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SITE NUMBERN. SE60XC300 ADDRESS:
31617 1ST AVE. SOUTH
SITE NAME: DASHPOINT FEDERAL WAY, WASHINGTON 98233
SITE TYPE: MONOPOLE COUNTY: KING COUNTY
RAD CENTER: 140 1.011 JURISDICTION: FEDERAL WAY
PROJECT SUMMARY:
SITE ADDRESS:
31617 1ST AVE. SOUTH
FEDERAL WAY, WA 98023
PROPERTY OWNER:
FIRE DISTRICT #39
APPUCANT:
SPRINT
15395 SE 30TH PL
BELLEVUE, WASHINGTON 98007
REPRESENTATIVE: KEVIN FOY (206)427-5856
BUILDING SUMMARY:
OCCUPANCY CLASSIFICATION: U
TYPE OF CONSTRUCTION: TYPE V-B
ZONING: RS9.6
AREA OF CONSTRUCTION: NO INCREASE AT THIS TIME.
ASSESSORS PARCEL NUMBER: 0721049210
LATITUDE: 47' 19' 7.3734" (47.318715)
LONGITUDE: -122' 20' 9.9486" (-122.336097)
CONSULTING TEAM:
ARCHITECTURAL & ENGINEERING:
INFINIGY ENGINEERING
50 116TH AVENUE SE, SUITE 210
BELLEVUE, WASHINGTON 98004
EMAIL: JROTHGEB@lNFINIGY.COM
CONTACT: JUSTIN ROTHGLB
SITE ACQUISITION:
SMARTLINK, LLC
50 116TH AVE SE, SUITE 210
BELLEVUE, WASHINGTON 98004
PHONE: (406) 749-0046
CONTACT: BRIANNE PETERSEN
ZONING:
SMARTLINK, LLC
50 116TH AVE SE, SUITE 210
BELLEVUE, WASHINGTON 98004
PHONE: (425) 444-1434
CONTACT: NANCY SEARS
SHEET INDEX:
SHEET: DESCRIPTION:
T-1
TITLE SHEET
T-2
SPECIFICATIONS & NOTES
A-1
SITE PLAN
A-2
ENLARGED SITE PLAN
A-3
ELEVATIONS
A-4
ANTENNA PLANS & SCHEDULES
A-4.1
EQUIPMENT DETAILS
G-1
GROUNDING PLAN & SINGLE LINE DIAGRAM
PROJECT DESCRIPTION:
SPRINT PROPOSES TO
MODIFY AN EXISTING SITE AS FOLLOWS:
• REMOVE
(3)
EXISTING PANEL ANTENNAS
• INSTALL
(3)
NEW
PANEL ANTENNAS
• INSTALL
(6)
NEW
RRU'S @ ANTENNA LEVEL
• INSTALL
(2)
NEW
HYBRID CABLES
THESE PLANS HAVE BEEN DEVELOPED FOR THE MODIFICATION OF AN EXISTING
UNMANNED TELECOMMUNICATIONS FACILITY OWNED OR LEASED BY SPRINT IN
ACCORDANCE WITH THE SCOPE OF WORK PROVIDED BY SPRINT. INFINIGY HAS
INCORPORATED THIS SCOPE OF WORK IN THE PLANS. THESE PLANS ARE NOT
FOR CONSTRUCTION UNLESS ACCOMPANIED BY A PASSING STRUCTURAL STABILITY
ANALYSIS PREPARED BY A LICENSED STRUCTURAL ENGINEER. STRUCTURAL
ANALYSIS MUST INCLUDE BOTH TOWER AND MOUNT.
APPROVALS:
THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND
AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED
HEREIN. ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL
BUILDING DEPARTMENT AND ANY CHANGES AND MODIFICATIONS THEY MAY IMPOSE.
PROJ. MANAGER
CONST. PM.
RF ENGINEER
SITE ACQ. REP.
PLAN. CONSULTANT
PROP. OWNER
SPRINT REP.
PRINT NAME SIGNATURE DATE
L°
Pren ch L a k e Dog. Pa rk
SITE
APPLICABLE CODES:
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE
WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY
THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE
CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES.
1. INTERNATIONAL BUILDING CODE (2015 IBC)
2. TIA—EIA-222—G OR LATEST EDITION
3. NFPA 780 — LIGHTNING PROTECTION CODE
4. NATIONAL ELECTRIC CODE (2014 NEC)
5. NATIONAL OR LOCAL APPLICABLE CODES, MOST RECENT EDITIONS
6. LOCAL AMENDMENTS TO THE ABOVE, WHERE APPLICABLE
7. CITY/COUNTY ORDINANCES
8. LIFE SAFETY CODE NFPA-101
PLAN CHECK COMMENTS:
1.
2.
3.
Know What's below.
CaII before you dig.
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Permit11IN AD
- PLANS PREPARED FOR:
Spri nt
15395 SE 30TH PL
BELLEVUE, WASHINGTON 98007
INFINIGY9
FROM ZERO TO INFINIGY
the solutions are endless
50 116TH AVENUE SE, SUITE 210
BELLEVUE, WASHINGTON 98004
JOB NUMBER 551-002
- SITE ACQ:
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THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUT THE EXPRESS WRITTEN CONSENT OF
SPRINT.
F REVISIONS:
DESCRIPTION DATE I BY REV
FOR CONSTRUCTION
09/14/17
JR
0
ISSUED FOR REVIEW
07/26/17
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.71 1 C IVHIVIC:
DASHPOINT
e%nnlnlr n -- —
SE60XC300
— SITE ADDRESS:
31617 1 ST AVE. SOUTH
FEDERAL WAY, WA 98023
— SHEET DESCRIPTION:
TITLE SHEET MAR 21
CITY
COMMUUNITY DEV
SHEET NUMBER:
r 1-/'1111V r t\Lr 111\LLLJ 1 tJF\.
GENERAL SPECIFICATIONS
1. THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT
A201 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" ARE
INCLUDED IN THESE SPECIFICATIONS AS IF COMPLETELY REPRODUCED HEREIN.
2. THIS FACILITY IS AN UNOCCUPIED PCS TELECOMMUNICATIONS SITE AND IS
EXEMPT FROM ADA ACCESS REQUIREMENTS.
3. PRIOR TO SUBMISSION OF BIDS, THE CONTRACTORS PARTICIPATING SHALL
VISIT THE JOB SITE WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS TO
CONFIRM THAT THE PROJECT CAN BE ACCOMPLISHED AS DESIGNED HEREIN,
AS WELL AS TO FAMILIARIZE THEMSELVES WITH ALL FIELD CONDITIONS
AFFECTING THE PROPOSED PROJECT INCLUDING DEMOLITION, ELECTRICAL,
MECHANICAL AND STRUCTURAL INSTALLATIONS PRIOR TO PROCEEDING WITH
CONSTRUCTION. SHOULD ANY ERRORS, OMISSION, OR DISCREPANCIES BE
FOUND, THE GENERAL CONTRACTOR SHALL IMMEDIATELY NOTIFY IN WRITING,
THE SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT.
4. IN THE EVENT OF DISCREPANCIES WITHIN THESE DRAWINGS, THE CONTRACTOR
SHALL INCLUDE THE MORE COSTLY OR EXTENSIVE WORK IN THE BID, UNLESS
SPECIFICALLY DIRECTED OTHERWISE BY SPRINT. IF A DISCREPANCY EXISTS
AND THE PROJECT MANAGER AND ARCHITECT ARE NOT NOTIFIED, THE
GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL COSTS
INCURRED TO REPAIR OR CORRECT ALL PROBLEMS THAT RESULT.
