11-104692VICINITY MAP
DRIVING DIRECTIONS
Your world. Delivered.
ENCHANTED PARKWAY
1741 S 356TH STREET
FEDERAL WAY, WA 98003
KING COUNTY
GENERAL LOCATION MAP
WA1 09
CROWN CASTLE #880306
FROM AT&T MOBILITY IN REDMOND:
TAKE RAMP ONTO WA-520 WEST TOWARDS SEATTLE. TAKE THE 1-405 SOUTH EXIT TOWARDS RENTON, 1-405 SOUTH BECOMES WA-518 WEST. TAKE THE 1-5
SOUTH EXIT TOWARDS PORTLAND. TAKE EXIT #142B ONTO WA-18 WEST TOWARDS PUYALLUP, TURN LEFT ON ENCHANTED PKWY S. TURN LEFT ON S
356th ST. ARRIVE AT 1741 S 356th ST ON THE RIGHT SIDE.
APPROVAL / SIGN OFF OF DRAWINGS
CONSULTANT GROUP SIGN OFF
DATE
INITIAL AND PRINT NAME
AT&T SIGN OFF
DATE
INITIAL AND PRINT NAME
LANDLORD'S REPRESENTATIVE
RF ENGINEER
CONSTRUCTION COORDINATOR
INTERCONNECT
PROJECT MANAGER
OPERATIONS
SITE ACQUISITION
COMPLIANCE
ZONING
CONSTRUCTION MANAGER
CONSTRUCTION MANAGER
PROJECT MANAGER
REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO
EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED
Technologiv
IF
PROJECT INFORMATION
APPLICANT:
AT&T MOBILITY CORPORATION
16221 NE 72nd WAY, RTC 3
P.O. BOX 97061
REDMOND, WA 98052
PROJECT ENGINEER:
CORNERSTONE ENGINEERING, INC.
16928 WOODINVILLE-REDMOND RD N.E. SUITE 210
WOODINVILLE, WA 98072
MARK W OLSON, P.E.
PH: (425) 487-1732
FAX: (425) 487-1734
PROJECT CONSULTANTS:
GOODMAN NETWORKS
8815 122ND AVE. NE
KIRKLAND, WA 98033
CODE INFORMATION:
ZONING CLASSIFICATION: CE
BUILDING CODE: IBC 2009
CONSTRUCTION TYPE: TELECOMMUNICATIONS
OCCUPANCY: UNOCCUPIED
JURISDICTION: CITY OF FEDERAL WAY
PROPOSED BUILDING USE: TELECOMM
SITE LOCATION: (BASED ON NAD 83)
LATITUDE: 47° 16' 57.1" N (47.28252)
LONGITUDE: 122° 18' 39.8" W (122.31105)
TOP OF STRUCTURE: ±148'-0" AGL (TOWER)
BASE OF STRUCTURE: 0'-0" AMSL (ASSUMED)
PROJECT AREA:
±192 SQ. FT. (EQUIPMENT SHELTER)
PROPERTY OWNER:
RUSS LLOYD
1741 S 356TH STREET
FEDERAL WAY, WA 98003
TOWER OWNER:
CROWN CASTLE
8547 154TH AVE NE
REDMOND, WA 98052
PROJECT MANAGER:
CHARLES COOK
(972) 679-9184
ccook@goodmannetworks.com
CONSTRUCTION MANAGER:
TRASK SIMONET
(214) 843-4540
g tsimonet@goodmannetworks.com
SITE ACQUISITION:
JANELLE RENNER
(360) 600-6799
janelle.renner@gmail.com
LAND USE:
JEFF SMITH
(208) 255-9905
jssmithconsulting@gmail.com
RF ENGINEER:
AMY WANG
(214) 310-8599
awang@goodmannetworks.com
PARCEL NUMBER:
2821049178
AREA OF PARCEL:
57,055 SQ. FT.
(1.31 ACRES)
NEW IMPERVIOUS AREA:
GENERAL INFORMATION: 0 SQ. FT.
1. PARKING REQUIREMENTS ARE UNCHANGED. (NON ASSIGNED TECH PARKING)
2. TRAFFIC IS UNAFFECTED.
3. NO SIGNAGE IS PROPOSED.
PROJECT DESCRIPTION:
THIS PROPOSAL IS FOR THE MODIFICATION OF AN EXISTING UNMANNED
TELECOMMUNICATIONS FACILITY, CONSISTING OF THE RELOCATION OF (3) EXISTING PANEL
ANTENNAS; THE ADDITION OF (3) NEW PANEL ANTENNAS, (6) REMOTE RADIO HEADS (RRH)
AND (1) SURGE SUPPRESSION DISTRIBUTION UNIT NEAR ANTENNAS ON AN EXISTING
TOWER; ADD A DC CONVERTER, RAYCAP SURGE SUPPRESSOR AND EXCESS CABLE TRAY
INSIDE AN EXISTING ARGUS TE43 CABINET AND 9926 BBU EQUIPMENT WITHIN A PURCELL
FLX16WS LOCATED ON AN EXISTING CONCRETE SLAB WITHIN AN EXISTING EQUIPMENT
SHELTER; ALSO ADD A NEW LTE GPS ANTENNA TO AN EXISTING ICE BRIDGE POST.
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
WIRELESS, LLC. SERVICES IS STRICTLY PROHIBITED.
DRAWING INDEX
DWG.
