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OUTDOOR EQUIPMENT AND ROOFTOP ANTENNAS
SE63XC333
LINDAL CORD
10400 MARTIN LUTHER KING JR WAY (BLDG B)
TUKWILA, WA 98178
BUILDING CODE: IBC 2003
WASHINGTON STATE BUILDING CODE:
ADOPTION AND AMENDMENT OF 2003 IBC & ICC A117.1-1998:
CHAPTER 51-50 WAC
ADOPTION AND AMENDMENT OF 2003 IRC: CHAPTER 51-51 WAC
WASHINGTON STATE MECHANICAL CODE:
ADOPTION AND AMENDMENT OF THE 2003 IMC, IFGC & NFGC:
CHAPTER 51 -52 WAC
WASHINGTON STATE FIRE CODE:
ADOPTION AND AMENDMENT OF THE 2003 IFC: CHAPTER 51 -54 WAC
EMERGENCY RULE EFFECTIVE JULY 1, 2004
WASHINGTON STATE PLUMBING CODE:
ADOPTION AND AMENDMENT OF THE 2003 UPC: CHAPTER 51-56 WAC
ADOPTION AND AMENDMENT OF THE PLUMBING CODE APPENDICES:
CHAPTER 51 -57 WAC
WASHINGTON STATE ENERGY CODE: CHAPTER 51-11 WAC
WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE:
CHAPTER 51 -13 WAC
IN ANY SPECIFIC CASE ON CONFLICTS BETWEEN SECTIONS OF ANY CODE
REGUARDING MATERIALS, METHODS OF CONSTRUCTION, OR OTHER.
REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. WHERE THERE IS
CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.
SPECIAL INSPECTION AND TESTING �^ ^�
i E- OuIRE .% S�i'.i •A� INS .7CT.\/ \ .J��� L. BE P._ `FORMED 6v L
IN ~E DE\DEN7 SPEC :A_ I\SaEC73R P_R ' `\ ' -C, O= T--E UN EGRV
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POWER CONTACT
SEATTLE CITY LIGHT
206 - 684 -3254
TELEPHONE CONTACT
()WEST
1- 800 - 603 -6000
POWER & TELCO CONTACTS
FROM SEATAC AIRPORT:
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THE PROJECT CONSISTS OF THE INSTALLATION AND OPERATION OF ANTENNAS AND
ASSOCIATED EQUIPMENT CABINETS FOR SPRINT SPECTRUM'S PERSONAL COMMUNICATION
SERVICES (PCS) WIRELESS TELECOMMUNICATIONS NETWORK. A TOTAL OF (3) SECTORS.
(1) ANTENNAS TOTAL MOUNTED ON PROPOSED NON PENETRATING TRI -POD MOUNT.
MOUNTED ONTOP OF EXISTING BUILDING. PROPOSED SPRINT PCS EQUIPMENT CABINETS
WILL BE LOCATED IN LEASE AREA SOUTH OF EXISTING BUILDING. PROPOSED POWER/
TELCO SERVICE TO SITE.
PROJECT DESCRIPTION
APPLICANT /LESSEE
SPRINT PCS
4683 CHABOT DRIVE, SUITE 100
PLEASANTON, CA 94588
IMPLEMENTATION ENGINEER: JASON SEARS
PHONE: 425- 825 -6200
SITE ACQUISITION I LAND USE
NSA WIRELESS
2603 CAMINO RAMON #170
SAN RAMON. CA 94583
CONTACT: CHRISTINA SUAREZ
PHONE: 480- 363 -4343
PROPERTY INFORMATION
SITE TYPE: ROOFTOP
OWNER: LINDAL CEDAR HOMES .NC.
1201 3RD AVE #3800
SEATTLE. WA 98101
CONTACT: UNKNOWN
206-725-390C
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PROJECT SUMMARY
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DRIVING DIRECTIONS
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SFPA ^..J':1 PERmrr
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SHEET DESCRIPTION REV.
TI TITLE SHEET 6
T2 GENERAL NOTES AND CABLE SCHEDULE 6
Al SITE PLAN 6
A2 ENLARGED SITE PLAN, ENLARGED ANTENNA PLAN 6
AND ENLARGED EQUIPMENT PLAN
A3 SITE ELEVATIONS 6
A4 SITE PERSPECTIVE 6
A5 DETAILS 6
A6 DETAILS 6
LANDSCAPING PLAN, DETAILS AND NOTES 6
6
STRUCTURAL DETAILS 6
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Sprint PCS
4683 CHABOT DRIVE, SUITE 100
PLEASANTON, CA 94588
•
FPROJECT INFORMATION
LINDAL CORP
SE63XC333
10400 MARTIN LUTHER KING JR WAY
BUILDING B
TUKWILA, WA 98178
KING COUNTY
r; CURRcNT ISSUE DATE:
12/16/2005
ISSUED FOR:
CONSTRUCTION
-REV.: DATE:
DESCRIPTION:
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CONSULTANT:
Architects — Engineers, P.C.
4720 200111 STREET SIN. SUITE 200
L1t1�M� OOD, WA 98036
PHONE: (425) 670 -8651
FAX: (425) 712 -0646
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GENERAL CONTRACTOR NOTES
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ISSUED FOR
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05/11/2005
ISSUED FOR REVISED
ZONING PER CLIENT REV.
JDM
A
08/01/2005
ISSUED FOR
90% CD REVIEW
JDM
08/11/2005
ISSUED FOR
CONSTRUCTION
JDM
A10/21/2005
ISSUED FOR CONST.
CJC
6
12/16/2005 ISSUED FOR CONST.
PER CLIENT REVISION
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CONSULTANT:
Architects — Engineers, P.C.
4720 200111 STREET SIN. SUITE 200
L1t1�M� OOD, WA 98036
PHONE: (425) 670 -8651
FAX: (425) 712 -0646
-DRAWN BY: CHK.:
r-LICENSURE:
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SHEET NUMBER:. REVISION:
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PROJECT TEAM
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GENERAL CONTRACTOR NOTES
PROJECT TEAM
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SPRINT PCS
SITE
NAME LINDAL CORP
COAXIAL CABLE
CABLE
SPRINT PCS
2
SITE NAME: LINDAL CORP
MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK.
SECTOR
PROjF CT MATERIALS LIST
SITE
: SE63XC333
FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY 13,
THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING
PROJECT MAT LIST
TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
SITE #: SE63XC333
FOR REVISED J
JDM
AND UPON COMPLETION OF WORK REPAIR ANY DAMAGE THAT OCCURRED DURING
I M l ION
MANU A U E
- MODEL
Y.
UNITS
Y
ITEM T ION
AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED 14.
MANUFACTURER MODEL A
Y.
UNITS
Y
ANTENNAS 5' DIRECTIONAL PANEL ANTENNA
CSA
T.B.D.
N A
EA.
SPRINT
COPPER CONDUCTOR 2 AWG SOLID TINNED
THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED
HARGER 2T
N/A
L.F.
CONTRACTOR
ANTENNAS / 5' DIRECTIONAL PANEL ANTE NNA
EMS
mmmwdmmmw
RR65 - 18 02DPL2
3
EA.
SPRINT
COPPER INSULATED 2 STRANDED
HARGER 2 019G
300
L.F.
CONTRACTOR
ANTENNAS 5' DIRECTIONAL PANEL ANTENNA
N/A
N/A
N A
EA.
SPRINT
2
WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED
ORIENTATION AS DEPICTED ON THE CIVIL SURVEY. THE CONTRACTOR SHALL ASSUME
SOLE. LIABILITY FOR ANY FAILURE TO NOTIFY THE ARCHITECT /ENGINEER.
i
OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE.
WHITE
ANTENNA', GPS
N/A
N/A
N/A
EA.
SPRINT
GROUND BUS BAR 1 4 "X4 "X6"
BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND
HARGER GBI1446SPRPCSM
N a
EA.
CONTRACTOR
ANTENNA MOUNTS
VALMONT
-
1
EA.
CONTRACTOR
GROUND BUS BAR 1/4 . X4"XI2"
ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE
HARGER TGBI I 4412SPRPCS
10
EA.
CONTRACTOR
ANTENNA MOUNTS TOWER MOUNT
TOWER MFR.
- -
N A
EA.
CONTRACTOR
GROUND BUS BAR 1 4`X4 "X20" WITH 24" TAIL
THE BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY
HARGER TBGI14424SPRTP
N A
EA.
CONTRACTOR
ANTENNA MOUNTS WALL MOUNT
N/A
-
N A
EA.
CONTRACTOR
ENGINEER AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE.
9.
SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE
ANTENNA MOUNTS OMNI WHIP
CONTRACTOR SHOP
-
N/A
EA.
CONTRACTOR
GROUNDING KITS FOR 1/2' COAXIAL CABLE GPS
ANDREWS CORP SGL41OB4
2
EA.
SPRINT
ANTENNA MOUNTS GPS MOUNTING PLATE & PIPE
N/A
- -
N A
EA.
CONTRACTOR
GROUNDING KITS FOR 7 8" COAXIAL CABLE
CABLEWAVE 916199
N A
EA.
SPRINT
GROUNDING KITS FOR 1-1/4" COAXIAL CABLE
ANDREWS CORP 243400 -19
12
EA.
