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N 30TH STREET
SITE PLAN
1962011
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PROPERTY LINE
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AYOUT PLAN
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SCAPING PROPOSED A°
EVERGREEN SHRUBS
PROVIDED AT A RATE
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SCAPE STRIP; TYP.
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ARM/JACKSON
iirchftec t s & FEarmers
1601 Past Jodi 8tmatde, WA 98112
-- Tel: 306.323 8W Fam W6.323.8518
FISHER ♦SSOCI♦TSAI
I C o r p 0 r a t 1 o n
aRcaITItCT5 nr� YIv CiKEER?
AW 3 Da"wore L*ietan, ^0 8011M 4X 303 "95-930L 303-y96 :84
I ' U S WEST
WIRELESS PROJECT
SITE INFORMATION
KENNYDALE APTS.
1416 N. 30TW STREET
RENTON, WA
SEA-041
DESIGN TYPE
OUTDOOR EQUIPMENT
AND MONOPOLE
ANTENNA
SHEET TITLE
SITE PLAN /
DETAILS
— SHEET NUMBER
A____�mmmmwma
REV.
aEV CITY OF ReNTORINING
n
COORDINATE SIZE _GGA -
LINE POST —
LOCATION OF CONDUITS P}� P
FOR POWER AND TELCO, `r �' STD PIPE
Wx
PRIOR TO PLACI__ _ : ,.___
CONCRETE MAX 10' or -
CONCRETE
CHAIN LINK
PCS CABINET `r FABRIC W/
WOOD SLATS
r-WWF &X6 - W2.5X2.9
COMPACTED BOIL TO MIN S5% MODIFIED
MAX DENSITY PER ASTM 01557 METHOD D
(TO BE VERIFIED WITH SITE SPECIFIC SOIL
REPORT).
NOTE:
1. FOR CONCRETE NOTE SEE DETAIL 302.
2. GRAVEL SHALL BE NATURAL OR CRUSHED GRAVEL
WITH 100 PERCENT PASSING I INCH SIEVE.
EQUIPMENT PAD/SLAB ON GRADE
NO FROST CONDITION
DETAIL 36
NTS
51 TE WORK
1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND
STIPULATED IN THE SPECIFICATION PROJECT SUMMARY.
2. RL 5515H, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE
REMOVED FROM THE 51TE AND DISPOSED OF LEGALLY.
3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY
FROM THE PC5 EQUIPMENT AND TOWER AREAS.
4, NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUC.
FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR
EMBANKMENT.
5, THE 5U8GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM
GRADE PRIOR TO THE CRUSHED STONE APPLICATION.
(o. 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
UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE
WORKING CREW.
I. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES,
U441CH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED
AND SHALL BE CAPER, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS
WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT
TO THE APPROVAL OF ENGINEERING.
8. THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY THE WORK AND
NOT COVERED BY THE BUILDING, DRIVEWAY OR CRUSHED STONE, SHALL 5E
GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH
MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK.
PLANT OR FACILITY SIDE
PROJECT ABOVE
GROUND AND SLOPE
ALL AROUND (TYP)
FIN GRADE NS SHOUN
O
�
TYPICAL SECTION
WOVEN WIRE PENCE 3;
MS ai
TYPICAL IJOVEN WIRE FENCING NOTES
(INSTALL. FENCING PER ASTM F-561, SWING GATES PER ASTM F- 'BOO)
I. CORNER, END OR PULL POST 2 1/2 " NOMINAL (2B15" O.D.)
2. LINE POST: 2" (2315" OD) SCHEDULE 40 PIPE, 3.65 LBS/L IN FOO i
PER ASTM-F1083.
3, TOP RAIL 4 BRACE RAIL: 1 1/2 " (1.8715" OD) PIPE, 2.12 LBS/LIN FOOT
PER A5TM-F1O83.
4. FABRIC: 12 GA CORE WIRE 51ZE 2" MESH, CONFORMING TO ASTM-AYK.
5. TIE WIRE: MINIMUM 11 GA GALVANIZED STEEL AT POSTS AND RAILS
A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG
RINGS SPACED MAX 24" INTERVALS.
6. TENSION WIRE: I GA. GALVANIZED STEEL.
STANDARD CONCRETE AND REINFOfRGING BAR NOT�5:
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301,
ACI 318 AND THE SPECIFICATION CAST -IN -PLACE CONCRETE.
2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
4000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE.
3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFc6iED
UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFOfel TC ASTM
A 185 WELDED STEEL WIRE FABRIC UNLE55 NOTED OTHERWISE. SPLICES
CLASS " 15" AND ALL HOOKS SHALL BE STANDARD UNO,
4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR
REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH--3 IN.
