10-101130VICINITY MAP
DRIVING DIRECTIONS
STARTING FROM VERIZON BELLEVUE OFFICE:
TAKE 1-90 W TOWARD SEATTLE, GO 1.35 MI. TAKE EXIT #10/RENTON/TACOMA/BELLEVUE/
EVERETT ONTO 1-405 S TOWARD RENTON/TACOMA, GO 11.5 MI. TAKE PORTLAND EXIT
ONTO 1-5 S, GO 7.64 MI. TAKE EXIT #147/S 272nd ST, GO 0.33 MI. TURN RIGHT ON S 272nd ST,
GO 0.55 MI.TURN LEFT ON PACIFIC HWY S (WA-99), GO 2.26 MI.
SITE IS ON THE RIGHT
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
JIM, IMKk ZAAAAKI -a' UTZAA
30833 PACIFIC HWY S
FEDERAL WAY, WA 98003
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:
ZONING CLASSIFICATION: COMMUNITY BUSINESS (CB)
BUILDING CODE:
CODE INFORMATION:
CONSTRUCTION TYPE:
OCCUPANCY:
JURISDICTION:
PROPOSED BUILDING USE:
2006 IBC
E IA/TIA-222-F
2005 NEC
TELECOMMUNICATIONS
UNOCCUPIED
CITY OF FEDERAL WAY
UNMANNED TELECOMM.
SITE LOCATION: (BASED ON NAD 83
LATITUDE: 470 19' 29.0" N
LONGITUDE: 1220 18' 48.0" W
TOP OF STRUCTURE: ±150'-0" AGL
BASE OF STRUCTURE: ±460.00' AMSL
PROJECT AREA:
±2,261 S.F. EQUIPMENT COMPOUND AREA
GENERAL INFORMATION:
1. TRAFFIC IS UNAFFECTED.
2. NO NEW SIGNAGE IS PROPOSED.
3. NO ADDITIONAL IMPERVIOUS AREA IS PROPOSED.
PROPERTY OWNER:
RST ENTERPRISES, INC
1851 CENTRAL PLAZA S #225
KENT, WA 98030
TOWER/POLE OWNER:
AMERICAN TOWER CORPORATION
116 HUNTINGTON AVE, 11 FLOOR
BOSTON, MA 02116
PH: (617) 375-7500
SITE NAME: FEDERAL WAY #2
SITE NUMBER: 82957
SITE ACQUISITION:
OLIVIA BAZYLEWICZ
(425) 274-4444 EXT. 118
obaz@realcomassoc.com
LANDUSE / PERMITS:
SARAH TELSCHOW
(425) 274-4444 EXT. 114
stelschoW@realcomassoc.com
PROJECT MANAGER:
JULEI HINTY
(425) 274-4444 EXT. 128
mommummmittom
AREA OF PARCEL:
30,488 S.F.
(0.70 ACRES)
NEW IMPERVIOUS AREA:
0 S.F.
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 80'-0" LEVEL TO AN EXISTING ±150-FOOT HIGH
STEEL MONOPOLE.
DRAWING INDEX
DWG.
NO.
DESCRIPTION
T-1
TITLE SHEET
G-1
GENERAL NOTES
A-1
SITE PLAN
A-1.1
ENLARGED SITE PLAN
A-2
EXISTING & PROPOSED NORTH ELEVATIONS
A-3
CONSTRUCTION DETAILS
LEGAL DESCRIPTION
SE 1/4 OF NE 1/4 OF SE 1/4 OF NE 1/4 LESS S 220 FT LESS ST RD
UTILITY COMPANIES
POWER TELEPHONE
PUGET SOUND ENERGY QWEST COMMUNICATIONS
1-888-225-5773 1-800-475-7526
Vert onwireless
We never stop working for you.
3350 161 st AVE SE / MS #221
BELLEVUE, WA 98008
R EAL C O M
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C OFRNEF:q51rONE INC-
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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 FEDERAL WAY
30833 PACIFIC HWY S
FEDERAL WAY, WA 98003
KING COUNTY
r ISSUED FOR: 1
L.
