The URL can be used to link to this page

Home My WebLink AboutLUA16-000861_Large Format. ' Know whats below Call before you dig. BUILDING CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT CONDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: WASHINGTON STATE AND LOCAL BUILDING CODES: 2015 INTERNATIONAL BUILDING CODE 2012 SEATTLE BUILDING CODE 2014 NATIONAL ELECTRIC CODE TIA-222-G OR LATEST EDITION PROJECT INFORMATION PROJECTION DESCRIPTION: AT&T PROPOSES TO INSTALL A NEW 60' STEEL POLE (30"¢) IN EXISTING PARKING LOT AND MODIFY AN EXISTING ROOFTOP TELECOMMUNICATIONS FACILITY BY REMOVING (6) EXISTING LTE ANTENNAS (3 PER SECTOR) AND ALL RELATED EQUIPMENT ON ROOFTOP. (2) RRHs & (4) DIPLEXERS SHALL BE RELOCATED TO NEW CONCEALMENT POLE FROM ROOFTOP. AT&T ALSO PROPOSES THE INSTALLATION OF (4) NEW PANEL ANTENNAS, (8) DIPLEXERS, (6) TMAs, (4) RRHs. APPLICANT: RFDS AT&T MOBILITY RFDS V 3.0 DATED 06/06/16 RTC BUILDING 3 16221 NE 72ND WAY PROPERTY OWNER: REDMOND, WA 98052 PAIK SEUNG 2439 MAPLE VALLEY HWY, SUITE B CODE INFORMATION: RENTON, WA 98055 ZONING CLASSIFICATION: COR JURISDICTION: CITY OF RENTON SITE ACQUISITION: BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE MASTEC 1203 114TH AVE SE SITE LQQATION (BASED ON NAD 83}: BELLEVUE, WA 98004 LATITUDE: 47" 28' 39" N (47.4775) CONTACT: DANIEAL KELLY . LONGITUDE: 122" 11' 12.984" W ( 122.18694) PH: ( 425) 214""'.97'1§L .. ,,c • TOP OF STRUCTURE AGL: ±60.0' .. DANIEL.KELLY@MASTEC.COM BASE OF STRUCTURE ASML: ±60.0' CONSTRUQTIQN MANAGER: PARQEL. NUMBER(S}: MASTEC 1203 114TH AVE SE 1723059140 & 1723059147 BELLEVUE, WA 98004 GENERAL INFORMATION: CONTACT: MICHAEL MILSAP 1. TRAFFIC IS UNAFFECTED. MICHAEL.MILSAP@MASTEC.COM PERMITTING: RYKA CONSULTING CONTACT: JENNIFER TAYLOR EMAIL: JTAYLOR@RYKACONSULTING.COM PHONE: (206) 523-1941 AT&T PROJECT MANAGER: CONTACT: JOSHUA ADIAR EMAIL: JA635M@ATT.COM PHONE: (971) 266-9770 CONTACT INFORMATION ENGINEER: GPD GROUP PROFESSIONAL CORPORATION 400 NORTH 34TH STREET, SUITE 216 SEATTLE, WASHINGTON 98103 CONTACT: JAMES GRANT PHONE: (206) 204-7398 i ,. N mobility CEDAR RIVER SD24 10097913 2439 SE MAPLE VALLEY HWY RENTON, WA 98055 LOCAL MAP DRIVING DIRECTIONS DIRECTIONS FROM REGIONAL OFFICE ( 16221 NE 72ND WAY, REDMOND, WA 98052): GET ON WA-520 W FROM BEAR CREEK PKWY AND LEARY WAY NE 4 MIN (1.1 Ml), HEAD SOUTHEAST ON NE 72ND WAY TOWARD 164TH AVE NE 427 FT, TURN RIGHT ONTO 164TH AVE NE 203 FT, TURN RIGHT ONTO BEAR CREEK PKWY 0.3 Ml, TURN LEFT ONTO LEARY WAY NE 0.3 Ml, USE THE MIDDLE 2 LANES TO TAKE THE RAMP ONTO WA-520 W 0.4 Ml, FOLLOW WA-520 W AND 1-405 S TO WA-900/SUNSET BLVD N IN RENTON. TAKE EXIT 4 FROM 1-405 S 17 MIN (15.2 Ml), MERGE ONTO WA-520 W 4.6 Ml, TAKE THE INTERSTATE 405 S EXIT TOWARD RENTON 0.2 Ml, MERGE ONTO 1-405 S 3.2 Ml, KEEP LEFT TO STAY ON 1-405 S 6.9 Ml, TAKE EXIT 4 FOR WA-900 W TOWARD WA-169 S/RENTON/ENUMCLAW 0.2 Ml, FOLLOW WA-900/SUNSET BLVD N AND WA-169 S TO YOUR DESTINATION 4 MIN (1.1 Ml), MERGE ONTO WA-900/SUNSET BLVD N 0.4 Ml, USE THE LEFT 2 LANES TO TURN LEFT ONTO WA-169 S 0.7 Ml, TURN RIGHT 128 FT, TURN LEFT, DESTINATION WILL BE ON THE LEFT 89 FT PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. LEGAL DESCRIPTION POR GL 8-BEG AT INTSN OF E LN WITH SLY MGN OF MAPLE VALLEY HWY TH NWLY ALG HWY 167.48 FT TO TPOB TH S 01-14-13 W 117.96 FT TH N 56-43-47 W 201.14 FT TH N 33-16-13 E TO SLY MGN OF HWY TH TO TPOB LESS SR 169 DRAWING INDEX SHEET NO: SHEET TITLE \-: T-1 TITLE SHEET ''\ . GN-1 LEGENDS, ABBREVIATIONS & CONSTRUCTION INSPECflQNS GN-2 GENERAL NOTES '1 ,_., • ' .. C-1 OVERALL SITE PLAN •. '" . C-2 COMPOUND PLAN & EQUIPMENT LAYOUT . I '. -.. C-3 SOUTH TOWER ELEVATION I ' •. \ ,. C-4 NORTH TOWER ELEVATION /;> .