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Plans (50) 411.0 1 sw ?FPI PROPRIETARY INFORMATION41110 l THE INFORMATION CONTAINED IN THIS SET OF `�'�' a`8t CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. Your world.Delivered. . ,1.1:‘"."1° at&t ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. R� 1EA Your world. Delivered. JUL 8 2012 '— crryOF PACIFIC TELECOM SERVICES, LLC FRAU%�rru�tGt�ARD CONSTRUCTION DRAV�71� 1' [I)U RHAM PR52JI3003XC041 05,01 5� ��r ~RICHARD B.HA 'l'r6 16295 SOUTHWEST 85TH AVENUE i , Vis' TIGARD, OR 97224 • cls S . E,WA , PROJECT INFORMATION 5008 �J J VICINITY MAP DRAWING INDEX LEGAL DESCRIPTION �Y?� OF 04ti PROJECT DESCRIPTION; 4' SWBellflower St "�" SHEET DESCRIPTION TBD EXPIRATION DATE OF THE AT&T MOBILITY PROPOSES TO MODIFY AN EXISTING UNSTAFFED TELECOMMUNICATIONS FACILITY BY ADDING (3) LTE PANEL SW Ashford St T-t TITLE SHEET ANTENNAS (1 PER SECTOR), (6) RRH UNITS (2 PER SECTOR), (1) SQUID UNIT MOUNTED AT ANTENNA LEVEL AND (3) .1.i. LICENSE:06130/12 FUTURE ANTENNAS (1 PER SECTOR) ON AN EXISTING 100' TOWER. ALSO INCLUDED IS (1) GPS ANTENNA MOUNTED NEAR $ L G-1 GENERAL NOTES THE EXISTING GPS ANTENNA AND NEW LTE EQUIPMENT MOUNTED ON A NEW 19" RACK INSIDE AND EXISTING AT&T t(tEId OF EQUIPMENT SHELTER. P 11 G-2 GENERAL NOTES & SYMBOLS SW Haw. '', T N A-1 SITE PLAN APPLICANT; PROPERTY OWNER; ' Y A-2 EXISTING ENLARGED SITE PLAN AT&T MOBILITY COLUMBIA CABLE OF OREGON (COMCAST) % RTC BUILDING 3 14200 SW BRIGADOON CT. 1, q t II A-3 PROPOSED ENLARGED SITE PLAN 16221 NE 72ND WAY BEAVERTON, OR 97201 S n co SW Bond St q REDMOND, WA 98052 CONTACT: GENERAL MANAGER 2 c A-4 EXISTING & PROPOSED SOUTH ELEVATIONS PHONE: (360) 668-3188 n A-5 EQUIPMENT DETAILS CODE INFORMATION; SW Durham Rd m SW Durham Rd RF-1 ANTENNA CONFIGURATIONS w ZONING CLASSIFICATION: I-P TOWER OWNER; Q' RF-2 RF & EQUIPMENT DETAILS Z BUILDING CODE: 2009 IBC SPRINT SITES USA < ro 50 chaffer Ln E-I SCHEMATIC GROUNDING PLAN 0 6550 SPRINT PKWAY CONSTRUCTION TYPE: II-B KSOPHR 0512-5A169 0` E-2 GROUNDING DETAILS OVERLAND PARK, KS 66251 3 ' _at`S U I N OCCUPANCY: S-2 PHONE: 1-888-211-4727 ASITEl�►� SAP GROUNDING ; EN � JURISDICTION: CITY OF TIGARD Q oul Dr00 CO CURRENT USE: UNMANNED TELECOM FACILITY TEAM LEAD; {a�'SWTRF Ji O N cc PROPOSED USE: UNMANNED TELECOM FACILITY GOODMAN NETWORKS w O 8815 122ND AVE NE O KIRKLAND, WA 98033 @mO�lrI 'tY Waverly Or q. E SITE LOCATION: (BASED ON NAD 83); CONTACT: WENDY LONG •Z 0 0 PH: (206) 321-1116 LATITUDE: 45' 24' 8.5" N _ tr., R. LONGITUDE: -122' 45' 55.3" W SITE ACQUISITION; sk 0 C. TOP OF STRUCTURE AGL: 100'-0" < r� Durham City Pak CO BASE OF STRUCTURE AMSL: 183'-0" PACIFIC TELECOM SERVICES, LLC Tt+ 568 FIRST AVENUE, S., SUITE 650 SEATTLE, WA 98104Bridgeport Vi PARCEL NUMBER (S); CONTACT: RENATA FAYTEN . Q PH: (206) 342-6389 2S114AA00300 ( 5.r ��� PERMITTING; Cook Pak • PACIFIC TELECOM SERVICES, LLC 1001 SE WATER AVENUE, SUITE 180 PORTLAND, OR 97214 DRIVING DIRECTIONS ABBREVIATIONS CONTACT: ZACH PHILLIPS PH: (503) 708-9200 START FROM PORTLAND INTERNATIONAL AIRPORT: A/C AIR CONDITIONING HORZ HORIZONTAL PLYWD PLYWOOD ' AGL ABOVE GROUND LEVEL HR HOUR PROJ PROJECT DEPART FROM PORTLAND INTERNATIONAL AIRPORT, OR 0.2 MI APPROX APPROXIMATELY HT HEIGHT PROP PROPERTY CONSTRUCTION MANAGER: BEAR RIGHT ONTO NE AIRPORT WAY 2.2 MI HVAC HEATING PT PRESSURE TREATED PACIFIC TELECOM SERVICES. LLC TAKE RAMP RIGHT FOR 1-205 SOUTH /VETERANS MEMORIAL HWY TOWARD SALEM / PORTLAND 3.1 MI BLDG BUILDING VENTILATION REQ REQUIRED 568 FIRST AVENUE, S., ES, 6AT EXIT 218, TAKE RAMP RIGHT FOR 1-84 WEST/ US-30 WEST/ BANFIELD EXPY TOWARD PORTLAND 5.5 MI BLK BLOCKING AIR CONDITIONING RM ROOM REVISIONS SUI_ SEATTLE, WA 98104 TAKE RAMP LEFT FOR 1-5 SOUTH TOWARD SALEM / BEAVERTON 10.3 MI SHT SHEET NO. DATE DESCRIPTION wow_ CONTACT: PAT HEALY AT EXIT 291, TAKE RAMP RIGHT TOWARD CARMAN DR. / KING CITY 0.3 MI CLG CEIUNG D NSIDE DIAMETER SIM SIMILAR A oz/fe/It ISSUED FOR PCD REVIEW HT PH: (425) 471-3553 TURN RIGHT ONTO SW UPPER BOONES FERRY RD 0.5 MI CLR CLEAR N NCH SPEC SPECIFICATION TURN RIGHT ONTO SW DURHAM RD 0.6 MI CONC CONCRETE NFO NFORMATION SF SQUARE FOOT 0 05/OS/It MUM FOR Mk rnON eF TURN LEFT ONTO SW 85TH AVE 0.1 MI CONST CONSTRUCTION NSUL NSULATION SS STAINLESS STEEL RF ENGINEER CONT CONTINUOUS NT NTERIOR STL STEEL ' GENERAL INFORMATION; AT&T MOBIUTY ARRIVE AT 16295 SW 85TH AVE, TIGARD, OR 97224-5569 ON THE RIGHT BC NTERNATIONAL STRUCT STRUCTURAL DBL DOUBLE BUILDING CODE STD STUD 1. PARKING REQUIREMENTS ARE UNCHANGED. CONTACT: KUNG-LIANG LIN DIA DIAMETER SUSP SUSPENDED 2. TRAFFIC IS UNAFFECTED. PH: (425) 698-7825 DIAD DIAGONAL LBS POUNDS DN DOWN MAX MAXIMUM THRU THROUGH DET DETAIL MECH MECHANICAL TNNG TINNED DWG DRAWING MTL METAL TYP TYPICAL MFR MANUFACTURE APPROVAL DATE SIGNATURE APPROVAL DATE SIGNATURE EA EACH MGR MANAGER UNO UNLESS NOTED OTHERWISE ELEVELEVATION MIN MINIMUM NOT FOR CONSTRUCTION UNLESS PROJECT TEAM RF ENGINEER: LANDLORD: ELEC ELECTRICAL MISC MISCELLANEOUS VERT VERTICAL LABELED AS CONSTRUCTION SET RF MANAGER: SITE ACQUISITION: EQ EQUAL RO ROUGH OPENING VIF VERIFY IN FIELD EQUIP EQUIPMENT PROJECT ARCHITECT PROJECT CONSULTANT PROJECT CONSULTANT OPPS MANAGER: ZONING AGENT: EXT EXTERIOR NA NOT NOT AIcoNTRACT W/ WITH SHEET TITLE FIN FINISH NTS NOT TO SCALE W/O WITHOUT RICHARD B. HALL, AIA PACIFIC TELECOM SERVICES, LLC GOODMAN NETWORKS CONSTR MANAGER: PROJECT MANAGER WP WATER PROOF TITLE SHEET PACIFIC TELECOM SERVICES, LLC 568 FIRST AVENUE, S., SUITE 650 8815 122ND AVE NE - FLUOR FLOURESCENT 568 FIRST AVENUE, S., SUITE 650 SEATTLE, WA 98104 KIRKLAND, WA 98033 NSB MANAGER: CONSTR MANAGER: FLR FLOOR OC ON CENTER SEATTLE. WA 98104 CONTACT: KATIE KENNEY PH: (206) 321-1116 - FT FOOT OD OUTSIDE DIAMETER CONTACT: ROBERT LEIGHTON PH: (206) 909-9454 TRANSPORT: PH: (206) 464-4402 EQUIP ENGINEER: GA GAUGE SHEET NUMBER EMAIL: RLEIGHTONOPTSWA.COM GALV GALVANIZED COMPLIANCE: GC GENERAL CONTRACTOR GRND GROUND T-1 REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED GYP 8D GYPSUM WALL BOARD 1 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. ' ,3ENERAL NOTES: 1. THE CONTRACTOR SHALL NOTIFY TOWER NETWORK CARRIER OF ANY 22. ALL EXISTING CONSTRUCTION, EQUIPMENT, AND FINISHES NOTED TO BE 49.GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION V �1.o ERRORS, OMISSIONS, OR INCONSISTENCIES AS THEY MAY BE DISCOVERED REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL WITH POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER IN PLANS, DOCUMENTS, NOTES, OR SPECIFICATIONS PRIOR TO STARTING BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCEPTIONS: INSTALLATION COORDINATION SOLUTION(S) TO NETWORK CARRIER CONSTRUCTION INCLUDING, BUT NOT LIMITED BY. DEMOLITION. THE A. PROPERTY NOTED TO BE RETURNED TO THE OWNER. REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT. Your world.Delivered. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERROR, B. PROPERTY NOTED TO BE REMOVED BY THE OWNER. OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH 50. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE HAS NOT BEEN BROUGHT TO THE ATTENTION OF TOWER NETWORK CARRIER 23. THE GOVERNING AGENCIES, CODE AUTHORITIES, AND BUILDING INSPECTORS APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION MANAGER. CONSTRUCTION PROJECT MANAGER AND SHALL INCUR ANY EXPENSES TO SHALL PROVIDE THE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES, RECTIFY THE SITUATION. THE MEANS OF CORRECTING ANY ERROR SHALL MATERIALS, AND FINISHES USED THROUGHOUT THE PROJECT. TRADE 51.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY FIRST BE APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION STANDARDS AND/OR PUBUSHED MANUFACTURERS SPECIFICATIONS MEETING ALL FAULTY, INFERIOR, AND/OR IMPROPER MATERIALS, DAMAGED GOODS, PROJECT MANAGER. OR EXCEEDING DESIGN REQUIREMENTS SHALL BE USED FOR INSTALLATION. AND/OR FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS " 2. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT COMPETE AND ACCEPTED UNDER THIS CONTRACT; UNLESS NOTED OTHERWISE THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS 24.WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. AFFECTING THE PROPOSED PROJECT. CONTRACTORS PRIOR TO THE DISTRIBUTED OVER ROUGH FRAMED FLOORS OR ROOFS SO AS NOT TO (EXCEPTION) THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE ■ ■ COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR HAVING BEEN EXCEED THE DESIGNED UVE LOADS FOR THE STRUCTURE. TEMPORARY AGREEMENT FOR ALL WORK DONE, COSIGNED BY THE GENERAL CONTRACTOR, AWARDED THIS PROJECT SHALL VISIT THE CONSTRUCTION SITE WITH THE SHORING AND/OR BRACING IS TO BE PROVIDED WHERE THE STRUCTURE HAS TO MANTAJN THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. TWO (2) YEARS STARTING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF PACIFIC TELECOM SERVICES, CONFIRM TWIT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR THE PROJECT, UNLESS OTHERWISE WRITTEN IN THE CONTRACT BETWEEN THE LLC TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR 25.PRIOR TO THE POURING OF ANY NEW SLAB OVER AN EXISTING SLAB THE OWNER AND THE CONTRACTOR. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, CHASES, AND VERBALLY AND IN WRITING. EQUIPMENT WHICH ARE TO BE IMPLEMENTED INTO THE NEW WORK. ALL 52.THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY ARCHITECT/ENGINEER ITEMS DESIGNATED TO BE ABANDONED SHALL BE NOTED AND DISCUSSED OF THE OWNER'S EMPLOYEES, WORKMEN, AND ALL TIMES DURING THE CONTACT TOWER OWNER REPRESENTATIVE FOR WITH THE OWNER AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT CONSTRUCTION OF THE PROJECT. 3. FOR COLLOCATION PORTICN IN BID SITES:WAC. MANAGER AS PART OF THE AS-BUILT DRAWING PACKAGE. 53.THE CONTRACTORFEESWITH SHALL BE REQUIRED HED PAY FOR ALL NECESSARY PRO PERMITS 4. NOT USED 26.SEALIREALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L. TED AND/ORDINFEES WITH RESPECT TO THE WORK TO BY ETO THE PROJECT. HIS Gl_/t1NT�'l'�) FIRE MARSHALL APPROVED MATERIALS IF APPUCABLE TO THIS FACILITY AND BUILDING PERMIT APPLICATK)NS SHALL BE FILED BY THE OWNER OR H5 OR PROJECT SITE. REPRESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINAL 5. THE CONSTRUCTIONTHE NGANDERS HAVE MADE EVERY EFFORT TO SET FORTH IN CONT CT DOCUMENTS THE COMPLETE SCOPE OF 27.BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE PAYMENT FOR SAID DOCUMENT. �5 14%4.� WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT NOTIFIED PRIOR TO ANY GRADING, CONSTRUCTION, AND ANY OTHER PROJECT 54.NOT USED RICHARD B.HA ' MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS EFFORT AS MANDATED BY THE GOVERNING AGENCY. SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND �" IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 28.CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF 55.TOWER NETWORK CARRIER WILL REVIEW AND APPROVE SHOP DRAWINGS AND44/ THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) NOT LESS THAN 2-A OR 2-AIOBC WITHIN 75 FEET TRAVEL DISTANCE TO SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. TOWER NETWORK �y� THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. CARRIER PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE • TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. (n S ' E,WA DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR 29. THE PROJECT, WHEN COMPLETED, SHALL COMPLY WITH LOCAL SECURITY CC^^AAee EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. CODES AND TTTLE-24 ENERGY CONSERVATION REQUIREMENTS. (TITLE-24 56.ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY 51700 WHEN APPUCABLE) TOWER NETWORK CARRIER COMMUNICATIONS. B. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCE. TOWER NETWORK �'V OF 04� CARRIER IS NOT RESPONSIBLE FOR ANY ERRORS RESULTING FROM THIS PRACTICE 30.ALL GLASS AND GLAZING IS TO COMPLY WITH CHAPTER 54 OF THE U.S. 57.CONTRACTOR TO PROVIDE TRENCH AS REQUIRED TO INSTALL BOTH WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS. CONSUMER SAFETY COMMISSION - SAFETY STANDARDS FOR ARCHITECTURAL ELECTRICAL AND TELEPHONE UNDERGROUND CONDUITS (#40 PVC) PER S.C.E. GLAZING MATERIALS (42 FR 1428, CFR PART 1201) AND LOCAL SECURITY WORKORDER. BACKFILL WITH CLEAN SAND AND COMPACT TO THE EXPIRATION DATE OF THE 7. OWNER, CONTRACTOR, AND TOWER NETWORK CARRIER CONSTRUCTION REQUIREMENTS. SATISFACTION OF THE DISTRICTS INSPECTOR. REPLACE FINISH GRADE WITH LICENSE:06/30/12 PROJECT MANAGER SHALL MEET JOINTLY TO VERIFY ALL DRAWINGS AND MATCHING MATERIALS (GRASS, ASPHALT, CONCRETE, ETC.) SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. 31.CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING. CURBING, ETC. DURING CONSTRUCTION. 58.CONTRACTOR TO PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR B. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE EQUIPMENT UTIUZED DURING CONSTRUCTION. CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. PROPERTY. 59.CONTRACTOR TO PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE 9. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED 32.CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND HOURS TO AVOID DISTURBING NORMAL BUSINESS. DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS. AND RUBBISH. MAINTAIN EXISTING SURFACE DRAINAGE SLOPES. CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON 10.THE CONTRACTOR SHALL PROVIDE TOWER NETWORK CARRIER PROPER INSURANCE THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION 60.CONTRACTOR TO REPLACE LANDSCAPE VEGETATION THAT WAS DAMAGED DUE CERTIFICATES NAMING TOWER NETWORK CARRIER AS ADDITIONAL INSURED, AND AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. TO CONSTRUCTION, AND TO MODIFY REMAINING IRRIGATION LINES TO TOWER NETWORK CARRIER PROOF OF LICENSE(S) AND PE & PD INSURANCE. OPERATING CONDITION, PROVIDING FULL COVERAGE TO IMPACTED AREAS. w 33.NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL MATCH IN 11. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN FORM, TEXTURE, FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE PLANS 61.IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA d"' w THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY AND SPECIFICATIONS. FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, Q Q RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, 34. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING, CONTRACTORU THE GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND r SEQUENCES. AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE BUILDING ROOFING OF RECORD FOR INSTALLATION, PATCH, r N WORK UNDER THE CONTRACT. AND/OR SLEEVES REQUIRED FOR THE INSTALLATION OF FIXTURES, REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVE THE WORK MECHANICAL EQUIPMENT, PLUMBING, HARDWARE, AND FINISH ITEMS TO GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE I RN0 rn M 12. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS INSURE A PROPER AND COMPLETE JOB. PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. ACCORDING TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED (n 0 OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 35.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PROJECT LEVEL, 62.IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN ) O 3 STRAIGHT, AND TRUE ACCORDING TO THE PLANS. THE CONTRACTOR SHALL CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR �/,.�/•y 13. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL COMPARE THE UNES AND LEVELS OF THE EXISTING CONDITIONS WITH THOSE SHALL COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL H K BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND SHOWN ON THE PLANS PRIOR TO THE START OF ANY CONSTRUCTION. TOWER FRP SHROUD IS SIMULATING (IN APPEARANCE) DESIGNATED EXISTING EXTERIOR DQ ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH NETWORK CARRIER SHALL BE NOTIFIED OF ANY ERRORS, OMISSIONS, OR O C7 ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY BUILDING FACADE MATERIALS, TEXTURES, AND COLORS. THE CONTRACTORLSHALL INCONSISTENCIES PRIOR TO ANY CONSTRUCTION. Ln (� r PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND FURTHERMORE ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP �) 36.THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES CONSTRUCTION. WHEN PHOTOSIMULATIONS ARE PROVIDED, THE CONTRACTOR SHALL l=LZ, u'1 LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCEI I 01 OF THE WORK. FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE ENSURE THAT FINAL CONSTRUCTION WINGS REPRESENTSHALL WHATE IS INDICATEDTHE E +� co GOVERNING AGENCIES. CONTRACTOR, CO SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL 14.NOT USED CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION 37.WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AND CONSTRUCTION. 15.A COPY OF GOVERNING AGENCY IS APPROVED PLANS SHALL BE KEPT IN A AND/OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY 63.IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW, SHALL BE RESPONSIBLE FOR RECORDING THE RESULTS. WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL AVAILABLE FOR INSPECTION AT ALL TIMES. THE ORIGINAL PERMIT SET PLANSCONFIRM (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR 38. THED CONTRACTORHL RESPONSIBLEI FOR THE STORAGE ALLPMATERIALS ARE NOT TO BE USED BY THE WORKMEN. ALL CONSTRUCTION SETS SHALL AND SHALL NOT DO SO ON PUBLIC PROPERTY WITHOUT A PERMIT TO DO AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB - REFLECT THE SAME INFORMATION AS GOVERNING AGENCY APPROVED PUNS. RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS, IN GOOD 50 FROM THE GOVERNING AGENCIES FOR THIS PURPOSE. "AS-BUILT DRAWING SET" - HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF CONDITION, COMPLETE WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS 39.GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS REINFORCED CONCRETE W/ EMBEDDED STEEL REBAR. IN THE EVENT POST TENSION ON THE PREMISES AT ALL TIMES UNDER THE DIRECT CARE OF THE TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X-RAY SUPERINTENDENT. THE CONTRACTOR SHALL SUPPLY TOWER NETWORK OTHERWISE. PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING CARRIER CONSTRUCTION PROJECT MANAGER. WITH A COPY OF ALL REVISIONS, OCCURS. ADDENDA, AND/OR CHANGE ORDERS AT THE CONCLUSION OF THE WORK AS 40.TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR • A PART OF THE AS-BUILT DRAWING RECORDS. OWN CUTTING, FITTING, PATCHING, LTC., 50 AS TO 8E RECEIVED 64.GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR 16. THE OF ADJACENT CONSTRUCTION OR PROPERLY BY THE WORK OF OTHER TRADES. ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE ARE NOT TO STRUCTURALBE ALTERED COMPONENTS THIS CONSTRUCTION PROJECT UNLESSFACILITIES NOTED APPUCABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON TOWER OTHERWISE. 41. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT PREMISES NETWORK CARRIER PROJECTS. RECOMMENDED MANUFACTURE SHALL BE: PANDUIT CORP. AND SHALL BE LEFT IN A CLEAN (BROOM FINISH) CONDITION AT ALL TIMES METAL LOCKING TIES MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL). PANDUIT REVISIONS 17. THE CONTRACTOR SHALL STUDY THE STRUCTURAL, ELECTRICAL, MECHANICAL, BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK. PRODUCT DISTRIBUTED BY TRIARC. 'NO. DATE DESCRIPTION INITIAL - AND PLUMBING PLANS AND CROSS CHECK THEIR DETAILS, NOTES, 42. TOWER NETWORK CARRIER DOES NOT GUARANTEE ANY PRODUCTS. FIXTURES. 65.NOT USED. A 02/18/11 ISSUED FOR PCD REVIEW HT DIMENSIONS, AND ALL REQUIREMENTS PRIOR TO THE START OF ANY WORK. AND/OR ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER. GUARANTEE 0 00/RI/+1 ISSUED RCN RM.CONSTRUCRON OF 18.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF OR WARRANTY THAT MAY BE IN EFFECT IS DONE SO THROUGH THE COMPANY THE PROJECT AND SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB OR MANUFACTURER PROVIDING THE PRODUCT, FIXTURE, AND/OR EQUIPMENT IS COMPLETE. ONLY: UNLESS SPECIFIC RESPONSIBIUTY IS ALSO PROVIDED BY THE CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM. 19. THE CONTRACTOR HAS THE RESPONSIBILITY OF LOCATING ALL EXISTING 43.CAUTION! CALL BEFORE YOU DIG( BURIED UTILITIES EXIST IN THE AREA UTILITIES WHETHER OR NOT SHOWN ON THE PUNS, AND TO PROTECT THEM AND UTILITYINFORMATION SHOWN MAY NOT BE GOES EXISE. CONTACT FROM DAMAGE. THE CONTRACTOR,TOR SUBCONTRACTOR AS SPECIFIED IN THE THE ONE-CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR AGREEMENT BETWEEN SUBCONTRACTOR AND CONTRACTOR, SHALL BEAR THE TO CONSTRUCTION. 1-800-227-2600. EXPENSES OF REPAIR AND/OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGE BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION 44.CONTRACTOR TO REPLACE AND/OR REROUTE ANY EXISTING UNDERGROUND OF THE WORK. UTILITIES ENCOUNTERED DURING TRENCHING AND GENERAL CONSTRUCTION. NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 20. THE REFERENCES ON THE DRAWINGS ARE FOR CONVENIENCE ONLY AND 45. WHEN APPLICABLE, CONTRACTOR IS RESPONSIBLE TO CALL, COORDINATE AND SHALL NOT LIMIT THE APPLICATION OF ANY DRAWING OR DETAIL. MAKE ARRANGEMENTS FOR ROW AND/OR PRIVATE PROPERTY LOCATE 21. ALL DIMENSIONS ON THE PLANS ARE TO FACE OF STUD (F.O.S.) UNLESS MODIFICATION CONSTRUCTION; BASED ON SPECIFIC SITE REQUIREMENTS. SHEET TITLE NOTED OTHERWISE (U.N.O.). 46.SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. GENERAL NOTES 47.CONTRACTORS TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO TOWER NETWORK CARRIER ALONG WITH REDLINED CONSTRUCTION SET. 48.CONTRACTOR SHALL DOCUMENT ALL CHANGES MADE IN THE FIELD BY SHEET NUMBER MARKING UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDUNED ALONG WITH PHOTOGRAPHS PER NETWORK CARRIER REQUIREMENTS. G...i. 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. ' DESIGN CRITERIA: STRUCTURAL STEEL NOTES: ABBREVIATED ROOF TOP SAFETY SYMBOLS: I. THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE - PROCEDURES (WHEN APPLICABLE): INTERNATIONAL BUILDING CODE 2009 WITH OREGON STATE BUILDING CODE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. !.e 1 GRID REFERENCE �./ at w 1 AMENDMENTS (2009 IBC) - \\\0`--_/\J%% T`(x�_I 2. DESIGN LOADS: 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD (AS PER "ACCIDENT PREVENTION PROGRAM" - BY PERMISSION OF WREN DESIGN DATA FOR TICARD, OR 97224 WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED CONSTRUCTION, INC. - 03/01/99) DETAIL REFERENCE �� Your world.Delivered. EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C. "SPECIFICATION FOR FALL PROTECTION METHODS AND EQUIPMENT THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR ROOFALLTOP INSTALLATIONS ME0N5 ''.7. A -ROOF SNOW LOAD N/A(NOT A ROOFTOP SOLUTION) BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH 2006 �'_� ELEVATION REFERENCE -BASIC WIND SPEED IBC CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE FOR WORK IS BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF EDGE, BS MPH (100 MPH 3 SECOND GUSTS) CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY _�� INSPECTION REPORTS AND TEST RESULTS. EXPOSURE C MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE -SEISING ZONE D 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CONSTRUCTION WORKERS. ' -- I SECTION REFERENCE TYPE OF MEMBER SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (I.E., - BACKING UP TOWARD A ROOF EDGE, ETC.) OR UNSAFE ACTIVITIES. THE A. PLATES, SHAPES, ANGLES, AND RODS SAFETY MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND -- CENTERLINE CONCRETE NOTES: B. SPECIAL SHAPES AND PLATES ASTM A36, Fy 36 K51 VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. PACIFIC TELECOM SERVICES. C. PIPE COLUMNS ASTM A572, Fy 50 KSI PROPERTY/LEASE LINE 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. D. STRUCTURAL TUBING ASTM A53, Fy 35 KSI - - - LLC E. ANCHOR BOLTS ASTM A500, Fy 46 KSI CONSTRUCTION INVOLVING WEDGE, TOQ RESRWOR RITHIO U' OR LESS OF AN 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN F. CONNECTION BOLTS1110 ASTM 0307 UNPROTECTED ROOF EDGE, REQUIRES WORKERS TO USE SAFETY LINE. - MATCH LINE ACCORDANCE WITH CHAPTER 19 OF THE 2009 IBC. STRENGTHS AT 28 DAYS ASTM 0325 TWIST-OFF-TYPE SAFETY LINE SHALL BE MINIMUM h" DIAMETER NYLON, WITH A NOMINAL TENSILE AND MIX CRITERIA SHALL BE AS FOLLOWS. 