REV:= DATE: =DESCRIPTION:=BY:=CK:�
A02-09-10
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02-03-10
ISSUE FOR
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CURRENT ISSUE DATE:
02-22-10
r LICENSURE:
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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:
LnRAXAnnirr nn 1neR1=o- I
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CEI JOB NUMBER: 10-56006
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-31E 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR
OR SEWER SERVICE. REVIEW PRIOR TO FABRICATION.
2. THE PROPOSED INSTALLATION IS UNMANNED AND IS NOT FOR HUMAN HABITATION. (NO 2. CONCRETE SHALL BE 2 06 SECTION 905 AND ACII 301. ORENOGTHDS,CONVEYED AND PLACED A T28 DAYS AND MIX CRIITE ACSHOALD BE AS FWITH
OLLOWS. 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 NOT:D 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 `OR 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 BI 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.
/
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 = 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER ASTM A123 A123M-00.
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 WE ®INS 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
13. REMOVE AND CLEAN UP ANY DEBRIS OR MATERIAL FROM THE SITE THROUGHOUT THE DURATION 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. STRUCTURAL MEMBERS."
OF THE CONTRACT ON A DAILY BASIS AND UPON COMPLETION OF THE WORK AS DIRECTED BY
THE CONSTRUCTION MANAGER. 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4"0) AND SHALL HAVE A
8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A6115, 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
1
15. PROVIDE VERIZON WIRELESS WITH A WRITTEN WARRANTY, EFFECTIVE FOR ONE YEAR AFTER 0. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: WRENCH.
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 1/2"
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. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS.
AFF ABOVE FINISHED FLOOR JT JOINT 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. SPECIAL INSPECTIONS:
AFG ABOVE FINISHED GRADE LAM LAMINATED
AFS ABOVE FINISHED SLAB LF LINEAL FOOT 13. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED
ALUM ALUMINUM MANUF MANUFACTURER 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
❑
BLDG BUILDING MIN MINIMUM OBSERVE AND MONITOR EXCAVATION
BM BEAM MISC MISCELLANEOUS ❑VERIFY SOIL BEARING psf BEARING
BOT BOTTOM MPH MILES PER HOUR ❑SUBSURFACE DRAINAGE PLACEMENT
B.O. BOTTOM OF MTL METAL LEGEND AND SYMBOLS: ❑VERIFY FILL MATERIAL AND COMP ACTION
BOC BOTTOM OF CONCRETE NIC NOT IN CONTRACT ❑VERIFY CONDITIONS AS ANTICIPATED
BOS BOTTOM OF STEEL NOM NOMINAL ❑PILE PLACEMENT (AUGER CAST/DRIVEN PILE)
CJ CONTROL JOINT NTS NOT TO SCALE CHAIN LINK FENCE
❑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 ❑PRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION
COL COLUMN OPP OPPOSITE TELCO T T T ❑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 OH OH OH OH STRUCTURAL STEEL:
DTL DETAIL PT PRESSURE TREATED ❑FABRICATION AND SHOP WELDS
(E) EXISTING RAID RADIUS
CENTERLINE -- - --------- ---------.---______
EA EACH RD ROOF DRAIN MERECTION AND FIELD WELDS AND BOLTING
EJ EXPANSION JOINT REINF REINFORCED/REINFORCING REVISION BUG ❑OTHER
1
ELEC ELECTRIC/ELECTRICAL REQ'D REQUIRED
EL ELEVATION RM ROOM STRUCTURAL ALUMINUM:
EQ EQUAL R/W RIGHT OF WAY --- DETAIL NUMBER
EW EACH WAY SCHED SCHEDULE ' ❑FABRICATION AND SHOP WELDS
EXP EXPANSION SECT SECTION ELEVATION VIEW �_ ❑ERECTION AND FIELD WELDS AND BOLTING
EXT EXTERIOR SF SQUARE FOOT BUG - ❑OTHER
FD FLOOR DRAIN SIM SIMILAR
FIN FINISH SQ FT SQUARE FOOT SHEET NUMBER
FIN FLR FINISH FLOOR SS STAINLESS STEEL STRUCTURAL MASONRY:
FLR FLOOR STD STANDARD ELEVATION JhTOP OF ... [--]CONTINUOUS
FTG FOOTING STL STEEL EL 0'-0" ❑PERIODIC
GA GAUGE STRUC STRUCTURAL ❑
GALV GALVANIZED TEMP TEMPORARY % DETAIL NUMBER
GYP GYPSUM THK THICK DETAIL BUG -- OTHER:
GB GYPSUM BOARD T.O. TOP OF SHEET NUMBER
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 - DETAIL NUMBER ❑POST -INSTALLATION MECHANICAL ANCHORS
INSUL INSULATION W/ WITH
INT INTERIOR WWM WELDED WIRE MESH SHEET NUMBER
Vert on wireless
We never stop working for you.
