Plans (379) PROJECT SCOPE _ SHEET INDEX
• 1. PROPOSED DECOMMISSION OF AN EXISTING verizoni
FEL, IVEerizon
TELECOMMUNICATIONS FACILITY FOR VERIZON. TiT1.0 TITLE SHEET
A1.0 OVERALL SITE PLAN
REMOVAL OF ALL ALTERATIONS,ADDITIONS, AUG 2 3 20 1 8 A2.0 ENLARGED SITE PLAN
AND IMPROVEMENTS ASSOCIATED WITH THE
VERIZON WIRELESS SITE-AND RESTORATION OF CITY OF TIGARD A2.1 EQUIPMENT PLAN
THE LEASED PREMISES TO ITS ORIGINAL
CONDITION,AS NEAR AS PRACTICABLE,SAVEA4thil
AND EXCEPT NORMAL WEAR AND TEAR AND 3UILDtNG DIVISION A3.0 ELEVATIONS BLACK ROCK
ACTS BEYOND VERIZONS CONTROL GN1.0 GENERAL NOTES
POR TUALATIN GN2.0 GENERAL NOTES
.�. 01, CAPITAL DESIGN SERVICE
6975 SW SANDBURG ST c: • 21 , aT~AYEE.61T° 2
•1111 OO LYM PIA,WA 9050620
�,— rip 360.915.6750
TIGARD, OR 97223 WWW.°APITAL°E3'G"SERV'°E=°°M
DECOMMISSION DRAWINGS
PROJECT CONTACTS PROJECT INFORMATION DRIVING DIRECTIONS
APPLICANT: SITE NAME: POR-TUALATIN FROM VERIZON OFFICE IN PORTLAND,OREGON: DRAWN BY: JL
VERIZON WIRELESS ADDRESS: 6975 SW SANDBURG ST
TIGARD,OR 97223 GET ON 1-84 W/US-30 W FROM NE 122ND AVE AND NE FREMONT ST CHECKED BY: BU
5430 NE 122ND AVE 6 MIN(2.4 MI)
PORTLAND,OR 97230JURISDICTION: CITY OF TIGARD DRAWING VERSION
PROPERTY OWNER: PARCEL#: W262492 FOLLOW 1-84 W/US-30 W AND 1-5 S TO SW DARTMOUTH ST IN TIGARD.TAKE EXIT 293 FROM I-5 S VER. DATE DESCRIPTION
WESTON HOLDING CO.LLC ZONING: CP(PROFESSIONAL COMMERCIAL) 17 MIN(14.9 MI)
1 08/20/18 CX DRAWINGS
C\O AMERICAN PROPERTY MANAGEMENT
PH:503.281.7779 LATITUDE: 45°25 17.76"N(45.4216°N) TAKE SW 72ND AVE TO YOUR DESTINATIONOFFICE COPY
LONGITUDE: -122°44'50.75"W(-122.747431°W) 5 MIN(1.2 MI)
SITE ACQUISITION AGENT:
BLACK ROCK CONSULTING GROUND ELEVATION: 230'-0"AMSL TOTAL MILES: 18.4 MILES •
PO BOX 1744 (E)STRUCTURE HEIGHT: 37'-0'
TUALATIN,OR 97062 TOTAL TIME: 27 MINUTES CITY OF TIGARD
- BRANDON CLOWER OCCUPANCY: U INFORMATION CONTAINED IN THIS SET OF DOCUMENTS LS
PH:503.208.5319 GROUP: VN REVIEWED FOR CODE COMPLIANCE PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN THAT • •
ZONING/PERMITTING AGENT: WHICH RELATES TO THE OWNER IS STRICTLY PROHIBITED. , LICENSER •
BLACK ROCK CONSULTING AppfOve • J GOVERNING CODES
TBOX 1744OT
TUUC;ALATIN,OR 97062 ` J
BRANDON CLOWER • Permit
2014 OREGON STRUCTURAL SPECIALITY CODE
PH:503.208.5319 Permit#: Amu pan I R -Q nQ.�,�11�� 2017 OREGON ELECTRICAL SPECIALTY CODE
CONSTRUCTION MANAGER: Address: Cn"�r/ moi-(4 hV t J / 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE
5430NE
VERIZON WIRELESS `7
5430 N122ND AVE Suite it:
PORTLAND,OR 97230 ,vv 2014 MECHANICAL SPECIALTY CODE
JOE ASHING �. �g./��" T
PH:503.408.3434 B `--iti' Late: ? -,33-1 c 2017 NFPA 70 NATIONAL ELECTRICAL CODE
VICINITY MAP LOCALIZED MAP •
2014 OREGON FIRE CODE
_ ac PertlandoreganT. 2012 INTERNATIONAL BUILDING CODE
`1F • •
A.D.A.COMPLIANCE • •
INSTALLATION IS UNMANNED/NOT FOR HUMAN PROJECT INFORMATION
HABITATION.HANDICAP ACCESS IS NOT REQUIRED
FLY 9 _... _ a F sn ... CorporaterVEeQ PER A.D.A.
m �9 � POR - TUALATIN
.off Enc] .a.�F.g
APPROVALS 6975 SW SANDBURG ST
c FINAL CONSTRUCTION DRAWINGS SIGN-OFF TIGARD,OR 97223
E
Z ••REVIEWERS SHALL PLACE INITIALS ADJACENT TO EACH • •
Q PROJECT�\ REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED. ♦ •
x AREA • SHEET TITLE
96o<,^a n CONSULTANT/PRINTED NAME SIGNATURE DATE
PROJECTR .r., „sq SITE ACQ.:
AREA ® TITLE SHEET
44,- Tigard "M'• chl PERMITTING:
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• •
I \ NOTES: ■
ADJACENT ZONING: I _ _ ADJACENT ZONING: 1. THE OVERALL SITE PLAN IS GENERATED FROM MULTIPLE SOURCES verizon
C-P C-P \ INCLUDING,BUT NOT LIMITED TO,GIS MAPS,AERIAL MAPS,PHOTOS,
- - I - IMAGES,AND TOPOGRAPHIC SURVEY(IF PROVIDED).
— I \
I \ ti
1 \ !f /ail
1 I ti BLACK ROCK
I ` ,—
...
} I \ ,` ;:Y�;E CAPITAL DESIGN SERVICES
OLYMPIA.WA 93506
I` I \ ! -.ilk
ADJACENT ZONING: 360 915 6 5O
ami.-
I-P www CAP TALDES CNSERV CCS.COIN
1
I \
(E)BUILDING(TYP)
G DRAWN BY: JL
I `(E)PARKINLOT 7 CHECKED BY: BU ,
f \ • DRAWING VERSION •
( \ VER. DATE DESCRIPTION
PARCEL#:W262492 1 08/20/18 CX DRAWINGS
ZONING: C-P
PROJECT AREA
, 7...
SEE A2.0
9 Q a o
f Q ❑ \ J` Iw. LICENSER
L I I a -- -1 y
(E)PARKING � a ❑ ®®®® ,
INGRESS&EGRESS FROM LOT ❑ ®®�® ❑ (E)SUBJECT `�
SW SANDBURG STREET !!! (E)PROPERTY LINE I BUILDING
- - - - - - - - (PRIMARY PARCEL),TYP ❑ ❑ E Oj
a
ci3 <9
- - - - - - - __� —d J GA
C I (E)PROPERTY LINE (E)PARKING \ PROJECT INFORMATION .
ADJACENT ZONING: \
XI I-P (E)PARKING (ADJACENT PARCEL),TYP LOT
0 LOT ADJACENT ZONING:
�'1 I /// C P ADJACENT ZONING: \ POR - TUALATIN
AD I I C-P \\ 6975 SW SANDBURG ST
TIGARD,OR 97223
M
I I N
SHEET TITLE •
/ / ' fA% OVERALL SITE PLAN
41.7 . .
SHEET NO. ,
11 X 17 SCALE:1"=60'-0" 0' 30' 60' 120' Al .0
1 OVERALL SITE PLAN • t�• '
22 X 34 SCALE:1"=30'-0" m J'� 'J '-
•
..
.., -NNNNNNNNNNN. .