NO.
DESCRIPTION
T-1
TITLE SHEET
G-1
GENERAL NOTES
A-1
SITE PLAN
A-1.1
EXISTING & PROPOSED ENLARGED SITE PLANS
A-1.2
EXISTING & PROPOSED SHELTER PLANS
A-2
EXISTING & PROPOSED EAST ELEVATIONS
A-3
DETAIL SHEET
A-3.1
DETAIL SHEET
RF-1
EXISTING & PROPOSED ANTENNA PLANS
E-1
SCHEMATIC GROUNDING PLAN
E-2
GROUNDING DETAILS
LEGAL DESCRIPTION
282104 178 BEG NXN N LN SW 1/4 OF NW 1/4 & ELY MGN ST HWY
5D TH E 275 FT TO PT A TH E 201.31 FT TH S 00-09-00 W 255 FT
TH S 89-36-00 W 201 FT TO PT S 00-24-00 E FIR PT A TH N
00-24-00 W 225 FT TO PT 30 FT S FIR PT A TH S 89-36-00 W TO
ELY MGN ST HWY TH NLY ALG SD ELY MGN TO TPOB - LESS
POR AS PER SC 96-2-08664-9KNT
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IQGoodmanNetworks
r PLANS PREPARED BY:
4 cal COFtNeF s'l ONE
ENGINEERING, INC. 1
16928 WOODINVILLE-REDMOND RD NE, SUITE 210
WOODINVILLE, WA 98072
PHONE:425.487.1732 FAX:425.487.1734
EMAIL: cei@cornerstone-engr.com
WWW.CORNERSTONE-ENGR.COM
= PROJECT INFO:
WA109
ENCHANTED PARKWAY
1741 S 356TH STREET
FEDERAL WAY, WA 98003
KING COUNTY
r ISSUED FOR:
L— REV:: ATE: = ISSUED FOR: RV. — I
Q11-02-11
CONSTRUCTION
Q10-11-11
CLIENT REVIEW
`DRAWN BY:=CHK.:-APV.:
DMO BMH -T JDG
CURRENT ISSUE DATE:
11-11-11
I IC`CAICI IOC.
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1" "• 11 1 V 11
� 1 V' \1 Y In I I V I Y.
�' DRAWING TITLE:
TITLE SHEET
4r,-WING NUMBER:
T�l
0
CEI JOB NUMBER: 11-69097
t,10 v 2 2 2011
CITY Of FEDJ1R,AL WAy
ODS
GENERAL NOTES:
1. 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 Q Q REMENTS
DEEMED NECESSARY TO COMPLETE PROJECT AS DESCRIBED IN THE DRAWINGS AND
OWNER'S PROJECT MANUAL.
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 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. 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.
4. 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.
5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO
MANUFACTURER'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR
WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE.
6. 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.
7. 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.
8. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE
NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE.
9. 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.
10. 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.
11. 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.
12. 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.
13, 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.
14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO
AVOID DISTURBING NORMAL BUSINESS.
15. THE CONTRACTOR SHALL PROVIDE AT&T WIRELESS, LLC. PROPER INSURANCE
CERTIFICATES NAMING AT&T WIRELESS, LLC. AS ADDITIONAL INSURED, AND AT&T
WIRELESS, LLC. PROOF OF LICENSE(S) AND PE & PD INSURANCE.
16. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL
INSPECTIONS.
17. 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. DIAL 811
18. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND
SUBMIT TO AT&T WIRELESS, LLC. ALONG WITH REDLINED CONSTRUCTION SET.
19. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP
(REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED
SET TO AT&T WIRELESS, LLC. UPON COMPLETION.
20. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR
PARTICIPATION IN BID WALK.
21, 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.
22, ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY
AT&T CONSTRUCTION MANAGER.
23. 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.
24. 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 PHOTO SIMULATIONS ARE PROVIDED,
THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS
INDICATED IN PHOTO SIMULATIONS. SHOP DRAWINGS SHALL BE PROVIDED TO THE
GENERAL CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO
FABRICATION AND CONSTRUCTION.
GENERAL NOTES (CONT'D):
25. 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.
26. 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 AT&T PROJECTS. RECOMMENDED MANUFACTURE
SHALL BE: PANDUIT CORP. METAL LOCKING TIES MODEL NO. MLT4S-CP UNDER SERIES-304 (OR
EQUAL). PANDUIT PRODUCT DISTRIBUTED BY TRIARC OF TACOMA, WA.
DESIGN CRITERIA:
1. THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE
INTERNATIONAL BUILDING CODE 2009 WITH WASHINGTON STATE BUILDING CODE
AMENDMENTS (IBC 2009)
2. DESIGN LOADS:
DESIGN DATA FOR CITY OF FEDERAL WAY, WA:
-ROOF SNOW LOAD 25 psf
-BASIC WIND SPEED 85 MPH (3 SEC GUST)
-WIND EXPOSURE B
CONCRETE NOTES:
1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318.
2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE
WITH CHAPTER 19 OF THE IBC 2009. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL
BE AS FOLLOWS.
TYPE OF CONSTRUCTION
28 DAY STRENGTHS
W/C
MINIMUM CEMENT
(fc)
RATIO
CONTENT
A. SLABS ON GRADE
PER CUBIC YARD
TOPPING SLABS
CONCRETE PIERS
3,000 PSI
.45
5 1/2 SACKS
B. ALL STRUCTURAL CONCRETE
4,000 PSI
.45
6 1/2 SACKS
EXCEPT WALLS
C. CONCRETE WALLS
4,000 PSI
.45
6 1/2 SACKS
CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O.
