HomeMy WebLinkAboutLUA-04-105"
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CORE ~DESIGN
STORM DRAINAGE ANALYSIS
FOR
PHASE 2
STOR-HOUSE SELF STORAGE
RENTON, WASHINGTON
Approved by: Robert H. Stevens, P.E.
Date: August, 2004
Core No.: 99121
Core Design, Inc .
14711 NE 29th Place Suite #101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
DEVELOPMENT
CITY OF RE~~~N/NG
SEP -1 2004
RECEIVED
ENGINEERING· PLANNING· SURVEYING
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1. PROJECT OVERVIEW:
Phase 2 of the Stor-House Self Storage is located on the southwest corner of the Stor-
House Self Storage and Office Park. The site plan and type of buildings for Phase 2 will
be consistent with the Phase 1 portion of the Stor-House Self Storage project.
The initial improvements for the original design considered future improvements for the
area of Phase 2. The total property is 7.77 acres. The west 50 feet was intended to
continue to slope to the west. The remaining area, 7.0 acres, was intended to slope to the
detention/infiltration facility. The design for phase 2 will not exceed the area originally
designed to go to the drainage system. Phase 2 improvements are intended to only come
within 55 feet of the west property line, 5 feet short of what was considered in the
original parameters.
Since the detention system was sized for the ultimate build-out of Phase 2, this report will
not reanalyze the detention facility or downstream. Please refer to the Appendix for the
original design of the detention facility. The only aspects of the new Phase 2 design that
will need analysis are the conveyance system and erosion control.
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4. CONVEYANCE SYSTEM ANALYSIS AND DESIGN:
The conveyance system for the site was designed for both the 25-year, 24-hour storm and
the lOO-year, 24-hour storm. A conveyance sheet was generated for the 25-year and 100-
year storms using the rational method to calculate flows for each area collected by each
catch basin. The precipitation rates for the 25-year, 24-hour storm and the l00-year, 24-
hour storm are 3.40 inches and 3.90 inches consecutively.
The flows generated from the 25-year, 24-hour and loo-year, 24-hour storms were input
into a backwater analysis spreadsheet to confirm adequate sizing.
A weighted C value was used for each area collected by each catch basin. The same
weighted C value from the original design was used. The average C value for the overall
developed site is (0.6 AC*0.25 + 6.4 AC*0.90)17.0 AC = 0.84.
The original conveyance analysis was used to determine tail water elevations at the new
CB 5. However it was apparent that the basins have changed from the original
assumptions for the basins of Phase 1, CB 18 and 19. The revised analysis gave us a
tailwater elevation at CB19 (phase 1, CB 5 phase 2) of 311.01 for the 25-year event and
312.25 for the lOO-year event. This tailwater elevation was used for both CB 1 and CB5
to be conservative.
The backwater analysis was performed to ensure that during the 25-year design storm, the
maximum water surface elevation in each structure did not exceed an elevation equal to
0.5' below the rim and during the lOO-year design storm, the maximum water surface
elevation did not cause flooding of structures. Exceedance of a rim would be allowed if
the topography of the basin would allow the overflow to be conveyed to the next
downstream catch basin or if the topography could ensure that ponding would not cause
structural damage.
During the 25-year, the headwater elevations did not exceed 0.5' less the rim. During the
lOO-year, the headwater elevation exceeded the rims in CB 2, CB 3, CR6 and CB 7. The
overflow from these catch basins will pond within the roadway and will not flood any
adjacent buildings.
------r
-...
I-~' ~ rl---'--"~-----'--'----. 'i 8lI!. I ~., -ill, ,1 --------·i--1rE--~. i
i1iJ i.· & -~~--I
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1
CB2 CB3
TYPE I
RIM 312.17
12/1 IE 309.79
TYPE I 7 RIM 312.12
12/1 IE 309.35 .
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t= ,.. '= -
t\
\-CB 5 \CB 6
TYPE I TYPE I
RIM 311.72 RIM 312.12
12/1 IE 309.42 12/1 IE 309.73
(1.3' COVER) (1.4' COVER)
=c;;;;j:;:f 1
SCALE: 1"= 40'
o 20 40 80
1 ! I 1
H I
f
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\CB 7
TYPE I
RIM 312.17
12· IE 3ta17
(1' COVER)
CB 4
TYPE I
RIM 312.89
12" IE 31a49
g
0.39
<irL -;i·:Hrli~c.:-::-
\CB 8 L_ A ____ ~_ .~~.
TYPE I
RIM 312.89
12/1 IE 31a87
(1' COVER)
STORM DRAINAGE EXHIBIT
STaR-HOUSE SELF STORAGE
C;; I L R <:::::::J ....,-, L L C
1560-140TH A 10£ N£ SUITE 100
BFLL£VU£ WA j)Jj005 ~ 14711 NE 29th Placo, #101 ~a~"1! a./Ievu. We,hingtan 98007 [~~~~~~'!!!.~----t-PF~~Ec~!~WiB5~1 DATE -05/08/03 I SHEET OF
ft5 425.88;7877 Fax 425.885.7963 DESIGNED RHS ~DESIGN
ENOINEERIN o . PLAN NI NO, SURVEYINO DRAWN J£H
-, ---, --' .. '.-____ .. i,~ ... , .... _ ..
--
".
8117/04 Core Design, Inc. PAGE 1
.' -.... .... ;_1 .. _ .. __
I Ii
8117/04 Core Design, Inc. PAGE 1
--'" --.. -.. -.. -. '. \ .. ' ~ .. - ---
: ';'",,-) :"I'!:'! I.; :-,:\i,:;;'.~' :." .. ,i~:,; i:"! ~~ !'. ::. ~,~,; .. (;( • -! > • '~~~i:: ~ '.': ;:'il~J;: ~;!!~:~!.~! t! ;l~i;r:-;!;i?iij! :,i:::~', '< :(:.!:: ::;: i:::~:N h!:!:::i:?::::i !·:.:~·:;!.i.:yr,~ ~ \f1Y!); i.::~'i ~~;';liHBACKWATER ·CAtctitATIONS1!rJJ:n:!t-i!,~tU·n·i:: ~! ~Jl1 ! i iH f.:~n i i:1J.i1!:~~;·i·~·!':';':;!HN;::~iiJt:~~~:i.~:;;·~\~~ :·~,?~i~i:(\:H~~l;!{!J)J::~~n if:::! i'!!;::~::: i~"; ~l~~~~~+i! i.;;Y.)~~:!8?~p~:~:j~irfiW ;.: n/~~f:; ~.~i: /')~;'i! I !,~r! i~fi'i-t ).~~!!~J~.~
POBNAME:
bOB NUMBER:
FROMI TO I FLOW
CB CB (CFS)
1.3
1.0
0.7
6J 51 0.9
7 I 6 I 0.7
0.5
8/17/04
PIPE
LENGTH
(FEET)
63
87
140
63
87
140
Phase 2 Stor·House Self Storage
99121
I PIPE MANNING'S OUTLET
DIA. n ELEVATION
(IN) VALUE (FEET)
12 0.012 309.03
12 0.012 309.35
12 0.012 309.79
12T 0.012 309.42
12 0.012 309.73
12 I 0.012 310.17
INLET PIPE FLOW VELOCITY TAILWATER
ELEVATION AREA VELOCITY HEAD ELEVATION
(FEET) (SQIT) (IT/SEC) (FEET) (FEET)
309.35 0.79 1.62 0.04 311.01
309.79 0.79 1.28 0.03 311.10
310.49 0.79 0.84 0.01 311.18
309.73 0.79 1.15 0.02 311m
3\0.17 0.79 0.90 0.01 311.06
3\0.87 0.79 0.58 0.01 311.18
ENTRANCE
FRICTION HGL
LOSS ELEVATION
(FEET) (FEET)
0.07 311.08
0.06 311.16
0.04 311.49
0.Q3 311.04
0.03 311.17
0.Q2 311.87
PREPARED BY:
DESIGN STORM:
ENTRANCE EXIT I OUTLET
R.STEVENS
25
INLET
HEAD HEAD I CONTROL I CONTROL
LOSS LOSS ELEVATION ELEVATION
(FEET) (FEET) (FEET) (FEET)
om 0.04 311.13 0.00
om 0.Q3 311.19 0.00
0.00 0.01 311.50 0.00
0.00 0.02 311.07 0.00
0.00 0.01 311.19 0.00
0.00 0.01 311.88 0.00
YEAR
APPROACH BEND JUNCTION
VELOCITY HEAD HEAD HEADWATER
HEAD LOSS LOSS ELEVATION
(FEET) I (FEET) (FEET) (FEET) RIMEL
0.03 0.00 0.00 311.10 312.12
0.01 0.00 0.00 311.18 312.17
0.00 0.00 0.00 311.50 312.89
omT 0.00 0.00 311.06 312.12
0.01 I 0.00 0.00 311.18 312.17
0.00 I 0.00 0.00 311.88 312.89
PAGE 1
- ---.. --.. .. --.. .. ' .-' --.. --
1';'\>_ .. \!y:;".",. :-::-·~.:~~'~:~::r.ri}::~::w;,· ';::::i~ :~'~:~~-:~ :~~i'" ,}~~.fi;!J~.!ii::'::f;\~'jf;; \f~:;·;·~SF~.:; ~::/.lr::·?·~i;ii'~: :i!.li~;·i ~I~:r,,~ i ~~<qi :·r l~V-r~j!:< ;~~t;';'::;!:!7:t~ti '~.i > ?;·i !!::::~;~·~~~::'i·:il:~.'t:",~; i'.:BA€KWATER·,CAI!Gl.lliA·'.f.lONS;,~?::! iT: . "'~i!;:·i.).j.;l:~t·~'i! i:l; ri·:~:i~:~!:·!~ fiF :'1 ~';.~J: ~:H !"! f; 'Ji~ ! !,!.i1~i:!::< ::Ji!t::::;t;:" ~·;~,:t : i~~il~< :1:: :.i~'-:Jj·~.: i !::::,~:~~;~ i il:;~':' "~ .:.';; ./~ I.~:;; ;.~~i :~'--.:i:; ::! i':~: y ;~.::.~~~/ i:{ fl':!:, ~ !::.t! i i:i"; I :i, ~:i.!
OBNAME: Phase 2 Stor·House Self Storage PREPARED BY: R.STEVENS
OBNUMBER: 99121 DESIGN STORM: 100 YEAR
ENTRANCE ENTRANCE EXIT OUTLET INLET APPROACH BEND JUNCTION
PIPE PIPE MANNING'S OUTLET INLET PIPE FLOW VELOCITY TAILWATER FRJCTION HGL HEAD HEAD CONTROL CONTROL VELOCITY HEAD HEAD HEADWATER
FROM I TO I FLOW LENGTH
CB CB (CFS) (FEET)
DIA. n ELEVATION ELEVATION AREA VELOCITY HEAD ELEVATION LOSS ELEVATION LOSS LOSS ELEVATION ELEVATION HEAD LOSS LOSS ELEVATION
(IN) VALUE .JEEET) (FEET) (SQFT) (FT/SEC) (FEET) (FEET) (FEET) (FEET) (FEET) ill'EET) (FEET) (FEET) (FEET) (FEET) (FEET) (FEET) RIM ELI
1.5 63 12 0.012 309.03 309.35 0.79 1.92 0.06 312.25 0.10 312.35 0.01 0.06 312.41 0.00 0.04 0.00 0.00 312.38 312.12
1.2 87 12 0.012 309.35 309.79 0.79 1.51 0.04 312.38 0.08 312.46 om 0.04 312.50 0.00 0.Q2 0.00 0.00 312.49 312.17
0.8 140 12 0.012 309.79 310.49 0.79 1.00 0.02 312.49 0.06 312.54 0.00 0.02 312.56 0.00 0.00 0.00 0.00 312.56 312.89
61 51 1.1 63 12T 0.012 309.42 309.73 0.79 1.36 0.03 312.25 0.05 0 312.30 om 0.03 312.33 0.00 0.02 0.00 0.00 312.32 312.12
0.8 87 12 0.012 309.73 310.17 0.79 1.06 0.02 312.32 0.04 312.36 0.00 0.02 312.38 0.00 om 0.00 0.00 312.37 312.17
0.5 140 12 I 0.012 310.17 310.87 0.79 0.69 0.01 312.37 0.03 312.40 0.00 0.01 312.41 0.00 0.00 0.00 0.00 312.41 312.89
8117/04 PAGE 1
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8117/04 Core Design, Inc. PAGE 1
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8117/04 PAGE 1
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~OBNAME:
hOB NUMBER:
PIPE
FROMI TO I FLOW I LENGTH
CB CB (CFS) (FEET)
vlt 1.7
0.8 1 140
0.21 59
19 15 2.6 122
15 6 5.9 85
16 15 3.3 95
17 16 0.6 62
18 17 0.3 127
12 1.2 143
13 12 1.0 103
14 13 0.5 189
41vlt 4.8 94
4.8 160
4.8 56
3.2 60
1.6 100
1.4 100
10 0.9 106
11 10 0.3 186
8117/04
Aegis Self Storage and Office, revised
99121
MANNING'S OUTLET INLET PIPE FLOW PIPE
DlA.
(IN)
n
VALUE
EL .. EVAT.IO .. N.IELEVATION ... I AREA IVELOCITY
(UlET) ___ lFEE!L (SQ FI') (FT/sEj:L
12 0.012 307.50 307.77 0.79 2.21
12 0.012 307.77 308.61 0.79 1.05
12 0.012 308.61 308.96 0.79 0.22
12 0.012 307.70 308.43 0.79 3.36
15 0.012 306.60 307.45 1.23 4.82
12 0.012 307.70 308.37 0.79 4.14
12 0.012 308.37 308.80 0.79 0.82
12 0.012 308.80 309.70 0.79 0.43
12 0.012 307.15 308.oJ 0.79 1.57
12 0.012 308.01 308.63 0.79 1.21
12 0.012 308.63 309.70 0.79 0.65
18 0.012 304.80 305.27 1.77 2.71
18 0.012 305.27 306.07 1.77 2.71
18 0.012 306.07 306.35 1.77 2.71
12 0.012 306.85 307.15 0.79 4.06
12 0.012 307.15 307.65 0.79 2.08
12 0.012 307.65 308.15 0.79 1.74
12 0.012 308.15 308.68 0.79 1.20
12 0.012 308.68 309.80 0.79 0.43
VELOC. IT. YITAlLWATER .FR1CTI.O. N HEAD ELEVATION LOSS
(FEET) E (FEETt
0.08 309.00 0.02
0.02 309.09 0.06
0.00 309.63 0.00
0.18 310.24 0.56
0.36 309.47 0.60
0.27 310.24 0.67
0.01 311.21 0.02
0.00 311.24 0.01
0.04 310.12 0.14
0.02 310.28 0.06
0.01 310.37 0.03
0.11 309.00 0.17
0.11 309.19 0.28
0.11 309.49 0.10
0.26 309.47 0.41
0.07 310.12 0.18
0.05 310.33 0.12
0.02 310.49 0.06
0.00 310.57 0.Ql
PREPARED BY: R. STEVENS
DESIGN STORM: 15 YEAR
ENTRANCE 1 ENTRANCE 1 EXIT 1 OUTLET 1 INLET 1 APPROACH 1 BEND 1 JUNCTION
HGL
ELEVATION
(FEET)
309.02
309.61
309.96
310.80
310.07
310.91
311.23
311.25
310.26
310.35
310.70
309.17
309.47
309.59
309.88
310.29
310.45
310.55
310.80
HEAD
LOSS
-.JF'EET)
0.02
0.00
0.00
0.04
0.07
0.05
0.00
0.00
0.01
0.00
0.00
0.02
0.D2
0.02
0.05
0.01
0.01
0.00
0.00
HEAD I CONTR~L CONTROL
LOSS ELEVA.TION EL.EVATION
(FEET) ~E ~=E:::E:.::.T),--...... ...>::.=::..t-....L==,",-"'>::'=,,"-
0.08 309.11 0.00 0.02 0.00 0.00
0.02 309.63 0.00 0.00 0.00 0.00
0.00 309.96 0.00 0.00 0.00 0.00
0.18 311.01 0.00 0.00 0.00 0.00
0.36 310.50 0.00 0.27 0.00 0.00
0.27 311.22 0.00 0.01 0.00 0.00
0.01 311.24 0.00 0.00 0.00 0.00
0.00 311.25 0.00 0.00 0.00 0.00
0.04 310.31 0.00 0.02 0.00 0.00
0.02 310.37 0.00 0.01 0.00 0.00
0.Ql 310.71 0.00 0.00 0.00 0.00
0.11 309.30 0.00 0.11 0.00 0.00
0.11 309.61 0.00 0.11 0.00 0.00
0.11 309.73 0.00 0.26 0.00 0.00
0.26 310.18 0.00 0.07 0.00 0.00
0.07 310.37 0.00 0.05 0.00 0.00
0.05 310.51 0.00 0.Q2 0.00 0.00
0.02 310.58 0.00 0.00 0.00 0.00
0.00 310.80 0.00 0.00 0.00 0.00
HEADWATER
ELEVATION
(FEET) IRIM EL
309.09 1 312
309.63 1 312.9
309.96 1 312.5
311.01 312
310.24 I 311.8
311.21 1 312.35
311.24 I 312.3
311.251 313.3
310.281 311.8
310.37 I 312.3
310.71 1 313.3
309.19.1 311.2
309.49 1 310.5
309.47 1 312.6
310.12 I 311.8
310.33 1 312.2
310.49 I 311.8
310.57 1 312.2
310.80 I 313.3
PAGE 1
- -- ---- ------------
I:;··':,',"" !,'.,-, ""::'"1·:,··"'-:'::.:::"1: . :';": ~. '·.I~ i:· ::tr'( "::j::' :!:'~;. ;'~jt::::i;: 'i."'[:;:; >!;i!: (:~ ': i-;;i~ ';"!. ; :-:.; 1\ ", '(:;!;i:~{ ; !;:.'i:; "" : ~ i :':',.' '; :'i>. :". :.:: '-:: .. ,:;:;;1 BACK'YA'J;~~·CAtCULATmNS~!~;'~ i:'!! i,~: ll::·~i\rr. >:;";.;!! i :;"1"1'::"11 i;i:.!;'f' i ri!:i;.~;; .. (,'·:;,:;::;i:.';: ;.!! i·~·,'· :'X!!':;~\t! ~~:!::i·;::i;,:, :-;','1 ~::::.:~ :,:~'~i ::: tk;~'~ I;: ::;X~tTi'! .J~';;i!:~ii ;>':JU;:. ::":!~;:r~ :~~;·H::'I·!.:~: ,:":.;; t :::~ i:!:ill~s10~!:~!;:~::):~:~ !.!,~i:}!::~:::~
OBNAME:
OBNUMBER:
PIPE
FROMI TO I FLOW I LENGTH.
CB CB (CFS) (FEET)
vI! 2.1
1.0 140
0.2 59
19 15 3.1 122
15 7.0 85
16 15 3.9 95
17 16 0.8 62
18 17 0.4 127
12 1.5 143
13 12 1.1 103
14 13 0.6 189
41vlt 5.5 94
5.5 160
6 5.5 56
3.8 60
1.9 100
1.6 100
10 1.1 106
11 10 0.4 186
8/17/04
Aegis Self Storage and Office, revised
99121
PIPE
DIA.
(IN)
12
12
12
12
15
12
12
12
12
12
12
18
18
18
12
12
12
12
12
MANNING'S
n
VALUE
0.012
0.012
0.012
0.012
0.012
0.012
0.012
0.012
0.012
0.012
0.012
0.012
0.012
0.012
0.012
0.012
0.012
0.012
0.012
OUTLET
307.50
307.77
308.61
307.70
306.60
307.70
308.37
308.80
307.15
308.01
308.63
304.80
305.27
306.07
306.85
307.15
307.65
308.15
308.68
INLET PIPE FLOW
307.77 0.79 2.62
308.61 0.79 1.24
308.96 0.79 0.25
308.43 0.79 3.96
307.45 1.23 5.69
308.37 0.79 4.90
308.80 0.79 0.97
309.70 0.79 0.51
308.01 0.79 1.86
308.63 0.79 1.44
309.70 0.79 0.77
305.27 1.77 3.13
306.07 1 1.77 3.13
306.35 I 1.77 3.13
307.15 1 . 0.79 4.84
307.65 1 0.79 2.47
308.15 I 0.79 2.07
308.68 1 0.79 1.42
309.80 1 0.79 0.51
VELOCITYITAn.WATERI FRlcrlON
HEAD
(FEET)
0.11
0.02
0.00
0.24
0.50
0.37
om
0.00
0.05
0.Q3
O.QI
0.15
0.15
0.15
0.36
0.10
0.Q7
0.03
0.00
ELEVATION
(FEET)
309.50
309.63
309.74
311.18
310.11
311.18
312.55
312.59
311.03
311.26
311.38
309.50
309.75
310.16
310.11
311.03
311.32
311.55
311.67
LOSS
~
0.Q3
0.09
0.00
0.78
0.84
0.94
0.02
0.01
0.20
0.09
0.05
0.22
0.38
0.13
0.58
0.25
0.18
0.09
0.02
PREPARED BY: R. STEVENS
DESIGN STORM: 100 YEAR
ENTRANCE ENTRANCE EXIT OUTLET I INLET I APPROACH I BEND I JUNcrlON
HGL HEAD HEAD CONTROL CONTROL VELOCITY HEAD HEAD
ELEVATION ELEVATION HEAD LOSS LOSS
....l:;=':""..1-....l:;=':""-Ll=:::.:.L.L-..I!FEET) (FEET) (FEET) (FEET) (FEET)
309.53 0.02 0.11 309.65 0.00 0.Q2 0.00 0.00
309.72 0.00 0.02 309.75 0.00 0.00 0.00 0.00
309.96 0.00 0.00 309.96 0.00 0.00 0.00 0.00
311.96 0.05 0.24 312.25 0.00 0.00 0.00 0.00
310.95 0.10 0.50 311.55 0.00 0.37 0.00 0.00
312.11 0.07 0.37 312.56 0.00 0.01 0.00 0.00
312.57 0.00 0.01 312.59 0.00 0.00 0.00 0.00
312.60 0.00 0.00 312.60 0.00 0.00 0.00 0.00
311.23 0.01 0.05 311.29 0.00 0.Q3 0.00 0.00
311.35 0.01 0.03 311.39 0.00 0.01 0.00 0.00
311.42 0.00 0.01 311.44 0.00 0.00 0.00 0.00
309.72 0.03 0.15 309.90 0.00 0.15 0.00 0.00
310.13 0.03 0.15 310.31 0.00 0.15 0.00 0.00
310.29 0.03 0.15 310.47 0.00 0.36 0.00 0.00
310.68 0.07 0.36 311.12 0.00 0.10 0.00 0.00
311.28 o.oz 0.10 311.39 0.00 0.Q7 0.00 0.00
311.50 O.QI 0.07 311.58 0.00 0.Q3 0.00 0.00
311.64 0.01 0.03 311.67 0.00 0.00 0.00 0.00
311.69 0.00 0.00 311.70 0.00 0.00 0.00 0.00
HEADWATER
ELEVATION
(FEET) RIMEL
309.63 1 312
309.74 1 312.9
309.96 1 312.5
312.25 312
311.181 311.8
312.55 1 312.35
312.59 1 312.3
312.60 1 313.3
311.261 311.8
311.381 312.3
311.44 1 313.3
309.751 311.2
310.16 1 310.5
310.11 I 312.6
311.03 1 311.8
311.32 1 ·312.2
311.551 311.8
311.67 I 312.2
311.701 313.3
PAGE 1
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5. EROSION/SEDIMENTATION ANALYSIS AND DESIGN:
The intent of this erosion and sedimentation control plan is to minimize erosion and the
transport of construction related sediments off-site.
The following ESC measures are incorporated into the Erosion Control design:
1. Clearing Limits: Clearing limits have been delineated on sheet C2.0 1 of the clearing
and grading plans. The clearing limits extend only to those areas that will be
disturbed during construction of the subject project. In general, clearing limits
extend around the subject property.
2. Cover Measures: The temporary erosion and sedimentation control notes listed on
sheet C2.31 specify specific times at which temporary and permanent cover measures
will be installed.
3. Perimeter Protection: Per sheet C2.01, silt fence will be used for perimeter protection.
Silt fence will be installed along the perimeters of those areas that will be receiving
silt-laden runoff.
4. Traffic Area Stabilization: A construction entrance will not be installed at the
entrance to the project site since the project will abut existing private asphalt and
minimal ultilities will be needed. See sheets C2.01 and C2.31 for location of
construction entrance and detail.
