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1 2 3 4
<br /> GOVERNING BUILDING CODE 25. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT, LOCAL 7. WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A1064 AND BE FURNISHED IN SPECIAL INSPECTIONS _
<br /> PERMITTING AGENCY AND EPA REQUIREMENTS. FLAT SHEETS AND INSTALLED ON CHAIRS OR PRECAST CONCRETE BLOCKS.
<br /> GOVERNING BUILDING CODE:2018 WASHINGTON BUILDING CODE(2018 IBC) 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND OVERSEEING OF ALL
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<br /> 26. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING,BARRICADES,WARNING SIGNALS AND 8. NO TACK WELDING OF REINFORCING IN THE FIELD IS PERMITTED. SPECIAL INSPECTIONS REQUIRED BY THE AUTHORITY HAVING JURISDICTION.SPECIAL G P D G RO U P
<br /> GENERAL CONSTRUCTION NOTES SIMILAR DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE INSPECTIONS MUST BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL.
<br /> ENTIRE PERIOD OF CONSTRUCTION.REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE 9. PROVIDE CORNER BARS AT ALL LOCATIONS WHERE REINFORCEMENT CHANGES DIRECTION. Professional Corporation
<br /> 1. ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND ANY OTHER WORK. PAVEMENT MARKING NOTES
<br /> 10 PROVIDE STRAIGHT AND DIAGONAL BARS AT EDGES OF ALL OPENINGS s2o sown Maln streat sure 2s3i
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<br /> REGULATING AUTHORITIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK. A.330.5N.2101
<br /> 27. EXISTING UTILITIES:DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED 1. ALL PAVEMENT MARKINGS TO BE WHITE PAVEMENT PAINT,UNLESS STATED OTHERWISE.ALL 330.5]2.2100 Faz 330.572.210'I
<br /> 2. PRIOR TO COMMENCEMENT OF ANY WORK,THE CONTRACTOR SHALL VERIFY EXISTING BY THE OWNER OR OTHERS,EXCEPT WHEN PERMITTED IN WRITING FROM TESLA. 11. REINFORCING EMBEDMENT AND LAP SPLICES(INCHES)FOR 2500 PSI CONCRETE PAVEMENT MARKINGS WITHIN ADA AREAS SHALL BE PAINTED BLUE EXCEPT FOR COLORS
<br /> CONDITIONS AND NOTIFY THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE FROM 28 GRANULAR BACKFILL:SHALL MEET THE FOLLOWING GRADATION PER THE TABLE BELOW: OTHER TOP' DEFINED ON THE ADA PAVEMENT SYMBOL.
<br /> TESLA OF ANY DISCREPANCIES.ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT SPLICE
<br /> DOCUMENTS SHALL BE CORRECTED AT THE SUBCONTRACTORS SOLE EXPENSE. SIEVE SIZE TOTAL PERCENT PASSING # 3 15 19 19 BAR SIZE ANCHORAGE SPLICE ANCHORAGE SPLI LI 2. MARKING(STRIPING)PAINT FOR PARKING SPACES,TRAFFIC ARROWS,ADA PARKING AND
<br /> SYMBOLS,ETC.,PER LOCAL REQUIREMENTS AND AS FOLLOWS:
<br /> 3. SUBCONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO TESLA FOR 1 112 INCH 37.5 MM 100 # 4 19 25 25 33
<br /> APPROVAL BEFORE MAKING ANY CHANGES.DEVIATION FROM PLANS BEFORE WRITTEN 1 INCH 25.0 MML 75 TO 100 # 5 24 31 31 41 3. PAVEMENT MARKINGS PAINT SHALL BE WATER BASE FAST DRYING 100%ACRYLIC TYPE:
<br /> APPROVAL FROM TESLA PLACES LIABILITY ON THE SUBCONTRACTOR. 3/4 INCH 19.00 MM 80 TO 100 # 6 29 37 37 49 WATER BASE TO MEET FEDERAL SPECIFICATION TTP-01952B.FOR COLD WEATHER
<br /> 318 INCH 9.5 MM 35 TO 75 ' HORIZONTAL BARS WITH MORE THAN 12"OF CONCRETE BELOW BAR APPLICATION PAINT PRODUCT SHALL BE IN ACCORDANCE WITH ASTM-D2369,D1394,D3723,
<br /> C 4. ALL EQUIPMENT SHALL BE MOUNTED AS SHOWN.WHERE DETAILS ARE NOT PROVIDED, NO.4 4.75 MM 30 TO 60 D1475,D562 AND D711.