\ verizon"
\\‘‘, ii4ii
(E)PANEL ANTENNAS A
(OTHER CARRIER,TYP)
B LACK ROCK
/
(E)VERIZON PANEL ANTENNAS, \
ANCILLARY EQUIPMENT&ROOFTOP ASA
MOUNT TO BE REMOVED-CURBS LEFT IN / \\ ,
PLACE.SEE ROOFING NOTE -THIS SHEET W W W W1 ii? WI Wj \ ��. -.,. CAPITAL DESIGN SERVICES
-REGARDING ROOF REPAIR IF REQ'D (E)PANEL ANTENNAS \ ��, a, „AVE E SUITE
/ (OTHER CARRIER) . "NM OLYMPIA.WA 90606ZD
360.915.6750
r \ WWW.CAPITALD E01G N6 ERVICE0.CC1-I
/ A
\_
(E)HVAC EQUIP(TYP) ��
�fy� I
)E)VERIZON ROOFTOP DOGHOUSE ��
` _ _ _ CABLE PORT TO BE REMOVED AND
j-' ` 7 I INSTALL A NEW ROOF ACCESS
/ - HATCH TO BE SELECTED BY OTHERS I
,........../.1 (NOT PART OF THIS PROJECT SCOPE) \
(E)CABLES,CABLE TRAYS,AND
SLEEPERS TO BE REMOVED.SEE \ DRAWN BY: JL
ROOFING NOTE:
OUTLINE OF(E)VERIZON — —,— — _ ROOFING NOTE-THIS SHEET- ANY AND ALL ROOF REPAIR REQUIRED AS A \ CHECKED BY: BU
EQUIPMENT ROOM ON a +\ REGARDING ROOF REPAIR IF REQ'D RESULT OF THE REMOVAL OF THE EQUIPMENT
THIRD FLOOR (E)ROOFTOP IN THIS PROJECT TO BE PERFORMED BY •
DRAWING VERSION '
(ROOM 360) SKYLIGHTS ROOFER SELECTED AND CONTRACTED BY VER. DATE DESCRIPTION
i �i THE LANDLORD UNDER SEPARATE \
CONTRACT-NOT PART OF THIS PROJECT. \ 1 08/20/18 CX DRAWINGS
- a (E)ROOFTOP
XXX
``
X X • •
1/ \J/ \X" \ (E)SUBJECT L(E)PARKING • LICENSER ,
BUILDING LOT
(E)PANEL ANTENNAS \\ ///
(OTHER CARRIER) �/\ - ' i
a
r��4 \
(E)GENERATOR TO BE REMOVED. v \
REMOVE GENERATOR,CONCRETE PAD, \
1 LANDSCAPING,FENCE AND ALL OTHER
a (E)VERIZON PANEL ANTENNAS, ITEMS RELATED TO THE GENERATOR.CAP
ANCILLARY EQUIPMENT&ROOFTOP OFF UNDERGROUND LINES AND LEAVE 0�
MOUNT TO BE REMOVED-CURBS THEM IN PLACE 0
I LEFT IN MACE.SEE�� - THIS SHEET-REGARDING
ROOFNG OTE - ��� ����
�� �• REPAIR IF REQ'D
a �� �. �� �` '� PROJECT INFORMATION '
W. � �� •
`1 (E)ROOFTOP ACCESS HATCH �� •
L 4�
,.
�� .� (E)PANEL ANTENNAS L, POR - TUALATIN
(OTHER CARRIER)
a (E)VERIZON PANEL ANTENNAS, G 6975 SW SANDBURG ST
)E)PANEL ANTENNAS ANCILLARY EQUIPMENT&ROOFTOP (E)GAS METER TO BE REMOVED.CONTRACTOR TO (E)UNDERGROUND CONDUITS TIGARD,OR 97223
(OTHER CARRIER) MOUNT TO BE REMOVED-CURBS LEFT IN CAP(E)UNDERGROUND LINES AND LEAVE IN TO BE CAPPED OFF AT THE
PLACE.SEE ROOFING NOTE -THIS SHEET- PLACE.CONTRACTOR TO COORDINATE METER ENDS AND LEFT IN PLACE
REGARDING ROOF REPAIR IF REQ'D REMOVAL WITH UTILITY COMPANY N • •
•
SHEET TITLE •
d d d d d d d d d d d d d d d
, ENLARGED SITE PLAN
I
•
I
SHEET NO. 4
I
11X17 SCALE:1/16"=1'-0" 0' 8' 16' 32' A2.O
1 ENLARGED SITE PLAN22X34SCALE:1/32"=1'-0" .•���
(E)ACCESS DOOR TO BE
verizon
REMOVED AND REPLACED
SEE NOTE 5
O E TRANSFER SWITCHV 1;i/I
TO BE REMOVED BLACK ROCK
SEE NOTE 6
(E)MAIN DISCONNECT DEMOLITION NOTES:
TO BE REMOVED „..
EMOVEDCAPITAL DESIGN SERVICES
(E)HALON TANK — REMOVE ALL VERIZON EQUIPMENT,INCLUDING z, z
TO BE REMOVED a�BUT NOT LIMITED TO;ALL EQUIPMENT& 060 915 6750
EQUIPMENT CABINETS,SEISMIC BRACING,
WWW.OAP r LOSS ONSEa 00s 00M
— TRANSFER SWITCH,ELECTRICAL AND CONTROL ,
PANELS,FM200 TANK AND ALL OTHER VERIZON
FIRE SUPPRESSION EQUIPMENT.
41111
(E)TELCO BOARD 2. ALL SERIALIZED EQUIPMENT INCLUDING THE
TO BE REMOVED GENERATOR TO BE SENT TO SSF.
3. ALL SURFACE MOUNTED CONDUITS&
(E)TELCO ENTRY PORT
TO BE REMOVED J,
RECEPTACLES TO BE REMOVED,AND ORIGINAL
ROOM RECEPTACLES TO BE REPLACED.
(E)SURGE PROTECTOR •
TO BE REMOVED 4. ALL BATTERIES TO BE PROPERLY DISPOSED OF. DRAWN BY: JL
// DEATH CERTIFICATES MUST BE OBTAINED AND CHECKED BY: BU •
(E)G1 PANEL PROVIDED TO VERIZON CE • DRAWING VERSION
TO BE REMOVED 5. REPLACE DOOR WITH(N)WOOD DOOR TO '
MATCH OTHER(E)OFFICE DOORS IN THE VER. DATE DESCRIPTION
(E)GENERATOR RECEPTACLE BUILDING. 1 08/20/18 CX DRAWINGS
TO BE REMOVED
6 LIGHTING POWER
BE MOVED OVER TO BE
(E)VERIZON RACK FED
R.
TO BE REMOVED
(E)VERIZON POWER RACK
TO BE REMOVED • •
LICENSER
(E)VERIZON RACK
TO BE REMOVED
(E)VERIZON CABINET (E)HVAC UNIT
TO BE REMOVED TO BE REMOVED
(E)VERIZON CABINET
TO BE REMOVED
(E)VERIZON BATTERY RACK II
TO BE REMOVED
SEE NOTE 4 (E)VERIZON RACK PROJECT INFORMATION
TO BE REMOVED
(E)VERIZON RACK POR - TUALATIN
TO BE REMOVED
6975 SW SANDBURG ST
TIGARD,OR 97223
•
N •
SHEET TITLE •
At EQUIPMENT PLAN
'.V •
SHEET NO.
11 X 17 SCALE:1/4"=1'-0" 0' 2' 4' 8' A2. 1
1 ENLARGED SITE PLAN 22x34 SCALE:1/2”=1-0" ' -
•
(E)VERIZON PANEL ANTENNAS,ANCILLARY verizonv
EQUIPMENT&ROOFTOP MOUNT TO BE
REMOVED-CURBS LEFT IN PLACE.SEE
ROOFING NOTE -THIS SHEET-REGARDING
ROOF REPAIR IF REQ'D (E)OTHER CARRIER ANTENNAS
Odi(E)OTHER CARRIER ANTENNA TIP HEIGHTII J
47'-0"
(E)TOP OF VERIZON PANEL ANTENNAS (E)HVAC EQUIP(TYP) �11 T BLACK ROCK
rZifl
43'-0" II I I I I I I II R'f I I I`�(E)VERIZON PANEL ANTENNAS,ANCILLARY
— u——� 0 i 1J EQUIPMENT&ROOFTOP MOUNT TO BE
pii E TOP OF PARAPET � I i(E)
/p REMOVED-CURBS LEFT IN PLACE.SEE
O JJ ^ �Z P ROOFING NOTE -THIS SHEET-REGARDING
3T-0" — — "��� o — J` ROOF REPAIR IF REQ'D 31 <TI,AVE E,SUITE S
\ . -... CAPITAL DESIGN SERVICES
L.
