APPROVED PLN RESUB 1 NEW BLD2022-1516+PLANS+11.14.2022_10.13.02_AM+3217680PLANS PREPARED FOR:
Sprint -)A
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 674-001
ENGINEERING LICENSE:
09-24-18
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.
FSITE NAME:
EDMONDS
r SPRINT SITE #:
SE03XC552
SITE ADDRESS:
100 2ND AVENUE SOUTH
EDMONDS, WA 98020
r SHEET DESCRIPTION:
TITLE SHEET R E S U B
SHEET NUMBER:
2022
CITY OF EDMONDS
T 1 DEVELOPM NT SERVICES
DEPA TMENT
GENERAL SPECIFICATIONS
PAINTING NOTES & SPECIFICATIONS
STRUCTURAL SPECIFICATIONS
1. THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT
21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET
A GENERAL
A. GENERAL
7.
MIXING: PREPARATION OF CONCRETE SHALL CONFORM TO ASTM
A201 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" ARE
FACILITIES AS REQUIRED BY THE PROPERTY OWNER, SPRINT, AND THE CITY
C-94. NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN
INCLUDED IN THESE SPECIFICATIONS AS IF COMPLETELY REPRODUCED HEREIN.
OR GOVERNING AGENCY.
1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMS UNLESS
1. PRECEDENCE: UNLESS OTHERWISE SHOWN OR SPECIFIED, THE
CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS
SPECIFICALLY NOTED OTHERWISE BY SPRINT.
FOLLOWING GENERAL NOTES SHALL APPLY. INFORMATION ON
APPROVED BY A TESTING AGENCY.
2. THIS FACILITY IS AN UNOCCUPIED PCS TELECOMMUNICATIONS SITE AND IS
22. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE
THESE DRAWINGS SHALL HAVE THE FOLLOWING PRECEDENCE.
EXEMPT FROM ADA ACCESS REQUIREMENTS.
CONSTRUCTION DOCUMENTS TO ILLUSTRATE THE AS -BUILT CONDITION OF THE
2, CONTRACTOR SHALL PREPARE ALL SURFACES AND APPLY ALL FINISHES
B,
SEGREGATION OF AGGREGATES: CONCRETE SHALL NOT BE FLOPPED
SITE. THIS SHALL BE DONE AFTER THE SITE HAS BEEN AWARDED FINAL
INSPECTION BY THE RESPONSIBLE BUILDING AGENCY. ONE SET OF RECLINED
PER LATEST EDITION OF MANUFACTURER'S SPECIFICATIONS.
A. ALL DIMENSIONS TO TAKE PRECEDENCE OVER SCALE SHOWN ON
THROUGH REINFORCING STEEL (AS IN WALLS, COLUMNS, CAISSON,
A PRIOR TO SUBMISSION OF BIDS, THE CONTRACTORS PARTICIPATING SHALL
VISIT THE JOB SITE WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS TO
DRAWINGS SHALL BE PROVIDED TO THE SPRINT CONSTRUCTION MANAGER.
PLANS SECTIONS AND DETAILS.
AND DROP CAPITALS SO AS TO CAUSE SEGREGATION OF AGGREGATES.
)
CONFIRM THAT THE PROJECT CAN BE ACCOMPLISHED AS DESIGNED HEREIN
3. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS REGARDING
SUFFICIENT DRYING TIME BETWEEN COATS WITH PROVISIONS AS
USE HOPPERS CHUTES TRUNKS OR PUMP HOSE SO THAT THE FREE
AS WELL AS TO FAMILIARIZE THEMSELVES WITH ALL FIELD CONDITIONS
�• THE LATEST EDITION OF ALL PERMITTED AND APPROVED PLANS PERTAINING
B. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE
UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FT.
AFFECTING THE PROPOSED PROJECT INCLUDING DEMOLITION, ELECTRICAL,
TO THIS PROJECT SHALL KEPT IN A PLAN BOX AND SHALL NOT BE USED
RECOMMENDED BY MANUFACTURER FOR EXISTING WEATHER CONDITIONS.
OVER GENERAL NOTES AND TYPICAL DETAILS.
MECHANICAL AND STRUCTURAL INSTALLATIONS PRIOR TO PROCEEDING WITH
U
BY WORKERS. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME
9.
SPLICES OF REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 30
CONSTRUCTION. SHOULD ANY ERRORS, OMISSION, OR DISCREPANCIES BE
INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION,
4, FINISH CO LOR AND TEXTURE OF ALL PAINTED SURFACES SHALL
C. MATERIAL NOTES AND SPECIFICATIONS ON THE DRAWINGS SHALL
DIAMETERS AND SECURELY WIRED TOGETHER. SPLICES OF ADJACENT
FOUND, THE GENERAL CONTRACTOR SHALL IMMEDIATELY NOTIFY IN WRITING,
ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE
ORDERS ON THE PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE
MATCH EADJACENT SURFACES UNLESS OTHERWISE NOTED.
