12-101877 (2)THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION
DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T
MOBILITY CORPORATION SERVICES IS STRICTLY PROHIBITED.
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• HEAD SOUTH
• KEEP RIGHT AT THE FORK AND MERGE ONTO AIRPORT
EXPRESSWAY
® KEEP RIGHT AT THE FORK AND MERGE ONTO WA-518 E
® TAKE THE EXIT ONTO 1-5 S
• TAKE EXIT 142B TO MERGE ONTO WA-18 W TOWARD S 348TH ST
• CONTINUE ONTO S 348TH ST
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® DESTINATION WILL BE ON THE LEFT
PROJECT INFORMATION
CODE INFORMATION:
ZONING CLASSIFICATION: C-COMMERCIAL
BUILDING CODE: 2009 IBC
CONSTRUCTION TYPE: IIB
OCCUPANCY: S-2
JURISDICTION: FEDERAL WAY
PROPOSED BUILDING USE: TELECOM
SITE LOCATION (NAD83):
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Your world. Delivered.
TAMMY LANE
WA415
34301 9TH AVE S
FEDERAL WAY, WA 98003
PROJECT CONTACT LIST
APPLICANT: PROJECT CONSULTANT:
LATITUDE: 47017'46.9" N (47.296361 ° N)
LONGITUDE: 122°1934.9" W (122.326361 ° W)
TOP OF STRUCTURE: 120'-0" AGL
BASE OF STRUCTURE: 0'-0" AGL
PROJECT LEASE AREA:
216 SF
PARCEL NUMBER:
2021049157
NEW IMPERVIOUS AREA: AREA OF PARCEL:
208 SF 51.55 ACRES
GENERAL INFORMATION:
1. PARKING REQUIREMENTS ARE UNCHANGED.
2. TRAFFIC IS UNAFFECTED.
3. SIGNAGE IS UNCHANGED.
PROJECT DESCRIPTION:
AT&T MOBILITY CORPORATION PROPOSES TO MODIFY AN EXISTING
UNSTAFFED TELECOMMUNICATIONS FACILITY WITH THE ADDITION OF
(3) NEW PANEL ANTENNAS, (6) RRH UNITS, AND (1) "SQUID" SURGE
PROTECTOR AT ANTENNA LEVEL. ALSO THE ADDITION OF (1)
PURCELL FLX16WS CABINETS TO HOUSE LTE EQUIPMENT MOUNTED
WITHIN EXISTING COMPOUND SHELTER AND (1) GPS ANTENNA ON
EXISTING H-FRAME.
UTILITY COMPANIES
POWER: TELEPHONE:
PUGET SOUND ENERGY TBD
PHONE: (866) 831-5161
APPROVAL / SIGN OFF OF FINAL CONSTRUCTION DRAWINGS
AT&T MOBILITY CORPORATION
RTC BUILDING 3
16221 NE 72ND WAY
REDMOND, WA 98052
PROJECT ENGINEER:
LDC, INC.
14201 NE 200TH ST, SUITE 100
WOODINVILLE, WA 98072
CONTACT: MARK VILLWOCK, P.E.
PHONE: (425) 806-1869
FAX: (425) 482-2893
STRUCTURAL ENGINEER:
AMERICAN TOWER CORP.
10 PRESIDENTIAL WAY
WOBURN, MA 01801
PHONE: (781) 926-4685
ATTN: RICH SCIOLI
RF ENGINEER:
CONTACT: ARMITPAL SINGH
as230b@att.com
PHONE: (425) 698-7840
WESTOWER COMMUNICATIONS
7525 SE 24TH ST, SUITE 500
MERCER ISLAND, WA 98040
STRUCTURE OWNER:
AMERICAN TOWER CORP.
10 PRESIDENTIAL WAY
WOBURN, MA 01801
PHONE: (781) 926-4685
ATTN: RICH SCIOLI
PROPERTY OWNER:
WESTERN FAC SERVICE OFFICE
34301 9TH AVE S 98003
FEDERAL WAY, WA 98003
PROJECT MANAGER:
DRAWING INDEX
DWG NO.
DESCRIPTION
T-1
TITLE SHEET
G-1
GENERAL NOTES
G-2
GENERAL NOTES AND SYMBOLS
A-1
SITE PLAN
A-2
ENLARGED SITE PLAN
A-3
ELEVATION
A-4
CONSTRUCTION DETAILS
RF-1
ANTENNA CONFIGURATIONS
RF-2
RF DETAILS
E-1
SCHEMATIC GROUNDING PLAN
E-2
GROUNDING DETAILS
CONTACT: MIKE MCRITCHIE
mmcritchie@westower.com
PHONE: (425) 760-9835
SITE ACQUISITION/ PERMITTING CONTACT:
RYKA CONSULTING
ATTN: GEORGE PIERCE
918 S HORTON ST, SUITE 1002
SEATTLE, WA 98134
PHONE: (206) 523-1941
gpierce@rykaconsulting.com
CONSTRUCTION MANAGER:
CONTACT: RON EVENSON
revenson@westower.com
PHONE: (206) 550-9322
POR OF N 1/2 DAF: BEG CENTER OF SEC; TH N 01-16-46 E ALG N-S C/L
360.82 FT TH N 88-46-14 W 330 FT TH S 01-16-46 W 179.36 FT TO N LN
OF S 181.5 FT OF SD N 1/2 TH N 88-46-40 W 220 FT TH S 01-16-46 W
181.5 FT TO E/W 1/4 LN SD SEC; TH N 88-46-40 W 521.96 FT TO A PT S
88-46-40 E 1544.35 FT FR W 1/4 COR SD SEC TH N 01-10-59 E 712.14 FT
TH N 53-40-00 W 543.88 FT TH N 36-20-00 E 310 FT; TH ON CURVE TO
LEFT RAD 1250 FT THROUGH C/A 18-47-35 ARC DIST OF 410 FT TH S
72-27-35 E 789.85 FT TH S 35-00-00 E 134.66 FT TO S LN OF NE 1/4 OF
NW 1/4 TH ON SD S LN & S LN OF NW 1/4 OF NE 1/4 S 88-45-47 E 795.73
FT TAP ON 1130 FT RAD CURVE WHOSE CENTER PT BEARS S 84-52-30
E TH SLY ALG SD CURVE THROUGH C/A 09-57-30 ARC DIST OF 196.40
FT TH S O4-50-00 E 460 FT TAP OF 810 FT RADIUS CURVE TO RGT TH
ON SD CURVE THROUGH C/A 30-00-00 ARC DIST OF 424.12 FT TH S
25-10-00 W 271.12 FT TO E/W C/L SD SEC TH ALG SD LN N 88-46-40 W
348.36 FT TO CENTER SD SEC & POB
RECEIVED
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CITY OF FEDERAL- WAY
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Infrastructure
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THE CIVIC ENGINEERING GROUP Telecom
14201 NE 200th St., #1000.pM1 Ph 425.806.1869
Woodinville, WA 98072 Fx 425 4822893
www.LDCcorp.com�
DATE: 1
DRAWN BY: RM671
CHECKED BY: RJA
REVISIONS
S
REV DATE DESCRIPTION BY
1 10-27-11 1 PRELIMINARY CONSTRUCTION RJA
2 4-18-12 FINAL CONSTRUCTION RJA
WA
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GENERAL NOTES:
1. THE CONTRACTOR SHALL NOTIFY TOWER NETWORK CARRIER OF ANY ERRORS,
OMISSIONS, OR INCONSISTENCIES AS THEY MAY BE DISCOVERED IN PLANS,
DOCUMENTS, NOTES, OR SPECIFICATIONS PRIOR TO STARTING CONSTRUCTION
INCLUDING, BUT NOT LIMITED BY, DEMOLITION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR CORRECTING ANY ERROR, OMISSION, OR INCONSISTENCY AFTER
THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION
OF TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AND SHALL
INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE MEANS OF CORRECTING
ANY ERROR SHALL FIRST BE APPROVED BY TOWER NETWORK CARRIER
CONSTRUCTION PROJECT MANAGER.
2. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB
SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE
PROPOSED PROJECT. CONTRACTORS PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION, THE CONTRACTOR HAVING BEEN AWARDED THIS PROJECT SHALL
VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT DOCUMENTS
TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE
ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY
ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION
OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING.
3. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR
PARTICIPATION IN BID WALK.
4. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE,
THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES
ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF
WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND ANY
REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT AS DESCRIBED IN
THE DRAWINGS AND OWNER'S PROJECT MANUAL.
5. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE
CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK.
CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR
OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT
EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS
IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR
THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY
CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S
PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE
MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE.
6. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCE. TOWER NETWORK
CARRIER IS NOT RESPONSIBLE FOR ANY ERRORS RESULTING FROM THIS PRACTICE
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS.
7. OWNER, CONTRACTOR, AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT
MANAGER SHALL MEET JOINTLY TO VERIFY ALL DRAWINGS AND SPECIFICATIONS
PRIOR TO THE START OF CONSTRUCTION.
8. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO
PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT
CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS.
9. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS
TO AVOID DISTURBING NORMAL BUSINESS.
10. THE CONTRACTOR SHALL PROVIDE TOWER NETWORK CARRIER PROPER INSURANCE
CERTIFICATES NAMING TOWER NETWORK CARRIER AS ADDITIONAL INSURED, AND
TOWER NETWORK CARRIER PROOF OF LICENSE(S) AND PE & PD INSURANCE.
11. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE
CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR
ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND
PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE
CONTRACT.
12. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO
MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR
WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE.
13. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN
STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND
ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL
LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC
AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND
STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK.
14. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF
CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA
OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT.
THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED
"FOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECT'S
SIGNED WET STAMP.
15. A COPY OF GOVERNING AGENCY APPROVED PLANS SHALL BE KEPT IN A PLACE
SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW, SHALL BE AVAILABLE FOR
INSPECTION AT ALL TIMES. THE PLANS ARE NOT TO BE USED BY THE WORKMEN. ALL
CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS GOVERNING
AGENCY APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF
PLANS, IN GOOD CONDITION, COMPLETE WITH ALL REVISIONS, ADDENDA, AND
CHANGE ORDERS ON THE PREMISES AT ALL TIMES UNDER THE DIRECT CARE OF THE
SUPERINTENDENT. THE CONTRACTOR SHALL SUPPLY TOWER NETWORK CARRIER
CONSTRUCTION PROJECT MANAGER. WITH A COPY OF ALL REVISIONS, ADDENDA,
AND/OR CHANGE ORDERS AT THE CONCLUSION OF THE WORK AS A PART OF THE
AS -BUILT DRAWING RECORDS.
16. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE
NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE.
17. THE CONTRACTOR SHALL STUDY THE STRUCTURAL, ELECTRICAL, MECHANICAL, AND
PLUMBING PLANS AND CROSS CHECK THEIR DETAILS, NOTES, DIMENSIONS, AND ALL
REQUIREMENTS PRIOR TO THE START OF ANY WORK.
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE
PROJECT AND SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE.
19. THE CONTRACTOR HAS THE RESPONSIBILITY OF LOCATING ALL EXISTING UTILITIES
WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE.
THE CONTRACTOR, OR SUBCONTRACTOR AS SPECIFIED IN THE AGREEMENT
BETWEEN SUBCONTRACTOR AND CONTRACTOR, SHALL BEAR THE EXPENSES OF
REPAIR AND/OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGE BY
OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK.
20. THE REFERENCES ON THE DRAWINGS ARE FOR CONVENIENCE ONLY AND SHALL NOT
LIMIT THE APPLICATION OF ANY DRAWING OR DETAIL.
21. ALL DIMENSIONS ON THE PLANS ARE TO FACE OF STUD (F.O.S.) UNLESS NOTED
OTHERWISE (U.N.O.).
GENERAL NOTES CONT'D:
22. ALL EXISTING CONSTRUCTION, EQUIPMENT, AND FINISHES NOTED TO BE REMOVED
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE REMOVED
FROM THE SITE WITH THE FOLLOWING EXCEPTIONS:
A. PROPERTY NOTED TO BE RETURNED TO THE OWNER.
B. PROPERTY NOTED TO BE REMOVED BY THE OWNER.
23. THE GOVERNING AGENCIES, CODE AUTHORITIES, AND BUILDING INSPECTORS SHALL
PROVIDE THE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES, MATERIALS,
AND FINISHES USED THROUGHOUT THE PROJECT. TRADE STANDARDS AND/OR
PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING OR EXCEEDING DESIGN
REQUIREMENTS SHALL BE USED FOR INSTALLATION.
24. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY
DISTRIBUTED OVER ROUGH FRAMED FLOORS OR ROOFS SO AS NOT TO EXCEED
THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING AND/OR
BRACING IS TO BE PROVIDED WHERE THE STRUCTURE HAS NOT ATTAINED THE
DESIGN STRENGTH FOR THE CONDITIONS PRESENT.
25. PRIOR TO THE POURING OF ANY NEW SLAB OVER AN EXISTING SLAB THE
CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, CHASES, AND
EQUIPMENT WHICH ARE TO BE IMPLEMENTED INTO THE NEW WORK. ALL ITEMS
DESIGNATED TO BE ABANDONED SHALL BE NOTED AND DISCUSSED WITH THE
OWNER AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AS
PART OF THE AS -BUILT DRAWING PACKAGE.
26. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE
MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR
PROJECT SITE.
27. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED
PRIOR TO ANY GRADING, CONSTRUCTION, AND ANY OTHER PROJECT EFFORT AS
MANDATED BY THE GOVERNING AGENCY.
28. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT
LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF
PROJECT AREA DURING CONSTRUCTION.
29. THE PROJECT, WHEN COMPLETED, SHALL COMPLY WITH LOCAL SECURITY CODES
AND TITLE-24 ENERGY CONSERVATION REQUIREMENTS. (TITLE-24 WHEN
APPLICABLE)
30. ALL GLASS AND GLAZING IS TO COMPLY WITH CHAPTER 54 OF THE U.S. CONSUMER
SAFETY COMMISSION - SAFETY STANDARDS FOR ARCHITECTURAL GLAZING
MATERIALS (42 FIR 1428, CFR PART 1201) AND LOCAL SECURITY REQUIREMENTS.
31. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING
IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION.
UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY
HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY.
32. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE
DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH.
CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE
PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE
FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE.
33. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL MATCH IN FORM,
TEXTURE, FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE PLANS AND
SPECIFICATIONS.
34. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING, AND/OR
SLEEVES REQUIRED FOR THE INSTALLATION OF FIXTURES, MECHANICAL
EQUIPMENT, PLUMBING, HARDWARE, AND FINISH ITEMS TO INSURE A PROPER AND
COMPLETE JOB.
35. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PROJECT LEVEL, STRAIGHT,
AND TRUE ACCORDING TO THE PLANS. THE CONTRACTOR SHALL COMPARE THE
LINES AND LEVELS OF THE EXISTING CONDITIONS WITH THOSE SHOWN ON THE
PLANS PRIOR TO THE START OF ANY CONSTRUCTION. TOWER NETWORK CARRIER
SHALL BE NOTIFIED OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES PRIOR TO
ANY CONSTRUCTION.
36. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES FROM
PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE GOVERNING
AGENCIES.
37. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS
AND/OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY
RESPONSIBLE FOR RECORDING THE RESULTS.
38. THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS AND
SHALL NOT DO SO ON PUBLIC PROPERTY WITHOUT A PERMIT TO DO SO FROM THE
GOVERNING AGENCIES FOR THIS PURPOSE.
39. GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE
USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE.
40. TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR OWN
CUTTING, FITTING, PATCHING, ETC., SO AS TO BE RECEIVED PROPERLY BY THE
WORK OF OTHER TRADES.
41. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT PREMISES AND
SHALL BE LEFT IN A CLEAN (BROOM FINISH) CONDITION AT ALL TIMES BY EACH
TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK..
42. TOWER NETWORK CARRIER DOES NOT GUARANTEE ANY PRODUCTS, FIXTURES,
AND/OR ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER. GUARANTEE OR
WARRANTY THAT MAY BE IN EFFECT IS DONE SO THROUGH THE COMPANY OR
MANUFACTURER PROVIDING THE PRODUCT, FIXTURE, AND/OR EQUIPMENT ONLY:
UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE
CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM.
43. CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND
UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL
UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION.
1-800-424-5555.
44. CONTRACTOR TO REPLACE AND/OR REROUTE ANY EXISTING UNDERGROUND
UTILITIES ENCOUNTERED DURING TRENCHING AND GENERAL CONSTRUCTION.
45. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO PLACEMENT OF MONOPOLE
FOOTING AND OTHER STRUCTURES TO BE PLACED IN GROUND. SEE GENERAL NOTE
#6 ON THIS SHEET.
46. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION.
47. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND
SUBMIT TO TOWER NETWORK CARRIER ALONG WITH REDLINED CONSTRUCTION
SET.
GENERAL NOTES CONT'D:
48. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP
(REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED
SET TO TOWER NETWORK CARRIER UPON COMPLETION.
49. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH
POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION
COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT
CONSTRUCTION MANAGER AND ARCHITECT.
50. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY
TOWER NETWORK CARRIER CONSTRUCTION MANAGER.
51. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY ALL
FAULTY, INFERIOR, AND/OR IMPROPER MATERIALS, DAMAGED GOODS, AND/OR
FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS COMPETE AND
ACCEPTED UNDER THIS CONTRACT; UNLESS NOTED OTHERWISE IN THE CONTRACT
BETWEEN THE OWNER AND THE CONTRACTOR. (EXCEPTION) THE ROOFING
SUBCONTRACTOR SHALL FURNISH A MAINTENANCE AGREEMENT FOR ALL WORK
DONE, COSIGNED BY THE GENERAL CONTRACTOR, TO MAINTAIN THE ROOFING IN A
WATERTIGHT CONDITION FOR A PERIOD OF TWO (2) YEARS STARTING AFTER THE
DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT, UNLESS OTHERWISE
WRITTEN IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR.
52. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY OF
THE OWNER'S EMPLOYEES, WORKMEN, AND ALL TIMES DURING THE CONSTRUCTION
OF THE PROJECT.
53. THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS
AND/OR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING
PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE.
CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINAL PAYMENT FOR SAID
DOCUMENT.
54. THE ARCHITECT/ENGINEER IN CHARGE SHALL SIGN AND SEAL ALL DRAWINGS
AND/OR SPECIFICATIONS.
55. TOWER NETWORK CARRIER WILL REVIEW AND APPROVE SHOP DRAWINGS AND
SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. TOWER NETWORK CARRIER
PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE APPROVAL OF AN
ASSEMBLY IN WHICH THE ITEM FUNCTIONS.
56. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY TOWER
NETWORK CARRIER COMMUNICATIONS.
57. CONTRACTOR TO PROVIDE TRENCH AS REQUIRED TO INSTALL BOTH ELECTRICAL
AND TELEPHONE UNDERGROUND CONDUITS (#40 PVC) PER S.C.E. WORKORDER.
BACKFILL WITH CLEAN SAND AND COMPACT TO THE SATISFACTION OF THE
DISTRICTS INSPECTOR. REPLACE FINISH GRADE WITH MATCHING MATERIALS
(GRASS, ASPHALT, CONCRETE, ETC.)
58. CONTRACTOR TO PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR SAFETY
AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY EQUIPMENT UTILIZED
DURING CONSTRUCTION.
59. CONTRACTOR TO PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE
CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND
MAINTAIN EXISTING SURFACE DRAINAGE SLOPES.
60. CONTRACTOR TO REPLACE LANDSCAPE VEGETATION THAT WAS DAMAGED DUE TO
CONSTRUCTION, AND TO MODIFY REMAINING IRRIGATION LINES TO OPERATING
CONDITION, PROVIDING FULL COVERAGE TO IMPACTED AREAS.
61. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES
WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, THE GENERAL
CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING
CONTRACTOR OF RECORD FOR INSTALLATION, PATCH, REPAIR OR ANY
AUGMENTATION TO THE ROOF, AND HAVE THE WORK GUARANTEED UNDER THE
ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR AND OTHER
FUTURE BREACH OF ROOFING INTEGRITY.
62. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS
WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL
CONTRACTOR SHALL COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO
ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING (IN APPEARANCE)
DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS, TEXTURES, AND
COLORS. THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF
COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION. WHEN PHOTOSIMULATIONS
ARE PROVIDED, THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION
REPRESENTS WHAT IS INDICATED IN PHOTOSIMULATION. SHOP DRAWINGS SHALL BE
PROVIDED TO THE GENERAL CONTRACTOR, CONSTRUCTION COORDINATOR, AND
ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION.
63. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES
WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS
SHALL CONFIRM (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION
COORDINATOR AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS
WITHIN THE ROOF SLAB - RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN
THE EXISTING BUILDING "AS -BUILT DRAWING SET" - HAVING INDICATED AN ORIGINAL
DESIGN SOLUTION OF REINFORCED CONCRETE W/ EMBEDDED STEEL REBAR. IN
THE EVENT POST TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL
INCLUDE PROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL
PENETRATION AREAS WHERE ANCHORING OCCURS.
64. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES
FOR ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE
APPLICABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON TOWER
NETWORK CARRIER PROJECTS. RECOMMENDED MANUFACTURE SHALL BE: PANDUIT
CORP. METAL LOCKING TIES MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL).
PANDUIT PRODUCT DISTRIBUTED BY TRIARC.
65. ALL WORK TO BE DONE BETWEEN HOURS OF 8:00 AM AND 5:00 PM, EXCLUDING
HOLIDAYS.
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THE CIVIL ENGINEERING GROUP Telecom
14201 NE 200th St.,n#100e 4 W Ph 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com % .r..... w
7AT: 10-27-11
N BY: RMDKED BY: RJA
REVISIONS
REV
DATE
DESCRIPTION
BY
1
10-27-11
PRELIMINARY CONSTRUCTION
RJA
2
4-18-12
FINAL CONSTRUCTION
RJA
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SHEET TITLE
GENERALNOTES
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DESIGN CRITERIA:
STRUCTURAL STEEL NOTES;
1.
THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE
1.
SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE
INTERNATIONAL BUILDING CODE 2009 WITH WASHINGTON STATE BUILDING CODE
CONSULTANT FOR REVIEW PRIOR TO FABRICATION.
AMENDMENTS (2009 IBC)
2.
STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD
2.
DESIGN LOADS:
WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED
EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C. "SPECIFICATION FOR THE
DESIGN DATA FOR FEDERAL WAY, WASHINGTON
DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS"
LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH 2O09 IBC CHAPTER
-ROOF SNOW LOAD N/A (NOT A ROOFTOP SOLUTION)
22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. THE
CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS
-BASIC WIND SPEED 85 MPH
AND TEST RESULTS.
-WIND EXPOSURE C
3.
STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
-SEISMIC ZONE D
TYPE OF MEMBER
CONCRETE NOTES:
CONCRETE �V `7
A. WIDE FLANGE SHAPES ASTM 992, GRADE 50
B. PLATES, SHAPES, ANGLES, AND RODS ASTM A36, Fy 36 KSI
1.
ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318.
C. SPECIAL SHAPES AND PLATES ASTM A572, Fy 50 KSI
D. PIPE COLUMNS ASTM A53, Fy 35 KSI
2.