5. Sediment Retention: The detention/water quality vault will be used for sediment
retention. Sediment retention will be designed per the 1990 KCSWDM
Sediment Pond Calculations
The runoff tributary to the sediment pond was calculated using WaterWorks
hydrology software utilizing SBUH methodology. The soils on site consist of
Arents, Everett material (An) and Gravel Pit according to the King County Soil
Survey. See Section 2 of this report. According to the geotechnical consultant, the
site has a large amount of fill atop the existing infiltrating soils. The site will
therefore be considered to have pervious soils exhibiting characteristics of Type C
soils. The precipitation rates used for this analysis are as follows:
2-year, 24-hour storm -72.00 in. -used for sediment pond sizing
lO-year, 24-hour storm -7 2.90 in. -used for riser sizing
During the erosion control phase of the project, the site will be entirely cleared and
will therefore be modeled as bare ground. The following information was used to
create the runoff hydrograph from Waterworks:
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EROSION CONTROL PHASE Total Area = 1.6 acres
GROUND COVER AREA (acre) CN
Bare Ground 1.6 87
Time of concentration Assumed 10.00 min.
The resulting hydro graphs are:
2yr = 0.28 cfs
10yr = 0.56 cfs
Surface Area:
SA = 2080 sflcfs * Q2
Q2 = 0.28 cfs
SA = 2080 sflcfs * 0.28 cfs = 583 SF
The designed sediment pond is 20' x 30' at the standpipe overflow elevation
SA = 600 SF > 583 SF => OK
Pond Geometry:
3: 1 interior side slopes
2.3' depth
The top of the sediment storage is EL 309.6. The elevation of the top of the
standpipe is EL 311.9 (2.3 feet of depth). The bottom of the pond is 308.6 (1 foot of
sediment storage).
• Riser Pipe
Design Flow = QIO = 0.56 cfs
The flow capacity for a 12" diameter riser with 1 foot of head is approx
3.8 cfs»0.56 cfs required.
• Emergency Overflow Spillway
Design Flow = QIOO = 2.85 cfs (from rational method analysis in
conveyance section)
H=O.4'
L = (QlOoI3.21H312»-(2.4H2) = (2.86/0.812) -(0.384) = 3.2
The overflow spillway shown on the plans is 6 feet wide>3.2 required.
• Dewatering Orifice:
Orifice area = As(2h)0.5/(0.6)(3600)Tgo.5
= (600)(2*2.3 )0.5/(0.6)(3600)(24)(32.2)°·5
= 0.00437 sf
Orifice diameter = 24( orifice area/n)0.5
= 24(0.00437/n)0.5
= 0.89 inch. USE 1 inch min.
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8/18/04 12:57:24 am page 1
PHASE 2 STaR-HOUSE SELF STORAGE
99121
=====================================================================
BASIN ID: EROS002
SBUH METHODOLOGY
BASIN SUMMARY
NAME: EROSION CONTROL 2 YR
TOTAL AREA ....... : 1.60 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : TYPE1A PERV
PRECIPITATION .... : 2.00 inches AREA .. : 1.60
TIME INTERVAL .... : 10.00
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.28 cfs VOL:
min CN .... : 87.00
TC .... : 10.00
0.12 Ac'-ft TIME:
BASIN ID: EROS010
SBUH METHODOLOGY
NAME: EROSION CONTROL 10 YR
Acres
min
480 min
TOTAL AREA ....... : 1. 60 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : TYPE1A PERV
PRECIPITATION .... : 2.90 inches AREA .. : 1. 60
TIME INTERVAL .... : 10.00 min CN .... : 87.00
TC .... : 10.00
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.56 cfs VOL: 0.22 Ac-ft TIME:
'.(0;,,·.". _.:.: .. ~.
Acres
min
480 min
IMP
0.00 Acres
0.00.
0.00 min
IMP
0.00 Acres
0.00
0.00 min
::: ...... , ..
'·1 '.'
!~'! . (.tJ . 1\1 ~~~1
~------------------
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Prepared by:
. Approved by:
Date:
Core No.:
STORM DRAINAGE ANALYSIS
FOR
RENTON MINI STORAGE
RENTON, WASHINGTON
Gina R. Brooks, P~E. & Robert H. Stevens, P.E.
Robert H. Stevens,P.E.
September 2001
99121
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RENTON MINI STORAGE
TABLE OF CONTENTS
1. Project Overview
2. Off-Site Analysis
3. Detention and Water Quality Facility Analysis and Design
4. Conveyance System Analysis and Design
5. Erosion/Sedimentation Analysis and Design
6. Core and Special Requirements
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1. PROJECT OVERVIEW:
Renton Mini Storage is located on the south side ofNE 3rd Street approximately halfway
between Edmonds Avenue N and Jefferson Avenue N in Renton, Washington. See
attached vicinity map. The 7.77 acre property is currently vacant. Former use ofthe site
was first as a gravel quarry and then as a land fill. The existing ground cover is dead
grass and weeds. The ground slopes 'from east to west at an average slope of
approximately 4% across the majority of the property. Along the west boundary of the
property slopes are in excess of 100% and slope down to a hole located along the west
property line. The developer proposes to construct a storage unit facility and two office
buildings with associated roadway and utilities. An area referred to as Phase 2 will be
reserved for future development. For the purposes of storm drainage calculations, this
area will be considered to be developed as a mini storage facility. This assumption is
conservative yielding a higher percentage of impervious area. See attached site plan.
The on-site generated runoff will be directed to a water quality/infiltrationvault located at
the north end of the site near NE 3rd Street. The infiltration vault will be designed to
infiltrate up to the developed lO-year, 24-hour storm. Storms exceeding the 10-year, 24-
hour storm will be allowed to overflow into an overflow conveyance system that will
route excess flows to the existing NE 3rd Street tightlined conveyance system.
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~ C{ N.£ 4TH
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N. JRD ST.
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I VICINITY MAP ~ 1"= 2600'
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Page 1 of 2
J(lng County Building and Land Development Division
TECHNICAL INFORMATION REPORT (TIR) WORKSHEET
PART 1 PROJECT OWNER AND
PROJECT ENGINEER
Project Owner Northward Properties
Address 1560-140th Avenue NE,#100
Phone 425-747-1726 Bellevue, WA 98005
Project Engineer Robert H St,gve.ns, P .E.
Companf':Qre Design, Inc.
AddIfJ.~ Pho[l§ 4205-l48th Avenue NEt #200 425-~~~-787/, Bellevue WA 98007
PART 3 TYPE OF PERMIT APPLICATION
o Subdivision
D Short Subdivision o Grading
~ Commercial
D Other
PART 5 SITE COMMUNITY AND DRAINAGE BASIN
Community New:::::astle
Drainage Basin. ~ Ri' cea.ar ver
PART 6 SITE CHARACTERISTICS
DRiver ____________ _ o Stream ____________ _
o Critical Stream Reach
D Depressions/SWales
o Lake -------------
l!Q9 .. Steep Slopes
.0 Lakeside/Erosion Hazard
PART7 SOILS
PART 2 PROJECT LOCATION
AND DESCRIPTION
Project Name __ ~'---,-._w..,....,...-n_Mini---=· .::·=-.=S....;:w..::..r=.· a=-g~e=---__
Location
Township .::;2.;,:3N::..:.-___ _
Range --:-5E.,,--___ _
Section ~16-==~---
Project Size 7.77 AC ___ _
Upstream Drainage Basin Size --,ll",.,l~. Q~_ AC
PART 4 OTHER PERMITS
0 DOF/GHPA 0 Shoreline Management
0 COE404 0 Rockery
0 DOE Dam Safety ~ Structural Vaults
0 FEMA Floodplain 0 Other
0 COE Wetlands 0 HPA
D Floodplain ______________ _
o Wetlands ---------------
D Seeps/Springs
D High Groundwater Table
D Groundwater Recharge o Other _______________ _
Erosive Velocities Soil Type Slopes Erosion Potential
AJ;ents, Everett Mat' I. (An) leveJ =gentle 51 opi ng 51 j ght
Flll 0-100% -~~~-----
o Additional Sheets Attatched
1/90
I Page 2 of 2
King County Building and Land Development Division
.TECHNICAL INFORMATION REPORT (TIR) WORKSHEET I
I PART 8 DEVELOPMENT LIMITATIONS
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REFERENCE LIMITATION/SITE CONSTRAINT
Ch. 4 -Downstream Analysis
1 0 Additional Sheets Attatched ~------------------------------------~
PART 9 ESC REQUIREMENTS
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MINIMUM ESC REQUIREMENTS
DURING CONSTRUCTION
Sedimentation Facilities
Stabilized Construction Entrance
Perimeter Runoff Control
Clearing and Grading Restrictions
Cover Practices
Construction Sequence
Other
PART 10 SURFACE WATER SYSTEM
0 Grass Uned Channel 0 Tank oa Pipe System [X] Vault
0 Open Channel 0 Energy Dissapator
0 Dry Pond 0 Wetland
0 Wet Pond 0 Stream
MINIMUM ESC REQUIREMENTS
FOLLOWING CONSTRUCTION
Stabilize Exposed Surface
Remove and Restore Temporary ESC Facilities
Clean and Remove All Silt and Debris
Ensure Operation of Permanent Facilities
Rag Umits of NGPES
Other
QfJ Infiltration Method of Analysis
0 Depression ~BIlE
0 Flow Dispersal CompensationlMitigation
0 Waiver . of Eliminated Site Storage
0 Regional Detention
Brief Description of System Operation Drainage will be collected by tightlined drainage
system and conveyed to water qJlaJ it¥:!infiltration vault.
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Facility Related Site Umitations
Reference Facility Umitation o Additional Sheets Attatched
I PART 11 STRUCTURAL ANALYSIS
(May require special structural review) I . IKJ Cast in PlaCe Vault· o Retaining Wall
o Other
I 0 Rockery>4'High o Structural on Steep Slope
I or a civil engineer under my supervision have visited the site. Actual
site conditions as observed were incorporated into this worksheet and the
attatchments. To the best of my knowledge the information provided
here Is accurate.
PART 12 EASEMENTSrTRACTS
o Drainage Easement o Access Easement o Native Growth Protection Easement o Tract o Other
1,90
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2. OFFSITE ANALYSIS:
Site visits were conducted during the Fall of2000. See the attached UpstreamBasin
Map.
Upstream Tributary Area
Tributary to Site:
There is currently a small upstream tributary area that is east of the site. It is assumed
due to the high infiltrating soils within the tributary area that none ofthe upstream
drainage reaches the site.
Tributary to Frontage:
Proposed development of the site will include connection of a proposed overflow system
to the existing NE 3rd Street conveyance system that will convey drainage exceeding the
developed 10-year, 24-hour storm event. The drainage basin upstream from the proposed
point of connection to the existing system along NE 3rd Street was determined based on
as-built information provided by the City of Renton.
As-built information for the 1984 Street Improvement Project along NE 4th Street and
Monroe Avenue NE shows that the existing drainage basin extends from the site and east
up NE 3rd Street/NE 4th Street to Monroe Avenue NE. Along Monroe Avenue NE and
NE 4th Street, a 36" storm drainage system was installed and channeled to an infiltration
facility thereby diverting any collected drainage, that was originally collected by an
existing 12" conveyance system, away from the site's frontage upstream basin. The
existing 12" conveyance system along NE 3rd Street and tributary to the subject site's
frontage is used as an emergency overflow route for the infiltration facility should the
system fail. It is assumed for the purposes of determining the upstream tributary area that
the infiltration facility for the 36" conveyance system will not fail and will not overflow
into the existing 12" conveyance system on NE 3rd Street. With the installation of the 36"
conveyance system, a small area that was collected by the existing 12" storm drainage
system along Monroe A venue NE was not rerouted to the 36" storm drainage system at
the time of installation along Monroe Avenue NE north ofNE 4th Street. Thereby, the
existing 12" conveyance system still discharges into the existing 12" storm drainage
system along NE 4th Street/NE 3rd Street.
The remaining information for determining the upstream basin area was extrapolated
from the City's Utilities Division section maps. The upstream basin area is delineated on
a copy of one of the City's Utilities Division section maps and attached on the following
pages.
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Downstream Analysis
Resource Review
. The proposed project is located within the Cedar River Basin. Resources listed in the
KCSWDM were reviewed for existing/potential problems within the study area. The
study area is that area associated with the upstream drainage system that is tributary to the
point of connection of the proposed onsite drainage system to the NE 3rd Street drainage
system and downstream along NE 3n1 Street \4-mile from the subject site.
FEMAMaps:
FEMA map dated may 16, 1995 numbered 53033C0981F was reviewed. There are no
flood areas within the study area.
Sensitive Areas Folio:
The December 1990 Sensitive Areas Map Folio was reviewed to confinn whether or not
the study area is located within a wetland, stream or flood hazard area, erosion hazard
area, landslide hazard area, seismic hazard area, or coal mine hazard area. There are no
wetlands, streams or flood hazard areas, erosion hazard areas, landslide hazard areas,
seismic hazard areas, or coal mine hazard areas within the study area.
Drainage Complaints:
Per the City of Renton, there are no reported complaints within the study area.
King County Soils Survey:
The soils on site consists of Arents, Everett material (An) and Gravel Pit. Soils within \4-
mile downstream include Gravel Pit and Everett gravelly sandy loam (EvD). Soils
upstream and tributary to the 12" stonn drainage line along NE 3n1 Street consists Arents,
Everett material (An)
SOIL SURVEY
RENTON MINI STORAGE
CORE PROJECT NO. 99121
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Downstream Drainage Route
The proposed conveyance system for the subject site will allow flows over the 10-year,
24-hourstorm event to discharge to an existing catch basin located onNE 3rd Street. The
downstream drainage route was confirmed per as-builts provided by the City. Per the
City of Renton East Renton Sewer Interceptor, existing 12" storm drainage is shown
schematically on the plans to a point approximately 450 feet downstream or west of the
subject property's northwest property comer. It has been confirmed by field survey that
12" storm drainage fronts the subject property. It is unclear though based on limited
information of the pipe network along NE 3rd Street when the size of pipe changes from
12" to a larger diameter pipe. The downstream system travels downstream west along
NE 3rd Street and then turns southwest near the intersection of Sunset Avenue NE. The
drainage continues to travel southwest where it eventually reaches Cedar River.
No existing problems along the downstream drainage route, ~-mile downstream from the
subject site, have been documented with 'the City of Renton, nor is there any evidence in
the filed of the system being under capacity. The shallowest slope along the existing
12"storm drainage system along NE 3rd Street is immediately downstream of the point of
connection for the proposed onsite storm drainage system. Capacity of the existing storm
drainage system along this length of pipe will be analyzed following the infiltration vault
sizing in Section 3B of this report. NE 3rd Street continually from the point of connection
steepens in slope. The point at which the slope within the existing storm drainage system
may level out is near the intersection of Sunset Avenue NE. At this point, the drainage
from the subject site constitutes less than 15% of the total drainage within the existing
system.
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3. DETENTION AND WATER QUALITY FACILITY ANALYSIS AND DESIGN:
A. Hydraulic Analysis
The drainage analysis was modeled using WaterWorks hydrology software utilizing
SBUH methodology. The soils on site consist of Arents, Everett material (An) and
Gravel Pit according to the King County Soil Survey. See Section 2 of this report.
According to the geotechnical consultant, the site has a large amount of fill atop the
existing infiltrating soils. The site will therefore be considered to have pervious soils
exhibiting characteristics of Type C soils.
The precipitation rates used for this analysis are as follows:
Water quality storm (dead storage) = 2-year, 24-hour storm -;-3 ~ 0.67 in.
2-year, 24-hour storm ~ 2.00 in.
10-year, 24-hour storm ~ 2.90 in.
25-year, 24-hour storm ~ 3.40 in.
100-year, 24-hour storm ~ 3.90 in.
EXISTING CONDITIONS
The property is currently vacant. The existing ground cover is dead grass and weeds.
DEVELOPED CONDITIONS
The developer proposes to construct storage units and office buildings with associated
roadway and utilities on 7.77 acres. The west 50 feet will continue to slope and drain to
the west. This west 50 feet, 0.77 acre, is not included in the storm drainage calculations.
The impervious and pervious areas were measured with a planimeter. The pervious
portion of the site was assumed to be lawn and landscaping, good condition. The
following information was used to create hydro graphs in WaterWorks (also see attached
. printouts).
DEVELOPED CONDITIONS Total Area = 7.0 acres
GROUND COVER AREA(acre) CN
Lawn & Landscaping 0.6 86
Impervious 6.4 98
Time of concentration . 5.60 min.
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KIN G C 0 U N T Y, WAS H I N G TON, SUR F ACE W ATE R DES I G N MAN U A L
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FIGURE 3.5.1C 2-YEAR 24~HOUR ISOPLUVIALS
.. ~ . ,", -.
.... : .. ':
··I>~":,
'-.... ::" ...... ,'., .
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2-YEAR 24-HOUR PRECIPITATION
.. 3.4 ---ISOPLUVIALS OF 2-VEAR 24-HOUR
TOTAL PRECIPITATION IN INCHES
01 2 34 56 78Mlles
1: 300,000 3.5.1-8
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KIN G C 0 U N T Y. WAS H I N G TON. SUR F ACE W ATE R DES I G N MA N U A L
FIGURE 3~S.IE 10-YEAR 24-HOUR ISOPLUVIALS
2.1
22
2.a
24
2.5
2.6
2.1
2-8
10-YEAR 24-HOUR PRECIPITATION I ' 3.4---ISOPLUVIALS OF 1G-YEAR 24-HOUR
TOTAL PRECIPITATION IN INCHES
I o 1 2 3 4 5 6 7 8 Miles
1: 300,000
(
I KIN G C 0 U N T Y. WAS H I N G TON. SUR F ACE W ATE R DES I G N MAN U A L
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,'.;".
" 1'< ,~. --
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25-YEAR 24-HOUR PRECIPITATION
1.4 "ISOPLUVIALS OF 25-YEAR 24-HOUR
TOTAL PRECIPITATION IN INCHES
o 1 2 3 4 5 6 7 8 Miles
1: 300,000
3.5.1-11 1190
I KIN G C 0 U N T Y. WAS H I N G TON. SUR F ACE W ATE R DES I G N MAN U A L
I FIGURE3.S.1H l~O.YEAR 24·HOUR ISOPLUVIALS
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YEAR 24-HOUR PRECIPITATION
I '-ISOPLUVIALS OF 100-YEAR 24-HOUR
TOTAL PRECIPITATION IN INCHES
I o 1 2 3 4 5 6 7 8 Miles
1: 300,000
3.5.1-13
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B. Infiltration Calculations and Overflow Analysis
INFILTRATION CALCULATIONS
The on-site generated runoff will be directed to a water quality/infiltration vault located at
the north end of the site near NE 3rd Street. Infiltration within the water
quality/infiltration vault will be used for mitigation of the stormwater to meet Core
Requirement #3 of the 1990 King County Surface Water Design Manual. The bottom of
the vault will be located at a depth that will take advantage of the existing infiltrating or
Type A soils that are currently under the existing fill. The infiltration vault will be
designed to infiltrate up to the developed 10-year, 24-hour storm. Storms exceeding the
10-year, 24-hour storm will be allowed to overflow into an overflow conveyance system
that will route excess flows to the existing NE 3rd Street tightlined conveyance system.
Therefore, the allowable release from the vault for the 100-year, 24-hour storm is the
difference between the 100-year peak flow and the 10-year peak flow. The existing 12"
storm drainage system along NE 3rd Street will be analyzed at the end of this section to
verify capacity. The vault will be designed according to the 1990 KCSWDM. The soils
have been shown to infiltrate at a rate of 24.5 inches per hour. The infiltration vault will
be sized at the maximum allowable rate of20 inches per hour per Table 4.5.2 of the 1990
KCSWDM.
The infiltration portion of the vault has a surface area of2,000 square feet. Of this 2,000
square feet only 1,650 square feet is available for infiltration due to construction of the
footings and grade beams. The amount of drainage infiltrating is therefore equal to 20
in.Ihr.*hr./3600 sec.*ft'/12 in.*1650 sf= 0.76 cfs.
The routing results are summarized as follows (see attached WaterWorks printouts on the
following pages):
ROUTING RESULTS 10-YR,24-25-YR,24-HR 100-YR,24-
HRSTORM STORM HRSTORM
Qp inflow into vault (cfs) 4.04 4.79 5.54
Qp overflow (cfs) See Hyd. 3,7 0.00 1.15 2.70
Vault live storage required (CF) 16,110 16,676 17,220
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10/1/01 1:23:5 pm
. CORE NO. 99121
Dodds Engineers, Incorporated
RENTON MINI STORAGE
page 1
=====================================================================
HYDROGRAPH SUMMARY
PEAK TIME VOLUME
HYD RUNOFF OF OF Contrib
NUM RATE PEAK HYDRO Area
cfs min. cf\AcFt Acres
=============================================
1 0.760 320 65458 cf 7.00 10-YEAR INFILT.
2 1.909 540 77968 cf 7.00 25-YEAR INFILT. + OVERFLOW
3 1.149 540 7396 cf 0.00 25-YEAR OVERFLOW
4 0.760 280 70572 cf 0.00 25-YEAR INFILT.
5 3.585 480 77833 cf 11.80 25-YEAR OVERFLOW + UPS025
6 3.460 500 90505 cf 7.00 100-YEARINFILT. + OVERFLOW
7 2.700 500 16280 cf 0.00 100-YEAR OVERFLOW
8 0.760 230 74225 cf 0.00 100-YEAR INFILT.
9 5.278 500 101200 cf 11. 80 100-YEAR OVERFLOW + UPSIOO
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10/9/01 2: 40: 43 pm
CORE NO. 99121
Dodds Engineers, Incorporated
RENTON MINI STORAGE
page 1
=====================================================================
BASIN SUMMARY
BASIN ID: DEV010
SBUH METHODOLOGY
NAME: DEVELOPED 10 YEAR EVENT
TOTAL AREA ....... : 7.00 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : TYPE1A PERV
PRECIPITATION .... : 2.90 inches AREA .. : 0.60 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00
TC .... : 5.60 min
ABSTRACTION COEFF: 0.20
TcReach -Sheet L: 126.00 ns:0.0110 p2yr: 2.00 s:0.0200
TcReach -Channel L: 670.00 kc:42.00 s:0.0050
impTcReach -Sheet L: 126.00 ns:0.0110 p2yr: 2.00 s:0.0200
impTcReach -Channel L: 670.00 kC:42.00 s:0.0050
PEAK RATE: 4.04 cfs VOL: 1.50 Ac-ft TIME: 480 min
BASIN ID: DEV025
SBUH METHODOLOGY
NAME: DEVELOPED 25 YEAR EVENT
TOTAL AREA ....... : 7.00 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : TYPE1A PERV
PRECIPITATION .... : 3.40 inches AREA .. : 0.60 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00
TC .... : 5.60 min
ABSTRACTION COEFF: 0.20
TcReach -Sheet L: 126.00 ns:0.0110 p2yr: 2.00 s:0.0200
TcReach -Channel L: 670.00 kc:42.00 s:0.0050
impTcReach -Sheet L: 126.00 ns:0.0110 p2yr: 2.00 s:0.0200
impTcReach -Channel L: 670.00 kc:42.00 s:0.0050
PEAK RATE: 4.79 cfs VOL: 1.79 Ac-ft TIME: 480 min
BASIN ID: DEV100
SBUH METHODOLOGY
NAME: DEVELOPED 10Q YEAR EVENT
TOTAL AREA ....... : 7.00 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : TYPE1A PERV
PRECIPITATION .... : 3.90 inches AREA .. : 0.60 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00
TC .... : 5.60 min
ABSTRACTION COEFF: 0.20
TcReach -Sheet L: 126.00 ns:0.0110 p2yr: 2.00 s:0.0200
TcReach -Channel L: 670.00 kC:42.00 s:0.0050
impTcReach -Sheet L: 126.00 ns:0.0110 p2yr: 2.00 s:0.0200
impTcReach -Channel L: 670.00 kc:42.00 s:0.0050
PEAK RATE: 5.54 cfs VOL: 2.08 Ac-ft TIME: 480 min
IMP
6.40 Acres
98.00
5.60 min
IMP
6.40 Acres
98.00
5.60 min
IMP
6.40 Acres
98.00
5.60 min
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10/1/01 1:23:5 pm
CORE NO. 99121
Dodds Engineers, Incorporated
RENTON MINI STORAGE
page 2
=====================================================================
STAGE STORAGE TABLE
RECTANGULAR VAULT ID No. VAULT
Description: INFILTRATION VAULT
Length: 100.00 ft. Width: 20.00 ft.