• "i 1A SURVEY CERTIFICATION C . ' -' . .. . .r·· t • . . l • ' ~ . . ,. . . ' . . . . APPROVAL DATE SIGNATURE APPROVAL DATE SIGNATURE RF ENGINEER: LANDLORD: . RF MANAGER: SITE ACQUISITION: OPPS MANAGER: ZONING AGENT: CONSTR. MANAGER: PROJECT MANAGER: NSB MANAGER: CONSTR. MANAGER: TRANSPORT: EQUIP. ENGINEER: COMPLIANCE: REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED . 11"x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE: NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME ·. ... ' · . ·~-~- '. '"" '"' at&t mobility ·=·r'I a sTe c Network Solutions •.:. GPDGROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 4431-1 330.572.2100 Fax: 330.572.2102 PROJECT NO: 2016723.04.11566.01 . DRAWN BY: CJM CHECKED BY: JG B 09/13/16 REVISED PER CLIENT COMMENTS A . 07/29/16 ISSUED FOR REVIEW IT JS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. CEDAR RIVER 10030930 2439 SE MAPLE VALLEY HWY RENTON, WA 98055 LTE -STEALTH POLE SHEET TITLE TITLE SHEET SHEET NUMBER T-1 l'i'.t: !:. ! V ,-iJ NOV O 9 2016 EXOTHERMIC CONNECTION MECHANICAL CONNECTION CHEMICAL ELECTROLYTIC GROUNDING SYSTEM TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM EXOTHERMIC WITH INSPECTION SLEEVE GROUNDING BAR GROUND ROD TEST GROUND ROD WITH INSPECTION SLEEVE SINGLE POLE SWITCH DUPLEX RECEPTACLE DUPLEX GFCI RECEPTACLE FLUORESCENT LIGHTING FIXTURE (2) TWO LAMPS 48-T8 SMOKE DETECTION (DC) EMERGENCY LIGHTING (DC) SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW LED-1-25A400/51 K-SR4-120-PE-DDBTXD CHAINLINK FENCE WOOD/WROUGHT IRON FENCE WALL STRUCTURE LEASE AREA PROPERTY LINE (PL) SETBACKS ICE BRIDGE CABLE TRAY WATER LINE UNDERGROUND POWER UNDERGROUND TELCO OVERHEAD POWER OVERHEAD TELCO UNDERGROUND TELCO/POWER ABOVE GROUND POWER ABOVE GROUND TELCO ABOVE GROUND TELCO/POWER WORKPOINT SECTION REFERENCE DETAIL REFERENCE r------------, I I I F I I I I I L ___________ _J G ~ D -x--x--x--x--,--,--,--,--,- -- ---------------------- I++++++++·+·++·+++++++++ •••••••••• :I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -w-w-w-w-w-w-w-w-w-w- --.... --... --.. --UGP--UliJP e. UGll",_-UO, __ ,,, __ . ·~ ,- -Clf' --OHP --OHP --OHP --Clf' --OHP --OHP - -------------------------------------------------------------------- ------------------- $ W.P. @ x-x @ LEGEND 1 AB ABV AC ADDL AFF AFG AIC ANCHOR BOLT ABOVE ALTERNATING CURRENT ADDITIONAL ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AMPERAGE INTERRUPTION CAPACITY ALUM ALUMINUM ALT ALTERNATE ANT ANTENNA APPROX APPROXIMATE ARCH ARCHITECTURAL ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE BATI BATIERY BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BTC BOF CAB CANT CEC CHG CLG CLR COL COMM BEAM BARE TINNED COPPER CONDUCTOR BOTIOM OF FOOTING CABINET CANTILEVERED CALIFORNIA ELECTRIC CODE CHARGING CEILING CLEAR COLUMN COMMON CONG CONCRETE CONSTR CONSTRUCTION DBL DOUBLE DC DIRECT CURRENT DEPT OF DIA DIAG DIM DWG OWL (E) EA EC EL ELEC EMT ENG EQ EXP EXT FAB FF FG FIF FIN FLR FON FOC FOM FOS FOW FS FT FTG GA GEN GFCI GLB GLV GPS GND GSM HOR HGR HVAC HT IGR IN DEPARTMENT DOUGLAS FIR DIAMETER DIAGONAL DIMENSION DRAWING DOWEL EXISTING EACH ELECTRICAL CONDUCTOR ELEVATION ELECTRICAL ELECTRICAL METALLIC TUBING ENGINEER EQUAL EXPANSION EXTERIOR FABRICATION FINISH FLOOR FINISH GRADE FACILITY INTERFACE FRAME FINISH(ED) FLOOR FOUNDATION FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FACE OF WALL FINISH SURFACE FOOT FOOTING GAUGE GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GLUE LAMINATED BEAM GALVANIZED GLOBAL POSITIONING SYSTEM GROUND GLOBAL SYSTEM FOR MOBILE HEADER HANGER HEAT/VENTILATION/AIR CONDITIONING HEIGHT INTERIOR GROUND RING INCH INT LB(S) LF MAS MAX MB MECH INTERIOR POUND(S) LINEAR FEET MASONRY MAXIMUM MACHINE BOLT MECHANICAL MFR MANUFACTURER MGB MASTER GROUND BAR MIN MINIMUM MISC MISCELLANEOUS MTL METAL MTS MANUAL TRANSFER SWITCH MW MICROWAVE (N) NEW NEC NATIONAL ELECTRIC CODE NO.