1321 COLBY AVE 2023 A T AND T ANTENNAS Plans 2025-03-18

LIMITS OF LIABILITY: WORK REQUIREMENTS: ABBREVIATIONS: LEGEND: -i RYKA CONSULTING HAS MADE EVERY EFFORT TO CREATE COMPLETE AND 1. ALL WORK MUST BE PERFORMED DURING THE OWNERS PREFERRED / -- --�--�SUBJECT BOUNDARY LINE ACCURATE CONTRACT DOCUMENTS WITH THE.BEST INFORMATION HOURS. A/C AIR CONDITIONING MAX MAXIMUM AVAILABLE AT THE TIME OF THEIR COMPLETION. CONTRACTORS ARE AGL ABOVE GROUND LEVEL MECH MECHANICAL - - ADJACENT BOUNDARY LINE DOCUIONEDMENT THAT MINOR DSSHA OR ERRORS IE THE CONTRACT 2. THE CTRUCTION R SH ETBE SOLELYDS. RESPONSIBLE FOR ALL AMSL ABOVE PPRO MEANAT SEA LEVEL MTLFR METAL ------- a t&t DOCUMENTS MAY OCCUR AND SHALL NOT EXCUSE THE CONTRACTOR FROM CONSTRUCTION MEANS. METHODS, TECHNIQUES. SEQUENCES, AND APPROX APPROXIMATELY MFR MANUFACTURE ----------SECTIONAL BREAKDOWN LINE COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER AWG AMERICAN WIRE GAGE MGR MANAGER - RIGHT-OF-WAY CENTERLINE INTENT OF THE DOCUMENTS. REFERENCE ADMINISTRATIVE REQUIREMENTS. THE CONTRACT. MIN MINIMUM BCW BARE COPPER WIRE MISC MISCELLANEOUS - - RIGHT-OF-WAY LINE �� Mobility 3. ALL WORK PERFORMED ON THE PROJECT SHALL BE IN ACCORDANCE WITH BLDG BUILDING CONTRACT DOCUMENTS: ALL APPLICABLE CODES AND STANDARDS. SEE STRUCTURAL NOTES. BLK BLOCKING NA NOT APPLICABLE -COAX--COAX--WAX-COAX CABLE UNE NIC NOT IN CONTRACT --FIBER-FIBER FIBER OPTIC CABLE LINE 1. THE CONTRACT DOCUMENTS INCLUDE THE AGENCY APPROVED 4. IF INSPECTION OF WORK IS REQUIRED, THE CONTRACTOR SHALL NOTIFY CLR CLEAR NTS NOT TO SCALE PROJECT SPECIFICATIONS. PLANS, AND THEIR LATEST REVISIONS, THE INSPECTION ENTITY 24 HOURS IN ADVANCE OF THE WORK TO BE COAX COAXIAL CABLE OHP-OHP OVERHEAD POWER LINE -.....»«-,.. --«.d ADDENDA, AND CLARIFICATIONS. THE CONTRACT DOCUMENTS MAY PERFORMED. CONC CONCRETE OC ON CENTER OHT OHT OVERHEAD TELEPHONE LINE ALSO INCLUDE NETWORK CARRIER STANDARDS FOR INSTALLATION OF CONST CONSTRUCTION OD OUTSIDE DIAMETER TELECOMMUNICATIONS EQUIPMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY CONE CONTINUOUS -UGP-TGP-UGP- BURIED POWER LINE RYKA ONSULTING AGENCIES PRIOR TO WORK WITH UTILITIES. REFERENCE UTILITIES SECTION. PLYWD PLYWOOD 2. THE CONTRACTOR SHALL KEEP A MINIMUM OF ONE SET OF CONTRACT DIA DIAMETER PROJ PROJECT -GAS-GAS-GAS- BURIED GAS LINE DOCUMENTS ON FILE IN THE PROJECT OFFICE AT THE JOB SITE. 6. THE CONTRACTOR SHALL COORDINATE ON-SITE STORAGE WITH OWNER IN DWG DRAWING- PROP PROPERTY -UGT-UCT-UGT- BURIED TELEPHONE LINE COPIES OF THE PROJECT DOCUMENTS USED BY SITE STAFF SHALL BE ADVANCE OF WORK. PERMITS MAY BE REQUIRED FOR STORAGE ON PT PRESSURE TREATED 5 