STAGE <----STORAGE---->
(ft) ---cf-----Ac-Ft-
0.0000 0.0000
200.00 0.0046
400.00 0.0092
600.00 0.0138
800.00 0.0184
STAGE <----STORAGE---->
(ft) ---cf-----Ac-Ft-
302.90
303.00
303.10
303.20
303.30
303.40
303.50
303.60
303.70
303.80
303.90
304.00
304.10
304.20
STAGE <----STORAGE---->
(ft) ---cf-----Ac-Ft-
10000 0.2296
10200 0.2342
10400 0.2388
10600 0.2433
10800 0.2479
11000 0.2525
11200 0.2571
11400 0.2617
11600 0.2663
11800 0.2709
12000 0.2755
12200 0.2801
12400 0.2847
12600 0.2893
12800 0.2938
voids: 1.000
STAGE <----STORAGE---->
(ft) ---cf-----Ac-Ft-
307.90
308.00
308.10
308.20
308.30
308.40
308.50
308.60
308.70
308.80
308.90
309.00
309.10
309.20
309.30
300.40
300.50
300.60
300.70
300.80
300.90
301. 00
301.10
301.20
301.30
301. 40
301. SO
301.60
301. 70
301.80
301. 90
302.00
302.10
302.20
302.30
302.40
302.50
302.60
302.70
302.80
1000 0.0230
1200 0.0275
1400 0.0321
1600 0.0367
1800 0.0413
2000 0.0459
2200 0.0505
2400 0.0551
2600 0.0597
2800 0.0643
3000 0.0689
3200 0.0735
3400 0.0781
3600 0.0826
3800 0.0872
4000 0.09l8
4200 0.0964
4400 0.1010
4600 0.1056
4800 0.1102
304.30
304.40
304.50
304.60
304.70
304.80
304.90
305.00
305.10
305.20
305.30
5000 0.1148
5200 0.1194
5400 0.1240
5600 0.1286
5800 0.1331
6000 0.1377
6200 0.1423
6400 0.1469
6600 0.1515
6800 0.1561
7000 0.1607
7200 0.1653
7400 0.1699
7600 0.1745
7800 0.179l
8000 0.1837
8200 0.1882
8400 0.1928
8600 0.1974
8800 0.2020
9000 0.2066
9200 0.2112
9400 0.2158
9600 0.2204
9800 0.2250
305.40
305.50
305.60
305.70
305.80
305.90
306.00
306.10
306.20
306.30
306.40
306.50
306.60
306.70
306.80
306.90
307.00
307.10
307.20
307.30
307.40
307.50
307.60
307.70
307.80
13000 0.2984 309.40
13200 0.3030. 309.50
15000 0.3444
15200 0.3489
15400 0.3535
15600 0.3581
15800 0.3627
16000 0.3673
16200 0.3719
16400 0.3765
16600 0.3811
16800 0.3857
17000 0.3903
17200 0.3949
17400 0.3994
17600 0.4040
17800 0.4086
18000 0.4132
18200 0.4178
18400 0.4224
18600 0.4270
18800 0.4316
19000 0.4362
19200 0.4408
13400 0.3076
13600 0.3122
13800 0.3168
14000 0.3214
14200 0.3260
14400 0.3306
14600 0.3352
14800 0.3398
309.60
309.70
309.80
309.90
310.00
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10/1/01 1:23:5 pm
CORE NO. 99121
Dodds Engineers, Incorporated
RENTON MINI STORAGE
page 3
=====================================================================
STAGE DISCHARGE TABLE
COMBINATION DISCHARGE ID No. COMBl
Description:
Structure: INF Structure:
Structure: RISER Structure:
Structure:
STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE--->
(ft) ---cfs---------(ft) ---cfs---------(ft) ---cfs---------(ft) ---cfs---------
========================================================================================================
300.40 0.7600 302.90 0.7600 305.40 0.7600 307.90 0.7600
300.50 0.7600 303.00 0.7600 305.50 0.7600 308.00 0.7600
300.60 0.7600 303.10 0.7600 305.60 0.7600 308.10 0.7600
300.70 0.7600 303.20 0.7600 305.70 0.7600 308.20 0.7600
300.80 0.7600 303.30 0.7600 305.80 0.7600 308.30 0.7600
300.90 0.7600 303.40 0.7600 305.90 0.7600 308.40 0.7600
301. 00 0.7600 303.50 0.7600 306.00 0.7600 308.50 0.7600
301.10 0.7600 303.60 0.7600 306.10 0.7600 308.60 1. 0680
301. 20 0.7600 303.70 0.7600 306.20 0.7600 308.70 1. 6311
301.30 0.7600 303.80 0.7600 306.30 0.7600 308.80 2.3603
301. 40 0.7600 303.90 0.7600 306.40 0.7600 308.90 3.1519
301. 50 0.7600 304.00 0.7600 306.50 0.7600 309.00 3.4343
301. 60 0.7600 304.10 0.7600 306.60 0.7600 309.10 3.6895
301.70 0.7600 304.20 0.7600 306.70 0.7600 309.20 3.9242
301. 80 0.7600 304.30 0.7600 306.80 0.7600 309.30 4.1427
301.90 0.7600 304.40 0.7600 306.90 0.7600 309.40 4.3479
302.00 0.7600 304.50 0.7600 307.00 0.7600 309.50 4·.5420
302.10 0.7600 304.60 0.7600 307.10 0.7600 309.60 4.7266
302.20 0.7600 304.70 0.7600 307.20 0.7600 309.70 4.9030
302.30 0.7600 304.80 0.7600 307.30 0.7600 309.80 5.0721
302.40 0.7600 304.90 0.7600 307.40 0.7600 309.90 5.2349
302.50 0.7600 305.00 0.7600 307.50 0.7600 310.00 5.3920
302.60 0.7600 305.10 0.7600 307.60 0.7600
302.70 0.7600 305.20 0.7600 307.70 0.7600
302.80 0.7600 305.30 0.7600 307.80 0.7600
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10/1/01 1:23:5 pm
CORE NO. 99121
Dodds Engineers, Incorporated
RENTON MINI STORAGE
page 4
=====================================================================
STAGE DISCHARGE TABLE
DISCHARGE LIST ID No. INF
Description: INFILTRATION RATE
STAGE <--DISCHARGE---> STAGE <--DISCHARGE--->
(ft) ---cfs---------(ft) ---cfs---------
STAGE <--DISCHARGE--->
(ft) ---cfs---------
STAGE <--DISCHARGE--->
(ft) ---cfs---------
========================================================================================================
300.40 0.7600 302.90 0.7600 305.40 0.7600 307.90 0.7600
300.50 0.7600 303.00 0.7600 305.50 0.7600 308.00 0.7600
300.60 0.7600 303.10 0.7600 305.60 0.7600 308.10 0.7600
300.70 0.7600 303.20 0.7600 305.70 0.7600 308.20 0.7600
300.80 0.7600 303.30 0.7600 305.80 0.7600 308.30 0.7600
300.90 0.7600 303.40 0.7600 305.90 0.7600 308.40 0.7600
301. 00 0.7600 303.50 0.7600 306.00 0.7600 308.50 0.7600
301.10 0.7600 303.60 0.7600 306.10 0.7600 308.60 0.7600
301. 20 0.7600 303.70 0.7600 306.20 0.7600 308.70 0.7600
301.30 0.7600 303.80 0.7600 306.30 0.7600 308.80 0.7600
301.40 0.7600 303.90 0.7600 306.40 0.7600 308.90 0.7600
301.50 0.7600 304.00 0.7600 306.50 0.7600 309.00 0.7600
301.60 0.7600 304.10 0.7600 306.60 0.7600 309.10 0.7600
301.70 0.7600 304.20 0.7600 306.70 0.7600 309.20 0.7600
301.80 0.7600 304.30 0.7600 306.80 0.7600 309.30 0.7600
301.90 0.7600 304.40 0.7600 306.90 0.7600 309.40 0.7600
302.00 0.7600 304.50 0.7600 307.00 0.7600 309.50 0.7600
302.10 0.7600 304.60 0.7600 307.10 0.7600 309.60 0.7600
302.20 0.7600 304.70 0.7600 307.20 0.7600 309.70 0.7600
302.30 0.7600 304.80 0.7600 307.30 0.7600 309.80 0.7600
302.40 0.7600 304.90 0.7600 307.40 0.7600 309.90 0.7600
302.50 0.7600 305.00 0.7600 307.50 0.7600 310.00 0.7600
302.60 0.7600 305.10 0.7600 307.60 0.7600
302.70 0.7600 305.20 0.7600 307.70 0.7600
302.80 0.7600 305.30 0.7600 307.80 0.7600
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10/1/01 1:23:5 pm
CORE NO. 99121
Dodds Engineers, Incorporated
RENTON MINI STORAGE
page 5
=====================================================================
STAGE DISCHARGE TABLE
RISER DISCHARGE
Description: OVERFLOW
Riser Diameter (in):
ID No. RISER
Weir Coefficient ... :
Orif Coefficient ... :
RISER
12.00
9.739
3.782
elev:
height:
increm:
308.50 ft
310.00 ft
0.10 ft
STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE--->
(ft) ---cfs---------
308.50 0.0000
308.50 0.0000
308.60 0.3080
308.70 0.8711
308.80 1.6003
(ft) ---cfs---------
308.90 2.3919
309.00 2.6743
309.10 2.9295
309.20 3.1642
309.30 3.3827
(ft) ---cfs---------
309.40 3.5879
309.50 3.7820
309.60 3.9666
309.70 4.1430
309.80 4.3121
(ft) ---cfs---------
309.90 4.4749
310.00 4.6320
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10/1/01 1:23:6 pm
CORE NO. 99121
Dodds Engineers, Incorporated
RENTON MINI STORAGE
page 6
=====================================================================
LEVEL POOL TABLE SUMMARY
MATCH INFLOW -STO--OIS-<-PEAK-> OUTFLOW STORAGE
<--------OESCRIPTION---------> (cfs) (cfs) --id- --id-<-STAGE> id (cfs) VOL (cf)
10 yEAR .......•••...........•
25 yEAR ......•..••...•.......
100 yEAR ••.............•...••
0.00 4.04 VAULT INF 308.45 1 0.76 16109.52 cf
0.00 4.79 VAULT COMBI 308.74 2 1.91 16676.30 cf
0.00 5.54 VAULT COMBI 309.01 6 3.46 17220.23 cf
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March 29, 2001
Revised May 25, 2001
NO.rthward Properties
1560 -140th Avenue NO.rtheast, Suite 100
Bellevue, Washington 98006
Attention:
Subject:
References:
Dear Mr. Gilroy:
Mr. Patrick Gilroy
Infiltration Testing and Slope Recommendations
Renton Office and Mini Storage
Northeast 3rd Street
Renton, Washington
Earth Consultants, Inc.
Geotechnical Engineering Study
E-8307-3 dated September 7, 1999_
Earth Consultants, Inc.
Geotechnical Engineering Study Update
E-8307-4 dated February 26, 2001
E-8307-4
In accordance with your request, we have prepared this letter to' present the infiltratiO.n test
results for the infiltration vault and permanent slope recommendations for the propO.sed
Renton Office and Mini Storage development. We understand that it is planned to
cO.nstruct an infiltration vault at the north side of the proposed site with a foO.ting elevatiO.n
of 32.0 feet.
In our opinion the water infiltrated into' the native soils at elevation 302 feet as proposed
should infiltrated vertically based on the permeability of the native soils encountered and-
should not expose the existing soils to' infiltrated water. If fill soils are encountered, the fill
soils should be removed to native soils.
1805 . 136th Place N.E., Suite 201, Bellevue, Washington 98005 Belle~ue (425) 643·3780 FAX (425) 746·0860 Toll Free (888) 739·6670
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Northward Properties
March 29, 2001
Revised May 25, 2001
Infiltration Recommendations
E-8307-4
Page 2
Four test pits were excavated at the approximate locations shown on Plate 2. Please refer to
the Test Pit Logs, Plates A2 through A5, for a more detailed description of the conditions
encountered at each location explored. A description of the field exploration methods is
included in Appendix A. The following is a generalized description of the subsurface
conditions encountered.
The fill in the vicinity of the vault varied in depth from four and one-half feet in test pits
TP-101 and TP-102 to fifteen (15) feet deep in test pit TP-103. In general, the fill soils
obsl3rved in the vicinity of the vault consist of silty sand with gravel and construction debris
including asphalt, concrete, bricks, ashes, rebar, and wood debris (Unified Classification SM).
The native soils underlying the fill consist of poorly graded sand with silt (SP-SM) to poorly
graded gravel with sand (GP). No groundwater was observed in our test pits.
The soils encountered in the test pits were not screened for contamination. There were
traces of staining and some construction debris observed, however no significant signs of
contamination such as strong odors were encountered.
Three infiltration tests were performed in general accordance with the EPA falling head
method described in the 1995 King County Storm Water Manual. The test locations are
shown on the attached Test Pit Location Plan, Plate 2, and were approximately fifteen (15)
feet below the existing grade. The tests were in the native soils underlying the fill.
The measured rates were 46 inches per hour, 32 inches per hour, and 69 inches per hour in
test pit TP-1, TP-2 and TP-3, respectively. Averaging the rates and dividing by two for the
test method, the adjusted rate would be 24.5 inches per hour, which is in excess of the
maximum rate of 20. inches per hour for the soils encountered. We recommend using 20
inches per hour for a design rate .. The factors for clogging and geometry need to be applied
to this rate.
.. The proposed vault is located approximately one hundred fifty (150) feet from the top of the
slope on the west side of _the project. We do not anticipate the infiltration vault will impact
the slope. Our test pits indicate the depth of the silty sand fill increases west of the proposed -
vault. We anticipate the water infiltrated at the location of the proposed vault will travel
vertically through the cleaner sand and gravel layers underlying the proposed vault not
towards the slope. In our opinion the water infiltrated into the native soils at elevation 302
feet_ as proposed should infiltrate vertically based on the permeability of the native soils
encountered and should not expose the existing soils to infiltrated water.
Earth Consultants, Inc.
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Northward Properties
March 29, 2001
Revised May 25, 2001
Temporary Slope Recommendations
E-8307-4
Page 3
In no case should excavation slopes be greater than the limits specified in local, state and
Federal safety regulations. Based on the information obtained from our field exploration and
laboratory testing, the fill would be classified as Type C by OSHA. Temporary cuts greater
than four feet in height in Type C soils should be sloped at an inclination of 1.5H: 1 V. The
native soil would be classified as Type 8 by OSHA. In Type 8 soils temporary cuts greater
than four feet in height can be steepened to 1.5H: 1 V. If slopes of this inclination, or flatter,
cannot be constructed, temporary shoring may be necessary. Slopes in fill soils may need to
be inclined to 2H: 1 V. Excavations should be monitored during grading operations so
supplemental recommendations can be provided if needed. Large pieces of construction
debris such as concrete, asphalt, or wood may be encountered.
Temporary slopes for the vault should be covered with 6-mil Visqueen as soon as the
excavations are made to prevent water from falling on the slopes and running into the native
soils. The visqueen should be left in place when the vault is backfilled to prevent water from
seeping into the fill soils.
Vault Retaining Walls
The vault retaining walls should be designed to resist lateral earth pressures imposed by the
retained soils. Walls that are designed to yield can be designed to resist the lateral earth
pressures imposed by an equivalent fluid with a unit weight of thH'ty five (35) pet. If walls
are to be restrained at the top from free movement, the equivalent fluid weight should be
increased to fifty (50) pet. These values are based on horizontal backfill and that surcharges
due to backfill slopes, hydrostatic pressures, traffic, structural loads or other surcharge loads
will not act on the wall. If such surcharges are to apply, they should be added to the above
design lateral pressure. The passive pressure and friction coefficients previously provided in
the foundation section of our referenced report should be used.
Backfill for the vault should not be the existing fill soils but should be the native soils or
imported structural fill. In order to reduce the potential for hydrostatic forces building up
behind the walls, retaining walls should be backfilled with a suitable free-draining material
extending at least eighteen (18) inches behind the wall. The remainder of the backfill should
consist of structural fill. The free-draining backfill should conform to the WSDOT
specification for gravel backfill for walls (WSDOT 9-03.12(2)). A perforated drainpipe should
be placed at the base of the wall and should be surrounded by a minimum of one cubic foot
per lineal foot with three::eighths inch pea gravel.
Earth Consultants, Inc.
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Northward Properties
March 29, 2001
Revised May 25, 2001
Slope Recommendations
E-8307-4
Page 4
Three additional test pits were excavated along the ridge below the west slope. Please
refer to the Test Pit Logs, Plates A5 through A7, for a more detailed description of the
conditions encountered at each location explored. A description of the field exploration
methods is included in Appendix A. The following is a generalized description of the
subsurface conditions encountered.
Test pits TP-104, TP-105, and TP-106 indicate a fill approximately seven to eighteen (18)
feet deep. The fill. soils consist of medium dense silty sand with gravel and construction
debris including asphalt pieces, concrete, brick, ashes, rebar and other metal pieces, plastic
sheets, broken bottles, and wood debris (SM). Underlying the fill, we encountered poorly
graded sand with silt and gravel (SP-SM). No groundwater was observed in the test pits .
. Permanent cut and reinforced fill slopes should be inclined no steeper than 1.5H: 1 V
(Horizorital:Vertical). Recommendations for fill slopes were provided in our referenced
Geotechnical Engineering Study Update. Cut and fill slopes should be observed by ECI during
excavation and construction to verify that conditions are as anticipated. Water should not be
allowed to flow uncontrolled over the top of the slopes. Permanently exposed slopes should
be seeded with an appropriate species of vegetation to reduce erosion and improve stability
of the surficial layer of soil.
We appreciate the opportunity to be of service, if you have any questions or need additional
information, please contact us ..
Yours very truly,
EARTH CONSULTANTS, INC.
• N\c~<-LkL
I f~~dney Dulla palacios-
Staff Engineer
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ROP/KMW/jmp
Attachments: Plate 1
Plate 2
Appendix A
Appendix B
Vicinity Map
Test Pit Location Plan
Field Exploration
Laboratory Test Results
Earth Consultants, Inc.
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Reference:
Puget Sound Area
King County I Map 656
By Thomas Brothers Maps
Dated 2001
NOTE: This plate may contain areas of color.
ECI cannot be responsible for any subsequent
misinterpretation of the information resulting
from black & white reproductions of this plate.
_ ~!L~.£<;?~I,t~~~S;
Vicinity Map
Renton Mini-Storage
Renton, Washington
Drwn. GLS Date Mar. 2001 ProJ. No. 8307-4
Checked RDP Date 3/29/01 Plate 1
I .•
Proposed
Storm Drainage
Vault
~~'&~ ~o®,o ~t~ ~
310 -" .• '~' .• _._, •• , ,_ ..
300
290 .
280
270
~
!,. .'\
j"
f"··
" f\'
! \"
;( 1
" i I L ":'. __ ',_. _________ I
)" .. , r-, _~.,-i ' I ; I ---I-: -;... - -'I' ., I' L -.-t I ! T~~10~1" \: II P-51 1 I
. " 1'1 I I I.
'I I .11 I
\1 'I I I , 1\ "I 'I ,I I' ',I 1\ 'II I,
,I I: I 1.1
'. :. Ii I . ' I .1
,
I I'Pf'-1ASIE II/ I I' I: .1 I'·
, 'I' '. I .
,f I
~.-: . ,I . 1\ ' I 1,1 I, .~~. I".
I, I, I 'TP-1 1-,~-.,...::. jTP.:.105
I 1,1, . I ----I I " I I ,I I i I I
::: I' I, I
, i . r ' ! I I
, "1 i I 11.
!-,-._. I I I.,
, I ....• I I "
t TP-l04 /' ,/ I' l' '" ,/ ,
'. 1.1'
'I I
I I I
.1', ,I . , , __ , ,'-L __ ...
TP-2 I ~.-I
. III P-4 .~ .. L
: . . ,J
F cJ!.
TP::7IC
E
TP~3f-
" r--------------: I D I
I, I L,;;" ____________ _
.~. ~.~~,;", .~ ... ' .. -~'~...... ~ .. -... -> .~ :.."', __ .. = n~_ -;_~;:;;;,: • ..-,_
310 320
260 270 280 290 300
A
. ,Ii
1
B·'
'~
I
\ f
; ~
\ ~
, ~
' ..
,"i
" ji
.:.! .
320
330
G
Approximate Scale
o 50 100 200ft.
LEGEND
TP-1 01 -f-Approximate Location of
ECI Test Pit, Proj. No.
E-8307-4, Mar. 2001
TP-1 -f-Approximate Location of
ECI Test Pit, Proj. No.
E-8307-3, Sept. 1999
; Subject Site
... _ ... _ · __ v,~.! c=J Proposed Building
.-- --. Proposed Future Addition
I I
'-____ J (Phase II)
NOTE: This plate may contain areas of color. Eel cannot
be responsible for any subsequent misinterpretation of
the information resulting from black & white reproductions
of this plate.
_ !:,:;,~~J2?~~t!,l!!~",~;
Test Pit Location Plan
Renton Mini-Storage
Renton, Washington
Drwn. GLS Date Mar. 2001 Proj. No. 8307-4
Checked RDP Date 3130/01 Plate 2
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APPENDIX A
FIELD EXPLORATION
E-8307-4
Our field exploration was performed on March 14, 2001. Subsurface conditions at the site
were explored by excavating seven test pits to a maximum depth of twenty-one (21) feet
below the existing grade. The test pits were excavated by Northwest Excavating
subcontracted to ECI, using a trackhoe.
Approximate test pit locations were -determined by pacing from site features. Approximate
test pit elevations were determined by locating on the site plan. The locations and elevations
of the test pits should be considered accurate only to the degree implied by the method used.
These approximate locations are shown on the Test Pit Location Plan, Plate 2.
The field exploration was continuously monitored by a engineer from our firm who classified
the soils encountered, maintained a log of each test pit, obtained representative samples,
measured groundwater levels, and observed pertinent site features. Samples were visually
classified in accordance with the Unified Soil Classification System, which is presented on
Plate A 1, Legend. Representative soil samples were placed in closed containers and returned
to our laboratory for further examination and testing.
Test Pit Logs are presented on Plates A2 through A8. The final logs represent our
interpretations of the field logs and the results of the laboratory tests of field samples. The
stratification lines on the logs represent the approximate boundaries between soil types. In
actuality, the transitions may be more gradual. The consistency of the soil shown on the logs
was estimated based on the effort required to excavate the soil, the stability of the trench
walls, and other factors.
Earth Consultants, Inc.
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MAJOR DIVISIONS GRAPH
iSYMBOL
LETTER
SYMBOL TYPICAL DESCRIPTION
Coarse
Grained
Soils
More Than
50% Material Larger Than
No. 200 Sieve
Size
Fine
GraIned
Soils
More Than
50% Material
Smaller 'T-I'an
No. 200 Sieve
Size
C
qu
W
P
*
pet
LL
PI
Gravel
And
Gravelly
Soils
More Than
50% Coarse
Fraction
Retained On
No.4 Sieve
Sand
And
Sandy
Soils
More Than
50% Coarse
Fraction
Passing No.4
Sieve
Silts Arid
Clays
Silts
And
Clays
Clean Gravels
(little or no fines)
Gravels With
Fines { appreciable
amount of fines I
Clean Sand
(little or no fines)
Sands With
Fines (appreciable
amount of fines)
Liquid Limit
Less Than 50
Liquid Limit
Greater Than 50
Highly Organic Soil~
Topsoil
Fill
, .J... .J...
.J... -.v -J
I.J!-X
IXXXXXXX
Well -Graded Gravels, Gravel-Sand
Mixtures, Little Or No Fines
Poorly -Graded Gfavels. Gravel-
Sand Mixtures. Little Or No Fines
Silty Gravels. Gravel-Sand-
Silt Mixtures
Clayey Gravels. Gravel -Sand-
Clay Mixtures
Well -Graded Sands. Gravelly
Sands. Little Or No Fines
Poorly-Graded Sands, Gravelly
Sands. Little Or No Fines
Silty Sands, $and -Silt Mixtures
Clayey Sands. Sand -Clay Mixtures
Inorganic Silts & Very Fine Sands. Rock
Clayey Fine Sands; Clayey Silts wI Slight
Inorganic Clays Of Low To Medium Plasticity.
Gr.avelly Clays, Sandy Clays. Silty Clays. Lean
OrganiC Silts And Organic
Silty Clays Of Low Pla~ticity
Inorganic Silts. Micaceous Or Diatomaceous Fire
Sand Or Silty Soils
Inorganic Clays Of High
Plasticity. Fat Clays.
Organic Clays Of Medium ToHigh
Plasticity. OrganiC Silts
Peat. Humus. Swamp Soils
With High Organic Contents
Humus And Duff Layer
HI\jhly Variable Constituents
The discussion in the text of this report is necessary for a proper understanding of the nature
of the material presented in the attached logs.
DUAL SYMBOLS are used to indicate borderline soil classification.
TORVANE READING. taf
PENETROMETER READING. tsf
MOISTURE. % dry weight
SAMPLER PUSHED
SAMPLE NOT RECOVERED
DRY DENSITY, Ibs. per cubic ft.
UQUID UMIT, %
PLASTIC INDEX
I 2" 0.0. SPLIT SPOON SAMPLER
n 24" 1.0. RING OR SHELBY TUBE SAMPLER
I. WATER OBSERVATION WELL
sz DEPTH OF ENCOUNTERED GROUNDWATER
DURING EXCAVATION
Y SUBSEQUENT GROUNDWATER LEVEL WI DATE
LEGEND
Proj.No.8307-Date Mar. 2001 Plate A1
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Test Pit Log
Job No.
8307-4
Excclvati'CIn Contactor:
NW I-vr'!:I\I!:ITln,n
Notes:
General W
Notes (%)
8.5
7.8
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
CI):g o E CI) >-=>cn
SM
SP-SM
Date:
3/14/01
Test Pit No.:
Sheet
1
Ground SUrface Elevation:
315'
Surface Conditions: Grass
Brown silty SAND with gravel, medium
-construction debris, bricks, ashes, concrete pieces
of
1
Brown poorly graded SAND with silt and gravel, medium dense, moist
-6% fines at 16'
Test pit terminated at 16.0 feet below e)(jsting grade. No groundwater
encountered during excavation.