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER STRENGTH OF 5400 LBS. -- WORK POINT Al 23/A123M-00. TYPE OF CONSTRUCTION - - - 28 DAY STRENGTHS W/C MINIMUM CEMENT SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE --------- GROUND CONDUCTOR (f'c) RATIO CONTENT 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS STRUCTURE. A' SLABS ON GRADE PER CUBIC YARD AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX - TELEPHONE CONDUIT TOPPING SLABS ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO CONCRETE PIERS 2,400 PSI S.45 5)4 SACKS WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED REACH EDGE OF ROOF, BUT NOT BEYOND. ELECTRICAL CONDUIT USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS --- - ll �,Jl� B. ALL STRUCTURAL CONCRETE 4,000 PSI S..45 6)f SACKS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX ELECTRODES. WELDING SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. RICHARD B.HA EXCEPTWALLS WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE - - ' COAXIAL CABLE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION - C.CONCRETE WALLS 4,000 PSI S.45 614 SACKS EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES, OVERHEAD SERVICE CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O. • COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND INCLUDING: CONDUCTORS ��/ 6. GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. INSPECTION OF CONSTRUCTION AREA FOR HAZARDS 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE ALL COLD-FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.S. �- - GROUT OR PLASTER (n� S�' E1 WA (0. METHODS AND PROCEDURES OF CONCRETE PLACEMENT. "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL USE OF AN INSPECTION CHECKLIST � 5008 INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS _ 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE MEMBERS." REPORTING AND DOCUMENTING ANY HAZARDS .;i (E) BRICK NR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION __ OiA C494, C618, C989 AND C1017. TOTAL AIR CONTENT SHALL BE IN BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM 0325 BOLTS (3/4" DIA.) POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN --T (E) MASONRY "V OF % 7. AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. RECEIVING AN UNBIASED REVIEWOF ONE'S OWN WORK AREA BY ANOTHER •--- ACCORDANCE WITH TABLE 1904.2.1 OF THE 2009 IBC. -COWORKER SAFETY REPRESENTATIVE -. •• . y--._-_ CONCRETE EXPIRATION DATE OF THE 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM 8. 0307 BOLTS UNLESS NOTED OTHERWISE. REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL u?�,;_1 ',I EARTH LICENSE:06130112 Si), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NATIONAL ASSOCIATION OF MONOPOLE ERECTORS 2000 PUBLICATION _ NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60 ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN • REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM 9. CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS �0��'< � , GRAVEL TO REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY MONOPOLE " ASTM REINFORCING COMPLYING WITH ASTM 0615(51) MAY BE NOTED OTHERWISE. ERECTORS, _ ':'7 PLYWOOD WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH EQUIPMENT INSTALLERS, AND MONOPOLE/ROOF TOP WELDING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. 10. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE. CONTRACTORS/SUBCONTRACTORS - - SAND 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC 29 CFR 1926.500 - SCOPE, APPLICATION, AND DEFINITIONS - -------- ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT 29 CFR 1926.501 - DUTY TO HAVE FALL PROTECTION - - 11.RICH PAINT) OR APPROVED EQUAL 19 CFR 1926.502 - FALL PROTECTION SYSTEMS CRITERIA AND T WOOD CONTINUOUS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". PROVIDE CORNER PRACTICES WOOD BLOCKING BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST - Li WIRE FABR30 BAR IC AERS OR MNIMUMAOF BM ALT SIDES AND ENDS. MATS OF WELDED MONOPOLE/POLE NOTES: � Li : -; STEEL w 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 1. VERIFICATION THAT THE EXISTING APPLICABLE BUILDING, TOWER, POLE OR WATER TANK CAN SUPPORT THE PROPOSED ANTENNA LOADING SHALL BE PERFORMED BY 1!:1 NEW ,O Q V 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, A REGISTERED STRUCTURAL ENGINEER. F N GRADE 60, fy=60,000 PSI. EXISTING x I- C N 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL M c0 01 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED - NEW ANTENNA AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S O N 0, UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. REQUIREMENTS. EXISTING ANTENNA ) O 10.CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS ~w _ Q FOLLOWS: GROUND ROD - FOOTINGS AND OTHER UNFORMED 3" 0 Q SURFACES, EARTH FACE T- GROUND BUS BAR ] Ln O r - FORMED SURFACES EXPOSED (#6 BARS OR LARGER) 2" • MECHANICAL GRND. CONN. fZ. 0) TO EARTH OR WEATHER (/5 BARS OR SMALLER) 1 1/2" a. tO • CADWELD - SLABS AND WALLS (INTERIOR FACE) 3/4" 11.BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. , GROUND ACCESS WELL 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. E ELECTRIC BOX • 13.NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE TELEPHONE BOX MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). LIGHT POLE 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE 0 FWD. MONUMENT TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. A SPOT ELEVATION SET POINT REVISIONS NO. DATE DESCRIPTION INITIAL A 02/18/11 ISSUED FOR PCD REVIEW HT . REVISION D o5/05/1t REED FOR AUL mNslaunaN SF SPECIAL INSPECTIONS REQUIRED: SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION 0 VERIFICATIONS OF MILL REPORT 0 SPRAYED -ON- FIREPROOFING CONCRETE OVER 2400 PSI (5)¢ SACK MIX) AT 28 DAYS 0 IDENTIFICATION OF STEEL AND AT JOB SITE 0 STRUCTURAL MASONRY CONCRETE PLACEMENT AT SLAB ON GRADE NOT FOR CONSTRUCTION UNLESS WRITTEN CERTIFICATION FOR PROPER PLACEMENT OF ADHESIVE BOLTS IN CONCRETE OR MASONRY 0 PRESTRESSED CONCRETE LABELED AS CONSTRUCTION SET REINFORCEMENTS AT SLAB ON GRADE 0 FOUNDATION EXCAVATION AND FILL INCLUDING UTILITY TRENCHES ❑ ALL FIELD WELDING 0 ANCHOR BOLTS INSTALLATION AND PLACEMENT IN CERTIFICATION OF BUILDING PAD, FOUNDATION AND FILL BY CONCRETE ❑REINFORCING PLACEMENT SHEET TITLE THE GEOTECHNICAL ENGINEER OF THE RECORD 0 DESIGNER SPECIFIED (SEE SHEET# ) 0 HIGH STRENGTH BOLTINGGENERAL NOTES & SYMBOLS __ ❑ OTHER ____________- SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, SHEET NUMBER WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND G-2SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 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. j ,_. I IJ ' ___ SW --v8 RESIDENTIAL AREA S-4-R4 Li [ y \\N----„,,,__ ... EXISTING 1 � 0 LEGEND L', LOOP ._.. RESIDENTIAL AREA I ^" , \"""' - - SUBJECT BOUNDARY LINE �� Your world.Delivered. ^.