CONCRETE EXPOSED TO EARTH OR FATHER:
Oro AND LARGER 2 IN.
05 AND SMALLER t WWF
CONCRETE NOT EXP05ED TO EARTH OR WEATHER OR NOT CAr
AGAINST THE GROUND: 1 1/2 IN.
SLAB AND WALL 3/4 IN.
BEAMS AND COLUMNS -........_...1 1/2 IN.
5. 3/4" CHAMFER OR 1/2" R. TROWELED EDGES SHALL BE PROVIDED AT A�.
EXPOSED EDGES OF GONC. U.N.O. IN ACCORDANCE WITH ACI 301 SECTIQ 4.2.4.
(o. HOLES TO RECEIVE EXPANSIONVEDGE ANCHORS SHALL BE 1/8 " LARER IN
DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONPRM
TO MFR RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON lE
DRAWINGS. AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN
THE ELEVATED SLAB.
1. INSTALLATION OF CONCRETE EXPANSION/FDGE ANCHOR, SHALL BE PE
MANUFACTURES WRITTEN RECOMMENDED PROCEDURES.
3/4" CHAMFER
'5 * 121, O.G.
SCREENED 111♦ PVG
WEEP 48" O.C.
% * 12" O:G.
(3) •4
COMPACTED-
SUBGRADE
VOL----
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2`-4»
CONC, fRET WALL
111 _ 11-011
EXIST. FENCE
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1 W/ WOOD SLATS
1'� 4 COLIC. RET.
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APtAE/XKSON
A rch3* eC ! s & Planners
1601 Sass John 5eatde, WA 98112
Tel: 206. 323.8W FIm 2M,323,8518
,
F I S H ER ASS OCIATES
_ P r u t¢ s> 1 o a a I C o r p o r a t i c❑
t C H I T z c S ®d E N G I N E EIR S
" 5 M S. 3eloware lattleton. CO 80.20 TAX 307,-?95-D342 333-7GC- I84a
s
U S WEST
WIRELESS PROJECT
SITE INFORMATION
KENNYDALE APT5.
1416 N. 30TH STREET
RENTON, WA
SE A - 041
DESIGN TYPE
OUTDOOR EQU I P'f ENT
AND MONOPOLE
ANTENNA
SHEET TITLE
DETAILS / NOTE5
SHEET NUMBER
REV.
,
v r/�T �a 10/EVELOPNENT PLANNING
CITY OF RIe1VTON
USWEST WIRELESS PROJECT.
SEA 041
OWNER
USWEST
1249 NE 145TH STREET
SEATTLE, WASHINGTON 98155
(206) 345-2336
CONTACT, JIM BOWEN
CONSTRUCTION MANAGER
BECHTELto
8140 OLD HWY. 99 SE
TUMWATER, WASHINGTON 98501
CONTACT ED JENCKES
GENERAL NOTES
1. PRIOR TO THE 5U51-115510N OF BIDS, THE CONTRACTOR
SHALL ViSiT THE JOBSITE TO REVIEW THE SCOPE OF WORK
AND EXISTING JOB CONDITIONS AFFECTING THE PROPOSED
DEMOLITION, CONSTRUCTION, MECHANICAL AND ELECTRICAL
INSTALLATIONS, AND OVERALL COORDINATION AND SHALL
MAKE PROVISIONS TO THE COST THEREOF. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH
ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND
DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE
ACCOMPLISHED AS SHOWN PRiOR TO PROCEEDING WiTH
THE WORK,
2. PLANS ARE NOT TO BE SCALED. THE PLANS ARE INTENDED
TO BE A DIAGRAMATIC OUTLINE ONLY, UNLESS NOTED
OTHERWISE.
3. DEMOLITION 15 NOT LiMiTED ONLY TO WHAT i5 INDICATED ON
THE DRAWINGS. PLANS ARE TO INDICATE THE GENERAL
SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE PRO-
JECT AS SHOWN ON THE CONSTRUCTION DOCUMENTS.
4, SPACING BETWEEN EQUIPMENT 15 REQUIRED CLEARANCE;
THEREFORE, iT i5 CRITICAL TO FIELD VERIFY DIMENSIONS.
SHOULD THERE BE ANY QUESTIONS REGARDING THE CON-
TRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN
INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING A CLARIFICATION FROM BECHTEL PRIOR TO
PROCEEDING WiTH THE WORK, OR RELATED WORK IN
QUESTION.