�O.
'gni OLYMPIA,WA 96S062D
(E)OTHER CARRIER ANTENNAS (E)OTHER CARRIER ANTENNAS .._ Air 360,16.6050 WWW CAPIT
MEM, ALDESIGNSCRVICES.COM
ROOFING NOTE:
ANY AND ALL ROOF REPAIR REQUIRED AS A
RESULT OF THE REMOVAL OF THE EQUIPMENT
(E)BUILDING IN THIS PROJECT TO BE PERFORMED BY
ROOFER SELECTED AND CONTRACTED BY
THE LANDLORD UNDER SEPARATE (DRAWN BY: JL
CONTRACT-NOT PART OF THIS PROJECT.
CHECKED BY: BU
DRAWING VERSION
oik(E)GRADE VER. DATE DESCRIPTION
0,-0" 1 08/20/18 CX DRAWINGS
11X17 SCALE:1/16"=1'-0" 0' 8' 16' 32'
1 EXISTING ELEVATION22 X34 SCALE:1/32'.=1'-0" maims� N
,
• II
LICENSER
(E)OTHER CARRIER ANTENNAS ii
di( E)OTHER CARRIER ANTENNA TIP HEIGHT
47'-0"
r(E)HVAC EQUIP(TYP)
di 3E7,TOOP OF PARAPET 1 riI I� ^ P - - Q _
(E)OTHER CARRIER ANTENNAS PROJECT INFORMATION ,
(E)OTHER CARRIER ANTENNAS—/
POR - TUALATIN
6975 SW SANDBURG ST
TIGARD,OR 97223
(E)BUILDING-
SHEET TITLE
ELEVATIONS
di(E)GRADE 1 •
0'-0" SHEET NO. ,
11X17 SCALE:1/16"=1'-0" 0' - :' 16' 3' A 3.Q
2 •PROPOSED ELEVATION 22X34 SCALE:1/32"=1'-0"
GENERAL CONSTRUCTION NOTES SITE WORK NOTES verizon
..
1. ALL WORK SHALL ADHERE TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE(LATEST EDITION),AND ALL 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES,UNLESS OTHERWISE NOTED. 9. IN ALL AREAS TO RECEIVE FILL,REMOVE ALL VEGETATION,TOPSOIL,DEBRIS,WET AND
UNSATISFACTORY SOIL MATERIALS,OBSTRUCTIONS,AND DELETERIOUS MATERIALS FROM GROUND
OTHER APPLICABLE CODES AND ORDINANCES AS REQUIRED BY THE JURISDICTION. 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. SURFACE.PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4
.. HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE.
2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND THE CARRIER 3. SIZE,LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY
INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES(LATEST REVISION).SPECIFICATIONS ARE THE NOTED AND PLACED ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED
RULING DOCUMENTS,AND ANY DISCREPANCIES BETWEEN THE SPECIFICATIONS AND THESE DRAWINGS ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. FOR THE FILL MATERIAL,SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED,PULVERIZE,
d)hik
SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD(EOR)PRIOR TO PROCEEDING WITH
EXISTING UTILITIES,FACILITIES,CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN MOISTURE-CONDITION AND/OR AERATE THE SOILS AND RE-COMPACT TO THE REQUIRED DENSITY
4.
CONSTRUCTION. PLOTTED FROM AVAILABLE RECORDS.THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY PRIOR TO PLACEMENT OF FILLS.
BLACK K
WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE
3. THE DRAWINGS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE MANNER OF THEIR REMOVAL OR ADJUSTMENT.CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING 11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING
ONLY,UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT AND EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONSTRUCTION OPERATIONS,REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL
APPURTENANCES,AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED.ALL
WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES.
4. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE �� -.� CAPITAL DESIGN SERVICES
THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF.FIELD CONDITIONS 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START z, YTMP AVE ,SUITE z
INCLUDING DIMENSIONS,AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN IN THE OF CONSTRUCTION.ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE CONDITION THAT ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER,OR OTHER DELETERIOUS C�i�� E
DRAWINGS PRIOR TO PROCEEDING WITH CONSTRUCTION,IS REQUIRED. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION,AND NO MATERIALS ARE REMOVED PRIOR TO REUSE.FURNISH ANY ADDITIONAL GRAVEL RESURFACING �'.m WW DDL360.915.6750 O620
FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. .` Ir
BROUGHT TO THE ATTENTION OF THE EOR PRIOR TO THE COMMENCEMENT OF WORK.NO COMPENSATION ARCHITECT/ENGINEER.FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED �■.4 , W.CAPITALDESISNSERVICES.000
WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. AT HIS/HER OWN RISK AND EXPENSE. 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE
ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED.ANY LOOSE OR
5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED.SPACING BETWEEN EQUIPMENT IS 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB
REQUIRED CLEARANCE.THEREFORE,IT IS CRITICAL TO FIELD VERIFY DIMENSIONS,AND SHOULD THERE BE ANY CONSTRUCTION. GRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL.GRAVEL
QUESTIONS REGARDING THE CONTRACT DOCUMENTS,EXISTING CONDITIONS AND/OR DESIGN INTENT,THE ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE.
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK. SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK.
14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS
6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT.MODIFICATIONS MAY BE REQUIRED TO SUIT JOB 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO WILL OPERATE.
DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. EXISTING GRADES AT THE GRADING LIMITS.
15. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS
7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING,AND SHALL RECEIVE IN WRITING AUTHORIZATION 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS,UTILITIES,ETC.,SHALL BE NEGLIGENCE SHALL BE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO
TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADDITIONAL COST TO THE CONTRACT. BY: JLCONTRACT DOCUMENTS. ADMINISTRATION(OSHA)REQUIREMENTS. (DRAWN
CHECKED BY: BU
16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID.
10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95%OF MAXIMUM STANDARD EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS
8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND PROCTOR DRY DENSITY. APPROVED BY GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. DRAWING VERSION •
ATTENTION.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,
TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH 17. FOUNDATION DESIGN IS BASED UPON 1,500 PSF ALLOWABLE BEARING PRESSURE.INDEPENDENT VER. DATE DESCRIPTION
UNDER CONTRACT,UNLESS OTHERWISE NOTED. APPROVED CLEAN FILL AND COMPACTED TO 95%OF STANDARD PROCTOR DENSITY. SOILS TESTING BY A LICENSED GEOTECHNICAL ENGINEER IS STRONGLY RECOMMENDED TO VERIFY
1 08/20/18 CX DRAWINGS
9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA,ADJACENT AREAS AND 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS.THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE
SOIL BEARING CAPACITY,SLOPE STABILITY,AND ALL OTHER APPLICABLE SOILS PARAMETERS.
BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT.WORK PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE.
SHALL CONFORM TO ALL OSHA REQUIREMENTS. 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE STRUCTURAL STEEL NOTES
PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER.
4. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS&GROUNDS AND
SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. 14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS,THRASH, 1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL
WEEDS,BRUSH OR ANY OTHER DEPOSITS WILL REMAIN.ALL MATERIALS COLLECTED DURING CLEANING OF STEEL CONSTRUCTION.STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS
11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. INDICATED BELOW:
RELATE TO RADIO EQUIPMENT,ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE W-SHAPES:ASTM A992,50 KSI • •
PROTECTED BY THE GENERAL CONTRACTOR. ANGLES,BARS CHANNELS:ASTM A36,36 KSI4 •
12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS HSS SECTIONS:ASTM 500,46 KSI LICENSER
RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY PIPE SECTIONS:ASTM A53-E,35 KSI
REGULATIONS TAKE PRECEDENCE. COMPANY,TELEPHONE COMPANY,AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS
LOCATION. 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED.
