUIT INSTALLATION DEPTH SHALL BE PER THE FOLLOWING CURRENT N.E.C.: +24" BELOW STREETS, HIGHWAYS, ALLEYS, DRIVEWAYS OR PARKING LOTS 12. ALL CONDUIT SHALL BE INSTALLED CONCEALED WHERE PHYSICALLY POSSIBLE. 13. ALL CONDUIT ONLY (C.O.) SHALL HAVE A 3/16- PULL WIRE OR ROPE, MINIMUM. 14, ALL CONDUIT SHOWN AS EXPOSED OR APPROVED FOR INTERIOR EXPOSED INSTALLATION SHALL BE ELECTRICAL METALLIC TUBING (E.M.T.). SECURED WITH TWO-HOLE MALLEABLE PIPE STRAPS AND SCREWS. ALL BOXES AND FITTINGS SHALL BE SUPPORTED AND SECURED IN COMPLIANCE WITH N,E.C. ARTICLE 370, 15, ALL CONDUIT SHOWN AS EXPOSED OR APPROVED FOR EXTERIOR EXPOSED INSTALLATION SHALL BE INTERMEDIATE METALLIC CONDUIT (I.M.C.). SECURED WITH TWO-HOLE MALLEABLE PIPE STRAPS AND SCREWS. ALL BOXES AND FITTINGS SHALL BE SUPPORTED AND SECURED IN COMPLIANCE WITH N.E.C. ARTICLE 370. 16. ALL PENETRATIONS TO FIRE-RATED MATERIALS SHALL BE RESTORED TO EQUAL RATING AS REQUIRED BY THE STATE FIRE MARSHALL AND ALL OTHER GOVERNING BODIES, 17. ALL CONDUCTORS OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN COMPLIANCE WITH O.S.H.A. 1B® THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH THE PRESENTLY ADOPTED EDITION OF THE N.E.C., ARTICLE #250. 19. CONDUCTORS SHALL BE CODE ORADE, 600 VOLT CLASS, COPPER, MARKED 24" ALONG IT'S LENGTH SHOWING MANUFACTURER'S NAME, MAXIMUM ALLOWABLE VOLTAGE AND SIZE. CONDUCTORS SHALL BE TYPE "THWN" (WET) OR "THHN" (DRY} DELIVER CONDUCTORS TO THE JOB SITE IN UNBROKEN PACKAGES 5/8" DIAMETER X 10'-0" LONG COPPER CLAD GROUND ROD OR OTHER ELECTRODE AS C_'�ROUND ll,OD BOX SPECIFIED IN NATIONAL ELECTRIC CODE (N.E.C. 250-83). WITH GROUND CLAMP BARE COPPER TO GROUND GRID BARE COPPER GROUND GRID CONDUCTOR SIZE #2/0 MIN COPPER GROUND CONNECTING-TO CADWELD EQUIPMENT SHALL BEOWIN NOTES: 1, SIZE OF CONDUCTORS SHALL COMPLY WITH N.E,C, TABLE 250-95. 2, GFIECK RESIS"FANCE TO ("3ROUND. IF FRESISTANCEI-EXC .ED S 25 OFHVV� fNISTALl ADDI'T IC. NAL GROUND RODS, VVIll"ll C0N[jLJCl[_0RS F:51-10WN, SEEPARATEE) AT LFAST 105-0" UNTIL RESISTANCE IS REDUCED TO 2'55 01-lRiIS (,)R LESS if �F l E—C, 250). (_,,�()N FRAC"ITOR 111111UST DEIVICANISTRATE -1-0 OW�-JER OR O.S A. JNSPECTOR '11`11AT RESISTANICE IS 215 0`1-1 M � (,-)R LEI S& 6ROUHD: WElU DrETAIL DETAIL 112 SCALE: N.T.S. 71 20. WHERE A CONFLICT OCCURS BETWEEN THESE NOTES AND THE ELECTRICAL DRAWINGS ISSUED AS A PART OF THESE DOCUMENTS, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL 21. AT THE COMPLETION OF THE PROJECT, PROVIDE THE OWNER WITH ONE (1) SET OF COMPLETE UP TO DATE, "AS-BUILT- REPRODUCIBLE DRAWING, SHOWING ACTUAL DEPTHS OF UNDERGROUND CONDUIT RUNS AT ALL LOCATIONS. ALL BROCHURES, OPERATION MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED OVER TO THE OWNER AT PROJECT COMPLETION. 