628 AIRPORT WAY UP TO DATE WITH THE PROJECT OFFICE COPY. PUBLIC RIGHT OF WAY. EA EACH -W-W-W-W- BURIED WATER UNE ELEV ELEVATION REQ REQUIRED SOUTH, SUITE 330 3. THE CONTRACTOR SHALL NOTIFY THE PROJECT TEAM OF ANY ERRORS, 7. ALL NEW CONSTRUCTION SHALL MATCH EXISTING CONSTRUCTION IN FORM, ELEC ELECTRICAL RF RADIO FREQUENCY -SS SS SS- BURIED SANITARY SEWER OMISSIONS, AND INCONSISTENCIES FOUND IN THE CONTRACT TEXTURE, FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE EC) EQUAL RM ROOM SEATTLE, WA 98108 DOCUMENTS. THE NOTIFICATION SHALL BE GIVEN BOTH VERBALLY AND CONSTRUCTION DOCUMENTS. EQUIP EQUIPMENT RO ROUGH OPENING -SD sDsG- BURIED STORM DRAIN IN WRITING WITHIN 24 HOURS OF DISCOVERY. EXT EXTERIOR RRH REMOTE RADIO HEAD - - - - • -DITCH LINE/FLOW LINE 8. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROTECT EXISTING RRU REMOTE RADIO UNIT 4. IF AN ERROR OR OMISSION IN THE PROJECT DOCUMENTS REQUIRES WORK FROM DAMAGE DURING THE COURSE OF WORK FOR THIS PROJECT. FIN FINISH VEGETATION UNE RECTIFICATION. THE CONTRACTOR SHALL SUBMIT A PROPOSAL TO THE FLUOR FLUORESCENT SHT SHEET -X-X-X-X-X-CHAIN LINK FENCE PROJECT TEAM TO RECTIFY THE ISSUE. THE PROPOSAL MUST BE 9. THE CONTRACTOR SHALL PROVIDE WORK WHICH IS LEVEL, PLUMB, AND FLR FLOOR SIM SIMILAR RFDS V2.00 DATED:02/21/2023 APPROVED PRIOR TO WORK. WITHIN TOLERANCES SPECIFIED BY CODES AND STANDARDS INCLUDED IN FT FOOT SPEC SPECIFICATION p p O WOOD FENCE THE STRUCTURAL NOTES. FRP FIBER-REINFORCED SF SQUARE FOOT 5. THE CONTRACT DRAWINGS ARE PREPARED TO SCALE WITH THE BEST POLYMER SS STAINLESS STEEL -R-R-R-R-R-R-R-R-BARBED WIRE/WIRE FENCE KNOWLEDGE OF THE SITE GIVEN TO RYKA CONSULTING. WHERE 10.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS STL STEEL DIMENSIONS ARE NOT SHOWN IN THE DRAWINGS, THE CONTRACTOR ACCORDING TO MANUFACTURER'S SPECIFICATIONS UNLESS NOTED GA GAUGE STRUCT STRUCTURAL SHOULD CLARIFY WITH THE PROJECT TEAM WHEN THE INFORMATION OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. GALV GALVANIZED STD STANDARD WA6 2 9 9 IS CRITICAL TO PROPER INSTALLATION. GC GENERAL CONTRACTOR SUSP SUSPENDED TRANSFORMER -9- FIRE HYDRANT 11.ANY SUBSTITUTIONS OF MATERIALS MUST BE APPROVED BY THE PROJECT GPS GLOBAL POSITIONING SYSTEM X( LIGHT STANDARD DC GATE VALVE 6. THE CONTRACTOR SHALL DOCUMENT ALL CHANGES AND TEAM IN WRITING. GRND GROUND THRU THROUGH SUBSTITUTIONS ON THE PROJECT OFFICE COPY OF THE CONTRACT TMA TOWER MOUNTED AMPUFIER n POWER VAULT ® WATER METER PORT GA R D N E R DOCUMENTS. 