13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES,EQUIPMENT,IMPROVEMENTS,PIPING ETC.
AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL
14. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES,OR FOUNDATION, EXCAVATION AND BACKFILL NOTES CONFORM TO AISC.WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE
PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS,PIPE RUNS,ETC.,MUST BE CLEARLY UNDERSTOOD PER TABLE J2.4 IN THE AISC"MANUAL OF STEEL CONSTRUCTION".PAINTED SURFACES SHALL
THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO,CUT OR DAMAGED UNDER ANY CIRCUMSTANCES 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. BE TOUCHED UP.ALL WELDING SHALL BE PERFORMED IN AN APPROVED SHOP.
(UNLESS NOTED OTHERWISE).LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND
THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, 4. ALL BOLTS FOR STEEL TO STEEL CONNECTIONS TO BE PER ASTM A325.HOLES TO BE 1/16"DIA.
SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE,UNSUITABLE MATERIAL OR FROZEN SOILS, LARGER THAN BOLT,U.N.O.
15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND AND WITHOUT THE PRESENCE OF POUNDING WATER.DEWATERING FOR EXCESS GROUND WATER SHALL
BLEND IN WITH ADJACENT SURFACES. BE PROVIDED WHEN REQUIRED.COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL 5. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/813 ASTM A 307 BOLTS
NOT BE LESS THAN 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN UNLESS NOTED OTHERWISE.
16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L.LISTED AND FIRE CODE APPROVED MATERIALS. ACCORDANCE WITH ASTM D1557.
3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL.IF 6. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT.
17. KEEP CONTRACT AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS,AND RUBBISH.EQUIPMENT INADEQUATE •
BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH,THE • ,
NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED.LEAVE PREMISES IN UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH 7. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL CONFORM TO MANUFACTURER'S
CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY NATURE.CONTRACTOR MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH RECOMMENDATION FOR EMBEDMENT DEPTH AND DIAMETER.LOCATE AND AVOID CUTTING PROJECT INFORMATION
SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION.CRUSHED STONE MAY BE USED TO EXISTING REBAR OR TENDONS WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS OR
STABILIZE THE BOTTOM OF THE EXCAVATION.ANY STONE SUB BASE MATERIAL,IF USED,SHALL NOT CONCRETE WALLS.
18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE.
RECOMMENDATIONS. 8. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALL BE PER ICC& POR - TUALATIN
4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION,TRASH,DEBRIS, MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES.THIRD PARTY SPECIAL
19. ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE AND SO FORTH PRIOR TO BACK FILLING.BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS INSPECTION IS REQUIRED FOR CONCRETE EXPANSION ANCHORS(I.E.SIMPSON 6975 SW SANDBURG ST
EXEARTH,LOAM SANDY CLAY,SAND AND GRAVEL,OR SOFT SHALE,FREE FROM CLODS OR LARGE
AT POINTS HI THE WORK,SHALL BE REMOVED EXECUTIONT CAPPED,THE WORK,OGED OR OTHERWISE APPROVALOOF STONES OVER 2 1/2"MAX DIMENSIONS.ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS. STRONG-BOLT 2 WEDGE ANCHORS PER ESR-3037).INSTALLATION OF WEDGE ANCHORS IN TIGARD,OR 97223
AT POINTS WHICH WILL NOT INTERFERE WITH THE OF SUBJECT TO THE OF MASONRY IS NOT PERMITTED.
THE ENGINEER. 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6"THICK LIFTS BEFORE
20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL COMPACTION.MOD FIEED PROCTOR MAXIMUM DRY DENSITY OR OIL AND
ACOCORDANDCE WTO ITHH ASTM D 557.OT LESS THAN 5%OF •
MEASURES,IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR SPECIAL INSPECTION NOTES
STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCALSHEET TITLE
6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING. NO SPECIAL INSPECTIONS REQUIRED.
REGULATORY AUTHORITIES.
7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING GENERAL NOTES
21. LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE.DARK SHADED LINES AND NOTES WATER.THE FINAL(FINISH)ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS
REPRESENT THE SCOPE OF WORK FOR THIS PROJECT.CONTRACTOR SHALL VERIFY IF EXISTING FROM THE CENTER.FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE
CONSTRUCTION IS COMPLETE.CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS THAT FINAL FINISH GRADE ELEVATIONS.PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS
DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. WHERE REQUIRED. • •
•
22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR THE 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC SHEET NO.
ELECTRICAL SERVICE UPGRADE.IN ADDITION,CONTRACTOR SHALL PROVIDE ALL NECESSARY TYPE:TYPAR-3401 AS MANUFACTURED BY"CONSTRUCTION MATERIAL 1-800-239-3841"OR AN
COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION APPROVED EQUIVALENT,SHOWN ON PLANS.THE GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO
AUTHORITIES. CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE G
FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER.ALL FABRIC SHALL I 1 ••O
23. CONTRACTOR TO VERIFY ALL ASPECTS OF THE EXISTING STRUCTURE FOR CONFORMITY WITH THE VALUES BE COVERED WITH A MINIMUM OF 4"DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED.I.E.FDOT I V I
SHOWN IN THESE DRAWINGS AND NOTIFY THE E.O.R.IF ANY DISCREPANCIES ARE FOUND.ALL ELEMENTS OF TYPE No.57 FOR FENCED COMPOUND:FDOT TYPE No.67 FOR ACCESS DRIVE AREA.
EXISTING STRUCTURE TO REMAIN UNDISTURBED,U.N.O.
DRAWING ABBREVIATIONS
■ .,.
. AFF ABOVE FINISH
LINEAR FEET .
. .
,.
. AGL ABOVE GRADE LOEVEL OK LMAX MAXIMUM Ver�Z011
AWG AMERICAN WIRE GAUGE MECH MECHANICAL
AC AIR CONDITIONING MFR MANUFACTURER •
ADJ ADJUSTABLE MGR MANAGER �'.
APPROX APPROXIMATELY MIN MINIMUM
AZ AZIMUTH MISC MISCELLANEOUS BLACK ROCK
BLDG BUILDING MTL METAL
CM CONSTRUCTION MANAGER MTZL METALIZE(D) ' Ammo•
.. -, CAPITAL DESIGN SERVICES
CAB CABINET MW MICROWAVE • 21 z
'UU1\ OLYMPIA,WA 98506zO
CL CENTERLINE NEC NATIONAL ELECTRICAL CODE �� �i o 1 360.91 5.6950
EN NW WWW.CAPITALDESIGNBERVICES.COM
CLG CEILING (N) NEW
CLR CLEAR NIC NOT IN CONTRACT
CO COPPER NTS NOT TO SCALE
CONC CONCRETE N/A NOT APPLICABLE
COND CONDUIT OC ON CENTER
CONST CONSTRUCTION OD OUTSIDE DIAMETER
DRAWN BY: JL
CONT CONTINUOUS OP OVERHEAD POWER `CHECKED BY: BU
DEMO DEMOLISH OT OVERHEAD FIBER
DRAWING VERSION
DIA DIAMETER OPP OPPOSITE
VER. DATE DESCRIPTION
DIM DIMENSION PL PROPERTY LINE 1 08/20/18 CX DRAWINGS
DN DOWN PLYWD PLYWOOD
DTL DETAIL PM PROJECT MANAGER
DWG DRAWING PROP PROPERTY
•
EA EACH PT PRESSURE TREATED
ELECT ELECTRICAL RO ROUGH OPENING • •
ELEV ELEVATION ROW RIGHT OF WAY LICENSER
EOR ENGINEER OF RECORD RRU/RRH REMOTE RADIO UNIT
EQ EQUAL REQ REQUIRED
EQUIP EQUIPMENT SBTC SOLID BARE TINNED COPPER
(E) EXISTING SF SQUARE FEET
EXT EXTERIOR SHT SHEET
FIN FINISH SPEC SPECIFICATION
FLR FLOOR SQ SQUARE
FT FOOT,FEET SS STAINLESS STEEL
GA GAUGE STL STEEL • •
•
GALV GALVANIZED STRUCT STRUCTURE,STRUCTURAL PROJECT INFORMATION ,
GC GENERAL CONTRACTOR TOC TOP OF CONCRETE I II
GWB GYPSUM WALL BOARD TOM TOP OF MASONRY POR - TU ALA IT I N
GR GRADE THRU THROUGH 6975 SW SANDBURG ST
GRND GROUND TNND TINNED TIGARD,OR 97223
HVAC HEATING,VENTING&AIR TYP TYPICAL
CONDITIONING
• •
HORIZ HORIZONTAL UG UNDERGROUND
SHEET TITLE
HT HEIGHT UNO UNLESS NOTED OTHERWISE
IBC
INTERNATIONAL BUILDING UP UNDERGROUND POWER
CODE GENERAL NOTES
ID INSIDE DIAMETER OF UNDERGROUND FIBER
IN INCH VIF VERIFY IN FIELD • •
•
INSUL INSULATION VERT VERTICAL SHEET NO.