(#) NUMBER NTS NOT TO SCALE oc OPNG (P) P/C PCS PCU PRC pp PSF PSI PT PWR QTY RAD RECT REF REINF REQ'D RET RMC RRH RRU RWY SCH SHT SIAD SIM SPEC SQ ss STD STL STRUCT TEMP THK TMA TN TOA TOC TOF TOP TOS TOW TVSS TYP UG UL UNO UMTS UPS VIF w W/ WO W.P. WP WT ON CENTER OPENING PROPOSED PRECAST CONCRETE PERSONAL COMMUNICATION SERVICES PRIMARY CONTROL UNIT PRIMARY RADIO CABINET POLARIZING PRESERVING POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED POWER CABINET QUANTITY RADIUS RECTIFIER REFERENCE REINFORCEMENT REQUIRED REMOTE ELECTRIC TILT RIGID METALLIC CONDUIT REMOTE RADIO HEAD REMOTE RADIO UNIT RACEWAY SCHEDULE SHEET SMART INTEGRATED DEVICE SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STANDARD STEEL STRUCTURAL TEMPORARY THICKNESS TOWER MOUNTED AMPLIFIER TOE NAIL TOP OF ANTENNA TOP OF CURB TOP OF FOUNDATION TOP OF PLATE (PARAPET) TOP OF STEEL TOP OF WALL TRANSIENT VOLTAGE SUPPRESSION SYSTEM TYPICAL UNDERGROUND UNDERWRITERS LABORATORY UNLESS NOTED OTHERWISE UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT) VERIFIED IN FIELD WIDE WITH WOOD WORK POINT WEATHERPROOF WEIGHT ABBREVIATIONS 2 NOT USED . i i l j I I \ 3 . _ .. ' '': ·:: . at&t mobility ·=NasTec Network Solutions ~: GPDGROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 PROJECT NO: 2016723.04.11566.01 DRAWN BY: CJM CHECKED BY: JG B 09/13/16 REVISED PER CLIENT COMMENTS A 07/29/16 ISSUED FOR REVIEW IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. CEDAR RIVER 10030930 2439 SE MAPLE VALLEY HWY RENTON, WA 98055 LTE -STEALTH POLE SHEET TITLE LEGENDS, ABBREVIATIONS & CONSTRUCTION INSPECTIONS SHEET NUMBER GN-1 l-.1~-i ···\\Ir.·,./ ~I~ ,..,...L :l' _1.~ NOV o 9 2016 GENERAL CONSTRUCTION 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: . GENERAL CONTRACTOR -MASTEC CONTRACTOR: (CONSTRUCTION) OWNER -AT&T ENGINEER -GPD GROUP 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS. 3. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFIRM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS. PRIOR TO COMMENCEMENT OF WORK. 16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS,• LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE SITE AND/OR BUILDING. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 21. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION. 23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL JURISDICTION. 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 30. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 31. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). 33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT&T TECHNICIANS. 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION AT&T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS SITES" AND "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 36. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 37. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 39. NO WHITE STROBE LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FM STANDARDS AND REQUIREMENTS. 40. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. ANTENNA MOUNTING 41. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR APPLICABLE LOCAL CODES. 42. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC (HOT-DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS NOTED OTHERWISE. 43. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC-COATING (HOT-DIP) ON IRON AND STEEL HARDWARE", UNLESS NOTED OTHERWISE. 44. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 45. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS. 46. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING. 47. ALL UNUSED PORTS ON ANY ANTENNAS SHALL BE TERMINATED WITH A 50-0HM LOAD TO ENSURE ANTENNAS PERFORM AS DESIGNED. 48. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TRUE NORTH AND BE ORIENTED WITHIN +/-5% AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS SHALL BE WITHIN +/-0.5% AS DEFINED BY THE RFDS. REFER TO ND-00246. 49. JUMPERS FROM THE TMA'S MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH SECTOR. 50. CONTRACTOR SHALL RECORD THE SERIAL #, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE INFORMATION TO AT&T. 51. TMA'S SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE IN A VERTICAL POSITION. 52. ANTENNAS SHALL HAVE A 4' -0" MIN CENTER TO CENTER HORIZONTAL SEPARATION. TORQUE REQUIREMENTS 53. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH. 54. ALL RF CONNECTIONS, GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL HAVE A TORQUE MARK INSTALLED IN A CONTINUOUS STRAIGHT LINE FROM BOTH SIDES OF THE CONNECTION. A. RF CONNECTION BOTH SIDES OF THE CONNECTOR. B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE THREADS TO THE SOLID SURFACE. EXAMPLE OF SOLID SURFACE: GROUND BAR, ANTENNA BRACKET METAL. 55. ALL 8M ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB-FT (12 NM). 56. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB-FT (58 NM). 57. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING HARDWARE IS NO LONGER LOOSE. 58. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB-FT (24.4 -29.8 NM). 59. ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB-IN (1.7 -2.3 NM). FIBER & POWER CABLE MOUNTING 60. THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY. WHEN INSTALLING FIBER OPTIC TRUNK CABLES INTO A CABLE TRAY SYSTEM, THEY SHALL BE INSTALLED INTO AN INTER DUCT AND A PARTITION BARRIER SHALL BE INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INTER DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS EVERY (60) SIXTY FEET AND SECURELY FASTENED TO THE CABLE TRAY SYSTEM. NFPA 70 (NEC) ARTICLE 770 RULES SHALL APPLY. 61. THE TYPE TC-ER CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY AND SHALL BE SECURED AT INTERVALS NOT EXCEEDING (6) SIX FEET. AN EXCEPTION; WHERE TYPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL DAMAGE, CABLES SHALL BE PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY WHICH ARE SERVING UTILIZATION EQUIPMENT OR DEVICES, A DISTANCE (6) SIX FEET SHALL NOT BE EXCEEDED WITHOUT CONTINUOUS SUPPORTING. NFPA 70 (NEC) ARTICLES 336 AND 392 RULES SHALL APPLY. 62. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) ARTICLE 300 RULES SHALL APPLY. GENERAL CONSTRUCTION NOTES COAXIAL CABLE NOTES 63. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 62. CONTRACTOR SHALL VERIFY THE DOWN-TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. 63. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM LABELING STANDARD" ND-00027 LATEST VERSION. 64. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE SHALL BE· 1/2" DIA. LDF AND SHALL NOT EXCEED 6'-0". 65. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4' -0" OC. 66. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT. 67. CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS. GENERAL CABLE AND EQUIPMENT NOTES 68. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, AND COAX CONFIGURATION, MAKE AND MODELS PRIOR TO INSTALLATION. 69. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S RECOMMENDATIONS. 70. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING. 71. ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE RET CONNECTORS, USING BUTYL TAPE AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE. BUTYL TAPE SHALL HAVE A MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKLING. BUTYL BLEEDING IS NOT ALLOWED. 72. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: A. TEMPERATURE SHALL BE ABOVE so· F. B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD. C. FOR REGULATED TOWERS, FM/FCC APPROVED PAINT IS REQUIRED. D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. 73. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. FOLLOW THE MANUFACTURER'S RECOMMENDATIONS. A. GROUNDING AT THE ANTENNA LEVEL. B. GROUNDING AT MID LEVEL, TOWERS WHICH ARE OVER 200'-0", ADDITIONAL CABLE GROUNDING REQUIRED. C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HPR.IZONTAL. D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY P,ORT. 74. ALL PROPOSED GROUND BAR DOWNLEADS ARE TQ ,BE TERMINATED _TO THE EXISTING ADJACENT GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF 4'-0" BELOW GROUND BAR. TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION. , 75. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ANTENNA AND THE COAX CONFIGURATION IS THE CORRECT MAKE AND MODELS, PRIOR TO INSTALLATION. 76. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S SPECIFICATION & RECOMMENDATIONS. 77. ANTENNA CONTRACTOR SHALL FURNISH AND INSTALL A 12'-0" T-BOOM SECTOR ANTENNA MOUNT, IF APPLICABLE, INCLUDING ALL HARDWARE. SAFETY ENFORCEMENT SAFETY IS OF PARAMOUNT CONCERN TO BOTH SITE WORKERS AND THE PUBLIC. 1. CONSTRUCTION WORK PRESENTS UNIQUE THREATS TO HEALTH AND SAFETY. THE CONTRACTOR IS RESPONSIBLE TO EDUCATE THEIR WORK FORCE OF THESE DANGERS AND LIMIT THEIR EXPOSURE TO HAZARDS. THIS EDUCATION SHALL INCLUDE BUT NOT BE LIMITED TO APPLICABLE TRAINING COURSES AND CERTIFICATIONS, PROPER PERSONAL PROTECTIVE EQUIPMENT USAGE, DAILY TAILGATE MEETINGS AND ANY OTHER PREVENTATIVE MEASURES WHICH MAY BE REASONABLY EXPECTED. THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND ANY PROPERTY OCCUPANTS WHO MAY BE AFFECTED BY THE WORK UNDER CONTRACT. THE CONTRACTOR SHALL REVIEW ALL LANDOWNER, PRIME CONTRACTOR, CARRIER, OSHA, AND LOCAL SAFETY GUIDELINES AND AT ALL TIMES SHALL CONFORM TO THE MOST RESTRICTIVE OF THESE STANDARDS TO ENSURE A SAFE WORKPLACE. 2. ALL SAFETY EQUIPMENT SHALL BE INSPECTED ACCORDING TO ALL OSHA AND INDUSTRY SCHEDULED INTERVALS AND ALL INSPECTIONS SHALL BE DOCUMENTED PER APPLICABLE CODES AND STANDARDS. 3. TOWER WORK PRESENTS ADDITIONAL THREATS TO HEALTH AND SAFETY. ALL TOWER WORKERS WORKING ON A TOWER MUST BE ADEQUATELY TRAINED AND MONITORED TO ENSURE THAT SAFE WORK PRACTICES ARE LEARNED AND FOLLOWED. AS REQUIRED BY OSHA, WHEN WORKING ON EXISTING COMMUNICATION TOWERS EMPLOYEES MUST BE PROVIDED WITH APPROPRIATE FALL PROTECTION, TRAINED TO USE THIS FALL ' PROTECTION PROPERLY, AND THE USE OF FALL PROTECTION MUST BE CONSISTENTLY SUPERVISED AND ENFORCED BY THE CONTRACTOR. 