SPRINT
CABINET LARGE ANTENNA CABLE COVER ASSEMBLY ACCA
LUCENT
--
N/A
EA.
--
GROUNDING KITS FOR 1 - 8" COAXIAL CABLE
CABLEWAVE 916201
N A
EA.
SPRINT
CABINET COMPACT ANTENNA CABLE COVER ASSY ACCA
LUCENT
- -
1
EA.
SPRINT
GROUNDING KITS FOR 2 - 4" COAXIAL CABLE
CABLEWAVE 916202
N A
EA.
SPRINT
CABINET POWER CABINET PWR
LUCENT
- -
1
EA.
SPRINT
CABINET PRIMARY RADIO CABINET PRC`
LUCENT
--
1
EA.
SPRINT
GROUND ROD 5 8 "0X10' LONG COPPER CLAD
HARGER 5810
N A
EA.
CONTRACTOR
CABINET/GRO WTH RADIO CABINET 1 G1
LUCENT
--
N A
EA.
SPRINT
CABINET GROWTH RADIO CABINET J G2
LUCENT
-
N/A
EA.
SPRINT
GROUND INSPECTION WELL 10 "0x24 DEEP
HARGER 36OPS
N/A
EA.
CONTRACTOR
CABINET/BACK POWER CABINET B U
LUCENT
-
1
EA.
SPRINT
GROUND INSPECTION WELL 10 "0x42` DEEP
HARGER 360P - 42
N A
EA.
CONTRACTOR
CABINET MINI POWER PROTECTION CABINET PPC
NORTHERN TECH.
- -
1
EA.
SPRINT
HOISTING GRIP FOR 1/2 COAXIAL CABLE
HARGER 910303
N A
EA.
CONTRACTOR
EQUIPMENT MOUNTING SKID PER PLAN
CONTRACTOR SHOP
PER PLAN
1
EA.
SPRINT
HOISTING GRIP FOR 718" COAXIAL CABLE
HARGER 910307
N A
EA.
CONTRACTOR
EQUIPMENT MOUNTING PLATFORM PER PLAN
CONTRACTOR SHOP
PER PLAN
N/A
EA.
CONTRACTOR
HOISTING GRIP FOR 1- 1/4 - COAXIAL CABLE
MICROFLECT B1731S
N/A
EA.
CONTRACTOR
HOISTING GRIP FOR 1-5/8 COAXIAL CABLE
HARGER 910311
N A
EA.
CONTRACTOR
CABLE TRAY WITH COVER 12" WIDTH
CONTRACTOR
N A
L.F.
CONTRACTOR
HOISTING GRIP FOR 2- 1/4" - COAXIAL CABLE
HARGER 914988
N A
EA.
CONTRACTOR
CABLE TRAY WITH COYER 18" WIDTH
CONTRACTOR
N A
L.F.
CONTRACTOR
CABLE LADDER 12` WIDTH
NEWTON
2093 -6
N A
L.F.
CONTRACTOR
METER CAN 200A 22K A I.C.
CIRCLE A.W. OR APPROVED EQUAL
N A
EA.
CONTRACTOR
CABLE BRIDGE & PED. CROSSOVER 13 -3 4" WIDE
GRIP STRUT
H -34010
N A
L.F.
CONTRACTOR
METER CAN 200A 42K A.I.C.
CIRCLE A.W. 0R APPROVED EQUAL
N A
EA.
CONTRACTOR
CABLE BRIDGE do PIED. CROSSOVER/23- WIDE
GRIP STRUT
H - 54010
N A
L.F.
CONTRACTOR
CABLE CONDUIT
CONTRACTOR
N A
L.F.
CONTRACTOR
POSITRON FILTER
N/A
EA.
CONTRACTOR
CABLE BRIDGE GRIP STRUT 11-3/4"
GRIP STRUT
N A
L.F.
CONTRACTOR
PULL BOX 12'.12"X6"
CONTRACTOR
N A
EA.
CONTRACTOR
COAXIAL CABLE 1/ LOW VSWR
ANDREW CORP
LD4P50A -41
N A
L.F.
SPRINT
PULL BOX 6 "X6 "X18"
CONTRACTOR
N/A
EA.
CONTRACTOR
COAXIAL CABLE/1-1/4 LOW VSWR LDF6P -50 -41
ANDREW CORP
LDF6P -50 -41
N/A
L.F.
SPRINT
PULL BOX OTHER PER PLAN
CONTRACTOR
N A
EA.
CONTRACTOR
COAXIAL CABLE 1 - 8" LOW VSWR FOAM FLC158 -50J
5
CABLEWAVE
810920 -001
900
L.F.
SPRINT
COAXIAL CABLE/2 LOW VSWR FOAM FLC214 - 50J
CABLEWAVE
811046-001
N A
L.F.
SPRINT
SAFETY SWITCH PER PLAN
PER PLAN PER PLAN
N/A
EA.
CONTRACTOR
TOP JUMPER CABLE DIN M DIN M
ANDREW SURE FLEX
L4APDMDM6
7
EA.
SPRINT
BOTTOM JUMPER CABLE N M DIN M
ANDREW SURE FLEX
L4APDMDM4
7
EA.
SPRINT
SLEEPERS 4.4X15" PTDF FOR 12 "t TRAY
BY CONTRACTOR
N A
EA.
CONTRACTOR
SLEEPERS 4X4X21" PTDF FOR 18" TRAY
BY CONTRACTOR
N A
EA.
CONTRACTOR
COAXIAL CABLE CONNECTORS / MAL
ANDREWS CORP
F4PNMC
1
EA
SPRINT
SLEEPERS 4X4X30" PTDF FOR 24 "f PLANK
BY CONTRACTOR
N A
EA.
CONTRACTOR
COAXIAL CABLE CONNECTORS 0 GPS RUN /N MALE
ANDREWS CORP
F4PDMV2C
1
EA.
SPRINT
COAXIAL CABLE CONNECTORS /N FEMALE 7/8"
CABLEWAVE
PNF 734837
N/A
EA.
SPRINT
CHANNEL 1 - 8 - 8" 12 GA.
UNISTRUT P1000T
N/A
L.F.
CONTRACTOR
COAXIAL CABLE CONNECTORS DIN FEMALE 1- 114
ANDREW CORP
L6PDFRC
6
EA.
SPRINT
CHANNEL 1 - 5 8 "X13 16" 16 GA.
UNISTRUT P4000T
N/
L.F.
CONTRACTOR
COAXIAL CABLE CONNECTORS /N FEMALE 1
CABLEWAVE
PNF 738863
N/A
EA.
SPRINT
CHANNEL OTHER PER PLAN
PER PLAN PER PLAN
N A
L.F.
CONTRACTOR
COAXIAL CABLE CONNECTORS N FEMALE 2-1/4
CABLEWAVE
PNF 734949
N/A
EA.
SPRINT
WEATHERPROOFING KIT
ANDREW CORP 221213
12
EA.
CONTRACTOR
CONCRETE UTILITY BOX /ELECTRICAL 11.25 "X30"
CHRISTY
N36
0
EA.
CONTRACTOR
CONCRETE UTILITY BOX /TELEPHONE 17.75 "X30"
CHRISTY
PTS1730
0
EA
CONTRACTOR
CABLE BRIDGE SUPPORT L3x3x1 4
CONTRACTOR PER PLAN
N A
EA.
CONTRACTOR
CABLE BRIDGE SUPPORT 2-3/8 O.D. G.I. PIPE
CONTRACTOR PER PLAN
NIA
EA.
CONTRACTOR
DIGITAL SUB -METER 120/208-240 10 10GA
E -MON CORP.
3208100 -SA
N/A
EA.
CONTRACTOR
DIGITAL SUB-METER 120/208-240 30 100A
E -MON CORP.
20$100 KIT
N A
EA
CONTRACTOR
SWAGED ALUMINUM GRATING
GRATING PACIFIC 1- 1/4 - RECT. BAR
N A
S.F.
CONTRACTOR
DIGITAL SUB -METER 277/48C 30 100A
E -MON CORP.
480100 KIT
N/A
EA
CONTRACTOR
GENERATOR RECEPTACLE 200A 2P3W
HUBBELL
OR APPROVED EQUAL
1
EA_
CONTRACTOR
NOTE:
THIS LIST REPRESENTS BASIC COMPONENTS ONLY AND IS NOT ALL- INCLUSNE. CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING ALL COMPONENTS AND QUANTITIES REQUIRED TO COMPLETE THE WORK DEPICTED.
GENERATOR RECEPTACLE 100A 3P4W HUBBELL 410OB12W N A EA CONTRACTOR
GENERATOR RECEPTACLE BACK BOX /NON- METALLIC HUBBELL BBIOOON N/A EA CONTRACTOR
1 MATERIALS LIST
A.E. ANCHOR BOLT
FT.(')
FOOT(FEET) T.O.F.
TOP OF
FOUNDATION
ABV. ABOVE
FTG.
FOOTING
(PARAPET)
ACCA ANTENNA CABLE COVER ASSEMBLY
G.
GROWTH (CABINET) T.O.S.
TOP OF
STEEL
NEW ANTENNA
GROUT OR PLASTER
ADD'L ADDITK)NAL
GA
GAUGE T.O.W.