12.THE CONTRACTOR SHALL SUPPLY ALL MATERIALS INCIDENTAL TO THE HORZ HORIZONTAL TNNG TINNED WORK DESCRIBED BY THE CONTRACT DOCUMENTS. HR HOUR TYP TYPICAL ® UTILITY BOX a FIRE STAND PIPE 7. WHEN FABRICATION OF STRUCTURAL ITEMS ARE REQUIRED, IT MAY BE HT HEIGHT Fl UTILITY POLE 0 CATCH BASIN, TYPE I NECESSARY TO SUBMIT SHOP DRAWINGS FOR REVIEW BY RYKA 13.THE CONTRACTOR MUST RESTORE ALL PORTIONS OF THE PROJECT SITE HVAC HEATING VENTILATION AIR CONDITIONING UNO UNLESS NOTED OTHERWISE CONSULTING. SEE STRUCTURAL NOTES. TO IT'S PRE-WORK CONDITION. WHERE THE WORK PERFORMED DOES NOT E- POLE GUY WIRE ® CATCH BASIN, TYPE II ALLOW FOR PRE-WORK RESTORATION, WORK AREAS MUST BE REPAIRED D NSIDE DIAMETER VERT VERTICAL 8. DEFERRED SUBMITTALS ARE REQUIRED FOR MATERIALS TO BE OR REPLACED TO MATCH EXISTING FINISH AND SITE GRADING. N NCH VIF VERIFY IN FIELD III GAS VALVE -a- SIGN PROVIDED BY THE CONTRACTOR. WHERE MATERIALS IN THE PLANS NFO NFORMATION ® GAS METER c BOLLARD ARE DESIGNATED AS PROVIDED BY CONTRACTOR, THE CONTRACTOR 14.THE CONTRACTOR IS RESPONSIBLE FOR ALL DISPOSAL OF DEBRIS AND NSUL NSULATION W/ WITH SHALL SUBMIT THE PREFERRED MATERIAL TO THE PROJECT TEAM FOR ITEMS WHICH ARE SPECIFIED TO BE REMOVED IN THE COURSE OF WORK. NT NTERIOR W/O WITHOUT n TELEPHONE VAULT o MAIL BOX REVIEW AND APPROVAL PRIOR TO WORK. BC NTERNATIONAL BUILDING CODE WP WATER PROOF o TELEPHONE_RISER 234.21 SPOT ELEVATION ADMINISTRATIVE REQUIREMENTS: CAST-IN PLACE CONCRETE: LBS POUNDS 1321 COLBY AVENUE LMU LOCATION MEASUREMENT UNIT 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS 1. ALL CONCRETE DESIGN DESCRIBED BY THIS SET OF DRAWINGS IS LTE LONG TERM EVOLUTION EVERETT,WA 98201 REQUIRED (INCLUDING FEES)TO COMPLETE THE WORK DESCRIBED BY BASED ON ACI 318 0 REVISION SNOHOMISH COUNTY THE CONSTRUCTION DOCUMENTS. 2. PRIOR TO BIDDING, THE CONTRACTOR IS RESPONSIBLE FOR REVIEW 2. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28-DAY CONCRETE SLABS ON GRADE: OF THE PROJECT SITE AND CONTRACT DOCUMENTS TO UNDERSTAND OTMPRESSIVE STRENGTH OF 4.000 PSI. UNLESS SPECIFIED 1. SLAB-ON-GRADE CONSTRUCTION SHALL BE SUPPORTED ON A 6 INCH 0 GRID REFERENCE - --- THE DESIGN AND CONDITIONS AFFECTING THE WORK TO BE OTHERWISE. LAYER OF CLEAN 3/4 INCH MINUS SUBGRADE COMPACTED TO A REVISIONS PERFORMED. ANY ERRORS, OMISSIONS, AND DISCREPANCIES MUST BE 3. EACH CONCRETE MIX DESIGN SHALL HAVE A CYLINDER TEST HISTORY DENSITY OF NO LESS THAN 95X OF THE MODIFIED PROCTOR APPROVED SUBMITTED TO THE PROJECT TEAM VERBALLY AND IN WRITING. OF 60 DAYS MINIMUM, TESTED IN ACCORDANCE WITH ASTM C39, MAXIMUM DRY DENSITY(ASTM D-1557). SUBGRADE SHALL BE a DETAIL REFERENCE iiiiMILME® RN TESTED BY AN ACI CERTIFIED STRENGTH TESTING TECHNICIAN. AND SUPPORTED ON UNDISTURBED NATIVE SOIL OR PROPERLY PLACED 3. THE CONTRACTOR