3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE
METHODS AND PROCEDURES OF CONCRETE PLACEMENT.
4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE
AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494,
C618, C989 AND C1017. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE
1904.2.1 OF THE IBC 2009.
5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1),
GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE
DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60 REINFORCING BARS INDICATED
ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING
COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY
REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN
A.W.S. D14 ARE SUBMITTED.
6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN
ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST
30 BAR DIAMETERS OR A MINIMUM OF 2'-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 311
- FORMED SURFACES EXPOSED
TO EARTH OR WEATHER (#6 BARS OR LARGER) 2"
(#5 BARS OR 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 HILT[ BRAND. ADHESIVE ANCHORS REQUIRE TESTING
TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER.
STRUCTURAL STEEL NOTES:
1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT
FOR REVIEW PRIOR TO FABRICATION.
2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION O ( INCLUDING FIELD WELDING,
HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION
ANCHORS) SHALL BE BASED ON THE A.I.S.I. "SPECIFICATION FOR THE DESIGN,
FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION.
SUPERVISION SHALL BE IN ACCORDANCE WITH IBC 2009 CHAPTER 22, BY A QUALIFIED
TESTING AGENCY DESIGNATED BY THE CONSULTANT. THE CONSULTANT SHALL BE
FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS.
3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
TYPE OF MEMBER
A. WIDE FLANGE SHAPE ASTM A992, Fy 50 KSI
B. OTHER SHAPE, PLATES AND ROD ASTM A36, Fy 36 KSI
C. PIPE COLUMNS ASTM A53, Fy 35 KSI
D. STRUCTURAL TUBING ASTM A500, Fy 46 KSI
E. ANCHOR BOLTS ASTM A307
F. CONNECTION BOLTS ASTM A325
4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M-00.
5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.I. AND AWS STANDARDS AND SHALL
BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY
PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. WELDING OF GRADE 60
REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN
ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE
PERFORMED USING E70 XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN
REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL
REQUIREMENTS OF WELDED BARS.
6. COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE
SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL
COLD -FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.I. "SPECIFICATION FOR THE
DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS."
7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA.) AND SHALL
HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE.
8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A307
BOLTS UNLESS NOTED OTHERWISE.
9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN &
CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED
OTHERWISE.
10. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE.
11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH
PAINT) OR APPROVED EQUAL.
TOWER/POLE NOTES:
1. VERIFICATION THAT THE PROPOSED 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'/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
SYMBOLS AND ABBREVIATIONS
A/C
AIR CONDITIONING
LBS
AGL
ABOVE GRADE LEVEL
MAX
APPROX
APPROXIMATELY
MECH
MTL
BLDG
BUILDING
MFR
BLK
BLOCKING
MGR
MIN
CLG
CEILING
MISC
CLR
CLEAR
CONIC
CONCRETE
NA
CONST
CONSTRUCTION
NIC
CONT
CONTINUOUS
NS
NTS
DBL
DOUBLE
DIA
DIAMETER
OC
DIAG
DIAGONAL
OD
DN
DOWN
DIET
DETAIL
PLYWD
DWG
DRAWING
PROJ
PROP
EA
EACH
PT
EL
ELEVATION
REQ
ELEC
ELECTRICAL
RM
EQ
EQUAL
RO
EQUIP
EQUIPMENT
EXT
EXTERIOR
SHT
SIM
FIN
FINISH
SPEC
FLUOR
FLUORESCENT
SF
FLR
FLOOR
SS
FS
FAR SIDE
STL
FT
FOOT
STRUCT
STD
GA
GAUGE
SUSP
GALV
GALVANIZED
GC
GENERAL CONTRACTOR
THRU
GRND
GROUND
TNNG
GYP BD
GYPSUM WALL BOARD
TYP
HORZ
HORIZONTAL
LINO
HR
HOUR
HT
HEIGHT
HVAC
HEATING
VERT
VENTILATION
VIF
AIR CONDITIONING
W/
ID
INSIDE DIAMETER
W/O
IN
INCH
WP
INFO
INFORMATION
INSUL
INSULATION
INT
INTERIOR
IBC
INTERNATIONAL
BUILDING CODE
POUNDS
MAXIMUM
MECHANICAL
METAL
MANUFACTURE
MANAGER
MINIMUM
MISCELLANEOUS
NOT APPLICABLE
NOT IN CONTRACT
NEAR SIDE
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
PLYWOOD
PROJECT
PROPERTY
PRESSURE TREATED
REQUIRED
ROOM
ROUGH OPENING
SHEET
SIMILAR
SPECIFICATION
SQUARE FOOT
STAINLESS STEEL
STEEL
STRUCTURAL
STUD
SUSPENDED
THROUGH
TINNED
TYPICAL
UNLESS NOTED
OTHERWISE
VERTICAL
VERIFY IN FIELD
WITH
WITHOUT
WATER PROOF
T T
TELEPHONE
P P
POWER
- - - - - - - - - - -
GROUND WIRE
COAX COAX
COAXIAL CABLE
ANTENNA
CENTERLINE
(E)
EXISTING
x
DETAIL NUMBER
X-x
SHEET NUMBER
SPECIAL INSPECTIONS:
SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 2009 SECTION 1704.