TAKE PRECEDENCE OVER THE SPECIFICATIONS.
REINFORCING BARS SHALL BE STAGGERED WHEREVER POSSIBLE.
THE SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT.
CARE OF THE CONSTRUCTION SUPERINTENDENT.
BY SPRINT.
4. IN THE EVENT OF DISCREPANCIES WITHIN THESE DRAWINGS, THE CONTRACTOR
5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED TO THE
2. SEE THE ARCHITECTURAL DRAWINGS FOR ALL OTHER TRADES:
10.
REAR CLEARANCE: MINIMUM COVERAGE FOR JOISTS, BEAMS, GIRDERS
SHALL INCLUDE THE MORE COSTLY OR EXTENSIVE WORK IN THE BID, UNLESS
24• THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON
SPRINT CONSTRUCTION MANAGER.
DIMENSIONS NOT SHOWN.
AND COLUMNS SHALL BE TO FACE OF STIRRUPS OR TIES. UNLESS
SPECIFICALLY DIRECTED OTHERWISE BY SPRINT. A DISCREPANCY EXISTS
A DAILY BASIS, EXCEPT FOR THAT SPECIFIED AS THE PROPERTY OF THE
OTHERWISE NOTED, CONCRETE COVERAGE FOR REINFORCING BARS TO
AND THE PROJECT MANAGER AND ARCHITECT AREE NOT NOTIFIED, THE
BUILDING OR PROPERTY OWNER AND SHALL EXERCISE STRICT CONTROL
8. PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHT SANDING WITH 400
3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY
FACE OF BAR SHALL BE AS FOLLOWS:
GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL COSTS
OVER SITE CLEANING THROUGHOUT CONSTRUCTION AND FINAL CLEAN-UP
GRIT SANDPAPER AND NON -HYDROCARBON WASH. PREPARE GALVANIZED
UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE.
INCURRED TO REPAIR OR CORRECT ALL PROBLEMS THAT RESULT.
UPON COMPLETION OF WORK. ALL AREAS ARE TO BE LEFT IN A BROOM
SURFACES BY ACID ETCH OR SOLVENT CLEANING IN ACCORDANCE WITH
CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE
A. CONCRETE IN CONTACT WITH EARTH, UNFORMED 3"
CLEAN CONDITION AT THE END OF EACH DAY THEN AT A VACUUM CLEAN
FREE M PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE
CONDITION,TION
SSPC-SPi.
SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS.
B. CONCRETE IN CONTACT WITH EARTH, FORMED 2"
5. THESE DRAWINGS SHALL NOT BE SCALED AS THESE DRAWINGS ARE INTENDED
TO BE FOR DIAGRAMMATIC PURPOSES ONLY. FIGURED DIMENSIONS HAVE
OFROWORK.
AT COMPLEF
7. FURNISH DROP CLOTHS, SHIELDS, MASKING AND OTHER PROTECTIVE
4. SHORING: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
C. WALL, EXTERIOR FACE 1 -1/2"
PRECEDENCE OVER DRAWING SCALE AND DETAIL DRAWINGS HAVE
25• THE GENERAL CONTRACTOR MUST PERFORM WORK DURING PROPERTY
METHODS TO PREVENT SPRAY OR DROPPINGS FROM DAMAGING ADJACENT
TO INSTALL ALL TEMPORARY BRACING AND SHORING TO INSURE
D. WALL, INTERIOR FACE 1"
PRECEDENCE OVER SMALL SCALE DRAWINGS. CONTRACTOR SHALL CHECK THE
ACCURACY OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED,
OWNER'S PREFERRED HOURS TO AVOID DISRUPTION OF NORMAL ACTIVITY.
SURFACES AND FACILITIES.
THE SAFETY OF THE WORK UNTIL IT IS COMPLETED. THIS INCLUDES
E. STRUCTURAL SLABS 3/4"
DO NOT FABRICATE ANY MATERIALS, OR BEGIN ANY CONSTRUCTION UNTIL THE
UNDERPINNING EXISTING FOOTINGS WHERE APPLICABLE.
F. JOISTS 3/4"
ACCURACY OF DRAWING DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL
28. ALL EXPOSED METAL SHALL BE HOT -DIPPED GALVANIZED.
& APPLY PAINT BY AIRLESS SPRAY, SANDING LIGHTLY BETWEEN EACH
G. BEAMS, GIRDERS & COLUMNS 1-1/2"
FIELD DIMENSIONS.
SUCCEEDING ENAMEL COAT ON FLAT SURFACES. APPLY MATERIAL TO
5. SAFETY: THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE.
27 SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR
ACHIEVE A COATING NO THINNER THAN THE DRY FILM THICKNESS
UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE THE METHOD
11.