TOP OF
WALL
A.F.F. ABOVE FINISHED FLOOR
GI-
GALVANI TYR
TYPICAL
A.F.G. ABOVE FINISHED GRADE
G.F.I.
CROUND FAULT CIRCUIT INTERRUPTER U.G.
UNDER
GROUND
EXISTING ANTENNA
(E) BRICK
ALUM ALUMNUM
GLB.(GLU - LAM ) GLUE LAMINATED BEAM U.L.
UNDERWRITERS LABORATORY
ALT. ALTERNATE
GPS
GLOBAL POSITK"NG SYSTEM U.N.O.
UNLESS
NOTED OTHERWISE
GROUND ROD
(E) MASONRY
ANT. ANTENNA
GRND.
GROUND V.I.F.
VERIFY
IN FIELD
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HDR.
HEADER W
WI DE( WI DTH)
T—r GROUND BUS BAR
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CON CRETE
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AWG AMERICAN WIRE GAUGE
HGR.
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HANGER W/
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WITH
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ICU.
ISOLATED COPPER GROUND BUS W.P.
WEATHERPROOF
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L.F.
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OLT. BOTTOM OF FOOTING
L .
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TECH.
MECWANI-AL
WOOD CONT.
CLG. CEILING
MFR.
MANUFACTURER
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3 LEGEND
4 ABBREVIATIONS
2
GENERAL CONSTRUCTION NOTES:
1.
THE FACILITY IS AN UNOCCUPIED DIGITAL TELECOMMUNICATION FACILITY. 12.
DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS
COAXIAL CABLE
CABLE
MAY BE REQUIRED TO SUIT .JOB DIMENSIONS OR CONDITIONS, AND SUCH
2
PLANS ARE NOT 10 BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC
MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK.
SECTOR
OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE
MAKE /MODEL
LENGTH
FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY 13,
THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING
LENGTH
TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
IMPROVEMENTS, PAVING, CURBS, VEGETATION, GALVANIZED SURFACES, ETC.,
FOR REVISED J
JDM
AND UPON COMPLETION OF WORK REPAIR ANY DAMAGE THAT OCCURRED DURING
3.
PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE JOB
CONSTRUCTION TO THE SATISFACTION OF SPRINT.
SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS
08/01/2005 I
ISSUED F
AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED 14.
KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF All DIRT, DEBRIS,
AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES
RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY.
ARE TO BE BROUGHT TO THE ATTENTION OF THE IMPLEMENTATION ENGINEER
LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, OUST OR
SECTOR
AND ARCHITECT /ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
SMUDGES OF ANY NATURE.
4.
THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED
BROWN
6'
BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED 15.
REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT
1
BY THE CONTRACT DOCUMENTS.
OF SURVEY DRAWING (SHEET LS 1), SHALL NOT BE USED TO IDENTIFY OR ESTABLISH
THE BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR SHALL RELY SOLELY
ON THE PLOT OF SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR
5.
CONTRACTOR SHALL CONTACT USA BEFORE PROCEEDING WITH ANY EXCAVATION,
THE ESTABLISHMENT OF TRUE NORTH AND SHALL NOTIFY THE ARCHITECT /ENGINEER
ISO•-
SITE WORK OR CONSTRUCTION.
PRIOR TO PROCEEDING WITH THE WORK IF ANY DISCREPANCY IS FOUND BETWEEN
6.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE
THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE NORTH
2
WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED
ORIENTATION AS DEPICTED ON THE CIVIL SURVEY. THE CONTRACTOR SHALL ASSUME
SOLE. LIABILITY FOR ANY FAILURE TO NOTIFY THE ARCHITECT /ENGINEER.
i
OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE.
WHITE
16.
PENETRATIONS OF ROOF MEMBRANES SHALL BE PATCHED /FLASHED AND MADE
7.
ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT
WATERTIGHT USING LIKE MATERIALS IN ACCORDANCE WITH NRCA ROOFING STANDARDS
GREEN
� BROWN
BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND
AND DETAILS. CONTRACTOR SHALL OBTAIN DETAILING CLARIFICATION FOR SITE - SPECIFIC
_ 0'
ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL
CONDITIONS FROM ARCHITECT /ENGINEER, IF NECESSARY, BEFORE PROCEEDING.
LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC
AUTHORITY REGARDING 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
COS %/A
JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.
8.
THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING
THE BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY
COti7RAC "OR 70 iE_ VER�F�Y CAJE. _ENG "-�S P?IVR -0 OQDER',NGI. rAa?ICJ►�+Gti. ^R ;!tiS'AL�A''0'v OF CABLES.
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 IMPLEMENTATION
ENGINEER AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE.
9.
SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE
CODE APPROVED MATERIALS.
10.
PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN
2 -A OR 2 -AIOBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE
PROJECT AREA DURING CONSTRUCTION.
11.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 23 OF THE UBC
REGARDING EARTHQUAKE PIPING, LIGHT FIXTURES, CEILING GRID, INTERIOR
PARTITIONS AND MECHANICAL EQUIPMENT. ALL WORK MUST BE IN ACCORDANCE
WITH LOCAL EARTHQUAKE CODES AND REGULATIONS.
GENERAL NOTES
Jr�
- mila
Stn twit nr Iz =T ^ * -.
ANTENNA
AZIMUTH
ANTENNA
COAXIAL CABLE
CABLE
COLOR
TOP JUMPER
BOTTOM JUMPER
COMMENTS
SECTOR
MAKE /MODEL
LENGTH
SIZE
CODE
LENGTH
LENGTH
MECHANICAL DOWN TIL
FOR REVISED J
JDM
3 0
08/01/2005 I
ISSUED F
FOR J
JDM
YELLOW
4 0
SECTOR
0
EIS
RR65- 18- 02DPL2
150' -0"
1 -5/8"
BROWN
6'
4'
_ •
C
1
WHITE
SECTOR
120'
EMS
RR65 - �8 -02CPL2
ISO•-
RED
BROWN
6'
4 •
o•
2
i
WHITE
SECTOR
240'
RR65- 8 E VS 020P:2 ' X0•-0
1 -5/8"
GREEN
� BROWN
6'
4•
_ 0'
�
j WHITE
COS %/A
N/ A
ExISTIrvG
NO
COti7RAC "OR 70 iE_ VER�F�Y CAJE. _ENG "-�S P?IVR -0 OQDER',NGI. rAa?ICJ►�+Gti. ^R ;!tiS'AL�A''0'v OF CABLES.
ANTENNA 8 CABLE SCHEDULE
mmmmmmmmmmmm� -
0 Im
Sprint PCS
4683 CHABOT DRIVE SUITE 100
PLEASANTON, CA 94588
rK i i r n Hii
LINDAL CORP
SE63XC333
10400 MARTIN LUTHER KING JR WAY
BUILDING 8
TUKWILA, WA 98178
KING COUNTY
r -CU RRENT IS5UE DAT
12/16/2005
L-ISS
FOR:
CONSTRUCTION
—R V.• A
AT R
RIPTI T
T *--
1
04/12/"2005 I
ISSUE O
O J
JDM
SUBMITTAL
2
05/11/2005 I
ISSUED F
FOR REVISED J
JDM
3 0
08/01/2005 I
ISSUED F
FOR J
JDM
4 0
08/11/2005 I
ISSUED FOR J
JDM
10/21/2005 ISSUED FOR CONST. CJC
6 12/16/2005 ISSUED FOR CONST. CJC
PER CLIENT REVISION
1 � � m
MEN I
MEN I
KDC
•
Architects — En 9 inns, P.C.
I 4720 200TH STREET Sk SUITE 200
LYWMW, 111 98036
MX: (425) 670 -8651
FAX: (425) 712 -0846
I - N K ' -
5773 �--� --
-SHEET TITLE:
GENERAL NOTES
AND CABLE SCHEDULE
=SHEET NUURER-- REV►S0N.
1
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tip
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Is
pit t.
Sprint PCS
4683 CHABOT DRIVE, SUITE 100
PLEASANTON, CA 94588
INhUKMAII N:
LINDAL CORP
SE63XC333
10400 MARTIN LUTHER KING JR WAY
BUILDING B
TUKWILA, WA 9$178
KING COUNTY
1
04/12/2005
ISSUED FOR
ZONING
JDM
12/16/2005
SUBMITTAL
= ISSUED F R-
05/11/2005
ISSUED FOR REVISED
ZONING PER CLIENT REV.
JDM
CONSTRUCTION
3
-RFV — f1ATF--
I1FGfRIPTI0N-RY-_
JDM
1
04/12/2005
ISSUED FOR
ZONING
JDM
SUBMITTAL
2
05/11/2005
ISSUED FOR REVISED
ZONING PER CLIENT REV.
JDM
3
08/01/2005
ISSUED FOR
90% REVIEW
JDM
CD
4
08/11/2005
ISSUED FOR
CONSTRUCTION
JDM
5
10/21/2005
ISSUED FOR CONST.
CJC
6
12/16/2005
ISSUED FOR CONST.
PER CLIENT REVISION
CJC
It - INF7
mm 0
ME I
mom
KDC
Architects — Engineers, P.C.