INT INTERIOR WP WATERPROOF
JBOX JUNCTION BOX • W/ WITH G N 2•O
LB(S) POUND(S) W/O WITHOUT
•
- PROJECT SCOPE SHEET INDEX
4 1. PROPOSED DECOMMISSION OF AN EXISTING verizon
RECEIVEverizonl
TELECOMMUNICATIONS FACILITY FOR VERIZON. T1.0 TITLE SHEET
� A7.0 OVERALL SITE PLAN
REMOVAL OF ALL ALTERATIONS,ADDITIONS, A2.0 ENLARGED SITE PLAN
AND IMPROVEMENTS ASSOCIATED WITH THE AUG 2 3 2018
VERIZON WIRELESS SITE-AND RESTORATION OF A2.1 EQUIPMENT PLAN
THE LEASED PREMISES TO ITS ORIGINAL
CONDITION,AS NEAR AS PRACTICABLE,SAVE �' OF TIGARD
ARD A3.0 ELEVATIONS
AND EXCEPT NORMAL WEAR AND TEAR AND Ili I BLACK ROCK
ACTS BEYOND VERIZONS CONTROL BUILDING DIVISION GN1.0 GENERAL NOTES
POR T U A LATIN GN2.0 GENERAL NOTES
.. -�! CAPITAL DESIGN SERVICES
6975 SW SANDBURG ST �` 2101 aTM AVE E 20
. 0 9TH A.WA 99850 8506
...\
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,` VII 360.915.6750
TIGARD, OR 97223 .... WWW.CAPITALOESIGNSERVICES COM
DECOMMISSION DRAWINGS
PROJECT CONTACTS PROJECT INFORMATION DRIVING DIRECTIONS
APPLICANT: SITE NAME: POR-TUALATIN FROM VERIZON OFFICE IN PORTLAND,OREGON: DRAWN BY: JL
VERIZON WIRELESS ADDRESS: 6975 SW SANDBURG ST
TIGARD,OR 97223 GET ON 1-84 W/US-30 W FROM NE 122ND AVE AND NE FREMONT ST CHECKED BY: BU
5430 NE 122ND AVE 6 MIN(2.4 MI)
PORTLAND,OR 97230JURISDICTION: CITY OF TIGARD DRAWING VERSION
PROPERTY OWNER: PARCEL#: W262492 FOLLOW 1-84 W/US-30 W AND 1-5 S TO SW DARTMOUTH ST IN TIGARD.TAKE EXIT 293 FROM I-5 S VER. DATE DESCRIPTION
WESTON HOLDING CO.LLC ZONING: CP(PROFESSIONAL COMMERCIAL) 17 MIN(14.9 MI)
1 08/20/18 CX DRAWINGS
C\O AMERICAN PROPERTY MANAGEMENT
PH:503.281.7779 LATITUDE: 45°25'17.76"N(45.4216°N) TAKE SW 72ND AVE TO YOUR DESTINATION
LONGITUDE: -122°44'50.75"W(-122.747431°W) 5 MIN(1.2 MI)
SITE ACQUISITION AGENT:
BLACK ROCK CONSULTING GROUND ELEVATION: 230'-0"AMSL TOTAL MILES: 18.4 MILES
PO BOX 1744 (E)STRUCTURE HEIGHT: 37-0'
TOTAL TIME: 27 MINUTES
TUALATIN,OR 97062
BRANDON CLOWER OCCUPANCY: U THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS
PH:503.208.5319 GROUP: VN PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN THAT
WHICH RELATES TO THE OWNER IS STRICTLY PROHIBITED.
ZONING/PERMITTING AGENT: •
BLACK ROCK CONSULTING LICENSER
GOVERNING CODES
PO BOX 1744
TUALATIN,OR 97062
BRANDON CLOWER 2014 OREGON STRUCTURAL SPECIALITY CODE
PH:503.208.5319
2017 OREGON ELECTRICAL SPECIALTY CODE
CONSTRUCTION MANAGER:
VERIZON WIRELESS 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE
5430 NE 122ND AVE
PORTLAND,OR 97230 2014 MECHANICAL SPECIALTY CODE
JOE ASHING
PH:503.408.3434 2017 NFPA 70 NATIONAL ELECTRICAL CODE
VICINITY MAP LOCALIZED MAP 2014 OREGON FIRE CODE
uY Portland Oregon Tc 2012 INTERNATIONAL BUILDING CODE
•
IN.! n,ypare �r nR I
A.D.A.COMPLIANCE
« 0 1 INSTALLATION
IS HANDICAPMNNED/SIS NOT
NOT REQUIRED
PROJECT INFORMATION
HABITATION.
iFLV 9 6 swr°n.m GbrporateionBePark II Q
Triangle PER A.D.A.
I POR — TUALATIN
Lke • �„ a<,�. APPROVALS
eag m,s 6975 SW SANDBURG ST
TIGARD,OR 97223
FINAL CONSTRUCTION DRAWINGS SIGN-OFF
q I E "REVIEWERS SHALL PLACE INITIALS ADJACENT TO EACH 1 e
° �I y
s y PROJECT REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED.
,..
AREA SHEET TITLE
PROJECT a ••..,.,o
-.,
CONSULTANT/PRINTED NAME SIGNATURE DATE
—
AREA 3 sW,-<^'s� SITE TITLE SHEET
,-----„,-- —s��s, Tigard Cm PERMITTING:
18� sn "--""
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I \ NOTES: ■
ADJACENT ZONING: ADJACENT ZONING: \ 1. THE OVERALL SITE PLAN IS GENERATED FROM MULTIPLE SOURCES verizon
C-P C-P
INCLUDING,BUT NOT LIMITED TO,GIS MAPS,AERIAL MAPS,PHOTOS,
_ — — I—
- IMAGES,AND TOPOGRAPHIC SURVEY(IF PROVIDED).
I I \ 'S--
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CAPITAL DESIGN SERVICESz
ADJACENT ZONING: I , www AP 360 5 675 ES IoM
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(E)BUILDING(TYP) Li /r
7(E)PARKING DRAWN BY: JL
LOT `CHECKED BY: BU ,
I !!! \ DRAWING VERSION
VER. DATE DESCRIPTION
' PARCEL#:W262492 1 08/20/18 CX DRAWINGS
ZONING: C-P
PROJECT AREA
i
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1 0 0
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s
I �■ ❑ ❑ 111 I❑ LICENSER
LE PARKING I I ❑
I O LOT f a ❑❑I ®®❑® /
1 INGRESS&EGRESS FROM /f/ i IJ ®®®® (E)SUBJECT `
/ SW SANDBURG STREET (E)PROPERTY LINE BUILDINGlf
(/ — — — — — — — (PRIMARY PARCEL),TYP I ❑ D El
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I (E)PROPERTY LINE7(E)PARKING \ PROJECT INFORMATION
ADJACENT ZONING: 7 \
I-P (E)PARKING (ADJACENT PARCEL),TYP � LOT
OLOT ADJACENT ZONING:
I fff C P I ADJACENT ZONING: \\ POR - TUALATIN
XJ I I C-P \ 6975 SW SANDBURG ST
rrlm V TIGARD,OR 97223
I N • SHEET TITLE •
I I% OVERALL SITE PLAN
I.,
SHEET NO.