^.. / ...... EXISTING '^T ; ' ; 1 i - ypr,006 I RESIDENTIAL AREA -- - - -- RIGHT-OF-WAY CENTERLINE ,,,,., ---- j I RIGHT-OF-WAY LINE - ADJACENT BOUNDARY LINE , ` / I . .. SECTIONAL BREAKDOWN LINE_1 _- OHP OHP OVERHEAD POWER LINE SW DURHAM RD -- - c - -- BURIED POWER LINE F ___ ....... ......... _ __ -_---- _.__._ _--_ __- - BURIED GAS UNE _ _ \ j ...._ _ II OHi OHT OVERHEAD TELEPHONE LINE PACIFIC TELECOM SERVICES. ..,,.EXISTING ,. ` I - BURIED TELEPHONE LINE /// w-w-w-w BURIED WATER LINE EXISTING] , EXISTING / -SS-ss-55- BURIED SANITARY SEWER GRASS AREA BUILDING / / -SD SD so- BURIED STORM DRAIN `/ EXISTING GRASS AREA / DITCH LINE/FLOW LINE , EXISTING ROCK RETAINING WALL BUILDING EXISTING I VEGETATION LINE C'� ,j' 4110111, I -x-x-x-x-x- CHAIN LINK FENCE GRASS AREA � RICHARD B.HA �'l v x ,.:.::::....... IOC:7 ❑ ❑ 0 WOOD RB FENCE -x-x-x-x-x- BARBED WIRE/WIRE FENCE �~ /r ^^^ EXISTING BUILDING NTRANSFORMER -9- FIRE HYDRANT EXTING �r� di/�• BUILDING EXISTING jZ LIGHT STANDARD IX/ GATE VALVE S ' E,WA �..,,,,.,,•••..,,,,,• I BUILDING ' "" I 77 7,7 I I PI POWER VAULT ® WATER METER ,e1� ��p ''^' "'' EXISTING 1 ® UTILITY BOX Q FIRE STAND PIPE �111{IQ 4 BUILDING ' EXISTING 1 .,. ` l''''''-'--, ` IY UTILITY POLE ❑ CATCH BASIN, TYPE I �� Og' 1 BUILDING o \ _ _ EXISTING PROPERTY LINE _ \ / F- POLE GUY WIRE ® CATCH BASIN, TYPE II OF _ EXPIRATION DATE OF THE 111 GAS VALVE a SIGN I I I I I I I H I'1 I I I i,I I I I I I I I I I I I 1 I I I l I 1 1111 I I 111 111;11 IT 'i �� — ° BOLLARD LICENSE:06130112 /� SW SHAFFER LN/ ® GAS METER EXISTING _ EXISTING w ASPHALT PARKING I T I TELEPHONE VAULT c MAIL BOX RESIDENTIAL AREA z �..............XISTI.,,,..,,, - o ❑ TELEPHONE RISER 234.21 SPOT ELEVATION EXISTING BUILDING \ es _ \__ � -'1 ci_ U .,,,..[, ,,,, 1 LI I I v R I I ADJACENT ZONING Z w EXISTING — w W D x BUILDING e..<,1-__ I .--i 1 01 EXISTING /% \ m 4. I. Q PROPOSED AT&T LTE ANTENNAS, I''1 FIELD ` _ �/ MOUNTING HARDWARE AND O N ! I L � J/ , CABINETS TO BE PAINTED TO `t I - IH IIII IIII III IIIIIIII IIIIIiII IIII[ 1111'1 1 1 j 1 EXISTING MATCH EXISTING �/ Z N - IDI ;BUILDING X In N li EXISTING PROPERTY LINE \\I / GRASS TIAREA / EXISTING 7 GRASS AREA ��' \ /EXISTING SW MALLEI DR / /EXISTINGFlUD \� / I RESIDENTIAL AREA TBD = in N H / I Ce In 7/ .../•:,.. .) AT&T M08LLITY PROPOSES TO MODIFY Ni EXISTING �x~��� �� / UNSTAFFED TELECOMMUNICATIONS FACILITY BY ADDING (3) �‘' ith LTE PANEL ANTENNAS (1 PER SECTOR), (6) RRH UNITS A� "p \ (2 PER SECTOR), (1) SQUID UNIT MOUNTED AT ANTENNA �‘,,J XV \ �0 K'''' If\_\\ LEVEL,AND (3) FUTURE ANTENNAS (1 PER SECTOR) ON \\\ VICINITY MAP /AN NG GPS ANTDINA ANTING 100'TOWER.ALSO INCLUDED IS (1) GPS ANTENEIN EQUIPMENTMOUNTA MOUNTED NEAR THE ED ON A NEW RACK 1 ( .74., y a 1A ., 1 INSIDE AND EXISTING AT&T EQUIPMENT SHELTER. I j EXISTING ‘,,,,,,,,,N-:_.___ S'' 1% �, SIN BA ' GRASS AREA 7 sw Durham Rd r--....... Y /--EXISTING SITE l REVISIONS GRASS AREA a s SW Suffer In NO. DATE DESCRIPTION InrtuL �p a0 A 02/1!/11 ISSUED FOR PCD REVIEW HT / Y. „al 0 05/07/11 65UED FOR ilOL ca6mucnoA BF Icle I Dor I �v Waverly a EXISTING ^. _ ` Di.hem - )/00, „'', ` RESIDENTIAL AREA y a x LABELED AS CONSTRUCTION SET ,, NOT FOR CONSTRUCTION UNLESS 410, ' SW WAVERLY DR ( .tea SHEET TITLE v....... ( I �,.^ .....,. IEXISTING `1. SITE PLAN \ \ / EXISTING ..,.,. .. ..i� GRASS AREA I BUILDING O EXISTING O RESIDENTIAL AREA I r I I 01 pe SHEET NUMBER (( ,l ..� pe...) - I , ”" A_1 24"436' SCALE: 1• _ ,oo'-o• SITE PLAN 1 11"x17• SCALE: 1• = 200'-0" 1d' - Ito' 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. • I \ \A . I x C�tBct x a__- D ° \� I \ EXISTING TOWER ��.-'� Your world.Delivered. I D CONCRETE PAD D ° x !--& ° , OIL I I S ° D Q I EXISTING 100'-0" HIGH ` x _� r =z ¢ et,--...,`` Q D ° SELF SUPPORTED TOWER ....,tea - t ,,\_'_ ° x— X X X X X X -- X X X — X øj S� " ��" 011 (E�XIISSTING AT&T UMTS ANTENNA. NIII` A�` i �,4. - IIIV. 10 8ERTEDSECTORx y : ` ' i -_,......,.as -,--- \ PACIFIC TELELLCM SERVICES, `*1 D (ETXIIpSTING AT&T) GSM ANTENNA — s a R TED ' PER SE — 5� °D x� x x - ,-F - .1 ,, % D I EXISTING AT&T TDMA ANTENNA T I I •_ _ \\, I MA, x TO BE REMOVED SECTOR) „4 F`.lJ 44411/4:31:"A V :,,e - x x -- EXISTING AT&T GPS ° D ` ..t " iA\ V RICHARD B.HA ANTENNA �`.���� ,. x �.- ,� /�. ° y EXISTING SPRINT ( I - D (P S 4 El WA \ ...A EQUIPMENT SITE x x - EXISTING AT&T ICE c-t- x 19 5008 I BRIDGE - D \�] ?f I EXPIRATION DATE OF THE x x LICENSE:06130112 1 ==_ri- x X x / -t0._7._ / I I __-__ x x x A/C ____"= A/C I \ ,, \\ v x x \ N\ I Z I I _ LLI EXISTING AT&T (2) x �}" w o // )A GSM CABINET Q Q gl. x x lo — X — X — X — X — X — X — X — X — X — X — X — X U F N — 7 x ol = M o0 P. O I I EXISTING AT&T \ L-----JI____,-. w x x FIBER RACK o I \ oIC-2 CI I i L(')�, \ x x x \ I (9,4) x X — X — X — X — X - X — X — X — X — X x Q C.II EXISTING AT&T \ 3'-4" 2'-0" EXISTING BUILDING UMTS CABINET \ x EXISTING 28'-0" X 12'-0" x AT&T EQUIPMENT SHELTER I \ .=-- x o • — '!i, N \ \ EXISTING ALARM EXISTING CONCRETE x EXISTING AT&T TELCO RACK \ \ �� WALKWAY II \ x I \ I \ REVISIONS xEXISTING 3'-6"WIDE ` x b EQUIPMENT SHELTER DOOR No. DATE DESCRIPTION INITIAL A 02/1E/11 ISSUED FOR PCD REVIEW MT IN '\\ I R, I0 05/05/71 ISSUED FOR OmLroRSIRUCR011 BF EXISTING AT&T \\ 10 1 ARGUS POWER RACK \ o V EXISTING POWER ,. `' \ , \ _ I PANEL 7c x I N EXISTING SWITCH EXISTING AT&T f x BATTERY STACK x I NOT FOR CONSTRUCTION UNLESS 1n I e SWITCH- DISC. LABELED AS CONSTRUCTION SET I v A I SHEET TITLE x \a\ \\:.\,'-, \\ \ `\\\` \ � I \ \ EXISTING ENLARGED SITE PLAN 1 1/ 2-B" / I \ SHEET NUMBER EXISTING ENLARGED SITEPLAN .� A_2 24"x36" SCALE: 3/8" < 1'-0" �� 11"z17" SCALE: 3/16" t'-0" 2 1 0 2' 1 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. NOTE: AT&T FUTURE ANTENNA A v PROPOSED AT&T LTE ANTENNAS, X (TYP OF(1) PER SECTOR) \ COUNTING ARDWAAI AND I \ EXISTING AT&L ANTENNAT UMTS - ���+ CABINETS TO BE PAINTED TO ' ` MATCH EXISTING x PROPOSED AT&T LTE p -_ _ PANEL ANTENNA ° p x ��` tlYP Of(1) PER ) �'� Your world.Delivered. 1 PROPOSED AT) C PROPOSED LOCATION OF x Q UNIT mown)TO EXISTING ` C I \ \ EXISTING AT&T CSM ANTENNA MOUNTING ATTACHMENT i _ - a ° Q x \ (TYP OF(1) PER SECTOR) (TYP OF O PER SECTOR) ! a \ • x 1 s -- p PROPOSED AT&T LTE e I EXISTING SPRINT - _ I•� '� `\1� - CI V PANFL ANTENNA x— X — X — X — X — x — X — X — X — X — X CABLE TRAY $ i c • -its '`\\. \ = , " X 74 LLC ,x x '\ �' �_•ii '1 �1 -_-,- I PACIFIC TELECOM SERVICES, • 11 x x �� D° ��- I� �\ -�y EXISTING TOWER # ,y � T, , CP `� t�� I \ \\ CONCRETE PAD I_ Asra• 1 Ix X __ \` r r0 � _ ''J ��" I ` EXISTING 100'-0• HIGH �� �� I' x > � a `�1 �/ p \�\ SELF SUPPORTED TOWER I RICHARD B.H EXISTING AT&T GPS ; , ANTENNA r i ° \I x C x x PROPOSED AT&T GPS ANTENNA k i- A••� p RAYCAP SQUIDPROPOSED T&T(1) ab •- 'a• S a EXISTING SPRINT I IMOUNTED ON ICE BRIDGE / , xSTRAPPED To � / • EQUIPMENT SITE x x EXISTING AT&T ICE _ r,� S� E,WA BRIDGE iL4t \. A . 5008(2) DC RUNS ° �7 , I \\ ��'\ PROPOSED AT&T To �� /1RUN ROUTED \ , MOUNTING ON COSTING ICE BRIDGE p x ` ATTACHMENT I ( COM � _� ° \\\\ (TSP OF(1) PER SECTOR) EXPIRATION DATE OF THE X x LICENSE:06/30/12 II � ; x x x 10 7" A / \ PROPOSED AT&T LTE EQUIPMENT rPROPOSED AT&T LTE / \\ PALL ANTENNA X 0 RACK MOUNTED ON A NEW ® RACK INSIDE AN EXISTING AT&T A/C �.. A/C I x x EQUIPMENT SHELTER • I I o A 1'-D" I x X X N m M I / - EXISTING AT&T (2) \ x w I o \ GSM CABINET \\ Q Q x _ x J I _ _ x X x x x__- X X X x x x - x \ ( V = `t N / O \ \ M W O1 i x x , x I 1x X FxBERING AT&T `L-_ ---------1-,... '44 - kil, SII \ OCK ,411111111107, 3 12 x 1.1 x — x — x — x — x — x — x — x — x — x x1 �V 0 UMTS NG AT&T 3-4• 2-O" ,x EXISTING 28'-0" X 12'-0" EXISTING BUILDING \ X AT&T EQUIPMENT SHELTER X .1.7, -Li x j \ ___. /, I1 I \ X \ N I EXISTING ALARM jX x i • EXISTING CONCRETE EXISTING AT&T11,1: \ \ I WALKWAY { TELCO RACK \ _ I \ ` ` - x .o _. x. �� \ x • xi� . EXISTING 3'-6"WIDE \\ REVISIONS EQUIPMENT SHELTER DOOR NO. DATE DESCRIPTION INITIAL �I \� A 02/18/1!ISSUED FOR PCD REVIEW HT N 1 \ 0 OS/OS/il MED FOR FK CONST UCIION SF Ix EXISTING AT&T y, ARGUS POWER RACK111 1.1) T \V II I 0 h X N - �I ___LI__ IIII EXISTING POWER I 16 11 2'-0" PANEL A 6" EXISTING SWITCH EXISTING AT&T X1111111 -BATTERY STACK ' 1 •:17 1 \ NOT FOR CONSTRUCTION UNLESS �I `O v I `O \ A LABELED AS CONSTRUCTION SET 1 x EXISTING DISC. A \ 5x "' SWITCH EET E \..