4720 2" STREET Sw, SME 200
LYN 0000, a 98036
MAE: (425) 670 -8651
F AX: (425) 7 -0646
5773 REGIS
o ciwa
S IISHIGZON
OVERALL
-XlCG I FlUMt3CR: rNLvI>rurr:
b!'t* it K I1
��'��•' .r' • +.A
VC
X111 -Ot 90 AZg t - L 39w n — awtS w 1 w
lb 46
PROPOSED PROPOSED SPRINT PCS
EXISTING DOING 8 TELCO ROUTE ON EXISTING
10401 MARTIN LUTHER BUILDING ROOFTOP THEN DOWN TO EXISTING BUILDING
� TELCO
PROJECT KING JR. W
ROOM ( APPROX 350'-O SEE
AREA 1/A1 FOR CONTINUATION
� PROPOSED SPRINT � �
` 2 NON PENETRATING TRI -POD
SEE A2
CO W/ 24 "0 SHROUD A-5
CO COAX COAX (T.O.A• g'-11" ABOVE ROOF LEVEL) PROPOSED SPRINT COAX
T T T T SHROUD AT EXISTING
BUILDING WALL (PAINT TO
PROPOSED SPRINT COAX � MATCH EXISTING BUILDING)
SHROUD AT EXISTING
6 7 8 12
r BUILDING WALL (PAINT TO
MATCH EXISTING BUILDING)
6 7 8 12 COAX COAX CO
O
v Y A -5 A -5 A -5 A -5
\ �■ ■�■� ■■■■ I■II�■ �■rl� �--- -- T T T T
\ PROPOSED BUILDING OSHA
t- APPROVED VERTICAL LADDER (TO
O BE INSTALLED BY SPRINT PCS)
0 (PAINT TO MATCH EXISTING
BUILDING) CONTRACTOR TO
\ INSTALL ANTI -CLIMB SECURITY
r DEVICE TO 20' -0" A.G.L.
7
A -6
Y
1
Y
1 '4
O
U
Y
4 r .
1
i
rn
o' �`•r xr
CO p•QD� U
cr u'-
�r
SBaC �
U
1 0
r
x O
1 z r
r
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PROPOSE[
t
PROJECT A REA
PROPOSED BUILDING OSHA
APPROVED VERTICAL
LADDER (TO BE INSTALLED
BY SPRINT PCS) (PAINT TO
MATCH EXISTING BUILDING)
CONTRACTOR TO INSTALL
ANTI -CLIMB SECURITY
DEVICE TO 20' -0" A.G.L.
% N
THIS IS NOT A SITE SURVEY
PROPERTY BOUNDARIES, ORIENTATION OF TRUE NOF
STREET HALF - WIDTHS HAVE BEEN OBTAINED FROM
?CEL MAPS / AERIAL PHOTOS AND ARE APPROXIMATE
PAINT NOTE:
PROPOSED ANTENNA AND ANTENNA
MOUNTS TO BE PAINTED TO MATCH
APPROX LOCATION EXISTING BUILDING
OF EXISTING
CONCRETE CURB
PROPOSED SPRINT COAX NOTE:
PCS U.G. COAX
ROUTE ( APPROX FINAL COAX ROUTE TO BE
150' -0) DETERMINED IN FIELD COORDINATE
5 WITH CONSTRUCTION MANAGER
A -5
PROPOSED SPRINT PCS U.G
TELCO ROUTE TO EXISTING BUILDING
THEN TO ROOFTOP THEN DOWN TO
EXISTING BUILDING TELCO ROOM
( APPROX 350' -0 "t) SEE 1 /A1 FOR
CONTINUATION A -6
1
PROPOSED SPRINT PCS
U.G. POWER ROUTE
( APPROX 110' -0 "f) TO
PROPOSED UTILITY RACK
(SEE 1 /A 1 FOR
CONTtNUAT10N) /
A-6
1
A -3
W
U
i STRUCTURAL N
SEE SHEETS S -1 FOR ROOFTOP
REINFORCEMENT
r--
i
I—
�- N
' r
/s
I
N
PROPOSED SPRINT PCS
NON PENETRATING TRI -POD
rF
o A -5
0
10 � EXISTING euILoM e
LUTHER'
/
(10401 MARTIN a — �
� KING G ,IR. WAY)
2 ENLARGED ANTENNA PLAN S � �.
t ,
18' -9
m
t
v i : . 3 v i •i c - r . v i
3' - MIN CLEARANCE
` • vi
PER LOCAL N.E.C. CODES - ;
O
2-6 PROPOSED LOCATION OF
EXISTING SPRINT PCS
A-6 UTILITY RACK i e• - . � _
EXISTING SPRINT PCS
MODCEL! EQUIPMENT
SEE 2 _
PROPOSED SPRINT PCS
5' -0" WIDE TYPE 1
LANDSCAPE BUFFER
K 2 ' �i� PROPOSED LOCATION OF - _ _ . _ " : _
- 3' -0" MIN CLEARANCE
A-6 EXISTING SPRINT PCS __ - _ - . ^ _ ' '
UTILITY RACK J �"� PER LOCAL N.E.C. CODES
EXISTING SOR:Nll 0!'--S
X,
i
PROPOS SPRINT PCS
- C &X SUPPORT RACK
E) �-5
CC
1 -
I'LANEWAPING NOTE
1
— r ►
_ r
F'ROPE LOOE
N04 it 7 134.84 N . -- _ _ - - . _ _ - - - _ s�•:. , �.-- �' :�► �,_ _ •� _ V'_
A
3-
EXISTING SPRINT PCS
CONCRETE PAD
PROPOSED SPRINT PCS
"EMS" RR65- 18- 02DPL2
PANEL ANTENNAS
(TYP OF 3)
i
I I c OAX Co
COAX �J- PROPOSED SPRINT PCS
24 "0 SHROUD (T.O.A.
9' -11 " ABOVE ROOF LEVEL)
INI KMAII '
F'AH
'
O
I
LINDAL CORP
u0 �
10400 MARTIN LUTHER KING JR WAY
PROPOSED SPRINT PCS
NON PENETRATING TRI -POD
rF
o A -5
0
10 � EXISTING euILoM e
LUTHER'
/
(10401 MARTIN a — �
� KING G ,IR. WAY)
2 ENLARGED ANTENNA PLAN S � �.
t ,
18' -9
m
t
v i : . 3 v i •i c - r . v i
3' - MIN CLEARANCE
` • vi
PER LOCAL N.E.C. CODES - ;
O
2-6 PROPOSED LOCATION OF
EXISTING SPRINT PCS
A-6 UTILITY RACK i e• - . � _
EXISTING SPRINT PCS
MODCEL! EQUIPMENT
SEE 2 _
PROPOSED SPRINT PCS
5' -0" WIDE TYPE 1
LANDSCAPE BUFFER
K 2 ' �i� PROPOSED LOCATION OF - _ _ . _ " : _
- 3' -0" MIN CLEARANCE
A-6 EXISTING SPRINT PCS __ - _ - . ^ _ ' '
UTILITY RACK J �"� PER LOCAL N.E.C. CODES
EXISTING SOR:Nll 0!'--S
X,
i
PROPOS SPRINT PCS
- C &X SUPPORT RACK
E) �-5
CC
1 -
I'LANEWAPING NOTE
1
— r ►
_ r
F'ROPE LOOE
N04 it 7 134.84 N . -- _ _ - - . _ _ - - - _ s�•:. , �.-- �' :�► �,_ _ •� _ V'_
A
3-
EXISTING SPRINT PCS
CONCRETE PAD
PROPOSED SPRINT PCS
"EMS" RR65- 18- 02DPL2
PANEL ANTENNAS
(TYP OF 3)
i
I I c OAX Co
COAX �J- PROPOSED SPRINT PCS
24 "0 SHROUD (T.O.A.
9' -11 " ABOVE ROOF LEVEL)
, I fi;i
A L o n o w l oil z olf' o l ;111 so k
I 11 990 OLA"
v s �
PROPOSED ARBORVITAE
03' -0' O.C.
1 • w -
SC"
r
slirfilt
Sprint PCS
4683 CHABOT DRIVE, SUITE 100
PLEASANTON, CA 94588
F
INI KMAII '
F'AH
Y•
W
O
LINDAL CORP
u0 �
10400 MARTIN LUTHER KING JR WAY
BUILDING B
r
Wl
KING COUNTY
d
r —.CU RRENT
I AT:
4720 200TH STREET SIV. SATE 200
m
W
LYI4N*=, 0 98M
, I fi;i
A L o n o w l oil z olf' o l ;111 so k
I 11 990 OLA"
v s �
PROPOSED ARBORVITAE
03' -0' O.C.
1 • w -
SC"
r
slirfilt
Sprint PCS
4683 CHABOT DRIVE, SUITE 100
PLEASANTON, CA 94588
F
INI KMAII '
F'AH
Y•
LINDAL CORP
SE63XC333
10400 MARTIN LUTHER KING JR WAY
BUILDING B
TUKWILA, WA 98178
KING COUNTY
■.
r —.CU RRENT
I AT:
4720 200TH STREET SIV. SATE 200
LYI4N*=, 0 98M
Imc
12/16/2005
MX: (425) 670 -8651
FAX: (425) 712 -0846
ISSUEL
FOR:
CONSTRUCTION
REV.:—DATE:
DESCRIPTI N:
Y:
1
04/12/2005 ISSUED FOR
JDM
ZONING SUBMITTAL
2
05/11/2005 ISSUED FOR REVISED
PER REV.