11 X 17 SCALE:1"=60'-0" 0' 30' 60' 120' A 1 .0
1 OVERALL SITE PLAN 22X34SCALE:1"=30'-0" ••m•='' ':T'. : °*
s‘ ,
. ,
, ,
verizon ,,
/
\ ..NNNN\
(E)PANEL ANTENNAS \\
(OTHER CARRIER,TYP) �� diA
BLACK POCK(E)VERIZON PANEL ANTENNAS, \
ANCILLARY EQUIPMENT&ROOFTOP / \A
MOUNT TO BE REMOVED-CURBS LEFT IN \ ������
PLACE.SEE ROOFING NOTE -THIS SHEET ci L R �1 R I R ,�., _•� CAPITAL DESIGN SERVICES
REGARDING ROOF REPAIR IF REQ'D (E)PANEL ANTENNAS \ • 319T.AVE E SUITE a
/ (OTHER CARRIER) IS
OLYMPIA,WA 9850630
�,_ •• 360.915.6'15D
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el, (E)HVAC EQUIP(TYP) \
\\N
/ If� (E)VERIZON ROOFTOP DOGHOUSE -' "
/ _ _ CABLE PORT TO BE REMOVED AND
j \ -1 INSTALL A NEW ROOF ACCESS \
HATCH TO BE SELECTED BY OTHERS \
- //// ( (NOT PART OF THIS PROJECT SCOPE) 1 N
\\
(E)CABLES,CABLE TRAYS,AND
f SLEEPERS TO BE REMOVED.SEE DRAWN BY: JL
OUTLINE OF(E)VERIZON I___ — — — — ROOFING NOTE:ROOFING NOTE-THIS SHEET- ANY AND ALL ROOF REPAIR REQUIRED AS A \ \ CHECKED BY: BU
EQUIPMENT ROOM ON a REGARDING ROOF REPAIR IF REQ'D RESULT OF THE REMOVAL OF THE EQUIPMENT
THIRD FLOOR _ _ (E)ROOFTOP IN THIS PROJECT TO BE PERFORMED BY \ DRAWING VERSION
(ROOM 360) I SKYLIGHTS ROOFER SELECTED AND CONTRACTED BY VER. DATE DESCRIPTION
, \X THE LANDLORD UNDER SEPARATE
CONTRACT-NOT PART OF THIS PROJECT. \\ 1 08/20/18 CX DRAWINGS
a \
X X X (E)ROOFTOP
11-
�X •
•
a
X � L(E)PARKING LICENSER><X BUILDING LOT l
(E)PANEL ANTENNAS ///
(OTHER CARRIER) �,.
\
•�-r", (E)GENERATOR TO BE REMOVED. A
REMOVE GENERATOR,CONCRETE PAD,
I, LANDSCAPING,FENCE AND ALL OTHER \
a (E)VERIZON PANEL ANTENNAS, ITEMS RELATED TO THE GENERATOR.CAP
�' ANCILLARY EQUIPMENT&ROOFTOP OFF UNDERGROUND LINES AND LEAVE 0�.
MOUNT TO BE REMOVED-CURBS THEM IN PLACE
LEFT IN PLACE.SEE ROOFING NOTE -
�\ � �
THIS SHEET-REGARDING ROOF 0
j/ / #' REPAIR IF REQ'D / • •
a
` •� 0 S% PROJECT INFORMATION
j (E)ROOFTOP ACCESS HATCH ; �� C �
A c^54 a
f L. a •� (E)PANEL ANTENNAS '' POR - TUALATIN
(OTHER CARRIER)
a c ( 6975 SW SANDBURG ST
(E)VERIZON PANEL ANTENNAS, 1
(E)PANEL ANTENNAS ANCILLARY EQUIPMENT&ROOFTOP (E)GAS METER TO BE REMOVED.CONTRACTOR TO (E)UNDERGROUND CONDUITS a TIGARD,OR 97223
(OTHER CARRIER) MOUNT TO BE REMOVED-CURBS LEFT IN CAP(E)UNDERGROUND LINES AND LEAVE IN TO BE CAPPED OFF AT THE
PLACE.SEE ROOFING NOTE -THIS SHEET- PLACE.CONTRACTOR TO COORDINATE METER ENDS AND LEFT IN PLACE •
REGARDING ROOF REPAIR IF REQ'D REMOVAL WITH UTILITY COMPANY
•
•
NSHEET TITLE
d d d d d d d d d d d d d d d
- - — - - - - - - - - - - - - - - -- --
- - - - - - - - - - - - , ENLARGED SITE PLAN
1 SHEET NO.
I
11X17 SCALE:1/16"=1'-0" 0' - : 16 A280
1 ENLARGED SITE PLAN oulom
22X34SCALE:1/37=1'-0" • t MINIIIII_
• •
„,,
(E)ACCESS DOOR TO BE verizon
REMOVED AND REPLACED
SEE NOTE 5
(E)TRANSFER SWITCH7 iilil
TO BE REMOVED BLACK
SEE NOTE 6
(E)MAIN DISCONNECT DEMOLITION NOTES: '
TO BE REMOVED
(E)HALON TANK ■■. -�■ CAPITAL201DESIGN E.SU SERVICES
202
1. REMOVE ALL VERIZON EQUIPMENT,INCLUDING 1��■� 4TH
TO BE REMOVED , ■!•I• OLYMPIA,5. 750 s��
BUT NOT LIMITED TO;ALL EQUIPMENT& ■■ 360.91 5.6750
COC
EQUIPMENT CABINETS,SEISMIC BRACING, .' q y,CAPITALDE81GNeERVICEB.CCM
— TRANSFER SWITCH,ELECTRICAL AND CONTROL
PANELS,FM200 TANK AND ALL OTHER VERIZON
FIRE SUPPRESSION EQUIPMENT.
OL
(\__(E) (E)TELCO BOARD 2. ALL SERIALIZED EQUIPMENT INCLUDING THE
TO BE REMOVED GENERATOR TO BE SENT TO SSF.
TELCO ELATEDY PORT 3. ALL SURFACE MOUNTED CONDUITS&
T
TO BE REMOVED RECEPTACLES TO BESREMOVED,AND ORIGINAL
ROOM RECEPTACLES TO BE REPLACED.
(E)SURGE PROTECTOR DRAWN BY: JI.
TO BE REMOVED 4. ALL BATTERIES TO BE PROPERLY DISPOSED OF.
DEATH CERTIFICATES MUST BE OBTAINED AND CHECKED BY: BU
iy/
(E)Gl PANEL PROVIDED TO VERIZON CE. •
DRAWING VERSION •
TO BE REMOVED 5. REPLACE DOOR WITH(N)WOOD DOOR TO
MATCH OTHER(E)OFFICE DOORS IN THE VER. DATE DESCRIPTION
(E)GENERATOR RECEPTACLE BUILDING. 1 08/20/18 CX DRAWINGS
TO BE REMOVED
'---- (E)VERIZON RACK 6. FEDLIGHTING&BY HOUSEWER TO POWER.
BE MOVED OVER TO BE
OWER.
TO BE REMOVED
(E)VERIZON POWER RACK
TO BE REMOVED
•
LICENSER
)E)VERIZON RACK
TO BE REMOVED
(E)VERIZON CABINET (E)HVAC UNIT
TO BE REMOVED TO BE REMOVED
(E)VERIZON CABINET
TO BE REMOVED
(E)VERIZON BATTERY RACK 11 1 • �
TO BE REMOVED
SEE NOTE 4 (E)VERIZON RACK PROJECT INFORMATION
TO BE REMOVED
(E)VERIZON RACK POR - TUALATIN
TO BE REMOVED
6975 SW SANDBURG ST
TIGARD,OR 97223
•
N •
SHEET TITLE •
fpAi
EQUIPMENT PLAN
SHEET NO.