- \ I PROPOSEDHENLARGEDLSITE PIAN x x 1 z-e AV SHEET NUMBER .11.1:::Or..•=otr A_3 "x36• SCALE: 3/8• m ,'-D• IIIIMIENIWIll PROPOSED ENLARGED SITE PLAN1 11 11"x17• SCALE: 316" 1'-0• 21T p• p' 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, • PROPOSED AT&T(1) RAYCAP 0 EXISTING AT&T GSM ANTENNA PROPOSED AT&T 3 LTE SQUID STRAPPED TO POLE +0+ 5 6 () AT COLLAR MOUNT ((yp OF(1 PER SECTOR) ee PANEL ANTENNA(1 LTE % BE 42,,A ED 4111110 `-' ANTENNA PER SECTOR) PROPOSED LOCATION OF EXISTING AT&T UMTS ANTENNA EXISTING(1) CSM SECTOR) ANTENNA (11? (1)� �.� Your world.Delivered. Ii �" (TYP of(1) PER SECtOR) ,. I TO BRLIOGAT�ED ��) `'� i PROPOSED LOCATION OF �* 9 ! I'I EXISTING AT&T UMTS ANTENNA a �1114'4 111 (TYP OF(1) PER ) "V" . ;, AT&T FUTURE ANTENNAiit (TYP OF(1) PER SECTOR) - `�IL PROPOSED AT&T AWS RRHIIMIWr _ UNITMOUNTED TA OiMEENNTING = EXISTING AT&T) TDMA ANTENNA I� (1) PER SECTOR) (TYP TXIBE 1R(MOVER SECTOR) PROPOSED AT&T 700MMHz RRH I. PACIFIC TELECOM SERVICES, NOTE: �� UNIT MOUNTED TO E7IS11NG LLC PROPOSED AT&T LTE ANTENNAS, MOUNTING ATTACHMENT - I^ EXISTING TOWER ACCESS MOUNTING HARDWARE AND CABINETS TO BE PAINTED TO MATCH EXISTING I44 (1) PER SECTOR) LADDER 1111 EXISTING OTHER CARRIER 'p,. I 'I ANTENNA ARRAY W. EXISTING OTHER CARRIER '! '' -- - _ �I ANTENNA ARRAY 'IHRICH B.HA EXISTING 700'—O HIGHAnibal- .SELF SUPPORTED TOWER /EXISTING COAX CABLE p S E,WA cp. I / SUPPORT LADDER GAA8 �I — (P 5003 ^�,I EXISTING 100'-O" HIGH I EXISTING COAX CABLE ��� CO) SUPPORT LADDER OF SELF SUPPORTED TOWER i' EXPIRATION DATE OF THE 4:: / LICENSE:06130!12 I_ :, •' PROPOSED A(T)&)T(2) DC I Y I / TO BE RUNS ROIJI'Eb WITH FIBER RUN / �J I, EXISTING CQRX RUNS I 3 II NIS 3= x 1 �ff W CC J WW _ WO Z ra el g wI I �I, o m oo? i I ` X to r co cr. $ I _ o ° M o �I Qro � w•oO ` o LL 9 I- 3U I. • r1 a� 3 C. N =i I 6 I. -1 EXISTING 28'-0• X 12'—O- : AT&T EQUIPMENT SHELTER PROPOSED AT&T GPS ANTENNA 0 5 EXISTING 28'-O• X 12'-0- V MOUNTED TO EXISTING ICE BRIDGE AT&T EQUIPMENT SHELTER •' I EXISTING GPS ANTENNA // EXISTING GPS _ 1 ANTENNA II EXISTING AT&T ICE 11 EXISTING AT&T ICE II ;•,I.. BRIDGE III BRIDGE _ � I^/ EXISTING TOWER 1 - ^ II EXISTING TOWER 1".:1 CONCRETE PAD -_ , Al RETE PAD EXISTING BUILDING • ^ EXISTING BUILDING REVISIONS PROPOSED AT&T LTE NO. 15/ATE DESCRIPTIONRODIN IAL AftEQUIPMENT RACK MOUNT® Ip n II_ - , A OP/IE/il ISSUED FOR PCD REVIEW HT 0 OS/OS/il C311ED FOR AWL WIRIRIICII011 BF � ON A NEW 19'RACK j� _ =i INSIDE AN DUSTING AT&T ^�/ 1 I I I I EQUIPMENT SHELTER / 11 ,40., I IJ� 1 1 1 iII X1 , , E ISTING CHAINLINK1..1 , 1 FENCE COMPOUND I' I� I EXISTING CHAINLINK i _ ,i FENCE COMPOUND 1 I 1.-1 I : i' ISI 4,, NOT FOR CONSTRUCTION UNLESS _ LABELED AS CONSTRUCTION SET Aid ; .�u :- s ,.. - 7:,,,,,,,,,,,,:., r: ' - ;..<: .... -4..•;.,_,,,B,,,,• ••1:..,.....1 % X.�...�, :?..w.,,...,,,,,:.4.;&. ,,,,:,-_,..,...0. .7.,....*- h -:.I.-...,:,.:,:',-;),,,::;;;;.: -.. ;•;,,,.• . _ ,-5,(,;„ ;.. ..•*.,,, SHEET TITLE r,, rn :.- . -..''''''..::: 1.-1;:,;',:'1,-;-,;:1-1:11.--1,-1.:11-1,1:-. ;:.;.,.;:,- S+, s: >- ., �: ..�:,. ;,,:,,, #r ^^a� I '11:':',.:-::-.11.1::>...,„-V11,,,,--- r• A.n1I <„a,• i .h , 1aSv ' i E%ISTING&PROPOSED SOUTH ELEVATIONS TIONSo:r--.; };y. :: z:�: � b��^ - ` .itil ":� ;.�, ,1 �� iI rr 'ti I i :>,?Y 5.. �.yTl 1x?%�.�,^.F. r. ` � > � " � h} : ;.,....;.•,...<,44,•.„..-.. � sh ets:i : SS ,„.�, ; ,Ijaz'' ''Ei i �Cc.; /..'..);ra7 .:....- 4 e# ".cs: : � �,:`.;fir d ;Z :. ›v,-.„. ..,, ,, - $ a .; .4.,.,.,:a. , S.. ,Ez rr : ', „re - l' :gy+.w .T. ' ' :iF :"v: 1 . •::� " • . . :,. . 4_,v;. . .o,, f .,: , . .< G.,1l , ::r 1 1 1 , t . a: "YOI SHEE T NUMBER 1 24'x36• SCALE: 3/16' 1'-0PROPOSED SOUTH ELEVATION 2 24•x36•SCALE: 3/16' r-o• —�� EXISTING SOUTH ELEVATION 1 11•x17• SCALE: 3/32• i'—O• 4 2 0 4' 11•x17• SCALE; 3/32” 1'-0" 4 2 0 4' 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. at&t —..- Your world.Delivered. IA o PACIFIC TELECOM SERVICES, LLC ti5� bra RICHARD B.HA ,„,,,,•!" avi.4-. di/ ..7,-„,../ • () S- E,WA 5008 . , i) 46) OF f3* EXPIRATION DATE OF THE NOT USED 7 NOT USED A LICENSE:06130/12 24"x36" SCALE: NOT TO SCALE / 24"x36"SCALE: NOT TO SCALE `1- 11"x 17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE , ..... ..ILI ...loll -1 w d" OG PD�ER X I A H N 0\ coo rn r r�� p p \ o e iENAP oA',/oTE DC POWER O 3 G I"Yo r [EMPTY] 2 H O_ \ O\ PC n 5U G` DC/DC CONVERTER SEE DETAIL 4,THIS SHEET ^=\ N 0 0 1\ D RAyCA 9926) RAYCAP SURGE RAYCAP DC-48-60-RM N o �U 166° 1 E�G�, ALU/BBU (9926) SEE DETAIL 2, THIS SHEET \ 0 ALU/ GABLE G Q'I FIBER CABLE ENCLOSURE SEE DETAIL 3, THIS SHEET f16ERppC A1,U/B FUTURE ALU/BBU o \ o 'I f IP' TELCO NOT USED�/ NOT USED D FV 24"x36"SCALE: NOT TO SCALE V 24"x36" SCALE: NOT TO SCALE o 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE o '0 O O TES G CABINET LAYOUT O DIAGRAM \ 0 • REVISIONS ' O • NO. DATE DESCRIPTION INITIAL o• . A 02/18/11 ISSUED FOR PCD REVIEW NT • 0 00/05/11 ISSUED RIR ERR.WI6IRUCIION BF 0 • • STANDARD 19723" • INDOOR RACK (VERIFY) H • • / NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 41/1:::,'_ 0 0 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER NOT USED C NOT USED ...), TYPICAL INDOOR RACK CONFIGURATION I A_.5 24:x36" SCALE: NOT TO SCALE ,J 24"•x36: SCALE: NOT TO SCALE 24:x36: SCALE: NOT TO SCALE 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. PROPOSED ANTENNA CONFIGURATION AND SCHEDULE EXISTING ANTENNA CONFIGURATION AND SCHEDULE — NUABER OF ELEC. MECH. NUMBER OF COAX NUMBER OF exc. MECH. NUMBER OF COAX V a1 w y SECTOR X AZIMUTH RADCENTER VENDOR MODEL RET TAN COAX 0 DIMMED SECTOR X AZIMUTH RADCENIER VENDOR Mom RET TIM COAX 0 DIPLEXED I('xI ANTENNAS 11LT TILT COAX LENGTH ANTENNAS TILT TILT COAX LENGTH GSM 850 2' YES NONE 2 1-5/8" 118'-0" NO GSM 850 2' YES NONE 2 1-5/8" 118'-0" NO GSM 1900— 15' 98'-0" 1 KATHREIN 800 10121 0' 0' YES (2)NOKIA MHA CS72993.08 2 1-5/B" 118'-0" NO GSM 1900 15' 98'-0' 1 KATHREIN 800 10121 cr 0' YES (2)NOKIA MHA CS72993.08 2 1-5/8" 118'-0" NO �� Your world.Delivered. UMTS 850_ 10' YES NONE YES UMTS 850 10' YES NONE YES UMTS 1900 15' 98'-0" 1 KATHREIN 800 10121 6' 2' YES '(2)ANDREW MUMTS 1900 15' 98'-0" 1 KATHREIN 800 10121 6' 7 YES (2)ANDREW MHA ETB19C8-12U8 HA ETB19G8-12U8 2 1-5/8" 118'-0" (U8 U9) 2 1-5/8" 718'-0" US U9) .. UMTS 1900_1 9' YES (2)ANDREW MHA ETB19C8-12U8 2 1-5/8" 118'-0" - UMTS 1900_1 9' YES (2)ANDREW MHA ETBI9GB-12UB 2 1-5/8' 118'-0" - • FUTURE(OFF) 0' 98'-0" 1 - - - 0' - - 2 NONE 100'-0" NO TDMA 850 0' 98'-0" 1 - - - 0' - - 2 NONE 100'-0" NO LTE 700 0' 98'-0" 1 POWERWAVE 165-17-411412 0' 0' YES - 0 FIBER 118'-0" NO NUMBER OF ELEC. MECH. NUMBER OF COAX SECTOR Y AZIMUTH RAECEATTER ANTENNAS VENDOR MoaEL TILT TILT RET TMA COAX COAX r LENGTH NUMBER OF ELEC. MECH. NUMBER OF' CONE ■ ■ TH RADCENTER VENDOR MODEL RET TMA COAX r aPLEXED SECTOR Y AZIMUTH ANTENNAS TILT TILT COAX LENGTH GSM 850 2' YES NONE 2 1-5/8" 118'-0" NO — 135' 98'-0" 1 KATHREIN 800 10121 0' GSM 850 2' YES NONE 2 1-5/8" 118'-0" NO GSM 1900 0' YES (2)NOKIA MHA CS72993.08 2 1-5/8" 118'-0' NO 135' 98'-0" 1 KATHREIN 800 10121 D' PACIFIC TELECOM SERVICES, GSM 1900 0' YES (2) NOKIA MHA CS72993.08 2 1-5/8" 118'-0" NO UMTS 850 8' YES NONEYES LLC UMTS 850 8' YES NONE YES _UMTS 1900 135' 98'-0" 1 KATHREIN 800 10121 6' 0' YES (2)ANDREW MHA ETB19G8-12UB 2 