PENETRATIONS: SLEEVES OR CHASES SHALL BE PLACED IN
6. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID ALL MATERIALS,
FIRE MARSHALL APPROVED MATERIALS IF AND WHERE APPLICABLE TO THIS
INDICATED.
OF CONSTRUCTION.
EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE THE
FACILITY AND PROJECT SITE.
WA
BEAMS, SLABS, WALLS AND COLUMNS, EXCEPT THOSE SHOWN ON THE
WORK AS INDICATED OR IMPLIED BY THESE DRAWINGS.
9• APPLY BLOCK FILTER TO CONCRETE BLOCK CONSTRUCTION AND
PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR
28. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN
ENSURE COMPLETE COVERAGE WITH PORES COMPLETELY FILLED.
8, WATERPROOFING: WATERPROOFING AND DRAINAGE DETAILS OR
INSTALLATIONS OF ANY ADDITIONAL SLEEVES OR CHASES. ALL
7. CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION MANAGER, THE
2-A OR 2-A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF
SPECIFICATIONS SHOWN IN THESE DRAWINGS ARE FOR GENERAL
PLUMBING, ELECTRICAL AND MECHANICAL OPENINGS SHALL BE
PROPERTY OWNER AND THE ARCHITECT IF ANY DETAILS ARE CONSIDERED
THE PROJECT AREA UNDER CONSTRUCTION.
10. CONTRACTOR SHALL CORRECT RUNS, SAGS, MISSES AND OTHER DEFECTS
INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO NOTIFY THE
SLEEVES. CORING IS NOT ALLOWED UNLESS PRIOR APPROVAL IS
IMPRACTICAL, UNSUITABLE, UNSAFE, NOT WATERPROOF, OR NOT WITHIN
INCLUDING INADEQUATE COVERAGE AS DIRECTED BY THE SPRINT
SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT IF ANY
OBTAINED FROM THE STRUCTURAL ENGINEER.
CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED, IT WILL BE
29. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER NEC ARTICLES 250
CONSTRUCTION MANAGER. REPAINT AS NECESSARY TO ACHIEVE SURFACES
INADEQUATE OR IMPROPER CONDITIONS.
ASSUMED THAT THERE IS NO OBJECTION TO ANY DETAIL. DETAILS ARE
AND 810.
THAT ARE SMOOTH, EVENLY COATED WITH UNIFORM SHEEN AND FREE
12.
EMBEDDED ITEMS: CONDUIT PLACED IN A CONCRETE SLAB SHALL
INTENDED TO SHOW THE END RESULT OF THE DESIGN. MINOR
30. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF CONDITIONED SPACES
FROM BLEMISHES.
B. STEEL
NOT HAVE AN OUTSIDE DIAMETER GREATER THAN 1 4 THE THICKNESS
MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS, AND SHALL
BE INCLUDED AS PART OF THE WORK.
SUCH AS AT WALL AND ROOF PENETRATIONS SHALL BE CAULKED OR
OF THE SLAB. CONDUIT SHALL NOT BE EMBEDDED IN SLAB THAT
SEALED TO LIMIT INFILTRATION OF AIR AND MOISTURE.
B. PAINTING SCOPE
1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS
IS
IS LESS THAN 3-1/Y' THICK, UNLESS SLAB IS LOCALLL Y THICKENED.
& EXISTING ELEVATIONS AND LOCATIONS SHALL BE VERIFIED BY THE
SHALL CONFORM TO ASTM A-36 AND BE FABRICATED IN
MINIMUM CLEAR DISTANCE BETWEEN CONDUITS SHALL BE SIX INCHES.
CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN
31. UPON COMPLETION OF CONSTRUCTION, SPRINT CONSTRUCTION MANAGER
1• PAINT THE FOLLOWING MATERIALS AND SYSTEMS CHECKED BELOW
ACCORDANCE WITH THE SPECIFICATIONS OF THE AISC.
ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION
MANAGER AND THE ARCHITECT SO THAT MODIFICATIONS CAN
SHALL CONDUCT A WALK-THRU WITH PROPERTY OWNER OR REPRESENTATIVE
OF PROPERTY OWNER.
WITH THE COATING SYSTEM INDICATED.
2 ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS OTHERWISE
13.
ANCHORING: ALL ANCHOR BOLTS, REINFORCING STEEL, DOWELS,
INSERTS ETC SHALL BE WELL SECURED IN POSITION PRIOR TO
BE MADE BEFORE PROCEEDING WITH THE WORK.
32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SYSTEM
9. THE CONTRACTOR SHALL VERIFY ALL TELEPHONE & RADIO EQUIPMENT EQUIPMENT IN A CLEAN WORKING ORDER UNTIL ACCEPTANCE OF THE
LAYOUTS, SPECIFICATIONS, PERFORMANCE, INSTALLATION AND FINAL LOCATIONS PROJECT BY SPRINT.
