17-104928 (2)PROJECT SUMMARY
THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK:
1. PROPOSED MODIFICATION OF AN EXISTING TELECOMMUNICATIONS FACILITY.
2. PROPOSED REMOVAL OF SIX (6) PANEL ANTENNAS, SIX (6) REMOTE RADIO
UNITS (RRU'S) WITH THE INSTALLATION OF TWELVE (12) PANEL ANTENNAS W/
RET EQUIPMENT AS REQUIRED, EIGHTEEN (18) REMOTE RADIO UNITS (RRU-S)
(TWELVE (12) MOUNTED NEAR GROUND EQUIP. AND SIX (6) MOUNTED NEAR
ANTENNAS), TWO (2) SURGE PROTECTORS (ONE (1) MOUNTED NEAR GROUND
EQUIP. AND ONE (1) MOUNTED NEAR ANTENNAS), TWELVE (12) DIPLEXERS
MOUNTED NEAR GROUND EQUIP. AND ONE (1) HYBRID CABLES.
GOVERNING CODES
GOVERNING CODES
IBC-2015, INTERNATIONAL BUILDING CODE W/ LOCAL AMENDMENTS
NEC-2014, NATIONAL ELECTRICAL CODE
A.D.A. COMPLIANCE
INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION.
HANDICAP ACCESS IS NOT REQUIRED PER A.D.A.
DRAWING LEGEND I
COAX
coax
HYBRID
HYBRID
OH-T
OH-T
OH-F
OH-F
OH-P
OH-P
UG-T
UG-T
UG-F
UG-F
U G-P
U G-P
--------------- Y:----------------�--
X ELEVATION MARKER
XX.X
4
X
XX.X
SUBJECT PROPERTY LINE
ADJACENT PROPERTY LINE
COAX ROUTE
HYBRID CABLE ROUTE
OVERHEAD TELCO ROUTE
OVERHEAD FIBER ROUTE
OVERHEAD POWER ROUTE
UNDERGRND. TELCO ROUTE
UNDERGRND. FIBER ROUTE
UNDERGRND. POWER ROUTE
FIBER / POWER ROUTE
NEW / EXISTING FENCE
X DETAIL REFERENCE
XX.X
SECTION MARKER
SITE INFORMATION
SITE NAME: MARLAKE
SITE ADDRESS: 34301 9TH AVE. S
FEDERAL WAY, WA 98003
LATITUDE:
LONGITUDE:
SOURCE:
PARCEL NUMBER:
ZONING CLASSIFICATION:
JURISDICTION:
TOP OF (E) MONOPOLE:
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
47° 17' 50.15" N (47.297265° N)
122° 19' 36.40" W (-122.326779- W)
AS-BU I LTS
202104-9157
OP
CITY OF FEDERAL WAY
120' AGL
F.-
PROJECT VICINITY MAP
DRIVING DIRECTIONS
FROM VERIZON BELLEVUE, WASHINGTON OFFICE:
1. TAKE 1-405 S AND 1-5 S TO WA-18 W IN FEDERAL WAY. TAKE EXIT 142E FROM 1-5 S
(26.4 MI)
2. HEAD EAST TOWARD 158TH AVE SE (151 FT)
3. TURN RIGHT ONTO 158TH AVE SE (118 FT)
4. TURN LEFT ONTO SE EASTGATE WAY (0.3 MI)
5. TURN RIGHT ONTO THE SEATTLE W/SEATTLE RAMP (0.3 MI)
6. KEEP LEFT TO CONTINUE TOWARD 1-90 W (0.3 MI)
7. KEEP LEFT, FOLLOW SIGNS FOR 1-90 W/SEATTLE AND MERGE ONTO 1-90 W (1.2 MI)
8. USE THE RIGHT 2 LANES TO TAKE EXIT 10 FOR INTERSTATE 405 S TOWARD
RENTON (0.8 MI)
9. MERGE ONTO 1-405 S (10.8 MI)
10. TAKE THE INTERSTATE 5 S EXIT TOWARD PORTLAND (0.3 MI)
11.MERGE ONTO 1-5 S (12.2 MI)
12. TAKE EXIT 142B FOR WA-18 W TOWARD S 348TH ST (0.3 MI)
13. CONTINUE ON WA-18 W. DRIVE TO 9TH AVE S (1.1 MI)
14. USE ANY LANE TO TURN RIGHT ONTO WA-18 W (0.4 MI)
15. CONTINUE ONTO S 348TH ST (0.2 MI)
16. TURN RIGHT ONTO 9TH AVE S
17. DESTINATION WILL BE ON THE LEFT (0.4 MI)