CONCRETE SHALL BE MIXED, PROPORTIONED CONVEYED AND PLACED IN
E. STRUCTURAL TUBING ASTM A500, Fy 46 KSI
ACCORDANCE WITH CHAPTER 19 OF THE 2009 IBC. STRENGTHS AT 28 DAYS AND MIX
F. ANCHOR BOLTS ASTM A307
CRITERIA SHALL BE AS FOLLOWS.
G. CONNECTION BOLTS ASTM A325 TWIST -OFF -TYPE
TYPE OF CONSTRUCTION 28 DAY STRENGTHS W/C MINIMUM CEMENT CONTENT
4.
ALL STEEL EXPOSED TO WEATHER TO BE HOT DIPPED GALVANIZED AFTER
(f c) RATIO PER CUBIC YARD
FABRICATION PER A123/A123M-00.
A. SLABS ON GRADE
5.
ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS AND
TOPPING SLABS
CONCRETE PIERS 2,500 PSI < .45 5 1/2 SACKS
SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX
ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED.
B. ALL STRUCTURAL CONCRETE 4,000 PSI < .45 6 1/2 SACKS
WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED
USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS
EXCEPT WALLS
(IF REQUIRED) SHALL BE PERFORMED USING E70 XX ELECTRODES. WELDING WITHIN
C. CONCRETE WALLS 4,000 PSI < .45 6 1/2 SACKS
4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING
NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS.
CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O.
6.
COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND
3.
THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE
GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED.
"SPECIFICATION
ALL COLD -FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.I.
METHODS AND PROCEDURES OF CONCRETE PLACEMENT.
FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS."
4.
ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE
7.
BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA.) AND
AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494,
SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE.
C618, C989, AND C1017. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH ACI
318, SECTION 4.4.1.
8.
NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM
A307 BOLTS UNLESS NOTED OTHERWISE.
5.
REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1),
GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS APECIFICALLY SO NOTED ON THE
9,
PAINT ALL STEEL WORK (UNLESS NOTED OTHERWISE). PREPARATION AND PAINTING
DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60 REINFORCING BARS
SHALL BE IN ACCORDANCE WITH THE PAINT MANUFACTURERS WRITTEN
INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706.
INSTRUCTIONS.
REINFORCING COMPLYING WITH ASTM A615 (S1) MAY BE WELDED ONLY IF MATERIAL
PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES
10.
ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE.
SPECIFIED IN A.W.S. D14 ARE SUBMITTED.
11.
TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC
6.
REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN
RICH PAINT) OR APPROVED EQUAL.
ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT
LEAST 30 BAR DIAMETERS OF A MINIMUM OF Z-0". PROVIDE CORNER BARS AT ALL
WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR
DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OF WELDED WIRE FABRIC
A MINIMUM OF 8" AT SIDES AND ENDS.
7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.
8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615,
GRADE 60, fy=60,000 PSI.
9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT
UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT.
10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
- FOOTINGS AND OTHER UNFORMED
SURFACES, EARTH FACE 31'
- FORMED SURFACES EXPOSED (#6 BARS OR LARGER) 2"
TO EARTH OR WEATHER (#5 BARS OF SMALLER) 1 1/2"
- SLABS AND WALLS (INTERIOR FACE) 3/4"
11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS.
12. ANCHOR BOLTS TO CONFORM TO ASTM A307
13. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND
SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO
THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM).
14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE
TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER.
TOWER/POLE NOTES:
1. VERIFICATION THAT THE EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED
ANTENNA LOADING IS TO BE DONE BY OTHERS.
2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL
INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED
AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S
REQUIREMENTS.
ABBREVIATED ROOF TOP SAFETY PROCEDURES
(WHEN APPLICABLE):
(AS PER "ACCIDENT PREVENTION PROGRAM" - BY PERMISSION OF WREN
CONSTRUCTION, INC. - 03/01/99)
FALL PROTECTION METHODS AND EQUIPMENT
ROOF TOP INSTALLATIONS
1. FOR WORK IS BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF EDGE,
THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY
MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION
WORKERS.
2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (I.E.,
BACKING UP TOWARD A ROOF EDGE, ETC.) OR UNSAFE ACTIVITIES. THE SAFETY
MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND VERBAL
DISTANCE OF THE CONSTRUCTION WORKERS.
3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6' OR LESS OF AN
UNPROTECTED ROOF EDGE, REQUIRES WORKERS TO USE SAFETY LINE.
4. SAFETY LINE SHALL BE MINIMUM 1/2" DIAMETER NYLON, WITH A NOMINAL TENSILE
STRENGTH OF 5400 LBS.
5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE
STRUCTURE.
6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO
REACH EDGE OF ROOF, BUT NOT BEYOND.
7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS.
8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION
EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES,
INCLUDING:
INSPECTION OF CONSTRUCTION AREA FOR HAZARDS
USE OF AN INSPECTION CHECKLIST
INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS
REPORTING AND DOCUMENTING ANY HAZARDS
REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION
POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN
RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER
COWORKER SAFETY REPRESENTATIVE
REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL
NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION
REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER
ERECTORS,
EQUIPMENT INSTALLERS, AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS
29 CFR 1926.500 - SCOPE, APPLICATION, AND DEFINITIONS
29 CFR 1926.501 - DUTY TO HAVE FALL PROTECTION
19 CFR 1926.502 - FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES
SPECIAL INSPECTIONS REQUIRED:
SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION
CONCRETE OVER 2400 PSI (5 1/2 SACK MIX) AT 28 DAYS
CONCRETE PLACEMENT AT SLAB ON GRADE
WRITTEN CERTIFICATION FOR PROPER PLACEMENT OF
REINFORCEMENTS AT SLAB ON GRADE
FOUNDATION EXCAVATION AND FILL INCLUDING UTILITY TRENCHES
CERTIFICATION OF BUILDING PAD, FOUNDATION AND FILL BY
THE GEOTECHNICAL ENGINEER OF THE RECORD
SYMBOLS AND ABBREVIATIONS:
A/C
AIR CONDITIONING
HORZ
HORIZONTAL
AGL
ABOVE FINISH GRADE
HR
HOUR
APPROX
APPROXIMATELY
HT
HEIGHT
HVAC
HEATING
BLDG
BUILDING
VENTILATION
BLK
BLOCKING
AIR CONDITIONING
CLG
CEILING
ID
INSIDE DIAMETER
CLR
CLEAR
IN
INCH
CONC
CONCRETE
INFO
INFORMATION
CONST
CONSTRUCTION
INSUL
INSULATION
CONT
CONTINUOUS
INT
INTERIOR
IBC
INTERNATIONAL
DBL
DOUBLE
BUILDING CODE
DIA
DIAMETER
DIAG
DIAGONAL
LBS
POUNDS
DN
DOWN
MAX
MAXIMUM
DIET
DETAIL
MECH
MECHANICAL
DWG
DRAWING
MTL
METAL
MFR
MANUFACTURE
EA
EACH
MGR
MANAGER
ELEV
ELEVATION
MIN
MINIMUM
ELEC
ELECTRICAL
MISC
MISCELLANEOUS
EQ
EQUAL
EQUIP
EQUIPMENT
NA
NOT APPLICABLE
EXT
EXTERIOR
NIC
NOT IN CONTRACT
NTS
NOT TO SCALE
FIN
FINISH
FLUOR
FLUORESCENT
OC
ON CENTER
FLR
FLOOR
OD
OUTSIDE DIAMETER
FT
FOOT
PLYWD
PLYWOOD
GA
GAUGE
PROJ
PROJECT
GALV
GALVANIZED
PROP
PROPERTY
GC
GENERAL CONTRACTOR
PT
PRESSURE TREATED
GRND
GROUND
REQ
REQUIRED
GYP BD
GYPSUM WALL BOARD
RM
ROOM
RO ROUGH OPENING
UGT
UNDERGROUND TELECO
OHT
OVERHEAD TELECO
UGP
UNDERGROUND POWER
OHP
OVERHEAD POWER
P
PROPANE
UG
UNDERGROUND UTILITY
COAX
COAXIAL CABLE
ANTENNA
CENTERLINE
(E)
EXISTING
(P)
NEW
e
DETAIL NUMBER
SHEET NUMBER
SHT SHEET
SIM
SIMILAR
SPEC
SPECIFICATION
SF
SQUAREFOOT
SS
STAINLESS STEEL
STL
STEEL
STRUCT
STRUCTURAL
STD
STUD
SUSP
SUSPENDED
THRU
THROUGH
TNNG
TINNED
TYP
TYPICAL
LINO
UNLESS NOTED
OTHERWISE
VERT
VERTICAL
VIF
VERIFY IN FIELD
W/ WITH
W/O WITHOUT
WP WATER PROOF
❑
VERIFICATIONS OF MILL REPORT
❑
SPRAYED -ON- FIREPROOFING
❑
IDENTIFICATION OF STEEL AND AT JOB SITE
❑
STRUCTURAL MASONRY
❑
ADHESIVE BOLTS IN CONCRETE OR MASONRY
❑
PRESTRESSED CONCRETE
❑
ALL FIELD WELDING
❑
ANCHOR BOLTS INSTALLATION AND PLACEMENT IN CONCRETE
❑
REINFORCING PLACEMENT
❑
HIGH STRENGTH BOLTING
❑
DESIGNER SPECIFIED (SEE SHEET#_)
❑
OTHER
SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD,
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
SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.