1-5/8" 118-0 (08 U9) UMTS 1900 135' 98'-0" 1 KATHREIN 800 10121 6' 0' YES (2)ANDREW MHA ETB19G8-12UB 2 1-5/8" 118'-0" (08 09) - UMIS 1900_1 6' YES (2)ANDREW MHA ET619G8-12U8 2 1-5/8" 118'-0" UMTS 1900_1 6' YES (2)ANDREW MHA ET819G8-12UB 2 1-5/8" 118'-0" - TOMA 850 0' 98'-0" 1 - - - 0' - - 2 NONE 100'-0" NO FUTURE (OFF) 0' 98'-0" 1 - - - 0' - - - 2 NONE 100'-0" NO SECTOR Z AZIMUTH RADCEHTER NUMBER OF VENDOR MODEL ELEC. MECH. RET TMA NUMBER OF COAX 0 COAX DIPLEXED AM-X-06-16_ ANTI INS TILT TILT COAX LENGTH LTE 700 120' 98'-0" 1 KMW 65-00T-RET 73' 2' YES - 0 FIBER 118'-0" NO GSM 850 2' YES NONE 2 1-5/8" 118'-0" NO AA NUMBER OF ELEC. MECH. NUMBER OF COAX 255' 98'-0' 1 KATHREIN 800 10121 0' _'�l/� SECTOR Z AZIMUTH RADCEHTT72 O VENDOR MODEL LET TILT RET TWA COAX COAX 0 LENGTH DIPLEXED GSM 1900 0' YES (2)NOKIA MHA CS72993.08 2 1-5/8" 118'-0" NO �HS �f GSM 850 2' YES NONE 2 1-5/8" 118'-0" NO _ U� 50 4' YES NONE YES `! GSM 1900 255' 98'-0" 1 KATHREIN 800 10121 0' 0 YES (2)NOKIA MHA CS72993.08 2 1-5/8" 118'-0" NO UMTS 1900 — 255' 98'-0" 1 KATHREIN 800 10121 0' 0' YES (2)ANDREW MHA ETB19G8-12UB 2 1-5/8" 718'-0" (U8 U9) RICHARD B.H UMTS 850_ 4' YES NONE YES UMTS 1900_1 0' YES (2)ANDREW MHA ETB19G8-12UB 2 1-5/8" 118'-0' - ,.- v dig UMTS 1900 255' 98'-0" 1 KATHREIN 800 10121 0' 0' YES (2)ANDREW MRA ET919G8-12U8 2 1-5/8" 118'-0" (U8 U9) TDMA 850 0' 98'-0" 1 - - - 0' - - 2 NONE 100'-0" NO ��j/ UMTS 1900_0 0' YES (2)ANDREW MHA ETB19G8-12UB 2 1-5/8" 118'-0" - 1 S • C'WA • • FUTURE(OFF) 0' 98'-0" 1 - - - 0' - - 2 NONE 100'-0" NOTr' Cn p LTE 700 240' 98'-0" 1 KMW AM-X-CD-16- 10' 0' YES - 0 FIBER 118'-0" NO :iVI1" 65-001-RET NOTES: � OF 0% 'D11/571 CUT LINGTHS:EsTSUJES ONLY •CONFIRM UTHAT GENERAL CSE COAX ONTRRACfORR IS USING LATEST VERSION OF RFDS. EXPIRATION DATE OF THE LICENSE:06130112 PROPOSED AT&T EXISTING AT&T UMTS FUTURE ANTENNA ANTENNA TO BE RELOCATED PROPOSED LOCATION OF EXISTING AT&T UMTS ANTENNA PROPOSED LOCATION OF l� CINNNN.N\------':• EXISTING AT&T GSM ANTENNAo ¢ jbo o h0 ? EXISTING AT&T GSM PROPOSED AT&T LTE � � T AWS RRH UNIT MWIMEDPOSED T&TO EXISTING 1 y$ ANTENNA TO BE RELOCATTbPANEL ANTENNA : ' ¢ ? MOUNTING ATTACHMENT ° ' ws. o �Z.%.;141P4-1414,• -7...::41 y PANEL ANTENNA .��� y EXISTING AT&T TDMA ...� 5, \`e � W PROPOSED AT&T LTE ,, \ ANTENNA TO BE REMOVED d w -----.............44:4414% - c..,„ l���X --\... , �.� PROPOSED AT&T 700MHz RRH � �'�� Cr) W rn \ c. TO ham: °:70 0 N p PROPOSED AT&T 700MHz RRH ` ;:.!..21i.-.A.,...;:. •�M �� `� ° ° STING EXISTING A7&T . !Cyy� - - ) wUNIT MOUNTED TO EXISTING \ ��,--A`;�� '° �MA�ANTENNAED I '`' _MOUNTING ATTACHMEHr '' i/��►���/ ° , YN■■■■����I) _ C PROPOSED UNIT MOUNTEDT AWS RRH TO EXISTING ��'ftv: .,'. " l y, _ /''; //��� rn MOUNTING ATTACHMENT 11"1 % ' y. \ I 1 Cr N >,y i�� p VI OF EXISSTII \ \ .- PROPNGT&&T GSPROPOSED AT&TM EA )NANTENNA \\IT\clISI FUTURE ANTENNAA�"��•• sFC.2 11 '�� �� 11111111\ �`TS• rO�P EXISTINNGA AT&T UMTS G V AZIMUTH � I' l � 1. ANTEN TO BE RELOCATED 414, 255 �� // / - EXISTING AT&T GSM��� „ EXISTING 100' 0" HIGHANTENNA TO BE RELOCATED EXISTING AT&T GSM �� SELF SUPPORTED TOWER �y/ ANTENNA Tb BE RELOCATED PROPOSED LOCATION OF y 2t > PROPOSED LOCATION OF SE00��" EXISTING AT&T UMTS ANTENNA ,5�4,,,`���� `�S• °P EXISTING AT&T UMTS ANTENNA 55&Ta1MU0 1�' <,::. '�,y - PROPOSED AT&T(1) RAYCAP 2✓� SUPPORTED TOWERTO SELFEXIS I G 100'1 D TOWERREVISIONS .. SELN0. DATE DESCRIPTION INITIAL�,\\ \\ A 00/05/11 ISSUED FOR PCD REVIEW HT 1'a PROPOSED AT&T AWS RRH '.A�Ia�� EXISTING AT&T TDMA 0 5s/m/u mum FOR RR/cwmRucnoH IT �, ��� UNIT MOUNTED TO EXISTING Ift 11 ANTENNA TO BE REMOVED ��II IT 4T• / '7/iti� MOUNTING ATTACHMENT ��•. � PROPOSED AT&T •may -,' PROPOSED LOCATION OF 1�'FUTURE ANTENNA ANTENNA EXISTING AT&T GSM ANTENNA EXISTING AT&T UMTS V`' lip/•. PROPOSED AT&T 700MHz RRH ANTENNA TO BE RELOCATED o ° UNIT MOUNTED TO EXISTING 9. ° o MOUNTING ATTACHMENT NOT FOR CONSTRUCTION UNLESS PROPOSED AT&T LTE LABELED AS CONSTRUCTION SET PANEL ANTENNA SHEET TITLE ANTENNA CONFIGURATIONS SHEET NUMBER RF124"x36"SCALE: 3/4" .. 1'-0" PROPOSED ANTENNA CONFIGURATION I 24•x36"SCALE: 3/4" - 1'-O" EXISTING ANTENNA CONFIGURATION 1 � 11"x17" SCALE: 3/8" = 1'-0" 1 6 0 1' 11"x17" SCALE: 3/8" = 1'-0" 1 6 0 1' 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, at&t MECHANICAL �---- Your world.Delivered. DOWNTILT 6.0 MANUFACTURER: POWERWAVE 12.0 BRACKET MODEL: P65-17-XLH-RR 1.11 WEIGHT: 70.0 LBS MECHANICAL DIMENSIONS: 96.0" X 12.0" X 6.0" DOWNTILT FREQUENCY: REFER TO RF DATA SHEET BRACKET i 11.8 5.9 12.0 MANUFACTURER: KMW COMMUNICATIONS ■ PACIFIC TELECOM SERVICES, MODEL: AM-X-CD-16-65-00T-RET (72") o p ° WEIGHT: 48.5 LBS giro LLC' 111. Iii:t.'gly^a DIMENSIONS: 11.8" X 5.9" X 72.0" R�R FREQUENCY: REFER TO RF DATA SHEET TOP / 11.8 / 11.8 12.0 0 0 Nc ,( l RF CONNECTOR, TYP o' o' N r^c€ - n 'y G�' �yy �-M�� lig 5 r 61K.I j - `II 1 VS. ~RICHARD B.HA 'lam REMOTE ELECTRICAL " 6 ISE taOTTOM . /- - alfeDOWNTILT ACTUATOR, TYP PO1TOM RF CONNECTOR, TAP �->, REMOTE ELECTRICAL `®-c( ` 6 / �e • DOWNTILT ACTUATOR, TYP js S a' E,WA , �' 5008 RF CONNECTOR, TYP GEC ni _ " 1.?,,t OF 0 REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP O FRONT 511E EXPIRATION DATE OF THE -------. LICENSE:06130112 FRONT $@E w D NOT USED ^J POWERWAVE ANTENNA SPECIFICATIONS KMW ANTENNA SPECIFICATIONS C d. 24"x36" SCALE: NOT TO SCALE / 24'x36" SCALE: 3/4=1-0 6 24"x36" SCALE: 3/4-1-0 3 Q wi 11"x17' SCALE: NOT TO SCALE - 11'x17"SCALE: 3/8"..1'-0" 11"x17" SCALE: 3/8".1'-0" ! 1 F N I x •3 C tjjCt MOUNT RRH UNITS PER NOTE: ) NOTE: ,-., 3 O MANUFACTURES SPECIFICATIONS MOUNT RRH UNITS PER CNN it 0 MANUFACTURES SPECIFICATIONS O < 0 Ln oN r AT&T GPS ANTENNA N 0Ce ■ii'It1j,." illy e. \ 1 7/8" O.D. PIPE -\ - - FRONT I tits ei II���II SOLAR /,--m -' '''.,,./ ass ,O ■ o lc! SHIELD 9 lltlll1'llalllWll'ii.E. \ �,` .µi� ``�` TOP r7 '"r ,� �.. IN SITE PRO 1 PIPE TO , ii 1110 UIII �� PIPE CLAMP SET I.. \ % w '1'--1 "1-ID (PART# ACP08K) t S� I 10.6" ��,�/ ��.��i_.1.17 12.2" / �/ / i�2' --- - ��� 21%3NOTE.USED lg -_. - �((«,�_ - - ``, „"x17 SCALE: 1/2"_1-O" lel ' ,.:.....:...-.,, e _ _.��..,1� l 11.0" �, A RRH _ MOUNTING .-� // ////11/ REVISIONS - i i NO. DATE DESCRIPTION INITIAL � ;, _,S(t ,; l� Ammikip �'`a', RAYCAP "SQUID" DC A 02/16/11 ISSUED FOR PCD REVIEW Hf 6 _ BRACKETS I 1 • - SURGE PROTECTOR 0 06/06/»EBuED FOR net=mom BF '-�������`I . , NOTE: TO BE iI.1 1r I� Y ` _I INSTALLED WITHIN 6 o MANUFACTURER: ALCATEL-LUCENT I I °. I I I III N ■ �������������"� MOUNTING PIPE INN FEET OF RADIO UNIT /Ull ' I a MODEL: 9442 RRH 700MHz_15.5 (Lower Bond) 1 I; V. f � 1.LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF --- HEIGHT: 21' y LSO VIEW SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES WIDTH. 12.2" / _Mil EXCEEDING 25% OF THE SURFACE AREA OF A DEPTH: 10.8' - 1II) ,I�iilid 1���I MANUFACTURER: RAYCAP HEMISPHERE AROUND THE CPS ANTENNA. WEIGHT: 51 LBS E,I I_1 1 U W PI I' �Ir� MODEL: DC6-48-60-18-8F "SQUID" 2.ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF - ktaliIIIfI EI', MANUFACTURER: ALCATEL-LUCENT NOT FOR CONSTRUCTION UNLESS \ MODEL: 9442"RRH AWS LABELED AS CONSTRUCTION SET FOUR 4 SATELLITES. VERIFY WITH HANDHELD CPS 'C7( ) i WEIGHT: 204 BEFORE FINAL LOCATION OF GPS ANTENNA. FRONTWIDTH: 10.6" oDEPTH: 6.7" �'11__14 -1711-1-77171117-1, m m im im WEIGHT: 43 LBS SHEET TITLE _ ^I i I I I}7T{ 7: RF& EQUIPMENT DETAILS MOUNTING BRACKET BY MANUFACTURER 18.0" SHEET NUMBER GPS MOUNTING DETAIL-7 RRH 700MHZ DETAIL RRH AWS DETAIL MOUNT RAYCAP SQUID DETAIL AA 24'036" SCALE NOT TO SCALE 4O 24:036:SCALE: 1 1/2:=1'- " 3 24 036" SCALE: 1 1/2%01'-0" 2 24"x36: SCALE: 1 1/2::1:-0" 1/A R,F...2 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. GROUNDING KEYED NOTES: • _- _ C1 CAD WELD (TYP). SEE DETAIL 2/E-2. � ., O EXISTING ANTENNA GROUND BUS BAR NEAR ATF TOP OF TOWER `/ at&t - Y -- 2 WITH COAX GROUND KIT. SEE DETAIL 9/E-2 FOR GROUND BAR `./ $ - _ _ ek: CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE Yourworld.Delivered. - CONNECTIONS, AND SEE DETAIL 6/E-2 FOR COAX GROUNDING. ��.