ESTIMATED TIME: 32 MINUTES
ESTIMATED DISTANCE: 27.5 MILES
m
34301 9TH AVE. S
FEDERAL WAY, WA 98003
ATC SITE # 91531
CONSTRUCTION DRAWINGS
PROJECT CONTACTS
APPLICANT
VERIZON
3245 158TH AVE SE
BELLEVUE, WA 98008
PROPERTY OWNER
USPS SEATTLE NDC
34301 9TH AVE S
FEDERAL WAY, WA 98003
TOWER OWNER
AMERICAN TOWER COMPANY
10 PRESIDENTIAL WAY
WOBURN, MA 01801
CONSTRUCTION MANAGEMENT
VERIZON
5430 NE 122ND AVENUE
PORTLAND, OR 97230
JASON FALLAU
PH: 541.981.3542
ZONING AND PERMITTING CONSULTANT
CENTERLINE SOLUTIONS
6623 NE 78TH COURT, SUITE B1
PORTLAND, OR 97218
EMILY ESTRADA
PH: 971.270.1930, EXT. #5005
SITE ACQUISITION CONSULTANT
CENTERLINE SOLUTIONS
6623 NE 78TH COURT, SUITE B1
PORTLAND, OR 97218
ALICE BUTLER
PH: 971.270.1930, EXT. #5001
ENGINEER OF RECORD
CENTERLINE SOLUTIONS
16035 TABLE MOUNTAIN PARKWAY
GOLDEN, CO 80403
KHRISTOPHER SCOTT, P.E.
PH: 303.993.3293
Know what's below.
Call before you dig.
DRAWING INDEX
verizonwi
*CENTERLINE
S /a=
ti
10N.",
T1.0 TITLE SHEET
A1.0 OVERALL SITE PLAN
A1.1 ENLARGED SITE PLAN
4S1
A2.0 NEW & EXISTING ELEVATIONS
A3.0 ENLARGED ANTENNA PLANS & DETAILS
RF1.0 RF DETAILS
GN1.0 GENERAL NOTES
:.,.
THE INFORMATION CONTAINED IN THIS
SET OF CONSTRUCTION DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH
RELATES TO VERIZON CORPORATION
SERVICES IS STRICTLY PROHIBITED.
FINAL CONSTRUCTION DRAWINGS SIGN OFF
REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH
REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED
CONSULTANT SIGNATURE DATE
SITE ACQUISITION
PERMITTING CONSULTANT
RF ENGINEER:
CONST. MNGR.
OPS MNGR.
PROJECT MNGR.
REGULATORY REV.
RECEIVED
OCT 12 2017
CITY OF FEDERAL. WAY
COMMUNITY DEVELOPMENT
CP PROJECT NO.: VER-17-0003-4
PRELIMINARY
NO.
DATE
D/C
DESCRIPTION
0
03-10-17
JL/CL
90% CD REVIEW
1
04-28-17
JL/CL
CLIENT COMMENT
2
05-22-17
JL/CL
RF COMMENT
SUBMITTAL
NO.
DATE
D/C
DESCRIPTION
0
10-04-17
JL/JL
BP SUBMITTAL
i
I
SITE NAME:
MARLAKE
SITE ADDRESS:
34301 9TH AVE S.
FEDERAL WAY, WA 98003
SHEET TITLE
TITLE
SHEET
SHEET NO.
1 11
co
f` ♦
(E) SUBJECT PROPERTY LINE
(TYP.)
- (E) ADJACENT PROPERTY LINE
(TYP.)
ADJACENT ZONING
OP ;
1 I OVERALL SITE PLAN
f NOTE:
I If
! SITE PLAN DERIVED FROM: EXISTING DRAWINGS, GIS, AERIAL
IMAGES, DEED AND SITE PHOTOS.
ADJACENT ZONING ;
OP
/�'�",,,,, ! ugh r'' f i �%o, ��. ` fJ q,�,�,00a• ,�,�q�"oagrq,Y"o` �--------- ---- — ---- --- j )t
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j/n, `fr ,f/,', iiic �`ff�,
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A-C.,Y �/,z !o r . ?/Q, �
11/10,
f I y i .
i �us f /`,, i If j
(E) ASPHALT
PARKING LOT 7
I
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INGRESS I EGRESS
FROM 9TH AVE S.