5. CONTRACTOR SHALL NOTIFY BECHTEL IN WRITING, AND SHALL
RECEIVE WRITTEN AUTHORIZATION TO PROCEED BEFORE
STARTiNCs WORK ON ANY ITEMS NOT CLEARLY DEFINED OR
OR !DENTiFIED BY THE CONTRACT DOCUMENTS
6. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH
MANUFACTURER'S RECOMENDATiON5 UNLE55 SPECIFIED OTHER-
WISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS
TAKE PRECIDENCE.
7. VERIFY ALL DIMEN6ION5 AND CONDITIONS AND ON THE SITE,
AND NOTIFY BECHTEL OF ANY DISCREPANCIES BEFORE
5T ART I NG WORK.
8. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL
MEET THE STRICT ACCORDANCE AS A MINIMUM STANDARD,
WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES
HAVING JURISDICTION. CONTRACTOR SHALL GIVE ALL NOTICES
AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULA-
TIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEAR-
ING ON THE PERFORMANCE OF THE WORK ALL ELECTRICAL
SYS-EMS SHALL BE INSTALLED IN ACCORDANCE WITHALL
APP"ICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS,
AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND
APP'.-ICABLE REGULATIONS.
AGENT
9. THE CONTRACTOR SHALL 5UPERVISE AND DIRECT THE WORK,
USING HIS BEST SKiLL AND ATTENTION. HE SHALL BE 50LELY
RE5PON515LE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEEDURES AND FOR COOR-
DINATiNG ALL PORTIONS OF THE WOR< UNDER THE CONTRACT.
10. CONTRACTOR SHALL NOTIFY BECHTEL OF ALL PRODUCTS OR
ITEMS NOTED 45 "EXISTING" WHICH ARE NOT IN FIELD. DETAILS
ARE INTENDED TO SHOW END RESULTS 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. CONTRACTOR SHALL PERFORM HiGH QUALITY PROFESSIONAL
WORK, JOiN MATERIALS TO UNIFORM ACCURATE FITS SO THEY
MEET WiTH NEAT, STRAIGHT LINES, FREE OF SMEARS OR OVER-
LAPS. INSTALL EXPOSED MATERIALS APPROPRIATELY LEVEL,
PLUMB AND AT ACCURATE RIGHT ANGLES OR FLUSH WITH AD-
JOINING MATERIALS. WORK OF EACH TRADE SHALL MEET ALL
NATIONAL STANDARDS PUBLISHED BY THAT TRADE-
12. DRAWINGS, NOTES AND SPECIFICATIONS ARE COMPLIMENTARY.
WHAT 15 CALLED FOR BY ANY WILL BE BINDING AS IF CALLED
FOR BY ALL.
13, THE ARCHITECT/ENGiNEER HAS MADE EVERY EFFORT TO SET
FORTH IN THE CONTRACT DOCUMENTS THE COMPLETE SCOPE
OF WORK. THE BIDDER 15 NEVERTHELESS CAUTIONED THAT
MINOR OMISSIONS AND DISCREPANCIES IN THE DRAWINGS
AND SPECIFICATIONS SHALL NOT EXCUSE HiM FROM PROVIDING
A COMPLETED FACILITY AND IMPROVEMENTS iN ACCORDANCE
WITH THE INTENT OF THESE DOCUMENTS. IT WILL BE THE RES-
PONSIBILiTY OF THE BIDDER TO BRING ANY- CONFLICTS,
OMISSIONS, OR DISCREPANCIES TO THE ATTENTION OF BECHTEL
IN WRITTEN FORMAT, PRIOR TO SUBMISSION OF PROPOSAL. IN
THE EVENT OF D15CRPANCiE5 CONTRACTOR SHALL PRICE THE
MORE EXPENSIVE OR EXTENSIVE WORK, UNLESS DIRECTED
OTHERWISE.
THE WALTER GROUP
1109 FIRST AVE., *205
SEATTLE, WASHINGTON 98101
(206) 476-8704
CONTACT, ALEX PERLMAN
14. THIS SITE REQUIRES FAA LIGHTS ON MONOPOLE. THE BASE STATION
MUST BE OPERATIONAL WiTH POWER AND COMMUNICATION FACILITIES
AVAILABLE BEFORE THE MONOPOLE CAN BE ERECTED.
INDEX TO DRAWINGS
T-1
TITLE SHEET
A-i
SITE PLAN, vICINITY MAP
A-2
DETAIL PLAN, DETAILS
A-3
DETAILS / NOTES
E-1
ELECTRICAL PLAN / DETAILS
E-2
DETAILS
E-3
DETAILS
LEGAL DESCRIPTION
THE WEST 69 FEET OF THE NORTH 112.15 FEET OF TRACT 31 AND
THE EAST 100 FEET OF THE NORTH 112.15 FEET OF TRACT 38,
ALL IN HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDI-
TION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME II OF PLATS, PAGE 63, N KING COUNTY,
WASHINGTON.