<br /> CONTRACTOR SHALL USE BEST CONSTRUCTION PRACTICES. 12. NON-SHRINK GROUT SHALL MEET A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 6000 PSI.
<br /> NO.30 0.600 MM 7 TO 30 4. PROVIDE A NON-SLIP AGGREGATE ADDITIVE TO MARKING PAINT USED AT ADA ACCESS RAMPS. T - 5 L n
<br /> 5. ALL SURFACES SHALL BE PATCHED AND PAINTED AROUND NEW DEVICES AND EQUIPMENT NO.200 0.75 MM 3 TO 15
<br /> TO MATCH EXISTING FINISHES. CHARGING CABINET PRE-FABRICATED ASSEMBLY FOUNDATION&ALL 5. APPLY 2 COATS WITHIN THE SAME DAY,UTILIZING STRAIGHT EDGES,YELLOW ON
<br /> 29. GRANULAR BEDDING AND TRENCH BACKFILL:WELL-GRADED SAND MEETING THE GRADATION CHARGING POST FOUNDATIONS- CONCRETE/WHITE ON ASPHALT EXCEPT WHEN MATCHING ADJACENT OR EXISTING COLOR
<br /> 6. ANY METAL SHAVINGS FROM SITE WORK SHALL BE CLEANED FROM ALL SURFACES WHERE REQUIREMENTS OF ASTM D2487(SE OR SW-SM). FROST DESIGN NOTES(BOTTOM OF FOUNDATION ABOVE FROST LEVEL): WHEN THE PAVING IS AN EXPANSION OR SEGMENT OF A LARGER LOT.
<br /> OXIDIZED OR CONDUCTIVE METAL SHAVINGS MAY CAUSE RUST, ELECTRICAL SHORT Pn�iss�o�seiaaoo oo.
<br /> CIRCUITS,OR OTHER DAMAGE. 30. UNSUITABLE MATERIAL: HIGH AND MODERATELY PLASTICS SILTS AND CLAYS .
<br /> MATERIAL CONTAINING REFUSE, FROZEN LUMPS, DEMOLISHED BITUMINOUS MATERIAL
<br /> 1 CONCRETE FOUNDATIONS SHOULD BEAR DIRECTLY ON A PROPERLY COMPACTED EXISTING SLAB REINFORCEMENT INVESTIGATION/X-RAY
<br /> , FREE-DRAINING GRANULAR FILL CONSISTING OF NO.57 STONE OR AN APPROVED
<br /> 7. APPROVALS FROM BUILDING INSPECTORS SHALL NOT CONSTITUTE AUTHORITY TO DEVIATE VEGETATIVE MATTER,WOOD,STONES IN EXCESS 3 INCHES IN ANY DIMENSION,AND
<br /> DEBRIS AS DETERMINED BY THE CONSTRUCTION MANAGER.TYPICAL THESE WILL BE SOILS EQUIVALENT. 1. CONTRACTOR SHALL VERIFY POST TENSIONING AND REINFORCEMENT LOCATION IN EXISTING
<br /> FROM THE DRAWINGS. CLASSIFIED BY ASTM AS PT,MH,CH,OH,ML,AND OL. CONCRETE SLAB PRIOR TO DRILLING.