JDM
ZONING CLIENT
3
08/01/2005 ISSUED FOR
909 REVIEW
JDM
CD
4
0$/11/2005 ISSUED FOR
CONSTRUCTION
JDM
5
ISSUED FOR CONST-
CJC
6
1 12/16/2005 ISSUED FOR CONST.
PER REVISION
CJC
CLIENT
-F' N -
PH
F'AH
Y•
Architects - Engineers, P.C.
■.
,
I
4720 200TH STREET SIV. SATE 200
LYI4N*=, 0 98M
Imc
MX: (425) 670 -8651
FAX: (425) 712 -0846
I II SHEET TITLE:
TITLE:
ENLARGED SITE PLAN,
(ENLARGED AN i ENyA PL,qR;
AND ENLARGED
EOUPMEN PLAN
SHEET NUMBER: REV
� .
or Is 124211
•�r
Wa J
PROPOSED 251.8 SO
FT GROUND COVER
AND 2" BARK /MULCH
IN PLANTING AREA
PROPOSED SPRINT PCS
5' - 0' WIDE TYPE 1
LANDSCAPE BUFFER
----- PROPOSED SPRINT PCS
COAX SUPPORT RACK
9
A -5
��t, rye �CT1
♦ N -
•
fj� 1T'
q
�1�1�I�1�1ii
•
PAINT NOTE:
PROPOSED ANTENNAS, AND ALL
'MOUNTING HARDWARE TO BE
FAINTED TO MATCH EXISTING
BUILDING COLOR.
9 ec� VrK
1 EAST ELEVATION � � ,,,*
PROPOSED SPRINT PCS
COAX SUPPORT RACK
2
EXISTING SPRINT PCS
MODCELL EQUIPMENT
1 1.
GRADE
701M
PROPOSED SPRINT PCS
LANDSCAPE BUFFER
• i PROPOSED LOCATION OF
I EXISTING SPRINT PCS
r- UTILITY RACK
EXISTING SPRINT PCS
CONCRETE PAD
4e. '
COAX COAX COAX COAX COAX COAX COAX COAX COAX 'COAX COAX COAX COAX COAX COAX COAX COAX COAX
EXISTING BOLDING ROOFTOP
TOP OF PROPOSED SPRINT PCS ANTENNA SHROUD
33' 5 "t
C.L. OF PROPOSED SPRINT PCS ANTENNAS
30'- 8 "t
PROPOSED SPRINT PCS ---
NON PENETRATING TRI -POD
TOP OF EXISTING ROOF
23' -6 "t
PROPOSED BUILDING OSHA APPROVED- f I
VERTICAL LADDER (TO BE INSTALLED BY
SPRINT PCS) (PAINT TO MATCH EXISTING I I
BUILDING) CONTRACTOR TO INSTALL
ANTI -CLIMB SECURITY DEVICE TO 20' -0" A.G.L. f
EXISTING BUILDING f 1
f I
� I
f I
f I
PROPOSED SPRINT PCS I I
U.G. COAX ROUTE
(APPROX 80' -0)
f I
EXISTING PAD MOUNTED f I
TRANSFORMER PM -875
#374840 (POINT OF SPRINT I I
PCS POWER CONNECTION) -
I I
I I
W
0
m
4
s
.,
GRADE
0' -0"
TOP OF PROPOSED SPRINT PCS ANTENNA SHROUD
33' -5"t
C.L. OF PROPOSED SPRINT PCS ANTENNAS
30' -8 "f
PROPOSED SPRINT PCS
24 "0 SHROUD (T.O.A.
9 ABOVE ROOF LEVEL)
PROPOSED SPRINT PCS
PANEL ANTENNAS
(TYP OF 3)
PROPOSED SPRINT PCS
NON PENETRATING TRI -POD
SOU TH ELEVATION �� ,°,�°
=i S i r. 1t
Sprint PCS
4683 CHABOT DRIVE, SUITE 100
PLEASANTON, CA 94588
7 -F'K I t t KMAII
LINDAL CORP
SE63XC333
10400 MARTIN LUTHER KING JR WAY
BUILDING B
TUKWILA, WA 98178
KING COUNTY
::CU RRENT ISSUE DAT
12/16/2005
F
CONSTRUCTION
=R .•
AT
NOTICE
NOTICE
Y :=
1
04/12/2005
SENERAL WO ° ° 700a FOR Wi 0 JG°3 ON8 �
FOR
JDM
ON 4HG AAFA OF AWEa M
SUBMITTAL
o t 0 00ema w4wing th5a sift 9maM 980 wfihorlud.
05/ 11 /2005
ISSUED
ZONING
FOR REVISED
PER REV.
JDM
NON
I I
o Amunn aN anunnu wo .
3
08/01/2005
Redo FmquNK7 ymnamllttem
In uas bsyond Mgt point
o Mekrbdn al*oaraeeecrl diatum a# 3 *W
*m ambnrm.
1 08/11/2005
Ob" al pambd *Va mW k4w wi8m for
woaldna In raft *may • +eriw•n1a.
Cal 14IM222.048 for him iv or a�latar►as.
M ao�o�aw� FMMI Oe�loioir Oo�ie� lii�
oar mIbA@" ,►EffWm- iWK PW2.
ISSUED FOR
CONSTRUCTION
JDM
RF WARNING SIGN
PROPOSED SPRINT PCS
COAX SUPPORT RACK
2
EXISTING SPRINT PCS
MODCELL EQUIPMENT
1 1.
GRADE
701M
PROPOSED SPRINT PCS
LANDSCAPE BUFFER
• i PROPOSED LOCATION OF
I EXISTING SPRINT PCS
r- UTILITY RACK
EXISTING SPRINT PCS
CONCRETE PAD
4e. '
COAX COAX COAX COAX COAX COAX COAX COAX COAX 'COAX COAX COAX COAX COAX COAX COAX COAX COAX
EXISTING BOLDING ROOFTOP
TOP OF PROPOSED SPRINT PCS ANTENNA SHROUD
33' 5 "t
C.L. OF PROPOSED SPRINT PCS ANTENNAS
30'- 8 "t
PROPOSED SPRINT PCS ---
NON PENETRATING TRI -POD
TOP OF EXISTING ROOF
23' -6 "t
PROPOSED BUILDING OSHA APPROVED- f I
VERTICAL LADDER (TO BE INSTALLED BY
SPRINT PCS) (PAINT TO MATCH EXISTING I I
BUILDING) CONTRACTOR TO INSTALL
ANTI -CLIMB SECURITY DEVICE TO 20' -0" A.G.L. f
EXISTING BUILDING f 1
f I
� I
f I
f I
PROPOSED SPRINT PCS I I
U.G. COAX ROUTE
(APPROX 80' -0)
f I
EXISTING PAD MOUNTED f I
TRANSFORMER PM -875
#374840 (POINT OF SPRINT I I
PCS POWER CONNECTION) -
I I
I I
W
0
m
4
s
.,
GRADE
0' -0"
TOP OF PROPOSED SPRINT PCS ANTENNA SHROUD
33' -5"t
C.L. OF PROPOSED SPRINT PCS ANTENNAS
30' -8 "f
PROPOSED SPRINT PCS
24 "0 SHROUD (T.O.A.
9 ABOVE ROOF LEVEL)
PROPOSED SPRINT PCS
PANEL ANTENNAS
(TYP OF 3)
PROPOSED SPRINT PCS
NON PENETRATING TRI -POD
SOU TH ELEVATION �� ,°,�°
=i S i r. 1t
Sprint PCS
4683 CHABOT DRIVE, SUITE 100
PLEASANTON, CA 94588
7 -F'K I t t KMAII
LINDAL CORP
SE63XC333
10400 MARTIN LUTHER KING JR WAY
BUILDING B
TUKWILA, WA 98178
KING COUNTY
::CU RRENT ISSUE DAT
12/16/2005
F
CONSTRUCTION
=R .•
AT
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1
04/12/2005
ISSUED
ZONING
FOR
JDM
SUBMITTAL
2
05/ 11 /2005
ISSUED
ZONING
FOR REVISED
PER REV.
JDM
NON
I I
CLIENT
3
08/01/2005
ISSUED FOR
90% REVI
JDM
1 08/11/2005
CD
4
ISSUED FOR
CONSTRUCTION
JDM
t 6 5 10/21/2005 ISSUED FOR CONST. CJC
12/ 16 /2005 ISSUED FOR CONST. CJC
PER CLIENT REVISION
=P -
FHLPAHLU
Y
Architects - Eng inee rs, P.C.
NON
I I
4720 200TH STREET S9. SLOTE 200
LYNkVOOD, 0 98036
Imc
PHONE: (425) 670 -8651
FN(: (425) 712 -0846
5773
METH D. CAMP
OF WqW,cr-0h
_ZkrlLL I I I I Lt:
SITE ELEVATIONS
- -SHEET NUMBER: REVISION:
L sorll s 12421
.��
0- V`
�'+ ` •
i CX%TER
m Ls l£ol soaenzet - l mvd n ££ C £93S 311/15 N0l0P0 -fS1/M d
f
PROPOSED SPRINT PCS
24 "0 SHROUD (T.O.A.