NOTE:
Elevations obtained from Core Design Topographic Survey, dated
10/2000, Project Number 99121
Test Pit Log
Renton Mini-Storage
Renton, Washington
~ Pro]. No. 8307-4 GLS Date Mar. 2001 Checked RDP ~~SU~~~rface~~OO~oo~ffi~on~s~~~~~~~~~rn~o~u~ro~~~rvat~m~M~M~fu~e~ti~m~e~M~d~~~tinion~o~f7tfu~~~~~~ro~~~h~o~le~,~~~~~~~~~~~~~
ludamern. They a~ not necessarily repr~ntative of ofuer times aoo locations. We cannot accept responsibility for the use or irnerpretati<m 1~~ofinn ~aA "" thie!< I"",
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Test Pit Log
Job No.
8307-4
NW ~avalln(]
Notes:
General
Notes
4.9
4.3
2
3
4
5
6
7
8
9
10
11
12
13
14
SM
Date:
3/14/01
Test Pit No.:
Sheet
1
Ground Surface Elevation:
315'
Surface Conditions: Grass
Brown silty SAND, medium dense, moist (Fill)
-construction debris, concrete, asphalt, bricks, ashes
of
1
SP-SM Brown poorly graded SAND with silt and gravel, medium dense, moist
15~;-~~+-~------~--~~~~~~--~--~~~--~~------~ GP Brown poorly graded GRAVEL with sand, medium dense to dense,
16
our
moist
Test pit terminated at 16.5 feet below existing grade. No groundwater
encountered during excavation.
Test Pit Log
Renton MinI-Storage
Renton, Washington
necE!SSarlly representative of other times and locations. We cannot accept r.....,~·hilitv
-
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Test Pit Log
Project Name:
Renton Mini-~I'I,rQ"'A
Job No.
8307-4
Excavation Contactor:
NW t-\tI'~\ltlTlnln
Notes:
General W
Notes <%>
(/):8 o E (/) >-=>(/)
SM
Date:
3/14/01
Surface Conditions: Grass
Test Pit No.:
03
Sheet
1
Ground Surface Elevation:
315'
Brown silty SAND, loose to medium dense, moist (Fill)
of
1
2 -observed construction debris, concrete, asphalt, rebar, ashes, plastic
16.8 3
4
5
6
7
8
9
10
11
12
13
14
5.0
Proj. No. 8307-4 Own. GLS Date Mar. 2001 Checked RDP
Test Pit Log
Renton Mini-Storage
Renton, Washington
conditions depicted represent our observations at the time this exploratory hole, modified by
l!!~.~.:,!!.~~..!!~"~rity representative of other times and locations. We cannot accept responsibility for the use or
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Test Pit Log
Job No.
8307-4
NW J;;""",."",ti".,..
Notes:
General
Notes
W
(%)
20.1
25.4
39.3
6.6
our
en:8 o E en» ::len
SM
oate:
3114/01
Test Pit No.:
TP-104
Sheet
1
Ground Surface Elevation:
290'
Surface Conditions: Depth of Topsoil & Sod 1"-2": grass
Gray silty SAND, loose to medium dense, moist (Fill)
of
1
-observed concrete, asphalt, bricks, plastic, broken glass, organic odor
-observed wood debris (small chunks)
-grades to a brown ash like clastic sand with broken glass and ashes
SP-SM Brown poorly graded SAND with silt, medium dense, moist
Test pit terminated at 20.0 feet below existing grade. No groundwater
encountered during excavation.
Test Pit Log
Renton MinI-Storage
Renton, Washington
~"'ftft-Mi.nn ~nfa".t ""n +"k! ""'"' I iudgment. They are not representative of other times and locations. We cannot acoept responsibility for the
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Test Pit Log
Job No.
8307-4
Notes:
General
Notes
W
<%)
21.8
4.6
0-:r:.8 Q.E I!! >-(!)C/J
~ .r.
'1:i. ... GILL. E
C I'U C/J
2
3
4
5
6
7
8
9
10
11
GLS
C/Jo o..c
C/J E :J~
SM
SP-SM
Date:
3/14/01
Test Pit No.:
TP-105
Sheet
1
Ground Surface Elevation:
290'
Surface Cond'ltlons: Depth of Topsoil & Sod 1"_ 2": grass
Brown silty , loose to medium dense,
concrete and some asphalt, red bricks, plastic, broken glass
-becomes gray
-45% fines
Brown poorly graded SAND with silt, medium dense, moist
Test pit terminated at 11.5 feet below existing grade. No
encountered during excavation.
Test Pit Log
Renton Mini-storage
Renton, Washington
represent our observations at the time Judgment. They are not necessarily representative of other times and locations. We cannot accept responsibtlity for the use or Intf!mr,!tati,~n
."f~"," I"'IIInI:IoCGonfCW"C 1"\'" thie Inn
of
1
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Test Pit Log
Job No.
8307-4
excavation Contactor:
NW
Notes:
General W
Notes (%)
19.6
2.8
2
3
4
5
6
7
8
9
10
en '0 o..c en E :::>i})
SM
Date:
3/14/01
Sheet of
Test Pit No.:
TP-106
Ground Surface Elevation:
295'
1 1
Surface Conditions: Depth of Topsoil & Sod 1"-2": grass and small trees
Brown silty SAND with gravel, loose to medium dense, moist (Fill)
-construction debris observed, small pieces of concrete, asphalt,
bricks, plastiC, broken glass, organic odor
-becomes reddish brown
-ashes observed
11~-r-==-~~~~~~------~--~~~~--~~~------77------~ SP Grades to brown poorly graded SAND, medium dense, moist
12
13
terminated at . below existing grade. No groundwater
encountered during excavation.
~ Earth Consultants Inc. ~ ~:hnfc" .. 1 FJ1~s. CeoIogISIS& F.nV1ronmenlai sa""IfSlS
Test Pit Log
Renton Mini-Storage
Renton, Washington
GLS
our
N>r."""""uilv representatiVe of other times and locations. We cannot accept responsibility for the use or Internn=!tati,[)n
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Test Pit Log
Project Name:
Renton Mini-Storage
Job No. I Logged by:
8307-4 RDP
Excavation Contactor.
NW Excavating
Notes:
General W
Notes <%)
9.9
14.3
~ f-
:x 1 t--)< >: t--
)< :x>: 2 t--
><~ f-
:x >< :x
><
>< 3 r--
f-
4r--
t--
5-
-
6-
-
7-
-
8-
-
9-
-
10-
-
11-
-
12 i--
r--
13f--
14,...--
i--
15 f-
r--
16f-
f-
17f-
~ ~ (;j x:X 18f-
19 f-
(1):8 o E (I»
::l(l)
SM
I Date:
3/14/01
Test Pit No.:
TP-107
Ground Surface Elevation:
310'
of
2
SUrface Conditions: Depth of Topsoil & Sod 2": grass and small trees
Dark brown to brown silty SAND with gravel, loose to medium dense, moist (Fill)
-construction debris observed, pieces of concrete, rebar, bricks,
broken glass, wood debris
-becomes gray
-asphalt chunks 1'-2' observed
-becomes gray with gravel
-23% fines
-observed a yellow sandy soil, possibly foundry material ~ 24 ~ ~
~r---------~--~~~~~~----~----------~--------------------------------------~ i NO Test Pit Log Earth Consultants Inc. Renton Mini-Storage § <kOredmk:-dIPJ1g1n~~&F.J1v1ronll\entdlSdmft.o;ts Renton, Washington
~~------------~------------~------------~------------~--------------~--------~ m Proj. No. 8307-4 I OWn. GLS I Date Mar. 2001 Checked RDP I Date 3/29/01 I Plate A8
SUbsurface conditions depicted rt¥esent our observations at the time and location of this exploratory hole, modified by englneenng tests, analysis and
judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of
inf.rvn,.~tc""", ~n+M nn th~ ".",..
=
-
." "" .sa.
z
~
00 w o
--..J I ,....:..
o
~
?
~
CJ')
I-
o III r+ CP
Sf '1
N o o
J-
(") :r CP (") ~ CP c..
§
'"d
r-o III r+ CP
W -N
\0 -o
J-
t--
." Qj"
r+ CP
b:J
J-
- ------------ -- --
• B: } en ~ 0)
w. ::l ~:r in ~ 0 ~ ~ ~ fJ) .~. c
'" -i§ '5 __
~ fJ) ::: ..-
;c. ~ ~. ()
~.
~ ~ G> (1) (1) ::g ::l ::l ..... I'"t I'"t ....-o 0 2
;:l ::l .. (/)
;3:: -~ 1-" N III ;:l m
~~. ~
1-" CJ') 2
;:l I'"t ~
OQ 0 r I'"t '1 :..( o III (/) ::l OQ m (1) (/)
SIEVE ANALYSIS HYDROMETER ANALYSIS r SiZE Of OPENING ININCHES I NUMBER OF MESH PER INCH. U.S. STANDARD I GRAINST:ZE IN MM 1
O 0 co ID io:t 8' N ... ~~ '" <0 . .1) ID o:t I"l N 0
'::i i iI rn11 1 11 ii ii ii li ii mill ilililll i t
." 80
m
:0
(") m 70
2
-I
:!! 60
2 m
:0 50
tD -<
~ 40 m
C> ::I: -I 30
20
10
o o o M
o o N
000000 OooeD '<I'M N ...
.~
I"j S \ 1-1 ""(
o IX) eD
'r-
"'" .....::
'<I' M N
"
.....-:
-...;;:
~
~
~
l-\. ~
I"'i" r"{-. ....... -
«! t'! "": ~ I'!
GRAIN SIZE IN MILLIMETERS
... co to . ~ 0
COBBLES COARSE . FINE MEDIUM FINE
GRAVEL SAND
KEY Boring or I DEPTHi
Test Pit No. (ft.): I USCS DESCRIPTION
'<I' M ('II ~ ~ ~ ... co 10 000 ~ ~
FINES
0--TP-l 16 I SP-SM Brown poorly graded SAND with silt and gravel
6---TP-2 16.5 I GP Brown poorly graded GRAVEL with sand
0···· .... · TP-3 15 SP Gray poorly graded SAND with gravel
g 12 ~ C!
N o ~
Moisture
Content (%)
7.8
4.3
5.0
... o ~
LL
30
40
50
60
70
80
90
100
"tI m
:0 n m
Z -I
n o »
:0 (I) m :JJ
tD -<
~ m
C>
::I: -I
PL
-,
I~----------------------~----~ PERCENT COARSER BY WEIGHT
I~
len en lOO'I+++-I+-H+lf+-H-+++++++++t-Hf+H-H-t++t-H+1rHH-tTt-tt-t-tt-H ~OO'
~£OO'I+I--l--H--++++++++++++-H-H+t-H-H-+-1H-1H-1I+f+tt-H-tTtTt-t-t-t'H £00'
I « ~ 1700' l1'00' z~ « ~ 900'1+H-H-++++++-H-H+t+t+t-H-H-ti-t1H-1H-H-H-H-tttlltttttt1 900'
CC ~ 800' ~ftUgtl~t~ttijijij~~ffi~l!ij~$i~~~ijijHm 800' I WI:;: lO' I-Iv, U)' W2
~<t: Oa:
CC CI lO'I+H-++++-H-H-HH-+++++++++t-H-t-iH-t+t-t-+t-tt-H-t1r-t-t1"'tTt-t'H ~O' I ~ ro'I+H-H-H-H-H-H-I-+1f-+JH-1H-1f-Hf-H-H-+1-H-H-ti-H-H-H-tt-tt-HTi £0'
l: 170' l1'0'
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OO~
PERCENT FINER BY WEIGHT
en w
2
u.
-~
w 2 u:
..J W r-~ a:
w CI
II) a: <t: o u
en w oJ CIl CIl o (,)
oJ a...
oJ oJ
2 o
t-a...
a: (,) en w C
.. 0 02
01'" c·-._a... ..... o en COt!
>-w ::.:::
00
.......
N
."(_.
If'\ I p...
H
I o
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GRAIN SIZE ANALYSES
Renton Min-Storage
Renton, Washington
.
00
I I
I <J
I Proj. No. 8307-41 Drwn. GLS Date Mar.2001 Checked RDP I Date 3/29/01 1 Plate B2
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OVERFLOW ANALYSIS
An overflow system will be installed to convey flows exceeding the developed 10-year,
24-hour storm event. The overflow system will be a 12" tightlined storm drainage system
that will connect to the existing 12" tightlined storm drainage system on NE 3n1 Street.
An overflow riser will be installed within the water quality/infiltration vault at an
elevation equal to the elevation of the maximum water surface elevation for the 10-year,
24-hour storm event.
The shallowest slope along the existing 12"is immediately downstream of the point of
connection. This point of connection is the concentration point for the determination of
the upstream area. See Section 2 Upstream Tributary Area for a description and exhibit
of the frontage upstream area tributary to the existing 12" conveyance system along NE
3n1 Street. The existing pipe slope immediately downstream of the point of connection is
1.9%. Upon proving that the 12" storm drainage system can safely convey the required
flows at the shallowest slope will ensure that the system can convey the required flows to
a point where the site's 100-year, 24-hour peak flow will become an insignificant portion
of the entire contributing basin.
The impervious and pervious areas of the frontage upstream basin were determined by
use of either Table 3.5.2B of the 1990 KCSWDM for single family lots or assuming total
forested conditions for multifamily and/or commercial lots or assuming 80% impervious
coVerage for main roads. Soils within the upstream basin consist of Arents, Everett
material (An) or Type A soils. See attached Upstream Basin Map. The single family
residences which will include Jefferson A venue NE take up an area of 1.1 acres. There
are 5 single family lots which would calculated to be 5/1.1 = 4.5 DU/ AC. The
impervious area associated with the single family houses is therefore 46% of the 1.10
acres or 0.51 acre.
The remaining lots consist of apartment complexes and an AM/PM on 4.8 acres. These
remaining lots were developed with detention systems. The ground coverage for the
apartment complexes and AM/PM are therefore assumed to be pre-developed forested
conditions.
The remaining basin or 5.9 acres, consists of roads. The impervious area associated with
the remaining area is 80%*5.9 acres = 4.72 acres.
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The following infonnation was used to create hydro graphs in WaterWorks (also see
attached printouts).
UPSTREAM TRIBUTARY Total Area = 11.8 acres
AREA TO POINT OF
CONNECTION
GROUND COVER AREA(acre) CN
2nd Growth Forest 4.80 55
Lawn & Landscaping 1.77 68
Impervious 5.23 98
Time of concentration Assumed 10.00 min.
Under Section 3A ofthis report, the 25-year overflow rate is LIS cfs. See Hydrograph 3.
The upstream 25-year peak flow is 3.58 cfs. See attached Basin Summary on the
following pages. The combined 25-year peak flow is 3.59 cfs. See Hydrograph 5. The
100.;year overflow rate is 2.70 cfs. See Hydrograph 7. The upstream 100-year peak flow
is 4.29 cfs. See attached Basin Summary on the following pages. The combined 100-
year peak flow is 5.28 cfs. See Hydrograph 9.
The existing slope immediately downstream of the point of connection to the existing
tightlined conveyance system on NE 3rd Street is 1.9%. At 1.9%, a 12" pipe is capable of
conveying Q = 1.49/n*A*R2/3*Stn = 1.49/0.012*(nI4*12)* (0.512)2/3*0.019 1/2 = 5.33 cfs.
The 25-year and 1 OO-year peak flows are contained within the existing conveyance
system. In the event the stonnwater flows exceed the capacity ofthe 12" stonn line,
water would overtop the frontage catch basin and flow safely within the curb line ofNE
3rd Street, as allowed under Core Requirement 1.
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3/29/01 2:.9: 1 pm
99121
Dodds Engineers I .Incorporated
RENTON MINI STORAGE
page 2
=====================================================================
BASIN SUMMARY
BASIN ID: UPS025
SBUH METHODOLOGY
NAME: UPSTREAM 25 YEAR EVENT
TOTAL AREA ....... : 11.80 Acres BASEFLOWS: 0.00 cfs
. RAINFALL TYPE .... : TYPE1A PERV
PRECIPITATION .... : 3.40 inches AREA .. : 6.57 Acres
TIME INTERVAL .... : 10.00 min CN .... : 58.50
TC .... : 10.00 min
ABSTRACTION COEFF: 0.20
IMP
5.23
98.00
10.00
impTcReach -Sheet L: 300.00 ns:0.0110 p2yr: 2.00 s:0.0050
impTcReach -Channel L:1700.00kc:42.00 s:0.0200
PEAK RATE: 3.58 cfs VOL: 1.62 Ac-ft TIME: 480 min
BASIN ID: UPS100
SBUH METHODOLOGY
NAME: UPSTREAM 100 YEAR EVENT
TOTAL AREA ....... : 11. 80 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : TYPEIA PERV
PRECIPITATION .... : 3.90 inches AREA .. : 6.57 Acres
TIME INTERVAL .... : 10.00 min CN .... : 58.50
TC .... : 10.00 min
ABSTRACTION COEFF: 0.20
IMP
5.23
98.00
10.00
impTcReach -Sheet L: 300.00 ns:0.0110 p2yr: 2.00 s:0.0050
impTcReach -Channel L:1700.00 kc:42.00 s:0.0200
PEAK RATE: 4.29 cfs VOL: 1.95Ac-ft TIME: 480 min
Acres
min
Acres
min
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C. Water Quality Volume Calculations
Dead storage within the water qualitylinfiltration vault will be used for mitigation of the
stormwater to meet Special Requirement #5 of the 1990 King County Surface Water
Design Manual. A biofiltration swale will not be installed per Core Requirement #3 as
allowed by the City of Renton.
According to the 1990 King County Surface Water Design Manual, the required volume
for dead storage of the vault shall be equal to the water quality storm in the developed
condition. The water quality storm is defined as a storm having a precipitation equal to
113 of the 2-year precipitation.
The dead storage required for the vault is 11,168 ft? See basin summary printout on the
following pages. The vault will be designed with a depth of 5.6 feet with surface
dimensions of 20 feet by 1 00 feet. The dead storage provided therefore will be 11,200 fe
which exceeds the required minimum.
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10/9/01 2:40:50 pm
CORE NO. 99121
Dodds Engineers, Incorporated
RENTON MINI STORAGE
page 1
=====================================================================
BASIN SUMMARY
BASIN ID: DEVWQ
SBUH METHODOLOGY
NAME: DEVELOPED WATER QUALITY EVENT
TOTAL AREA ....... : 7.00 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : TYPE1A PERV
PRECIPITATION .... : 0.67 inches AREA .. : 0.60 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00
TC .... : 5.60 min
ABSTRACTION COEFF: 0.20
TcReach -Sheet L: 126.00 ns:0.0110 p2yr: 2.00 s:0.0200
TcReach -Channel L: 670.00 kC:42.00 s:0.0050
impTcReach -Sheet L: 126.00 ns:0.0110 p2yr: 2.00 s:0.0200
impTcReach -Channel L: 670.00 kC:42.00 s:0.0050
PEAK RATE: 0.71 cfs VOL: 0.26 Ac-ft TIME: 480 min
\l \ \l.o8CF'
IMP
6.40 Acres
98.00
5.60 min
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4. CONVEYANCE SYSTEM ANALYSIS AND DESIGN:
The conveyance system for the site was designed for both the 25-year, 24-hour storm and
the 100-year, 24-hour storm. A conveyance sheet was generated for the 25-year and 100-
year storms using the rational method to calculate flows for each area collected by each
catch basin. The precipitation rates for the 25-year, 24-hour storm and the 1 ~O-year, 24-
hour storm are 3.40 inches and 3.90 inches consecutively.
The flows generated from the 25-year, 24-hour and 100-year, 24-hour storms were input
into a backwater analysis spreadsheet to confirm adequate sizing.
A weighted C value was used for each area collected by each catch basin. The average C
value for the developed site is (0.6 AC*O.25 + 6.4 AC*0.90)17.0 AC = 0.84.
The backwater analysis was performed to ensure that during the 25-year design storm, the
maximum water surface elevation. in each structure did not exceed an elevation equal to
0.5' less the rim and during the 100-year design storm, the maximum water surface
. elevation did not exceed the rim. Exceedance of a rim would be allowed if the
topography of the basin would allow the overflow to be conveyed to the next downstream
catch basin or if the topography could ensure that ponding would not cause structural
damage.
During the 25-year, the headwater elevations did not exceed 0.5' less the rim. During the
100-year, the headwater elevation exceeded the rims in CB 16 and CB 17. The overflow
from these catch basins will pond within the roadway and will not flood any adjacent
buildings.
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,$lic:------.--:-
( .. ,?!J;.,"'F(,
-ACILGES
0.6
7-. !
CB AREAS (ACRES)
"EYANCE CALCULATIONS
-. - - --.--. - --.--' - - - - --. -
10/1/01 DODDS ENGINEERS, INC .. PAGEl
-------------------
10/1/01 Core Design, Inc .. PAGE 1
--- - ----.-------- --.-
10/1/01 DODDS ENGINEERS, INC. PAGE 1
----.---- -- ----- - ---
10/1/01 DODDS ENGINEERS, INC. PAGEl
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5. EROSION/SEDIMENTATION ANALYSIS AND DESIGN:
The intent of this erosion and sedimentation control plan is to minimize erosion and the
transport of construction related sediments off-site.
The following ESC measures are incorporated into the Erosion Control design:
1. Clearing Limits: Clearing limits have been delineated on sheet C2.01 of the clearing
and grading plans. The clearing limits extend only to those areas that will be
disturbed during construction of the subject project. In general, clearing limits
extend around the subject property.
2. Cover Measures: The temporary erosion and sedimentation control notes listed on
sheet C2.31 specify specific times at which temporary and permanent cover measures
will be installed.
3. Perimeter Protection: Per sheet C2.01, silt fence will be used for perimeter protection.
Silt fence will be installed along the perimeters of those areas that will be receiving
silt-laden runoff.
4. Traffic Area Stabilization: A construction entrance will be installed at the entrance to
the project site. See sheets C2.01 and C2.31 for location of construction entrance
and detail.
5. Sediment Retention: The detention/water quality vault will be used for sediment
retention. Sediment retention will be designed per the 1990 KCSWDM
Sediment Pond Calculations
The runoff tributary to the sediment pond was calculated using WaterWorks
hydrology software utilizing SBUH methodology. The soils on site consist of
Arents, Everett material (An) and Gravel Pit according to the King County Soil
Survey. See Section 2 of this report. According to the geotechnical consultant, the
site has a large amount of fill atop the existing infiltrating soils. The site will
therefore be considered to have pervious soils exhibiting characteristics of Type C
soils.
The precipitation rates used for this analysis are as follows:
2-year, 24-hour storm ~ 2.00 in. -used for sediment pond sizing
2-year, 24-hour storm ~ 2.90 in. -used for riser sizing
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During the erosion control phase of the project, the site will be entirely cleared and
will therefore be modeled as bare ground. The following information was used to
create the runoffhydrograph from Waterworks:
EROSION CONTROL PHASE
GROUND COVER
Bare Ground
Time of concentration
The resulting hydro graphs are:
2yr = 1.33 cfs
10yr = 2.65 cfs
Surface Area:
SA = 2080 sf/cfs * Q2
Q2 = 1.33 cfs
Total Area = 7.6 acres
AREA(acre)
7.6
Assumed
SA = 2080 sf/cfs * 1.33 cfs = 2,766.4 SF
CN
87
10.00 min.
The designed sediment pond is 78' x 36' at the standpipe overflow elevation
SA = 2,808 SF> 2,766 SF => OK
Pond Geometry:
2: 1 interior side slopes
3.5' depth
The top of the sediment storage is EL 307.5. The elevatiorlofthe top of the
standpipe is EL 311.0 (3.5 feet of depth). The bottom of the pond is 306.5 (1 foot of
sediment storage).
• Riser Pipe
Design Flow = QIO = 2.65 cfs
The flow capacity for an 18" diameter riser with 1 foot of head is approx
8.5cfs»2.65 required.
• Emergency Overflow Spillway
Design Flow = QIOO = 4.23 cfs ; H = 0.4'
L = (QlOo/3.21H312))-(2.4H2) = (4.23/0.812) -(0 .. 384) = 4.82
The overflow spillway shown on the plans is 6 feet wide>4.8 required.
• Dewatering Orifice:
Orifice area = As(2h)0.5/(l0.6)(3600)Tgo.5
= (2,808)(2)(3.5)°·5/(10.6)(3600)(24)(32.2)°·5
= 0.00202 sf
Orifice diameter = 24(orifice arealn)0.5
= 24(0.00202In)0.5
= 0.609 inch. USE 1 inch min.
Return Address:
City Clerk's Office
City of Renton
1055 South Grady Way
Renton, W A 98055
\ ,
LUff -0 </-/06
I U 11111111
00449 33.ee
EXCISE TAX NOT REQUIRED
~~t:1~ .DI!I4Y
BILL OF SALE I Property Tax Parcel Number: /" 23o.sz{o, 2-
Project File #: L£f4 .fJL(. lOS-I Street Intersection: I Address: .2.92., tJ£' 3".A~
Reference Number(s) of Documents assigned or released: Additional reference numbers are on page __ .