5. THESE DRAWINGS SHALL NOT BE SCALED AS THESE DRAWINGS ARE INTENDED
TO BE FOR DIAGRAMMATIC PURPOSES ONLY. FIGURED DIMENSIONS HAVE
PRECEDENCE OVER DRAWING SCALE AND DETAIL DRAWINGS HAVE
PRECEDENCE OVER SMALL SCALE DRAWINGS. CONTRACTOR SHALL CHECK THE
ACCURACY OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED,
DO NOT FABRICATE ANY MATERIALS, OR BEGIN ANY CONSTRUCTION UNTIL THE
ACCURACY OF DRAWING DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL
FIELD DIMENSIONS.
6. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID ALL MATERIALS,
EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE THE
WORK AS INDICATED OR IMPLIED BY THESE DRAWINGS.
7. CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION MANAGER, THE
PROPERTY OWNER AND THE ARCHITECT IF ANY DETAILS ARE CONSIDERED
IMPRACTICAL, UNSUITABLE, UNSAFE, NOT WATERPROOF, OR NOT WITHIN
CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED, IT WILL BE
ASSUMED THAT THERE IS NO OBJECTION TO ANY DETAIL. DETAILS ARE
INTENDED TO SHOW THE END RESULT OF THE DESIGN. MINOR
MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS, AND SHALL
BE INCLUDED AS PART OF THE WORK.
8. EXISTING ELEVATIONS AND LOCATIONS SHALL BE VERIFIED BY THE
CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN
ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION
MANAGER AND THE ARCHITECT SO THAT MODIFICATIONS CAN
BE MADE BEFORE PROCEEDING WITH THE WORK.
9. THE CONTRACTOR SHALL VERIFY ALL TELEPHONE & RADIO EQUIPMENT
LAYOUTS, SPECIFICATIONS, PERFORMANCE, INSTALLATION AND FINAL LOCATIONS
WITH SPRINT CONSTRUCTION MANAGER PRIOR TO BEGINNING WORK. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK WITH
ERICSSON RADIO SYSTEMS.
10. ALL SYMBOLS & ABBREVIATIONS USED ON THESE DRAWINGS ARE CONSIDERED
CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING
THEIR EXACT MEANING, THE SPRINT CONSTRUCTION MANAGER AND THE
ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE THE CONTRACTOR
PROCEEDS WITH THE WORK.
11. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND
INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE
THOSE IN THE COST OF THE WORK TO SPRINT.
12. THE CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION AND DIRECT ALL
WORK WHILE ANY SUBCONTRACTORS OR WORKERS ARE ONSITE, USING HIS
OR HER BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE HELD
RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES,
PROCEDURES, SEQUENCES, AND COORDINATION OF ALL PORTIONS OF THE
CONTRACTED WORK.
13. WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST QUALITY OF THE
TRADE INVOLVED, AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM
REFERENCE STANDARDS FOR QUALITY AND PROFESSIONAL CONSTRUCTION
PRACTICE:
NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION
O'HARE INTERNATIONAL CENTER
10255 W. HIGGINS ROAD, SUITE 600
ROSEMONT, IL 60018-5607
SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS
NATIONAL ASSOCIATION
4201 LAFAYETTE CENTER DRIVE
CHANTILLY, VA 20151-1219
IILP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER
820 TRANSFER ROAD
ST. PAUL, MN 55114-1406
14. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE
MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS OTHERWISE INDICATED
BY SPRINT, OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE.
15. THE CONTRACTOR SHALL VERIFY, COORDINATE, AND PROVIDE ALL NECESSARY
BLOCKING, BACKING, FRAMING, HANGERS OR OTHER SUPPORTS FOR ALL
ITEMS.
16. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL REQUIRED
CONSTRUCTION NOTICES AND SHALL COMPLY WITH ALL APPLICABLE LOCAL
CODES, REGULATIONS, LAWS AND ORDINANCES, AS WELL AS THE STATE
DEPARTMENT OF INDUSTRIAL RELATIONS REGULATIONS, INCLUDING BUT NOT
LIMITED TO THE DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (OSHA).
17. THE CONTRACTOR SHALL PROTECT ALL PROPERTY FROM DAMAGE THAT MAY
OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING
FINISHES, CONSTRUCTION, STRUCTURE, LANDSCAPING, CURBS, STAIRS, OR
EQUIPMENT, ETC. SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE
SATISFACTION OF SPRINT AND THE PROPERTY OWNER'S REPRESENTATIVE, AT
THE EXPENSE OF THE CONTRACTOR.
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REPLACE OR
REMEDY, ANY FAULTY, IMPROPER, OR INFERIOR MATERIALS OR
WORKMANSHIP OR ANY DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR
AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK BY SPRINT
UNDER THIS CONTRACT.
19. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO
PROTECT AND LOCATE, OR CONTACT AN OUTSIDE AGENCY TO LOCATE, ALL
EXISTING UTILITIES REGARDLESS OF WHETHER OR NOT SHOWN HEREIN. THE
CONTRACTOR SHALL BEAR ALL EXPENSES FOR THE REPAIR OR REPLACEMENT
OF UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE
EXECUTION OF WORK.
20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY
OF THE PROJECT SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE
JOB IS COMPLETED AND ACCEPTED BY SPRINT.
21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET
FACILITIES AS REQUIRED BY THE PROPERTY OWNER, SPRINT, AND THE CITY
OR GOVERNING AGENCY,
22. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE
CONSTRUCTION DOCUMENTS TO ILLUSTRATE THE AS -BUILT CONDITION OF THE
SITE. THIS SHALL BE DONE AFTER THE SITE HAS BEEN AWARDED FINAL
INSPECTION BY THE RESPONSIBLE BUILDING AGENCY. ONE SET OF REDLINED
DRAWINGS SHALL BE PROVIDED TO THE SPRINT CONSTRUCTION MANAGER.
23. THE LATEST EDITION OF ALL PERMITTED AND APPROVED PLANS PERTAINING
TO THIS PROJECT SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED
BY WORKERS. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME
INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION,
ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE
ORDERS ON THE PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE
CARE OF THE CONSTRUCTION SUPERINTENDENT.
24. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON
A DAILY BASIS, EXCEPT FOR THAT SPECIFIED AS THE PROPERTY OF THE
BUILDING OR PROPERTY OWNER AND SHALL EXERCISE STRICT CONTROL
OVER SITE CLEANING THROUGHOUT CONSTRUCTION AND FINAL CLEAN-UP
UPON COMPLETION OF WORK. ALL AREAS ARE TO BE LEFT IN A BROOM
CLEAN CONDITION AT THE END OF EACH DAY THEN AT A VACUUM CLEAN
CONDITION, FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE
AT COMPLETION OF WORK.
25. THE GENERAL CONTRACTOR MUST PERFORM WORK DURING PROPERTY
OWNER'S PREFERRED HOURS TO AVOID DISRUPTION OF NORMAL ACTIVITY.
26. ALL EXPOSED METAL SHALL BE HOT -DIPPED GALVANIZED.
27. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR
FIRE MARSHALL APPROVED MATERIALS IF AND WHERE APPLICABLE TO THIS
FACILITY AND PROJECT SITE.
28. 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
THE PROJECT AREA UNDER CONSTRUCTION.
29. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER NEC ARTICLES 250
AND 810.
30. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF CONDITIONED SPACES
SUCH AS AT WALL AND ROOF PENETRATIONS SHALL BE CAULKED OR
SEALED TO LIMIT INFILTRATION OF AIR AND MOISTURE.
31. UPON COMPLETION OF CONSTRUCTION, SPRINT CONSTRUCTION MANAGER
SHALL CONDUCT A WALK-THRU WITH PROPERTY OWNER OR REPRESENTATIVE
OF PROPERTY OWNER.
32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SYSTEM
EQUIPMENT IN A CLEAN WORKING ORDER UNTIL ACCEPTANCE OF THE
PROJECT BY SPRINT.
33. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE
MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY
OTHERWISE INDICATED, OR WHERE LOCAL CODES OR REGULATION TAKE
PRECEDENCE.
ROOFING & WATERPROOFING NOTES
1. CONTRACTOR SHALL CONTACT BUILDING OWNER TO DETERMINE IF ROOF IS
UNDER WARRANTY. CONTRACTOR SHALL GUARANTEE THAT ANY AND ALL NEW
ROOFING WORK MEETS THE SPECIFICATION OF ANY EXISTING ROOFING
WARRANTIES SUCH THAT THE WARRANTY IS NOT MADE INVALID AS A RESULT
OF THIS WORK. IF IT IS DETERMINED THAT THE ARCHITECT'S DETAILING IS
INADEQUATE OR IMPROPER OR IF ANY OTHER DISCREPANCY IS FOUND, THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE SPRINT
PROJECT MANAGER IN WRITING. THE CONTRACTOR WILL BE ULTIMATELY HELD
RESPONSIBLE FOR COMPLYING WITH THE ORIGINAL ROOF MANUFACTURER'S
SPECIFICATIONS.
2. CONTRACTOR SHALL USE METHODS AND MATERIALS SIMILAR TO AND
COMPATIBLE WITH EXISTING MATERIALS & CONDITIONS FOR ROOF PATCHING,
NEW PENETRATIONS, ETC.
3. THE CONTRACTOR SHALL PROPERLY SEAL ALL NEW ROOF & BUILDING
ENVELOPE PENETRATIONS SUCH THAT THE INTEGRITY OF THE ORIGINAL
BUILDING ASSEMBLY AND ALL APPLICABLE WARRANTIES ARE MAINTAINED.
4. IF IT IS DEEMED NECESSARY TO REMOVE EXISTING FINISHES AND/OR
MATERIALS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECONSTRUCTING
FINISHES AND MATERIALS TO LIKE -NEW CONDITION. CONTRACTOR SHALL
MAINTAIN THE ORIGINAL COLORS, TEXTURES & FINISHES UNLESS SPECIFICALLY
NOTED IN THESE DRAWINGS OR APPROVED BY THE SPRINT CONSTRUCTION
MANAGER IN ADVANCE.
5. AT THE SPRINT CONSTRUCTION MANAGER'S DIRECTION, THE CONTRACTOR
SHALL PROVIDE MONOPOLE WALKPADS TO ALL NEW EQUIPMENT INCLUDING
ANTENNAS AND BTS UNITS AND ALONG COAX CABLE ROUTING. ON
CONVENTIONAL ROOFING, THE WALK PADS SHALL BE "DUCK BOARDS" AS
MANUFACTURED BY APC OR EQUAL. ON SPECIAL ROOFING SYSTEMS, SUCH
AS SINGLE MEMBRANE ROOFING, THE WALK PADS SHALL BE AS NOTED ON
PLANS OR AS REQUIRED BY NOTES 1 & 2 ABOVE.
PAINTING NOTES & SPECIFICATIONS
A. GENERAL
1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMS UNLESS
SPECIFICALLY NOTED OTHERWISE BY SPRINT.
2. CONTRACTOR SHALL PREPARE ALL SURFACES AND APPLY ALL FINISHES
PER LATEST EDITION OF MANUFACTURER'S SPECIFICATIONS.
3. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS REGARDING
SUFFICIENT DRYING TIME BETWEEN COATS WITH PROVISIONS AS
RECOMMENDED BY MANUFACTURER FOR EXISTING WEATHER CONDITIONS.
4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACES SHALL
MATCH EXISTING ADJACENT SURFACES UNLESS OTHERWISE NOTED
BY SPRINT.
5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED TO THE
SPRINT CONSTRUCTION MANAGER.
6. PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHT SANDING WITH 400
GRIT SANDPAPER AND NON -HYDROCARBON WASH. PREPARE GALVANIZED
SURFACES BY ACID ETCH OR SOLVENT CLEANING IN ACCORDANCE WITH
SSPC-SP 1.
7. FURNISH DROP CLOTHS, SHIELDS, MASKING AND OTHER PROTECTIVE
METHODS TO PREVENT SPRAY OR DROPPINGS FROM DAMAGING ADJACENT
SURFACES AND FACILITIES.
S. APPLY PAINT BY AIRLESS SPRAY, SANDING LIGHTLY BETWEEN EACH
SUCCEEDING ENAMEL COAT ON FLAT SURFACES. APPLY MATERIAL TO
ACHIEVE A COATING NO THINNER THAN THE DRY FILM THICKNESS
INDICATED.
9. APPLY BLOCK FILTER TO CONCRETE BLOCK CONSTRUCTION AND
ENSURE COMPLETE COVERAGE WITH PORES COMPLETELY FILLED.
10. CONTRACTOR SHALL CORRECT RUNS, SAGS, MISSES AND OTHER DEFECTS
INCLUDING INADEQUATE COVERAGE AS DIRECTED BY THE SPRINT
CONSTRUCTION MANAGER. REPAINT AS NECESSARY TO ACHIEVE SURFACES
THAT ARE SMOOTH, EVENLY COATED WITH UNIFORM SHEEN AND FREE
FROM BLEMISHES.
B. PAINTING SCOPE
1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS CHECKED BELOW
WITH THE COATING SYSTEM INDICATED.
PAINTING SCOPE
SURFACE TO BE PAINTED
COATING
PAINT
DO NOT
N/A
SYSTEM
PAINT
BTS UNIT
X
ALL EQUIPMENT & CABINETS OTHER THAN THE BTS
UNIT
X
ANTENNA COVERS, TILT BRACKETS, MOUNTING
BRACKETS AND ASSOCIATED HARDWARE, CABLE AND
CABLE COVERS EXPOSED TO VIEW, EXPOSED
SEE PLANS
SEE PLANS
CONDUIT AND HANGERS, ETC.
FLASHING UNITS, METAL TRIM AND OTHER METAL
SURFACES
X
STUCCO, CONCRETE, CONCRETE BLOCK AND
CEMENTIOUS TYPE FINISH SYSTEMS.
X
PLYWOOD, LUMBER AND WOOD TRIM INCLUDING
THE BACK SIDE OF ALL SCREENWALLS
X
DRYWALL
X
CONCRETE POLES
X
METAL POLES AND METAL POLE STAND-OFF
X
C. COATING SYSTEM SPECIFICATIONS
1. DTM ACRYLIC COATING (SERIES B66) BY SHERWIN WILLIAMS CO. 1 MIL
DFT PER COAT APPLIED IN TWO COATS OVER DTM BONDING PRIMER
(B66A50).
2. 100% ACRYLIC, LATEX COATING EQUIVALENT TO A-100 (SERIES A-82)
BY SHERWIN WILLIAMS CO. 1 MIL DFT PER COAT APPLIED IN TWO COATS
OVER SPECIFIED PRIMER.
