10-101132 (2)VICINITY MAP
111AW SITE LOCATION..
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u
DRIVING DIRECTIONS
STARTING FROM VERIZON BELLEVUE OFFICE:
TAKE 1-90 W TOWARD SEATTLE, TAKE EXIT 10 TO MERGE ONTO 1-405 S TOWARD RENTON,
TAKE THE EXIT ONTO 1-5 S TOWARD PORTLAND, TAKE EXIT 143 FOR S 320TH ST TOWARD
FEDERAL WAY, TURN RIGHT AT S 320TH ST, TAKE THE 2ND LEFT ONTO 23RD AVE S,
CONTINUE ONTO S 324TH ST, TURN LEFT TOWARD PEBBLE BEACH CIR, TURN RIGHT AT
PEBBLE BEACH CIR, TAKE THE 2ND RIGHT ONTO MERION WAY, TURN RIGHT AT BURNING
TREE BLVD, TURN RIGHT AT OAKLAND HILLS BLVD, ARRIVE AT SITE ON THE LEFT.
APPROVAL / SIGN OFF
APPROVED BY:
DATE
SIGNATURE
SITE ACQUISITION
ZONING
R.F
CONSTRUCTION MANAGER
PROJECT MANAGER
REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH
REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED
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FEDERAL WAY, WA
KING COUNTY
PROJECT INFORMATION
APPLICANT / LESSEE:
VERIZON WIRELESS
15900 SE EASTGATE WAY, SUITE 231
BELLEVUE, WA 98008
PROJECT ENGINEER:
CORNERSTONE ENGINEERING, INC.
16928 WOODINVILLE REDMOND ROAD N.E. SUITE 210
WOODINVILLE, WA 98072
MARK W OLSON, P.E.
PH: (425) 487-1732
FAX: (425) 487-1734
CODE INFORMATION:
ZUNINC3 ULA66IF-IUA I IUN:
BUILDING CODE:
CODE INFORMATION:
CONSTRUCTION TYPE:
OCCUPANCY:
JURISDICTION:
PROPOSED BUILDING USE
RM3600
2006 IBC
2005 NEC
TELECOMMUNICATIONS
UNOCCUPIED
CITY OF FEDERAL WAY
UNMANNED TELECOMM.
SITE LOCATION: (BASED ON NAD 83
LATITUDE: 47018'18.8" N
LONGITUDE: 122018'8.44" W
TOP OF STRUCTURE: 120'-0" AGL
BASE OF STRUCTURE: 394.00' AMSL
PROJECT AREA:
TOWER WORK
GENERAL INFORMATION:
1. TRAFFIC IS UNAFFECTED.
2. NEW SIGNAGE IS PROPOSED.
3. ADDITIONAL IMPERVIOUS AREA IS PROPOSED.
PROJECT CONSULTANTS:
REALCOM ASSOCIATES
14432 SE EASTGATE WAY, SUITE 260
BELLEVUE, WA 98007
PHONE: (425) 274-4444
FAX: (425) 274-4449
PROPERTY OWNER:
BELMOR HOLDINGS LTD
1571 BELLEVUE AVE #210
W VANCOUVER BC CANADA V7V1A6
TOWER/POLE OWNER:
AMERICAN TOWER CORPORATION
116 HUNTINGTON AVE, 11 FLOOR
BOSTON, MA 02116
PH: (617) 375-7500
SITE NAME: CEEJAY
SITE NUMBER: 82935
SITE ACQUISITION:
OLIVIA BAZYLEWICZ
(425) 274-4444 EXT. 118
obaz@realcomassoc.com
LANDUSE / PERMITS:
SARAH TELSCHOW
(425) 274-4444 EXT. 114
steischow@realcomassoc.com
PROJECT MANAGER:
JULEI HINTY
(425) 274-4444 EXT. 128
PARCEL N-WiTIBER""
1621049037
AREA
A OF
2,732,954 SQ. FT.
(62.74± ACRES)
NEW IMPERVIOUS AREA:
0
PREVIOUS PERMIT APPROVALS:
SEP 95-0012 & UPR 95-0011
PROJECT DESCRIPTION:
THIS PROPOSAL IS TO MODIFY AN EXISTING TELECOMMUNICATION FACILITY WHICH INCLUDES THE FOLLOWING:
ADDITION OF A 2'0 MICROWAVE DISH WITH MOUNTING HARDWARE AT THE 110'-0" LEVEL TO AN EXISTING ±120-FOOT HIGH
STEEL MONOPOLE.