SOILS/GEOTECHNICAL:
❑SHORING INSTALLATION AND MONITORING
❑OBSERVE AND MONITOR EXCAVATION
❑VERIFY SOIL BEARING psf BEARING
❑SUBSURFACE DRAINAGE PLACEMENT
❑VERIFY FILL MATERIAL AND COMPACTION
El VERIFY CONDITIONS AS ANTICIPATED
❑PILE PLACEMENT (AUGER CAST/DRIVEN PILE)
❑OTHER
REINFORCED CONCRETE:
❑REINFORCING STEEL AND CONCRETE PLACEMENT
❑PRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION
❑BATCH PLANT INSPECTION
❑SHOTCRETE
❑GROUTING
❑OTHER
STRUCTURALSTEEL:
❑FABRICATION AND SHOP WELDS
❑ERECTION AND FIELD WELDS AND BOLTING
❑OTHER
STRUCTURAL ALUMINUM:
❑FABRICATION AND SHOP WELDS
❑ERECTION AND FIELD WELDS AND BOLTING
❑OTHER
STRUCTURAL MASONRY:
❑CONTINUOUS
❑PERIODIC
El
OTHER:
ANCHORING TO CONCRETE:
❑BOLTS INSTALLED IN CONCRETE
❑ POST- INSTALLATION ADHESIVE ANCHORS
BPOST- INSTALLATION MECHANICAL ANCHORS
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L PLANS PREPARED BY: _
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16928 WOODINVILLE-REDMOND RD NE, SUITE 210
WOODINVILLE, WA 98072
PHONE:425.487.1732 FAX:425.487.1734
EMAIL: cei@cornerstone-engr.com
WWW.CORNERSTONE-ENGR.COM
:PROJECT INFO:
WA109
ENCHANTED PARKWAY
1741 S 356TH STREET
FEDERAL WAY, WA 98003
KING COUNTY
L ISSUED FOR:
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PLANS PREPARED BY:
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ENGINEERIN16928 WOODINVILLE-REDMOND RD NE, SUITE 210
WOODINVILLE, WA 98072
PHONE:425.487.1732 FAX:425.487.1734
EMAIL: cei@comerstone-engr.com
WWW.CORNERSTONE-ENGR.COM
PROJECT INFO:
WA109
ENCHANTED PARKWAY
1741 S 356TH STREET
FEDERAL WAY, WA 98003
KING COUNTY
ISSUED FOR:
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REV:: ATE: =ISSUED FOR: _ RVI
Qp
11-02-11
CONSTRUCTION
Q10-11-11
CLIENT REVIEW
DRAWN BY: —CHK.: APV.:
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CURRENT ISSUE DATE:
11-11-11
DRAWING INFORMATION:
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY
ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS
DRAWING ARE SUPERSEDED BY THE LATEST REVISION.
THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS
IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS
STRICTLY PROHIBITED.
DRAWING TITLE:
SITE PLAN
MAnnir_ nr1 1nADE=D-
CEI JOB NUMBER: 11-69097
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` PLANS PREPARED BY:
4 &C0FRNEF s'1GONE
16928 WOODINVILLE-REDMOND RD NE, SUITE 210
WOODINVILLE, WA 98072
PHONE:425.487.1732 FAX:425.487.1734
EMAIL: cei@cornerstone-engr.com
WWW.CORNERSTONE-ENGR.COM
PROJECT INFO:
WA109
ENCHANTED PARKWAY
1741 S 356TH STREET
FEDERAL WAY, WA 98003
KING COUNTY
ISSUED FOR:
REV: = DATE: = ISSUED FOR- RV. --I
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10-11-11
CLIENT REVIEW
O } O i ? DRAWN BY: =CHK.: APV.:
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DRAWING ARE SUPERSEDED BY THE LATEST REVISION.
THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS
IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE
(E) SERVICE METER, TYP (E) SERVICE METER, TYP OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS
STRICTLY PROHIBITED.
DRAWING TITLE:
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(E) 16'-2"x13'-2" WOOD (E) 16'-2"x13'-2" WOOD
EQUIPMENT SHELTER EQUIPMENT SHELTER
(E) INTERIOR ICE BRIDGE (E) INTERIOR ICE BRIDGE
PROPOSED (2) 48V DC (RUNS THROUGH THE SHELTER) (RUNS THROUGH THE SHELTER)
POWER TRUNK CABLES
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16928 WOODINVILLE-REDMOND RD NE, SUITE 210
WOODINVILLE, WA 98072
PHONE:425.487.1732 FAX:425.487.1734
EMAIL: cei@cornerstone-engr.com
WWW.CORNERSTONE-ENGR.COM
PROJECT INFO:
WA109
ENCHANTED PARKWAY
1741 S 356TH STREET
FEDERAL WAY, WA 98003
KING COUNTY
(E) ACCESS PANEL ISSUED FOR:
(E) MICRIN GENERATOR CONSTRUCTION
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(E) F-FRAME W/
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All-02-11
CONSTRUCTION
Q10-11-11
1
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DRAWN BY: —CHK.: APV.:
DMO BMH JDG
rCURRENT ISSUE DATE:
1 '
LICENSURE:
(E) ACCESS PANEL (E) CONCRETE FLOOR (E) ACCESS PANEL (E) CONCRETE FLOOR
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148'-0" AGL 148'-0" AGL
±147'-7" AGL 147'-7" AGL - - -
(E) RELOCATED AT&T PANEL ANTENNA
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PROPOSED AT&T 2100MHz RRH F/
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r PLANS PREPARED BY: _
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COr'RNEFt511'ONE
ENGINEERING, INC.