Commercial
Infrastructure
L U Lw Residential
THE CIVIL ENGINEERING GROUP Telecom
14201 NE 200th St., #100 Ph 425.806 1869
Woodinville, WA 98072 Fx. 425.482.2893
M -�- www.LDCcorp.com
DATE:
DRAWN BY: - s
CHECKED BY: RJA
REVISIONS
REV DATE DESCRIPTION BY
1 10-27-11 PRELIMINARY CONSTRUCTION RJA
2 4-18-12 FINAL CONSTRUCTION RJA
11
SITE I
WA415
TAMMY LANE
34301 9TH AVE S
FEDERAL WAY, WA 98003
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THE CIVIL ENGINEERING GROUP Telecom
14201 NE 200th St., #100 Ph.425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
a, .< . www.LDCcorp.com
y.
DATE:
DR ,
CHECKED- RJA
REVISIONS
REV DATE DESCRIPTION BY
1 10-27-11 PRELIMINARY CONSTRUCTION RJA
2 4-18-12 FINAL CONSTRUCTION RJA
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SITE
WA415
TAMMY LANE
ZMAII *141�. •��
SWEET TITLE
SITE PLAN
SWEET NUMBER 1
0
0
SHOWNOTHER CARRIERS ANTENNA ARRAY
NOT •`
22"x34" SCALE: 3/3" = 1'-0" 1 11 "x17" SCALE: 3/16" = 1'-0"
CONSTRUCTION PLAN KEYED NOTES
O PROPOSED AT&T PURCELL FLX16WS CABINET TO HOUSE LTE EQUIPMENT. 1
A-4
O2 PROPOSED AT&T FIBER/POWER ROUTE.
OPROPOSED AT&T (1) RAYCAP SQUID MOUNTED BELOW
ANTENNA LEVEL ON PROPOSED QUAD MOUNT. RF-2
O4 PROPOSED AT&T 700 MHZ RRH UNIT MOUNTED BELOW ANTENNA 3
LEVEL ON PROPOSED QUAD MOUNT (TYP OF (1) PER SECTOR). RF-2
O5 PROPOSED AT&T AWS RRH UNIT MOUNTED BELOW ANTENNA 2
LEVEL ON PROPOSED QUAD MOUNT (TYP OF (1) PER SECTOR). RF-2
PROPOSED AT&T LTE PANEL ANTENNA TO BE ADDED TO AN EXISTING 5
O(3) SECTOR ANTENNA ARRAY (1) LTE ANTENNA PER SECTOR FOR A RF-2
TOTAL OF (3) NEW LTE ANTENNAS.
OPROPOSED AT&T LTE GPS ANTENNA MOUNTED NEXT TO EXISTING
GPS ANTENNA ON UTILITY H-FRAME. RF-2
OEXISTING 120'-0" MONOPOLE (TO REMAIN).
O PROPOSED AT&T ANTENNA MOUNT.
RF-2
10 EXISTING AT&T GPS ANTENNA (TO REMAIN).
11 EXISTING AT&T UMTS CABINET (TO REMAIN).
12 EXISTING AT&T GSM CABINET (TO REMAIN).
13 EXISTING AT&T ARGUS POWER CABINET (TO REMAIN).
14 EXISTING AT&T ARGUS BBU CABINET (TO REMAIN).
15 EXISTING AT&T UTILITY H-FRAME (TO REMAIN).
16 EXISTING AT&T EQUIPMENT SHELTER (TO REMAIN).
17 EXISTING AT&T ARGUS TE43 CABINET (TO REMAIN). 4
A-4
18 RELOCATED AT&T ANTENNA.
19 EXISTING AT&T GSM CABINET TO BE REMOVED (VERIFY).
QO EXISTING FENCED COMPOUND (TO REMAIN).
Q1 EXISTING DOUBLE SWING GATE (TO REMAIN).
EXISTING AT&T HOFFMAN BOX (TO REMAIN).
0 EXISTING AT&T ICE BRIDGE (TO REMAIN).
QEXISTING AT&T COAX ENTRY PORT (TO REMAIN).
< EXISTING AT&T DIPLEXERS (TO REMAIN).
EXISTING AT&T FIBER BOX (TO REMAIN).
EXISTING CARRIER EQUIPMENT MOUNTED ON CONCRETE PAD (TO REMAIN).
QEXISTING CARRIER H-FRAME (TO REMAIN).
30 EXISTING VACANT ICE BRIDGE MOUNTED ON VACANT CONCRETE PAD (TO REMAIN).
SITE NOTES
Commercial
L C Infrastructure
Residential
THE CIVIL ENGINEERING GROUP Telecom
14201 NE 200th St., #100 Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
�www.LDCcorp.com����
D`10-27-11
DRAWNBY: ,r
CHECKED BY: RJA
REVISIONS
REV DATE DESCRIPTION BY
1 10-27-11 PRELIMINARY CONSTRUCTION RJA
2 4-18-12 FINAL CONSTRUCTION RJA
1. VERIFY ANTENNA MODEL, RAD CENTER & AZIMUTHS WITH LOCKDOWN
SET RF SITE BUILD FORM.
2. ANALYSIS OF TOWER & FOUNDATION SHALL BE PERFORMED BY OTHERS
& STAMPED BY A LICENSED STRUCTURAL ENGINEER.
3. CROSS SECTOR REDUNDANCY BETWEEN THE PROPOSED RRH UNITS
SHALL BE UTILIZED PER AT&T STANDARDS.
SITE
WA415
TAMMY LANE
SHEET TITLE
ENLARGED SITE FLAN
.,
CONSTRUCTION PLAN KEYED NOTES
OPROPOSED AT&T FIBER/POWER ROUTE.
OPROPOSED AT&T (1) RAYCAP SQUID MOUNTED BELOW rl
ANTENNA LEVEL ON PROPOSED QUAD MOUNT. RF-2
O4 PROPOSED AT&T 700 MHZ RRH UNIT MOUNTED BELOW ANTENNA 3
LEVEL ON PROPOSED QUAD MOUNT (TYP OF (1) PER SECTOR). RF-2
TIP HEIGHT OF EXISTING & PROPOSED AT&T AWS RRH UNIT MOUNTED BELOW ANTENNA 2
PROPOSED AT&T ANTENNAS O LEVEL ON PROPOSED QUAD MOUNT (TYP OF (1) PER SECTOR). RF-2
119'-11"AGL PROPOSED AT&T LTE PANEL ANTENNA TO BE ADDED TO AN EXISTING 5
O(3) SECTOR ANTENNA ARRAY (1) LTE ANTENNA PER SECTOR FOR A RF-2
TOTAL OF (3) NEW LTE ANTENNAS.