,
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SCALE: 1" = 100'-0" (11X17) 0' 50' 100,
SCALE: 1" = 50'-0" (22X34) 16%1!!!%
15.40
N If
TN MN
W E
S
200'
vo`/
OCENTERLINE
SOLUTIONS
PRELIMINARY
NO.
DATE
D/C
DESCRIPTION
0
03-10-17
JL/CL
90% CD REVIEW
1
04-28-17
JL/CL
CLIENT COMMENT
2
05-22-17
JUCL
RF COMMENT
SUBMITTAL
NO.
DATE
D/C
DESCRIPTION
0
10-04-17
JUJL
BP SUBMITTAL
SITE NAME:
MARLAKE
SITE ADDRESS:
34301 9TH AVE S.
FEDERAL WAY, WA 98003
SHEET TITLE
OVERALL
SITE PLAN
SHEET NO.
Al 00
gg
•s,
'y9
t
�iy
y./y , i
Y Y 4
(N) VERIZON SURGE
PROTECTOR MOUNTED TO (E)
CABLE BRIDGE POST NEAREST
GROUND EQUIP.
y (E) VERIZON EQUIP.
w MOUNTED TO CONC. PAD
Cm.H
(E) VERIZON TELCO
CABINET
?l
(E) UTILITY H-FRAME W/
VERIZON AND MISC. EQUIP.
(E) VERIZON GEN PLUG
21
f�
U� f
(E) VERIZON
ems'"
yy SAFTEY BOX
,
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,• j PIy!, a0 4•r!f
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ENLARGED SITE PLAN - PROPOSED
(E) TREE (TYP.)
(E) TELCO BOX
(E) OTHER CARRIER UTILITY
H-FRAME AND MISC. EQUIP.
15.40
N
TN MN
E
S
SCALE: 1 /4"= V-0" (11 X17) 0' 2' 4' 8'
SCALE: 1 /2" = V-0" (22X34) I %%��
verizon�
OCENTERLINE
SOLUTIONS
/
PRELIMINARY
NO.
DATE
D/C
DESCRIPTION
0
03-10-17
JL/CL
90% CD REVIEW
1
04-28-17
JL/CL
CLIENT COMMENT
2
05-22-17
JL/CL
RF COMMENT
SUBMITTAL
NO.
DATE
D/C
DESCRIPTION
0
10-04-17
JL/JL
BP SUBMITTAL
SITE NAME:
SITE ADDRESS:
34301 9TH AVE S.
FEDERAL WAY, WA 98003
SHEET TITLE
ENLARGED
SITE PLAN
SHEET NO.
UK
NOTE:
PM/GC TO VERIFY PAINTING REQUIREMENTS
WITH JU
RISDICTION PRIOR TO ORDERING
SUPPORT STRUCTURES, ATTACHMENTS, verizow
ANTENNAS, AND OTHER APPURTENANCES.
STRUCTURAL NOTES / VERIZON
STRUCTURAL SERVICES COMPLIANCE NOTE:
NO WORK SHALL COMMENCE WITHOUT THE 40CENTERL IN E
APPROVED STRUCTURAL TOWER/ANTENNA/ SOLUTIONS
MOUNT ANALYSIS REPORT (SIGNED AND
SEALED) TO BE PROVIDED UNDER SEPARATE
COVER. CONTRACTOR PRIOR TO
CONSTRUCTION SHALL REVIEW THE
APPROVED TOWER/ANTENNA/MOUNT
ANALYSIS REPORT SUPPLIED BY VERIZON
AND MODIFY IF REQUIRED ALL APPLICABLE
MEMBERS AS INDICATED IN CERTIFIED
STRUCTURAL REPORT PRIOR TO
INSTALLATION ON STRUCTURE.