WITH SPRINT CONSTRUCTION MANAGER PRIOR TO BEGINNING WORK. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK WITH 33. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE
ERICSSON RADIO SYSTEMS. MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY
OTHERWISE INDICATED, OR WHERE LOCAL CODES OR REGULATION TAKE
10. ALL SYMBOLS & ABBREVIATIONS USED ON THESE DRAWINGS ARE CONSIDERED PRECEDENCE.
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 ROOFING & WATERPROOFING NOTES
THOSE IN THE COST OF THE WORK TO SPRINT.
PAINTING SCOPE
SURFACE TO BE PAINTED
COATING SYSTEM
PAINT
DO
PAINTNOT
WA
BTS UNIT
X
ALL EQUIPMENT& CABINETS OTHER THANTHE 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
%
CONCRETE POLEB
X
METAL POLES AND METAL POLE STAND-OFF
%
NOTED ON PLANS. HIGH STRENGTH BOLTS SHALL CONFORM TO
PLACING CONCRETE. NO REPOSITIONING DURING CONCRETE POUR
ASTM A-325
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 ABDO.
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
12. THE CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION AND DIRECT ALL
B. ROD OVENS.
DRAWINGS.
WORK WHILE ANY SUBCONTRACTORS OR WORKERS ARE ONSITE, USING HIS
1. CONTRACTOR SHALL CONTACT BUILDING OWNER TO DETERMINE IF ROOF IS
C. COATING SYSTEM SPECIFICATIONS
C. GRINDERS.
OR HER BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE HELD
UNDER WARRANTY. CONTRACTOR SHALL GUARANTEE THAT ANY AND ALL NEW
2. ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS SHALL BE NO.2
RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES,THE
ROOFING WORK MEETS THE SPECIFICATION OF ANY EXISTING ROOFING
DID
1, DTM ACRC COATING ( SERIES 366) BY SHERWIN WILLIAMS CO. 1MIL
7. NO BUZZ BOXES SHALL BE USED.
GRADE DOUGLAS FIR, S45, UNLESS NOTED OTHERWISE ON DRAWINGS
PROCEDURES, SEQUENCES, AND COORDINATION OF ALL PORTIONS OF
WARRANTIES SUCH THAT THE WARRANTY IS NOT MADE INVALID AS A RESULT
OFT PER APPLIED IN TWO COATS OVER DTM BONDING PRIMER
CONTRACTED WORK.
OF THIS WORK. IF IT IS DETERMINED THAT THE ARCHITECT'S DETAILING IS
(B66A50).
B. ALL STRUCTURAL STEEL SHALL HAVE MILL CERTIFICATION. MILL
3. STRIPPING, BLOCKING, BACKING AND OTHER NON-STRUCTURAL
13. WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST QUALITY OF THE
INADEQUATE OR IMPROPER OR IF ANY OTHER DISCREPANCY IS FOUND, THE
CERTIFICATION SHALL BE KEPT THE JOB SITE FOR EXAMINATION
LUMBER SHALL BE NO, 2 OR STD & BTR GRADE DOUGLAS FIR, S45.
TRADE INVOLVED, AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE SPRINT
2 100% ACRYLIC, LATEX COATING EQUIVALENT TO A-100 (SERIES A-82)
T
BY THE DESIGN ENGINEER AND THE CITY INSPECTOR.
2X4 STUD WALLS SHALL BE D.F. STANDARD & BTR.
REFERENCE STANDARDS FOR QUALITY AND PROFESSIONAL CONSTRUCTION
PROJECT MANAGER IN WRITING. THE CONTRACTOR WILL BE ULTIMATELY HELD
BY SHERWIN WILLIAMS CO. 1 MIL DFT PER COAT APPLIED IN TWO COATS
PRACTICE:
RESPONSIBLE FOR COMPLYING WITH THE ORIGINAL ROOF MANUFACTURER'S
OVER SPECIFIED PRIMER.
9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL CERTIFICATION.
4. ALL BEAMS, JOISTS AND RAFTERS SHALL BE INSTALLED WITH CROWN
SPECIFICATIONS.
MILL CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR
SIDE UP.
NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION
2. CONTRACTOR SHALL USE METHODS AND MATERIALS SIMILAR TO AND
D. PAINT & PRIMER
EXAMINATION BY THE INSPECTOR.
INTERNATIONAL CENTER
COMPATIBLE WITH EXISTING MATERIALS & CONDITIONS FOR ROOF PATCHING,
5. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD SHEATHING WITH A
1 255
055 W. HIGGINS ROAD, SUITE 600
NEW PENETRATIONS, ETC.
ANTENNAS
10. STEEL THAT HAD BEEN WELDED, CUT OR SCRATCHED IN THE FIELD
SPAN INDEX RATIO 32/16. EDGE NAIL WITHBd AT 6" O.C. UNLESS
ROSEMONT, IL 60018-5607
PRIMER - KEM AQUA E61-W525
SHALL BE TOUCHED UP WITH COLD GALVANIZING PAINT.