4. ELECTRICAL WORK PRESENTS SPECIFIC THREATS TO THE HEALTH AND SAFETY OF WORKERS ON SITE. SPECIFICALLY ELECTROCUTIONS ARE THE FOURTH LEADING CAUSE OF DEATH ON CONSTRUCTION SITES. ALL ELECTRICAL WORKERS SHALL HAVE CURRENT CERTIFICATIONS WHICH SATISFY ALL TRAINING REQUIREMENTS FOR THE ELECTRICAL WORK THEY ARE PERFORMING PER OSHA STANDARDS. ALL ELECTRICAL WORKERS SHALL ADHERE TO ALL SAFETY RULES AND REGULATIONS FOR WORKER AND PUBLIC SAFETY. ALL WORK SHALL BE PERFORMED BY QUALIFIED ELECTRICIANS TRAINED FOR THE TYPE OF WORK AND THE VOLTAGES PRESENT FOR EACH TASK. THE CONTRACTOR SHALL REVIEW ALL LANDOWNER, PRIME CONTRACTOR, CARRIER, OSHA, NFPA 70, AND LOCAL SAFETY GUIDELINES AND AT ALL TIMES SHALL CONFORM TO THE MOST RESTRICTIVE OF THESE STANDARDS TO ENSURE A SAFE WORKPLACE. 1 at&t mobility ·=·Ma sTe c Network Solutions IA: GPDGROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 PROJECT NO: 2016723.04.11566.01 DRAWN BY: CJM CHECKED BY: JG 8 09/13/16 REVISED PER CLIENT COMMENTS A 07/29/16 ISSUED FOR REVIEW IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. CEDAR RIVER 10030930 2439 SE MAPLE VALLEY HWY RENTON, WA 98055 LTE -STEALTH POLE SHEET TITLE GENERAL NOTES SHEET NUMBER GN-2 N 22"x34" SCALE: 1 /16" = 1 '-0" 11"x17" SCALE: 1 /32" = 1 '-o· PROPOSED AT&T CONCEALMENT POLE (SEE SHEET C-3 FOR EXISTING PROPERTY LINE (TYP.) ~ EXISTING PARKING LOT\ ~ PARCEL #, 172305914-0 \ DETAILED ELEVATION PLAN) ____ _:,,"s:::""__::~;;:------JL-~~f ,,u,.,. 15· 12· a~ o" 16' ~ ~ ~~A >i~ ~ EXISTING AT&T EQUIPMENT LOCATION (SEE SHEET C-2 FOR DETAILED PLAN) .t: " I " .t: ', I " .t: '/. .t: ~ ~ ~ ~A >i~ A"l ~ ~PARCEL/, 1723059147\ ~ EXISTING BUILDING\ ~ '6.,_~ ~A >i~ ~ ~ ~ ~h >i~ ~ ~ ~ '( ~ EXISTING AT&T CABLES IN ~A CABLE TRAY TO BE REMOVED y FROM ROOFTOP (REUSE EXISTING AS APPLICABLE) ~ } I t I t • -I ~ VICINITY MAP t ~ !Ji..-lJ----';----'t-EXISTING AT&T ANTENNA SECTORS & MOUNTS TO BE REMOVED FROM ROOFTOP (REUSE EXISTING EQUIPMENT AS APPLICABLE) PARCEL 1723059140 LEGAL DESCRIPTION POR GL 8-BEG AT INTSN OF E LN WITH SLY MGN OF MAPLE VALLEY HWY TH NWLY ALG HWY 167.48 FT TO TPOB TH S 01-14-13 W 117.96 FT TH N 56-43-47 W 201.14 FT TH N 33-16-13 E TO SLY MGN OF HWY TH TO TPOB LESS SR 169 OVERALL SITE PLAN 1 at&t mobility ·=·r'I a sTe c Network Solutions ~: GPDGROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 PROJECT NO: 2016723.04.11566.01 DRAWN BY: CJM CHECKED BY: JG B 09/13/16 REVISED PER CLIENT COMMENTS A 07/29/16 ISSUED FOR REVIEW IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. CEDAR RIVER 10030930 2439 SE MAPLE VALLEY HWY RENTON, WA 98055 LTE -STEALTH POLE SHEET TITLE OVERALL SITE PLAN SHEET NUMBER C-1 NOV O 9 2016 "'---EXISTING PARKING LOT \ PROPOSED POLE LIGHT CONDUITS TO BE ROUTED FROM EXISTING POWER EQUIPMENT AREA TO NEW POLE FOR DISTRIBUTION BOX---.,.,,_ '\_ EXISTING RESTAURANT , PATIO AREA \ (4) PROPOSED AT&T RRHs, STACKED AND MOUNTED TO NEW UNISTRUT ATTACHED TO CHAIN LINK FENCE PULL BOX LINK FENCE (lYP.) • 'i' N / (2) PROPOSED 6" UNDERGROUND NEW EQUIPMENT CABLES -~ X r EXISTING FIBER rEXISTING CHAIN ~ X X I X I X X --X---'-------.------------1----------1 ~~ d ~ rr==,===i--l_ ____ _Jr=~~~~--==--9--,,--\---------, ,,,-,,,.,,.----PROPOSED AT&T _,, ,,,--PURCELL CABINET x --..---~r, / STACKED ON TOP i--------------~---r----------------------+--~X X X / / PROPOSED 59'-10 (30"0) CONCEALMENT LIGHT POLE • ., I °N "'---EXISTING GRASSY AREA\ - P/L P/L p• . . . EXISTING RETAINING WALL (lYP.) 22"x34" SCALE: 1 /2" = 1 '-o" 11 "x 1 7" SCALE: 1 / 4" = 1 '-o· I 2· P/L P/L p· 1' O" 2' EXISTING CONCRETE BOX W/ ENTRY EXISTING WOOD TIE (TYP.) . ' P" . ', ' ', ', ,, ----- X X X - X - \ X t.