Grantor(s): Grantee(s):
1. 61~y RhMll-i, lLc:.... 1. City of Renton, a Municipal Corporation
2.
The Grantor, as named above, for, and in consideration of mutual benefits, hereby grants, bargains, sells and delivers to
the Grantee, as named above, the following described personal property:
WATER SYSTEM: J~en~ Size ~
L.F. of t..o .. ]I Water Main
L.F. of .. Water Main
L.F. of .. Water Main
'2-each of /D .. Gate Valves
each of .. Gate Valves
2-each of Fire Hydrant Assemblies
SANITARY SEWER SYSTEM: ~ Size ~ -L.F. of .. Sewer Main
/ L.F. of .. Sewer Main
/ L.F. of " Sewer Main
/ each of " Diameter Manholes
/ each of .. Diameter Manholes
I each of " Diameter Manholes
STORM DRAINAGE SYSTEM: ~ Size ~ -L.F. of " Storm Line
L.F. of .. Storm Line
L.F. of .. Storm Line
each of .. Storm Inlet/Outlet
each of .. Storm Catch Basin
each of .. Manhole
STREET IMPROVEMENTS: (Including Curb, Gutter, Sidewalk, Asphalt Pavement)
Curb, Gutter, Sidewalk ,IY L.F .
Asphalt Pavement: .RiY SY or L.F. of Width
STREET LIGHTING: ..y
# of Poles
By this conveyance, Grantor will warrant and defend the sale hereby made unto the Grantee against all and every person
or persons, whomsoever, lawfully claiming or to claim the same. This conveyance shall bind the heirs, executors,
administrators and assigns forever. {lhnc. OL?t:;
H:\FILE.SYS\FRM\84HNDOUl\BILLSALE.DOC\MAB Page I
'-----------------,
Notary Seal must be within box
Notary Seal must be within box
Notary Seal must be within box
I I
Form 84 OOO\lbh
ereunto set my hand and seal the day and year as written below.
INDIVIDUAL FORM OF ACKNOWLEDGMENT
STATE OF WASHINGTON ) SS
COUNTY OF KING ' )
I certify that I know or have satisfactory evidence that __ -------
---,-_--:--:--...,..,._--,-______ ....,... ___ signed this instrument and
acknowledged it to be hislher/their free and voluntary act for the uses and purposes
mentioned in the instrument
Notary Public in and for the State of Washington
Notary (Print), _____________ _
My appointment expires: __________ ~--
Dated: '
REPRESENTATIVE FORM OF ACKNOWLEDGMENT
STATE OF WASHINGTON ) SS
COUNlY OF KING' )
CORPORATE FORM OF ACKNOWLEDGMENT
STATE OF WASHINGTON ) SS
COUNlY OF KING 1 )
Rlc~ •
On this ___ day of _____ , 19 __ , before me personally appeared
to me known to ~------~----~------~~-be of the corporation that
executed the within instrument, and acknowledge the said instrument to be the free
and voluntary act and deed of said corporation, for the uses and purposes thereiri
mentioned. and each on oath stated that he/she was authorized to execute said
instrument and that the:seal affixed is the corporate seal of said corporation.
I'
Notary Public in and for the State of Washington
Notary (Print)_--'-___________ _
My appointment expires:, ____________ _
Dated:
Page 2
~ . " .
Return Address:
City Clerk's Office
City of Renton
1055 South Grady Way
Renton, W A 98055-3232
Title: WATER EASEMENT
Project File #:
Reference Number(s) of Documents assigned or
Grantor(s):
1. GilroyFamily, L.L.C.
r L l-{A -a i..f-I o~
. II 11111 11111 II
01 000448 CITY OF RENTON EAS 36.00 PAGE001 OF 005----.. . 10/18/Z005 11:04 KING COUNTY, lolA
Property Tax Parcel Number: 1623059062 & 1623059144
Street Intersection or Project Name:
released: Additional reference numbers are on pages __
Grantee(s):
1. City of Renton, a Municipal Corporation
The Grantor, as named above, for or and in consideration of mutual benefits, hereby grants, bargains, sells and delivers to
the above named Grantee, the following described personal property now located at: Additional legal is on page 4 & 5
of document (Abbreviated legal description MUST go here).
LEGAL DESCRIPTION:
A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY OF RENTON, KING COUNTY,
WASHINGTON.
99121 L13 utility.doc Page 1
. . . .
That said Grantor(s), for and in consideration of mutual benefits, do by these presents, grant, bargain, sell,
convey, and warrants unto the said Grantee, its successors and assigns, an easement for a public water line, with
necessary appurtenances over, under, through, across and upon the foilowing described property (the right-of-
way) in King County, Washington, more particularly described on page 1. (or if full legal is not on page 1 -
Exhibit A.) .
For the purpose of construction, reconstructing, installing, repairing, replacing, enlarging, operating and
maintaining a water pipeline, together with the right of ingress and egress thereto without prior institution of any
suit or proceedings of law and without incurring any legal obligation or liability therefore. Following the initial
construction of its facilities, Grantee may from time to time construct such additional facilities as it may require.
This easement is granted subject to the following items and conditions:
1. The Grantee shall, upon completion of any work within the' property covered by the easement, restore
the surface of the easement, and any private improvements disturbed or destroyed during execution of
the work, as nearly as practicable to the condition they were in immediately before commencement of
the work or entry by the Grantee.
2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere
with the easement rights granted to the Grantee.
a. Erect or maintain any buildings or structures wit4Ut the easement; or
b. Plant trees, shrubs or vegetation having deep root patterns which may cause damage to or
interfere with the utilities to be placed within the easement by the Grantee; or
c. Develop, landscape, or beautify the easement area in any way which would unreasonably
increase the costs to the Grantee of restoring the easement area and any private improvements
therein.
d. Dig, tunnel or perform other forms of construction activities on the property which would
disturb the compaction or unearth Grantee's fac,llities on the right-of-way, or endanger the
lateral support facilities.
e. Blast within fifteen (15) feet of the right-of-way.
This easement shall run with the land described herein, and shall;be binding upon the parties, their heirs,
successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties
and that they have a good and lawful right to execute this agreement.
By this conveyance, Grantor will warrant and defend the sale hereby made unto the Grantee against all and
every person or persons, whomsoever, lawfully claiming or to claim the same. This conveyance shall bind the
heirs, executors, administrators and assigns forever. '
~9121Ll3 utility.doc Page 2
..
IN WITNESS WHEREOF, said Grantor has caused this instrument to be executed this )/,1 day of ACt-lL-20~ ~ .
Aooroved and Acceoted Bv:
CORPORATE FORM OF
ACKNOWLEDGMENT
Notary Seal must be within box
STATE OF WASHINGTON ) SS
COUNTY OF KING )
I certify that I know or have satisfactory evidence that _______ _
jl-(..} i -t:l';:.
99121L13 utility.doc Page 3
CORE DESIGN, INC.
BELLEVUE WA 98007
EXHIBIT "A"
LEGAL DESCRIPTION
(Must be stamped by a P.E. or L.S.)
Core Project No: 99121
3/17/05
Legal Description -Water Easement
A strip of land, 15.00 feet in width over a portion of the northwest quarter of the northwest
quarter of Section 16, Township 23 North, Range 5 East, W.M., in the City of Renton, King
County, Washington, said strip having 7.50 feet on eac,h side of the following described
centerline: .
Commencing at the southwest corner of Lot 4, City of Renton Short Plat Number LUA-02-
065-SHPL, recorded under Recording No. 20021217900004, records of said County; thence
S89°06'38"E, along the south line of said Lot 4, a distance of 50.03 feet to the centerline of
City of Renton Water Easement recorded under Recording No. 20021217002197, records of
said County; thence the following two courses and distances along said centerline; thence
NOoo53'22"E 51.53 feet; thence S88°53'33"E 42.24 feet; thence N01°15'58"E 7.50 feet to a
point on the northerly sideline of said City of Renton Water Easement and the POINT OF
BEGINNING of the herein described centerline; thence continuing N01°15'58"E 169.72 feet
to Point "A"; thence continuing N01°15'58"E 167.06 feet to a point on the northerly sideline
of said City of Renton Water Easement.
Together with a strip of land 10.00 feet in width overthat portion of said Section 16, said strip
having 5.00 feet on each side of the following descri.bed centerline:
Beginning at Point "A"; thence N88°58'48"W 25.22 feet to the terminus of said centerline.
The sidelines of the above described strip of land shall be lengthened or shortened, as
required, to intersect at all interior angle points and the sidelines of said City of Renton
Water Easement. 0 /2 0
99121Ll3 utility.doc Page 4
" .
CITY OF RENTON
CURRENT PLANNING DIVISION
AFFIDAVIT OF SERVICE BY MAILING
On the 12th day of October, 2004, I deposited in the mails of the United States, a sealed envelope
containing Administrative Land Use Action Report & Decision documents. This information was
sent to:
Patrick Gilroy ContacVApplicant
Gilroy Family, LLC Owner
Mark Johnson Party of Record
COUNTY OF KING
(Signature of ..... cnlncr)~L~~~~~~~~~~~=-___ ----='C~~~~.
-~~"""", .: ~ ,'~S'ON ee,;', .: ~',:~", "",.()', ... ~ .. ~. ~"
: 00;: :'~ _,OTAR" ~\ , :o'~ Ul~ ~: C!P'.41JI : .-~ : PUB\ \0 : ~ : I certify that I know or have satisfactory evidence that Stacy Tucker \ tP..,>.\. ~ ./.~ f
signed this instrument and acknowledged it to be his/her/their free and ~9,~talY.~p.1~~_fTuses and
purposes mentioned in the instrument. "'",OF WA.S~ ......... -..
\\\\.\.'.,."\." ....
Dated: /I! ~11(} t./
SS
STATE OF WASHINGTON
e of Washington
Notary (print): ____ ~~~":'_~:~7i_0'H:~~~' ;;~m;}~::::;}~~i"r!~':'l:I;FF~i-IJr~;,,"l"""r.;r!v;-;:I1N"I( _________ _
My appointment expires: . . '~;J V-.::...,..:),
Stor-House Self-Storage, Phase II
LUA04-105, SA-A
j/Io. .: ~ •
I
LOT 3 I
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-~ I II' , I l4..r--~------(.J-J
II II I ~ CITY OF RENTON
WA TER EASEMENT REC. I I NO. 20021217002197
I I
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ItO I I~I I
-j n b~~:· CITY OF RENTON
: /1 WATER EASEMENT
NSS-5S' 4S"W I I I
25.22 ~ ,yPOINT "A"
. ~I -, .wl
5' I IX) LOT 4
10' CITY OF I ~I
RENTON WATER I 1;:1 CITY OF RENTON SHORT PLAT
EASEMENT ~I NO. LUA-02-065-SHPL,
I I REC. NO. 20021217900004
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SCALE: 1--50 I I ? 215 510 III
• I , 1,1~P08
CITY OF RENTON
WATER EASEMENT REC.
NO. 20021217002197
LOT 3
r ---..lJ ... ~--47.74 ',')-7.50----------:...... f-----I NBB'53 33lrW
I r-------__________ ~~
W I I ---_ I~ :ril I I"') • I~ 101
I~ I
,-50.03 ,., I
~ N89"OS'38·W
SW.
CORNER
LOT 4
STOR-HOUSE PHASE 2
WATER EASEMENT
EXHIBIT
PAGE
10F1 U ,4711><£_" __ '0'
'-~ Bellevue, WashIngton 98007
\.::: "" DESIGN 425.885.7877 Fax 425,885.7963
ENGINEERING, PLANNING, SURVEYING
.JOB NO. 99:1.2:1.
i-.J
'.'
CITY OF RENTON
PLANNING / BUILDING / PUBLIC WORKS
MEMORANDUM
Date: November 16, 2004
To: City Clerk's Office
From: Stacy M. Tucker
Subject: Land Use File Closeout
Please complete the following information to facilitate project closeout and indexing by the City
Clerk's Office
Project Name: Stor-House Self Storage Phase 2
LUA (file) Number: LUA-04-105, SA-A
Cross-References:
AKA's:
Project Manager: Nancy Weil
Acceptance Date: September 13, 2004
Applicant: Patrick Gilroy
Owner: Gilroy Family LLC
Contact: Patrick Gilroy
PID Number: 1623059062
ERC Decision Date:
ERC Appeal Date:
Administrative Approval: October 15, 2004
Appeal Period Ends: October 29, 2004
Public Hearing Date:
Date Appealed to HEX:
By Whom:
HEX Decision: Date:
Date Appealed to Council:
By Whom:
Council Decision: Date:
Mylar Recording Number:
Project Description: The applicant is proposing Phase II of a self-storage facility located at 2815
NE 3rd Street. The overall site is 7.7 acres, Phase I encompassed 3.5 acres and was approved
under LUA -01-047, SA-A, ECF which inluded environmental (SEPA) review for the overall site.
Phase II will be 2.08 acres with aproximately 37,860 square feet of buildings and requires
administrative site plan review.
Location: 2815 NE 3rd Street
Comments:
Gilroy Family LLC
9633 NE 30th Place
Bellevue, WA 98004
tel: 425-747-1726
(owner)
PARTIES OF RECORD
STOR-HOUSE SELF STORAGE 2
LUA04-105, SA-A
Patrick Gilroy
Northward
1560 140th Ave NE ste: #100
Bellevue, WA 98005
tel: 425-747-1726
(applicant / contact)
Mark Johnson
316 Renton Avenue 5
Renton, WA 98055
(party of record)
(Page 1 of 1)
CITY' FRENTON
PlanningIBuildinglPubljcWorks Department:
. Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Adniinistrator·
. .
'. November 1 ,2004
Patrick Gilroy
. Northward' .
. 1560 .140th Ave N E ste:#100
Bellevue; W A . 98005
SUBJECT: . , Stor-House Self 'Storage Phase 2'
'LUA04-105,SA~A.· ' ..
. .
Dear Mr. Gilroy ,
-'-,"
This letter is to inform you that the appeal·p.eriod ,has ended for the Administrative Site Plan
Approval for the above-referenced project. " . : ", : ".
. . No appeals were filed on theAdmirifst~a~i;"~'$:it~PIahapproval.
. .. '~
This decision is final and aPRlicat.iori:fOrthe~~pro~ii~feIY 'r~qLJir~d{~ermits may proceed~ The
. applicant must comply with aiL Site PICin Conditionsof:ApproyaL .. ' .•.• ' .
Sincerely; .
Q-~wj)·
Nancy 'Neil
Associate Planner .
. cc: 'Gilroy Family LLC / Owner
Mark Johnson I Party of ReCord
.~.
------1-0~55-S:-· o-u:-th-G-r~ad-y-W;-a-y---R-'-e-nt-o-n,-W;-a-sh-i-'-ng-to-n-. """98-0-5-5 -. ----'-----~. * This paper contains 50% recycled material, 30% p~st consumer' AHEAD OFTHE cliRVE
From:
To:
Date:
Subject:
Mr Gilroy
Nancy Weil
"Patrick Gilroy" <patrick@northward.com>
10/26/200411 :50:12 AM
Stor-house Self Storage lighting
I received the lighting specs you provided for LUA-04-105, Phase II of the Stor-house Self Storage site
plan review. I have reviewed the lighting fixture and location plan showing the fixtures attached the
buildings. The proposed lighting does not appear to create any spillover lighting to adjacent properties.
The submitted lighting plan is acceptable to meet the site plan condition. Thank you and let me know if
you have any questions.
Nancy Weil
Associate Planner
City of Renton Development Services
425-430-7270
nweil@ci.renton.wa.us
-'. f· ,.,
October 18,2004
Nancy Weil
Planner, Development Services Division
City of Renton
1055 S Grady Way
Renton, W A 98055
Gilroy f-11 amily, LLC
9633 NE 30th Place
Bellevue, W A 98004
Re: STOR-HOUSE SELF STORAGE PHASE II SITE PLAN APPROVAL
LUA-04-105, SA-A
Dear Nancy:
Per the conditions of the above-mentioned site plan approval, please find attached the proposed
lighting plan for Stor-House Self Storage Phase II.
Pleas let us know if this meets with your approval. I may be reached at (425) 747-1726, ext.
102.
Thank you for your prompt attention to this matter.
Sincerely,
GILROY FAMILY, L.L.C.
R eTCOERfvE D
OCT 1 il tLltJ~
8U1LDINGDIVISION
..• ,_I. .,' ,-
SWP SERIES tNALL PACK·
The rugged SWP Series wall pack is the perfect
solution for compact. reliable illumination. Its low
profile provides unobtrusive. yet functional
perimeter lighting around parking garages. retail
buildings. restaurants. and service areas. Our
variety of standard. in-stock color options allow
this industry standard luminaire to become an
aesthetic design element that will complement
any building decor.
Fuxture Specifications
FEATURES
• Rugged die cast aluminum
housing finished in weatherprooF
powder-coat paint
• Hinged door frame for easy lamp
replacement
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ORDERING INFORMATION
SAMPLE CATALOG NUMBER
SWP
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xxxxx
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Wattage!Source
xx I
Finish
• UL listed for wet locations
• In stock; immediate availability in a
variety of colors
MT
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Accessories
=S~W~P __ ~W~a~II~Pa~c~k _____________ (DB) Dark Bronze
Black BK
trl!Lr1Jizm£wmr.rnjYfa:·;L~JfI,",';b:r'f~r::· ;\:":1 WH White C 70MHi 70 watt metal halide (small) AD Almond
100MH 100 watt metal halide (small) PL Platinum
175MH 175 watt metal halide (small)
250MH 250 watt metal halide (large)
IcOOMH 400 watt metal halide (large) MT Multi-Tap 120/208/240/277V
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SWP (SMALL) 9.0' 7.25" 13.0"
SWP (LARGE) 9.0" 13.0" 17.0"
70HPS 70 watt high pressure sodium (small)
100HPS 100 watt high pressure sodium (small)
150HPS 150 watt high pressure sodium (small)
250HPS 250 watt high pressure sodium (large)
IcOOHPS 400 watt high pressure sodium (large)
ll:J;mf'fi'.'inii·~~':'~:.-;;;:;d~r:<"i~!t:~~·:;;tJ;l
WG·S Wire Guard (small)'
WG·L Wire Guard (large)'
PS·S Polycarbonate Shield (small)'
PS·L Polycarbonate Shield ( large)'
PC Photocontrol (must specify voltage)
1 Consult foctory for other lamp wottages and sources.
2 Consult factory for other available fin/shes.
3 WG accessory cannot be ordered with PS accessory. The fixture
wil only accommodate one or the other.
A HUBBELL LIGHTING, INC. COMPANY
Performance Designed Lighting Products www.securitylightlngsystems.com
lOBS Johnson Drive· Buffalo Grove. IL 600B9 • TOLL-FREE: BOO-SLrLr-LrBLrB • PHONE: BLr7-279-0627 • FAX: BLr7-279-06Lr2
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CITY )F RENTON
PlannitigtBuilding./PQblic Works Departmerit
. . Gregg Zimnieriniui P .E.,Administrator . Kathy Keolker-Wbeeler, Mayor
October 15,2004'
· Pa:tri~kOiltoy
. Northward
1560 140tJ.t AvenueNE, #100
· Bellevue,. WA 98005
Subject .' Stot-HoliSe Self Storage, Phase II .. '
LUA~04-105,SA-A '
. Dear Mr;.Gilroy:
.·In receipt of your letterq.ated OCtober 15, 2Q04,regarding the reconsideration of c()ndition 1 (as
· stated belbw) of appr6val for Admihistrativ~SittPhulLUA-04~105, Stor-HouseSelf Storage,'
'. Phase II staff has the following cO.l1clusian; . . . , .. ".
Condition'I: Theap;UcaritShallbe reqiiiredtosubmit detat,s of an 8-foothigh solid .. '
woodprivacyfence,ib., be' ic/calix! to th.e rear of the·storagestl;Jfcturesaiong the '.,
perimeter of the W,~st, ~q1f!hdndf~astpr;oRe10ty.Ji~es, Th~ fence ~etails and plan shall be
submitted prior.to.:th~ issuahce ofthe)iuildifrgp~fmit and subject to the review and
dpproval of the Dpveloprrientqerv~q~~D{vtsi.Ofi::;:' . '.' .' . .
.',
Aftf<r reviewing the approved LUA~O 1-Q4 7',S~;ECF{Qr A~gisSelf St()rage and. th~: associated' '
documentsfot the initial development of the 'site, the fencing requiremyht was part of that . .:.
application-. and proposed plaI)s.·Pwtlier discussion regardirrg,the . fencing of the site was irtc1uded
. in the DevelopInent Agr~emdh~ .dafea~eptem"ber 14; 2000 : Therefor¥; staff agrees the condition
.. '. '. requIring fenCing; as part ofPha'seIIds not'withiriihes.cop¢ offeYiewfor thequIT~ht site plan request. . .' . , .' . "', "'/ "
•• 't • ."·
· A RevisedSitePla:ilRep~rt has been reviewed andap~rovl:':c:l With the condition noted above
elitp.inated fromthe deCision:.; .., .'. . '.
Th'e Hmd ·use 'decisiohl4-day appeal period h;is bee~~revised toC()iIlcide with the revised
approval date. IfyoQhaveany further concerns, ,please contact NancyWeilat 425A30-7270 .
. ' '. Respectfulz:; I j;{ ... ' ..... ' .
.... . '~~\pt))H~tor Nei 1~1i5
. " NeilWatts . . .
'Development Services' Director
Cc: "GilroyFamily, LLC .
Mark Johnson .
--~----~--~lO~5~5~S-ou~ili~G~ra~dy~W.~ay~~~R~e-n~to~n,~w.~a-s~hi~n~gt-on~9~80~5~5----------~· ~ * This pa~ercontains 501'0 recy~ material. 300/0 post consumer AHEAD· OF THE CURVE
REPORT
&
DECISION
REPORT DATE:
Project Name:
Owner:
Applicant/Contact:
File Number:
Project Manager:
Project Description:
Project Location:
Exist. Bldg. Area:
Site Area:
Project Location Map
City of Renton
Department of Planning / Building / Public Works
REVISED
ADMINISTRA TIVE LAND USE ACTION
October 15, 2004
Stor-House Self Storage, Phase II
Gilroy Famil~, LLC
9633 NE 30 Place
Bellevue, WA 98004
Patrick Gilroy
Northward
1560 140th Avenue NE, #100
Bellevue, WA 98005
LUA-04-105, SA-A
NancyWeil
The applicant is proposing Phase II development of a self-storage facility. The
residual 2.1 acres of the original 7.7-acre site located on NE 3rd Street will consist of 7
new storage structures with approximately 37,860 square feet. The proposed
buildings are approximately 13 to 16 feet in height with a square footage range from
3,280 sq. ft. to 6,750 sq. ft. The site is zoned Industrial Light (IL). The land use action
(LUA-01-047) previously approved, proposed the use and phased site development,
which included Environmental Review (SEPA) approval. Therefore the applicant is
seeking Administrative Site Plan Review for Phase II.
2829 NE 3rd Street
70,493 sq ft in Phase I Proposed New Bldg. Area:
90,801 sq ft /2.1 acres Total Building Area SF:
Phase II area
335,529 sq ftl7.7 acres
Total area
37,860 sq ft in Phase II
108,353 sq ft for Phase
I and II
SA-A RPT
City of Renton PIBIPW Depariment Adm' 'rative Site Plan Approval Staff Repori
STOR-HOUSE SELF STORAGE, PHAS~ LUA-04-105, SA-A
REVISED REPORT OCTOBER 15, 2004 Page 2 of 8
T ONE: PROJECT DESCRIPTION/BACKGROUND
The applicant has requested Administrative Site Plan Review for Phase II of a self-storage development,
originally known as the Aegis Self-Storage and Office Facility (LUA-01-047, SA-A, ECF), located at 2829 NE
3rd Street in the Renton Highlands, midway between the NE 3rd Street/Edmonds Avenue NE and NE 4th
Street/Monroe Avenue NE arterial intersections. The total site is approximately 7.7 acres, the Phase II portion
is 2.08-acres in size.
The land has been used as a gravel quarry and landfill in the past, but was otherwise undeveloped. The initial
phase was approved for ten buildings, total of 70,493 square feet of space. The site plan (LUA-01-04, SA-A,
ECF) included review and approval for grading, storm water, and landscaping for the development of the entire
site. A Development Agreement was established between the City of Renton and property owner on
September 14, 2000.
The initial review showed the land sloped very gradually at about 4% to 6% across most of the site from east
from west. The south and west sides, however, have steeper slopes. A 10-foot setback from the top of slopes
greater than 25 percent is a requirement of the previous site plan approval (LUA-01-047, SA-A, ECF). The site
is within Aquifer Protection Area Zone 2. There are no environmentally critical areas onsite.
Earth Consultants, Inc. (ECI) has updated their original geotechnical engineering study in a letter dated August
31,2004 for Phase II. Based on ECI's site observations during the grading of the site, they affirmed their
recommendations in the Geotechnical Engineering Study E-8307-3, dated September 7,1999; Infiltration
Testing and Slope Recommendations E-8307-4, dated May 25,2001; and Final Report -Grading and Erosion
Control E-8307 -5, dated November 12, 2001.
