SSIBLE RACEWAY CONDULETS APPROVED FOR THIS <br />MP ROPE FOR PULLING CONDUCTOR OR CABLES <br />SUFFICIENT LENGTH IN ALL BOXES & EQUIPMENT TO <br />A MANNER TO AVOID TENSION ON CONDUCTORS OF <br />JURY AND MOISTURE. SHARP BENDS OVER CONDUIT <br />) REPLACED AT THE SUBCONTRACTOR'S EXPENSE. <br />G SYSTEM AND GROUNDING SYSTEM AS INDICATED <br />(CURRENT SHALL BE GROUNDED IN ACCORDANCE <br />31LITY GROUNDING STANDARD ND-00071, ND-00135, <br />TH ASSEMBLY OF MATERIALS, INCLUDING <br />50RIES AS REQUIRED FOR A COMPLETE <br />PATH TO GROUND WITH GRADUAL BEND AS <br />PLY BENT. ROUTE GROUNDING CONNECTIONS AND <br />POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. <br />>HT AND WHERE THE MAIN GROUNDING <br />RACTOR SHALL ROUTE TWO GROUNDING <br />)UNDING RING, TO THE EXISTING GROUNDING <br />210 AWG COPPER. ROOFTOP GROUNDING RING <br />3 STEEL COLUMNS LIGHTNING PROTECTION SYSTEM, <br />SING ONLY). <br />BOLTS, IN ACCORDANCE WITH MANUFACTURER'S <br />3. WHERE MANUFACTURER'S TORQUING <br />-Y WITH TIGHTENING TORQUE VALUES SPECIFIED IN <br />POINTS TO THE EXISTING GROUNDING SYSTEM. ALL <br />)THERMIC WELD PROCESS AND INSTALLED IN <br />:XOTHERMIC WELDED CONNECTIONS SHALL BE <br />RMANENTLY CONCEALED. <br />4CES WHERE FACTORY APPLIED PROTECTIVE <br />;OMPOUND ON ALL COMPRESSION GROUNDING <br />CTOR SHALL BE INSTALLED IN ALL FEEDER AND <br />VDING CONDUCTOR TO AGROUND BAR. <br />OMINAL DEPTH OF 36" MINIMUM BELOW GRADE, OR <br />.ETE SHALL BE INSTALLED IN SCHEDULE 40 PVC <br />N STRICT ACCORDANCE WITH MANUFACTURER'S <br />R HOLES. INSTALL PROTECTIVE BOX FLUSH WITH <br />'TH OR 6" BELOW FROST LINE, USING THE GREATER <br />DC~ PROVIDE WRITTEN DOCUMENTATION FOR ALL TESTS LISTED TO SUBCONTRACTOR.~L oc .,wc c -11- 1-- REGARDING THEIR EXACT MEANING THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT SHALL <br />e <br />2. PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL CONTINUITY AND PROPER POLARITY CLARIFICATIONS. <br />CONNECTIONS. <br />3. MEASURE AND RECORD VOLTAGES BETWEEN PHASES AND BETWEEN PHASE CONDUCTORS AND NEUTRALS. SUBMITA <br />REPORT OF MAXIMUM AND MINIMUM VOLTAGES. <br />4, PERFORM GROUNDING TEST TO MEASURE GROUNDING RESISTANCE OF GROUNDING SYSTEM USING THE IEEE STANDARD <br />3-POINT "FALL-OF-POTENTIAL" METHOD. PROVIDE PLOTTED TEST VALUES AND LOCATION SKETCH. NOTIFY THE ENGINEER <br />IMMEDIATELY IF MEASURED VALUE IS OVER 5 OHMS. <br />(_CAICA~I M(1TFC <br />1. THIS FACILITY IS EXEMPT FROM HANDICAP REQUIREMENTS PER 2010 CBC SECTION 1105B.3.4 EXCEPTION #1. THIS FACILITY IS <br />NON-OCCUPIABLE SPACE AND ENTERED ONLY BY SERVICE PERSONNEL. THIS SPACE IS NOT FOR HUMAN OCCUPANCY. <br />2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID. ANY DISCREPANCIES, <br />CONFLICTS OR OMISSIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO SUBMITTING BIDS, AND PROCEEDING WITH ANY WORK. <br />3. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE <br />PLANS, SPECIFICATIONS, & NOTES PRIOR TO STARTING CONSTRUCTION. INCLUDING BUT NOT LIMITED BY DEMOLITION. THE <br />CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERRORS, OMISSION, OR INCONSISTENCY AFTER THE START OF <br />CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND SHALL INCUR ANY <br />EXPENSES TO RECTIFY THE SITUATION. THE METHOD OF CORRECTION SHALL BE APPROVED BY THE ARCHITECT OR THE ENGINEER <br />RESPONSIBLE OF THE PROJECT. <br />4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, WHETHER OR <br />NOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE <br />EXPENSE OF REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK. CONTACT <br />USA DIG ALERT @ 811 <br />5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING <br />CONSTRUCTION. ANY DAMAGE TO PROPOSED OR EXISTING SURFACES, STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY <br />REPAIRED OR REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER. THE CONTRACTOR SHALL BEAR THE EXPENSE OF <br />REPAIRING OR REPLACING ANY DAMAGED AREAS. <br />6. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW SHALL BE <br />AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS <br />REFLECT THE SAME INFORMATION AS THE APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE <br />SITE FOR THE PURPOSE OF DOCUMENTING ALL AS-BUILT CHANGES, REVISIONS, ADDENDA, OR CHANGE ORDERS. THE CONTRACTOR <br />SHALL FORWARD THE AS-BUILT/HIRED DRAWINGS TO THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT AT THE <br />CONCLUSION OF THE PROJECT. <br />7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE WORK IS IN PROGRESS UNTIL <br />THE JOB IS COMPLETE. <br />8. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER, WATER, AND TOILET FACILITIES AS REQUIRED BY THE <br />PROPERTY OWNER OR GOVERNING AGENCY. <br />9, ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE LATEST C.B.C. AND ALL OTHER GOVERNING CODES, <br />INCLUDING THE CALIFORNIA ADMINISTRATIVE CODES TITLE 8, 19, AND 24. THE MOST RESTRICTIVE CODE SHALL GOVERN. <br />10. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE REGULATIONS INCLUDING ALL OSHA <br />REQUIREMENTS. <br />11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO <br />EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE <br />STRUCTURE OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. <br />12. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK, USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS. HE IS <br />SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCING AND <br />COORDINATING ALL PORTIONS OF THE WORK UNDER THE PROJECT. <br />13. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONS WITH RESPECT TO <br />THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR AUTHORIZED AGENT. <br />CONTRACTOR SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT. <br />14. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCES. <br />15. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS, OR SUPPORTS FOR INSTALLATION OF <br />ITEMS INDICATED ON THE DRAWINGS. <br />16. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL OR U.L. APPROVED MATERIALS TO FILL/SEAL PENETRATIONS THROUGH FIRE <br />RATED ASSEMBLIES. <br />Know what's belt <br />CALL before YOL <br />DIG ALERT CALL AT LEAST T <br />DAYS BEFORI <br />3REVIATION <br />DEFINITION <br />ABBREVIATION <br />DEFINITION <br />FABRICATION(OR) <br />PWR. <br />POWER (CABINET) <br />4 <br />PROPOSED ANTENNA <br />OX GRID REFERENCE <br />FINISH FLOOR <br />QTY. <br />QUANTITY <br />FINISH GRADE <br />RAD.(R) <br />RADIUS <br />FINISH(ED) <br />REF. <br />REFERENCE <br />C:,-) <br />EXISTING ANTENNA <br />e DETAIL REFERENCE <br />FLOOR <br />REINF <br />. <br />R EINFORCEMENT(ING) <br />x-x <br />FOUNDATION <br />REQ'D. <br />REQUIRED <br />' <br />FACE OF CONCRETE <br />RGS. <br />RIGID GALVANIZED STEEL <br />® <br />GROUND ROD <br />N. <br />FACE OF MASONRY <br />RRU. <br />RADIO REMOTE UNIT <br />FACE OF STUD <br />SCH. <br />SCHEDULE <br />ELEVATION REFERENCE <br />N. <br />FACE OF WALL <br />FINISH SURFACE <br />SHT. <br />SIM. <br />SHEET <br />SIMILAR <br />Tr <br />GROUND BUS BAR <br />xx <br />1 <br />FOOT(FEET) <br />SPEC. <br />SPECIFICATION(S) <br />FOOTING <br />SQ. <br />SQUARE <br />GROWTH (CABINET) <br />S.S. <br />STAINLESS STEEL <br />• <br />MECHANICAL GRND. CONN. <br />GAUGE <br />STD. <br />STANDARD <br />x SECTION REFERENCE <br />GALVANIZE(D) <br />STL. <br />STEEL <br />x-x <br />GROUND FAULT CIRCUIT INTERRUPTER <br />STRUC. <br />STRUCTURAL <br />(GLU-LAM) <br />GLUE LAMINATED BEAM <br />TEMP. <br />TEMPORARY <br />■ <br />CADWELD <br />GLOBAL POSITIONING SYSTEM <br />THK. <br />THICK(NESS) <br />GROUT OR PLASTER <br />D. <br />GROUND <br />TMA <br />TOWER MOUNTED AMPLIFIER <br />UNITER <br />T.N. <br />TOE NAIL <br />GROUND ACCESS WELL <br />HANGER <br />T.O.A. <br />TOP OF ANTENNA <br />O (E) BRICK <br />HEIGHT <br />T.O.C. <br />TOP OF CURB <br />1. <br />ISOLATED COPPER GROUND BUS <br />T.O.F. <br />TOP OF FOUNDATION <br />ELECTRIC BOX <br />1 <br />INCH(ES) <br />T.O.P. <br />TOP OF PLATE (PARAPET) <br />O (E) MASONRY <br />INTERIOR <br />T.O.S. <br />TOP OF STEEL <br />t) <br />POUND(S) <br />T.O.W. <br />TOP OF WALL <br />LAG BOLTS <br />TYP. <br />TYPICAL <br />Q <br />TELEPHONE BOX <br />CONCRETE <br />LINEAR FEET (FOOT) <br />U.G. <br />UNDER GROUND <br />LONG(ITUDINAL) <br />U.L. <br />UNDERWRITERS LABORATORY <br />MASONRY <br />U.N.O. <br />UNLESS NOTED OTHERWISE <br />GHT POLE <br />- <br />= EARTH <br />MAXIMUM <br />V.I.F. <br />VERIFY IN FIELD <br />MACHINE BOLT <br />W <br />WIDE(WIDTH) <br />H. <br />MECHANICAL <br />MANUFACTURER <br />W/ <br />WD. <br />WITH <br />WOOD <br />O <br />FND. MONUMENT <br />GRAVEL <br />MINIMUM <br />W.P. <br />WEATHERPROOF <br /> <br />MISCELLANEOUS <br />WT. <br />WEIGHT <br />METAL <br />Q <br />CENTERLINE <br />SPOT ELEVATION <br />PLYWOOD <br />PROPOSED <br />R <br />PLATE <br /> <br />NUMBER <br />3. <br />NOT TO SCALE <br />SAND <br />ON CENTER <br />® <br />SET POINT <br />G. <br />OPENING <br />PRECAST CONCRETE <br />WOOD CONT. <br />CENTERLINE <br />- - - <br />PROPERTY/LEASE L <br />Q <br />MATCH LINE <br />WORK POINT <br />GROUND CONDUCT <br />T <br />TELEPHONE CONDL <br />E <br />ELECTRICAL CONDL <br />(POWER) <br />A <br />COAXIAL CABLE <br />T/E <br />OVERUNIT SERVICE <br />CONDUCTORS <br />X <br />CHAIN LINK FENCIN) <br />