TOGETHER WITH EASEMENT 10 FEET N WIDTH FOR INSTALLATION
AND MAINTEN.MICE OF SEWER LINE UNDER THE WESTERLY 10
FEET OF THE EAST 100 FEET OF THE SOUTH 130 FEET OF TRACT
38, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION
TO SEATTLE NO. i, ACCORDING TO THE PLAT THEREOF REC-
ORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY,
WASHINGTON.
TOGETHER WITH EASEMENT 20 FEET IN WIDTH, FOR INGRESS AND
EGRESS TO AND FROM SAiD PREMISES, OVER AND ACROSS
THAT PORTION OF TRACT 31, HILLMAN'S LAKE WASHINGTON
GARDEN OF EDEN ADDITION TO SEATTLE NO. I, ACCORDING TO
THE PLAT TO THE PLAT THEREOF RECORDED IN VOLUME it OF
PLATS, PAGE 63, IN KING COUNTY, WASHINGTON, DESCRIBED AS
COMMENCING AT THE SOUTHWEST CORNER OF SAID TRACT 31;
THENCE NORTH SS70" EAST ALONG THE SOUTH LINE OF SAID
TRACT 31 A DISTANCE OF 5 FEET TO THE TRUE POiNT OF 5EG-
GINING; THENCE NORTH 8'30'30" EAST 131.18 FEET TO THE NORTH
LINE OF THE SOUTH 130 FEET OF TRACT 31; THENCE NORTH
8VTOO" EAST 20 FEET; THENCE SOUTH 8'3030' WEST 131.18
FEET TO SAID SOUTH LINE OF TRACT 31; THENCE SOUTH
85700" WEST ALONG SAID SOUTH LINE 20 FEET TO THE TRUE
POINT OF BEGINNING.
VICINITY MAP
z/
k
eA
NOT TO SCALE
PROJECT SUMMARY
VERBAL SLMMA}@'Y: WITHOUT FORCE AND EFFECT ON THE REQUIREi"tENTS OF
THE CONTRACT DOC -TENTS, THE DESCRIPTION OF THE WORK OF THE CONTRACT
CAN BE SUMMARIZED AS FOLLOWS:
SITE IMPROVEMENTS FOR A SELF-CONTAINED EQUIPMENT CABINET
AND INSTALLATION OF MONPPOLE AND PANEL ANTENNAS FOR US WEST
WIRELE58 PROJECT. THE WORK CON815T5 OF PLACEMENT OF 5ELF-CONTAINED
EQWP' ENT, CABINET FOUNDATION, MONOPOLE ANTENNA AND A560CIATED SITE WORK
UJORK AT THE SOUTHEAST CORNER OF T`-E PR�)PERTY LOCATED AT 1416 N. 30TH
STREET, RENTON, WA INSTALLATION OF THE EQUIPMENT CABINET, COAX CABLES,
MONOPOLE TOWER, PANEL ANTENNAS AND THE PROVISION OF SECONDARY POWER
15 A PART OF THE CONTRACT.
PROJECT DATA
CaVbTm=r1oN TYPE: NR
OCC�JPANCY: N/A
SELECTED SLOG. CODE: UBC ItS4
No. OF STORIES: N/A
ZONING SITE. R-8
SURROUNDNG: NORTH-R8; EAST- R-8; SOUTH- CC;
WEST- R-8
ASSESSOR'S PARCEL NUMBER: 334210-3240-03
JURISDICTION: CITY OF RENTON
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State of msti�
Ami I&%N y� JAL
1601 Est jotm Seattie, WA 98112
Tel: 206,323, SSW Fax: 2n6.323.8518
FIB IIZR ASSO CIATES
A p" O i" a 3 1 0 a a I C o^ p o r p; 1 c r
ARCHIT9 TS and f NGiNIBRS
Sf55 E. Nlawrre 4tdetO& Chi. 80120 FAX 101-M--9*2 303-795- 164q
BEG �
U S WEST
WIRELESS PROJECT
SiTE INFORMATION
<ENNYDALE APTS.
141ro NORTH 30TH ST,
RENTON, WA
SEA-041
MIGN TYPE
OUTDOOR EaU I PMENT
AND i" IONOPOL E
ANTENNA
SHEET TiTLE
LEGAL. DESCRiRTiON/
NOTES/ ViCiNiTY MAP
SHEET NUMBER
REV.