11 X 17 SCALE:1/4"=1'-0" 0' 2' 4' 8 A2• 1
1 ENLARGED SITE PLAN34
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(E)VERIZON PANEL ANTENNAS,ANCILLARY verizonv'
EQUIPMENT&ROOFTOP MOUNT TO BE
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ROOFTHISCONTRACTING NO-TE:
ANY AND ALL ROOF REPAIR REQUIRED AS A
RESULT OF THE REMOVAL OF THE EQUIPMENT
(E)BUILDING INT TO BE PERFORMED BY
ROOFER SELECTED AND CONTRACTED BY
, THE LANDLORD UNDER SEPARATE DRAWN BY: JL )
PROJECT NOT PART OF THIS PROJECT. J
CHECKED BY: BU
DRAWING VERSION
(E)GRADE VER. DATE DESCRIPTION
1 08/20/18 CX DRAWINGS
11X17 SCALE:1/16"=1'-0" 0' 8' 1632'
1 EXISTING ELEVATION •22X34 SCALE:1/32"=1'-0" -m
4 4
LICENSER
(E)OTHER CARRIER ANTENNAS
ON(E)OTHER CARRIER ANTENNA TIP HEIGHT
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(E)HVAC EQUIP(TYP)
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(E)OTHER CARRIER ANTENNAS (E)OTHER CARRIER ANTENNAS PROJECT INFORMATION
POR - TUALATIN
6975 SW SANDBURG ST
TIGARD,OR 97223
(E)BUILDING—/ • •
SHEET TITLE
ELEVATIONS
0(E)GRADE • '
SHEET NO.
11X17 SCALE:1/16"=1'-0" 0' . :'•
16 A3.0
2 PROPOSED ELEVATION 22X34SCALE:1/32"=1'-0" I■ •
GENERAL CONSTRUCTION NOTES SITE WORK NOTES verizon'
1. ALL WORK SHALL ADHERE TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE(LATEST EDITION),AND ALL 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES,UNLESS OTHERWISE NOTED. 9. IN ALL AREAS TO RECEIVE FILL,REMOVE ALL VEGETATION,TOPSOIL,DEBRIS,WET AND
UNSATISFACTORY SOIL MATERIALS,OBSTRUCTIONS,AND DELETERIOUS MATERIALS FROM GROUND
OTHER APPLICABLE CODES AND ORDINANCES AS REQUIRED BY THE JURISDICTION. 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. SURFACE.PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 '
HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. '
2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND THE CARRIER 3. SIZE,LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY
INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES(LATEST REVISION).SPECIFICATIONS ARE THE NOTED AND PLACED ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED
illA(4ii
RULING DOCUMENTS,AND ANY DISCREPANCIES BETWEEN THE SPECIFICATIONS AND THESE DRAWINGS ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. FOR THE FILL MATERIAL,SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED,PULVERIZE,
SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD(EOR)PRIOR TO PROCEEDING WITH ALL EXISTING UTILITIES,FACILITIES,CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN MOISTURE-CONDITION AND/OR AERATE THE SOILS AND RE-COMPACT TO THE REQUIRED DENSITY
CONSTRUCTION. PLOTTED FROM AVAILABLE RECORDS.THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY PRIOR TO PLACEMENT OF FILLS. BLACK ROCK
3. THE DRAWINGS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER
11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING
MANNER OF THEIR REMOVAL OR ADJUSTMENT.CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMININGCONSTRUCTION OPERATIONS,REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL
ONLY,UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT AND EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED.ALL
APPURTENANCES,AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES.
WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES.
4. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE gi,U.. -.. CAPITAL DESIGN SERVICES
THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS WORKTO THE COST THEREOF.FIELD CONDITIONS CONDITION THAT ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER,OR OTHER DELETERIOUS �� AV E E.SUITE 303
INCLUDING DIMENSIONS,AND CONFIRMING THATTHEMAY BE ACCOMPLISHED AS SHOWN IN THE OF CONSTRUCTION.ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE �.6�•� OLYMPIA,WA 98506
DRAWINGS PRIOR TO PROCEEDING WITH CONSTRUCTION,IS REQUIRED. ANY SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION,AND NO MATERIALS ARE REMOVED PRIOR TO REUSE.FURNISH ANY ADDITIONAL GRAVEL RESURFACING L I� 36 C.91 6.6']50
BROUGHT TO THE ATTENTION OF THE EOR PRIOR TO THE COMMENCEMENT OF WORK.DISCREPANCIES COMPENSATION FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. 6. IF
yyyyW,CAPIT360.91 5.6750 ICES.CCM
ARCHITECT/ENGINEER.FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED
WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. AT HIS/HER OWN RISK AND EXPENSE. 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE
ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED.ANY LOOSE OR
5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED.SPACING BETWEEN EQUIPMENT IS 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB
REQUIRED CLEARANCE.THEREFORE,IT IS CRITICAL TO FIELD VERIFY DIMENSIONS,AND SHOULD THERE BE ANY CONSTRUCTION. GRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL.GRAVEL
QUESTIONS REGARDING THE CONTRACT DOCUMENTS,EXISTING CONDITIONS AND/OR DESIGN INTENT,THE ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE.
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK. SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK.
14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS
6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT.MODIFICATIONS MAY BE REQUIRED TO SUIT JOB 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO WILL OPERATE.
DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. EXISTING GRADES AT THE GRADING LIMITS.
15. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS
7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING,AND SHALL RECEIVE IN WRITING AUTHORIZATION 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS,UTILITIES,ETC.,SHALL BE NEGLIGENCE SHALL BE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO
TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADDITIONAL COST TO THE CONTRACT. DRAWN BY: JL
CONTRACT DOCUMENTS. ADMINISTRATION(OSHA)REQUIREMENTS. (DRAWN
BY: BU
16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID.
10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95%OF MAXIMUM STANDARD EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS •
8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND PROCTOR DRY DENSITY. APPROVED BY GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. ♦ DRAWING VERSION
ATTENTION.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,
TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH 17. FOUNDATION DESIGN IS BASED UPON 1,500 PSF ALLOWABLE BEARING PRESSURE.INDEPENDENT VER. DATE DESCRIPTION
UNDER CONTRACT,UNLESS OTHERWISE NOTED. APPROVED CLEAN FILL AND COMPACTED TO 95%OF STANDARD PROCTOR DENSITY. SOILS TESTING BY A LICENSED GEOTECHNICAL ENGINEER IS STRONGLY RECOMMENDED TO VERIFY 1 08/20/18 CX DRAWINGS
12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS.THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE SOIL BEARING CAPACITY,SLOPE STABILITY,AND ALL OTHER APPLICABLE SOILS PARAMETERS.
9. CONTRACTORNGOCCUPANTSSHALL BE HAT ARE LIKELY FOR THEF SAFETY DOTHE W WORKORK AREA,UNDERATIS COENT AREAS AND PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE.
BUILDING THAT ARE TO BE AFFECTED BY THE THIS CONTRACT.WORK
SHALL CONFORM TO ALL OSHA REQUIREMENTS. 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE STRUCTURAL STEEL NOTES
PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER.
4. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS&GROUNDS AND
SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. 14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS,THRASH, 1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL
WEEDS,BRUSH OR ANY OTHER DEPOSITS WILL REMAIN.ALL MATERIALS COLLECTED DURING CLEANING OF STEEL CONSTRUCTION.STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS
11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. INDICATED BELOW:
RELATE TO RADIO EQUIPMENT,ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. W-SHAPES:ASTM A992,50 KSI
15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE
PROTECTED BY THE GENERAL CONTRACTOR. ANGLES,BARS CHANNELS:ASTM A36,36 KSI I +
12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS HSS SECTIONS:ASTM 500,46 KSI •LICENSER
RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY PIPE SECTIONS:ASTM A53-E,35 KSI
REGULATIONS TAKE PRECEDENCE. COMPANY,TELEPHONE COMPANY,AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS
LOCATION. 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED.
13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES,EQUIPMENT,IMPROVEMENTS,PIPING ETC.
AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL
14. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES,OR FOUNDATION, EXCAVATION AND BACKFILL NOTES CONFORM TO AISC.WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE
PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS,PIPE RUNS,ETC.,MUST BE CLEARLY UNDERSTOOD PER TABLE J2.4 IN THE AISC"MANUAL OF STEEL CONSTRUCTION".PAINTED SURFACES SHALL
THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO,CUT OR DAMAGED UNDER ANY CIRCUMSTANCES 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. BE TOUCHED UP.ALL WELDING SHALL BE PERFORMED IN AN APPROVED SHOP.