TOP OF EXISTING MONOPOLE TOP OF EXISTING MONOPOLE
RAD CENTER OF EXISTING 120'" AGL -0 AGL PROPOSED AT&T LTE GPS ANTENNA MOUNTED NEXT TO EXISTING 6
120-0AT&T ANTENNAS RAD CENTER OF EXISTING O GPS ANTENNA ON UTILITY H-FRAME. RF-2
A 7' AGL 18 AT&T ANTENNAS 31
116'-0" AGL O EXISTING 120'-0" MONOPOLE (TO REMAIN).
9
O PROPOSED AT&T ANTENNA MOUNT.
RAD CENTER OF PROPOSED 6 RF-2
AT&T ANTENNAS 5 10 EXISTING AT&T GPS ANTENNA (TO REMAIN).
115'-11" AGL
3
4
27 7 15 EXISTING AT&T UTILITY H-FRAME (TO REMAIN).
16 EXISTING AT&T EQUIPMENT SHELTER (TO REMAIN).
18 RELOCATED AT&T ANTENNA.
7 7
I Q EXISTING FENCED COMPOUND (TO REMAIN).
I 2 2
I 23 EXISTING AT&T ICE BRIDGE (TO REMAIN).
I
8 8
(p
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Commercial
Infrastructure
Residential
THE CIVIL ENGINEERING GROUP Telecom
14201 NE 200th St , #100 Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
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O a °
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MANUFACTURER:ROSENBERGER
MODEL: FB-15-ABOX CEQ 10505
EXCESS FIBER CABLE ENCLOSURE
DIMENSIONS: 17"W X 1-3/4"H (1 U) X 12"D
CAPACITY: 20m (65'±) OF 10MM CABLE
EXCESSFIBER CABLE ENCLOSURE 6 NOT USED TE43 RACK CONFIGURATION
NOT TO SCALE NOT TO SCALE NOT TO SCALE
MANUFACTURER: ALCATEL - LUCENT
6
MODEL: 9926 BBU
HEIGHT:19"
co WIDTH: 3.469 2U (RACK UNITS)
1 1.25"
N DEPTH:11.81"
N WEIGHT: 26 LBS 6.0 00.688" MANUFACTURER: PURCELL SYSTEMS
MODEL: FLX16WS
N 1.25" ° ° o o HEIGHT:30"
Q O WIDTH:25"
DEPTH: 20"
o OLOTOTAL WEIGHT (MAX): 600 LBS
�
00 0
00 0° 0
°°°°° PURCELL FLX16WS CABINET.
o
Q o° ° NOTE: RACK MOUNT LTE 9926 0 0 SEE DETAIL 2/A-4. STACK
o ° B° O O
ABOVE PURCELL 14" PLINTH.
BU WITHIN PURCEL FLX16WS
CABINET. SEE DETAIL 3/A-4. °
N
21.50"
0 00
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7/16 DIN CONNECTOR °
N-TYPE CONNECTOR DOOR '0
0 LOCATION LOCATION °
N
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Commercial
L IJ C Infrastructure
Residential
THE CIVIL ENGINEERING GROUP Telecom
14201 NE 200th St., #100 Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
DATE: 10-27-11
DRAWN RMD
CHECKED BY: RJA
REVISIONS
REV DATE DESCRIPTION BY
1 10-27-11 PRELIMINARY CONSTRUCTION RJA
2 4-18-12 FINAL CONSTRUCTION RJA
CONSTRUCTIONSHEET TITLE
DETAILS
PROPOSED ANTENNA CONFIGURATION AND SCHEDULE
SECTOR A
AZIMUTH
RADCENTER
NUMBER OF
ANTENNAS
VENDOR
MODEL
ELEC.
TILT
MECH.
TILT
TMA
NUMBER
OF COAX
COAX O
COAX
LENGTH
GSM 850
50°
118'
1
ANDREW
QBXLH-6565A-R2M
20
00
NONE
2
7/8"
138'
GSM 1900 (OFF)
118'
20
LGP 21403
UMTS 850
118'
6°
NONE
2
7/8"
138'
UMTS 1900
118'
20
LGP 21401
UMTS 19001
118'
2°
2
7/8"
138'
UMTS 8501
118'
6°
NONE
2
7/8"
138'
LTE 700
500
116'
1
KMW
AM-X-CD-17-65-OOT
9°
20
1
FIBER
150'
SECTOR B
AZIMUTH
RADCENTER
NUMBER OF
ANTENNAS
VENDOR
MODEL
ELEC.
TILT
MECH.
TILT
TMA
NUMBER
OF COAX
COAX O
COAX
LENGTH
GSM 850
2150
118'
1
ANDREW
QBXLH-6565A-R2M
30
00
1
NONE
2
7/8"
138'
GSM 1900 (OFF)
118'
30
LGP 21403
UMTS 850
118'
7°
NONE
2
7/8"
138'
UMTS 1900
118'
30
LGP 21401
UMTS 19001
118'
30
2
7/8"
138'
UMTS 8501
118'
70
NONE
2
7/8"
138'
LTE 700
2150
116'
1
KMW
AM-X-CD-17-65-OOT
90
00
1
FIBER
150'
SECTOR C
AZIMUTH
RADCENTER
NUMBER OF
ANTENNAS
VENDOR
MODEL
ELEC.
TILT
MECH.
TILT
TMA
NUMBER
OF COAX
COAX O
COAX
LENGTH
GSM 850
3200
118'
1
ANDREW
QBXLH-6565A-R2M
20
0°
NONE
2
7/8"
138'
GSM 1900 (OFF)
118'
00
LGP 21403
UMTS 850
118'
00
NONE
2
7/8"
138'
UMTS 1900
118'
00
LGP 21401
UMTS 19001
118'
0°
2
7/8"
138'
UMTS 850_1
118'
0°
NONE
2
7/8"
138'
LTE 700
320°
116'
1
KMW
AM-X-CD-17-65-OOT
00
1 00
1
FIBER
150'
EXISTING ANTENNA CONFIGURATION AND SCHEDULE
SECTOR A
AZIMUTH
RADCENTER
NUMBER OF
ANTENNAS
VENDOR
MODEL
ELEC.
TILT
MECH.
TILT
TMA
NUMBER
OF COAX
C® O
COAX
LENGTH
GSM 850
500
116'
1
ANDREW
QBXLH-6565A-R2M
20
00
NONE
2
7/8"
138'
GSM 1900 (OFF)
116'
20
LGP 21403
UMTS 850
116'
2
NONE
2
7/8"
138'
UMTS 1900
116
°
LGP 21401
UMTS 1900_1
116'
20
2
7/8"
138'
UMTS 8501
116'
60
NONE
2
7/8"
138'
LTE 700 (OFF)
500
116'
1
KMW
AM-X-CD-17-65-OOT
90
20
1
FIBER
138'
SECTOR B
AZIMUTH
RADCENTER
NUMBER OF
ANTENNAS
VENDOR
MODEL
ELEC.
TILT
MECH.
TILT
TMA
NUMBER
NUMBER
COAX
COAX O
COAX
LENGTH
GSM 850
2150
116'
1
ANDREW
QBXLH-6565A-R2M
30
00
NONE
2
7/8"
138'
GSM 1900 (OFF)
116'
30
LGP 21403
UMTS 850
116'
3°
NONE
2
7/8"
138'
UMTS 1900
116
LGP 21401
UMTS 1900_1
116'
30
2
7/8"
138'
UMTS 8501
116'
70
NONE
2
7/8"
138'
LTE 700 (OFF)
2150
116'
1
KMW
AM-X-CD-17-65-OOT
90
00
1
FIBER
138'
SECTOR C
AZIMUTH
RADCENTER
NUMBER OF
ANTENNAS
VENDOR
MODEL
ELEC.
TILT
MECH.