A O,,,t) V 16C 3 --6) q 1
RECEIVE[)
DEVELOPMENT PLANNING
CITY OF RENTON
FOUND 1" IP W/WOOD
PLUG & TACK
I
I I
Ia I
I
I
I
I
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,35
6' CHAINLINK
FENCE I
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RIM=223.33
IE=222.83(N)
IE=222.63(S)
BOT=221.83
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W.MARKER
FOUND REBAR & CAP
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/ ' N
N
I12' DIA. CONC PAD
TEXACO SIGN
HEIGHT = 108.38'
GROUND ELEV = 223.8
' 2" DIA. SUPPORT POST (TYP)
a0 N ti N
N 30th STREET
36
37
I
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft
LEGEND
C.W.
CONCRETE WALK
C.S.
CONCRETE SURFACE
CB
CATCH BASIN
IE
INVERT ELEVATION
x
WATER VALVE
®
WATER METER
BOT
BOTTOM OF STRUCTURE
SSMH
SANITARY SEWER MANHOLE
CON
CONIFER TREE
0 DEC
DECIDUOUS TREE
®
MONOPOLE
— •�
BUILDING LINE
EDGE OF ASPHALT
BOUNDARY NOTES:
BOUNDARY INFORMATION SHOWN HEREON
IS CALCULATED FROM
HILLMAN'S LAKE WASHINGTON GARDEN OF
EDEN ADDITION TO
SEATTLE NO. 1; RECORDED IN VOLUME 11
OF PLATS, PAGE 63
IN KING COUNTY, WASHINGTON, AND FOUND PROPERTY CORNERS
FOR WHICH NO RECORD WAS FOUND.
VERTICAL DATUM:
NAVD '88
BASED ON CITY OF RENTON CONTROL COORDINATES.
BENCHMARK:
CITY OF RENTON MONUMENT NUMBER 341,
TOP OF 5/8"
STEEL ROD SET IN CONCRETE MONUMENT
IN CASE 3' EAST
OF CENTERLINE INTERSECTION PARK AVE.
N. & N. 30TH ST.
ELEVATION: 201.26 FEET
HORIZONTAL DATUM:
NAD '83 (91)
BASED ON CITY OF RENTON CONTROL COORDINATES ON MONUMENTS
NUMBER 1836 AND 1886.
LEGAL DESCRIPTION
80
THE WEST 69 FEET OF THE NORTH 172.75 FEET OF TRACT 37 AND THE EAST
100 FEET OF THE NORTH 172.75 FEET OF TRACT 38, ALL HILLMAN'S LAKE
WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO
THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING
COUNTY, WASHINGTON;
TOGETHER WITH EASEMENT 10 FEET IN WIDTH FOR INSTALLATION AND
MAINTENANCE OF SEWER LINE UNDER THE WESTERLY 10 FEET OF THE EAST
100 FEET OF THE SOUTH 130 FEET OF TRACT 38, HILLMAN'S LAKE
WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO
THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING
COUNTY, WASHINGTON;
TOGETHER WITH EASEMENT 20 FEET IN WIDTH, FOR INGRESS AND EGRESS TO
AND FROM SAID PREMISES, OVER AND ACROSS THAT PORTION OF TRACT 37,
HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1,
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS,
PAGE 63, IN KING COUNTY, WASHINGTON, DESCRIBED AS COMMENCING AT THE
SOUTHWEST CORNER OF SAID TRACT 37;
THENCE NORTH 89' 02' 00" EAST ALONG THE SOUTH LINE OF SAID TRACT 37 A
DISTANCE OF 9 FEET TO THE TRUE POINT OF BEGINNING;
THENCE NORTH 08' 30' 30" EAST 131.78 FEET TO THE NORTH LINE OF THE
SOUTH 130 FEET OF TRACT 37;
THENCE NORTH 89' 02' 00" EAST 20 FEET;
THENCE SOUTH 08' 30' 30" WEST 131.78 FEET TO SAID SOUTH LINE OF
TRACT 37;
THENCE SOUTH 89' 02' 00" WEST ALONG SAID SOUTH LINE 20 FEET TO THE TRUE
POINT OF BEGINNING.
NO. I DATE I REVISION
L
0
0
r
BY I CHKD I APVLS
Architects — Engineers, P.C.
555 Dayton Street Suite A
Edmonds, WA 98020
(206) 670-8651 FAX: (206) 712-0846
U S WEST Communications
WIRELESS PROJECT
SITE INFORMATION
KENNYDALE CELL SITE
1416 N. 30th STREET
RENTON, WA
SEA-041
DESIGN TYPE
OUTDOOR
EQUIPMENT
AND MONOPOLE
SHEET TITLE
TOPOGRAPHIC SURVEY
SHEET NUMBER
C�s
DWG NAME: SO41CS
DATE: 101Mf:O0pm
ot��v�c� r�ANNW�
t7EVE IV OF NENTON
,Z
11SITE PLAN
N3 k� �-' 1 U-20' SEA-041A
14'-S 1/2"
4'-roll Q
CONC, FOOTINCz, - _ .