------_--EXISTING STAIRS EXISTING GSM CABINET EXISTING TE40 BATTERY CABINET L. I I I X X u EXISTING TE43 LTE EXISTING POWER DISTRIBUTION EXISTING CUTOFF SWITCH X VX\ \ X EXISTING FLX16 LTE EXISTING TE41 BATTERY CABINET l.1 EXISTING UMTS CABINET X ' X X OF EXISTING LTE CABINET X X X X t EXISTING AT&T CABLES IN CABLE TRAY TO BE REMOVED FROM ROOFTOP (REUSE EXISTING AS APPLICABLE) I I I I I I / I I I - X I,---""----,-. EXISTING TELCO PULL BOX X ·1 --~----EXISTING TMAs r,.. 1 (lYP.) I / I I I I I I I I I I I I I I I I I I I I I I -I I X I I ~ '$,I/ I/ --------------------....! I / -I X . I r----l 1 ~ ........_ ___ EXISTING HOFFMAN BOX X---X---X x---x-- P/L--P/L--P/L---P/L---P/L---P/L--\-rP/L---P/L--\,\_/l---P/L P/L---P/L \ 1 1\/l---P/L---P/L--P/L--P/L---P/L---P/L---P/L---P/L---I H-FRAME \ EXISTING '---------EXISTING GENERATOR INTERFACE "'---EXISTING PARKING LOT\ EXISTING PULL BOX P/L--'----P/L---P/L---1 . EQUIPMENT LAYOUT 1 at&t mobility ·=·MasTec Network Solutions ~. GPDGROUP P1'0fessional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330,572.2102 PROJECT NO: 2016723.04.11566.01 DRAWN BY: CJM CHECKED BY: JG 8 09/13/16 REVISED PER CLIENT COMMENTS A 07 /29/16 ISSUED FOR REVIEW .... -&,, -- IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. CEDAR RIVER 10030930 2439 SE MAPLE VALLEY HWY RENTON, WA 98055 LTE -STEALTH POLE SHEET TITLE EQUIPMENT LAYOUT SHEET NUMBER NOTE: PROPOSED CONCEALMENT POLE TO BE PAINTED A MUTED COLOR IN A NON-GLARE FINISH. w ...J 0 D.. ' ...J OW ~w I f-. (/) ~LL 0 D.. 0 f- a:: w f-z w u 0 ' ~ st I ..: inz Ii) z w f-z <{ f- ~ !;;: 22"x34" SCALE: 1 /8" = 1 '-0" 11"x17" SCALE: 1 /16" = 1'-o· 8' 6' 4' 2 1 O" a:: w f-z w u 0 ' ~ st I ..: inZ stZ w f-z <{ f- ~ !;;: C: 8' . --------------PROPOSED AT&T PANEL ANTENNAS • ..-----------(TOTAL OF 4) J-----------(8) NEW AT&T DIPLEXERS & (4) RELOCATED FROM EXISTING ROOFTOP EQUIPMENT -MOUNTED BEHIND NEW AT&T PANEL ANTENNAS ----PROPOSED 59'-10" (30"9)) CONCEALMENT LIGHT POLE (LIGHT OFFSET ON OPPOSITE SIDE OF POLE) -----PROPOSED CABLES TO ~ BE ROUTED IN NEW ~ CONCEALMENT POLE -----PROPOSED POLE LIGHT ~~-PROPOSED CABLES TO BE ROUTED IN (2) NEW 6" CONDUITS TO POLE r--EXISTING EQUIPMENT AREA Ir--EXISTING BUILDING PROPOSED SOUTH ELEVATION 2 IN ACCORDANCE WITH RF DATA SHEET DATED JUNE 6, 2016 VERSION 3.0 RF DATA SHEET NOTE 1. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO 3 ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 2. CONTRACTOR SHALL VERIFY THE DOWN-TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. 3. CONTRACTOR TO CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM LABELING STANDARD" ND-00027, REFER TO THE LATEST VERSION. 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1 /2" DIA. LDF AND SHALL NOT EXCEED 6' -0". 5. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-o" oc. 6. CONTRACTOR MUST FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT. 7. WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS. 8. CONTRACTOR SHALL GROUND ALL EQUIPMENT. INCLUDING ANTENNAS, RET MOTORS, TMA'S, COAX CABLES, AND RET CONTROL CABLES AS A COMPLETE SYSTEM. GROUNDING SHALL BE EXECUTED BY QUALIFIED WIREMEN IN COMPLIANCE WITH MANUFACTURER'S SPECIFICATION AND RECOMMENDATION. 9. CONTRACTOR SHALL PROVIDE STRAIN-RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES, COAX CABLES, AND RET CONTROL CABLES. CABLE STRAIN-RELIEFS AND CABLE SUPPORTS SHALL BE APPROVED FOR THE PURPOSE. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 10. CONTRACTOR TO VERIFY THAT EXISTING COAX HANGERS ARE STACKABLE SNAP IN HANGERS. IF EXISTING'.HANGERS ARE NOT STACKABLE SNAP IN HANGERS THE CONTRACTOR SH-4,LL REPLACE EXISTING HANGERS WITH NEW SNAP IN HANGERS IF APPLICABLE. COAXIAL ANTENNA CABLE NOTES 4 NOT USED 5 at&t mobility ·=-~asTec Network Solutions ~: GPDGROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 PROJECT NO: 2016723.04.11566.01 DRAWN BY: CJM CHECKED BY: JG B 09/13/16 REVISED PER CLIENT COMMENTS A 07/29/16 ISSUED FOR REVIEW IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. CEDAR RIVER 10030930 2439 SE MAPLE VALLEY HWY RENTON, WA 98055 LTE -STEALTH POLE SHEET TITLE SOUTH TOWER ELEVATION SHEET NUMBER C-3 ,)r·c··c" 1···r . l'\.t°: ...,Cl\, i":~L NOV O 9 ZOiti NOTE: PROPOSEO CONCEALMENT POLE TO BE PAINTED A MUTED COLOR IN A NON-GLARE FINISH. ,,--EXISTING BUILDING ,---EXISTING RESTAURANT PATIO u.J ....J 0 a.. • ....J Ou.I ~w I I- -Ul 0) I() u... 0 a.. 0 I- a:: u.J I-z u.J 0 Cl <( • a:: "<I" I <C ioZ I() G:i a:: u.J I-I-z z <( u.J ~ 0 Cl ~ <( ':st a:: I <C ioZ "<I" z u.J I-z <( I- .;>I ~ I .-----PROPOSED AT&T PANEL ANTENNAS. ~ (TOTAL OF 4) l---~--------(8) NEW AT&T DIPLEXERS & -+ (4) RELOCATED FROM EXISTING ROOFTOP EQUIPMENT -MOUNTED BEHIND NEW AT&T PANEL ANTENNAS - -----------PROPOSED 59'-10" (30"¢) CONCEALMENT LIGHT POLE (LIGHT OFFSET ON OPPOSITE ~ SIDE OF POLE) ----PROPOSED CABLES TO I ~ BE ROUTED IN NEW . ~ CONCEALMENT POLE ----PROPOSED POLE LIGHT I -----------------__ ----~CL._L--'-'----'-'~~L L--L~~-LL-~-c_ --··----'---'~~•-~-~~-'-+-+-'-'----~-~--~---~--------------·--------··----L~~--'----------- 1 22"x34" SCALE: 1 /8" = 1 '-o· 11 "x1 7" SCALE: 1 /16" = 1'-0" I"' ..... -LLW 8' 6' 4' 2· O" 8' ~-PROPOSED CABLES TO BE ROUTED IN (2) NEW 6" CONDUITS TO POLE PROPOSED NORTH ELEVATION 2 IN ACCORDANCE WITH RF DATA SHEET DATED JUNE 6, 2016 VERSION . 3.0 RF DATA SHEET NOTE 1. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO 3 ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 2. CONTRACTOR SHALL VERIFY THE DOWN-TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. 3. CONTRACTOR TO CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM LABELING STANDARD" ND-00027, REFER TO THE LATEST VERSION. 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/2" DIA. LDF AND SHALL NOT EXCEED 6' -0". 5. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0" oc. 6. CONTRACTOR MUST FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT. 7. WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS. 8. CONTRACTOR SHALL GROUND ALL EQUIPMENT. INCLUDING ANTENNAS, RET MOTORS, TMA'S, COAX CABLES, AND RET CONTROL CABLES AS A COMPLETE SYSTEM. GROUNDING SHALL BE EXECUTED BY QUALIFIED WIREMEN IN COMPLIANCE WITH MANUFACTURER 'S SPECIFICATION AND RECOMMENDATION. 9. CONTRACTOR SHALL PROVIDE STRAIN-RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES, COAX CABLES, AND RET CONTROL CABLES . CABLE STRAIN-RELIEFS AND CABLE SUPPORTS SHALL BE APPROVED FOR THE PURPOSE. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 1 0. CONTRACTOR TO VERIFY THAT EXISTING COAX HANGERS ARE STACKABLE SNAP IN HANGERS. IF EXISTING HANGERS ARE NOT STACKABLE SNAP IN HANGERS THE .CONTRACTOR SHALL REPLACE EXISTING HANGERS WITH NEW SNAP IN HANGERS IF APPLICABLE. COAXIAL ANTENNA CABLE NOTES 4 NOT USED 5 at&t mobility ·=·Ma sTe c Network Solutions A ~--..~ GPDGROUP Professional Coiporation 52 0 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 33 0.572 .2102 PROJECT NO: 2016723 .04.11566 .01 DRAWN BY: CJM CHECKED BY: JG B 09/13/16 REVISED PER CLIENT COMMENTS A 07 /29/16 ISSUED FOR REVIEW ----- IT IS A VIOLATION Of LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION Of A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. CEDAR RIVER 10030930 · 2439 SE MAPLE VALLEY HWY RENTON, WA 98055 L TE -STEAL TH POLE SHEET TITLE NORTH TOWER ELEVATION SHEET NUMBER f~ECE IV E1 ) C-4 NOV O \l 20\6