NOTED OTHERWISE ON PLANS. FIELD NAIL WITH 8d AT 12" O.C.
SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS
3. THE CONTRACTOR SHALL PROPERLY SEAL ALL NEW ROOF & BUILDING
TOPCOAT - COROTHANE II 865W200/B6OV22
NATIONAL ASSOCIATION
ENVELOPE PENETRATIONS SUCH THAT THE INTEGRITY OF THE ORIGINAL
11. WELDING INDICATED IN THESE DRAWINGS DESIGNED FOR ONE
6. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN
4201 LAFAYERE CENTER DRIVE
BUILDING ASSEMBLY AND ALL APPLICABLE WARRANTIES ARE MAINTAINED.
BTS CABINET
HALF OF ALLOWABLE CODE STRESSES UNLESS NOTED
PERPENDICULAR TO SUPPORTS AND WITH THE EDGES STAGGERED,
CHANTILLY, VA 20151-1219
4. IF IT IS DEEMED NECESSARY TO REMOVE EXISTING FINISHES AND/OR
PRIMER - KEM AQUA E61-W525
"FULL STRESS' AT END OF WELD SYMBOL.
UNLESS NOTED OTHERWISE ON THE PLANS.
IILP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER
MATERIALS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECONSTRUCTING
TOPCOAT - COROTHANE II 665W200/136OV22
820 TRANSFER ROAD
FINISHES AND MATERIALS TO LIKE -NEW CONDITION. CONTRACTOR SHALL
COAXIAL JUMPER CABLES
D. CONCRETE
7. PLYWOOD SHALL BE GRADE MARKED BY DFPA, TECO, OR PTL AND
ST. PAUL, MN 55114-1406
MAINTAIN THE ORIGINAL COLORS, TEXTURES & FINISHES UNLESS SPECIFICALLY
PRIMER - AS REQUIRED FOR ADHESION. APPLY ONE COAT OF KEM
SHALL CONFORM TO PS 1-83.
NOTED IN THESE DRAWINGS OR APPROVED BY THE SPRINT CONSTRUCTION
AQUA WATER REDUCIBLE PRIMER E61W25 REDUCED 25%
1. STRENGTH: CONCRETE FOR THE PROJECT SHALL HAVE THE
14. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE
MANAGER IN ADVANCE.
TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/B60V2
FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT AGE OF 28 DAYS:
B. THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER SHALL NOT
MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS OTHERWISE INDICATED
BY SPRINT, OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE.
'
5. AT THE SPRINT CONSTRUCTION MANAGERS DIRECTION, THE CONTRACTOR
EXCEED 24% AT THE TIME OF INSTALLATION.
SHALL PROVIDE LATTICE TOWER WALKPADS TO ALL NEW EQUIPMENT INCLUDING
RAW STEEL
LOCATION STRENGTH WT. SLUMP ADMIXTURE
ANTENNAS AND BTS UNITS AND ALONG COAX CABLE ROUTING. ON
PRIMER - KEM BOND HS B50WZ4, DMT ACRYLIC PRIMER
9. MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OF BUILDING
15. THE CONTRACTOR SHALL VERIFY, COORDINATE, AND PROVIDE ALL NECESSARY
BLOCKING, BACKING, FRAMING, HANGERS OR OTHER SUPPORTS FOR ALL
CONVENTIONAL ROOFING, THE WALK PADS SHALL BE "DUCK BOARDS" AS
TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/B60V2
A. SLAB&FOOTING 3000psi 150pd 4" NONE
CODE. ALL NAILS SHALL BE COMMON WIRE NAILS.
ITEMS.
MANUFACTURED BY ARC OR EQUAL. ON SPECIAL ROOFING SYSTEMS, SUCH
AS SINGLE MEMBRANE ROOFING, THE WALK PADS SHALL BE AS NOTED ON
GALVANIZED METAL
2. INSPECTION: CONCRETE WITH SPECIFIED STRENGTH GREATER THAN
10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS UNDER HEADS
16. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL REQUIRED
PLANS OR AS REQUIRED BY NOTES 1 & 2 ABOVE.
ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND
2500psi SHALL BE CONTINUOUSLY INSPECTED DURING PLACEMENT
AND/OR NUTS WHERE IN CONTACT WITH WOOD.
CONSTRUCTION NOTICES AND SHALL COMPLY WITH ALL APPLICABLE LOCAL
FINISH COAT (GALVITE HIGH SOLIDS OR DTM PRIMER/FINISH)
BY A DEPUTY INSPECTOR EMPLOYED BY A TESTING LABORATORY
CODES, REGULATIONS, LAWS AND ORDINANCES, AS WELL AS THE STATE
APPROVED BY THE BUILDING DEPT.