NEW 314011 HIGH
TYPICAL CHAIN LINK FENCE;
SEE 2 /A3
------------ L------------------------------------�
x x x x x x x-
----------- -- -- -- ---------------- ------ j EXIST.
� � 1 FENCE
4„
GRAVEL ^l , CONC, PAD SEE I
Q►`! DET.365/A-2 I I o
(COORD. W/ ELEC.) I I
< <1<1<
J I I 1
.••`� % ANTENNA LOCATIO
N
/ -or_ -
MONOPOLE --- -- -_ -- I.I
FOUNDATION
4'-O" DIA.
ACTUAL D I A. T.5D.
5Y MONOPOLE 0'k
/
Pti. I sbo 20. 0
A N�._ '
w
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O
CABLE TRAY
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SEE DET 556/A-2
STL. BOLLARDS;
SEE DET 335/4-2
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N
-
11
�,
�
~
I
EQUIPMENT LOCATION;
I SIZE < CONRrSURATION I
TO 5E SUPPLIED 5Y OWNER
n
` — — — — — — — — — — — — — — — — — -
x_
� Q
CONC. PAD
12' , 1'-1"
4"
CONC. RET. - -- CxRAYEL i
WALL, TYP.
---------------------------------------� I
_ - I
x x x x x x
-----------------------------------------------
so
- NEW 3'-roll HIGH
CHAIN LINK FENCE;
O SEE 2/A►3
�EQUIP. LAYOUT PLAN
�.' 1/2"mr-0'
PROPERTY LINE
N,
ARM/JACMON
+: A.ochit'ects A Flanaers,
1601 Baal John - Seade, TA 98112
Tel: 206.323.89M FF=- 2M * 323,8518
E I S H B IR A 3 s 0 C t A T B 8
A r r I e L. I 0 0 a l C a r p a r a t i c a
ARCH ITEC'r and E[I(:'NIB R5
`M De tJllidao. co ,WIN P*A 9CM-79S-9342 MI-795-1843
U S WEST
WIRELESS PROJECT
SITE INFORMATION
KENNYDALE APTS.
1416 N. 30TH STREET
RENTOIJ, lUA
SEA-041
DESIGN TYPE
OUTDOOR EQUIPMENT
AND MONOPOLE
ANTENNA
sHEE'r mx
SITE PLAN /
DETAILS
SHEET NUMBER ITV.
00
"t? l
afit) ') 4T
mac, V� V`7 G
DE�EL► bF R NNIN
ON `
i
3' L&4TNING
ROD
INSTALL TWR L-810 DOUBLE
0106TRJCTION LIGHT PER
MANF. SPECS. FAA LIGFITS
SHALL BE NO HIGHER THAN
TGP OF L1CsHTNINCs ROD
FAA SPEC., *c_ j?_w_43
d�
W_
' EXIST. APARTMI1
rr- BL.DG. BEYOND
MOUNT LIGHT '
CONTROLLER ON
MONOPOLE, C.00#W.
W/ ELEC. ----
-$446E6TATION
SEE EQUIP. LAYOUT
PLAN DET. 2 / A-1
CONC. FRET. Ls
SEE 1/A-3, .
1"10NOPOLE CONFIG
NTS
INSTALL ANTENNAE
AND ANTENNA MOL
PER MAW SPEC.