9' - 1 1 " ABOVE ROOF LEVEL)
PROPOSED SPRINT PCS
PANEL ANTENNAS
(TYP OF 3)
q
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in
A*rs��t.
4683 CHABOT DRIVE, SUITE
PLEASANTON, CA 94588
LINDAL CORP
SE63XC333
MARTIN LUTHER KING
BUILDING B
TUKWILA, WA 98178
KING COUNTY
12/16/2005
=ISSUED FOR
CONSTRUCTION
-ary -- nnrc-nccraiorinu av —
1
0 4/12/2005
ISSUED FOR
JDM
ZONING SUBMITTAL
2
05/11/2005
ISSUED FOR REVISED
PER
JDM
ZONING CLIENT REV.
3
08/01/2005
ISSUED FOR
JDM
90% CD REVIEW
4
08/11/2005
ISSUED FOR
JDM
CONSTRUCTION
5
10/21/2005
ISSUED FOR CONST.
CJC
6
12/16/2005
ISSUED FOR CONST.
CJC
PER CLIENT REVISION
Architects — Engineers, P.C.
4 720 200TH STREET SN. SURE 200
LYNNINOOD. MIA 98036
PHONE: (425) 670 -8651
FAX: (425) 712 -0846
5773 RE
WTEIIEDL
D CJIAO
ATE Of iNASHlGiQ41
! Ii
-SHEET TITLE.
SATE PERSPECTIVE I
-SHEET NUMBER: Bens +aN:�
6
F sas11 1 1242q
cry `� �+c�u►
Lk
wV *co cmvn ;pRI►1 -11 ZM.l n
1
Is
SITE WORK
1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND
STIPULATED IN THE SPECIF ICATION PROJECT SUMMARY
2. RUBBISH, STUMPS, DEBRIS, SPICKS, STONES AND OTHER REFUSE SHALL BE
REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.
3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY
FROM THE PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS
4. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.
FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR
EMBANKMENT.
5. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM
GRADE PRIOR TO THE CRUSHED STONE APPLICATION.
6. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES
WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES,
AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE
RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED
BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR
U ILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE
WORKING CREW.
7. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES,
WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED
AND SHALL BE CAPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS
TO THE APPROVAL OF' ENGINEERING.
NOT COVERED BY THE BUILDING, DRIVEWAY OR CRUSHED STONE SHALL BE
GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH
MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK.
1
STANDARD CIVIL NOTES
SCALE:
N.T.S. 2
PROPOSED SURFACE /GROUND
TRENCH
0
I
N
(3) 6 "0 SCHED 40
PVC CONDUIT
4" BEDDING SAND
MIN.
COVER TO MATCH EXISTING
PROPOSED COMPACTED
BACKFILL 90%
III =111=1'
Ili=! i 1,
-I — - - - - -- Ell
III UNDISTURBED SOIL
�I I �I
i WARNING TAPE W/ OPTIONAL
TRACE WIRE
1 k,
T
4
VALMONT MICROF
UNIVERSAL PIPE
ADAPTER KIT PAf
NO 81534
PROPOSED COAX
SUPPORT RACK I
ELEVATION
GPS ANTENNA
1 1/4" NOMINAL DIAMETER
(1.66" ACTUAL O.D.) X 2' -0"
MAX. SCHEDULE 40 GALVANIZED
STEEL MOUNTING PIPE
(SEE NOTE 4)
COAX CABLE
NOTES:
1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY
AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE
SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA.
2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR
SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH
HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA.
3. THE WEIGHT OF THE ANTENNA MOUNT IS 6.5 LBS.
4. IF ICE BRIDGE OR SIMILAR POST IS NOT GROUNDED, GROUND WITH #2
AWG TINNED BARE COPPER WIRE EXOTHERMICALLY BONDED TO POST
AND CONNECTED TO GROUND RING.
GPS ANTENNA DETAIL
2 ._ 0 »
3/8" Lo
TYP
ALUMINUM SHROUD
UNISTRUT 3/8 " DIA P1008
SPRING--LOADED NUT
(TYP PER HANGER)
ATTACH SHROUD TO UNISTRUT
TEK' TYP EACH SIDE) (2) 10
COAX (SIZE do QUANTITY
AS REQUIRED) Wl NON - INSULATING
HANGERS 0 4' " OC (TYP)
20 GA GALV STEEL OR ALUMINUM SHROUD
8 F REQUIRED. PAINT W/ 2 COATS
F ALKYD EXTERIOR PAINT;
FINISH PER REQUEST)
EXISTING WALL
UNISTRUT P1000, 24" L -
ATTACH TO WALL WITH
ANCHORS AS REQUIRED
FOR WALL CONDITION
.HANGER ® 4 00 �T (T
)
I
5 I COAX TRENCHING DETAIL
=-{ 6 � COAX SHROUD @WALL
UNISTRUT PIPE !CONDUIT CLAMP P 1 1 19
OR P2558 - 3 55 ;GALV.'l (TYPICAL)
FOLLOW MAhJF. RECOMMENDATIONS FOR
BOLT 'r OROUE
3 112 O.G. 6" LENGT UNISTRUT P1001
POs' .;'_C Max. F (GALV) INSTAL-` END CAPS ON
i
BOTH ENDS (TYPICAL)
f
I z
r- PIPE CAD (T` P i
/ � w
P'PE (GALV
c -� a • , N
U ti _� ,. . x ' (GAS ✓, E N DS
' �N � n., E CAPS 0% BOTH
`'^ ( 7vy• � �• ,
v Al ..
I I !
8"
1
Lin
I 1
ifflht
ANTENNA = EMS RR65- 18- 02 -OPL2
V1 AREA = 3.1 SO. FT.
WEPT = 13.5 LBS
2.75"
--.4 [.-
W
9 � COAX SUPPORT FRAME DETAIL „�' 01 ANTENNA DETAIL
MICI
NOt
8AL
SCALE: 3 ANTENNA MOUNT DETAIL
NOTES
1). INSERT SCISSOR BRACKETS
BETWEEN THE UPPER ANTENNA
MOUNTING BRACKET AND THE
UPPER POLE ADAPTER BRACKET.
SECURE USING 1 INCH
HARDWARE PROVIDED.
2), TO SET THE DEGREE OF DOWNTILT,
ALIGN THE DESIRED HOLES ON THE
SCISSOR BRACKETS AND SECURE
USING 5/16 INCH HARDWARE
PROVIDED.
3). THE NUMBER OF CONNECTORS
WILL VARY BASED ON ANTENNA
TYPE.
SCALE:
N.T.S. 4 TYP A
PARTS:
PTIONAL DOWNTILT
RACKET
PANEL ANTENNA (TYP)
PIPE MOUNT (TYP)
VALMONT MICROFLECT
PART #B1478 OR
APPROVED EQUAL
ITEM
QTY
DESCRIPTION
1
t - 't "JCS •'
.�...
F�y:, 0 ,:b•»,�4
I j
BRACKET, DOWNTILT, POLE
0
1
BRACKET, DOWNTILT, ANTENNA
®
4
1/2 X 1 HEX HEAD BOLT
Q
8"
1
Lin
I 1
ifflht
ANTENNA = EMS RR65- 18- 02 -OPL2
V1 AREA = 3.1 SO. FT.
WEPT = 13.5 LBS
2.75"
--.4 [.-
W
9 � COAX SUPPORT FRAME DETAIL „�' 01 ANTENNA DETAIL
MICI
NOt
8AL
SCALE: 3 ANTENNA MOUNT DETAIL
NOTES
1). INSERT SCISSOR BRACKETS
BETWEEN THE UPPER ANTENNA
MOUNTING BRACKET AND THE
UPPER POLE ADAPTER BRACKET.
SECURE USING 1 INCH
HARDWARE PROVIDED.
2), TO SET THE DEGREE OF DOWNTILT,
ALIGN THE DESIRED HOLES ON THE
SCISSOR BRACKETS AND SECURE
USING 5/16 INCH HARDWARE
PROVIDED.
3). THE NUMBER OF CONNECTORS
WILL VARY BASED ON ANTENNA
TYPE.
SCALE:
N.T.S. 4 TYP A
PARTS:
PTIONAL DOWNTILT
RACKET
PANEL ANTENNA (TYP)
PIPE MOUNT (TYP)
VALMONT MICROFLECT
PART #B1478 OR
APPROVED EQUAL
ITEM
QTY
DESCRIPTION
1
1
ADAPTER, POLE, LOWER
�2
1
BRACKET, DOWNTILT, POLE
0
1
BRACKET, DOWNTILT, ANTENNA
®
4
1/2 X 1 HEX HEAD BOLT
Q
4
1/2 SPLIT WASHER
®
2 __F_
5/16 X 1 HEX HEAD BOLT
7 2
A MOU NTING
-
5/16 SPLIT WASHER
SCALE:
�Tn
2' -0"
1/4" TYP.
ti
)WIN TO GRADE
VEL
KEY NOTES
04/12/2005 I
ISSUE
I1
45' INSIDE VERTICAL
O
12 " GALVANIZED LADDER TYPE TRAY
�2
P 1 O00 UNISTRUT
10
45• OUTSIDE VERTICAL
O3
UNiSTRUT ANGULAR FITTING #P1546
11
90' OUTSIDE VERTICAL
CINCH ANCHOR
12
P1000 UNISTRUTx 18" LONG W/
EXISTING PARAPET
3/8 "x7/8" HILTI EXPANSION BOLTS
�6
TRAY HOLDDOWN CLAMP (TYP.)