D. PAINT & PRIMER
ANTENNAS
PRIMER - KEM AQUA E61-W525
TOPCOAT - COROTHANE II B65W200/B6OV22
BTS CABINET
PRIMER - KEM AQUA E61-W525
TOPCOAT - COROTHANE II B65W200/B6OV22
COAXIAL JUMPER CABLES
PRIMER - AS REQUIRED FOR ADHESION. APPLY ONE COAT OF KEM
AQUA WATER REDUCIBLE PRIMER E61W25 REDUCED 25%
TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/B6OV2
RAW STEEL
PRIMER - KEM BOND HS B50WZ4, DMT ACRYLIC PRIMER
TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/B6OV2
GALVANIZED METAL
ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND
FINISH COAT (GALVITE HIGH SOLIDS OR DTM PRIMER/FINISH)
STAINLESS STEEL
PRIMER - OTM WASH PRIMER, B71Y1
TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/86OV2
PRE -PRIMED STEEL
TOUCH UP ANY RUST OR UN -PRIMED STEEL WITH KEM BOND HS,
SSOWZ4
ALUMINUM & COPPER
PRIMER - DTM WASH PRIMER, B71Y1
TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/B6OV2
CONCRETE MASONRY
PRIMER - PRO MAR EXTERIOR BLOCK FILLER
TOPCOAT - 2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH
CONCRETE STUCCO(EXISTING)
2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH
STUCCO
PRIMER - PRO MAR MASONRY CONDITONER B-46-W21000
TOPCOAT - SUPERPAINT A-80 SERIES A-89 SATIN A-84 GLOSS
WOOD
PRIMER - A-100 EXTERIOR ALKYD W009D PRIMER Y-24W20
TOPCOAT - 2 COATS A-100 LATEX HOUSE & TRIM SHEEN TO
MATCH ADJACENT SURFACES
STRUCTURAL SPECIFICATIONS
A GENERAL
1. PRECEDENCE: UNLESS OTHERWISE SHOWN OR SPECIFIED, THE
FOLLOWING GENERAL NOTES SHALL APPLY. INFORMATION ON
THESE DRAWINGS SHALL HAVE THE FOLLOWING PRECEDENCE.
A. ALL DIMENSIONS TO TAKE PRECEDENCE OVER SCALE SHOWN ON
PLANS, SECTIONS AND DETAILS.
B. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE
OVER GENERAL NOTES AND TYPICAL DETAILS.
C. MATERIAL NOTES AND SPECIFICATIONS ON THE DRAWINGS SHALL
TAKE PRECEDENCE OVER THE SPECIFICATIONS.
2. OTHER TRADES: SEE THE ARCHITECTURAL DRAWINGS FOR ALL
DIMENSIONS NOT SHOWN.
3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY
UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE.
CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE
SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS.
4. SHORING: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO INSTALL ALL TEMPORARY BRACING AND SHORING TO INSURE
THE SAFETY OF THE WORK UNTIL IT IS COMPLETED. THIS INCLUDES
UNDERPINNING EXISTING FOOTINGS WHERE APPLICABLE.
5. SAFETY: THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE.
UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE THE METHOD
OF CONSTRUCTION.
6. WATERPROOFING: WATERPROOFING AND DRAINAGE DETAILS OR
SPECIFICATIONS SHOWN IN THESE DRAWINGS ARE FOR GENERAL
INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO NOTIFY THE
SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT IF ANY
INADEQUATE OR IMPROPER CONDITIONS.
B. STEEL
1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS
SHALL CONFORM TO ASTM A-36 AND BE FABRICATED IN
ACCORDANCE WITH THE SPECIFICATIONS OF THE AISC.
2. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS OTHERWISE
NOTED ON PLANS. HIGH STRENGTH BOLTS SHALL CONFORM TO
ASTM A-325
7. MIXING: PREPARATION OF CONCRETE SHALL CONFORM TO ASTM
C-94. NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN
CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS
APPROVED BY A TESTING AGENCY.
8. SEGREGATION OF AGGREGATES: CONCRETE SHALL NOT BE FLOPPED
THROUGH REINFORCING STEEL (AS IN WALLS, COLUMNS, CAISSON,
AND DROP CAPITALS) SO AS TO CAUSE SEGREGATION OF AGGREGATES.
USE HOPPERS, CHUTES, TRUNKS OR PUMP HOSE SO THAT THE FREE
UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FT.
9. SPLICES OF REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 30
DIAMETERS AND SECURELY WIRED TOGETHER. SPLICES OF ADJACENT
REINFORCING BARS SHALL BE STAGGERED WHEREVER POSSIBLE.
10. REAR CLEARANCE: MINIMUM COVERAGE FOR JOISTS, BEAMS, GIRDERS
AND COLUMNS SHALL BE TO FACE OF STIRRUPS OR TIES. UNLESS
OTHERWISE NOTED, CONCRETE COVERAGE FOR REINFORCING BARS TO
FACE OF BAR SHALL BE AS FOLLOWS:
A. CONCRETE IN CONTACT WITH EARTH, UNFORMED 3"
B. CONCRETE IN CONTACT WITH EARTH, FORMED 2"
C. WALL, EXTERIOR FACE 1-1/2"
D. WALL, INTERIOR FACE ill
E. STRUCTURAL SLABS 3/4"
F. JOISTS 3/4"
G. BEAMS, GIRDERS & COLUMNS 1-1/2"
11. PENETRATIONS: NO SLEEVES OR CHASES SHALL BE PLACED IN
BEAMS, SLABS, WALLS AND COLUMNS, EXCEPT THOSE SHOWN ON THE
PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR
INSTALLATIONS OF ANY ADDITIONAL SLEEVES OR CHASES. ALL
PLUMBING, ELECTRICAL AND MECHANICAL OPENINGS SHALL BE
SLEEVES. CORING IS NOT ALLOWED UNLESS PRIOR APPROVAL IS
OBTAINED FROM THE STRUCTURAL ENGINEER.
12. EMBEDDED ITEMS: CONDUIT PLACED IN A CONCRETE SLAB SHALL
NOT HAVE AN OUTSIDE DIAMETER GREATER THAN 1/4 THE THICKNESS
OF THE SLAB. CONDUIT SHALL NOT BE EMBBEDED IN A SLAB THAT
IS LESS THAN 3-1/2" THICK, UNLESS SLAB IS LOCALLY THICKENED.
MINIMUM CLEAR DISTANCE BETWEEN COUNDUITS SHALL BE SIX INCHES.
13. ANCHORING: ALL ANCHOR BOLTS, REINFORCING STEEL, DOWELS,
INSERTS, ETC., SHALL BE WELL SECURED IN POSITION PRIOR TO
PLACING CONCRETE. NO REPOSITIONING DURING CONCRETE POUR
IS ALLOWED
3.
STEEL PIPE COLUMNS SHALL BE GRADE "B" CONFORMING TO ASTM
14.
CURING: SLABS SHALL BE SPRAYED WITH A CURING COMPOUND
A53.
IMMEDIATELY AFTER FINISHING. CURING COMPOUNDS USED ON
CONCRETE WHERE TILE OR FLOOR COVERING IS TO BE BONDED
4.
STEEL TUBING SHALL BE GRADE "B" CONFORMING TO ASTM A500.
TO THE CONCRETE SURFACE SHALL BE APPROVED BY THE TILE
OR FLOOR COVERING MANUFACTURER. KEEP SLAB WET FOR 7 DAY
5.
ALL WELDING SHALL BE DONE BY THE SHIELDED ARC METHOD.
MINIMUM PERIOD.
ALL WELDERS SHALL BE PROPERLY QUALIFIED AND BE PRE -APPROVED.