16928 WOODINVILLE-REDMOND RD NE, SUITE 210
WOODINVILLE, WA 98072
PHONE:425.487.1732 FAX:425.487.1734
EMAIL: cei@comerstone-engr.com
WWW.CORNERSTONE-ENGR.COM
PROJECT INFO:
WA109
ENCHANTED PARKWAY
1741 S 356TH STREET
FEDERAL WAY, WA 98003
KING COUNTY
ISSUED FOR:
x x
CONSTRUCTION
PROPOSED FIBER TRUNK CABLE H -
FROM PURCELL FLX16WS CABINET TO ^ REV: = DATE: = ISSUED FOR: _ Rv.
SURGE SUPPRESSION DISTRIBUTION
UNIT ROUTED ON (E) TOWER LEG
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CABLE FROM (E) TE43 TO SURGE
SUPPRESSION DISTRIBUTION UNIT
ROUTED ON (E) TOWER LEG
(E) COAX ROUTED ON (E) COAX ROUTED ON Nx/
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x x
All-02-11
CONSTRUCTION
A10-11-11
CLIENT REVIEW
DRAWN BY:=CHK.:_APV.:
v
DMO BMH JDG
x x
CURRENT ISSUE DATE:
11-11-11
LICENSURE:
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x PROPOSED AT&T LTE GPS ANTENNA A-3 x
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WIDTH: 17.24"; 19"/23" RACK MOUNTS
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NOTES: WEIGHT: 45 LBS
1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY FRONT
AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE CONVERTER SHELF
SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. (SPACE FOR UP TO 4
CONVERTER POSITIONS)
2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR
SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH
HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA.
NOT USED NOT USED 11 LTE GPS ANTENNA DC -DC CONVERTER
12 10 9
22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: 1" = 1'-0" 11x17 SCALE: 1/2" = 1'-0" 22x34 SCALE: 1 1/2" = 1'-0" 11x17 SCALE: 3/4" = 1'-0"
°
FRONT SOLAR 12 19/32"
°
SHIELD
. . . . . .
°
REMOVABLE ° _ RRH
COVER e I00�0�RE I ! - N
° ° s M
° _
° ° ° C7 0 0
o e N
0 Lo ° 0 e o 0
o r- W ° ° ° LO
0 0 ® Cfl
p O �
0 — — — — — — — — O �
O M
o O O � TOP
11 -711 O co
N °
O
O
° a TOP O
1 -4 13/16
O
REMOVABLE 19 e
RACK EAR, TYP
° ° MANUFACTURER: ALCATEL-LUCENT TOP O
STANDARD 19" 1'-7" MODEL: 9926 BBU
EQUIPMENT RACK HEIGHT: 19"
° WIDTH: 3.469"; 2U (Rack Units)
MANUFACTURER: ALCATEL-LUCENT ISO VIEW
MANUFACTURER: ROSENBERGER 0 ° N DEPTH: 11.81" 1'-4 13/16"
MODEL: DCx-48-60-RM
0
® WEIGHT: 26 LBS HEIGHT: 3.469"; 2U (RACK UNITS) MANUFACTURER: ALCATEL-LUCENT
MODEL: FB-15-ABOX CEQ 10505
EXCESS FIBER CABLE ENCLOSURE
FRONT
0
0
0
N
MODEL: 9442 RRH 700MHz
IMENSIONS: 17"W X 1-3/4"H 1 U X 12"D
o
DEPTH: 20.1"
HEIGHT: 28.8"
CAPACITY: 20m (65'±) OF 10MM CABLE
-- I VVCIVn 1 : ZO U50 I
FRONT
WIDTH: 12.6"
DEPTH: 5.7"
WEIGHT: 44 LBS
EXCESS CABLE ENCLOSURE
8
BBU DETAIL
7
RAYCAP SURGE SUPPRESSOR
6
700MHz RRH
5
22x34 SCALE: 1 1/2" = 1'-011
11x17 SCALE: 3/4" = 1'-0"
22x34 SCALE: 1 1/211= 1'-011
11x17 SCALE: 3/4" = 1'-0"
22x34 SCALE: NTS
11x17 SCALE: NTS
22x34 SCALE: 1" = 1'-0"
11x17 SCALE: 1/2" = 1'-0"
° NO M
d of
• N
° (.0
10 5/8" TOP o
m
�
MOUNTING
PIPE
11"
RAYCAP "SQUID"
SURGE SUPPRESSION
DISTRIBUTION UNIT
M NOTE:
TO BE INSTALLED WITHIN 6
FEET OF RADIO UNIT
11 7/8" 5 7/8"
0
0
0
0
a
0
/�-- o/
/ftogg
/ 1,.
at&t
Your world. Delivered.