436 431
INSTALL GPS ANTe
ON SOUTHSIDE
PER MANE. SPEC,
1
ANCHOR BOLTS SIZE,
LOCATION AND ORIENTATIONS
PPLIER OU)G
FIN GRADE
TYPICAL DRILLED PIER FOUNDATION
DETAIL 38
NTS
>IER
LIER
ISTURBED
ZTH
ANTENNA 1` 0UNT
ANTENNA CONFIGURATION
6" DIA SCHEDULE 40 CARBON
STEEL PIPE FILLED WITH
CONCRETE AND PAINTED
IN ACCORDANCE WITH
PAINTING SPECIFICATION ----
GRADE, PAVEMENT
OR FIN GRADE
CONCRETE CAP
E
ifs
MIN
GUARD P05T (50L L ARD
DETAIL 335
NTS
MONOPOLE
DOWN -TILT BRACKET
ANTENNA
BOLTED MOUNTINGS BRACKET
2 1/2" DIA PIPE MOUNT
-7/8" JUMPER
LOWER ANTENNA 5RACKET
COAX ACCE55 HOLE
ANTENNA 1" IOUNT
ANTENNA 1 ICUNT ING CONFIGURATION
JUL.Y e/ 199ro
ANTENNA t" IOUNT
NTS
CsROUND
'43(0
HANDHOLE FRAME
ASSEMBLY
MONOPOLE WALL
BLJSS BAR -�
2411 B" W
RAD I US (T`I'P)
— ANTENNA CABLE
COVER A55EM5L
r— UNISTRUT
UNISTRUT
50LID TRAY W/ OPENING
IN BOTTOM FOR GROUNDING
COAXIAL CABLE TRAY FROM i CCA
TO P'I QNOPOL E
DETAIL
1 —0'0 556
t HANDHOLE
FRAME
MONOPOLE
FOUNDATION
ANTENNA COAX CABLE & LENGTHS
ANTENNA
No.OF
COAX
R I-Q'p
COAX
51 ZE
COAX
LENGTHS
ALPHA
2
BETA
2
1-1/4"
95'
GAMMA
2
1-1/411
95'
GPS
I
1/2 11
55'
LEFT
FRONT
ALE
(P
N
ccl
Cv
cYl
REAR
4 1/411 41111611 2 3/411
TYPICAL ANTENNA DIMENSIONS
ANTENNA
NTS
IUIF 6xfc -Un. 2.S
CONCRETE PAD
(CAST- IN -PLACE
OR PRECAST)
• UNLESS SHOWN
OTHERWISE ON
PLANS
6" UNLESS SHOWN OTHERWISE
IN TABLE OR ON PLANS
2"
FIN GRADE
"9.4. ./
NOT
1. USE GALVANIZED HILTI EXPANSION ANCHORS OR APPROVED
EQUAL FOR EQUIPMENT ANCHORAGE.
2. FOR SIZE AND LOCATION OF ANCHORS AND OTHER
REQUIREMENT, SEE EQUIPMENT VENDOR DRAWINGS.
OUTDOOR PAD FOR MINOR EQUIPMENT
DETAIL
NTS
�
OC
'Regs:ed
Arct :e t
State of WasttVcn
f _ AM/JACKSON
l rchitec t s & Flanners
i 601 East j<s Seatde, WA 98112
L _ I Tel: 206.3'23 . M30 F= W06.323.8518
F I S H I R A S S O C I A T B S
A F r 1 a c a, o 1 C o r p o r a t l o n
ARCHItECJ3 aad INCt9EIR3
',556 & Delaw"e I',AUeWa. CO fl012C PAX 303--796-9942 W-716-1643
jo
U S WEST
WIRELESS PROJECT
SITE INFORMATION
KENNYDALE APT5.
1416 N. 30TH STREET
RENTON, LUA
5EA -041
DESIGN TYPE
OUTDOOR EQUIPMENT
AND MONOPOLE
E
ANTENNA
SHEET TITLE
DETAILS
SHEET NUMBER REV.
;1
' c 777
Ej9CE1Vf-'_
«, CC_ F,97 —UZ/ I MAR 21 1997
DEVELOPMENT Pur%NNING
CITY OF RENTON
LINE POST
cv 1 1/1 " OD
STO PIPE
01-O" O.G.
_ ,:�'_ - MAX
COORDINATE SIZE - -
LOCATION OF CONDUITS G PIQC Pi11R CHAIN LINK
FOR POWER AND TELCO,
PRIOR TO PLACIW-z I FABRIC
CONCRETE
(V
PCS CABINET
4" GRAVEL
(WHERE SHOWN WWF 4X4 - W4.OX4.0
ON PLANS
12" (TY
C
� -X-
c0
6X6 - W2.9X2.9
` COMPACTED SOIL TO MIN W% MODIFIED
MAX DENSITY PER ASTM 01551 METHOD D
(TO BE VERIFIED WITH SITE SPECIFIC SOIL
REPORT).
NOTE:
1. FOR CONCRETE NOTE SEE DETAIL 302.
2. GRAVEL SHALL BE NATURAL OR CRUSHED GRAVEL
WITH 100 PERCENT PASSING 1 INCH SIEVE.
EQUIPMENT PAD/SLAB ON GRADE
NO FROST COND i T I ON
DETAIL 3,'0
NTS
5TANDARD CiViL_ NOTES:
S 1 TE WORK
I. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND
STIPULATED IN THE SPECIFICATION PROJECT SUMMARY.
2. RUBBISH, STUMPS, DEBRIS, 5TICK5, STONES AND OTHER REFUSE SHALL BE
REMOVED FROM THE 51TE AND D15P05ED OF LEGALLY.