E TOP OF MONOPOLE
(E) TOP OF O MONOPOLE
120'-0"� 120'-0"
_= yfWAS,
ps
E OTHER CARRIER ANTENNAS (E) OTHER CARRIER ANTENNAS
(E)
i
y %s
N VERIZON ANTENNA TIP HEIGHT
E HEIGHT VERIZON ANTENNA TIPi
991-211
99 -2
fill
(N) VERIZON ANTENNAS AND
(E) VERIZON ANTENNAS TYP OF (6)
AND VERIZON RRU'S TYP OF (6). I ANCILLARY EQUIP. MOUNTED TO {N) CP PROJECT NO.: VER-17-0003-4
MOUNTED TO (E) T-ARMS TO BE T-ARMS; SUITABILITY AND CAPACITY
' REMOVED ;i OF MOUNT FOR FINAL LOADING
1: CONFIGURATION TO BE VERIFIED BY
OTHERS PRIOR TO INSTALLATION
(E) OTHER CARRIER ANTENNAS (E) OTHER CARRIER ANTENNAS
F i
i
Sf
i F
i F
i
i
i
i 3
i
i
i
i
i
(i f
{
i
�- (E) 120'-0" MONOPOLE (E) 120'-0" MONOPOLE
PRELIMINARY
NO.
DATE
DiC
DESCRIPTION
0
03-10-17
JL/CL
90% CD REVIEW
1
04-28-17
JUCL
CLIENT COMMENT
2
05-22-17
JL/CL
RF COMMENT
SUBMITTAL
NO.
DATE
D/C
DESCRIPTION
0
10-04-17
JL/JL
BP SUBMITTAL
ANTENNA AND ANCILLARY EQUIPMENT SCHEDULE
SECTOR
QTY.
(N)/(E)
SERVICE TYPE
ANTENNA MODEL # OR
EQUIPMENT SPECIFICATION
DIMENSIONS
WEIGHT
TIP HEIGHT
AZIMUTH
MECH.
DOWNTILT
ELEC.
DOWNTILT
CABLE
QUANTITY
CABLE
TYPE
ALPHA
2
(N)
700/850 PCs
OCT458KB000OX
15.6"W X 7.4"D X 91.7"L
75 LBS
99.02'
800
00
70-U 40-H
4 (E)
7/8" COAX
2
(N)
AWS
QUAD456WO00OX
16.0"W X 3.9"D X 66.4"L
58 LBS
99.02'
800
00
20
1
(N)
AWS
RRUS-32 B66A
12.5"W X 7.4"D X 27.6"L
56 LBS
-
-
-
_
1
(N)
700/850 PCs
RRUS-32 B2
12.5"W X 7.4"D X 27.6"L
56 LBS
1
(N)
-
SURGE PTCTR. OVP BOX (RXXDC-3315)
12.2"W X 16.7"D X 29.1"L
32 LBS
-
-
-
-
1 (N)
1.09" HYBRID
BETA
2
(N)
PCs
OCT458KB000OX
15.6"W X 7.4"D X 91.7"L
75 LBS
99.02'
1800
00
70-U 4°-H
4 (E)
7/8" COAX
2
(N)
AWS
QUAD456W000OX
16.0"W X 3.9"D X 66.4"L
58 LBS
99.02'
1800
00
60
1
(N)
AWS
RRUS-32 B66A
12.5"W X 7.4"D X 27.6"L
56 LBS
-
-
_
_
1
(N)
700/850 PCs
RRUS-32 B2
12.5"W X 7.4"D X 27.6"L
56 LBS
-
-
-
_
GAMMA
2
(N)
PCs
OCT458KB000OX
15.6"W X 7.4"D X 91.7"L
75 LBS
99.02'
2800
00
00
4 (E)
7/8" COAX
2
(N)
AWS
QUAD456W000OX
16.0"W X 3.9"D X 66.4"L
58 LBS
99.02'
2800
00
00
1
(N)
AWS
RRUS-32 B66A
12.5" V1/ X 7.4"D X 27.6"L
56 LBS
-
-
-
_
1
(N)
700/850 PCs
RRUS-32 B2
12.5"W X 7.4"D X 27.6"L
56 LBS
GROUND
1
(N)
-
SURGE PTCTR. OVP BOX (RXXDC-3315)
12.2"W X 16.7"D X 29.1 "L
32 LBS
12
(N)
700/850
DIPLEXER
12.5"W X 7.4"D X 27.6"L
8
(N)
700
RRUS-1313
12.5"W X 7.4"D X 27.6"L
56 LBS
8
(N)
850
RRUS-B5
12.5"W X 7.4"D X 27.6"L
56 LBS
O y
Uo verizon
= 2
Q (E) VERIZON (700) ANTENNA
ry W (TYP. OF 3) TO BE REMOVED 10CENTERLINE