The existing uses north of the property consist of a mix of primarily residential uses (single and multi-family)
and a limited amount of industrial and commercial uses (primarily along NE 4th Street). The Renton Technical
College is located across NE 3rd Street northeast from the property. To the west and south is zoned
Residential-1 0, developed as Liberty Ridge subdivision. Zoning to the north is Multi-family-Infill, and Light
Industrial with a P-suffix (publicly owned and west includes, Residential property) to the east (see Exhibit 11).
Phase II site is 90,801 square feet in area and is proposed to consist of 7 self-storage buildings with a total
square footage of 37,860. The individual buildings will range in size from 3,280 to 6,750 square feet (see
Exhibit 2). All of the proposed buildings are one-story ranging in height from 8ft 8 inches to 13 feet 3 inches.
Buildings Q, Rand S abut the landscaping along the west and south property lines. The west facades of these
buildings reflect the articulation and visual character required by the Development Agreement. The design
criterion applies only to those portions of the buildings, which are visible when traveling westbound on NE 3rd
Street. Buildings L, M, N, and P are internal to the site and not visible from the street. It is anticipated that
construction of Phase II would commence during the fall of 2004.
PART TWO: ADMINISTRATIVE LAND USE ACTION -REPORT & DECISION
This decision on the administrative land use action is made concurrently with the environmental
determination.
A. Type of Land Use Action
XX Site Plan Review Shoreline Substantial Develo ment Permit
Conditional Use Binding Site Plan
Special Permit for Grade & Fill Administrative Code Determination
B. Exhibits
The following exhibits were entered into the record:
Exhibit NO.1: Project (yellow) file containing: application, proof of posting and publication, environmental
review and other documentation pertinent to this request.
Exhibit No.2: Drawing No. A1, Site Plan (Dated 7/20104)
Exhibit NO.3: Drawing No. A2, Floor Plan and Elevations, Building "L" (Dated 7/20104)
Exhibit No.4: Drawing No. A3, Floor Plan and Elevations, Building "M" (Dated 7/20104)
Exhibit NO.5: Drawing No. A4, Floor Plan and Elevations, Building "N" (Dated 7/20104)
Exhibit NO.6: Drawing No. A5, Floor Plan and Elevations, Building "P" (Dated 7/20104)
Exhibit No.7: Drawing No. A6, Floor Plan and Elevations, Building "Qn (Dated 7/20104)
SA-A RPT
City of Renton PIBIPW Department Adm'
STOR-HOUSE SELF STORAGE, PHAS~
'ralive Site Plan Approval Staff Report
i LUA-04-105, SA-A
REVISED REPORT OCTOBER 15. 2004 Page 3 of 8
Exhibit NO.8:
Exhibit NO.9:
Exhibit No.1 0:
Exhibit No. 11:
Drawing No. A7-7.5, Floor Plan and Elevations, Building uR" (Dated 7/20104)
Drawing No. A8, Floor Plan and Elevations, Building "S" (Dated 7/20104)
Drawing No. L 1.0 and L 1.1, Landscape Plan (Dated 8/13/02 Revised 9/25/02)
Page F5W of the City of Renton Zoning Map Book
C. Consistency with Site Plan Criteria
In reviewing the proposal with respect to the Site Plan Approval Criteria set forth in Section 4-9-200 of the Site
Plan Ordinance, the following issues have been identified by City Departmental Reviewers and Divisional
Reviewers:
1. Conformance with the comprehensive plan, its elements and policies;
Comprehensive Plan, Its Elements and Policies
The subject site is designated Employment Area -Industrial (EAI) on the City's
Comprehensive Plan Land Use Map and zoned Industrial Light (IL). The EAI designation is
intended to promote the development of light industries in suitable locations. The proposed
self-storage facility is consistent with the following EAI policy:
• Policy LU-16S: Light industrial uses should not create noxious conditions such as
noise, odors, or traffic, which could detract from the proposed office uses allowed in
this category.
The original site plan (LUA-01-047) was approved for a mix of office and self-storage
uses. The proposed storage facility was determined compatible with the proposed
office use and surrounding uses.
• Policy LU-196: A mix of offices, light industrial warehousing and manufacturing
should be encouraged as the secondary uses in the Employment Area -Industrial
classification with conditions as appropriate.
The Phase II for the self-storage facility, which is a permitted use in light industrial
zone, includes 7 self-storage structures. The initial land use approval for the phased
self-storage facility and office mix use development was approved in LUA-01-047.
• Policy LU-210: Industrial uses should provide adequate buffers for less intensive,
adjacent uses, e.g. setbacks, fencing, intensive landscaping.
Required in the initial phase LUA -01-047 was perimeter landscaping and 6-foot high
wood fence along the west property line. Phase II has a 55-foot setback proposed
along the west property line due to the slope.
As proposed, the site layout and the proposed use generally comply with the policies and the intent of the
Comprehensive Plan.
2. Conformance with existing land use regulations;
The site is located within the Industrial Light (IL) zoning designation. The purpose of the IL zone is to provide
areas for low-intensity manufacturing, industrial services, distribution and storage. The IL uses are generally
contained within buildings. Material and lor equipment used in production are not stored outside. Activities in
this zone do not generate external emissions such as smoke, odor, noise, vibrations or other nuisances
outside the building.
Lot Coverage -The IL zone allows a maximum building coverage of 65% of total lot area. The proposed
buildings would generate a building lot coverage of 42% (37,860 building footprint I 90,801 lot area = 42%,
which is below the maximum allowed.
The applicant proposes development of Phase II of a previously approved self-storage facility. In general, the
proposal is consistent with the range of uses permitted in the IL zoning designation.
On September 14, 2000, the City of Renton entered into agreement with the owners (T and E Investment, Inc.)
and potential future owners (Aegis Capital International) of the property proposed for development herein. The
Development Agreement ("Agreement") outlined the parameters for development of the proposed property into
a self-storage and office facility. The requirements of the IL Zone at the time of the Agreement apply to the
project with the following exceptions:
SA-ARPT
City of Renton PIBIPW Department Admi 'ative Site Plan Approval Staff Report
STOR-HOUSE SELF STORAGE, PHASL LUA-04-105, SA-A
REVISED REPORT OCTOBER 15, 2004 Page 4 of 8
Setbacks: Setbacks shall follow the requirements of the IL Zone, except that the minimum setback from the
top of slopes (as defined by the 25% slope boundary line) along site boundaries adjacent to residential zones
shall be 10 feet. Slopes may be measured following approved grading on site.
Although the existing buildings along the east properly boundary are within 10 feet of the toe of slopes greater
than 25%, the proposed site plan indicates all buildings will be set back more than 10 feet from the fQQ of
slopes along the west properly boundary. As shown on the proposed site plan (Exhibit No.2), the end of
existing Building K abuts the west side of the site and is setback 10 feet from the top of slope. The proposed
Buildings Q and R of Phase II are shown to be 10 feet or greater from the top of the slope, as is the end of
proposed Building S at the southwest area of the site. The proposed site plan shows a side setback of 55 feet
to the west boundary line and a 10-foot rear setback to the south boundary line. The north and east sides of
the Phase II area are internal to the site.
Height: Self-storage structures shall be limited to a maximum height of 2 stories or 30 feet.
Self-storage Buildings are proposed to be approximately 8 to 13 feet in height.
Special Requirements:
No chain-link or other metallic fencing shall be visible from the adjacent residential zoned properties to the
south and west.
The site plan (Exhibit No.2) for Phase /I shows a black vinyl chain link fence, which is not acceptable under
the previously approved development agreement. In LUA01-047, Aegis Self-Storage and Office Facility,
indicates a 6-foot high wood fence to run along the west properly line, west of the Phase II. The approved
plans and requirements of LUA-01-047 shall be complied with.
The gross floor area of uses on the site shall be limited such that average daily vehicular trips generated shall
not cumulatively exceed 680, as calculated by the 1997 Institute of Transportation Engineers (ITE),Manual.
An analysis of the trips anticipated to be generated by the proposed uses of self-storage and office includes
the following:
Phase I Office 31 ,196 gsf 11.01 trips/1000 gsf 344 trips
Phase I Storage 62,628 gsf 2.5 trips/1 000 gsf 157 trips
Total Phase I 501 trips
The proposed total number of trips that could be generated by Phase /I would be maximum of 179.
Phase II Storage 37,860 gsf 2.5 trips/1000 gsf 179 trips
Parking: Parking would be required on-site at the following ratios:
Type of Use Minimum required Maximum allowed
Self-Service Storage 1 space/3,500 gross floor area same
Applicant is providing 11 parking spaces for Phase II which is the required number, 37,860/3,500 = 10.8.
3, Mitigation of impacts to surrounding properties and uses;
The subject site received approval for a self-storage and office phased development. The site has currently
developed with 10 self-storage structures and site improvements including a stormwater vault and
landscaping. This site plan application is to complete the proposed self-storage phase of the site with 7
structures. The site is to be developed in compliance with the mitigations measures approved July 9, 2001 and
the Development Agreement of LUA-01-047. The applicant shall follow the approved mitigation (SEPA)
measurements and recommendations of the geotechnical studied approved in LUA-01-047.
As required to be installed per approved plans in LUA -01-047, the applicant has provided a 10-foot wide
landscaping strip around the perimeter of the property however the 6-foot high wood fence to run along the
west property line, west of the Phase II are of the project has not been installed.
SA-A RPT
City of Renton PIBIPW Deparlment Adrr trative Site Plan Approval Staff Reporl
STOR-HOUSE SELF STORAGE, PHA~ .1 LUA-04-105, SA-A
REVISED REPORT OCTOBER 15, 2004 Page 5 of 8
4. Mitigation of impacts of the proposed site plan to the site;
Staff does not expect the proposal to adversely impact the site. The entire site has been graded; the
stormwater facility, road improvements and landscaping were installed and 10 storage buildings are
constructed. The construction of Phase II, the final 7 self-storage buildings, is proposed to be consistent with
the current structures. The water and sewer lines are to be extended from Phase I to serve Phase II. The site
improvements required as part of the site plan approval (LUA-01-047) and previous SEPA review met city
development requirements. There are no known significant natural features within the project site, which would
be impacted by the development. All construction activities would be required to utilize best management
practices and adhere to the mitigation measures contained within the environmental SEPA review report,
which would reduce potential construction impacts to the site.
5. Conservation of area-wide property values;
The previous land use application LUA-01-047 approved the plans for a phased industrial and office use. The
site preparation and environmental review was conducted on the entire site. The placement and compliance of
the 7 self-storage structures of Phase II, as proposed in this site plan review, appear to be consistent with the
initial phase and meet development requirements. Phase \I development is well within the projected feasibility
timeline indicating market support for the use.
6. Safety and efficiency of vehicle and pedestrian circulation;
The applicant has proposed to serve the Phase II development of the site through the initial phase allowing
effective circulation of vehicles. The private roads between storage buildings are proposed to be 20 to 34 feet
wide; adequate turning radius for emergency vehicles is provided. A 10-foot wide pedestrian connection links
the parking stalls along the east side of the site to the west side between Buildings Land M, Buildings P and
N, and Buildings Q and R. Access to the facility is from NE 3'd Street.
7. Provision of adequate light and air;
Staff does not anticipate the blockage of light and/or air to the subject site or to the surrounding properties.
As the buildings are proposed to be limited in height (13 to 16 feet), staff does not expect the structures to cast
significant shadows or block normal airflow within the site or on neighboring properties. Lighting along the
drive aisles is proposed to be installed in a manner that directs the lighting down to prevent spillage off site,
however light detail plan was not included for review. To ensure the site lighting will be adequate but not cause
negative impact to the surrounding propertiE;}s, the applicant shall be required to submit a lighting illumination
plan for Phase II. Staff is recommending as a condition of site plan approval that the applicant be required to
submit a lighting illumination plan as part of the building permit review process.
8. Mitigation of noise, odors and other harmful or unhealthy conditions;
As part of the initial review for LUA-01-047, traffic generation created by the phased development was
evaluated. The Phase II of the self-storage facility is anticipated to generate 95 daily trips in addition to the first
phase of self-storage units at 157 daily trips. The use is not expected to cause noise, odors or othJr
detrimental conditions unacceptable to City and State requirements.
Upon project completion, the applicant has proposed to locate a fully enclosed dumpster area near the
northeast corner of the building. As proposed, staff does not expect to the dumpster to create any harmful or
unhealthy conditions.
9. Availability of public services and facilities to accommodate the proposed use; and
The subject site is. adequately served by public services and facilities provided the required mitigation
measures are complied with under the environmental (SEPA) review conducted in LUA-01-047. Mitigation fees
were required for Fire and Traffic services. The site is serviced by a 16-inch water main and a 24-inch sanitary
sewer main in NE 3rd Street. Storm facilities are also located in NE 3rd Street.
10. Prevention of neighborhood deterioration and blight.
The proposed 7 buildings are consistent with the standards of the Development Agreement and the previously
approved structures on the site. The size and height of the buildings as described above are compatible with
the development and surrounding area. To the west and south of the site is an adjoining natural open space
tract of Liberty Ridge subdivision. The west side of the subject site must maintain a 55-foot setback from the
buildings to the property line due to slope. The entire site has a 10-foot wide landscape setback, which adds
additional buffering from adjacent properties. The proposed site layout and use is not expected to cause
negative impact to the neighborhood.
SA-A RPT
City of Renton PIBIPW Department Adrr +rative Site Plan Approval Staff Report
STOR-HOUSE SELF STORAGE, PHA~_ .i LUA-04-105, SA-A
REVISED REPORT OCTOBER 15, 2004 Page 6 of 8
xx Co ies of all Review Comments are contained in the Official File.
Copies of all Review Comments are attached to this report.
D. Findings, Conclusions & Decision
Having reviewed the written record in the matter, the City now enters the following:
1) Request: The Applicant has requested Administrative Site Plan Approval for the Stor-House
Self Storage, Phase II, LUA-04-105, SA-A.
2) Environmental Review: Environmental Review was conducted on July 9,2001 and the appeal
period ended on July 23,2001 as LUA-01-047 SA, ECF. No appeals were filed.
3) Site Plan Review: The applicant's site plan application complies with the requirements for
information necessary for site plan review. The applicant's site plan and other project drawings are entered as
Exhibits No.2 through 10. Site Plan Review for Phase I was previously conducted on July 9, 2001 and the
appeal period ended on July 23,2001 as LUA-01-047 SA, ECF. No appeals were filed.
4) Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan designation
of Employment Area -Industrial, provided all adviSOry notes and conditions of approval are complied with.
5) Zoning: The Site Plan as presented, generally complies with the zoning requirements and
development standards of the Industrial Light (IL) Zoning designation, provided all advisory notes and
conditions of approval are complied with.
6) Development Agreement: A Development Agreement for this site was established between the
City of Renton and the property owner on September 14, 2000. The proposal complies with the Development
Agreement provided all conditions of that agreement are complied with.
7) Existing Land Use: Land uses surrounding the subject site include: North: Residential Multi-
family, Infill Zone (RM-I); apartments, undeveloped land, Washington State Department of Transportation
storage lot of sand and gravel, and a vehicular service station); East: Light Industrial -Public facility Zone (IL-
P), King County Public Health office, King County Parks Department maintenance shop and storage yard,
regional storm water detention facility, King County solid waste transfer station, and undeveloped land; South
and West: Residential~10 Zone (R-10), Open space and landscaping tract of the single-family subdivision of
Liberty Ridge.
E. Conclusions
1) The subject proposal complies with the policies and codes of the City of Renton, provided all advisory
notes and conditions of approval are complied with.
2) The proposal complies with the Comprehensive Plan designation of Employment Area Industrial (EA-
I); and the Zoning designation of Industrial Light (IL), provided all advisory notes and conditions of
approval are complied with.
3) Environmental (SEPA) review was conducted on the site on July 9, 2001 and the appeal period ended
on July 23,2001.
4) The proposal complies with the Development Agreement between the City of Renton and the property
owner approved on September 14, 2000,provided all conditions of tile agreement are complied with.
F. Decision
The Site Plan Review for the Stor-House Self-Storage, File No. LUA-04-105, SA-A, is approved subject
to the following conditions:
1. The applicant shall be required to submit a lighting illumination plan demonstrating adequate lighting is
provided for the parking area and the buildings. The plan shall also demonstrate that the proposed
parking/security lighting will not spill into the public street or neighboring properties. The plan shall be
submitted prior to the issuance of the building permit and subject to the review and approval of the
Development Services Division.
SA-ARPT
City of Renton PIBIPW Department Ad" 'rative Site Plan Approval Staff Report
STOR-HOUSE SELF STORAGE PHA~_.i
REVISED REPORT OCTOBER 15, 2004
EFFECTIVE DATE OF DECISION ON LAND USE ACTION:
SIGNATURE:
Neil Watts, Development Services Director
TRANSMITTED this 15th day of October, 2004 to the owner and contact:
Gilroy Famil~, LLC
9633 NE 30 Place
Bellevue, WA 98004
Patrick Gilroy (Contact)
Northward
1560 140th Avenue NE, #100
Bellevue, WA 98005
TRANSMITTED this 15th day of October, 2004 to the party of record:
Mark Johnson
316 Renton Avenue S
Renton, WA 98055
TRANSMITTED this 15th day of October, 2004 to the following:
Jennifer Henning, Development/Planning
Larry Meckling, Building Official
Stan Engler, Fire Prevention
Kayren Kittrick, Public Works Division
Lawrence J. Warren, City Attorney
South County Journal
LUA-04-105, SA-A
Page 7 of 8
Date
Land Use Decision Appeal Process: Appeals of the land use decision must be filed in writing on or
before 5:00 PM October 29, 2004.
If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the
required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055.
Appeals to the Examiner are governed by City of Renton MuniCipal Code Section 4-8-110. Additional information
regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510.
Advisory Notes to Applicant:
The following notes are supplemental information provided in conjunction with the environmental
determination. Because these notes are provided as information only, they are not subject to the appeal
process for environmental determinations.
Planning
1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless
otherwise approved by the Development Services Division. The Development Services Division reserves the
right to rescind the approved extended haul hours at any time if complaints are received.
2. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate
ground cover over any portion of the site that is graded or cleared of vegetation and where no further
construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic
covering as specified in the current King County Surface Water Management Design Manual as adopted by the
City of Renton may be proposed between the dates of November 1 st and March 31 st of each year. The
Development Services Division's approval of this work is required prior to final inspection and approval of the
permit.
3. Commercial, multi-family, new single-family and other nonresidential construction activities shall be restricted to
the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on
Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (8:00) p.m. No work
shall be permitted on Sundays.
4. Applicant should be aware the Office of Archaeology and Historic Preservation has noted this site to have
potential for archaeological resources. Therefore, it is the responsibility of the applicant to contact the State
office for further information Ste henie Kramer, Assistant State Archaeolo ist at 360-586-3083
SA-A RPT
City of Renton PIBIPW Department Adrr 'rative Site Plan Approval Staff Report
STOR-HOUSE SELF STORAGE, PHA!:'~ .1 LUA-04-105, SA-A
REVISED REPORT OCTOBER 15, 2004 Page 8 of 8
5. The applicant shall comply with the requirements of the Development Agreement with the City of Renton on
September 14, 2000, specifically regarding chain link fencing.
Mitigation Measure LUA-O 1-047
1. The applicant shall follow recommendations as found in the geotechnical reports, "Geotechnical Engineering
Study," by Geotech Consultants, Inc., December 1998; "Geotechnical Engineering Study Update Office
Buildings," by Earth Consultants Inc., February 26, 2001, and "Infiltration Testing and Slope Recommendations
Renton Office and Mini Storage," by Earth Consultants Inc., March 29, 2001.
2. The applicant shall utilize the City of Renton stormwater system, rather than on-site infiltration, should available
evidence indicate potential contamination of the Aquifer Protection Area.
3. The infiltrative surface of the drainage facility shall be located entirely in native soils. The infiltration vault drain
lines and/or sidewall infiltration perforations shall be below the level of fill material previously deposited on the
site. Design of the facility shall not allow discharge water to contact contaminated fill material on the site. The
design shall be reviewed and approved by the City, prior to construction and inspected following construction to
assure that this design parameter is met.
4. The applicant shall pay Transportation Mitigation at the rate of $75.00 per new trip generated by the project.
The fee shall be paid prior to issuance of building permits.
5. The applicant shall pay the Fire Mitigation Fee equal to $0.52 per square foot of new construction. The fee shall
be paid prior to issuance of building permits.
Fire Prevention
1. The preliminary fire flow is 3000 GPM, one hydrant is required within 150 feet of the structures and two additional
hydrants are required within 300 feet of the structures.
2. Separate plans and permits are required for the installation of the fire alarm system if provided. Alarm systems
are highly recommended.
Building
1. Building, Electrical, plumbing and Mechanical permits will be required.
Plan Review -WATER
1. The Water System Development Charges have been paid in full.
2. Preliminary fire flow is 3000 GPM. Derated fire flow available is 3, 500 GPM. Three hydrants are required. One
shall be within 150 feet and two additional with in 300 feet of the buildings. Hydrants will require "Storz" quick
disconnect fittings to be installed. Three new hydrants have been shown on the plans.
3. A water main extension and looping of the system is required to serve the site. Applicant has shown the
extension of a 1O-inch water and a looped system on the utility plan.
Plan Review -SANITARY SEWER
1. The Sewer System Development Charges have been paid in full.
2. The Special Assessment (District #0002) has been paid in full.
3. A sewer main extension is required to serve the site. Applicant has shown the extension on the utility plan.
Plan Review -SURFACE WATER
1. The Surface Water System Development Charges has been paid in full
2. A drainage report has been submitted and reviewed. Applicant submitted TIR approved under Phase I of this
project. The existing onsite detention and water quality facility was sized to accommodate this second phase.
3. Temporary Erosion Control shall be installed and maintained to the satisfaction of the representative of the
. Development Services Division for the duration of the project.
Plan Review -TRANSPORTATION
1 . No additional street improvements are required in the right of way.
SA-ARPT
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OCT-15-2004 FRI 08:58 AM NORTHWARD FAX NO, 425 747 4157 p, 01101
. (~
October 1 S, 2004
VIA FACSIMILE TO:
\
Nancy Weil
Planner -Development Services Division
City of Renton
1055 S Grady Way
Renton, W A 98059
RE:
Dear Nancy:
STOR-HOUSE SELF STORAGE PHASE II SITE PLAN APPROVAL
LUA-04-105, SA-A
Per our phone conversation yesterday regarding the Administrative Decision issued October 12th for
the above-referenced project, I am writing to ask the City to reconsider the first condition of
approval, under Paragraph F, item 1 on page 6. We believe that the condition, which calls for a solid,
8-foot high wood fence around the outside perimeter of the Phase II proposed buildings, is a
misinterpretation ofthe Development Agreement (and its reinterpretation after the design of Phase I).
First of all I would like to call attention to the fact that, except for the development agreement, which
stipulates no "metallic or chain-link fencing shall be visible from adjacent residential-zoned
properties," no part ofthe public record has conditioned the project to install fencing of any kind. It
was not a condition ofSEPA, nor the Phase I site plan approval or the Minor Modification thereto.
The notion of fencing was, however, contemplated in the staff report to the Council, dated May 23,
200 I, in which staff was seeking confinnation that the revised site plan was consistent with the
original development agreement. In that report, Sue Carlson notes that, since our timeframe for
development of Phase II was not certain, a temporary solid wood fence should be installed to screen
the storage buildings from the adjacent residential-zone properties. The fence was orily meant to
provide temporary screening until the construction of Phase II; she states that the "fence could be
modified as development of Phase II occurs."
The west fayades of Buildings Q & R were designed to comply with the conditions of the original
Development Agreement. The agreement states: "West fayades shall reflect the fayade articulation
and character in the north elevation." The west fayades of these proposed buildings are an exact
replica of what we have already constructed on the north fayades of buildings in Phase I. Why, if we
are meeting this requirement, would the City require us to hide those fayades with a fence? I ask,
therefore, that staff please revise their report to eliminate condition #1.
Patrick 1. Gilroy
CC: Jennifer Henning, City of Renton
v
REPORT
&
DECISION
REPORT DATE:
Project Name:
Owner:
Applicant/Contact:
File Number:
Project Manager:
Project Description:
Project Location:
Exist. Bldg. Area:
Site Area:
Project Location Map
City of Renton
Deparlment of Planning / Building / Public Works
ADMINISTRA TIVE LAND USE A eTION
October 12, 2004
Stor-House Self Storage, Phase II
Gilroy Famil~, LLC
9633 NE 30 Place
Bellevue, WA 98004
Patrick Gilroy
Northward
1560 140th Avenue NE, #100
Bellevue, WA 98005
LUA~04-105, SA-A
NancyWeil
The applicant is proposing· Phase II development of a self-storage facility. The
residual 2.1 acres of the originaI7.7-acre site located on NE 3rd Street will consist of 7
new storage structures with approximately 37,860 square feet. The proposed
buildings are approximately 13 to 16 feet in height with a square footage range from
3,280 sq. ft. to 6,750 sq. ft. The site is zoned Industrial Light (IL). The land use action
(LUA-01-047) previously approved, proposed the use and phased site development,
which included Environmental Review (SEPA) approval. Therefore the applicant is
seeking Administrative Site Plan Review for Phase II.