DRAWING INDEX
DWG. DESCRIPTION
NO.
T-1 TITLE SHEET
G-1 GENERAL NOTES
A-1 SITE PLAN
A-1.1 ENLARGED SITE PLAN
A-2 EXISTING & PROPOSED SOUTH ELEVATIONS
A-3 CONSTRUCTION DETAILS
LEGAL DESCRIPTION
SE 1/4 OF NW 1/4 & PORS OF SW 1/4 OF NE 1/4 & OF NW 1/4 OF SE 1/4 LY WLY OF PRIM ST
HWY NO 1 LESS POR TO KING COUNTY SC 533169 SUBJ TO TRAN LN ESMT LESS CO RD
APPWWF�1'
PLAN
City.Or`
B
UTILITY COMPANIES
POWER
PUGET SOUND ENERGY
(800) 321-4123
TELEPHONE
QWEST COMMUNICATIONS
(800) 475-7526
Verl onwireless
We never stop working for you.
3350161 st AVE SE / MS #221
BELLEVUE, WA 98008
R EAL C O M
:PLANS PREPARED BY:
4 c* COi:qNeiRsirONE n, c _
16928 WOODINVILLE-REDMOND RD NE,
SUITE 210
WOODINVILLE, WA 98072
PHONE: (425) 487-1732 FAX: (425) 487-1734
EMAIL: cei@cornerstone-engr.com
: PROJECT INFO:
SEA CEEJAY
2101 SOUTH 324th ST
FEDERAL WAY, WA 98199
KING COUNTY
r ISSUED FOR: �
L REV:=DATE: =DESCRIPTION:=BY:=CK:J
A02-09-10
FOR CONSTRUCTIONJRF
MWO
Qq
02-04-10
FOR REVIEW
LJS
MWO
`DRAWN BY: CHK.:-APV.:
LJS I JDG MWO
CURRENT ISSUE DATE:
02-22-10
r LICENSURE:
EXPIRES 02/15/12
DRAWING INFORMATION:
DRAWING TITLE:
LnPA\A/Wr- Kil IRARGR- '
T� . 1 0
CEI JOB NUMBER: 10-567
E I E FL
MAR 18 z010
CITY OF FEDERAL WAY
CDS
GENERAL NOTES:
CONCRETE NOTES:
STRUCTURAL NOTES:
1. THE PROPOSED INSTALLATION WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER
1.
ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318.
1.
SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR
OR SEWER SERVICE.
REVIEW PRIOR TO FABRICATION.
2.
CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC
2. THE PROPOSED INSTALLATION IS UNMANNED AND IS NOT FOR HUMAN HABITATION. (NO
2006 SECTION 1905 AND ACI 301. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS.
2.
STRUCTURAL STEEL DESIGN, FABRICATION, PAINTING AND ERECTION (INCLUDING FIELD WELDING,
HANDICAP ACCESS IS REQUIRED).
HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS)
TYPE OF CONSTRUCTION 28 DAY STRENGTHS
SHALL BE BASED ON THE AISI "SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF
3. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES
(fC)
STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE
PER MONTH, BY VERIZON WIRELESS TECHNICIANS.
A. SLABS ON GRADE
WITH IBC 2006 CHAPTER 17, BY A QUALIFIED TESTING AGENCY DESIGNED BY THE CONSULTANT.
TOPPING SLABS
THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST
4. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL.
CONCRETE PIERS 3000 psi
RESULTS.
5. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED.
B. ALL STRUCTURAL CONCRETE 4000 psi
3.
STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
6. ALL REFERENCES TO SPECIFIC STANDARDS FOR THIS PROPOSAL ARE UNDERSTOOD TO BE THE
C. CONCRETE FOUNDATIONS 3000 psi
TYPE OF MEMBER
LATEST VERSION.
CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II UNLESS NOTED OTHERWISE.
A. WIDE FLANGES ASTM A992, Fy = 50 ksi
7. THE TENDERED MUST UNDERGO A SITE VISIT TO CAREFULLY EXAMINE AND UNDERSTAND THE
B. PLATES, SHAPES, ANGLES, AND RODS ASTM A36, Fy = 36 ksi
SCOPE OF THE WORK REQUIRED BEFORE BID SUBMISSION. NO COMPENSATION IN ANY FORM
3.