22, AFTER DATE OF ACCEPTANCE BY OWNER, THE COMPLETED PROJECT SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED IN A TIMELY MANNER, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. 23. ENGRAVED PLASTIC NAMEPLATES SHALL BE PROVIDED FOR ALL SWITCHBOARDS, PANEL BOARDS, LOAD CENTERS, TRANSFORMERS, AND TERMINAL CABINETS. PLATES SHALL BE 3 PLY, BLACK FACE, WHITE CORE, WITH 1/4- H1014 GOTHIC LETTERING OR EQUAL. 24. 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SIGN SPEGI�IG,4TSONS SSG�I ftEF. r SIGN NEED €D: Sl'OP MOTOR; NO SPApKTNG; (TYP 80TH SiOES }. 5Tt7F MUTOR MATERIAL: 2O° X i2" X 4.Q40° THK SHEET METAL ROUNDED CORNERS, FLAMMABOETGAS FASTENED WITH SCREWS OR STRAPS. 2' HIGH RED LETTERS WITH WHITE BACKGROUND. c.� s-- LOGAT24N: xN EACH SIDE OF 4UA0 HOSE D %SPENSER, NORTH AND SOUTH L.L.i � SIpE 4F ONG CpMPOUNp, ,. C) SIGN NEEDED: CNG ALARM y�y, 7 �� T °" p� �y �9 p� 9V !'ILf�F"4IVF MATERIAL: 12" X 4° SHEET METAL, ROUNDING CORNERS, FASTENED WITH SCREENS OR STRAPS, 2° HIGH RED LETTERS WITH WHITE BACKGROUND, LOCATION: NIA c� Vii' �� c i r L ,,g �$' R�� SIGN NEEDED NFAA HAZARp F+LACARD � B�..U� � Q ` MATERIAL: ib X 15 X 0.040 THK SHEET METAL 3° s: � � HIGH NUMERALS WITH BACKGROUND COLORS AS �� + Q NOTED. f �`j �ar'„�' .,��LL� LOCATTONa ON NORTH, SOURTFk, FACT, AND WEST STpE OF CNG GOhfPOUND AREA, ��i WHITE i � SIGN NEEDED: WARNING NO SMOKING FLAMMABLE GAS CFC 2208,1 „2.8 ,�, AND CFC 27D3,7.1 � WARNING NO SMOK2NG FLAMtvtA$LE GAS MATERIAL: 20” X 12° X Q.04D° THK SHEET METAL, ROUNDED CORNERS, FASTENED WITH SCREWS OR STRAPS. 2" HIGH RED LETTERS WITH WHITE BACKGROUND. (/''��,) '�•/ � LpCATTON: ARpUND GNG COMPQUN6 ANO CNG DTSPENSIN6 AREA.. ,+�, �§ {^ SIGN NEEDED: WARNING COMPRESSOR MAY START AUTDtiiATIGALLV �� 1 THE COMPRESSOR MAY MATERIAL:. 12° X S° SHEET METAL, ROUNDE6 CORNERS FASTENED WITH SCREWS OR STRAPS. 