ANCHORED INTO CONCRETE
PARAPET OR 1 LAG BOLTS
Q7
EXISTING ROOF TOP
INSTALLED INTO WOOD FRAM
PARAPET OR WALL
�8
UNISTRUT U FITTING #A2472 -L
KEY NOTES
0 20 GA GALV ALUMINUM SHROUD (IF REQUIRED, PAINT W/ 2 COATS OF
ALKYD EXTERIOR PAINT; FINISH PER REQUEST)
ATTACH SHROUD TO UNISTRUT P 1538A (4' - OC W/ (2) #10 TEK'S,
TYP EACH SIDE)
�3 UNISTRUT MOUNTED AT WALL REFER TO PLAN
„� 7 � COAX @PARAPET „� 8 COAX SHROUD DETAIL
NOTE:
TELCO CONDUIT
HOLD DOWN CLAMP
FASTENED TO 4' X 4'
WITH 3/8" x 2 1/2
LONG LAG SCREWS.
4' X 4' x 6 (FOR CONWT) PRESSURE
TREATED. 'INSTALL EVERY 6• -8' WmEN MIMP 3'E
CON ROOF- SET LUMBER I N ROOFING TAR TO
WENT 110NEMEkT_
ALTERIW►TE: PVC SLEEPER MK310IFLECT P/N
81585 OR EQUAL
„"� 11 f TELCO Ca ROOFTOP
N.T.S.
CONTRACTOR T O �. P ; C00 UNISTRUT @
ENSURE WATER TIGHT 4' O.C_
PENETRATION @ EACH
LOCATION 6
TRAY ----- a
�-5
• EXiST!NG WALE
I
I
COAX
ooGHo ISE FA SRICA7ED I
F ROM 18 GAUGE
SHEET METAL \ �
O !
- ;; 3
CK
i I �
. � \J
1 1L�
s
U G (3: E" Da
Sc -4 4 PVC
cok 1;c
12 COAX TRANSITION DETAIL
scp4F:
KT.$.
•
Sprint PCS
4683 CHA80T DRIVE, SUITE 100
PLEASANTON, CA 94588
rr� I w4r VKMAI I N:
LINDAL CORP
SE63XC333
10400 MARTIN LUTHER KING JR WAY
BUILDING B
TUKWILA, WA 98178
KING COUNTY
- -RFV f�ATF• n� Qv.-'
1 0
04/12/2005 I
ISSUE
ZONII
Z L
- rLl11V3 rKt-rAKLU bT:
Architects - Engineers, P .C. g
4720 200TH STREET Sit. SUITE 200
LYNNMIOOD, NA 98036
PHONE: (425) 670 -8651
Imc
FAX: (425) 712 -0646
-CONSU TANT:
;REVIEW D r-
CODE Cn OI � V
A �r+r�� ittl I
JAN 'v 4
City Of TLKWi165
nI ITI r%TAI/` ►%n ITCTn+t=
HAWN Y: H K.: APV.:
CJC JMG EJC
r i n, R
I 5773
s�A� OF w°�►sa�crah 1
SHEET TITLE: I
_ DETAILS
SHEET NUMBER: RE iS!Cv%: -J
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sUT , or „ 124211 f
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-CONSU TANT:
;REVIEW D r-
CODE Cn OI � V
A �r+r�� ittl I
JAN 'v 4
City Of TLKWi165
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HAWN Y: H K.: APV.:
CJC JMG EJC
r i n, R
I 5773
s�A� OF w°�►sa�crah 1
SHEET TITLE: I
_ DETAILS
SHEET NUMBER: RE iS!Cv%: -J
I
t
sUT , or „ 124211 f
III �`C: � C`.11� �� /1 �Rf - • 7r�.a In -� � �►+ • C �r r r. w• •C.� -`— - _
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„�. _ "��' ."�. f� . t`� � _! — .�_ ww. 1r �. � ..�,� -- .�..•...._ + " «• �_ —� !- -•w. —� •�► r• +ter ��w�r w ..� _ ..."„�„„ ." _..� �rw. �� 1w� �r�.. —..� r-. +� �_ '^+ � ... —..►s .
18"
MINIMUM
FINISHED GRADE OR AC
PAVINC, MATCH SLOPE &
THICKNESS OF EXISTING
COMPACTED BACKFILL
PER EARTHWORK
SPECIFICATION
UNDISTURBED EARTH
4"o TELEPHONE--
CONDUIT
(2)-6 PAIR DROP
gel lh
04/12/2005
-mlwmw.
ISSUE
b T:
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05/11/2005
- 11-1117 �,__l
I la I I_—I I F I
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I_—I I I_—I 11-1
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UTILITY z
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II III Fl/.
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CONDUIT
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12/16/2005
ISSUE
PER
Lim
\X.
X
12 FROM
EDGE TO EDGE
U.G. TRENCH DETAIL
3" O.D. POST
UNISTRUT PIPE/CONDUIT
CLAMP P1119 OR P2558-35
(GALV.) (TYPICAL) FOLLOW MANUF.
RECOMMENDATIONS FOR BOLT TOROUE
3 UTILITY RACK PLAN VIEW
I STR
. U 7 01 r
LIN - , ; DC
'GAj V.% OF A-L
L
5 RIGHT ELEVATION
EXISTING RELOCATED SERVICE METER
0
EXISTING RELOCATED 200 AMP PANEL
>
EXISTING RELOCATED TELCO DEMARC
03
EXISTING RELOCATED GENERATOR RECEPTACLE
< >
UTILITY RACK NOTES
(2500 PSI)
4'-0" DEEP
N.T FRONT ELEVATION
SCALE:
SCAUE-
6 LEFT ELEVATION
SCALE-
KT S 7:1 LADDER DETAILS
REM
�
/4"x2* VERT SLOTTED HOLE IN
D.
OF
4GLE FOR 5/8"o BOLT. FIELD w0woh
ELD AFTER ADJU7STMENT
SHEET TITLE:
OPTION 2
DETAILS
SHEET NUMBER: ___RE\rlSl0N:
SC^X-
#tT-S Smug a cr 11 12421 1 1
Cr"*
BACKFILL (SAND
PER EARTHWORK
SPECIFICATION)
SCALE:
2
N.T.S.
LADDER
o"ll'-o"
SCALE:
N.T.S.
SCALE:
N.T.S.
BOTTOM HOOP BAR
CAGE NOTE:
11F C'A_'GE EXTOENDS VORE T
20*-0 USE WIDE HOOP I
4
UNISTRUT P5000 x3/8 0 WIDPONT
.GALV-) TYP. OF ALL
_");Jr P 0 R B A 7; A N E
DmENSIONS IBE -.'�jPP(
f
2 !,f2_-A3
3_0 CA,VA%-:Z-E' DIP;' ',/2 ' 2 - x'/2
5
_R_
-3/1,15- AT EVERY THlRD
30/ 16 RUNG BEC-31NNiNG 0
__\ TH , a:
E Top .%
/ a P-
x j<r, %�
BOLT
LADDER RUNG OPTION 1
-CONNECTION
VARIES
MIN 18"
SEE TABLE FOR
BAR DIMENSIONS
TOP OF TOP LADDER
0 ,--RUNG TO BE LEVEL
I W1 TOP OF ROOFTOP
4>1 -*j
5/8"o CONC.
4 EXP. BOLT, TYP.
3/8*'x2 1/2**
SUPPORT BAR
z
z
0 f
I
F
4
T
\ \- EXAMPLE OF A
UNAVOIDABLE
0
OBSTRUCTION
0
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Sprint PCS
4683 CHABOT DRIVE, SUITE 100
PLEASANTON, CA 94588
-r-msj%)L%_oi uNrUMMAHUN:
LINDAL CORP
SE63XC333
10400 MARTIN LUTHER KING JR WAY
BUILDING B
TUKWILA, WA 98178
KING COUNTY
r .-CURRENT ISSUE DATE:
/16 2005
12
.-ISSUED FOR:
CONSTRUCTION
N
_P17V
r
04/12/2005
-mlwmw.
ISSUE
b T:
ZONII
05/11/2005
ISSUE
ZONII
08/01/2005
ISSUE
moll
90%
08/11/2005
ISSUE
[KM
CONS
5
10/21/2005
ISSUE
z
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12/16/2005
ISSUE
PER
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kchitects Engin"irs, P.C.
4720 200TH 9REET SW. WITE 200
LYNMNOW. WA 9WX
[KM
MW (425) 670-8651
FAX: (425) 712-0846
7' MIN.
CLEARANCE NOTE:
MINIMUM 7" CLEARANCE
FROM CENTER LINE OF
LADDER RUNGS TO
OBSTRUCTION
2'- 7
3' WELDABLE
f r BUTTHINGES
quo
A
r LADDER
I-
INTERMEDIATE
HOOP BAR. TYP.
a r,. 0 i l
3/8"x2 112"
SUPPORT BAR
3"
z
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cc
0
Li
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2 1/2"
T TYP
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N
NN, -9
Typ TYPI Rl'-1 112
I —
x3/8 BAR (TYP)
"" '�INITERMEDLATE
40-
HOOP BAR 2x3/8"
3'-0"
<=
0
I
- -'It
-1
0
CxCx3/8" PLATE
ONNECTED TO WALL
r
1/4 S.S. CONCRETE c?