11. LAG BOLTS SHALL BE SCREWED INTO PLACE, NOT DRIVEN. LAG
DEPARTMENT OF INDUSTRIAL RELATIONS REGULATIONS, INCLUDING BUT NOT
STAINLESS STEEL
BOLTS SHALL BE INSTALLED IN PRE -DRILLED HOLES WITH A
LIMITED TO THE DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (OSHA).
PRIMER - OTM WASH PRIMER, B71Y1
3. REBAR GRADES: REINFORCING STEEL SHALL BE CLEAN PREFORMED
DIAMETER EQUAL TO 75% DIAMETER OF BOLT.
17. THE CONTRACTOR SHALL PROTECT ALL PROPERTY FROM DAMAGE THAT MAY
TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/B6OV2
BARS CONFORMING TO ASTM A615 AS FOLLOWS:
OCCUR DURING CONSTRUCTION. ANY DAMAGE TOA NEW AND EXISTING
PRE -PRIMED STEEL
12. CONNECTORS: ALL SHEET METAL FRAMING CONNECTORS SHOWN IN
THE PLANS SHALL BE STRONG CONNECTORS AS MANUFACTURED BY
FINISHES, CONSTRUCTION, STRUCTURE, LANDSCAPING, CURBS, STAIRS, OR
EQUIPMENT, ETC. SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE
TOUCH UP ANY RUST OR UN -PRIMED STEEL WITH KEM BOND HIS,
#4 & SMALLER BARS.................GRADE 40
&LARGER BARS 60
THE SAMSON COMPANY. SUBSTITUTIONS MAY BE MADE WHEN
SATISFACTION OF SPRINT AND THE PROPERLY OWNER'S REPRESENTATIVE, AT
SSOWZ4
.................GRADE
AL CAISSON
ALL BARS AT CAISSON FOOTING GRADE 60
APPROVED BY THE STRUCTURAL ENGINEER.
THE EXPENSE OF THE CONTRACTOR.
ALUMINUM & COPPER
13. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY
1& THE CONTRACTOR SHALL RESPONSIBLE FOR, AND SHALL REPLACE OR
PRIMER - DTM WASH PRIMER, B71Y1
4CEMENT: FOUNDATIONS & SLABS: TYPE VLOW ALKALI
. , ,
OR CONCRETE SHALL BE WOPRESSURE TREATED LUMBER
REMEDY, ANY FAULTY, IMPROPER, OR INFERIOR MATERIALS OR
TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/B60V2
CONFORMING TO ASTM C-150.
OR A NATURALLY DECAY RESISTANTISTANT LUMBER SUCH AS REDWOOD OR
WORKMANSHIP OR ANY DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR
PIER/CAISSON FOOTINGS: TYPE V, LOW ALKALI, CONFORMING
CEDAR.
AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK BY SPRINT
CONCRETE MASONRY
TO ASTM C-150.
UNDER THIS CONTRACT.
PRIMER - PRO MAR EXTERIOR BLOCK FILLER
14. ALASKAN YELLOW CEDAR GLUE -LAMINATED BEAMS
TOPCOAT - 2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH
5. AGGREGATE: USED IN THE CONCRETE SHALL CONFORM TO ASTM
A. LUMBER SPECIES: ALASKAN YELLOW CEDAR (A.C.) CONFORMING
19. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO
PROTECT AND LOCATE, OR CONTACT AN OUTSIDE AGENCY TO LOCATE, ALL
CONCRETE STUCCO(EXISTING)
C-33. USE ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE
SHRINKAGE. THE MAXIMUM SIZE AGGREGATE IN CONCRETE WORK
TO 20E-V12
EXISTING UTILITIES REGARDLESS OF WHETHER OR NOT SHOWN HEREIN. THE
CONTRACTOR SHALL BEAR ALL EXPENSES FOR THE REPAIR OR REPLACEMENT
2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH
SHALL BE THE FOLLOWING:
B. STRENGTH PROPERTIES:
Fb BOTTOM FIBER BENDING STRESS 2000psi MIN.
OF UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE
STUCCO
Fb TOP FIBER BENDING STRESS 1000 si MIN.
P
EXECUTION OF WORK.
PRIMER - PRO MAR MASONRY CONDITIONER B-46-W21000
A. FOUNDATIONS & SLABS 9" OR LESS: 3/4" GRAVEL
TV SHEAR STRESS 190 si MIN.
P
TOPCOAT - SUPA-80 SERIES A-89 SATIN A-84 GLOSS
B. PIER CAISSON FOOTING: 1" GRAVEL.
/ERPAINT
Fc COMPRESSION STRESS PERPENDICULAR TO GRAIN 560psi MIN.
20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY
OF THE PROJECT SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE
E MODULUS ELASTICITY 1400kSi MIN.