SHALL PROVIDE A WARRANTY FOR WORK FOR A THE STRENGTH STATISTICALLY DETERMINED IN ACCORDANCE WITH ACI AND COMPACTED STRUCTURAL FILL. KMEMI INIE1221=2=1= BY PERIOD OF ONE YEAR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 318. EACH MIX DESIGN USED ON SITE SHALL BE SUBMITTED TO, .2. ISSUED FOR Sox Co SEW MEM AND SHALL REMEDY ALL FAULTY. INFERIOR.AND/OR IMPROPER AND RECEIVED BY THE PROJECT TEAM BEFORE THE CONCRETE IS 2. INTERIOR SLABS-ON-GRADE SHALL BE CAST OVER A 4 MIL VAPOR ELEVATION REFERENCE WEE WEENEEI ISSUES FOR 10DX CONSTRUCTION MATERIALS. DAMAGED GOODS. AND/OR FAULTY WORKMANSHIP. ALL PLACED ON SITE. BARRIER. �C3' ME 03/0e/23 ISSUED FOR 100%CD REVIEW liall ROOFING AND WATERPROOFING MUST BE WARRANTED FOR A PERIOD OF TWO YEARS. THE PERIOD BEGINS AT SUBSTANTIAL COMPLETION OF 4. RAW MATERIALS, MANUFACTURE, AND DELIVERY TO THE FORMWORK 3. PROVIDE CONTROL JOINTS IN ALL SLABS ON GRADE. JOINTS ARE Ng - ISSUED FOR toot CONSTRUCTION RID -. THE PROJECT. SHALL BE IN ACCORDANCE WITH ASTM C94 AND ACI 318. TO BE INSTALLED AT 14 TO 16 FEET ON CENTER EACH WAY © SECTION REFERENCE I♦ , MAXIMUM UNLESS SHOWN OTHERWISE ON THE DRAWINGS. AU.SAW W iiiii- IMEMEMOMME MM. 4. THE CONTRACTOR SHALL PROVIDE A COPY OF LICENSE AND 5. EMBEDDED ITEMS ARE TO BE SECURELY FASTENED SO THAT THEY DO CUT JOINTS IN CONCRETE SLABS ARE TO BE MADE WITH AN EARLY - INSURANCE TO THE TELECOMMUNICATIONS CARRIER. NOT MOVE DURING PLACEMENT OF THE CONCRETE. REFERENCE THE CUT SAW AS SOON AS POSSIBLE AFTER POURING BUT NO LATER REINFORCING STEEL SECTION. THAN ONE HOUR AFTER FINISHING. SITE SAFETY: 6. TWO CYUNDERS SHALL BE TAKEN FOR EACH LOAD DELIVERED TO THE 4. PROVIDE ISOLATION JOINTS AROUND ALL COLUMNS/SPREAD In_IIIIIIIIIIIIIIIIIIIIIII NMI FORMWORK. SAMPLES ARE TO BE TAKEN FROM THE CONCRETE AS IT FOOTINGS. JOINTS SHALL BE FORMED BY INSERTING PREFORMED 1. THE CONTRACTOR SHALL PROVIDE OSHA COMPLIANT PROTECTION FOR IS PLACED IN THE FORMWORK IN ACCORDANCE WITH ASTM C172. JOINT FILLER FOR THE FULL DEPTH OF THE SLAB. THE SAFETY OF THE SITE STAFF AT ALL TIMES DURING THE CYUNDERS ARE TESTED PER ASTM C39 AND TESTED BY AN ACI 04-26-2023 CONSTRUCTION OF THE PROJECT. CERTIFIED CSTT. CONCRETE SAMPLES ARE TO BE TESTED FOR AIR 5. PROTECT CONCRETE FROM DAMAGE OR REDUCED STRENGTH DUE TO CONTENT AND WATER CEMENT RATIO. ALL TEST RESULTS ARE COLD OR HOT WEATHER IN ACCORDANCE WITH ACI 305 AND 306. 2. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD SUBMITTED TO THE PROJECT TEAM WITHIN ONE MONTH OF PLACING CONTRACTOR SHALL TAKE SPECIAL CURING PRECAUTIONS TO MINIMIZE FREE DURING CONSTRUCTION. SITE SHALL BE LEFT IN CLEAN THE CONCRETE ON SITE. SHRINKAGE CRACKING OF CONCRETE SLABS. M C D ^4/ CONDITION AND FREE FROM DIRT AND DEBRIS. SURFACES SHALL BE _ 1v` �'I CLEANED OF GREASE, PAINT, OR OTHER MATERIALS NOT SPECIFIED 7. WHEN AMBIENT TEMPERATURES FALL BELOW 55 DEGREES FAHRENHEIT, 6. THE CONTRACTOR SHALL TAKE CARE THAT HEAVY EQUIPMENT AND r' �ate' \" IN THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL FOLLOW GUIDELINES DESCRIBED IN ACI 306. AREAS USED FOR STAGING DO NOT AND DAMAGE SLABS ON GRADE. r .' ETT P of WASH WHEN AMBIENT TEMPERATURES RISE ABOVE 90 DEGREES FAHRENHEIT, DAMAGED SLABS ON SHALL BE REPAIRED OR REPLACED AT NO _ 3. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING THE CONTRACTOR SHALL FOLLOW GUIDELINES DESCRIBED IN ACI 305. ADDITIONAL EXPENSE TO THE OWNER. �gqe g�gaapp FOR ? C PROPERTIES FROM PHYSICAL HARM, NOISE. DUST. DIRT, AND FIRE THE CONCRETE SHALL BE PROTECTED FROM FREEZING OR FROM E tl� 6J " ` PERMIT `e APB _ � /� AS REQUIRED BY THE GOVERNING AGENCIES. THE CONTRACTOR IS EXCESSIVE HEAT WITH TENTS OR BLANKETS TO PROVIDE FOR HEAT 7. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH 0 f : Z RESPONSIBLE FOR REPAIR OF ANY DAMAGE. OR MOISTURE LOSS. OF 2,500 PSI. UNLESS SPECIFIED OTHERWISE. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF THE 8. ALL CONCRETE SHALL BE PLACED AS CLOSE TO PRACTICAL TO THE PROJECT SITE AREA. FINAL DESTINATION IN THE FORM. CONCRETE SHALL NOT BE PLACE CONCRETE OR MASONRY ANCHORAGE: A ',11T�' � 4' FROM A HEIGHT GREATER THAN 6 FEET FROM THE POINT OF 5. WHERE WORK REQUIRES OPEN HAZARDS TO SITE STAFF, THE DISCHARGE. 1. EXPANSION BOLTS INTO CONCRETE SHALL BE 'KWIK BOLT TZ'AS ,0.3 Li ' HAZARD SHALL BE TEMPORARILY MITIGATED TO OSHA STANDARD MANUFACTURED BY THE HILTI CORP., INSTALLED IN STRICT UNTIL THE HAZARD IS CLOSED. 9. VIBRATION SHALL BE USED TO CONSOLIDATE CONVENTIONAL ACCORDANCE WITH ITC-ES REPORT ESR-1917. SPECIAL 0 ,•FG I S T E' O �� CONCRETE. EXTERNAL STINGER VIBRATORS SHALL BE INSERTED INSPECTION IS REQUIRED. EXPANSION ANCHORS EXPOSED TO 6. SEE STRUCTURAL NOTES. VERTICALLY INTO FORMS EVERY 36 INCHES MAXIMUM AND FOR EACH WEATHER SHALL BE STAINLESS STEEL. Know what's below. `G e OF 12 INCHES INTOLIFT. STINGER R APREVIOUS LIFTS TOTORS SHALL BE SENSURE CONSOLIDATION.ERTED TO A VERTICAL CALL CALL before you dig. Si� ON AL `\ UTILITY REQUIREMENTS: FOLLOW GUIDELINES USED IN ACI 309R. REINFORCING STEEL: 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY 10.REPAIRS FOR MINOR DEFECTS MAY BE ADMINISTERED BY AN 1. ALL DETAILING, FABRICATION, AND PLACEMENT OF REINFORCING STEEL tia EXPIRES 01-09 2025 SHALL BE IN ACCORDANCE WITH THE ACI MANUAL OF CONCRETE -- -- ----- ----- --- AGENCIES PRIOR