2829 NE 3rd Street
70,493 sq ft in Phase I Proposed New Bldg. Area:
90,801 sq ft / 2.1 acres Total Building Area SF:
Phase II area
335,529 sq ftl7.7 acres
Total area
37,860 sq ft in Phase II
108,353 sq ft for Phase
I and II
SA-ARPT
City of Renton P/B/PW Department Adm~ative Site Plan Approval Staff Report
STOR.HOUSE SELF STORAGE, PHAS .... , I LUA·04·105, SA·A
REPORT OCTOBER 12, 2004 Page 20f8
PART ONE: PROJECT DESCRIPTION/BACKGROUND
The applicant has requested Administrative Site Plan Review for Phase II of a self-storage development,
originally known as the Aegis Self-Storage and Office Facility (LUA-01-047, SA-A, ECF), located at 2829 NE
3rd Street in the Renton Highlands, midway between the NE 3rd StreeUEdmonds Avenue NE and NE 4th
StreeUMonroe Avenue NE arterial intersections. The total site is approximately 7.7 acres, the Phase II portion
is 2.08-acres in size.
The land has been used as a gravel quarry and landfill in the past, but was otherwise undeveloped. The initial
phase was approved for ten buildings, total of 70,493 square feet of space. The site plan (LUA-01-047)
included review and approval for grading, storm water, and landscaping for the development of the entire site.
A Development Agreement was established between the City of Renton and property owner on September 14,
2001.
The initial review showed the land sloped very gradually at about 4% to 6% across most of the site from east
from west. The south and west sides, however, have steeper slopes. A 10-foot setback from the top of slopes
greater than 25 percent is a requirement of the previous site plan approval (LUA-O 1-047, SA-A, ECF). The site
is within Aquifer Protection Area Zone 2. There are no environmentally critical areas onsite.
Earth Consultants, Inc. (ECI) has updated their original geotechnical engineering study in a letter dated August
31, 2004 for Phase II. Based on ECl's site observations during the grading of the site, they affirmed their
recommendations in the Geotechnical Engineering Study E-8307-3, dated September 7, 1999; Infiltration
Testing and Slope Recommendations E-8307 -4, dated May 25, 2001; and Final Report -Grading and Erosion
Control E-8307 -5, dated November 12, 2001 .
The existing uses north of the property consist of a mix of primarily residential uses (single and multi-family)
and a limited amount of industrial and commercial uses (primarily along NE 4th Street). The Renton Technical
College is located across NE 3rd Street northeast from the property. To the west and south is zoned
Residential-1 0, developed as Liberty Ridge subdivision. Zoning to the north is Multi-family-Infill, and Light
Industrial with a P-suffix (publicly owned and west includes, Residential property) to the east (see Exhibit 11).
It is anticipated that construction of Phase Two would commence during the fall of 2004.
PART TWO: ADMINISTRATIVE LAND USE ACTION -REPORT & DECISION
This decision on the administrative land use action is made concurrently with the environmental
determination.
A. Type of Land Use Action
XX Site Plan Review Shoreline Substantial Develo ment Permit
Conditional Use Bindin Site Plan
Special Permit for Grade & Fill Administrative Code Determination
B. Exhibits
The following exhibits were entered into the record:
Exhibit NO.1: Project (yellow) file containing: application, proof of posting and publication, environmental
review and other documentation pertinent to this request.
Exhibit No.2: Drawing No. A1, Site Plan (Dated 7/20104)
Exhibit No.3: Drawing No. A2, Floor Plan and Elevations, Building "L" (Dated 7/20104)
Exhibit NO.4: Drawing No. A3, Floor Plan and Elevations, Building "M" (Dated 7/20104)
Exhibit No.5: Drawing No. A4, Floor Plan and Elevations, Building "N" (Dated 7/20104)
Exhibit No.6: Drawing No. AS, Floor Plan and Elevations, Building "P" (Dated 7/20104)
Exhibit NO.7: Drawing No. A6, Floor Plan and Elevations, Building "Q" (Dated 7/20104)
Exhibit NO.8: Drawing No. A7-7.5, Floor Plan and Elevations, Building "R" (Dated 7/20104)
Exhibit NO.9: Drawing No. A8, Floor Plan and Elevations, Building "s" (Dated 7/20/04)
Exhibit No.1 0: Drawing No. L 1.0 and L 1.1, Landscape Plan (Dated 8/13/02 Revised 9/25/02)
Exhibit No. 11: Page F5W of the City of Renton Zoning Map Book
SA-ARPT
City of Renton PIBIPW Department Adm~ative Site Plan Approval Staff Report
STOR-HOUSE SELF STORAGE, PHAS_ .• ' LUA-04-105, SA-A
REPORT OCTOBER 12, 2004 Page 3 0(8
C. Consistency with Site Plan Criteria
In reviewing the proposal with respect to the Site Plan Approval Criteria set forth in Section 4-9-200 of the Site
Plan Ordinance, the following issues have been identified by City Departmental Reviewers and Divisional
Reviewers:
1. Conformance with the comprehensive plan, its elements and policies;
Comprehensive Plan, Its Elements and Policies
The subject site is designated Employment Area -Industrial (EAI) on the City's
Comprehensive Plan Land Use Map and zoned Industrial Light (IL), The EAI designation is
intended to promote the development of light industries in suitable locations. The proposed
self-storage facility is consistent with the following EAI policy:
• Policy LU·165: Ught industrial uses should not create noxious conditions such as
noise, odors, or traffic, which could detract from the proposed office uses allowed in
this category.
The original site plan (LUA-01-047) was approved for a mix of office and self-storage
uses. The proposed storage facility was determined compatible with the proposed
office use and surrounding uses.
• Policy LU·196: A mix of offices, light industrial warehousing and manufacturing
should be encouraged as the secondary uses in the Employment Area -Industrial
classification with conditions as appropriate.
The Phase II for the self-storage facility, which is a permitted use in light industrial
zone, includes 7 self-storage structures. The initial land use approval for the phased
self-storage facility and office mix use development was approved in LUA-01-047.
• Policy LU·210: Industrial uses should provide adequate buffers for less intensive,
adjacent uses, e.g. setbacks, fencing, intensive landscaping.
The applicant has installed approved perimeter landscaping and will be required to
install an 8-foot high wood privacy fence along the rear of the buildings located near
the site's southern and western property lines.
As proposed, the site layout and the proposed use generally comply with the policies and the intent of the
Comprehensive Plan.
2. Conformance with existing land use regulations;
The site is located within the Industrial Light (IL) zoning designation. The purpose of the IL zone is to provide
areas for low-intensity manufacturing, industrial services, distribution and storage. The IL uses are generally
contained within buildings. Material and lor equipment used in production are not stored outside. Activities in
this zone do not generate external emissions such as smoke, odor, noise, vibrations or other nuisances
outside the building.
Lot Coverage -The IL zone allows a maximum building coverage of 65% of total lot area. The proposed
buildings would generate a building lot coverage of 42% (37,860 building footprint I 90,801 lot area = 42%,
which is below the maximum allowed.
The applicant proposes development of Phase II of a previously approved self-storage facility. In general, the
proposal is consistent with the range of uses permitted in the IL zoning designation.
On September 14, 2001, the City of Renton entered into agreement with the owners (T and E Investment, Inc.)
and potential future owners (Aegis Capital International) of the property proposed for development herein. The
Development Agreement ("Agreement") outlined the parameters for development of the proposed property into
a self-storage and office facility. The requirements of the IL Zone at the time of the Agreement apply to the
project with the following exceptions:
Setbacks: Setbacks shall follow the requirements of the IL Zone, except that the minimum setback from the
top of slopes (as defined by the 25% slope boundary line) along site boundaries adjacent to residential zones
shall be 10 feet. Slopes may be measured following approved grading on site.
SA-A RPT
City of Renton PIBIPW Department Adm 'rative Site Plan Approval Staff Report
STOR-HOUSE SELF STORAGE, PHAS~ _. LUA-04-105, SA-A
REPORT OCTOBER 12, 2004 Page 4 of 8
Although the existing buildings along the east property boundary are within 10 feet of the toe of slopes greater
than 25%, the proposed site plan indicates all buildings will be set back more than 10 feet from the tQJ2 of
slopes along the west property boundary. As shown on the proposed site plan (Exhibit No.2), the end of
existing Building K abuts the west side of the site and is setback 10 feet from the top of slope. The proposed
Buildings Q and R of Phase /I are shown to be 10 feet or greater from the top of the slope, as is the end of
proposed Building S at the southwest area of the site. The proposed site plan shows a side setback of 55 feet
to the west boundary line and a 10-foot rear setback to the south boundary line. The north and east sides of
the Phase /I area are internal to the site.
Height: Self-storage structures shall be limited to a maximum height of 2 stories or 30 feet.
Self-storage Buildings are proposed to be 13 to 16 feet in height.
Special Reguirements:
No chain-link or other metallic fencing shall be visible from the adjacent residential zoned properties to the
south and west. .
The site plan (Exhibit No.2) for Phase /I shows a black vinyl chain link fence, which is not acceptable under
the previously approved development agreement. Therefore, staff recommends as a condition of site plan
approval the applicant must submit a revised site plan showing the location and elevation detail of an 8-foot
solid wood privacy fence. The revised plan shall be required prior to the issuance of building permits.
The gross floor area of uses on the site shall be limited such that average daily vehicular trips generated shall
not cumulatively exceed 680, as calculated by the 1997 Institute of Transportation Engineers (ITE) Manual.
An analysis of the trips anticipated to be generated by the proposed uses of self-storage and office includes
the following:
Phase I Office
Phase I Storage
Total Phase I
31,196 gsf
62,628 gsf
11.01 trips/1000 gsf
2,5 trips/1 000 gsf
344 trips
157 trips
501 trips
The proposed total number of trips that could be generated by Phase /I would be maximum of 179.
Phase II Storage 37,860 gsf 2.5 trips/1000 gsf 179 trips
Parking: Parking would be required on-site at the following ratios:
Type of Use Minimum required Maximum allowed
Self-Service Storage 1 space/3,500 gross floor area same
Applicant is providing 11 parking spaces for Phase II which is the required number, 37,860/3,500 = 10.8.
3. Mitigation of impacts to surrounding properties and uses;
The subject site received approval for a self-storage and office phased development. The site has currently
developed with 10 self-storage structures and site improvements including a stormwater vault and
landscaping. This site plan application is to complete the proposed self-storage phase of the site with 7
structures. The site is to be developed in compliance with the mitigations measures approved July 9,2001 and
the Development Agreement of LUA-01-047. The applicant shall follow the approved mitigation (SEPA)
measurements and recommendations of the geotechnical studied approved in LUA-01-047.
The applicant has provided a 10-foot wide landscaping strip around the perimeter of the property and is
required to install an 8-foot solid wood privacy fence to the rear of the perimeter structures.
4. Mitigation of impacts of the proposed site plan to the site;
Staff does not expect the proposal to adversely impact the site. The entire site has been graded; the
stormwater facility, road improvements and landscaping were installed and 10 storage buildings are
constructed. The construction of Phase II, the final 7 self-storage buildings, is proposed to be consistent with
SA-A RPT
City of Renton PIB/PW Department Adm 'rative Site Plan Approval Staff Report
STOR-HOUSE SELF STORAGE, PHAS~ LUA-04-105, SA-A
REPORT OCTOBER 12, 2004 Page 50f8
the current structures. The water and sewer lines are to be extended from Phase I to serve Phase II. The site
improvements required as part of the site plan approval (LUA-01-047) and previous SEPA review met city
development requirements. There are no known significant natural features within the project site, which would
be impacted by the development. All construction activities would be required to utilize best management
practices and adhere to the mitigation measures contained within the environmental SEPA review report,
which would reduce potential construction impacts to the site.
5. Conservation of area-wide property values;
The previous land use application LUA-01-047 approved the plans for a phased industrial and office use. The
site preparation and environmental review was conducted on the entire site. The placement and compliance of
the 7 self-storage structures of Phase II, as proposed in this site plan review, appear to be consistent with the
initial phase and meet development requirements. Phase II development is well within the projected feasibility
timeline indicating market support for the use.
6. Safety and efficiency of vehicle and pedestrian circulation;
The applicant has proposed to serve the Phase II development of the site through the initial phase allowing
effective circulation of vehicles. The private roads between storage buildings are proposed to be 20 to 34 feet
wide; adequate turning radius for emergency vehicles is provided. A 10-foot wide pedestrian connection links
the parking stalls along the east side of the site to the west side between Buildings Land M, Buildings P and
N, and Buildings 0 and R. Access to the facility is from NE 3rd Street.
7. Provision of adequate light and air;
Staff does not anticipate the blockage of light and/or air to the subject site or to the surrounding properties.
As the buildings are proposed to be limited in height (13 to 16 feet), staff does not expect the structures to cast
Significant shadows or block normal airflow within the site or on neighboring properties. Lighting along the
drive aisles is proposed to be installed in a manner that directs the lighting down to prevent spillage off site,
however light detail plan was not included for review. To ensure the site lighting will be adequate but not cause
negative impact to the surrounding properties, the applicant shall be required to submit a lighting illumination
plan for Phase II. Staff is recommending as a condition of site plan approval that the applicant be required to
submit a lighting illumination plan as part of the building permit review process.
8. Mitigation of noise, odors and other harmful or unhealthy conditions;
As part of the initial review for LUA-01-047, traffic generation created by the phased development was
evaluated. The Phase II of the self-storage facility is anticipated to generate 95 daily trips in addition to the first
phase of self-storage units at 157 daily trips. The use is not expected to cause noise, odors or other
detrimental cQnditions unacceptable to City and State requirements.
Upon project completion, the applicant has proposed to locate a fully enclosed dumpster area near the
northeast corner of the building. As proposed, staff does not expect to the dumpster to create any harmful or
unhealthy conditions.
9. Availability of public services and facilities to accommodate the proposed use; and
The subject site is adequately served by public services and facilities provided the required mitigation
measures are complied with under the environmental (SEPA) review conducted in LUA-01-047. Mitigation fees
were required for Fire and Traffic services. The site is serviced by a 16-inch water main and a 24-inch sanitary
sewer main in NE 3rd Street. Storm facilities are also located in NE 3rd Street.
10. Prevention of neighborhood deterioration and blight.
The proposed 7 buildings are consistent with the standards of the Development Agreement and the previously
approved structures on the site. The size and height of the buildings as described above are compatible with
the development and surrounding area. To the west and south of the site is an adjoining natural open space
tract of Liberty Ridge subdivision. The west side of the subject site must maintain a 55 foot setback from the
buildings to the property line do to slope. The entire site has a10-foot wide landscape setback, which adds
additional buffering from adjacent properties. The proposed site layout and use is not expected to cause
negative impact to the neighborhood. An 8-foot high solid wood privacy fence is required along the rear of
Building 0, R, S of Phase II and to extend along the south and east side of Phase I. The will provide additional
buffer to the single-family neighbor hood to the south and west of the site. In addition, the fence will add
security to the self-storage facility and its patrons.
SA-A RPT
City of Renton PIB/PW Department Adrr 'rative Site Plan Approval Staff Report
STOR-HOUSE SELF STORAGE, PHAS~ LUA-04-105, SA-A
REPORT OCTOBER 12, 2004 Page 60t8
xx Co ies of all Review Comments are contained in the Official File.
Copies of all Review Comments are attached to this report.
D. Findings, Conclusions & Decision
Having reviewed the written record ~n the matter, the City now enters the following:
1) Request: The Applicant has requested Administrative Site Plan Approval for the Stor-House
Self Storage, Phase II, LUA-04-105, SA-A.
2) Environmental Review: Environmental Review was conducted on July 9,2001 and the appeal
period ended on July 23,2001 as LUA-01-047 SA, ECF. No appeals were filed.
3) Site Plan Review: The applicant's site plan application complies with the requirements for
information necessary for site plan review. The applicant's site plan and other project drawings are entered as
Exhibits No.2 through 10. Site Plan Review for Phase I was previously conducted on July 9, 2001 and the
appeal period ended on July 23,2001 as LUA-01-047 SA. ECF. No appeals were filed.
4) Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan designation
of Employment Area -Industrial, provided all advisory notes and conditions of approval are complied with.
5) Zoning: The Site Plan as presented, generally complies with the zoning requirements and
development standards of the· Industrial Light (IL) Zoning designation, provided all advisory notes and
conditions of approval are complied with.
6) Development Agreement: A Development Agreement for this site was established between the
City of Renton and the property owner on September 14, 2001. The proposal complies with the Development
Agreement provided all conditions of that agreement are complied with.
7) Existing Land Use: Land uses surrounding the subject site include: North: Residential Multi-
family, Infill Zone (RM-I); apartments, undeveloped land, Washington State Department of Transportation
storage lot of sand and gravel, and a vehicular service station); East: Light Industrial -Public facility Zone (IL-
P), King County Public Health office, King County Parks Department maintenance shop and storage yard,
regional storm water detention facility, King County solid waste transfer station, and undeveloped land; South
and West: Residential-10 Zone (R-10), Open space and landscaping tract of the single-family subdivision of
Liberty Ridge.
E. Conclusions
1} The subject proposal complies with the policies and codes of the City of Renton, provided all advisory
notes and conditions of approval are complied with.
2} The proposal complies with the Comprehensive Plan designation of Employment Area Industrial (EA-
I); and the Zoning designation of Industrial Light (IL), provided all advisory notes and conditions of
approval are complied with.
3) Environmental (SEPA) review was conducted on the site on July 9, 2001 and the appeal period ended
on July 23,2001.
4) The proposal complies with the Development Agreement between the City of Renton and the property
owner approved on September 14, 2001 ,provided all conditions of the agreement are complied with.
F. Decision
The Site Plan Review for the Stor-House Self-Storage, File No. LUA-04-105, SA-A, is approved subject
to the following conditions:
1. The applicant shall be required to submit details of an a-foot high solid wood privacy fence, to be
located to the rear of the storage structures along the perimeter of the west, south and east property
lines. The fence details and plan shall be submitted prior to the issuance of the building permit and
subject to the review and approval of the Development Services Division.
2. The applicant shall be required to submit a lighting illumination plan demonstrating adequate lighting is
provided for the parking area and the buildings. The plan shall also demonstrate that the proposed
parking/security lighting will not spill into the public street or neighboring properties. The plan shall be
submitted prior to the issuance of the building permit and subject to the review and approval of the
Development Services Division.
SA-A RPT
City of Renton PIBIPW Department Adrr 'rative Site Plan Approval Staff Report
STOR-HOUSE SELF STORAGE, PHAS~ .1
REPORT OCTOBER 12, 2004
EFFECTIVE DATE OF DECISION ON LAND USE ACTION:
SIGNATURE:
~4&~fi>. N-e,il W"t!7
Neil Watts, Development Services Director
TRANSMITTED this 12th day of October, 2004 to the owner and contact:
Gilroy Famil~, LLC
9633 NE 30 Place
Bellevue, WA 98004
Patrick Gilroy (Contact)
Northward
1560 140th Avenue NE, #100
Bellevue, WA 98005
TRANSMITTED this 12th day of October, 2004 to the party of record:
Mark Johnson
316 Renton Avenue S
Renton, WA 98055
TRANSMITTED this 12th day of October, 2004 to the following:
Jennifer Henning, Development/Planning
Larry Meckling, Building Official
Stan Engler, Fire Prevention
Kayren Kittrick, Public Works Division
Lawrence J. Warren, City Attorney
South County Journal
LUA-04-105, SA-A
Page 70f8
Date
Land Use Decision Appeal Process: Appeals of the land use decision must be filed in writing on or
before 5:00 PM October 26, 2004.
If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the
required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055.
Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information
regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510.
Advisory Notes to Applicant:
The following notes are supplemental information provided in conjunction with the environmental
determination. Because these notes are provided as information only, they are not subject to the appeal
process for environmental determinations.
Planning
1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless
otherwise approved by the Development Services Division. The Development Services Division reserves the
right to rescind the approved extended haul hours at any time if complaints are received.
2. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate
ground cover over any portion of the site that is graded or cleared of vegetation and where no further
construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic
covering as specified in the current King County Surface Water Management Design Manual as adopted by the
City of Renton may be proposed between the dates of November 1st and March 31st of each year. The
Development Services Division's approval of this work is required prior to final inspection and approval of the
permit.
3. Commercial, multi-family, new single-family and other nonresidential construction activities shall be restricted to
the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on
Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (8:00) p.m. No work
shall be permitted on Sundays.
4. A licant should be aware the Office of Archaeolo and Historic Preservation has noted this site to have
SA-A RPT
City of Renton PIBIPW Department Adrr 'rative Site Plan Approval Staff Report
STOR-HOUSE SELF STORAGE, PHAS ... 1 LUA-04-105, SA-A
REPORT OCTOBER 12, 2004 Page 80f8
potential for archaeological resources. Therefore, it is the responsibility of the applicant to contact the State
office for further information (Stephenie Kramer, Assistant State Archaeologist at 360-586-3083)
Mitigation Measure LUA-01-047
1. The applicant shall follow recommendations as found in the geotechnical reports, "Geotechnical Engineering
Study," by Geotech Consultants, Inc., December 1998; "Geotechnical Engineering Study Update Office
Buildings," by Earth Consultants Inc., February 26, 2001, and "Infiltration Testing and Slope Recommendations
Renton Office and Mini Storage," by Earth Consultants Inc., March 29, 2001.
2. The applicant shall utilize the City of Renton stormwater system, rather than on-site infiltration, should available
evidence indicate potential contamination of the Aquifer Protection Area.
3. The infiltrative surface of the drainage facility shall be located entirely in native soils. The infiltration vault drain
lines and/or sidewall infiltration perforations shall be below the level of fill material previously deposited on the
site. Design of the facility shall not allow discharge water to contact contaminated fill material on the site. The
design shall be reviewed and approved by the City, prior to construction and inspected following construction to
assure that this design parameter is met.
4. The applicant shall pay Transportation Mitigation at the rate of $75.00 per new trip generated by the project.
The fee shall be paid prior to issuance of building permits.
5. The applicant shall pay the Fire Mitigation Fee equal to $0.52 per square foot of new construction. The fee shall
be paid prior to issuance of building permits.
Fire Prevention
1. The preliminary fire flow is 3000 GPM, one hydrant is required within 150 feet of the structures and two additional
hydrants are required within 300 feet of the structures.
2. Separate plans and permits are required for the installation of the fire alarm system if provided. Alarm systems
are highly recommended.
Building
1. Building, Electrical, plumbing and Mechanical permits will be required.
Plan Review-WATER
1. The Water System Development Charges have been paid in full.
2. Preliminary fire flow is 3000 GPM. Derated fire flow available is 3, 500 GPM. Three hydrants are required. One
shall be within 150 feet and two additional with in 300 feet of the buildings. Hydrants will require "Storz" quick
disconnect fittings to be installed. Three new hydrants have been shown on the plans.
3. A water main extension and looping of the system is required to serve the site. Applicant has shown the
extension of a 10-inch water and 'a looped system on the utility plan.
Plan Review -SANITARY SEWER
1. The Sewer System Development Charges have been paid in full.
2. The Special Assessment (District #0002) has been paid in full.
3. A sewer main extension is required to serve the site. Applicant has shown the extension on the utility plan.
Plan Review -SURFACE WATER
1. The Surface Water System Development Charges has been paid in full
2. A drainage report has been submitted and reviewed. Applicant submitted TIR approved under Phase I of this
project. The existing onsite detention and water quality facility was sized to accommodate this second phase.
3. Temporary Erosion Control shall be installed and maintained to the satisfaction of the representative of the
Development Services Division for the duration of the project.
Plan Review -TRANSPORTATION
1. No additional street improvements are required in the right of way.
SA-A RPT
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STOR-HOUSE SELF STORAGE
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STOR-HOUSE SELF STORAGE
Re.nton, Washington
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CalCulation:
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Transportation Mitigation Fee: $1) 350. cQ. .. ~
• Calculated by: aa,,~ Date:
Account N~mbl _________ _ Cf/d7/0Y ,
Date of Payment _____ ---:-____ _
• 1
STATE OF WASHINGTON
Office of Archaeology and Historic Preservation
1063 S. Capitol Way, Suite 106 • Olympia, Washington 98501
(Mailing Address) PO Box 48343 • Olympia, Washington 98504-8343
September 24, 2004
Ms. Nancy Weil
Associate Planner
City of Renton
1055 South Grady Way
Renton, W A 98055
(360) 586-3065 Fax Number (360) 586-3067
In future correspondence please refer to: I
Log: 092404-55-KI
Re: Stor-House Self-Storage II LUA04-105 Renton
Dear Ms. Weil:
We have reviewed the materials forwarded to our office for the proposed project referenced above. According
to ouuecords, an Indian Trail crosses through the property, and there are two ethnographic place names
located within one-half mile. These factors increase the potential for archaeological resources. We
recommend a pro·fesslonal archaeological survey ofthose areas proposed-for any excavation associated with
the proposed project be required. We also recommend consultation with the concerned tribes cultural
committees and staff regarding cultural resource issues. .