SURPLUS METAL SHALL BE DRESSED OFF TO SMOOTH, EVEN
15.
CONSOLIDATION: ALL CONCRETE SHALL BE VIBRATED AS IT IS
SURFACES WHERE WELDS ARE NOT EXPOSED TO VIEW. ALL WELDING
BEING PLACED WITH ELECTRICALLY OPERATED VIBRATING EQUIPMENT.
SHALL COMPLY WITH THE LATEST A.W.S. SPECIFICATIONS.
D.
TIMBER
6.
THE FOLLOWING WELDING EQUIPMENT MUST BE USED:
1.
ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BE NO. 1
A. 250 AMP WELDERS.
GRADE DOUGLAS FIR., S45, UNLESS NOTED OTHERWISE ON THE
B. ROD OVENS.
DRAWINGS.
C. GRINDERS.
2.
ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS SHALL BE NO.2
7.
NO BUZZ BOXES SHALL BE USED,
GRADE DOUGLAS FIR, S45, UNLESS NOTED OTHERWISE ON DRAWINGS
8.
ALL STRUCTURAL STEEL SHALL HAVE MILL CERTIFICATION. MILL
3.
STRIPPING, BLOCKING, BACKING AND OTHER NON-STRUCTURAL
CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR EXAMINATION
LUMBER SHALL BE NO. 2 OR STD & BTR GRADE DOUGLAS FIR, S45.
BY THE DESIGN ENGINEER AND THE CITY INSPECTOR.
2X4 STUD WALLS SHALL BE D.F. STANDARD & BTR.
9.
ALL HIGH STRENGTH BOLTS SHALL HAVE MILL CERTIFICATION.
4.
ALL BEAMS, JOISTS AND RAFTERS SHALL BE INSTALLED WITH CROWN
MILL CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR
SIDE UP.
EXAMINATION BY THE INSPECTOR.
5.
ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD SHEATHING WITH A
10.
STEEL THAT HAD BEEN WELDED, CUT OR SCRATCHED IN THE FIELD
SPAN INDEX RATIO 32/16. EDGE NAIL WITH8d AT 6" O.C. UNLESS
SHALL BE TOUCHED UP WITH COLD GALVANIZING PAINT.
NOTED OTHERWISE ON PLANS. FGIELD NAIL WITH 8d AT 12" O.C.
11.
WELDING INDICATED IN THESE DRAWINGS IS DESIGNED FOR ONE
6.
PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN
HALF OF ALLOWABLE CODE STRESSES UNLESS NOTED
PERPINDICULAR TO SUPPORTS AND WITH THE EDGES STAGGERED,
"FULL STRESS" AT END OF WELD SYMBOL.
UNLESS NOTED OTHERWISE ON THE PLANS.
C.
CONCRETE
7.
PLYWOOD SHALL BE GRADE MARKED BY DFPA, TECO, OR PTL AND
SHALL CONFORM TO PS 1-83.
1.
STRENGTH: CONCRETE FOR THE PROJECT SHALL HAVE THE
FOLLOWING ULTIMATE COMPRESSIVE_- STRENGTH AT AGE OF 28 DAYS:
8.
THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER SHALL NOT
EXCEED 24% AT THE TIME OF INSTALLATION.
LOCATION STRENGTH WT. SLUMP ADMIXTURE
9.
MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OF BUILDING
A. SLAB&FOOTING 3000psi 150pcf 4" NONE
CODE. ALL NAILS SHALL BE COMMON WIRE NAILS.
2.
INSPECTION: CONCRETE WITH SPECIFIED STRENGTH GREATER THAN
10.
ALL BOLTS SHALL HAVE STANDARD CUT WASHERS UNDER HEADS
2500psi SHALL BE CONTINUOUSLY INSPECTED DURING PLACEMENT
AND/OR NUTS WHERE IN CONTACT WITH WOOD.
BY A DEPUTY INSPECTOR EMPLOYED BY A TESTING LABORATORY
APPROVED BY THE BUILDING DEPT.
11.
LAG BOLTS SHALL BE SCREWED INTO PLACE, NOT DRIVEN. LAG
BOLTS SHALL BE INSTALLED IN PRE -DRILLED HOLES WITH A
3.
REBAR GRADES: REINFORCING STEEL SHALL BE CLEAN PREFORMED
DIAMETER EQUAL TO 75% DIAMETER OF BOLT.
BARS CONFORMING TO ASTM A615 AS FOLLOWS:
12.
CONNECTORS: ALL SHEET METAL FRAMING CONNECTORS SHOWN IN
#4 & SMALLER BARS.................GRADE 40
THE PLANS SHALL BE STRONG CONNECTORS AS MANUFACTURED BY
#5 & LARGER BARS...................GRADE 60
THE SAMSON COMPANY. SUBSTITUTIONS MAY BE MADE WHEN
ALL BARS AT CAISSON FOOTING...GRADE 60
APPROVED BY THE STRUCTURAL ENGINEER.
4.
CEMENT: FOUNDATIONS & SLABS: TYPE V, LOW ALKALI,
13.
ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY
CONFORMING TO ASTM C-150.
OR CONCRETE SHALL BE WOLMANIZED PRESSURE TREATED LUMBER
PIER/CAISSON FOOTINGS: TYPE V, LOW ALKALI, CONFORMING
OR A NATURALLY DECAY RESISTANT LUMBER SUCH AS REDWOOD OR
TO ASTM C-150.
CEDAR.
5.
AGGREGATE: USED IN THE CONCRETE SHALL CONFORM TO ASTM
14.
ALASKAN YELLOW CEDAR GLUE -LAMINATED BEAMS
C-33. USE ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE
A. LUMBER SPECIES: ALASKAN YELLOW CEDAR (A.C.) CONFORMING
SHRINKAGE. THE MAXIMUM SIZE AGGREGATE IN CONCRETE WORK
TO 20E-V12
SHALL BE THE FOLLOWING:
B. STRENGTH PROPERTIES:
Fb BOTTOM FIBER BENDING STRESS 2000psi MIN.
A. FOUNDATIONS &SLABS 9" OR LESS: 3/4" GRAVEL
Fb TOP FIBER BENDING STRESS 1000psi MIN.
B. PIER/CAISSON FOOTING: 1" GRAVEL.
Fv SHEAR STRESS 190psi MIN.
Fc COMPRESSION STRESS PERPENDICULAR TO GRAIN 560psi MIN.
6.
WATER: SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNT
E MODULUS ELASTICITY 1400ksi MIN.
C. CAMBER TO RADIUS OF 1600' U.O.N.
OF ACIDS, ALKALIS, ORGANIC MATERIALS AND SHALL BE SUITABLE
FOR
D. ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR GLUE.
HUMAN CONSUMPTION.
E. MANUFACTURE OF GLB'S SHALL CONFORM TO THE UBC.
F. GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH ANSI/AITC
A190.1 AND ASTM D3737.
Sprint
15395 SE 30TH PL
BELLEVUE, WASHINGTON 98007
INFINIGY0
VV
FROM ZERO TO INFIN IGY
the solutions are endless
50 116TH AVENUE SE, SUITE 210
BELLEVUE, WASHINGTON 98004
JOB NUMBER 551-002
SITE ACQ:
ENGINEERIN
-cw
dr
0 68 _3
9--)V--17
v1\/1YY114V IY\J I IIJG.
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUT THE EXPRESS WRITTEN CONSENT OF
SPRINT.