r 1 1 r1iN4 i J
GoodmanNetworks
r, PLANS PREPARED BY:
4 &COFtNeFRsirONEGENGI
16928 WOODINVILLE-REDMOND RD NE, SUITE 210
WOODINVILLE, WA 98072
PHONE:425.487.1732 FAX:425.487.1734
EMAIL: cei@cornerstone-engr.com
WWW.CORNERSTONE-ENGR.COM
PROJECT INFO:
WA109
ENCHANTED PARKWAY
1741 S 356TH STREET
FEDERAL WAY, WA 98003
KING COUNTY
r ISSUED FOR:
L_ REV:: ATE: = ISSUED FOR: - Rv• J
Q11-02-11
CONSTRUCTION
Q10-11-11
CLIENT REVIEW
DRAWN BY: _ CHK.: APV.:
DMO BMH JDG
CURRENT ISSUE DATE:
11-11-11
LICENSURE:
- DRAWING INFORMATION:
0
bo
• I MOUNTING BRACKET BY
ISO VIEW
MANUFACTURER
1'-6 3/8"
Tnm MANUFACTURER: ALCATEL-LUCENT MOUNT
MODEL: 9442 RRH AWS 2100MHz
FRONT VIEW SIDE VIEW BACK VIEW
HEIGHT: 24.4" MANUFACTURER: RAYCAP -
FRONT ELEVATION MODEL: DC6-48-60-18-8F "SQUID" 00
WIDTH: 10.6"
DEPTH: 6.7" ull KMW MODEL (96"):
WEIGHT: 43 LBS
TOP VIEW AM-X-CD-17-65-OOT-RET
2100MHz RRH SURGE SUPPRESSION UNIT 3 NOT USED LTE ANTENNA DETAIL
4 2 1
22x34 SCALE: 1 1/2" = 1'-0" 11x17 SCALE: 3/4" = 1'-011 22x34 SCALE: 1" = 1'-01, 11x17 SCALE: 1/2" = 1'-0" 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: 1/2" = 1'-0" 11x17 SCALE: 1/4" = 1'-011
—�I
1
DRAWING TITLE: 1
L nQA\A/lair`_ A11 1BAQC0• 1
A�3
0
CEI JOB NUMBER: 11-69097
NOT USED
22x34 SCALE: NTS
11x17 SCALE: NTS
MANUFACTURER:ARGUS
MODEL: TE43
HEIGHT: 84"
WIDTH: 30"
DEPTH: 30"
WEIGHT: 1600 LBS
EMPTY
DC/DC CONVERT
RAYCAP SURGE
FIBER ENCLOSURE11
H VAC UN
HVAC CO
ALARM
INTERFA(
CONNEC-
H I -LOW TI
ALARMS
GFCI OUT
INTERNAL
GROUND
GROUND VVif\C � I
TE43 CABINET DETAIL
22x34 SCALE: NTS I 11x17 SCALE: NTS
NOT USED NOT USED
10 9
22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS I 11x17 SCALE: NTS
EQUIPMENT
CABINET BASE
11 TOP OF
CONCRETE —
NOT USED
22x34 SCALE: NTS 11x17 SCALE: NTS
PLINTH SPECS
MANUFACTURER
PURCELL
MODEL
2000001397
HEIGHT
1411
DEPTH
1911
WIDTH
2411
0 0
0 0
19.001,
0 00 0
O
r
3 PLINTH DETAIL
22x34 SCALE: 1" = 1'-0"
11x17 SCALE: 1/2" = 1'-011
O
0
N
CONCRETE SLAB
HILTI HSLB-M12/25 (1/2"0) W/
TORQUE CAP OR APPROVED
EQUAL. (INSTALL PER
MANUFACTURER'S
RECOMMENDATIONS)
� a
a
a
F< W
CV m
Z
w
M Z
1
O
z
6 ANCHORAGE DETAIL
22x34 SCALE: NTS 11x17 SCALE: NTS
EQUIPMENT CABINET DIMENSIONS
MANUFACTURER
PURCELL
MODEL
FLX16WS
HEIGHT
3011
DEPTH
20"
WIDTH
25"
0
0
LO
N
FLX16WS 7
W/ BBU (�
A-3
20.00"
INTERNAL PLAN
BUSS BAR 17 1
0 0
0 ao 0°
O°
.0
CABINET O 0
GROUND o �°
WIRE STUDS M 0000
® 00 O
_j
O 0 0 0 PLINTH ?
d'
FRONT SIDE
2 PURCELL FLX16WS CABINET
1
22x34 SCALE: 3/411 = 11 -011 11 x17 SCALE: 3/8" = 1'-011
at&t
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Lm PYm r1 Irr%T /%nA Ir%1 11 TA w 1T4-\
r1 Ix%.JL.VI VVIVVVLi/-%141Q
IQGoodmanNetworks
PLANS PREPARED BY:
4 cal COFtNEF si ONE
ENGINEERING, INC. 1
16928 WOOD INVILLE-REDMOND RD NE, SUITE 210
WOODINVILLE, WA 98072
PHONE:425.487.1732 FAX:425.487.1734
EMAIL: cei@cornerstone-engr.com
WWW.CORNERSTONE-ENGR.COM
EJECT INFO;
WA109
ENCHANTED PARKWAY
1741 S 356TH STREET
FEDERAL WAY, WA 98003
KING COUNTY
r ISSUED FOR:
r_ REV: = DATE: = ISSUED FOR: BY: J
All-02-11
CONSTRUCTION
Q10-11-11
CLIENT REVIEW
`-DRAWN BY: —CHK.: APV.:
DMO BMH JDG
CURRENT ISSUE DATE:
11-11-11
DRAWING INFORMATION:
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY
ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS
DRAWING ARE SUPERSEDED BY THE LATEST REVISION.
THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS
IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS
STRICTLY PROHIBITED.
DRAWING TITLE:
DETAIL SHEET
- r)DAXA U-2 Nil IRADEo.
A�301
CEI JOB NUMBER: 11-69097
APPURTENANCES
ITEM
NEW
EXISTING
REMAIN
REPLACE
TOTAL
ANTENNA
3
9
9
0
12
TMA
0
9
9
0
9
RET
YES
YES
-
-
-
700MHz RRH
3
0
0
0
3
2100MHz RRH
3
0
0
0
3
SCHEDULES
22x34 SCALE: NTS 11x17 SCALE: NTS
PROPOSED A'
2100MHz RRH
PROPOSED A-
LTE ANTENNA
I SECTOR "Z"
LTE
(E) ANTENN)
TO REMAIN
J'A
SECTOR "Z"
L_ r V_ r11r I ".111111r% Lr000� LTE
SECTOR "Y"
RF DATA SHEET
SECTOR
QTY
ANTENNA RAD
CENTER
AZIMUTH
ANTENNA
LTE X
1
125'-0" AGL
900
SEE DETAIL 1/A-3
LTE Y
1
125'-0" AGL
2200
SEE DETAIL 1/A-3
LTE Z
1
125'-0" AGL
3150
SEE DETAIL 1/A-3
9��2fG SECTOR "Z"
041
(E) ANTE
TO REM/
900
%T (E) ANTENNA
BE REMOVE[
RELOCATED
!kT
YP OF 3)
)WER
,TYP
:) ANTENNA
0 REMAIN
� 90°
ECTOR "X"
PROPOSED ANTENNA PLAN 2
22x34 SCALE: 1/2" = 1'-0" 11x17 SCALE: 1/4" = 1'-0"
(E) ANTENN
TO REMAIN
bEG I OR "Y"
TRUNK CABLES
TYPE OF CABLE
LENGTH
PLACEMENT
POWER
170'-0"
TOWER LEG
FIBER
170'-0"
TOWER LEG
I xV I.. V Wr1% I I—L/
3
VTENNA TO
EMOVED /
ICATED
)WER
,TYP
:)ANTENNA
D REMAIN
i 90°
ECTOR "X"
EXISTING ANTENNA PLAN
1
22x34 SCALE: 1/2" = 1'-011 11x17 SCALE: 1/4" = 1'-0"
at&t
Your world. Delivered.
r-%MrN 11—/1T /%!\61n11i TA\IT^
r 1 11.VaJI_V I VVIm%JUL- I PYIV 1 %D
iQGoodmanNetworks
r PLANS PREPARED BY:
4 &COFtNER5IGONE
ENGINEERIN16928 WOODINVILLE-REDMOND RD NE, SUITE 210
WOODINVILLE, WA 98072
PHONE:425.487.1732 FAX:425.487.1734
EMAIL: cei@cornerstone-engr.com
WWW.CORNERSTONE-ENGR.COM
PROJECT INFO:
WA109
ENCHANTED PARKWAY
1741 S 356TH STREET
FEDERAL WAY, WA 98003
KING COUNTY
r ISSUED FOR:
!= REV: = DATE: — ISSUFn FnR RV. __j
All-02-11
CONSTRUCTION
Q10-11-11
CLIENT REVIEW
`DRAWN BY: —CHK.: APV.:
DMO BMH JDG
CURRENT ISSUE DATE:
11-11-11
LICENSURE:
r Ur%/1VV IIVV w4runivim i iuIV.
L_ DRAWING TITLE:
L- nR0\A/lnlr- nil lKAMl=D-
v1 v %v V 1111V 19vIvIVL1 N.
RFiiiiiiim 1 0
rCEI JOB NUMBER: 11-69097
at&t
Your world. Delivered.
MM t-% Ir/1T /%P1L IA1 II TA L I T n
r r I\VJLV I VVIV%.1U I r%IN I J
GoodmanNetworks
r PLANS PREPARED BY:
4 E* COFRNEF45'1GONE
ENGINEERIN
16928 WOODINVILLE-REDMOND RD NE, SUITE 210
WOODINVILLE, WA 98072
PHONE:425.487.1732 FAX:425.487.1734
EMAIL: cei@cornerstone-engr.com
WWW.CORNERSTONE-ENGR.COM
PROJECT INFO:
WA109
ENCHANTED PARKWAY
1741 S 356TH STREET
FEDERAL WAY, WA 98003
KING COUNTY
ISSUED FOR: 1
r REV: = DATE: = ISSUED FOR: BY:
Q11-02-11
CONSTRUCTION
Qq
10-11-11
CLIENT REVIEW
'DRAWN BY: =CHK.: APV.:
DMO BMH JDG
CURRENT ISSUE DATE:
11-11-11
r LICENSURE:
K W. O
�sytiS'p2
DRAWING INFORMATION:
r DRAWING TITLE:
L. nQAXAnnir_ Ku IRADC0• 1
I-I%I%WWII`IV IYtJIVILJL.I\.