O SOLUTIONS
W O
W -H
(E) VERIZON (AWS) ANTENNA a I- gZIMUTA SECTOR
(TYP. OF 3) TO BE REMOVED Q �_ Ty ' + 1000'-•-
W �.-
(E) 120'-0" MONOPOLE TOWER;
OTHER CARRIER ANTENNAS NOT
SHOWN FOR CLARITY
000
qZi BET q SECTO
+r MUTH _ + 1000
1 ANTENNA AND COAX/FIBER SCHEDULES bUALE:NTS SCALE: 3/16"=1'-0"(11X17) o' 5' 10,
SCALE: NTS 3 ANTENNA PLAN - EXISTING
SCALE. 3/8 - 1, -0 (22X34)
: (N) VERIZON RRU MOUNTED
O NEAR ANTENNAS (TYP. OF 6) (N) VERIZON (PCS) ANTENNA
(N) ANTENNA MOUNT WITH (TYP. OF 6); SEE 2/A2.0
MECHANICAL DOWN TILT
N VERIZON ANTENNA N qWS Gq� CS pa-pHA S� O_�--
() ��MV SECTOR N�..,.�MV t { = 80
(N) VERIZON (AWS) ANTENNA TH' 28p0
(N) RRU(S) W/ MOUNTING (TYP. OF 6); SEE 2/A2.0
BRACKET TOP AND BOTTOM SECT 5,
Vft- N qwS GgMM N PCS p,�80 A
(N SURGE PROTECTION q S TH °
PRELIMINARY
NO.
DATE
D/C
DESCRIPTION
0
03-10-17
JL/CL
90% CD REVIEW
1
04-28-17
JL/CL
CLIENT COMMENT
2
05-22-17
JL/CL
RF COMMENT
SUBMITTAL
NO.
DATE
D/C
DESCRIPTION
0
10-04-17
JL/JL
BP SUBMITTAL
---- gZ/ U ti1 ECTOR AZ�MU
UNIT W/ MOUNTING BRACKET (BEYOND) (N) VERIZON SURGE PROTECTOR TH = 280°
- � ' MOUNTED ON T ARM Aws ALPHA SECTORSITE NAME:
i
NOTES: N °
- VERIFY ANTENNA MOUNTING N ANTENNA SECTOR T-ARM N PCS GAA4 Ax�MUTH = 80
c) KIT q SECTOR MARLAKE
WITH TOWER STRUCTURAL SITEPRO PN# RMV12-472 OR gZ�MUTH � 28 °
- (N) JUMPER W/ 10" MIN.
EQUAL 0 SECTOR
RADIUS ON DRIP LOOP; ALL (N) 2-3/8" O.D. MIN. ANTENNA N A�VS A 80HA i-'
JUMPERS TO BE SECURED AS PIPE MOUNT(TYP) N P AZ��UTH SITE ADDRESS:
REQ'D W/ (N) CABLE _� CS GAA4 34301 9TH AVE S.
SUPPORTS, TYP. --� (N) COLLAR MOUNT AZ1AM4 S crOR FEDERAL WAY, WA 98003
28p° (E) 120 -0" MONOPOLE TOWER;
I
OTHER CARRIER ANTENNAS NOT
(E) MONOPOLE 2 SHOWN FOR CLARITY
' SHEET TITLE
(N) SECTOR T-ARM KIT
(N) GABLES; SUPPORT CABLES WI SITEPRO PN# RMV12-472 2 �N 'a GOON ENLARGED
IN 12 OF SURGE PROTECTOR W/ OR EQUAL GOON S �p�
HOIST GRIPS PER MFR'S G c� N ? cp � � 1540 ANTENNA PLANS
REQUIREMENTS N -S.�� -
�� �`-� (P �n N & DETAILS
(E) COAX PORT o 13
� o° P t"I O TN MN
n �� W
O kiN
013 E SHEET NO.
S
2 F-- ANTENNA MOUNT DETAIL SCALE: NTS SCALE: 3/16" = 1'-0" (11X17) 0' S' 10' A3mO
SCALE: NTS 4 ANTENNA PLAN -PROPOSED _
SCALE. 3/8„- 1'-0" (22X34)
YL6�66�
SE, 'CT R 2
SEECT 3
OCENTERLINE
SOLUTIONS
PRELIMINARY
NO.
DATE
D/C
DESCRIPTION
0
03-10-17
JL/CL
90% CD REVIEW
1
04-28-17
JL/CL
CLIENT COMMENT
2
05-22-17
JL/CL
RF COMMENT
SUBMITTAL
NO.