TO WORK WITH UTILITIES. EXPERIENCED CRAFTSMAN WITHOUT AN APPROVED PROCEDURE. A PRACTICE. MINOR DEFECT INCLUDES BUG HOLES. HONEYCOMBING, CHIPS. AND 2. CONTRACTOR TO LOCATE ALL UTIUTIES PRIOR TO WORK. SPALLS THAT DO NOT EXCEED t INCH OF DEPTH INTO THE FACE OF � , ° TITLE 2. REINFORCING BARS SHALL BE DEFORMED AND CONFORM TO ASTM THE CONCRETE. MAJOR REPAIRS EXTENDING BEYOND INCH OF A615 OR A706, GRADE 60. REINFORCING TIE WIRE MAY BE GRADE �'• t r GENERAL NOTES 3. CONTRACTOR TO PROTECT, REPLACE AND/OR REROUTE ANY DEPTH AND UP TO THE REINFORCING MAY BE REPAIRED WITH AN 40, \ I/ EXISTING UTILITIES ENCOUNTERED DURING THE COURSE OF WORK. APPROVED REPAIR PROCEDURE. REPAIR PROCEDURES MAY BE +' , • SUBMITTED TO THE PROJECT TEAM FOR APPROVAL IN ADVANCE OF 3. REINFORCING STEEL SPLICES SHALL BE 40 BAR DIAMETERS OR TWO FIELD WORK. DAMAGE EXTENDING BEYOND STEEL REINFORCING TRANSVERSE WIRE SPACINGS FOR WIRE MATS. SPECIAL CONSIDERATIONS FOR WEATHERPROOFING: REQUIRES A RETROFIT DESIGN OR IS REJECTED. DIG ALERT SHEET 1. ALL PENETRATIONS TO EXISTING STRUCTURES MUST BE SEALED 11.SEE ARCHITECTURAL NOTES FOR CONCRETE FINISH REQUIREMENTS 4. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE IN WITH APPROVED WEATHERPROOFING. IF WEATHERPROOFING IS ACCORDANCE WITH ACI 318. WB.S111TIQfOTIB1I.COTT1 J■ OMITTED, CONTACT THE PROJECT TEAM FOR CLARIFICATION OR EXISTING STRUCTURES: 5. NO.5 OR LARGER REINFORCING BARS SHALL NOT BE RE-BENT • G_ i PROVIDE A WEATHERPROOFING PROPOSAL FOR APPROVAL. WITHOUT APPROVAL BY THE STRUCTURAL ENGINEER. 1. THE EXISTING FRAMING IS REPRODUCED FROM THE LATEST CALL AT LEAST TWO WORKING 2. CONTRACTOR SHALL COORDINATE WITH OWNER AND THE EXISTING 6. WELDING OF REBAR IS NOT ALLOWED WITHIN THE MIDDLE THIRD OF " -- - - -INFORMATION PROVIDED. SOME FRAMING AND MATERIALS ROOFING CONTRACTOR OF RECORD FOR ANY AUGMENTATION TO THE THE BAR LENGTH. WELDING OF REBAR IS CONDUCTED IN DAYS BEFORE YOU DIG ENCOUNTERED AT THE TIME OF CONSTRUCTION MAY VARY FROM THAT ROOF MEMBRANE, AND HAVING THE WORK GUARANTEED UNDER THE SHOWN IN THE PLANS. IF THE PLAN CONDITION VARIES FROM THE RM N:ACCORDANCE WITH AWS D1.4. USE ONLY ASTM A706 REINFORCING. PROPRIETARY INFOATIO ROOFING CONTRACTOR'S EXISTING WARRANTY. AS-BUILT CONDITION, THE CONTRACTOR SHOULD CONSULT THE THE INFORMATION CONTAINED IN THIS SET OF ggg PROJECT TEAM FOR A REVISED DETAIL OR DIRECTION TO PROCEED. 7. WIRE REINFORCING CONFORMS TO ASTM A82 OR A185. .CONSTRUCTION DOCUMENTS IS PROPRIETARY BYg NATURE. ANY USE OR DISCLOSURE OTHER it 8. CONCRETE COVER FOR REINFORCING STEEL CONFORMS TO ACI 318. THAN THAT WHICH RELATES TO AT&T MOBILITY SERVICES IS STRICTLY PROHIBITED.