<br /> 8. NEW PAVEMENT INSTALLED AS PART OF THIS PROJECT SHALL MATCH EXISTING PAVEMENT 2. GRANULAR FILL SHOULD EXTEND VERTICALLY TO THE MINIMUM RECOMMENDED REGIONAL
<br /> 31. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND FROST DEPTH AND LATERALLY 2/3D FROM THE FOUNDATION PERIMETER(EXCLUDING SIDE OF
<br /> SECTION.ASPHALT AND GAB DEPTHS SHALL BE MAINTAINED. SEDIMENT CONTROL MEASURES PER APPLICABLE PLAN PREPARED BY CONTRACTOR.THE PERIMETER ADJACENT TO CURB).GRANULAR FILL SHOULD BE PLACED IN 8 INCH LOOSE LIFTS LANDSCAPE/IRRIGATION NOTES
<br /> WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE AND COMPACTED WITH A VIBRATORY COMPACTOR.THE COMPACTION EQUIPMENT SHOULD BE
<br /> 9. THE TOPOGRAPHIC SURVEY CLARK LAND SURVEYING,INC,DATED 02 SHALL BE EVENT OF RAIN THE SITE WILL BE DRAINED AT ALL TIMES. OPERATED OVER THE FULL WIDTH OF THE FOUNDATION UNDERCUT AREA UNTIL VISIBLE 1. ALL DISTURBED AND PROPOSED LANDSCAPE AREAS SHALL RECEIVE 3"OF SHREDDED BARK
<br /> CONSIDERED PART OF THESE PLANS. THE G.C. IS RESPONSIBLE FOR
<br /> OR LOCATING DEFORMATION OF THE BACKFILL CEASES.SEE SHEET T-1 FOR LOCAL FROST DEPTH. MULCH TO MATCH EXISTING CONDITIONS ND COLOR.
<br /> IMPROVEMENTS PER THESE PLANS. 32. PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND
<br /> SMOOTH, EVEN SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF 3. GEOTEXTILE(FILTER FABRIC)SHOULD BE PLACED BETWEEN THE GRANULAR BACKFILL AND 2. IRRIGATION RELOCATION:CONTRACTOR FIELD VERIFY IF EXISTING IRRIGATION IS PRESENT, 0 0
<br /> 10. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THE PLAN ARE BASED ON FIELD CONSTRUCTION GRADING SHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY COHESIVE SOILS TO PRECLUDE THE INFILTRATION OF FINES. DETERMINE POINT OF CONNECTION,SYSTEM PRESSURE,FIXTURE TYPES,AND POTENTIAL
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<br /> SURVEYS. DUE TO THE LIMITATIONS IN TECHNOLOGY AND GROUND CONDITIONS,NOT ALL FOR EXPANSION. IF FOUND THAT THE EXISTING IRRIGATION SYSTEM IS CAPABLE OF
<br /> AND STRUCTURES. P w w UNDERGROUND UTILITIES ARE ABLE TO BE LOCATED. IF AN EXISTING UTILITY LINE IS EXPANSION AND REUSE THEN IT SHALL BE MODIFIED TO PROVIDE 100%COVERAGE OF THE
<br /> CHARGING CABINET PRE-FABRICATED ASSEMBLY FOUNDATION&ALL LANDSCAPE AREA.IF THE EXISTING IRRIGATION SYSTEM IS NOT CAPABLE OF EXPANSION, a > S 0
<br /> DAMAGED DURING CONSTRUCTION,IT SHALL BE DETERMINED IF SAID UTILITY LINE WAS w w z z
<br /> ABLE TO BE LOCATED WITH CURRENT TECHNOLOGY BEFORE THE UTILITY LOCATES WOULD CHARGING POST FOUNDATIONS-NO FROST DESIGN NOTES CONTRACTOR TO INSTALL A NEW CONTROLLER,BOOSTER PUMP,AND OTHER APPARATUSES ¢ rc w w ¢ ¢