JOB IS COMPLETED AND ACCEPTED BY SPRINT.
WOOD
6WATER: SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNT
.
C. CAMBER TO RADIUS OF 1600' U.O.N.
PRIMER - A-100 EXTERIOR ALKYD W0090 PRIMER Y-24W20
OF ACIDS, ALKALIS, ORGANIC MATERIALS AND SHALL BE SUITABLE
D. ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR GLUE.
TOPCOAT - 2 COATS A-100 LATEX HOUSE & TRIM SHEEN TO
FOR HUMAN CONSUMPTION.
E. MANUFACTURE OF GLB'S SHALL CONFORM TO THE UBC.
MATCH ADJACENT SURFACES
F. GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH ANSI/AITC
A190.1 AND ASTM D3737.
PLANS PREPARED FOR:
Sprint
15395 SE 30TH PL
BELLEVUE, WASHINGTON 98007
PLANS PREPARED BY:
INFINI Y G
FROM ZERO TO INFINIGY
the solutions are endless
50 116TH AVENUE SE, SUITE 210
BELLEVUE, WASHINGTON 98004
JOB NUMBER 674-001
ENGINEERING LICENSE:
09-24-18
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.
rSITE NAME:
EDMONDS
rSPRINT SITE #:
SITE ADDRESS: SE03XC552
100 2ND AVENUE SOUTH
EDMONDS, WA 98020
r SHEET DESCRIPTION:
SPECIFICATIONS & N4RE S u B
SHEET NUMBER:
2022
///��� CITY OF EDMONDS
T DEVELOPM NT SERVICES
DEPA TMENT
PLANS PREPARED FOR:
Sprint -)A
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 674-001
ENGINEERING LICENSE:
09-24-18
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.
r SITE NAME:
EDMONDS
r SPRINT SITE #:
SE03XC552
SITE ADDRESS:
100 2ND AVENUE SOUTH
EDMONDS, WA 98020
r SHEET DESCRIPTION:
OVERALL SITE PLRES U B
SHEET NUMBER:
2022
CITY OF EDMONDS
A 1 DEVELOPM NT SERVICES
DEPA TMENT
PLANS PREPARED FOR:
ENLARGED SITE PLAN KEYNOTES
REMOVE SPRINT EQUIPMENT LEASE
AREA WITHIN EXISTING PARKING GARAGE
1A REMOVE I SPRINT ANTENNAS AND
RRU'S ALPHA SECTOR) (SEE SHEET A-4)
REMOVE SPRINT ANTENNAS AND
B RRUS (BETA SECTOR) (SEE SHEET A-4)
C REMOVE SPRINT ANTENNAS AND
RRUS (GAMMA SECTOR) (SEE SHEET A-4)
REMOVE CHANGE SPRINT
HYBRID CABLE (TYP.)
REMOVE I SPRINT
EQUIPMENT CABINETS
EXISTING/NO CHANGE
BUILDING
EXISTING/NO CHANGE
ROOFTOP
EXISTING/NO CHANGE
PARKING GARAGE
REMAINS CHANGE
CARRIER ANTENNA (TYP.)
REMOVE CHANGE
8 CABLE TRAY (TYP.)
REMOVE CHANGE
9 DOGHOUSE
INFORMA770N CONTAINED WITHIN DRAWINGS
IS BASED ON PRONDED INFORMA7701V AND
IS NOT THE RESULT OF A FIELD SURVEY.
FOR ADD177ONAL STRUCTURAL INFORMA770N, REFER
TO POST MODIFICATIONS STRUCTURAL ANALYSIS
REPORT BY INFINIGY, DATED SEP7EMBER 21, 2018
REMOVE ALL SPRINT ANTENNAS, MOUNTS, LINES,
GROUND EQUIPMENT FROM PREMISES
_ _ _ _ _ _ _ _ _ _ — 4
ENLARGED SITE PLAN
REMOVE '
I � I
REMOVE --I
GRAPHIC SCALE
10' 5' 0 5' 10'
V D
NORTH SCALE: 22"x34" SHEET 1"= 5'
SCALE: 11"x17" SHEET 1"= 10'
SCALE: AS NOTED 1 1
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 674-001
- ENGINEERING LICENSE:
09-24-18
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.
r SITE NAME:
EDMONDS
r SPRINT SITE #:
SE03XC552
SITE ADDRESS:
100 2ND AVENUE SOUTH
EDMONDS, WA 98020
r SHEET DESCRIPTION:
ENLARGED SITE PLRE U %B
-SHEET NUMBER: 4 2022
///��� CITY OF EDMONDS
A_ / DEVELOPM NTSERVICES
DEPARTMENT
INTENTIONALLY BLANK
PLANS PREPARED FOR:
PROPOSED ELEVATION KEYNOTES
R�(TYPOIF
SPRINT NNVV-65C-4R ANTENNAS
3) TOTAL) - SEE SHEET A - 4
REMOVE I SPRINT 2500 MHz PANEL
1A ANTENNA TO REMAIN (TYP. OF (3) TOTAL)
EXISTING/NO CHANGE
BUILDING
REMOVE SPRINT 1900 RRU'S MOUNTED TO
EXISTING PIPE MOUNT (TYP. OF (3) TOTAL) - SEE SHEET A-4
REMOVE SPRINT 800 MHz RRUS (T)P.