1> EX NSION ANCHORS.
FOR OCKING SECURITY
COVE HEN OPEN.
00
6 ")r
:' X31
ONN'
E 1 /4
X NSIC)
FOR OCI
COVE
rl
3 WELWLE
BUTT.HINGES
SEE OTHER
OPTIONS &2
ELEVATION
3/4"0 LADDER
RUNG
5/8 o CONC_
EXP. BOLT. TYP.
Llmz�u L:
SECTION 5773
S'
Puw VEW
qb
TRIM BRANCHES & FOLIAGE BY 1/3
WHILE RETAINING NATURAL SHAPE
SYMBOL BOTANICAL /COMMON NAME SIZE /COMMENTS
+ EMERALD GREEN ARBORVITAE 6 -8' HT., SPECIMEN QUALITY, B&B 1. WE WILL BE PROVIDING A 2 -YEAR WARRANTY ON THE LANDSCAPING PLANTS AND MATERIALS THAT WE INSTALL. 2" MIN. BARK MULCH
2. WE WILL BE MAINTAINING THE LANDSCAPE AREA DURING THE WARRANTY PERIOD, MONITORING THE PLANT MATERIAL WITH SITE VISITS ONCE A WEEK - 3" TEMP. CONT. EARTH SAUCER
GROUNDCOVER** DURING THE SUMMER SEASON (JUNE THROUGH SEPTEMBER) AND THEN BI- WEEKLY THROUGHOUT THE REMAINING SEASONS FOR WEED CONTROL AND FINISHED GRADE
WATERING OF THE PLANT MATERIAL.
4t�+_ GAULTHERIA SHALLON /SHAAL �/\ \ UNTIE & FOLD BACK BURLAP 1
1 GAL. CONT.. PLANT O 24" O.C. z ✓ \ / \ \ /\
VACCINIUM OVATUM /EVERGREEN HUCKLEBERRY 1 GAL. CONT., PLANT O 24" O.C. AS I N THE
THE FALL OFHATIAYEARPIRING PRIOR TO THE END OF THE 2 -YEAR WARRANTY PERIOD, WE WILL REPLACE THE PLANTING MATERIAL w� �` \��j /� \j/ / \ / \ /��\i. \�i� HEIGHT. SYNTHETIC BURLAP SHALL BE
COMPLETELY REMOVED.
" USE A MAXIMUM OF TWO SPECIES PER GROUPING IN MASS GROUPINGS 4. THE REPLACED PLANTING MATERIAL WILL BE COVERED BY AN EXTENDED 2 -YEAR WARRANTY PERIOD FOR THE PLANTING MATERIAL TO TAKE ROOT. o'\ //� SCARIFY EDGES OF HOLE
6" MIN. TOPSOIL MIXTURE (SEE SPECS.)
"' ♦ USE ONE OF THESE TWO SPECIES THROUGHOUT 5. THE WARRANTY DOES NOT COVER DAMAGE (PERSONAL OR ACT OF GOD) OR VANDALISM. 6" MIN. COMPACTED SOIL UNDER ROOT
NOTE: ALL SPECIES SELECTED ARE DROUGHT TOLERANT AND DEMAND LOW BALL
WATER USAGE.
LOOSEN HARD SUBSOIL AT BASE OF
HOLE WITH PICK
TYPICAL DMDL*W AND EVERMEEN SHRUB
PLANT SCHEDULE SCALE: SCALE
N.T SCAL
2
S. LANDSCAPE CONTRACTOR SHRUB WARRANTY � 3 PLANTING DET AIL
N.T.S. NT
S
N.T.S.
1.. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH
ALL OTHER SITE IMPROVEMENTS PRIOR TO STARTING LANDSCAPE WORK. 13' -9" 5' -0"
2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTRUBING
ANY EXISTING UTILITIES. IF ANY ARE ENCOUNTERED, CONTRACTOR IS TO
PROMPTLY ADVISE GENERAL CONTRACTOR AND OWNER.
3. CONTRACTOR SHALL MAINTAIN AND WATER PLANT MATERIAL UNTIL • • • ' • • •
OWNER'S FINAL ACCEPTANCE. + + + ,.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITY OF
PLANT MATERIAL REPRESENTED BY SYMBOLS ON THE DRAWING AND /OR _,j_ + 1 ! _,j_ ,,,j_ + ` o
t
COMPUTING SPECIFIC QUANTITIES OF PLANTS UTILIZING EQUILATERAL .
TRIANGULAR SPACING PATTERN AT THE ON- CENTER DISTANCES SHOWN.
• ,.
WHERE GROUNDCOVER ABUTS CURBING, SIGNS, WALKWAYS, OR PALES,
MINIMUM PLANTING DISTANCE SHALL BE 12" FROM CENTER OF PLANT TO ` ` ` + •
CURBING. WALKS, ETC. MINIMUM PLANTING DISTANCES SHALL BE 14" ` • " '' ' ` ' • • ' • • • •
FROM CENTER OF ALL TREES. • " • • • ' • • + • + • • + +
5. SUBGRADE TO WITHIN 1/10TH FOOT PROVIDED BY GENERAL CONTRACTOR 3' - 0" MIN CLEARANCE PROPOSED 251.8 SO
PER LOCAL N.E.C. CODES + � FT GROUND COVER
UNLESS OTHERWISE NOTED. � AND 2" BARK /MULCH
6. MIN. 4" DEPTH 5-W TOPSOIL (SEE SPECIFICATIONS) IN ALL LANDSCAPE AREAS, PROPOSED LOCATION OF IN PLANTING AREA
INCLUDES BED AREAS. SOD LAWN & HYDROSEEDED AREAS EXISTING SPRINT PCS
7. MIN. 2" DEPTH BARK MULCH IN ALL PLANTING BEDS.
UTILITY RACK + •
8. AL PLANT MATERIAL AND GRASS AREAS SHALL BE FERTILIZED (SEE o + ` • •
SPECIFICATIONS FOR TYPE AND APPLICATION RATE). +
9. ALL PLANT MATERIALS SHALL CONFORM TO AAN STAN DARD AR FOR NURSERY I + PROPOSED SPRINT PCS
STOCK, LATEST EDITION: �� COAX SUPPORT RACK
A. GENERAL: ALL PLANT MATERIALS FURNISHED SHALL BE HEALTHY EXISTING SPRINT PCS
�' + • • • o o �,..
REPRESENTATIVES, TYPICAL OF THEIR SPECIES OR VARIETY AND MODCELL EOUIPMENT I �
SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL BE FULL, CABINETS
WELL - BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS,
WELL ROOT SYSTEM. ALL PLANTS SHALL BE HARDY ...+
UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF
OJ
• ! r�
THE PROJECT.
+ 10 +
,�
B. TREES, SHRUBS, GROUNDCOVER: QUANTITIES, SPECIES AND VARIETIES, • • �a� ,,
SIZES AND CONDITION AS SHOWN ON PLANTING PLAN AND PLANT LIST. ti
E XI ST I N G SPRINT PCS I
PLANTS TO BE HEALTHY VIGOROUS, WELL - FOLIATED WHEN IN LEAF CONCRETE PAD 1
FREE OF DISEASE, INJURY. INSECTS, DECAY, HARMFUL DEFECTS. ALL `
WEEDS AND WEED ROOTS. NO SUBSTITUTIONS SHALL BE MADE WITHOUT CP
WRITTEN APPROVAL FROM THE ARCHITECT. o + C."
S
11 0. PLANT SHRUBS AND TREES A MINIMUM OF 36" FROM CURBS TO ALLOW � +
FOR CAR OVERHANG, UNLESS WHEELSTOPS ARE PROVIDED. -4
co 40 0 +
� 1 • A. WEEDING, TRIMMING, AND OTHER LANDSCAPING MAINTENANCE TO BE
PERFORMED BY SPRINT DURING NORMAL MONTHLY MAINTENANCE •
! i
J
B. WEEDS AND BLACKBERRIES TO BE REMOVED AT TIME OF PLANTING • • PROPOSED AR80RVITAE
PROPOSED LANDSCAPING. 03` -0" O.C.
. . . . +
12. ASPHALT OVERHANG !N PLANTING BEDS S HALL BE 6 OR LESS. GENERAL • • 3
•
CO NTRACT O R R ES NS!BLE FOR CUTTING AND REMOVING ANY EXCESS ASPHALT. r • •
1 3. PROVIDE 8" MOW STRIP W H ERE SOD IS ADJACENT TO BUILDING; BOARDED WIT • + o
WOOD HEADER.
1 - VI 4 x PRESSURE - T I
PRO DE 6
- HEADER BETWEEN PLANTING BED AREAS AND I
LAw'N,'HYDROSEEDED AREAS_
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!8_ 5' -0_ OF
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TUKWILA, WA 98178
KING COUNTY
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PROJECT INFORMATION:
LINDAL CORP
SE63XC333
10400 MARTIN LUTHER KING JR WAY
BUILDING B
TUKWiLA, WA 98178
KING COUNTY
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