E�l 0
CEI JOB NUMBER: 11-69097
MHA
3' JUP
DIN IV
WEA1
ANTE
GROI
GROUNDING SCHEMATIC
22x34 SCALE: NTS 1 11 x17 SCALE: NTS
REFER TO SCHEDULE ON SHEET RF-1
FOR TRUNK CABLE APPROXIMATE
LENGTH & PLACEMENT
(E) GROUNDING BUSS BAR &
ATTACHMENT KIT WITHOUT
INSULATORS BOLTED TO TOWER
#2 GREEN FROM TOP GROUND
BAR TO BOTTOM GROUND BAR
COAX GROUNDING KIT
GROUND BAR
ATTACHED TO ICE
BRIDGE SUPPORT
JUMPER CABLE
I I
I I
-----�! - %---------------
(E) #2 SOLID BARE TINNED
COPPER GROUNDING
LEADS (TYP)
TYPE GR
TYPE GT TYPE SS
TYPE GL LUG
TYPE VS
NOTE:
CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES - CONSULT
WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS
TO BE USED FOR THIS PROJECT.
NOTES:
1. ALL CONNECTIONS TO BE CADWELDED
2. USE MECHANICAL CONNECTIONS ONLY
WITH THE WRITTEN APPROVAL OF THE
CONSTRUCTION MANAGER
3. HOISTING GRIP TO BE INSTALLED
BELOW TOP GROUND KIT
(E) AT&T SHELTER
(E) NOKIA CABINET
(E) POWER CABINET
(E) UMTS CABINET
PROPOSED #2 SOLID
BARE TINNED COPPER
GROUNDING LEADS
PROPOSED PURCELL
FLX16WS CABINET
EQUIPMENT CHASSIS /
GROUNDING BUSS BAR /
CABLE RACEWAY
NO -LUX
ANTI -OXIDIZING
COMPOUND
3/8" 0 STAR
WASHER
6
NOT USED
5
22x34 SCALE: NTS
111x17 SCALE: NTS
HYLUG CONNECTOR INSTALLATION INSTRUCTIONS:
(2) 3/8"0 SS HEXNUT
1. SELECT PROPER HYLUG FOR THE WIRE SIZE USED.
01 (#2) TWO HOLE
2. STRIP CABLE OF INSULATION TO A LENGTH EQUAL TO THE BARREL OF THE
COMPRESSION LUG
CONNECTOR.
GROUND WIRE STUD
3. INSERT CABLE FULLY INTO CONNECTOR.
(TYP OF 2 @ FRONT
4. APPLY THE PROPER NUMBER OF CRIMPS AS SHOWN BY NUMBER OF
AND BACK OF CABINET)
COLORED BANDS.
5. CRIMP FROM TONGUE END OF CONNECTOR TOWARD CABLES FOR
CLEAR HEAT SHRINK ON
TERMINALS AND CENTER SPLICE TOWARD CABLE FOR BUTT SPLICES
COMPRESSION LUGS
REQUIRING MORE THAN ONE CRIMP PER END.
it #2 STRANDED GREEN
HYLUG TYPE YGA CONNECTOR IS PRE -FILLED WITH PENETROX COMPOUND AND
INSULATED COPPER
STRIP SEALED.
GROUND LEAD TO BUSS BAR
OR #2 SOLID BARE TINNED
BURNDY HYDRAULIC DIE SET #U1CRT-1/U11T.
PLAN COPPER TO GROUND RING
NOTE:
FOR GROUNDING CONNECTIONS TO PAINTED CABINETS
CHASSIS, GRIND OFF ALL ENAMEL COATINGS TO BARE METAL AT
LUG CONTACT AREA PRIOR TO MAKING BOLTED LUG
CONNECTION. APPLY NO -LUX TO ALL EXPOSED BARE METAL.
NOT USED CADWELD DETAILS 3 HYLUG CONNECTION GROUND CRIMPING GUIDELINES
d I 4 2 1
22x34 SCALE: NTS 1 11x17 SCALE: NTS 22x34 SCALE: NTS I 11x17 SCALE: NTS 22x34 SCALE: NTS 1 11x17 SCALE: NTS 22x34 SCALE: NTS 111x17 SCALE: NTS
at&t
Your world. Delivered.
L r.r%r% Ir—/%T /%r%k 1eNI I TA 41Tl1
IF f 11%tlaJ Ll.J I VVIVVVL I P'UV I Q
IQGoodmanNetworks
PLANS PREPARED BY:
4 CO C0F1NeFRs,1 ONE
ENGINEERING, INC. 1
16928 WOODINVILLE-REDMOND RD NE, SUITE 210
WOODINVILLE, WA 98072
PHONE:425.487.1732 FAX:425.487.1734
EMAIL: cei@cornerstone-engr.com
WWW.CORNERSTONE-ENGR.COM
EJECT INFO:
WA109
ENCHANTED PARKWAY
1741 S 356TH STREET
FEDERAL WAY, WA 98003
KING COUNTY
r ISSUED FOR:
L_ REV: = DATE: = ISSUED FOR: I RV. J
A11-02-11
CONSTRUCTION
A10-11-11
CLIENT REVIEW
`DRAWN BY:-CHK.:_APV.:
DMO BMH JDG
CURRENT ISSUE DATE:
11-11-11
r LICENSURE:
r
K W.
DRAWING INFORMATION:
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY
ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS
DRAWING ARE SUPERSEDED BY THE LATEST REVISION.
THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS
IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS
STRICTLY PROHIBITED.
DRAWING TITLE:
GROUNDING DETAILS
?A1A/IN(, Nil IKAPF=P-
E�2
0
CEI JOB NUMBER: 11-69097