DATE
D/C
DESCRIPTION
0
10-04-17
JL/JL
BP SUBMITTAL
SITE NAME:
MARLAKE
SITE ADDRESS:
34301 9TH AVE S.
FEDERAL WAY, WA 98003
SHEET TITLE
RF DETAILS
SHEET NO.
&ALI
GENERAL NOTES
1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY.
2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC REPRESENTATION OF THE FINAL
INSTALLATION. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND
LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE
FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS AND CONFIRMING THAT THE
WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY
DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER.
4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTING WORK.
5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL
CODES OR REGULATIONS TAKE PRECEDENCE.
6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE
CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH
ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY
BEARING ON THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE
INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS
AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS.
7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST SKILLS AND ATTENTION. THE
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK
UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND
WITH LANDLORD'S AUTHORIZED REPRESENTATIVE.
8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 5
FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION.
9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE, AND KEEP SAME ON SITE
WHENEVER ANY PERSONNEL ARE ON SITE.
10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO
SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE
WORK.
11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS,
PAVING, CURBS, GALVANIZED SURFACES, ETC., AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE
THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER AND/OR
LANDLORD.
12. ON A DAILY BASIS: KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS,
RUBBISH, AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES
IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE.
13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS -BUILT DRAWINGS WITHIN 10 WORKING DAYS OF
PROJECT COMPLETION.
14 WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR
OTHER SIMILAR WORK.
15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION.
16 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTI9LITIES WHETHER
SHOWN HERON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL
EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK.
17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO
MATCH EXISTING.
18. ALL ELEMENTS OF EXISTING STRUCTURE TO REMAIN UNDISTURBED, UNLESS NOTED OTHERWISE.
EXISTING STRUCTURE IS ASSUMED TO BE IN GOOD CONDITION, FREE OF DAMAGE OR DETERIORATION.
CONTRACTOR TO VERIFY ALL ELEMENTS OF EXISTING STRUCTURE AFFECTED BY THIS MODIFICATION
AND NOTIFY ENGINEER OF RECORD IF ANY DAMAGE, DETERIORATION OR DISCREPANCIES BETWEEN
EXISTING CONDITIONS AND THOSE DEPICTED ON THESE CONSTRUCTION DRAWINGS ARE FOUND.
SPECIAL INSPECTION
1. IF REQUIRED, SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL
INSPECTOR.
2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER, ARCHITECT,
STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED.
3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER. SPECIAL
INSPECTOR TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS.
4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL
USED IF THE CONSTRUCTION TOOK PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE
REQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION
AND FURNISHES EVIDENCE OF COMPLIANCE.
5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT ALL WORK REQUIRING
SPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN
CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE
WORKMANSHIP PROVISIONS.
STRUCTURAL NOTES
GENERAL STRUCTURAL NOTES:
1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS
FOR OTHER SIMILAR WORK.
2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES.
3. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS
SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES,
DUCTS, ETC., UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR
INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC.
4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY
OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY
AND HOLD VERSION WIRELESS AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF VERIZON WIRELESS
WIRELESS OR THE ARCHITECT/ENGINEER.
5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO
NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES
NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND PEDESTRIANS DURING CONSTRUCTION.
SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO
CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC.
OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTION
OF SUCH ITEMS.
6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION.
7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOAD
SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE
SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.
8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES
WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR
SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION
OF THIS WORK.
9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS.
10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS.
11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E., DRYWALL, PLYWOOD, CEILING PANELS,
ETC.) SHALL BE REPLACED TO MATCH EXISTING.
THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION:
A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL
ENGINEER.
B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER,
AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE
ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF UNCORRECTED, TO THE PROPER
DESIGN AUTHORITY AND THE BUILDING OFFICIAL.
C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS
SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN
CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE
WORKMANSHIP PROVISIONS OF THE CODE.
D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS.
STANDARD STRUCTURAL STEEL NOTES:
1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM
A123-A123M-02 UNLESS NOTED OTHERWISE.
2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE A OR A501.
3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC
AND AWS D1.1 WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE
J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION", 14TH EDITION.
4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV. ASTM A307 BOLTS (5/8" DIA. UNO) AND
SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O AND SHALL INCLUDE HEAVY -HEX NUTS AND
STANDARD CUT WASHERS.