(UNLESS NOTED OTHERWISE).LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND
THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, 4. ALL BOLTS FOR STEEL TO STEEL CONNECTIONS TO BE PER ASTM A325.HOLES TO BE 1/16"DIA.
SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE,UNSUITABLE MATERIAL OR FROZEN SOILS, LARGER THAN BOLT,U.N.O.
15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND AND WITHOUT THE PRESENCE OF POUNDING WATER.DEWATERING FOR EXCESS GROUND WATER SHALL
BE PROVIDED WHEN REQUIRED.COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL 5. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A 307 BOLTS
BLEND IN WITH ADJACENT SURFACES. NOT BE LESS THAN 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN
UNLESS NOTED OTHERWISE.
16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L.LISTED AND FIRE CODE APPROVED MATERIALS. ACCORDANCE WITH ASTM D1557.
3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL.IF 6. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT.
17. KEEP CONTRACT AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS,AND RUBBISH.EQUIPMENT INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH,THE •
NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED.LEAVE PREMISES IN UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH 7. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL CONFORM TO MANUFACTURER'S
CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY NATURE.CONTRACTOR MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH RECOMMENDATION FOR EMBEDMENT DEPTH AND DIAMETER.LOCATE AND AVOID CUTTING PROJECT INFORMATION
SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION.CRUSHED STONE MAY BE USED TO EXISTING REBAR OR TENDONS WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS OR
STABILIZE THE BOTTOM OF THE EXCAVATION.ANY STONE SUB BASE MATERIAL,IF USED,SHALL NOT CONCRETE WALLS.
18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE.
RECOMMENDATIONS. 8. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALL BE PER ICC& POR - TUALATIN
4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION,TRASH,DEBRIS, MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES.THIRD PARTY SPECIAL
19. ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE AND SO FORTH PRIOR TO BACK FILLING.BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS INSPECTION IS REQUIRED FOR CONCRETE EXPANSION ANCHORS(I.E.SIMPSON 6975 SW SANDBURG ST
EXECUTION OF THE WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED EARTH,LOAM SANDY CLAY,SAND AND GRAVEL,OR SOFT SHALE,FREE FROM CLODS OR LARGE STRONG-BOLT 2 WEDGE ANCHORS PER ESR-3037).INSTALLATION OF WEDGE ANCHORS IN
AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF STONES OVER 2 1/2"MAX DIMENSIONS.ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS. MASONRY IS NOT PERMITTED. TIGARD,OR 97223
THE ENGINEER. 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6"THICK LIFTS BEFORE
C20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL HOE MODIFIED PROCTOR MAXIMUM DRY DENSIITYMPACTION.EACH LIFT SHALL BE WETTED IF QFOR SOIL UIRED AND
ACCORDANCE WCOMPACTED TO ITHH ASTM D 557.OT LESS THAN 5%OF SPECIAL INSPECTION NOTES • e
MEASURES,IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR • '
STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCALSHEET TITLE
6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING. NO SPECIAL INSPECTIONS REQUIRED.
REGULATORY AUTHORITIES.
7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING GENERAL NOTES
21. LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE.DARK SHADED LINES AND NOTES WATER.THE FINAL(FINISH)ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS
REPRESENT THE SCOPE OF WORK FOR THIS PROJECT.CONTRACTOR SHALL VERIFY IF EXISTING FROM THE CENTER.FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE
CONSTRUCTION IS COMPLETE.CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS THAT FINAL FINISH GRADE ELEVATIONS.PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS
DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. WHERE REQUIRED. + •
22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR THE 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC •
SHEET NO.
•
ELECTRICAL SERVICE UPGRADE.IN ADDITION,CONTRACTOR SHALL PROVIDE ALL NECESSARY TYPE:TYPAR-3401 AS MANUFACTURED BY"CONSTRUCTION MATERIAL 1-800-239-3841"OR AN
COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION APPROVED EQUIVALENT,SHOWN ON PLANS.THE GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO
AUTHORITIES. CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE G .0
FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER.ALL FABRIC SHALL N 1
23. CONTRACTOR TO VERIFY ALL ASPECTS OF THE EXISTING STRUCTURE FOR CONFORMITY WITH THE VALUES BE COVERED WITH A MINIMUM OF 4"DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED.I.E.FDOT
SHOWN IN THESE DRAWINGS AND NOTIFY THE E.O.R.IF ANY DISCREPANCIES ARE FOUND.ALL ELEMENTS OF TYPE No.57 FOR FENCED COMPOUND;FDOT TYPE No.67 FOR ACCESS DRIVE AREA.
EXISTING STRUCTURE TO REMAIN UNDISTURBED,U.N.O.
DRAWING ABBREVIATIONS
AFF ABOVE FINISH FLOOR LF LINEAR FEET
AGL ABOVE GRADE LEVEL MAX MAXIMUM verizon
AWG AMERICAN WIRE GAUGE MECH MECHANICAL
AC AIR CONDITIONING MFR MANUFACTURER j��
ADJ ADJUSTABLE MGR MANAGER i�
APPROX APPROXIMATELY MIN MINIMUM
AZ AZIMUTH MISC MISCELLANEOUS BLACK ROCK
BLDG BUILDING MTL METAL
CM CONSTRUCTION MANAGER MTZL METALIZE(D) r Ammo •`
•.• -,. CAPITAL DESIGN SERVICES
CAB CABINET MW MICROWAVE �I 21\��\ OLYMPIA,AVEWA 985060
CL CENTERLINE NEC NATIONAL ELECTRICAL CODE Lam_ 11 0.915,
6750
WWW cAPIr26seaVmes.coM
AlCLG CEILING (N) NEW
CLR CLEAR NIC NOT IN CONTRACT
CO COPPER NTS NOT TO SCALE
CONC CONCRETE N/A NOT APPLICABLE
COND CONDUIT OC ON CENTER
CONST CONSTRUCTION OD OUTSIDE DIAMETER
DRAWN BY: JL
CONT CONTINUOUS OP OVERHEAD POWER `CHECKED BY: BU
DEMO DEMOLISH OT OVERHEAD FIBER
DRAWING VERSION
DIA DIAMETER OFF OPPOSITE VER. DATE DESCRIPTION
DIM DIMENSION PL PROPERTY LINE 1 08/20/18 CX DRAWINGS
DN DOWN PLYWD PLYWOOD
DTL DETAIL PM PROJECT MANAGER
DWG DRAWING PROP PROPERTY
EA EACH PT PRESSURE TREATED
ELECT ELECTRICAL RO ROUGH OPENING • •
♦ •
ELEV ELEVATION ROW RIGHT OF WAY LICENSER
EOR ENGINEER OF RECORD RRU/RRH REMOTE RADIO UNIT
EQ EQUAL REQ REQUIRED
EQUIP EQUIPMENT SBTC SOLID BARE TINNED COPPER
(E) EXISTING SF SQUARE FEET
EXT EXTERIOR SHT SHEET
FIN FINISH SPEC SPECIFICATION
FLR FLOOR SQ SQUARE
FT FOOT,FEET SS STAINLESS STEEL
GA GAUGE STL STEEL • •
GALV GALVANIZED STRUCT STRUCTURE,STRUCTURAL • ,
PROJECT INFORMATION
GC GENERAL CONTRACTOR TOC TOP OF CONCRETE
GWB GYPSUM WALL BOARD TOM TOP OF MASONRY POR - TUALATIN
GR GRADE THRU THROUGH 6975 SW SANDBURG ST
GRND GROUND TNND TINNED TIGARD,OR 97223
HVAC HEATING,VENTING&AIR TYP TYPICAL
CONDITIONING
4 •
HORIZ HORIZONTAL UG UNDERGROUND • •
SHEET TITLE
HT HEIGHT UNO UNLESS NOTED OTHERWISE
IBC INTERNATIONAL BUILDING UP UNDERGROUND POWER
CODE GENERAL NOTES
ID INSIDE DIAMETER OF UNDERGROUND FIBER
IN INCH VIF VERIFY IN FIELD •
• •
INSUL INSULATION VERT VERTICAL SHEET NO.
INT INTERIOR WP WATERPROOF
JBOX JUNCTION BOX W/ WITH G N 2.0
LB(S) POUNDIS) W/O WITHOUT