3A OF (3) TOTAL) - SEE SHEET A-4
8REMOVE SPRINT 2500 MHz
RRU'S TO REMAIN (TYP. OF (3) TOTAL)
REMOVE SPRINT 800 MHz FILTERS
4 TYP. OF (3) TOTAL) - SEE SHEET A-4
5 REMOVE ROOFTOP ANTENNA FRAME W/
STRUCTURAL MODIFICA77ONS (TYP. ALL SECTORS)
SEE SHEET S-3 FOR MODIRCA77ON DETAILS)
REMAINS No CHANGE
PENTHOUSE
REMAINS /NO CHANGE
CARRIER ANTENNA (TYP.)
VNAS ti
—0' A4
1NG BUILDING 4
-0-0" AGLL
GRAPHIC SCALE
16' 8' 0 8' 16'
SCALE: 22"x34" SHEET 1"= 8'
SCALE: 11"x17" SHEET 1"= 16'
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 674-001
• ENGINEERING LICENSE:
09-2-4-18
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.
r SITE NAME:
EDMONDS
r SPRINT SITE #:
SE03XC552
SITE ADDRESS:
100 2ND AVENUE SOUTH
EDMONDS, NVA 98020
r SHEET DESCRIPTION:
ELEVATIONS RESU B
SHEET NUMBER:
2022
PROPOSED ELEVATION
SCALE: AS NOTED
CITY OF EDMONDS
A DEVELOPM NT SERVICES
DEPA TMENT
PLANS PREPARED FOR:
Sprint -)A
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 674-001
ENGINEERING LICENSE:
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.
r SITE NAME:
EDMONDS
r SPRINT SITE #:
SE03XC552
SITE ADDRESS:
100 2ND AVENUE SOUTH
EDMONDS, WA 98020
r SHEET DESCRIPTION:
ANTENNA PLANS R E � U B
RFSCHEDULE
SHEET NUMBER:
2022
CITY OF EDMONDS
A 4 DEVELOPM NT SERVICES
DEPA TMENT
PLANS PREPARED FOR:
EXIS77NG SPRINT PANEL ANTENNAS TO
BE OVED OF (3) TOTAL)
1A REMOVE SPRINT NNW-65C-4R 5
ANTENNAS (TYP. OF (3) TOTAL) � Z
B REMOVE SPRINT 2500 MHz
PANEL ANTENNAS TYP. OF (3) TOTAL) — \ 6
EXISTING/NO CHANGE
BUILDING
REMOVE SPRINT 1900 RRU'S MOUNTED
TO EXISTING PIPE MOUNT (TYP. OF (3) TOTAL)
3A REMOVE 2500 MHz RRU'S
TO REMAIN (TYP. OF (3) TOTAL)
REMOVE SPRINT 800 MHz
3B . OF (3) TOTAL)
RFMnVF SPRINT
2.5 GHz RADAR FILTER 3
4A REMOVE PRINT 800 MHz 4A
FILTERS (TYP. OF (3) TOTAL)
REMOVE REMOVE 3B
HYBRID CABLE (TYP.)
8
3A
EXISTING/NO CHANGE 1
6 CARRIER ANTENNA (TYP.) BETA SECTOR
REMOVE ROOFTOP ANTENNA FRAME W/ 1 g B1
STRUCTURAL MODIFICATIONS (TYP. ALL SECTORS) (AZ=165°)
(SEE SHEET S-3 FOR MODIFICA77ON DETAILS) BETA SECTOR 2
.CABLE TRAY (TYP.)
E
a�
NORTH = 0'
ANTENNA REMOVAL PLAN (BETA) NO SCALE 2
2
G1 A 7
(AZ=305°)
GAMMA SECTOR
REMOVE
3B
G2 3
(AZ=305°)
GAMMA SECTOR 4A
4
113
3A
8 /
5
a�
NORTH = 0°
ANTENNA REMOVAL PLAN (GAMMA) NO SCALE 1
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 674-001
md
ENGINEERING LICENSE:
09-24-18
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.
r SITE NAME:
EDMONDS
r SPRINT SITE #:
SE03XC552
SITE ADDRESS:
100 2ND AVENUE SOUTH
EDMONDS, WA 98020
r SHEET DESCRIPTION:
ANTENNA PLAN E S u B
SHEET NUMBER:
2022
CITY OF EDMONDS
A S DEVELOPM NT SERVICES
DEPA TMENT