1 REVISIONS:
DESCRIPTION DATE I BY REV
FOR CONSTRUCTION 09/14/17 JR 0
ISSUED FOR REVIEW 07/26/17 RL A
- JI 1 C IVHMC:
DASHPOINT
nl9r K.- - - lc
- �rr�nv i JI I C if.
SE60XC300
v1 1 � wvR�oo.
31617 1 ST AVE. SOUTH
FEDERAL WAY, WA 98023
vI 1�.1._ I vLVVIVr i IVIY.
SPECIFICATIONS & NOTES
V1 ILL 1 I14V1V1L7GR.
T-2
SITE PLAN KEYNOTES
EXISTING/NO CHANGE SPRINT MONOPOLE
WITH SPRINT ANTENNAS AND RRU'S — (SEE SHEET A-2)
2 EXISTING/NO CHANGE SPRINT LEASE AREA —
(SEE SHEET A-2)
EXISTING/NO CHANGE PUBLIC
ACCESS DRIVEWAY
EXISTING/NO CHANGE
BUILDING (TYP.)
EXISTING/NO CHANGE
PROPERTY LINE
EXISTING TREES
(TYP.)
EXISTING/NO CHANGE
PARKING LOT, (TYP.)
EXISTING/NO CHANGE
FENCE LINE
I
I
APN: 0721049017
INFORMA77ON CONTAINED WI TNIN DRAWINGS
IS BASED ON PRO14DED INFORMA TION AND
IS NOT THE RESUL T OF A FIELD SURVEY.
APN.• 0721049210
1049014
SITE
PLAN
SCALE:
SCALE:
22"x34"
11 "x17"
SHEET
SHEET
1 " =
1" =
12.5' 0
25'-0"
50'-0"
12.5' 25' 50'
( IN FEET )
1 v-u�V r na_r�n�V 1 vn.
Spri nt
15395 SE 30TH PL
BELLEVUE, WASHINGTON 98007
� u-ilvv rn�r�n�V v r .
INFINIGY9
FROM ZERO TO INFINIGY
the solutions are endless
50 116TH AVENUE SE, SUITE 210
BELLEVUE, WASHINGTON 98004
JOB NUMBER 551-002
r- ENGI
VI11l1vv11VV IVIJ 1 1%ir—
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUT THE EXPRESS WRITTEN CONSENT OF
SPRINT.
— REVISIONS:
DESCRIPTION DATE BY REV
FOR CONSTRUCTION
09/14/17
JR
0
ISSUED FOR REVIEW
07/26/17
RL
A
f'�ITr
� I�Hivic:
DASHPOINT
n1- A 1111P1-
VI ILL 1 VGJI.i RIr 1 IIJIN.
SITE PLAN
nl IrrT •u 1
vl ILV 1 IY VIYIV{�I\.
A-1
ENLARGED SITE PLAN KEYNOTES
EXISTING/NO CHANGE SPRINT
EQUIPMENT LEASE AREA
1 A EXISTING/NO CHANGE SPRINT MONOPOLE
WITH SPRINT ANTENNAS AND RRU'S - (SEE SHEET A-4)
EXISTING/NO CHANGE
BUILDING (TYP.)
EXISTING/NO CHANGE
PROPERTY LINE
EXISTING/NO CHANGE
OTHERS EQUIPMENT SHELTER
EXISTING/NO CHANGE
FENCE LINE
NEW SPRINT HYBRID CABLE TO BE
ROWED W11H EXISANG CABLE ROUTE
INFORMA7)ON CONTAINED W1THlN DRAW)NG5
IS BASED ON PROVIDED INfORMAAON AND
IS NOT THE RESULT OF A f7ELD SURVEY.
x - x x _x x-
5 6
x
1
HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID
e
4
SCALE: 22"x34" SHEET 3/16" = 1'-0" 1' 0 1' 2' 4
PLAN ENLARGED SITE SCALE: 1 1 "x 17" SHEET 3/32" = 1 '-0"
IN FEET ) 11
Sprint
15395 SE 30TH PL
BELLEVUE, WASHINGTON 98007
PLANS PREPARED BY:
INFINIGY9
FROM ZERO TO INFINIGY
the solutions are endless
50 116TH AVENUE SE, SUITE 210
BELLEVUE, WASHINGTON 98004
JOB NUMBER 551-002
IIITH''C'
ESE DOUMENTS ARE CONFIDENTIAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUT THE EXPRESS WRITTEN CONSENT OF
SPRINT.
F REVISIONS:
DESCRIPTION I DATE I BY REV
FOR CONSTRUCTION
09/14/17
JR
0
ISSUED FOR REVIEW
07/26/17
RL
A
i11Tr' �
1 C IV/11VIC.
DASHPOINT
SPRINT SITE #:
SE60XC300
rr A r\Plrlr
31617 1 STAVE. SOUTH
FEDERAL WAY, WA 98023
SHEET DESCRIPTION:
ENLARGED SITE PLAN
IrrT wll ilk /1r r-m
lCC 1 1VlJiVI�CR.
A-2
EXISTING ELEVATION KEYNOTES
EXISTING/NO
CHANGE
SPRINT PANEL
ANTENNAS
MOUNTED TO
EXISTING
MONOPOLE -
(SEE SHEET A-4)
EXISTING SPRINT ANTENNAS
TO BE
�A
REMOVED -
(SEE SHEET A-4)
EXISTING/NO
CHANGE
MONOPOLE
EXISTING/NO
CHANGE
SPRINT RRU'S
MOUNTED TO
EXISTING MONOPOLE -
(SEE SHEET A-4)
n4
EXISTING/NO
CHANGE
OTHER
I,HKKItK tIJUIYMtIV I
1
1
X
W
0
4
n,
o:
°
4
W
4
W
v
2
W
0
W
0
W
0
%I
TOP OF EXISTING
MONOPOLE
ELEV. = ±155-0" AGL
TOP OF EXISTING
SPRINT ANTENNAS
ELEV. = ±143'-0" AGL `r
(� OF EXISTING
SPRINT ANTENNAS OL
ELEV. = ±140'-0" AGL
NEW ELEVATION KEYNOTES
EXISTING/NO CHANGE SPRINT PANEL ANTENNAS
MOUNTED i0 EXISTING MONOPOLE
1 A NEW SPRINT PANEL ANTENNAS, WITH ASSOC/A7ED EQUIPMENT,
MOUNTFU TO EXISTING MONOPOLE - SEE SHEET A-4
EXISTING/NO CHANGE
MONOPOLE
EXISTING/NO CHANGE SPRINT RRU'S
MOUNTED TO EXISTING MONOPOLE (TYP.)
EXISTING/NO CHANGE OTHER
CARRIER EQUIPMENT
1
NEW SPRINT HYBRID CABLE TO BE
RO11E0 W17H EXISDNG CABLE ROUTE -
SEE SHEET A-4 l�J
GROUND LEVEL
El
11
0
III
Amm
TOP OF EXISTING
MONOPOLE
ELEV. = ±155'-0" AGL
TOP OF NEW
SPRINT ANTENNAS
ELEV. = f 143 -6" AGL 4'
f OF NEW
SPRINT ANTENNAS
ELEV. = f 140'--O" AGL
SCALE: 22"x34" SHEET 1 " = 10'-0"2 NEW SOUTH ELEVATION SCALE: 22"x34" SHEET 1 " = 10'-0"
EXISTING SOUTH ELEVATION SCALE: 11 "xl 7" SHEET 1 " = 20'-0" SCALE: 1 1 "x 17" SHEET 1" = 20'-0"
Sprint �i
15395 SE 30TH PL
BELLEVUE, WASHINGTON 98007
F'LANJ t'Ktt'hHKr-U 0 T :
INFINIGY9
FROM ZERO TO INFIN IGY
the solutions are endless
50 116TH AVENUE SE, SUITE 210
BELLEVUE, WASHINGTON 98004
JOB NUMBER 551-002
'E ACQ
GINEE
mi
1../1\lIV VIINI 1\V 11VL.