9ACKGROUNO I5 YELLDVA WITH t START AUTOtdATICALIY 1" BLACK LETTERING. LOCATION: MOUNTED GN ALL FOUR SIpES OF COMPRESSOR. STpN NEEQEp: 6A5 SHUT OFF VALVE GAS SHUTQFF MATERIAL: METAL TR4 WITH RED BACKGROUND ANO 1" WfiITE LETTERING, /`�y Y�J `��` VAL1fE LOCAf2DN: TIEp TO 80DY OF DRYER INLET GAS SHUT pFF VALVE. SIGN NEEDED: EMERGENCY SHUTDOWN {ESD) AND FIRE EXTINGUISHER �i�G CFC 2205.7 EME PiCi� NCiY �HUT�� MATERIAL: 20° X 32° SHEET METAL, ROUNDING CORNERS, FASTENED WITH SCREWS OR STRAPS. WHITE LETTERS pN A RED BACKGROUND. %'� IlCa FIRE EXTINGUISHER LOCATION: NEAR ESQ PUSHBUTTONS 8 FIRE EXTINGUISHERS, pN 80TH SIDBS ✓1 DF POLE MOUNTED PUSHBUTTONS (IF APPLTGABLEj. { SIGN NEEDED: DANGER HIGH VOLTAGE t �� MATERIAL: 10" X 14° SHEET METAL, ROUNDING CORNERS, FASTENE6 HIGH VOLTAGE 4JITH SCREWS. 1f2" HIGH SLACK LETTERS ON WHITE BACKGROUND. �'^� 1 9'� 1 LOCATION: NEAR ELECTRICAL CONTROL PANEL �� '�L' � s�� R��as € USE EiEERCFtyCV S8U1° #'FP � �� k� ®� SIGN NEEDED: IN CASE OF SPILL CONTACT INFQ. h9ATEflIAL: 16° X 20° SHEET METAL., ROUNDING CORNERS,. FASTENED WITH SCREWS. ALL CHARACTERS REO EXCEPT PHONE / ADDRESS. 1 ° HIGH BLACK LETTERS FpR PIiBtVE S11 n�Ar , PHONE /ADDRESS DN WHITE BACKGROUND. �� a LOCATION: IN FRONT 4F CNG COMPOUND SIGN NEEDED: CNG STORAGE PERMIT STORAGE PERM %T MATERIAL: TO 8E DETERMINED BY THE FIRE PREVENTION BUREAU - / ia�''} LOCATION: ON CNG STORAGE VESSELS -- H�f��U SIGN NEEDEp: HA�AADpUS MATERIAL MANAGEMEN3' PLAN M�1-- I- EF�TkAL MATERIALt "f0 HE OETERPdTNEQ 8V THE FIRE PREVENTION BUREAU ,,, f g b MANAGEMENT PLAN LOCATION: ON CNG STQRAGE VESSELS SIGN NEEDED: COMPRESSED NATURAL GAS SIGN CFC 30x3.4.1 MATERIAL: 7D° X 14" SHEET METAL, RpUNOINp CORNERS, FASTENED WITH SCREWS. 1!2" MTN t1IGtC BLACK LETTERS DN WHITE 8ACKGROUND. -^^^� - r / naT a. r�+��o��s��' P°A��n� � � LOCATION: ON SDUTHFJ4ST CORNER OF CNG STORAGE CYLINDERS. hi / /& SIGN NEEDED: CYLINDER SHALL 8E BONDEp. GFG 22D8.8,1.2.6 fBVaP t"A A��,�r � #�^y �y� r,,,�LIg11L�tyd,p�t� (t,�4�...�,. � MATERIAL: 10" X 14" SHEET METAL, RQUNpING 6<7RNER5, FASTENED WITH SCREWS i /2 ` MIN HTGhI BLACK LETTER6 ON ", i1j ��E � WHITE BACKGROUND LOCATION: DN CNG STORAGE CYLINDER SUPPORT STRUCTURE, SIGN NEEDED:: PORTP.BLE TANK REFUELING IS PRQHIBTTED. PORT��LE TAtV€ C r� PtEi CiE�LIN4,a T� MATERIAL: 10° X 74" SHEET METAL, ROUNDING CORNER&, FASTENEQ 4yITH 5CAEWS. 1 /2° MIN HIGH BLACK �� t'.LI ��^� -�� LETTERS DN WHITE BACKGROUNp. /1 LOCATION:. ON EAST SIDE OF STATION BO A8 TO BE SEEN UPON ENTRY OF STATION. ''�'� M F.,...A r r� 4 � c.� s-- �N t L.L.i � ,. 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