3350 161 st AVE SE / MS #221
BELLEVUE, WA 98008
REALCOM
PLANS PREPARED BY:
4 COFtNEFt51rONE
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ENGINEERING , I 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 FEDERAL WAY
30833 PACIFIC HWY S
FEDERAL WAY, WA 98003
KING COUNTY
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Vef l Oft wireless
We never stop working for you.
3350 161 st AVE SE / MS #221
BELLEVUE, WA 98008
R EAL C O M
PLANS PREPARED BY:
4 CORNERS1rONE
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ENGINES RI NG, 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 FEDERAL WAY
30833 PACIFIC HWY S
FEDERAL WAY, WA 98003
KING COUNTY
r ISSUED FOR:
CONSTRUCTION
= REV:=DATE: =DESCRIPTION:=BY:-CK:__j
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A02-09-10
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JRF
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02-03-10
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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:
SITE PLAN
A\A/Inl(3 All IAAMMD-
CEI JOB NUMBER: 10-56006
(E) TREE (TYP)
(E) PARKING CURB (T
(E) PAD MOUNTED GE
DIESEL GENERATOR
(E) 18"x18" UPGRADE
SUPPORT (TYP OF 4)
(E) 18'-6"x18'-6"
CONCRETE FOUNDA7
(E) ±150'-0" HIGH STE
W/ (4) DYWIDAG STIFI
(E) VERIZON WIRELE;
PLATFORM W/ (12) P/
(E) UNDERGROUND l
(E) OTHER WIRELES:
SITE SUPPORT CABIP
(E) OTHER WIRELES:
UTILITY H-FRAME W/ rviF- i F-rX or��
(E) BUILDING
ENLARGED SITE PLAN
22x34 SCALE: 1/4" = 1'-0" 11x17 SCALE: 1/8" = T-0"
1
ven n wireless
We never stop working for you.
3350 161 st AVE SE / MS #221
BELLEVUE, WA 98008
REALCOM
PLANS PREPARED BY:
4 cal COFtNErc- sirONE N c _
16928 WOOD INVILLE-REDMOND RD NE,
SUITE 210
WOODINVILLE, WA 98072
PHONE: (425) 487-1732 FAX: (425) 487-1734
EMAIL: cei@cornerstone-engr.com
= PROJECT INFO:
SEA FEDERAL WAY
30833 PACIFIC HWY S
FEDERAL WAY, WA 98003
KING COUNTY
rISSUED FOR:
L REV:= DATE: =DESCRIPTION: BY:=CK:J
A02-09-10
ISSUE FOR
CONSTRUCTION
JRF
MWO
AA
02-03-10
ISSUE FOR
CLIENT REVIEW
JRF
MWO
`DRAWN BY: CHK.: -APV.:
JRF MWO MWO
CURRENT ISSUE DATE:
02-22-10
r LICENSURE:
W. O
V►sy�tiso2
EXPIRES 02/15/12
DRAWING INFORMATION:
DRAWING TITLE:
LMDA%Annir-% nn innn=o-
A-1.1 I 0
CEI JOB NUMBER: 10-56006 1
� T.O. (E) STEEL MONOPOLE • (E) T.OSTEEL OPOLE FF ---]I
� EL ±150'-0" AGL L +150'_0'AGL very on wireless
We never stop working for you.