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUT THE EXPRESS WRITTEN CONSENT OF
SPRINT.
KtVI51VN5:
DESCRIPTION DATE BY REV
FOR CONSTRUCTION 09/14/17 JR 0
ISSUED FOR REVIEW 07/26/17 RL A
SITE NAME:
DASHPOINT
SPRINT SITE #:
SE60XC300
SITE ADDRESS:
31617 1 ST AVE. SOUTH
FEDERAL WAY, WA 98023
rrr r\r�i+r�m-rlr\wl
VI ILL 1 ✓LVVI\II 1 tV1Y.
ELEVATIONS
'ICC I IVViV16CR.
A-3
- PLANS PREPARED FOR:
EXISTING ANTENNA SCHEDULE
EXISTING CABLE SCHEDULE
ANTENNA
RRU
FILTER
HYBRID CABLE (HCS)
COAX
SECTOR
MODEL
SIZE
AZIMUTH
RAD CENTER
FREQUENCY
QTY.
MODEL
QTY.
MODEL
QTY.
LENGTH
QTY.
TYPE
LENGTH
A
Al
ET-X-WM-18-65-8P
61.0"
0°
140' -0
2500 MHz
1
2500 MHz (RRH-V3)
--
--
1
260'
--
--
--
A2
APXVRR13-C-A20
54.8"
1900 MHz
1
1900 MHz (RRH-P4)
--
--
--
--
--
A3--
--
--
--
--
--
--
B
B1
ET-X-WM-18-65-8P
61.0'
120°
140'-0"
2500 MHz
1
2500 MHz (RRH-V3)
--
--
1
260'
--
--
--
B2
APXVRR13-C-A20
54.8"
1900 MHz
1
1900 MHz (RRH-P4)
--
--
--
--
--
B3
C
C1
ET-X-WM-18-65-8P
61.0"
220'
140'-0"
2500 MHz
1
2500 MHz (RRH-V3)
--
--
--
--
--
C2
APXVRR13-C-A20
54.8"
1900 MHz
1
1900 MHz (RRH-P4)
C3
--
--
-
NEW ANTENNA SCHEDULE
NEW CABLE SCHEDULE
ANTENNA
RRU
FILTER
HYBRID CABLE (HCS)
COAX
SECTOR
MODEL
SIZE
AZIMUTH IRAD
CENTER
FREQUENCY
QTY.
MODEL
QTY.
MODEL
QTY.
LENGTH
QTY.
TYPE
LENGTH
A
Al
ET-X-WM-18-65-8P
61.0"
®•
140'--0"
2500 MHz
1
(1)2500 MHz
--
--
260'
--
--
--
A2
ETCR-654L12H6
84.9"
1900 MHz
1
(7) 1900 MHz
--
--
--
- -
800 MHZ
212
(2) 800 MHz
- -
- -
- -
B
131
ET-X-WM-18-65-8P
61.0"
120'
140'-0�
2500 MHz
1
(1)2500 MHz
--
--
1
260'
--
--
--
B 2
ETCR-654L 12H6
84.9
1900 MHz
1
(7) 1900 MHz
--
_ _
B 3
- -
- -
800 MHZ
212
(2) 800 MHz
--
C
C1
ET-X-WM-18-65-8P
61.0"
220'
140'--0
2500 MHz
1
(1)2500 MHz
--
--
260'
C 2
ETCR-654L 12H6
84.9 P
1900 MHz
1
(1) 1900 MHz
- -
_ _
C3
- -
- -
800 MHZ
212
(2) 800 MHz
- -
RF SCHEDULES
P4/v
F
4, �NTF
�20 �NqS
EXISTING/NO CHANGE SPRINT ANTENNAS
MOUNTED TO EXISTING MONOPOLE (TYP.)
EXISTING SPRINT ANTENNAS
1 A TO BE REMOVED (TYP.)
NEW SPRINT PANEL ANTENNAS MOUNTED
18 7O EXISTING MONOPOLE (TYP.)
EXISTING/NO CHANGE SPRINT 1900 MHz RRU'S
MOUNTED TO EXISTING MONOPOLE (TYP.)
EXISTING/NO CHANGE SPRINT 2500 MHz RRU'S
2A MOUNTED TO EXISTING MONOPOLE (TYP.)
2 B NEW SPRINT 800 MHz RRU S MOUNTED
r0 EXISANG MONOPOLE (TYP.)
EXISTING/NO CHANGE MONOPOLE
(TYP.)
Pc'
NOTES
1. CONTRACTOR IS TO REFER TO SPRINT'S
MOST CURRENT RADIO FREQUENCY DATA
SHEET (REDS) PRIOR TO CONSTRUCTION
2. CABLE LENGTHS ARE APPROXIMATE.
CONTRACTOR TO FIELD VERIFY CABLE
LENGTHS PRIOR TO ORDERING,
FABRICATION, OR INSTALLATION OF
CABLES
J. B00- INDICA TES NEW EQUIPMEN T
pqN �""'w/
E
2p • qS
SCALE:
NONE
2
EXISTING ANTENNA PLAN SCALE: I SCALE: I
NONE 4 IANTENNA PLAN KEYNOTES �� 3 NEW ANTENNA PLAN ENE 111
s
'N
Spri nt
15395 SE 30TH PL
BELLEVUE, WASHINGTON 98007
r-LP11VJ r'r1Cr-/1%r[Gv O I .
INFINIGY9
FROM ZERO TO INFIN IGY
the solutions are endless
50 116TH AVENUE SE, SUITE 210
BELLEVUE, WASHINGTON 98004
JOB NUMBER 551-002
SITE ACQ:
ENGINEERI
ov WAs
y _-
I ;. L
�. 49C} 13
I -1 Y-- 17
DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUT THE EXPRESS WRITTEN CONSENT OF
SPRINT.
- REVISIONS:
DESCRIPTION I DATE I BY TREV
FOR CONSTRUCTION
09/14/17
JR
0
ISSUED FOR REVIEW
07/26/17
RL
A
JI I C IVHIVIC:
DASI-IPOINT
SPRINT SITE #:
SE60XC300
SITE ADDRESS:
31617 1 ST AVE. SOUTH
FEDERAL WAY, WA 98023
VI ILL1 VLVVIVr 1IVIV.
ANTENNA PLANS
& SCHEDULES
n� �rrr wn �wanrn
— 011CC I IV VIVICCM.
NOTES:
1. NEW RRUS MOUNTED TO 3"0 (NOM) SCH 40 PIPE
MAST. CONTRACTOR TO VERIFY PIPE MAST SIZE AND
SCHEDULE AND UPGRADE IF REQUIRED.
2. ANTENNA AND RRU CABLING TO BE CONNECTED
PER RF DATA SHEET, PROVIDED BY RF ENGINEER.