THE CONSTRUCTION MANAGER SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND
C. SPECIAL SHAPES AND PLATES ASTM A572, Fy = 42 ksi
WILL BE PAID FOR EXPENSES RESULTING FROM FAILURE TO DO SO.
PROCEDURES OF CONCRETE PLACEMENT.
D. PIPES ASTM A53, Fy = 35 ksi
E. STRUCTURAL TUBING ASTM A500, Fy = 46 ksi
8. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE
4.
ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN
F. ANCHOR BOLTS ASTM A307
CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE
AIR -ENTRAINED AGENT CONFORMING TO ASTM C260, C494, C618, C989 AND C1017. TOTAL AIR
G. CONNECTION BOLTS ASTM A325
CONSTRUCTION MANAGER.
CONTENT SHALL BE IN ACCORDANCE WITH TABLES 1904 OF THE IBC 2006.
4.
ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER ASTM A123 / A123M-00.
9. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE
5.
REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy =
TRAYS, ELECTRICAL LINES, AND ANTENNA CABLES.
60,000 psi. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE
5.
ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND VERIZON WIRELESS STANDARDS AND
40, fy = 40,000 psi. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL
SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PRE
10. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS, ETC. IS INDICATED AS PROPOSED
CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF
QUALIFIED WELDS (AS DEFINED BY VERIZON WIRELESS) SHALL BE USED. WELDING OF GRADE 60
LOCATIONS ONLY. CONFIRM THE EXACT ROUTING WITH THE ON -SITE CONSTRUCTION MANAGER
MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES
REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES.
PRIOR TO THE START OF WORK.
SPECIFIED IN AWS D14 ARE SUBMITTED.
WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70XX
ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED.
11. ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE
6.
REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI
SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS.
PRE -CONSTRUCTION CONDITION OR BETTER.
315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A MINIMUM
OF 2'-0". PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS
6.
COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE SHOWN ON
12. INSPECTION OF COMPLETED WORK IS REQUIRED BEFORE COVERING UP. PROVIDE A MINIMUM
AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2-0". LAP ADJACENT MATS OF WELDED WIRE FABRIC
THE PLANS. PROVIDED MINIMUM SECTION PROPERTIES INDICATED. ALL COLD -FORMED STEEL
OF 72 HOURS NOTICE TO CONSULTANT.
A MINIMUM OF 8" AT SIDES AND ENDS.
FRAMING SHALL CONFORM TO THE AISI "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL
STRUCTURAL MEMBERS."
13. REMOVE AND CLEAN UP ANY DEBRIS OR MATERIAL FROM THE SITE THROUGHOUT THE DURATION
7.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.
OF THE CONTRACT ON A DAILY BASIS AND UPON COMPLETION OF THE WORK AS DIRECTED BY
7.
BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" 0) AND SHALL HAVE A
THE CONSTRUCTION MANAGER.
8.
SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy = 60,000
MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. ALL ASSEMBLIES ARE TO BE TIGHTENED IN
psi.
ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490", JUNE
14. OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR COMPLETION
30, 2004. FOR BEARING -TYPE CONNECTIONS, AS A MINIMUM, THE BOLTS SHALL BE TIGHTENED TO
OF WORK AND ACCEPTANCE. PROVIDED CERTIFICATES TO THE CONSTRUCTION MANAGER
9.
NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS
A "SNUG; TIGHT" CONDITION. A "SNUG TIGHT" CONDITION IS DEFINED AS THE TIGHTNESS THAT
VERIFYING THAT THE WORK CONFORMS TO THE REQUIREMENTS OF ALL CODES AND
SPECIFICALLY SO DETAILED OR APPROVED BY THE ENGINEER OF RECORD.
EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW
AUTHORITIES HAVING JURISDICTION.
IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD
10.
CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
WRENCH.
15. PROVIDE VERIZON WIRELESS WITH A WRITTEN WARRANTY, EFFECTIVE FOR ONE YEAR AFTER
DATE OF ACCEPTANCE, FOR THE COMPLETE INSTALLATION. REPAIR OR REPLACE ANY DEFECTS
A. FOOTINGS AND OTHER UNFORMED 3"
8.
NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A307 BOLTS UNLESS
ARISING DURING THIS PERIOD AT NO EXTRA COST TO VERIZON WIRELESS.