TILT
TMA
NUMBER
OF COAX
C® AX O
COAX
LENGTH
GSM 850
3200
116'
1
ANDREW
1
QBXLH-6565A-R2M
1
20
0°
NONE
2
7/8"
138'
GSM 1900 (OFF)
116'
00
LGP 21403
UMTS 850
116'
O°
NONE
2
7/8"
138'
UMTS 1900
116
LGP 21401
UMTS 1900_1
116'
0°
2
7/8"
138'
UMTS 850_1
116'
00
NONE
2
7/8"
138'
LTE 700 (OFF)
320°
116'
1
1 KMW
I AM-X-CD-17-65-OOT
0°
00
1
FIBER
138'
COAX NOTE.-
(10) RUN OF 7/8" 0 COAX ARE UNUSED AND NOT IDENTIFIED IN THE
EXISTING SCHEDULE. 76°34°E f s�
3
�0
PROPOSED "AT&T LTE PANEL
ANTENNA TYP 1 PER SECTO
( ()
R) RF-2
4 `mil ~`� / .•-^�_ �
' PROPOSED AT&T AWS RRH UNIT ` Commercial
MOUNTED TO EXISTING ANTENNA Infrastructure
_`-- �� RF-2 �Z7 L Residential
`__. —� _ MOUNT (TYP (1) PER SECTOR)
THE CIVIL ENGINEERING GROUP 'Telecoms
!_ i
14201 NE 200th St. #100 Ph. 425.806.1869
\ Woodinville, WA 98072 Fx. 425.482.2893
_ /-� F�.wwW.LDCcorp.com
� r
- O
/r �Ic DATE: 10-27-11
DRAWN BY: RM D
PROPOSED AT&T 7 - i ;� �; n CHECKED BY: RJA
ANTENNA MOUNT
Q ...�J r .. r l't t O ¢ ( � I ' f + / � ,.Tt�`- t! J� 1 :� J I f f i I �• '+ -' , f
4ftT1
o
EXISTING AT&T ANTENNA
- ( (TO BE REPLACED) , � ; -� �---�----�---,'_�--_�_�_-�- ., i �• �' �- ACED) o
o PROPOSED AT&T 70OMHZ RRH UNIT
MOUNTED TO EXISTING ANTENNA
MOUNT TYP 1 PER SECTOR) \ O
° EXISTING 120'-0" MONOPOLE ;^:', EXISTING AT&T ANTENNA
- (TO BE RELOCATED)
` co EXISTING 120'-0" MONOPOLE.
PROPOSED AT&T (1) RAYCAP
1 SQUID MOUNTED NEAR ANTENNA
fl
RELOCATED AT&T ANTENNA LEVEL ON"EXISTING MONOPOLE
NOTE;
NOTE
OTHER CARRIERS ANTENNA ARRAY
�i OTHER CARRIERS ANTENNA ARRAY
NOT SHOWN FOR CLARITY.
NOT SHOWN FOR CLARITY.
0
N
®ANTENNA ONFIGURATION EXISTING ANTENNA CONFIGURATION
3
0 22"x34" SCALE: 1/2" = 1'-0" 11"x17" SCALE: 1/4" = V-O" 22"x34" SCALE: 3/4" = 1'-O" 11"x17" SCALE: 3/8" = 1'-0"
REVISIONS
REV DATE I DESCRIPTION BY
1 10-27-11 PRELIMINARY CONSTRUCTION RJA
2 4-18-12 FINAL CONSTRUCTION RJA
wasNl�c�®�
08
®a�' GISTER��
a
-
SHEET TITLE
ANTENNA CONFIGURATIONS
MANUFACTURER: KMW COMMUNICATIONS
MODEL: AM-X-CD-17-65-OOT-RET
WEIGHT: 59.9 LBS
DIMENSIONS: 96"x11.8"x5.9° DOWNMECHANICAL
FREQUENCY: REFER TO RF DATA SHEET 11.8" BRACKRACK LT 5 g°°
BET
RING COLLAR MOUNT VALMONT PART AT&T GPS ANTENNA
o° o NO. LWRM OR APPROVED EQUIVALENT
0
a 3-1/2" O.D. STD PIPE
o CROSSOVER PLATE VALMONT 1 7/8" O.D. PIPE 11.8"
�
o PART NO. SCX-3-K OR
® oO APPROVED EQUIVALENT
®
0 00
MOUNT TO GPS
®0 0PIPE MOUNT
® ° N
CD
TOP 0)
STAND-OFF ARM VALMONT PART NO. MM01
OR APPROVED EQUIVALENT 11.8"
REMOTE ELECTRICAL
DOWNTILT ACTUATOR,
TYP 0 0)
L6
2" STD PIPE MASTS��
TYP
R
3-1/2"0.D.x4' LONG TYP CONNECTOR, BOTTOM
PIPE �_j -1 1 !7 0
PIPE MOUNT VALMONT PART NO. SP219 NOTES
OR APPROVED EQUIVALENT 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF FRONT SIDE
SOUTHERN SKY AND CONNOT HAVE ANY BLOCKAGES
EXCEEDING 25% OF THE SURFACE AREA OF A RF CONNECTOR, TYP
HEMISPHERE AROUND THE GPS ANTENNA.
2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO REMOTE ELECTRICAL
RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR DOWNTILT ACTUATOR,
(4) SATELLITES. VERIFY WITH HANDHELD GPS TYP
BEFORE FINAL LOCATION OF GPS ANTENNA.
ANTENNA MOUNT DETAIL 7 CAPS MOUNTING DETAIL KMW ANTENNA SPECIFICATIONS
O
NOT TO SCALE NOT TO SCALE 6 NOT TO SCALE
FRONT SOLAR
r
° SHIELD MOUNTING PIPE
00 RRH 70OMHZ O RRH AWS
i USER ALARM AISG (ALD) RRH (BELOW) RAYCAP "SQUID" DC
N CPRI SURGE PROTECTOR
11.0"
®_ o N
_ RRH
- TOP
b� 10.6' o
o07
QUAD MOUNT EXISTING GIgE
N SITEPRO PART #UQB4 MONOPOLE DC ENTRY- �d�
ry o
♦4
1 7/8" O PIPE
N INCLUDED IN
MOUNTING KIT PLAN RAYCAP "SQUID" DC GROUND WALL
(#B1840) SURGE PROTECTOR BOTTOM MOUNTING j
DC CONCUIT BOX
BRACKET of
co RAYCAP "SQUID" DC EXISTING 12.2"
SURGE PROTECTOR MONOPOLE FRONT SOLAR
o
SHIELD MOUNTING N
1 7/8"0 PIPE INCLUDED BRACKETS
0 o MOUNTING KIT (#B1662) (1 OF 2) ISO VIEW MOUNTING BRACKET
BY MANUFACTURER
' - ISO VIEW 18.0"
MOUNT
E
o RRH ® NOTE: NOTE:
SEE 4/RF-2 FOR MOUNTING SEE 4/RF-2 FOR MOUNTING
Q RRH 700MHZ Co FRONT
SEE DETAIL 3 0 ° ° o o NOTE:
THIS SHEET SEE 4/RF-2 FOR MOUNTING
Q
QUAD MOUNT I I MANUFACTURER: ALCATEL-LUCENT MANUFACTURER: ALCATEL-LUCENT
N SITEPRO MODEL: RRH 70OMHZ W/SOLAR SHIELD MODEL: 9442 RRH AWS
PART #UQB4 HEIGHT: 21.0" HEIGHT: 24.4"
RRH AWS WIDTH: 12.2" WIDTH: 10.6"
SEE DETAIL 2 DEPTH: 10.8" DEPTH: 6.7" MANUFACTURER: RAYCAP
�i THIS SHEET TOP RF ANTENNA WEIGHT: 51 LBS I WEIGHT: 43 LBS MODEL: DC6-48-60-18-8F "SQUID"
CONNECTIONS
ELEVATION
N
0_
YCAP SQUID RRH MOUNTING RRH 70OMHZ DETAIL RRH A WS DETAIL2
RAYCAP IDETAIL
3 ALE NOT TO SCALE
o NOT TO SCALE
NOT TO SCALE NOT TO SC
LDCCommercial
Infrastructure
Residential
THE CIVIL ENGINEERING CROUP Telecom
14201 NE 200th St., #100 Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
>� 'www.LDCcorp.com
DATE: #
DRAWN
- CHECKED BY: KJA
-
REVISIONS
REV DATE DESCRIPTION BY
1 10-27-11 PRELIMINARY CONSTRUCTION RJA
2 4-18-12 FINAL CONSTRUCTION RJA
E- VI1,
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0908
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SITE
WA415
TAM MY LANE
SHEET TITLE
RF DETAILS
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22"x34" SCALE: 3/4" = V-0" 11 °'x17'° SCALE: 3/6" = 1'-0"
O CAD WELD (TYP). SEE DETAIL 2/E-2.