<br /> TAKE RESPONSIBILITY. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO GENERAL FOUNDATION NOTES (BOTTOM OF FOUNDATION BELOW FROST LEVEL) NEEDED FOR A COMPLETE IRRIGATION SYSTEM. IRRIGATED AREAS SHALL BE IRRIGATED BY U) o m i i
<br /> CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO DRIP IRRIGATION OR SIMILAR FIXTURES BY THE SAME SUPPLIER. CONTRACTOR SHALL LU
<br /> STARTING CONSTRUCTION. 1. DETERMINATION OF FINAL BEARING ELEVATIONS, TOPSOIL AND EXCAVATION STRIPPING 1. CONCRETE FOUNDATIONS SHOULD BE SUPPORTED ON A 6 INCH COMPACTED LAYER OF ENSURE BUILDING WALLS AND WINDOWS WILL NOT BE DAMAGED OR STAINED BY IMPROPER O O z z m in
<br /> DEPTH, INSPECTION OF ALL SUBSOIL EXPOSED DURING STRIPPING, SITE GRADING, APPROVED FREE-DRAINING GRANULAR MATERIAL. IRRIGATION INSTALLATION OR POOR SELECTION OF FIXTURES.SYSTEM SHALL INCLUDE ALL 0 0 0 0 w w
<br /> SPRINKLER FIXTURES,DRIP TUBING,PIPING,VALVES,WIRING AND CONTROLS TO PROVIDE A
<br /> 11. ALL PROPERTY LINES,RIGHT OF WAYS,CENTERLINES,DIMENSIONS,GRADES,AND UTILITY EXCAVATION OPERATIONS,APPROVAL OF FILL MATERIALS,DENSITY TESTING OF FILLS TO, INSPECTION OF FOUNDATION 2. APPROVED MATERIAL SHOULD BE COMPACTED OVER THE FULL WIDTH OF THE INFILL AREA COMPLETE FUNCTIONAL SYSTEM THAT SHALL COMPLY WITH CITY CODE.PRIOR TO UPDATING . . 0 c7> > z z N
<br /> LOCATIONS SHOWN ON THESE PLANS WERE BASED ON A TOPOGRAPHIC SURVEY.THE ENSURE PLACEMENT PER SPECIFICATION REQUIREMENTS m w m w
<br /> CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. BEARING SURFACES, AND VERIFICATION OF ALLOWABLE BEARING PRESSURES ARE THE UNTIL VISIBLE DEFORMATION OF THE BACKFILL CEASES. THE IRRIGATION SYSTEM, A CERTIFIED IRRIGATION DESIGNER SHALL PROVIDE SHOP
<br /> TESTING LABORATORY'S RESPONSIBILITY. DRAWINGS TO TESLA FOR APPROVAL.UPON APPROVAL OF SHOP DRAWINGS,THE UPDATED
<br /> IRRIGATION SYSTEM SHALL BE APPROVED BY OWNER FOR FINAL ACCEPTANCE. H
<br /> 12. THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE THEMSELVES Q
<br /> WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK.ANY DISCREPANCIES SHALL BE 2. ALL FOUNDATIONS ARE TO REST ON FIRM UNDISTURBED SOIL OR COMPACTED FILL FREE STRUCTURAL STEEL o
<br /> BROUGHT TO THE ATTENTION OF TESLA PRIOR TO THE COMMENCEMENT OF WORK. FROM ORGANIC MATTER. IF POOR SOIL CONDITIONS ARE ENCOUNTERED AT FOUNDATION > o 0 0
<br /> DEPTHS SHOWN, NOTIFY OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH MATERIAL PROPERTIES: ¢ m 0 0
<br /> 13. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY CONSTRUCTION.