5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY USE 5/8" DIA
GALVANIZED ASTM A307 BOLTS U.N.O.
6. ALL STRUCTURAL PIPE ASTM A53, TYPE E OR S, GRADE B.
SPECIAL INSPECTION:
1. IF REQUIRED, SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL
INSPECTOR PER CODE FOR THE FOLLOWING ITEMS.
A. CONTINUOUS DURING THE INSTALLATION OF EXPANSION AND/OR ADHESIVE ANCHORS: INSPECT
HOLE SIZE, DEPTH, CLEANLINESS, AND INSTALLATION PER ICC REPORT.
DRAWING ABBREVIATIONS
AFF
ABOVE FINISH FLOOR
LF
LINEAR FEET
AGL
ABOVE GRADE LEVEL
MAX
MAXIMUM
AWG
AMERICAN WIRE GAUGE
MECH
MECHANICAL
AC
AIR CONDITIONING
MFR
MANUFACTURER
ADJ
ADJUSTABLE
MGR
MANAGER
APPROX
APPROXIMATELY
MIN
MINIMUM
AZ
AZIMUTH
MISC
MISCELLANEOUS
BLDG
BUILDING
MTL
METAL
CM
CONSTRUCTION MANAGER
MTZL
METALIZE(D)
CAB
CABINET
MW
MICROWAVE
CL
CENTERLINE
NEC
NATIONAL ELECTRICAL CODE
CLG
CEILING
NIC
NOT IN CONTRACT
CLR
CLEAR
NTS
NOT TO SCALE
CO
COPPER
N/A
NOT APPLICABLE
CONC
CONCRETE
OC
ON CENTER
COND
CONDUIT
OD
OUTSIDE DIAMETER
CONST
CONSTRUCTION
OP
OVERHEAD POWER
CONT
CONTINUOUS
OT
OVERHEAD FIBER
CPM
CASCADIA PM
OPP
OPPOSITE
D/C
DRAFTER/CHECKER
PL
PROPERTY LINE
DEMO
DEMOLISH
PLYWD
PLYWOOD
DIA
DIAMETER
PM
PROJECT MANAGER
DIM
DIMENSION
PROJ
PROJECT
DN
DOWN
PROP
PROPERTY
DTL
DETAIL
PT
PRESSURE TREATED
DWG
DRAWING
RO
ROUGH OPENING
EA
EACH
ROW
RIGHT OF WAY
ELECT
ELECTRICAL
RRU
REMOTE RADIO UNIT
ELEV
ELEVATION
REQ
REQUIRED
EQ
EQUAL
SBTC
SOLID BARE TINNED COPPER
EQUIP
EQUIPMENT
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
GC
GENERAL CONTRACTOR
TOC
TOP OF CONCRETE
GWB
GYPSUM WALL BOARD
TOM
TOP OF MASONRY
GR
GRADE
THRU
THROUGH
GRND
GROUND
TNND
TINNED
HVAC
HEATING, VENTING & AIR CONDITIONING
UBC
UNIFORM BUILDING CODE
HORIZ
HORIZONTAL
UG
UNDERGROUND
HT
HEIGHT
UNO
UNLESS NOTED OTHERWISE
IBC
INTERNATIONAL BUILDING CODE
UP
UNDERGROUND POWER
ID
INSIDE DIAMETER
OF
UNDERGROUND FIBER
IN
INCH
VIF
VERIFY IN FIELD
INSUL
INSULATION
VERT
VERTICAL
INT
INTERIOR
WP
WATERPROOF
JBOX
JUNCTION BOX
W/
WITH
LB(S)
POUND(S)
W/O WITHOUT
verizon
CENTERLI N E
SOLUTIONS
CP PROJECT NO.: VER-17-0003-4
PRELIMINARY
NO.
DATE
D/C
DESCRIPTION
0
03-10-17
JL/CL
90% CD REVIEW
1
04-28-17
JL/CL
CLIENT COMMENT
2
05-22-17
JL/CL
RF COMMENT
SUBMITTAL
D/C
DESCRIPTION
-17
JL/JL
BP SUBMITTAL
MTE
SITE NAME:
MARLAKE
SITE ADDRESS:
34301 9TH AVE S.
FEDERAL WAY, WA 98003
SHEET TITLE
GENERAL
NOTES
SHEET NO.
GN1 00