3350 161 St AVE SE / MS #221
BELLEVUE, WA 98008
(E) VERIZON WIRELESS ANTENNA
PLATFORM W/ (12) PANEL ANTENNAS � (EJ/ERIZON WIRELESS ANTENNA C
O
RM W/ 12 PANEL ANTENNAS [ A L PLTFO () IFFZ I
[ [
[ pI 4NS PREPARED BY:
(E) OTHER WIRELESS CARRIER [ (E)DTHER WIRELESS CARRIER
PANEL ANTENNA ARRAY [ PAPEL ANTENNA ARRAY --------- [
[ [
[ [
[
[
[
[
4 CORNEFRS'1rONE
_' • ENGINEERING, IN(---
16928 WOOD INVILLE-REDMOND RD NE,
SUITE 210
WOODINVILLE, WA 98072
PHONE: (425) 487-1732 FAX: (425) 487-1734
EMAIL: cei@cornerstone-engr.com
[ PRnJECT INFO:
PROPOSED VERIZON WIRELESS MW eiANTENNA MOUNT (LOCATE TO SUIT) ' [
[
[ [
PROPOSED VERIZON WIRELESS [ [
2'0 MW ANTENNA 2 [ [
A-3 [ [
SEA FEDERAL WAY
30833 PACIFIC HWY S
FEDERAL WAY, WA 98003
KING COUNTY
[ [
[ ISSUED FOR:
[ CONSTRUCTION
[ (E) 150'-0" HIGH STEEL MONOPOLE [
PROPOSED_MW ANTENNA RAD CENTER _ _ _ W/ (A DYWIDAG STIFFENER BARS REV:=DATE: =DESCRIPTION:=BY:=CK:_._.�
EL 80'-0" AGL
(E) 150'-0" HIGH STEEL MONOPOLE [
W/ (4) DYWIDAG STIFFENER BARS [
[ (E) TREE (TYP)
[ (E) TREE (TYP)
A02-09-10
ISSUE FOR
CONSTRUCTION
JRF
MWO
A
02-03-10
ISSUE FOR
CLIENT REVIEW
JRF
MWO
DRAWN BY: CHK.: -APV.:
[ F-- JRF MWO MWO
[ CURRENT ISSUE DATE:
[
02-22-10
[ LICENSURE.
(E) OTHER WIRELESS CARRIER [ (E) OTHER WIRELESS CARRIER
ITE SUPPORT CABINET BEYOND [ SITE SUPPORT CABINET, BEYOND [ �`P�o �Sy��`s0
co
3220
WIRELESS � (E) VERIZON WIRELESS [ (E) PAD MOUNTED ��'�Fc�sTE����`�
(E) VERIZON [ (E) PAD MOUNTED EQUIPMENT SHELTER /
EQUIPMENT SHELTER GENERAL GENERATOR GENERAL GENERATOR NALENG
[ EXPIRES 02/15/12
[
DRAWING INFORMATION:
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY
[ (E) ±6`-0" HIGH
) ±6'-0" HIGH [ CHAINL INK FENCE ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS
(E
DRAWING ARE SUPERSEDED BY THE LATEST REVISION.
CHAINLINK FENCE
[ W/ BARBED WIRE _ THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS
W/ BARBED WIRE IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS
STRICTLY PROHIBITED.
[
DRAWING TITLE:
[ i ------
EXISTING & PROPOSED
_ NORTH ELEVATIONS
M p ,: x .. , A /\ wll Iw AI"1 r-rl.
UKHVVIIVU NUIVIDMM.
A�2 0
rC-EI JOB NUMBER: 10-56006
22x34 SCALE 1 /8" = 1' 0" 11 x17 SCALE: 1 /16" = 1'-0" Ilt ZZXJ4 ,�"PU/-\Lh: 110 - I -U I I I ^ I I I I
Ver'Z .91 wireless
We never stop working for you.
3350 161 St AVE SE / MS #221
BELLEVUE, WA 98008
PREPARED BY:
4 c0aniejRsir0NF_
ce, ENGINEERING, INC.
16928 WOODINVILLE-REDMOND RD NE,
WOODINVILLE, WA 98072
VE: (425) 487-1732 FAX: (425) 487-1734
EMAIL: cei@cornerstone-engr.com
FEDERAL
30833 PACIFIC HWY S
KING COUNTY
SUED FOtC0N:ST:RU::C:T1ON0N
w• _ nATE =DESCRIPTION:=BY:®CK: �
DRAWN BY: CHK.:- APV.:
JRF MWO MWO
CURRENT ISSUE DATE:
02-22-10
LICENSURE:
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.
L11
DRAWING TITLE:
CONSTRUCTION DETAILS
DRAWING NUMBER:
CEI JOB NUMBER: 10-56006