EXISTING
TOWER
m
EXISTING 1900
MHz RRU
MECHANICAL
DOWN77L T
BRACKET
NEW
ANTENNA
ANTENNA
MOUN77NG PIPE
MODEL: RRH-C2
MANUFACTURER: SAMSUNG
WEIGHT: 59.53 LBS (FILTER: 8.82 LBS)
DIMENSIONS (LxWxD): 18.1" x 11.0" x 15.35"
FREQUENCY: 800 MHz
11"
SIDE
11"
FRONT
Q0
i
SCALE: ANTENNA
SCALE:
NOT USED NONE 6 ANTENNA MOUNTING DETAIL NONE 4 RRU DETAIL NONE 12
NOTES: MECHANICAL
1. NEW RRUS MOUNTED TO 3'0 (NOM) SCH 40 PIPE MANUFACTURER: KMW DOWN TILT
MAST. CONTRACTOR TO VERIFY PIPE MAST SIZE AND MODEL: ETCR-654L12H6 6.3"
BRACKET
21.0" SCHEDULE AND UPGRADE IF REQUIRED. WEIGHT: 84.9 LBS 1 I I
2. ANTENNA AND RRU CABLING TO BE CONNECTED DIMENSIONS: 84.9" x 21.0" x 6.3"
PER RF DATA SHEET, PROVIDED BY RF ENGINEER. FREQUENCY: REFER TO RF DATA SHEET
NEW 800
MHz RRU
MOUNTED
TO EXIS77NG
ANTENNA
PIPE WITH
MANUFAC77JRER
SUPPLIED
HARDWARE -
EXISTING
TOWER
ANTENNA
MOUN77NG PIPE
RF CONNECTOR, TYP
21.0"
TOP
21.0"
0-0
NEW 800 MHz RRU T�• }J � '�'�c�
MOUNTED TO £XISDNG
ANTENNA PIPE IMTH
MANUFACTURER u
SUPPLIED HARDWARE RF CONNECTOR, TYP FRONT SIDE
SCALE: SCALE: SCALE:
NONE 5 NONE 11
NOT USED RRU MOUNTING DETAIL PANEL ANTENNA DETAIL NONE
- PLANS PREPARED FOR:
Sprint
15395 SE 30TH PL
BELLEVUE, WASHINGTON 98007
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INFINIGY9
FROM ZERO TO INFIN IGY
the solutions are endless
50 116TH AVENUE SE, SUITE 210
BELLEVUE, WASHINGTON 98004
JOB NUMBER 551-002
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NGINEERI
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THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUT THE EXPRESS WRITTEN CONSENT OF
SPRINT.
F
REVISIONS:
DESCRIPTION I DATE I BY REV
FOR CONSTRUCTION 09/14/17 JR 0
ISSUED FOR REVIEW 07/26/17 RL A
SITE NAME:
DASHPOINT
SPRINT SITE #:
SE60XC300
SITE ADDRESS:
31617 1 ST AVE. SOUTH
FEDERAL WAY, WA 98023
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EQUIPMENT DETAILS
SHEET NUMBER:
d
Z
Z
w
z
z
d.
I � ' (1) NEW PANEL ANTENNA PER SECTOR
NEW JUMPER CABLES EXISTING NO CHANGE JUMPER CABLES
I � �
A'NTENNAI CHANGE PANEL
7— _T_ 7/ r7 z//
EXISTING/NO
CHANGE
SPRINT
' HYBRID —
BREAK
' OUT UNIT
EXISTING/NO CHANGE COAX, WHERE OCCURS
I�
NEW HYBRID CABLE
CON7RAC70R TO CONFIRM ROU71NG
PR/OR TO CONSIRUC110N I
GENERAL NOTES.-
EXISTING/NO CHANGE 46 INSULATED GROUND OR
EXISTING #6 INSULATED GROUND OR AS
SPECIFIED BY EQUIPMENT MANUFACTURER
NEW 16 INSULA TED GROUND OR AS SPECIFIED
ol�a�loll EXISTING/NO CHANGE ANTENNA GROUND BUS (AGB) AT
000a000jo INDIVIDUAL SECTOR — 4"X12"X1 /4" SOLID COPPER
EXISTING/NO CHANGE INSULATED GROUND
..L_
EXISTING NO CHANGE CABLE TRAY/TOWER
EXISTING/NO
CHANGE
SPRINT
CABINET
1. SPLICE GROUND CONNECTIONS.
2. FOLLOW COAXIAL CABLE MANUFACTURERS RECOMMENDATIONS (TYPICAL)
3. ALL INSULATED GROUND WIRES TO BE STRANDED, AWG WIRE UNLESS NOTED OTHERWISE
4. THIS IS TYPICAL FOR ONE SECTOR OF ANTENNAS. SEE PLANS FOR NUMBER OF SECTORS.
5. NUMBER OF COAX IS DIAGRAMATIC.
6. EXISTING DIPLEXERS AND EXISTING TMAS NOT SHOWN FOR CLARITY.
7. FOLLOW SPRINT STANDARD GROUNDING METHOD.
EXISTING/NO CHANGE ANTENNA GROUND BUS (AGB) AT
BASE NEAR EQUIPMENT — 4"X12"X1 /4" SOLID COPPER
EXISTING/NO CHANGE 1" FLEX C. 1#2 SOLID BARE TINNED
TIED TO
GROUND RING
AND MEETS
5
OHMS
EXISTING/NO
CHANGE 1"
FLEX C. 1112
SOLIE
COPPER CAD WELDED TO MGB AND_- NEW M/
0000000 EXISTING/NO CHANGE MGB MOUNTED
000000
1 q NEAR EQUIPMENT CABINETS
TINNED
EXISTING
NO
CHANGE
ELECTRICAL PANEL GROUND BUS
EXISTING/NO
CHANGE
TELCO GROUND BUS
EXISTING/NO CHANGE #2 INSULATED GROUND OR
AS SPECIFIED BY EQUIPMENT MANUFACTURER
EXISTING/NO CHANGE DC/FIBER CABLE
RUNS TO TERMINATE AT EXISTING CABINET
NEW JUMPER CABLES
NEW RRU(S) PER SEC
Q
w
Q
z
w
0r
w
w
CD
z
Q
U
0
z
CD
z
cn
x
w
it
EXISTING/NO CHANGE
SPRINT JUMPERS
EXISTING RRU
� EXISTING OR NEW DC
POWER/ FIBER CABLES
EXISTING/NO CHANGE
SPRINT HYBRID
' I I BREAK OUT UNIT
a
SECTOR
' Iw
s� �^c^� N NEW HYBRID CABLE
CON 7RACTOR TO
CONFIRM ROUANG
PRIOR TO CONS IRUCflON
I
EXISTING/NO CHANGE
' I ' HCS CABLE
I
EXISTING/NO CHANGE
SPRINT CABINET
COAX & GROUNDING SYSTEM SCHEMATIC SCALE21 DC/ FIBER/ COAX SINGLE LINE DIAGRAM N
- PLANS PREPARED FOR:
Spri nt
15395 SE 30TH PL
BELLEVUE, WASHINGTON 98007
INFINIGY9
FROM ZERO TO INFINIGY
the solutions are endless
50 116TH AVENUE SE, SUITE 210
BELLEVUE, WASHINGTON 98004
JOB NUMBER 551-002
rw Ir+lw Irrr��w 1
✓1\lIY YIIVV IYV I IVL.
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUT THE EXPRESS WRITTEN CONSENT OF
SPRINT.
REVISIONS:
DESCRIPTION DATE I BY TREVI
FOR CONSTRUCTION 09/14/17 JR 0
ISSUED FOR REVIEW 07/26/17 RL A
SITE NAME:
DASHPOINT
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SE60XC300
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31617 1 STAVE. SOUTH
FEDERAL WAY, WA 98023
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GROUNDING PLAN &
SINGLE LINE DIAGRAM
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