SURFACES, EARTH FACE
NOTED OTHERWISE.
16. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED, WITHOUT WRITTEN
B. FORMED SURFACES EXPOSED (#6 BARS OR LARGER) 2"
9.
ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE.
APPROVAL FROM THE CONSULTANT. FAILURE TO OBSERVE THIS RULE MAY RESULT IN
TO EARTH OR WEATHER (#5 BARS OR SMALLER) 1 112"
CONTRACTOR CORRECTING THE INSTALLATION AT THEIR EXPENSE.
10.
TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR
C. SLABS AND WALLS (INTERIOR FACE) 3/4"
APPROVED EQUAL.
ABBREVIATIONS:
11.
12.
BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS.
ANCHOR BOLTS TO CONFORM TO ASTM A307.
AFF ABOVE FINISHED FLOOR JT JOINT
SPECIAL INSPECTIONS:
AFG ABOVE FINISHED GRADE LAM LAMINATED
AFS ABOVE FINISHED SLAB LF LINEAL FOOT
ALUM ALUMINUM MANUF MANUFACTURER
13.
NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED
SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 2006 SECTION 1704.
AB ANCHOR BOLT MAX MAXIMUM
AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS.
L ANGLE MECH MECHANICAL
GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 psi
SOILS/GEOTECHNICAL:
ARCH ARCHITECTURAL MH MANHOLE
MINIMUM).
❑SHORING INSTALLATION AND MONITORING
BTS BASE TRANSMISSION SYSTEM MM MILLIMETER
❑ OBSERVE AND MONITOR EXCAVATION
BLDG BUILDING MIN MINIMUM
❑ VERIFY SOIL BEARING psf BEARING
BM BEAM MISC MISCELLANEOUS
❑SUBSURFACE DRAINAGE PLACEMENT
LEGEND AND SYMBOLS:
BOT BOTTOM MPH MILES PER HOUR
B.O. BOTTOM OF MTL METAL
❑VERIFY FILL MATERIAL AND COMP ACTION
BOC BOTTOM OF CONCRETE NIC NOT IN CONTRACT
❑VERIFY CONDITIONS AS ANTICIPATED
CHAIN LINK FENCE
BOS BOTTOM OF STEEL NOM NOMINAL
❑PILE PLACEMENT (AUGER CAST/DRIVEN PILE)
CJ CONTROL JOINT NTS NOT TO SCALE
❑OTHER
q CENTER LINE OC ON CENTER
CEDAR FENCE 13
CLG CEILING OD OUTSIDE DIAMETER
REINFORCED CONCRETE:
CLR CLEAR OH OVERHEAD
POWER P P P
❑REINFORCING STEEL AND CONCRETE PLACEMENT
CMU CONCRETE MASONRY UNIT OPNG OPENING
TELCO T T T
❑PRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION
COL COLUMN OPP OPPOSITE
❑BATCH PLANT INSPECTION
CONC CONCRETE PCs PERSONAL COMMUNICATION SYSTEM
POWER/TELCO T/P T/P T/P - T/P
❑SHOT CRETE
CONST CONSTRUCTION R PLATE
❑GROUTING
CONT CONTINUOUS PR PAIR
COAX COAX COAX coax
❑OTHER
CTR CENTER PSI POUNDS PER SQUARE INCH
DIA / 0 DIAMETER PSF POUNDS PER SQUARE FOOT
OVERHEAD POWER off off off off -
STRUCTURAL STEEL:
DTL DETAIL PT PRESSURE TREATED
CENTERLINE
❑FABRICATION AND SHOP WELDS
(E) EXISTING RAD RADIUS
MERECTION AND FIELD WELDS AND BOLTING
EA EACH RD ROOF DRAIN
❑OTHER
EJ EXPANSION JOINT REINF REINFORCED/REINFORCING
REVISION BUG 1
ELEC ELECTRIC/ELECTRICAL REQ'D REQUIRED
EL ELEVATION RM ROOM
EQ EQUAL RNV RIGHT OF WAY
DETAIL NUMBER
STRUCTURAL ALUMINUM:
�i-
❑FABRICATION AND SHOP WELDS
EW EACH WAY SCHED SCHEDULE
ELEVATION VIEW
❑ERECTION AND FIELD WELDS AND BOLTING
EXP EXPANSION SECT SECTION
BUG -
❑OTHER
EXT EXTERIOR SF SQUARE FOOT
FD FLOOR DRAIN SIM SIMILAR
SHEET NUMBER
FIN FINISH SQ FT SQUARE FOOT
STRUCTURAL MASONRY:
FIN FLR FINISH FLOOR SS STAINLESS STEEL
TOP OF
❑CONTINUOUS
FLR FLOOR STD STANDARD
...