<br /> COMPANY SPECIFICATIONS AND FEDERAL, STATE AND LOCAL JURISDICTION CODES, PLATE: ASTM A36 UNO RpO A S
<br /> ORDINANCES AND APPLICABLE REGULATIONS. 3. CONTRACTOR SHALL COMPACT SUBGRADE.SEE FROST/NO FROST DESIGN NOTES BELOW. PIPE: ASTM A53,TYPE E OR S,GRADE B(Fy=35 KSI) �P of WAS
<br /> B TUBE: ASTM A1085 GRADE A(Fy=50 KSI)
<br /> 14. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, 4. FOUNDATIONS HAVE BEEN DESIGNED BASED ON AN ASSUMED ALLOWABLE SOIL BEARING
<br /> EQUIPMENT,APPURTENANCES,AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS CAPACITY OF 1500 PSF UNLESS NOTED OTHERWISE. 1. DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO THE 2010 AISC (360-10)
<br /> AS INDICATION ON THE DRAWINGS. SPECIFICATIONS.
<br /> 5. NEW FOOTINGS PLACED ADJACENT TO EXISTING FOOTINGS SHALL BEAR AT THE SAME 55T71
<br /> 15. PLANS ARE NOT TO BE SCALED.THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC ELEVATION,UNLESS NOTED OTHERWISE. 2. ALL WELDING SHALL BE DONE USING E-70XX ELECTRODES IN ACCORDANCE WITH AWS D1.1 O REp/g�4
<br /> OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SPECIFICATIONS. .`ON AL
<br /> SURFACES UNLESS OTHERWISE NOTED.SPACING BETWEEN EQUIPMENT IS THE MINIMUM 6. STEP FOOTINGS AT A RATIO OF ONE(1)VERTICAL TO TWO(2)HORIZONTAL WITH A MAXIMUM 09/08/22
<br /> REQUIRED CLEARANCE.THEREFORE,IT IS CRITICAL TO FIELD VERIFY DIMENSIONS,SHOULD VERTICAL STEP OF 2'-0"UNLESS NOTED OTHERWISE. 3. FIELD VERIFY ALL CONDITIONS AT AND CONNECTIONS TO THE EXISTING CONSTRUCTION EXPIRES 04/16/2024
<br /> THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS,THE CONTRACTOR BEFORE FABRICATION. EXISTING LEGEND
<br /> SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM TESLA PRIOR TO 7. INUNDATION AND LONG TERM EXPOSURE OF BEARING SURFACES,WHICH WILL RESULT IN
<br /> PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. DETERIORATION OF BEARING FORMATIONS,SHALL BE PREVENTED. FOOTINGS SHALL BE 4. ALL EXPOSED STRUCTURAL STEEL,ANCHOR RODS AND BOLTS SHALL BE HOT DIP GALVANIZED -PAL- APPARENT PROPERTY LINE (11) CATCH BASIN
<br /> MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH PLACED IMMEDIATELY FOLLOWING FOOTING EXCAVATIONS AND BEARING SURFACE PER ASTM A123.