`�, O EXISTING BUILDING GROUND BUS BAR AT RASE OF TOWER. SEE r + 4- 1- - --- tt ��� DETAIL 9/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL + _$ ti I r-- _ - 7 -2 FOR RGROUNDOUNDIDGIRE CONNECTIONS, AND SEE DETAIL 6/E-2 L. _+ + �__ - • 1 �a .�\ FORCOAX G _ t ' r r-- ._ 4 t`` � .� #6 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUS � Milffr _ _-i _ 7 1 4 - _ - � y5s"1a O BAR (TYP OF 3) SEE DETAIL 5/E-2. = -� -� �-+ - � XISTIN GR MAN G R 0 ER a - fi --' --- + - `: �{, i,�Ill • .i� GROUND BUS UBAR (TYP OF 2 PLACES).OS EE DETAIL 7/E-2. li, --r_ --� -+ --- =--- rt 1- �-- -.---k \; �, Go„�, i�rih\,�`�r\`° ° PACIFIC TELECOM SERVICES. I -T --- rt - t .__�1 `\ �' ° © #6 AWG AWS RRH UNIT GROUND TO TIE INTO EXISTING SYSTEM U-C � - } ---- ` - - 7-• ,\� \ -�i,I((E!1/;f,� ` GROUND RING. j._ - T--'. �v�[ - _.+ t -H 1 _ + -� - ` O #6 AWG 700 RRH UNIT GROUND TO TIE INTO EXISTING SYSTEM -- T - + i `1I � -_�— GROUND RING. f } -- - --- ili•� ��,; • �/��• B 6 AWG RAYCAP SQUID GROUND TO ANTENNA GROUND BUS BAR -,_ - _ '--fit --� `_-- t,;y1,\',���, �. ., \ rTYP OF 3) SEE DETAIL 5/E-2. + �.-t - t- - r1� �� / O #6 AWG LTE EQUIPMENT CABINET TO TIE INTO EXISTING SYSTEM �K,►�+� 14(.4:44., � llrr (4 I - I - _-: e;.. GROUND RING. VC? + --+ *- +-i `��,• \• ..* � (,--6,, #6 AWC GPS GROUND TO ANTENNA GROUND BUS BAR (TYP OF ��� `<<�,lj ---' A - _ - -4- --- '/ ', ero....., 3) SEE DETAIL 5/E-2. RICHARD B.HA `�t T �er �`<' #6 AWG GROUND FROM EXISTING TOWER GROUND BAR TO TIE41- - alf �,` •,wy �N f; \ © O INTO EXISTING TOWER GROUND RING (TYP OF (2) PLACES) �j, *Aapl �� �:�`����_ ��' ® o cn S a E,WA 0 4 ,44, �'� 5008 ? . OF 0* Am 0.Nie �� y/ p % EXPIRATION DATE OF THE \\ LICENSE:06130112 (1),,,, _ , yilfr, , 111111 LD D T Lu o Q � I I an. U = c t-- X wJ..r �`�"'I ri.) a3 a'o Nec ' + 1- 0 \V T = in S r - �� GROUNDING NOTES & LEGEND CD cc gI I .. 40 --- GENERAL GROUNDING NOTES -` - 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS, ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS. AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM MONOPOLE OR POLE USING MFR'S PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE s COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. �I 4. AND OTHERCONTRACTOR TO VERIFY OPERATIONAL AND WILLUND TO BE WITNESSEDBY GROUNDING& O / WIRELESS, LLC. REPRESENTATIVE. REVISIONS '- 9 / NO. DATE DESCRIPTION INITIAL 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL A 02/I8/t1 ISSUED FOR PCD REVIEW HT _ / PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING o os/OX/H 591m FOR rIIVL rn GIWJC IDN BF ” - STANDARDS. I 4 AUTHORIZED 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF I.T GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL TY REPRESENTATIVE, OCADWELDS AR TO ND GROUND RING / I I 111 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES / INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. [, 8. GC SHALL VERIFY EXISTING CONDITIONS W/ PROVISIONS FOR (2) #2 NOT FOR CONSTRUCTION UNLESS AWG BARE TINNED GROUND LEADS FROM TOWER MGB TO TOWER LABELED AS CONSTRUCTION SET GROUND RING. North ta O.•��. r�«.I �, GROUNDING ROD NOTES SYMBOL DESCRIPTION SYMBOL DESCRIPTION (WHERE APPLICABLE) SHEET TITLE ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING SCHEMATIC GROUNDING PLAN ® COPPER GROUND ROD I4 TEST WELL ONCE THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDMDUAL, UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. THE REPORT WILL SHOW THE LOCATION OF THE • CADWELD CONNECTION ll GROUND BAR TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG THE TESTING ypl LINE, GRAPHED OUT TO SHOW THE PLATEAU. SHEET NUMBER \/\ •- SIDE SPLICE CADWELD 1 2 POINT GROUND TEST OR 3 POINT 62%TESTS WILL NOT BE E-1 24"x36"SCALE: 3/4" a 1'-0" ED mum 1 ACCEPTED AS ALTERNATIVES TO THE AFORE MENTIONED GROUND TESTS. TEST SHALL BE E COUNTERPOISE IS MED ILE s 1'-0" 1 6 0 1' moomeni SCHEMATIC GROUNDING PLAN 1 FlELD VERIFY &TIE INTO EXISTING GROUNDING SYSTEM FROM THE A/C PSYSTEMR GRIDS HAND EXISTING COMMUNICATIONS FTACIUTY. 11"x17" SCALE: 3/8" 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. at&t Your world.Delivered. • c PACIFIC TELECOM SERVICES, LLC NOT USED NOT USED NOT USED-17-1NOT USED 1 3 `4 t 24"x36" SCALE: NOT TO SCALE 15 24"x36" SCALE: NOT TO SCALE 14 24"x36" SCALE: NOT TO SCALE 24"x36" SCALE: NOT TO SCALE 12 tis 'l" 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE RICHARD B.HA NEW COAXIAL GROUND KITS W/ LONG BARREL / NOTE: COAT ALL MECHANICAL CONNECTIONS COMPRESSION DOUBLE LUGS, ATTACH TO �`• WITH "NOOX" OR APPROVED EQUAL GROUND BAR & INSTALL BY ANTENNA , CONTRACTOR (CADWELD TYPE-GL) �y� A • 0 NEW 4'x 24"x 1/4" thk COPPER GROUND 0 C GI WA / BAR. INSTALLED BY GENERAL CONTRACTOR vA cp.- 5008 \ 000000000000000000 \ ��� OF 04ti a ( 0 O O O 00 O 0 0 0 0 0 0 0 0 0 0 0 0 O I EXPIRATION DATE OF THE LICENSE:06/30/12 0 0 0 0 0 0 0 0 0 0 0 \ O O 24" — FIELD VERIFY / ul \ #2 SOLID BARE TINNED COPPER 0 NOT USED NOT USED n 4, W WIRE CADWELD (TYPE-GL) �� GROUND BAR 24"x36" SCALE: NOT TO SCALE 11 24"x36"SCALE: NOT TO SCALE 10 24"x36" SCALE: NOT TO SCALE 7 O Q 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE U 1 N #6 AWG FROM ANTENNA TO ANTENNAS CABLE GROUND KIT co ANTENNA CABLE \jg 14" M COPPER GROUND / ` a E 120"MAX. RX2 yy TX1/RX1 _ O 3 ■ III WEATHERPROOFING Y/iyl BR GE, FLOOR ON WALL, IOR .o .o =====:l♦ + + KIT (TYP.) ANTENNAON COAX JUMPER MONOPOLE C1=== O �� WEATHERPROOFING KIT ; : GROUND KIT (YP) 0 0 (TYP.) () In r (SEE NOTE 3)—� O Q Q O O O CABLE GROUND KIT CONNECTOR WEATHERPROOFING ' ' #6 AWG � N O OOOO O OO #6 AWG STRANDED COPPER KIT (EYP.) SEE NOTE 2 �� �; GROUND WIRE (GROUNDED TO ISOLATE FROM MONOPOLE O O GROUND BAR). SEE NOTE 1 & 2 HALO w/ #2 TO LOWER l MONOPOLE BUS BAR CABLE CONNECTOR *TWO HOLE LUG, OR �/ ANTENNA CABLE "11 COPPER ANTENNA GROUND EXOTHERMIC WELD TO BE NOTES. TO BTS EQUIPMENT (EYP.) BAR, WITH INSULATORS. USED WITH #2 AWG BCW TO 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE �_ I BONDED DIRECTLY TO TOP OF GROUND CONDUCTOR SHALL DOWN TO GROUND BAR. BUILDING SERVICE GROUND — MONOPOLE OR UTILITY POLE OR GROUND RING BE ELIMINATED WHEN TO GROUND RING GROUND BAR IS 2.GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED NOTES. ELECTRICALLY BONDED TO BY CABLE MANUFACTURER. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE LOSE: "" METAL DOWN TO ANTENNA GROUND BAR. GROUND ONLY USE EXOT HERMIC MF MOOF STRUCTURE MONOPOLE 3.WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. SHALL WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. NOT USEDp GROUND WIRE INSTALLATION ^J CABLE GROUND KIT CONNECTION GROUND CABLE CONNECTION 24"x36" SCALE: NOT TO SCALE Q 24"536" SCALE: NOT TO SCALE I / 24"x36" SCALE: NOT TO SCALE 24"x36" SCALE: NOT TO SCALE 5 - 11"x17"SCALE: NOT TO SCALE 11"517" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 11"x17"SCALE: NOT TO SCALE REVISIONS l NO. DATE DESCRIPTION INITIAL A 02/18/11 ISSUED FOR PCD REVIEW HT 0 OS/OS/il SS=FOR FWL COIRIRUC8011 BF TYPE TA, TYPE VN TYPE NC TYPE SS i ,. fo C�\ [1,,,, NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET TYPE VV TYPE VI TYPE VB TYPE Pt 41111iiii. SHEET TITLE AI ` j, GROUNDING DETAILS TYPE GT TYPE GY TYPE GR TYPE'S,' SHEET NUMBER NOT USEDA NOT USED CADWELD GROUNDING CONNECTIONS NOT USED E-2 24"536" SCALE: NOT TO SCALE I `� 24"x36" SCALE: NOT TO SCALEIlir 24'536" SCALE: NOT TO SCALE 2 24"x36" SCALE: NOT TO SCALE 1 11"x17" SCAI F. NOT TO SCM F 11"x17"SCAIF: NOT TO SCAIF 11"x17" SCALE NOT TO 5CAIL 11"x17" SCALE: NOT TO SCALE 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.