EXISTING ANTENNA GROUND BUS BAR NEAR ANTENNAS WITH COAX
OGROUND KIT. SEE DETAIL 6/E-2 FOR GROUND BAR CONSTRUCTION. SEE
DETAIL 5/E-2 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 3/E-2
FOR COAX GROUNDING.
OEXISTING TOWER GROUND BUS BAR AT BASE OF TOWER. SEE DETAIL
6/E-2 FOR GROUND BAR CONSTRUCTION.
O#6 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUS BAR
(TYP OF 3).
O5 EXISTING GROUND FROM ANTENNA GROUND BUS BAR TO TOWER
GROUND BUS BAR (TYP OF (2) PLACES).
O#6 AWG AWS RRH UNIT GROUND TO ANTENNA GROUND BUS BAR
(TYP OF 3).
O#6 AWG 700 RRH UNIT GROUND TO ANTENNA GROUND BUS BAR
(TYP OF 3).
sO #6 AWG RAYCAP SQUID GROUND TO ANTENNA GROUND BUS BAR.
O#6 AWG LTE EQUIPMENT CABINET TO TIE INTO EXISTING SYSTEM
GROUND RING.
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
MANUFACTURER'S PRACTICES FOR GROUNDING REQUIREMENTS. GROUND
COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S
PRACTICES.
3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE
COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED
WIRE ABOVE GROUND.
4. CONTRACTOR TO VERIFY AND TEXT GROUND SOURCE, GROUNDING AND
OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T, LLC
REPRESENTATIVE.
5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL
PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING
STANDARDS.
6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING
SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T, LLC
REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM.
PHOTO DOCUMENT ALL CALDWELDS AND GROUND RINGS.
7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES
INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS.
GROUNDING LEGEND
DATE: 10-27-11
GROUND BAR
DRAWN BY: RMD
O GROUND INSPECTION WELL CHECKED BY: RJA
® COPPER GROUND ROD
® CADWELD CONNECTION REVISIONS
REV DATE DESCRIPTION BY
® SIDE SPLICE CADWELD 1 10-27-11 PRELIMINARY IMINARYCONSTRUCTION RJA
2 4-18-12 FINAL CONSTRUCTION RJA
FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM
Mw ff"I& C Commercial
Infrastructure
Residential
-HE CIVIL ENGINEERING GROUP Telecom
14201 NE 200th St #100 Ph 425.806.1869
Noodmvllle WA 98072 Fx 425 482 2893
e www.LDCcorp.com �� � �_-..,.,
GROUNDING ROD NOTES (WHERE APPLICABLE1
1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING
ONCE THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED
1 INDIVIDUAL, UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD
PERFORM THE TEST. THE REPORT WILL SHOW THE LOCATION OF THE
TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG THE TESTING
` LINE, GRAPHED OUT TO SHOW THE PLATEAU.
2. POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED AS
ALTERNATIVES TO THE AFORE MENTIONED GROUND TESTS. TEST SHALL
BE PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C
SYSTEM GRIDS AND EXISTING COMMUNICATIONS FACILITY.
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 AT&T, LLC. SERVICES ARE STRICTLY PROHIBITED.
1
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NEW COAXIAL GROUND KITS W/LONG BARREL
COMPRESSION DOUBLE LUGS, ATTACH TO
GROUND BAR & INSTALL BY ANTENNA #6 AWG FROM ANTENNA
CONTRACTOR (CADWELD TYPE-GL) CABLE GROUND KIT
COPPER GROUND BAR ON (TYPICALLY
NEW 4"x24"x1/4 THK COPPER GROUND BAR. WALL, ICE BRIDGE, FLOOR 12" TO 24"
GROUND ISOLATOR (TYP INSTALLED BY GENERAL CONTRACTOR OR ON ANTENNA TOWER ANTENNA CABLE 2 1/2" 0 120" MAX
AT EACH GROUND BAR) Q Q r-1 '1� r%, MAx
0000 COD 0 0 _
O O O O O O O O O O O O O O O 00
Q 000 000 Q 00 e
0 0 0 0 Q 0 WEATHERPROOFING
0 0 0 0 0 0 0 0 0 0 0 KIT (SEE NOTE 3) CABLE
800 0 0 0 0 O O O O O O O O Q CABLE GROUND KIT CONNECTOR
#6 AWG STRANDED COPPER
GROUND WIRE (GROUNDED TO
1-011 Q GROUND BAR). SEE NOTE 1 AND 2
10. 26" MGB OR 6" ANTENNA MGB
FIELD VERIFY *TWO HOLE LUG, OR EXOTHERMIC
WELD TO BE USED WITH #2 AWG GROUND CONDUCTOR SHALL BE
_ BCW TO BUILDING SERVICE ELIMINATED WHEN GROUND BAR IS
® = GROUND OR GROUND RING ELECTRICALLY BONDED TO METAL
TOWER/MONOPOLE STRUCTURE
#2 SOLID BARE TINNED COPPER
WIRE CADWELD (TYPE-GL)
NOTES
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND
ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR.
2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS
NOTE NOTE SUPPLIED OR RECOMMENDED BY CABLE
MANUFACTURER.
COAT ALL MECHANICAL CONNECTIONS GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT,
WITH "NOOX" OR APPROVED EQUAL SHALL ONLY USE EXOTHERMIC WELDS. COLD SHRINK SHALL NOT BE USED.
GROUND BAR GROUND WIRE INSTALLATION CABLE GROUND KIT CONNECTION
6 NOT TO SCALE 5 NOT TO SCALE
NOT TO SCALE
TO ANTENNAS
0
COAX JUMPER (TYP)
WEATHERPROOFING KIT (TYP) TYPE TA TYPE VN TYPE NC TYPE SS
GROUND KIT (TYP)
SEE DETAIL 4/E-2
CONNECTOR
WEATHERPROOFING
KIT (TYP) SEE NOTE 2 #6 AWG ~
ISOLATE FROM TOWER HALO W/ TYPE VV TYPE VS TYPE VB TYPE PT
#2 TO LOWER TOWER BUS BAR
ANTENNA CABLE TO
BTS EQUIPMENT (TYP) `~
TO GROUND RING
TYPE GT TYPE GY TYPE GR TYPE GL
COPPER ANTENNA GROUND
NOTES BAR, WITH INSULATORS.
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND BONDED DIRECTLY TO TOP OF
ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA MONOPOLE OR UTILITY POLE.
GROUND BAR.
2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT.
COLD SHRINK SHALL NOT BE USED.
GROUND CABLE CONNECTION CADWELD GROUNDING CONNECTIONS
3
NOT TO SCALE TO NOT SCALE N NOT TO SCALE
4
Appoftf Commercial
Infrastructure
Residential
THE CIVIL ENGINEERING GROUP Telecom
14201 NE 200th St., #100H� NY Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
�. www.LDCoorp.com
DATE: 10-27-11
DRAWN BY: RMD
CHECKED BY: 1
REVISIONS
REV DATE DESCRIPTION BY
1 10-27-11 PRELIMINARY CONSTRUCTION RJA
2 4-18-12 FINAL CONSTRUCTION RJA
40908
>ISTY
a
GROUNDINGSHEET TITLE