<br /> MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY TESLA PRIOR INSPECTION. -R/W- APPARENT RIGHT OF WAY CURB INLET Q
<br /> TO PROCEEDING WITH WORK. 5. UNLESS NOTED OTHERWISE ON THE DRAWING,ALL ANCHOR RODS SHALL CONFORM TO ASTM -CAL- APPARENT CENTERLINE `S STORM MANHOLE U)
<br /> 8. UTILITY LINES SHALL NOT BE PLACED THROUGH OR BELOW FOUNDATIONS WITHOUT THE F1554 Gr 55 WITH HEAVY HEXAGONAL NUT. -WM- WATER MAIN J _ w
<br /> 16. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH APPROVAL OF THE ENGINEER OF RECORD. �Sa� SANITARY MANHOLE J CD ui
<br /> MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 6. SUBMIT FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS, -W- WATER LINE Z N
<br /> -IR- IRRIGATION LINE O 9. GROUNDWATER ASSUMED TO BE BELOW EXCAVATION DEPTH. IF GROUNDWATER IS MATERIAL DESIGNATIONS,AND TOP STEEL ELEVATIONS FOR APPROVAL.THE SHOP DRAWINGS �0 UNKNOWN MANHOLE Q 00 O
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<br /> 17. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, ENCOUNTERED DURING EXCAVATION ON SITE,CONTRACTOR SHALL PROVIDE FOR ANY SITE WILL BE REVIEWED FOR GENERAL CONFORMANCE TO THE CONTRACT DRAWINGS. SUCH t G C7
<br /> THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR DRAINAGE AND DE-WATERING REQUIRED. APPROVAL SHALL NOT RELIEVE THE FABRICATOR/CONTRACTOR OF THE RESPONSIBILITY FOR -GAS- GAS LINE iS2; SANITARY VALVE I--
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<br /> v APPROVAL BY THE TESLA PRIOR TO PROCEEDING. EITHER THE ACCURACY OF THE DETAILED DIMENSIONS IN THE SHOP AND ERECTION -ST- STORM LINE SEPTIC TANK I
<br /> 10. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING PUBLIC AND PRIVATE UTILITIES PRIOR DRAWINGS OR THE GENERAL FIT-UP OF PARTS THAT ARE TO BE ASSEMBLED IN THE FIELD. J
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<br /> OOT ACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES INSES. EXCA ION.AVATION. IF NECESSARY, UTILITIES SHALL BE RELOCATED PRIOR TO FOUNDATION TRAFFIC CONTROL NOTES OH OVERHEAD ELECTRIC ® WATER METER Q Q
<br /> -E- ELECTRIC MAIN W J W
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<br /> U 19. CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT CONCRETE 1. DURING THE CONSTRUCTION PERIOD; SIDEWALKS, SHOULDERS, TRAVEL LANE(S), OR WATER VALVE Lu � (IfLLI
<br /> EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST STREETS MAY HAVE TO BE TEMPORARILY CLOSED OR RESTRICTED FOR THE UNLOADING/ ] w LU LLJ Z
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<br /> 3 ACCEPTED PRACTICE. 1. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 301-10,"STANDARD SPECIFICATION LOADING OF EQUIPMENT OR AS A RESULT OF CONSTRUCTION ACTIVITIES THEMSELVES. IT IS L/P- LIGHT POLE CONDUIT LLJ •�> W
<br /> FOR STRUCTURAL CONCRETE"AND ACI 302,305 AND 306 UNLESS NOTED OTHERWISE. THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE DIRECTLY WITH THE LOCAL 'Tl��� EXISTING BUILDING WATER MANHOLE U) LLI 'n
<br /> 20. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, GOVERNING AUTHORITIES ON ANY SUCH CLOSURES AND MUST OBTAIN WRITTEN PERMISSION 1 AA * V
<br /> LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT 2 ALL DETAILING,FABRICATION AND PLACING OF CONCRETE SHALL CONFORM TO ACI 318-14, FROM THE APPROPRIATE AUTHORITIES PRIOR TO IMPLEMENTING SUCH CLOSURES OR '\ LIGHT POLE GAS VALVE L0
<br /> w CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AND THE LATEST ACI RESTRICTIONS. ANY CLOSURE OR RESTRICTION MUST COMPLY WITH THE STATE MANUAL OF O
<br /> "MANUAL OF STANDARD PRACTICE FOR DETAIL REINFORCED CONCRETE STRUCTURES" UNIFORM CONTROL DEVICES(MUTCD)FOR STREETS AND HIGHWAYS(LATEST EDITION AND GAS METER
<br /> 21. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF UNLESS NOTED OTHERWISE. REVISION),AND WITH ANY AND ALL ADDITIONAL APPLICABLE CITY,VILLAGE,OR COUNTY POWER POLE _
<br /> c CONSTRUCTION. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER REQUIREMENTS. THE CONTRACTOR SHALL PREPARE AND SUBMIT A FORMAL TRAFFIC GAS MANHOLE
<br /> UTILITIES SHALL BE PROTECTED AT ALL TIMES. CONTROL / MOT PLAN TO THE LOCAL GOVERNING AUTHORITIES IF REQUESTED. ALL ± ISSUED FOR:
<br /> ry 3. SAFETY AND PERFORMANCE OF THE STRUCTURE ARE THE RESPONSIBILITY OF THE POWER/TELEPHONE POLE SI GAS SERVICE METER
<br /> CONTRACTOR INSOFAR AS THEY ARE AFFECTED BY THE LOCATION AND DETAILS OF REQUIRED CONSTRUCTION TRAFFIC MAINTENANCE DEVICES SHALL BE PROVIDED,ERECTED 9 PERMIT XXX
<br /> v 22. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION JOINTS. SHOP DRAWINGS OF THE PROPOSED CONSTRUCTION JOINT AND MAINTAINED,AND ULTIMATELY REMOVED BY THE CONTRACTOR.