ELEVATION
EL 0'-0"
❑PERIODIC
FTG FOOTING STL STEEL
GA GAUGE STRUC STRUCTURAL
❑
GALV GALVANIZED TEMP TEMPORARY
DETAIL NUMBER
GYP GYPSUM THK THICK
DETAIL BUG --
I --- SHEET NUMBER
OTHER:
GB GYPSUM BOARD T.O. TOP OF
HM HOLLOW METAL TOS TOP OF STEEL
HOR HORIZONTAL TOC TOP OF CONCRETE
ANCHORING TO CONCRETE:
HR HOUR TYP TYPICAL
❑BOLTS INSTALLED IN CONCRETE
HT HEIGHT UNO UNLESS NOTED OTHERWISE
SECTION BUG _
❑POST -INSTALLATION ADHESIVE ANCHORS
HVAC HEATING VENTILATION AIR CONDITIONING VERT VERTICAL
C -- DETAIL NUMBER
❑POST -INSTALLATION MECHANICAL ANCHORS
INSUL INSULATION W/ WITH
-� -
- SHEET NUMBER
INT INTERIOR WWM WELDED WIRE MESH
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We never stop working for you.
3350 161 st AVE SE / MS #221
BELLEVUE, WA 98008
PLANS PREPARED BY:
4 -� COFRNEFR51 NONE INC.
16928 WOODINVILLE-REDMOND RD NE,
SUITE 210
WOODINVILLE, WA 98072
PHONE: (425) 487-1732 FAX: (425) 487-1734
EMAIL: cei@cornerstone-engr.com
PROJECT INFO:
SEA CEEJAY
2101 SOUTH 324th ST
FEDERAL WAY, WA 98199
KING COUNTY
ISSUED FOR:
r REV:=DATE: =DESCRIPTION:-BY:=CK:�
A02-09-10
FOR CONSTRUCTIONJRF
MWO
A02-04-10
FOR REVIEW
LJS
MWO
DRAWN BY: CHK.: APV.:-
LJS JDG MWO
CURRENT ISSUE DATE:
02-22-10
� LICENSURE:
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DRAWING TITLE:
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DRAWINGS PROVIDED TO CEI AND ARE APPROXIMATE.
SITE PLAN
22x34 SCALE: 1" = 150'-0"
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3350161 st AVE SE / MS #221
BELLEVUE, WA 98008
REALCOM
PLANS PREPARED BY:
4 cal
CORNr=FRsi'ONE INC_
16928 WOODINVILLE-REDMOND RD NE,
SUITE 210
WOODINVILLE, WA 98072
PHONE: (425) 487-1732 FAX: (425) 487-1734
EMAIL: cei@comerstone-engr.com
PROJECT INFO:
SEA CEEJAY
2101 SOUTH 324th ST
FEDERAL WAY, WA 98199
KING COUNTY
L ISSUED FOR:
LREV:=DATE:=DESCRIPTION: BY:=CK:_j
A02-09-10
FOR
CONSTRUCTION
JRF
MWO
Q02-04-10
FOR REVIEW
LJS
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DRAWN BY: CHK.:-APV.:�
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CURRENT ISSUE DATE:
02-22-10
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EXPIRES 02/15/12
DRAWING INFORMATION:
DRAWING TITLE:
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3350161 st AVE SE / MS #221
BELLEVUE, WA 98008
REALCOM
PLANS PREPARED BY:
4 —�� COFtNwRsi NONE N c .
16928 WOODINVILLE-REDMOND RD NE,
SUITE 210
WOODINVILLE, WA 98072
PHONE: (425) 487-1732 FAX: (425) 487-1734
EMAIL: cei@comerstone-engr.com
JECT INFO:
SEA CEEJAY
2101 SOUTH 324th ST
FEDERAL WAY, WA 98199
KING COUNTY
ItU f-UK:
CONSTRUCTION
L. REV:= DATE: =DESCRIPTION: BY:=CK:J
A02-09-10
FOR CONSTRUCTIONJRF
MWO
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02-04-10
FOR REVIEW
LJS
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`DRAWN BY: CHK.:-APV.:
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CURRENT ISSUE DATE:
02-22-10
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EXPIRES 02/15/12
'DRAWING INFORMATION:
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY
ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS
DRAWING ARE SUPERSEDED BY THE LATEST REVISION.
THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS
IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS
STRICTLY PROHIBITED.
'DRAWING TITLE:
ENLARGED SITE PLAN
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CEI JOB NUMBER: 10-56005
.i. T n (Fl .qTFFI MONJOID01 F
(0'-0" ASSUMED)
PROPOSED SOUTH ELEVATION
22x34 SCALE: 1 /8" = 1'-0"
11 x17 SCALE: 1 /16" = 1'-0"
/C\ \/CD17nkl \A/I CI CCC AAITCnIKIA
/C\ \A/I0CI CCC AAITCAIKIA
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G�R_ADE REF _
EL 394'-0" AMSL
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2 EXISTING SOUTH ELEVATION
1
22x34 SCALE: 1 /8" = 1'-0" 11 x17 SCALE: 1 /16" = V-0"
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3350 161 st AVE SE / MS #221
BELLEVUE, WA 98008
REALCOM
PLANS PREPARED BY:
4 cal CORNERSirONE N
16928 WOODINVILLE-REDMOND RD NE,
SUITE 210
WOODINVILLE, WA 98072
PHONE: (425) 487-1732 FAX: (425) 487-1734
EMAIL: cei@comerstone-engr.com
PROJECT INFO:
SEA CEEJAY
2101 SOUTH 324th ST
FEDERAL WAY, WA 98199
KING COUNTY
r ISSUED FOR:
r REVZ DATE: =DESCRIPTION:=BY:=CK:�
A02-09-10
FOR CONSTRUCTION
JRF
MWO
qQ
02-04-10
FOR REVIEW
LJS
MWO
DRAWN BY: CHK.:-APV.:�
LJS JDG MWO
CURRENT ISSUE DATE:
02-22-10
LICENSURE:
DRAWING INFORMATION:
DRAWING TITLE:
LnPA\A/IN(, nII IAAPP:P-
A�2 0
rCTEI JOB NUMBER: 10-56005
NOT USED
22x34 SCALE: NTS
11 x17 SCALE: NTS
NOT USED
5
22x34 SCALE: NTS
HD CHAIN MOUNT
(SITE PRO "1" P/N DCH8)
ISOMETRIC VIEW
HD CHAIN MOUNT (OR APPROVED EQUAL)
22x34 SCALE: 1 1/2" = 1'-0" 11 x17 SCALE: 3/4" = 1'-0"
11 x17 SCALE: NTS
22x34 SCALE: NTS
11x17 SCALE: NTS
CHAIN MOUNT KIT
4 1/2" O.D. PIPE
(P/N P463)
4 1/2" O.D. PIPE
(P/N P463)
CHAIN MOUNT KIT (TYP
28" 0
3 MICROWAVE ANTENNA DETAIL
22x34 SCALE: 1 1/2" = 1'-0"1 11 x17 SCALE: 3/4" = 1'-0"
TOP VIEW
SIDE VIEW FRONT VIEW
2
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MINNOW
We never stop working for you.
3350 161 st AVE SE / MS #221
BELLEVUE, WA 98008
REALCOM
PLANS PREPARED BY:
4 cal COFtNERSi NONE N
C. 16928 WOODINVILLE-REDMOND RD NE,
SUITE 210
WOODINVILLE, WA 98072
PHONE: (425) 487-1732 FAX: (425) 487-1734
EMAIL: cei@comerstone-engr.com
PROJECT INFO:
SEA CEEJAY
2101 SOUTH 324th ST
FEDERAL WAY, WA 98199
KING COUNTY
L. ISSUED FOR:
r REV:=DATE: =DESCRIPTION:=BY:=CK:�
A02-09-10
FOR
CONSTRUCTIONRUCTION
JRF
MWO
�q
02-04-10
FOR REVIEW
LJS
MWO
L DRAWN BY: CHK.:-APV.:-
11 LJS I JDG MWO
CURRENT ISSUE DATE:
02-22-10
LICENSURE:
DRAWING INFORMATION:
DRAWING TITLE:
LnQAXAnnif'Z nil IKAQ�D-
A�3
0
CEI JOB NUMBER: 10-56005