3, THE 51TE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY
FROM THE PCS EQUIPMENT AND TOWER AREAS.
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
E1"15ANKMENT.
5. T�-E 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
UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE
U10RKING CREW.
1. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES,
WHiCH INTERFERE WiTH THE EXECUTION OF THE WORK, SHALL BE REMOVED
ARID SHALL BE CAPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS
W41CH WiLL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT
TO THE APPROVAL OF ENGINEERING. ,
8. THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY THE WORK AND
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
I PLANT OR FACILITY SIDE
LA
PROJECT ABOVE
GROUND AND SLOPE
= ALL AROUND (TYP)
TYPICAL SECTION
WOVEN WIRE FENCE
NTS
FIN GRADE AS SHOIIN
3 ri
7*'=I ICAL WOVEN LU RE FENCING NOTES
(INSTALL FENCING PER A5TM F-561, SWING GATES PER ASTM F- 900)
I. CORNER, END OR PULL POST 2 1/2 " NOMINAL (2.81511 O.D.)
2. LINE POST: 2" (2.315" OD) SCHEDULE 40 PIPE, 3.65 L55/LIN FOOT
PER A5TM-F1083.
3. TOP RAIL 4 BRACE RAiL: 1 1/2 " (i.815" OD) PIPE, 2.12 L55/LIN FOOT
PER A5TM-F1O83.
4, FABRIC: 12 GA CORE WiRE SIZE 2" MESH, CONFORMING TO A57M-A392.
5. TiE WiRE: MINIMUM Il GA GALVANIZED STEEL AT POSTS AND RAILS
A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG
RINGS SPACED MAX 24" INTERVALS.
6. TENSION WIRE: 1 GA. GALVANIZED STEEL.
5TANDARD CONCRETE AND REINFORCING BAR NOTES:
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WiTH THE AGI 301,
ACI 3i8 AND THE SPECIFICATION CAST-iN-PLACE CONCRETE.
2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
400C PSi AT 28 DAYS UNLESS NOTED OTHERWISE.
3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED
UNLESS NOTED OTHERWISE. WELDED WiRE FABRIC SHALL CONFOrd" f TO A57M
A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES
CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNO.
4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR
REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH......3 IN.
CONCRETE EXPOSED TO EARTH OR WEATHER:
0(o AND LARGER 2 iN.
05 AND SMALLER t WWF
CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NC" CAST
AGAINST THE GROUND: 1 1/2 IN.
SLAB AND WALL - 3/4 IN.
BEAMS AND COLUMNS-] 1/2 IN,
5. 3/4" CHAMFER OR la" R. TROWELED EDGES SHALL BE PROVIDED AT ALL
EXPOSED EDGES OF GONC. U.N.O. IN ACCORDANCE WiTH ACI 301 SECTION 42.4.
6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/3 " LARGER IN
DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFCAFt"'
TO MFR RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON TEE
DRAWING$. AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN
THE ELEVATED SLAB.
1. INSTAL,-ATiON OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER
MANUFACTURES WRITTEN RECOMMENDED PROCEDURES.
3/4" CHAMFER
COMPACTED
SUBGRAD E
all I
2'-4"
CONIC, RET WALL
iII = 11-0II
w EXIST. FENCE
J
}
CHAINLINK FENCE
- - -o
CONC. RET.
WALL
- FIN. GR,4DE
I MONOPOLE
EXIST.
ASPHALT
CONG. RET. WALL - 5 I D E ELEVATION
1/4" = P - O"
L~
P
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7wWasmroc)n
State
p,,Aj KsoN
A IjAr,
Architects & r'an ;ers
16U1 East John - e-aitie, WA 98112
_ TcL 206.373.3W, Pax: n6-323.8518
F I S H E R A S S O C I A T B S
1 [ r o f e• x 1 0 n e 1 C o r 1, r a 1 1 0 w
ITECTq and ENGLNEE RS
Sfvw .. Oalawrre LiWaton. CO. 60120 FAX 303-786•-W4E 300-706-1643
U S WEST
WIRELESS PROJECT
SITE INFORMATION
KENNYDALE APTS.
1416 N. 30TH STREET
RENTON, WA
SEA-041
DESIGN TYPE
OUTDOOR EQUif= 1ENT
AND MONOPOLE
ANTENNA
SHEET TITLE
DETAILS / NOTE5
SHEET NUMBER
REV,
A 3
�I��`E1`AlIF lI°�
09/4AP, 2 7 1997
0EVELOPMIENT PLANNING
CITY OF RENTON