<br /> 3 CONSTRUCTION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, [t] TELEPHONE PEDESTAL
<br /> LOCATIONS AND DETAILS ARE TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. LIGHT/TELEPHONE POLE BID XXX
<br /> A SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION 2. THE CONTRACTOR SHALL MAINTAIN SAFE AND SATISFACTORY ACCESS TO ALL ABUTTING (/1 TELEPHONE MANHOLE
<br /> AND SEDIMENT CONTROL. 4. MAXIMUM SIZE OF AGGREGATE SHALL NOT EXCEED SIZE SUITABLE FOR INSTALLATION PROPERTIES AND INTERSECTING STREET AT ALL TIMES DURING THE CONSTRUCTION OF THE CONSTRUCTION XXX
<br /> w METHOD UTILIZED OR 1/3 CLEAR DISTANCE BEHIND OR BETWEEN REINFORCING.MAXIMUM IMPROVEMENTS ANTICIPATED. DRIVEWAYS MUST BE MAINTAINED AND ALL TRENCHES SHALL TELEPHONE POLE CABLE TV PEDESTAL
<br /> 23. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR SIZE MAY BE INCREASED TO 213 CLEAR DISTANCE PROVIDED WORKABILITY AND METHODS OF BE BACKFILLED AT THE END OF EACH WORK DAY. PER THE STATE MUTCD AND OTHER /� RECORD XXX
<br /> DRAWINGS PROVIDED BY THE SITE OWNER.CONTRACTORS SHALL NOTIFY TESLA OF ANY CONSOLIDATION SUCH AS VIBRATING WILL PREVENT HONEYCOMBS OR VOIDS. APPLICABLE APPROPRIATE GOVERNING REQUIREMENTS,THE CONTRACTOR SHALL PROVIDE O BOLLARD
<br /> ' DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. ALL NECESSARY SAFEGUARDS SUCH AS BARRICADES, SATISFACTORY BARRIERS, CONES, POWER/LIGHT POLE
<br /> INSTALL MANAGER DESIGNER
<br /> SIGNAGE BARRELS MESSAGE BOARDS LIGHTING FLAGMEN LAW ENFORCEMENT OFFICERS � SIGN
<br /> 5. ALL CONCRETE UNLESS NOTED OTHERWISE SHALL DEVELOP A MINIMUM COMPRESSIVE
<br /> 24. FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE STRENGTH IN 28 DAYS AS FOLLOWS:ALL CONCRETE-2500 PSI.ALL CONCRETE EXPOSED TO ETC.TO AVOID DAMAGE AND/OR INJURY TO VEHICLES AND PERSONS TRAVERSING THE RE_
<br /> PERFORMED BY AN INDEPENDENT TESTING LAB.THIS WORK TO BE COORDINATED BY THE CONSTRUCTION AREA. POWER/LIGHTITELE POLE LUMINESCENT SIGN
<br /> WEATHER SHALL CONTAIN 6%(±1%)AIR ENTRAINMENT.
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