These comments are based on the information available at the time of this review and on behalf of the State
Historic Preservation Officer. Should additional information become available, our assessment may be
revised. Thank you for the opportunity to comment on this project and we look forward to receiving the
survey report.
Sincerely,
~~~
Assistant State Archaeologist
(360) 586-3083
StephenieK@cted.wa.gov
cc: Laura Murphy
Richard Brooks.·
Cecile Hansen
ADMINISTERED BY DEPARTMENT OF COMMUNITY, TRADE & ECONOMIC DEVELOPMENT
CITY OF RENTON
ECONOMIC DEVELOPMENT
NEIGHBORHOODS, AND STRATEGIC PLANNING
MEMORANDUM
DATE:
TO:
FROM:
STAFF CONTACT:
SUBJECT:
September 23, 2004
Nancy Wei I Re~~d
Don Erickson
Stor-house Self Storage 2, 2815 NE 3 rd Street;
LUA 04-105, SA-A
Summary: The applicant is proposing to develop a 2.08-acre portion of a 7.7-acre site with the
second phase of a self-storage facility. The second phase of this existing development will consist
of seven new buildings housing approximately 37,860 square feet of space. Eleven parking spaces
are proposed as well. The site is designated Employment Area -Industrial on the Comprehensive
Plan Land Use Map and zoned IL, Industrial Light. It abuts Liberty Ridge, a single-family site.
Relevant Comprehensive Plan land use policies are attached and the following Comprehensive
Plan Compliance Matrix shows the relative level of compliance of this application with these
Council adopted policies. A Development Agreement (Sept 14, 2000) also governs the site.
Policy L U-195.
Policy LU-196.
Policy LU-203.
Policy LU-207.
Policy LU-210.
Findings: The proposed use i.e. storage is not a manufacturing use (Policy LU-195). The 2002
Landscaping Plan indicates an offset 6' high wood fence with extensive evergreen and deciduous
tree plantings along its length on both the southern and western boundaries of the subject site.
However, the August 2004 site plan now shows a "black vinyl chain link fence" along the top of
the slope (Policy LU-210). The Development Agreement prohibits the latter ifit is visible from the
west or south. Compliance of landscaping and fayade modulation with the provisions of the 2000
Development Agreement should be made, particularly in light of the conflicting drawings.
Attachment
cc: Don Erickson
H:\EDNSP\Interdepartmental\Development Review\Green File\Stor-house Self Storage, Phase 2.doc\cor
Relevant Comprehensive Plan Land Use Policies
Employment Area -Industrial
Policy LU-195. The primary use in the Employment Area -Industrial designation should be
industrial.
Policy LU-196. A mix of offices, light industrial warehousing and manufacturing should be
encouraged as the secondary uses in the Employment Area -Industrial classification with
conditions as appropriate.
Policy LU-203. Off-site impacts from industrial development such as noise, odors, light and glare,
surface. and ground water pollution, and air quality should be controlled through setbacks,
landscaping, screening and/or fencing, drainage controls, environmental mitigation and other
techniques.
Policy LU-207. Parking should be located internally to the site and landscaped as appropriate to
mitigate adverse visual impacts.
Policy LU-210. Industrial uses should provide adequate buffers for less intensive, adjacent uses,
e.g. setbacks, f~ncing, intensive landscaping ..
H:\EDNSP\Interdepartmental\Development Review\Green File\Stor-house Self Storage, Phase 2.doc\cor
City ot rlenton Department of Planning I Building I Public Works
EN V I RON M.E N TAL & 0 EVE LOP MEN TAP P Lie A T ION REV lEW SHE E T
REVIEWING DEPARTMENT: ~(iII\'t. Dol COMMENTS DUE: SEPTEMBER 27, 2004
APPLICATION NO: LUA04-105, SA-A DATE CIRCULATED: SEPTEMBER 13,2004
APPLICANT: Patrick Gilroy PROJECT MANAGER: -PROJECT TITLE: Stor-house Self Storage 2 PLAN REVIEW: Jan lilian /rJ) i1"" ,? ~,~'~~'-.... -
II :1
SITE AREA: 90,801 BUILDING AREA (gross): 33,260
LOCATION: 2815 NE 3rd ST WORK ORDER NO: 77308 SEP 1 4 ')nr.!
SUMMARY OF PROPOSAL: The applicant is proposing Phase II of a self-storage facility located at 2815 NE I3rdrStreet.The overall
site is 7.7 acres, Phase I encompassed 3.5 acres and was approved under LUA -01-047, SA-A, ECF wh~~ inW$i~~i&rvironm.fij~tal·'· (SEf:'~) rev.iew ~or the over~1I site. Phase II will be 2.08 acres with aproximately 37,860 square feet of builclA!:!"~, :f.i;"i:";'LA~. i
administrative site plan review.
A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS
Element of the Probable Probable More Element of the Probable Probable More
Environment Minor Major Information
Impacts Impacts Necessary
Environment Minor Major Information
Impacts Impacts Necessary
Earth Housing
Air Aesthetics
Water Light/Glare
Plants Recreation
Land/Shoreline Use Utilities
Animals Transportation
Environmental Health Public Services
Energy/ Historic/Cultural
Natural Resources Preservation
Airport Environment
10,000 Feet
14,000 Feet
B. POLICY-RELATED COMMENTS
C. CODE-RELA TED COMMENTS
We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas where additional information is needed to properly assess this proposal. •.
Signature of Director or Authorized Representative Date
DATE:
TO:
FROM:
SUBJECT:
CITY OF RENTON
MEMORANDUM
September 24, 2004
. NancyWeil
~ Jan lilian X7216
STOR-HOUSE SELF STORAGE PHASE II
2815 -NE 3rd Street
LUA 04-105
I have reviewed the application for Stor-House Self Storage Phase II at 2815 N.E. 3rd Street the
and have the following comments:
EXISTING CONDITIONS
WATER 16-inch water main in NE 3rd Street. Site is within Aquifer Protection Zone 2. Fire
flow available (derated) 3,000 gpm. Static Pressure is 55 psi. Pressure Zone is 435.
SEWER 24-inch sewer main in NE 3rd Street. ..
STORM Storm facilities are in NE 3rd Street.
STREETS There is curb, gutter, sidewalk and streetlighting fronting the site in NE3rd Street.
CODE REQUIREMENTS
WATER
1. The Water System Development Charge have been paid in full
2. Preliminary fire flow is 3,000 gpm. Derated fire flow available is 3,500 gpm. Three hydrants
are required. One shall be within 150 feet and two additional within 300 feet of the buildings.
Hydrants will require "Storz" quick disconnect fittings to be installed. Three new hydrants have
been shown on the plans.
3. A water main extension and looping of the system is required to serve the site. Applicant has
shown the extension of a 10-inch water and a looped system on the utility plan.
SANITARY SEWER
1. The Sewer System Development Charge has been paid in full.
2. The Special Assessment (District #0002) has been paid in full.
3. A sewer main extension is required to serve the site. Applicant has shown the extension on
the utility plan.
SURFACE WATER
1. The Surface Water System Development Charge has been paid in full.
2. A drainage report has been submitted and reviewed. Applicant submitted TIR approved under
Phase I of this project. The existing onsite detention and water quality facility was sized to
accommodate this last phase.
3. Temporary Erosion Control shall be installed and maintained to the satisfaction of the
representative of the Development Services Division for the duration of the project.
TRANSPORTATION
1. No additional street improvements are required in the right of way.
PLAN REVIEW -GENERAL
1. All plans shall conform to the Renton Drafting Standards
2. All required utility, drainage and street improvements will require separate plan submittals
prepared according to City of Renton drafting standards by a licensed Civil Engineer.
3. Separate permits for side sewers and water meters are required.
4. Applicant shall be responsible for securing all necessary easements for utilities and/or street
improvements.
RECOMMENDED CONDITIONS
1. Traffic Mitigation Fees are $1,350.00 (Phase-II). Fee schedule is attached.
2. Staff recommends a SEPA condition requiring this project to design and comply with
Department of Ecology's Erosion and Sediment Control Requirements' as outlined in Volume
II of the Stormwater Management Manual.
3. Weekly reports on the status and condition of the erosion control plan may be required at the
request of the project manager. Reports shall include any recommendations of change or
revision to maintenance sche~ules or installation shall be submitted by the project Engineer of
record to the Public Works Inspector. Certification of the installation, maintenance and proper
removal of the erosion control facilities is required prior to Temporary Certificate of
Occupancy.
cc: Kayren Kittrick
City of Renton Deparlment of Planning / Building / Public Works
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT: -p\~yt ~",<..~ COMMENTS DUE: SEPTEMBER 27, 2004
APPLICATION NO: LUA04-105, SA-A DATE CIRCULATED: SEPTEMBER 13, 2004
APPLICANT: Patrick Gilroy PROJECT MANAGER: N'2.~ y.J~ ')
PROJECT TITLE: Stor-house Self Storage 2 PLAN REVIEW: Jan lilian C/TYnr _
SITE AREA: 90,801 BUILDING AREA (gross): 33,260
LOCATION: 2815 NE 3rd ST I WORK ORDER NO: 77308 SfP 14 .
..... -....
SUMMARY OF PROPOSAL: The applicant is proposing Phase II of a self-storage facility located at 2815 ~ii:I,3r.d.Street. The overall
site is 7.7 acres, Phase I encompassed 3.5 acres and was approved under LUA -01-047, SA-A, ECF whicn iHfOde'lIJehlljrvfWt\8,lJtal
(SEPA) review for the overall site. Phase II will be 2.08 acres with aproximately 37,860 square feet of buildings and require~lvN
administrative site plan review.
A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS
Element of the Probable Probable More Element of the Probable Probable More
Environment Minor Major Information
Impacts Impacts Necessary
Environment Minor Major Information
Impacts Impacts Necessary
Earth Housing
Air Aesthetics
Water Light/Glare
Plants Recreation
Land/Shoreline Use Utilities
Animals Transportation
Environmental Health Public Services
Energy/ Historic/Cultural
Natural Resources Preservation
Airport Environment
10,000 Feet
14,000 Feet
B. POLICY-RELATED COMMENTS
C, CODE-RELA TED COMMENTS
>
We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas where additional informatio 's needed to properly assess this proposal. ~. ~/:HLcy Date
City of Renton Department of Planning / Building / Public Works
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT: ~~~ 10!l-*~-c/" COMMENTS DUE: SEPTEMBER 27,2004
APPLICATION NO: LUA04-105, SA-A DATE CIRCULATED: SEPTEMB~:Rt£1~3·p20.oA
APPLICANT: Patrick Gilroy PROJECT MANAGER:
PROJECT TITLE: Stor-house Self Storage 2 PLAN REVIEW: Jan lilian . ~~\? ~ ~ 200~
SITE AREA: 90,801 BUILDING AREA (gross): 33,260 "',"''''
LOCATION: 2815 NE 3rd ST
I BUILOII\I\.l \.II v IV'V
WORK ORDER NO: 7730'8
SUMMARY OF PROPOSAL: The applicant is proposing Phase II of a self-storage facility located at 2815 NE 3rd Street The overall
site is 7.7 acres, Phase I encompassed 3.5 acres and was approved under LUA -01-047, SA-A, ECF which inluded environmental
(SEPA) review for the overall site. Phase II will be 2.08 acres with aproximately 37,860 square feet of buildings and requires
administrative site plan review.
A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS
Element of the Probable Probable More Etement of the Probable Probable More
Environment Minor Major Information
Impacts Impacts Necessary
Environment Minor Major Information
Impacts Impacts Necessary
Earth Housing
Air Aesthetics
Water Light/Glare
Plants Recreation
Land/Shoreline Use Utilities
Animals Transportation
Environmental Health Public Services
Energyl Historic/Cultural
Natural Resources Preservation
Airport Environment
10,000 Feet
14,000 Feet
B. POLICY-RELATED COMMENTS
C. CODE-RELA TED COMMENTS
/ Jk~
We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas where additional information is needed to properly assess this proposal. ~
Date
Project Name 5rpY<.-I='lOUb6 ?UA~ a
Pr~ject A~dress te>OO b'6 ?ltA. &T~
Contact Per~on ~ !:a\l,~
Address j5y 0 -/4 u+4 A;; (lJ£ -#--, DO
Phone Number .l\~S ... 1l\1-\11.\.1
Permit Number LUB-oL\"/ \05
;'. Project Description m\ry\ yJ\\N.6~' ~~ ~\\A\'\' . . \ Numb~(j{' (J()d:s -?JOY-.
land Use Type: Method of Calculation:
. 0 Residential o Retail
S'""Non-retail
OnE Trip Generation Manual. c,\.\\Sw\VV .
Eiflraffic Study· . . ~~e,: ~ ~~ ~ \01-. o Other
Calculation:
.. '
. d),
Transportation Mitigation Fee: $1) 35 o. -=-"."
'i Calculated by: (j,.A1~ Date:
Account N~mbl __ · _______ _
Q/(}7/0Y •
Date of Payment __ ..:..--__ ~:-------
City of Remon Department of Planning I Building I Public Wt.., ,\S
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
COMMENTS DUE: SEPTEMBER 27, 2004
APPLICATION NO: LUA04-105, SA-A DATE CIRCULATED: SEPTEMBER 13, 2004
APPLICANT: Patrick Gilroy PROJECT MANAGER:
PROJECT TITLE: Stor-house Self Storage 2 PLAN REVIEW: Jan lilian
SITE AREA: 90,801 BUILDING AREA (gross): 33,260
LOCATION: 2815 NE 3rd ST I WORK ORDER NO: 77308 BIIiI DING DIVISION
SUMMARY OF PROPOSAL: The applicant is proposing Phase II of a self-storage facility located at 2815 NE 3rd Street. The overall
site is 7.7 acres, Phase I encompassed 3.5 acres and was approved under LUA -01-047, SA-A, ECF which inluded environmental
(SEPA) review for the overall site. Phase II will be 2.08 acres with aproximately 37,860 square feet of buildings and requires
administrative site plan review.
A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS
Element of the Probable Probable More Element of the Probable Probable More
Environment Minor Major Information Environment Minor Major Information
Impacts Impacts Necessary Impacts Impacts Necessary
Earth Housinq
Air Aesthetics
Water Light/Glare
Plants Recreation
Land/Shoreline Use Utilities
Animals Transportation
Environmental Health Public Services
Energy/ Historic/Cultural
Natural Resources Preservation
Airport Environment
10,000 Feet
14,000 Feet
B. POLICY-RELA TED COMMENTS
C. CODE-RELA TED COMMENTS
We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas where additional informa' is needed to properly assess this proposal.
Date
City of Renton Department of Planning / Building / Public Wurks
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT: Pro
APPLICATION NO: LUA04-105, SA-A
APPLICANT: Patrick Gilro
PROJECT TITLE: Stor-house Self Stora e 2
SITE AREA: 90,801
LOCATION: 2815 NE 3rd ST
COMMENTS DUE: SEPTEMBER 27,2004
DATE CIRCULATED: SEPTEMBER 13,2004
PROJECT MANAGER:
PLAN REVIEW: Jan lilian
BUILDING AREA ross: 33,260
I WORK ORDER NO: 77308 IQ81YOf RENTON allNssmws
SUMMARY OF PROPOSAL: The applicant is proposing Phase II of a self-storage facility located at 2815 NE 3rd Street. The overall
site is 7.7 acres, Phase I encompassed 3.5 acres and was approved under LUA -01-047, SA-A, ECF which inluded environmental
(SEPA) review for the overall site. Phase II will be 2.08 acres with aproximately 37,860 square feet of buildings and requires
administrative site plan review.
A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS
Element of the Probable Probable More Element of the Probable Probable More
Environment Minor Major Information
Impacts Impacts Necessary
Environment Minor Major Information
Impacts Impacts Necessary
Earth Housing
Air Aesthetics
Water Li9ht/G/are
Plants Recreation
Land/Shoreline Use Utilities
Animals Transportation
Environmental Health Public Services
Energy/ Historic/Cultural
Natural Resources Preservation
Airport Environment
10,000 Feet
14,000 Feet
B. POLICY-RELA TED COMMENTS
City of Remon Department of Planning / Building / Public Works
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT: 'Pg.;(:::S COMMENTS DUE: SEPTEMBER 27,2004
APPLICATION NO: LUA04-105, SA-A DATE CIRCULATED: SEPTEMBER 13, 2004
APPLICANT: Patrick Gilroy PROJECT MANAGER:
PROJECT TITLE: Stor-house Self Storage 2 PLAN REVIEW: Jan lilian
SITE AREA: 90,801 BUILDING AREA (gross): 33,260
LOCATION: 2815 NE 3rd ST I WORK ORDER NO: 77308
SUMMARY OF PROPOSAL: The applicant is proposing Phase II of a self-storage facility located at 2815 NE 3rd Street. The overall
site is 7.7 acres, Phase I encompassed 3.5 acres and was approved under LUA -01-047, SA-A, ECF which inluded environmental
(SEPA) review for the overall site. Phase II will be 2.08 acres with aproximately 37,860 square feet of buildings and requires
administrative site plan review.
A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS
Element of the Probable Probable More
Environment Minor Major Information
Impacts Impacts Necessary
Earth
Air
Water
Plants
Land/Shoreline Use
Animals
Environmental Health
Energy!
Natural Resources
B. POLICY-RELATED COMMENTS
C. CODE-RELA TED COMMENTS
Element of the
Environment
Housina
Aesthetics
Light/Glare
Recreation
Utilities
Transportation
Public SeNices
Historic/Cultural
PreseNation
Airport Environment
10,000 Feet
14,000 Feet
Probable Probable
Minor Major
Impacts Impacts
RECEIVED
SEP 142004
CITY OF RENTON
COMMI 'bllry iiR'II8Ee
More
Information
Necessary
We have reviewed this applica . n with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas where addition io is n e 'd to properly assess this proposal. ~,
=1) 17)<tl~ Date
City of Renton Department of Planning I Building I Public lth" ,,$
EN V I RON MEN TA L & DE VEL 0 P MEN TAP P Lie A T ION REV lEW SHE E T
REVIEWING DEPARTMENT: COMMENTS DUE:
APPLICATION NO: LUA04-105, SA-A
APPLICANT: Patrick Gilro
PROJECT TITLE: Stor-house Self Stora e 2
SITE AREA: 90,801 BUILDING AREA ross: 33,260
LOCATION: 2815 NE 3rd ST I WORK ORDER NO: 77308
SUMMARY OF PROPOSAL: The applicant is proposing Phase II of a self-storage facility located at 2815 NE 3rd Street. The overall
site is 7.7 acres, Phase I encompassed 3.5 acres and was approved under LUA -01-047, SA-A, ECF which inluded environmental
(SEPA) review for the overall site. Phase II will be 2.08 acres with aproximately 37,860 square feet of buildings and requires
administrative site plan review.
A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS
Element of the Probable Probable More Element of the Probable Probable More
Environment Minor Major Information Environment Minor Major Information
Impacts Impacts Necessary Impacts Impacts Necessary
Earth Housing
Air Aesthetics
Water Light/Glare
Plants Recreailon
Land/Shoreline Use Utilities
Animals Transportation
Environmental Health Public Services
Energy/ Historic/Cultural
Natural Resources Preservation
Airport Environment
10,000 Feet
14,000 Feet
B. POLICY-RELATED COMMENTS
C. CODE-RELA TED COMMENTS
We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas where additiona . ~ ation is ne to properly assess this proposal. -
q-\ lQ -()L/
Date
DATE:
TO:
FROM:
SUBJECT:
CITY OF RENTON
FIRE PREVENTION BUREAU
MEMORANDUM
September 14, 2004
Nancy Weil, Planner
Jim Gray, Assistant Fire Marshal n ~JL
Stor-house Self Storage 2, 2815 N1l3rd St.
MITIGATION ITEMS;
1. A fire mitigation fee of$19,687.20 is required based on $.52 per
square foot of the. total buildings square footage.
FIRE CODE REQUIREMENTS:
1. The preliminary fire flow is 3000 GPM, one hydrant is required within
150 feet of the structures and two additional hydrants are required
within 300 feet of the structures.
2. Separate plans and permits are required for the installation of fire
alarm systems if provided. Alarm systems are highly recommended.
Please feel free to contact me if you have any questions.
..
City of Renton Department of Planning / Building / Public Works
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT: r:" ~l", COMMENTS DUE: SEPTEMBER 27, 2004
APPLICATION NO: LUA04-10S, SA-A DATE CIRCULATED: SEPlffVlt?t:.~d"',*v,*A-_
APPLICANT: Patrick Gilroy PROJECT MANAGER: N ~~V J~J1!;\ I~ II ~1 .'f f;:."' R iJ \ 'f Ie ,...,
I' +-' -I PROJECT TITLE: Stor-house Self Storage 2 PLAN REVIEW: Jan lilian II n'
SITE AREA: 90,801 BUILDING AREA (gross): ~ I~~ 3-:i2 . . SEP Y 4 2004 I( J
1..-/
LOCATION: 2815 NE 3rd ST WORK ORDER NO: 7730
_~l~Y OF. nr::~~r I -SUMMARY OF PROPOSAL: The applicant is proposing Phase" of a self-storage facility loca ed at 281!f1X 3rd)St~, ~.the overall
site is 7.7 a~res, Phase I encofTIpassed 3.S a~res and was app~oved un~er LUA -01-047, SA-A, cvr VVI :"".' ",~i~1!rWi~(!'limental
(SEPA) review for the overall site. Phase" Will be 2.08 acres With aprOJomately 37,860 square feet of bUildings and reqUires
administrative site plan review.
A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS
Element of the Probable Probable More Element of the Probable Probable More
Environment Minor Major Information Environment Minor Major Information
Impacts Impacts Necessary Impacts Impacts Necessary
Earth Housinq
Air Aesthetics
Water Light/Glare
Plants Recreation
Land/Shoreline Use Utilities
Animals Transportation
Environmental Health Public Services
Energy! Historic/Cultural
Natural Resources Preservation
Airport Environment
10,000 Feet
14,000 Feet
B. POLICY-RELA TED COMMENTS AJ A
C. CODE-RELA TED COMMENTS J ...;/-/ ~ ~ 0..0 WlWllttl//;) -411t1dtt:/ .
We have revie d this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
am., whom ad it~nat;nfonnaflo , n_d fo properly a"'" /hI' propo"f. ~Ij /01 ..
Date I
<,> • ,
. ...•. :€ljf·'{.OF·RENTON( .. ,.
«, '.: ~,' I < < • .'" ... " ' "', '" " " '., '
,CURRENT·PLANNING··DIVISION.
AFF;JI)AVIT OFSERVleE,BY M~llING' , ' , ,'" ,', .. ,
On the 14th day of September, 2004, I deposited in the mails of the United States, a sealed envelope
containing Notice of Application I Acceptance documents. This information was sent to:
Agencies See Attached
Patrick Gilroy Applicant
Gilroy Family LLC Owner
(Signature of Sende .. ~ .. ~4f;':ttt, .. ..:~\i\SS/O;;·· .. \.~ " : .'o~· ~+." ~ I, STATE OF WASHINGTON ; :'0 ~O1'-4 ~ ... '1\ ~
SS "': t9J.. :;P~ ." ~ ,: .... rn: ~ ,en' ,¢ -C'I). , COUNTY OF KING ) ~ :;. \ (laue j i ~ ~'. "" .. ... I, ~ ":-:;'<'9 .... ~ ,:
I certify that I know or have satisfactory evidence that Patrick Roduin "" 0,1:' •• ••• :9.7 •.. ··(":).'\0 .. :-
signed this instrument and acknowledged it to be his/her/their free and voluntary act fdfttQl1t1§~l.~~ y~\\\~~~ purposes mentioned in the instrument.
Dated: __ q..L..:./....:..,/...:;..';-,,-)_O ....... V_
Notary (Print): ____ ---t:1l'll1:lllM7lnnnrtl'llJ"lDl!-l"F" __________ _
My appointment expires: M1\RiLYN KAMCHEFF
MY APPOINTMENT EXPIRES 6-29-07
Stor-House Self Storage Phase II
LUA04-105,SA-A
template -affidavit of service by mailing
~:. ..... J ••....
Dept. of Ecology *
Environmental Review Section
PO Box 47703
Olympia, WA 98504-7703
WSDOT Northwest Region *
Attn: Ramin Pazooki
King Area Dev. Serv., MS-240
PO Box 330310
Seattle, WA 98133-9710
US Army Corp. of Engineers *
Seattle District Office
Attn: SEPA Reviewer
PO Box C-3755
Seattle, WA 98124
Jamey Taylor *
Depart. of Natural Resources
PO Box 47015
Olympia, WA 98504-7015
KC Dev. & Environmental Servo
Attn: SEPA Section
900 Oakesdale Ave. SW
Renton, WA 98055-1219
Metro Transit
Senior Environmental Planner
Gary Kriedt
AGENCY (DOE) LETTER MAILING
(ERe DETERMINATIONS)
WDFW -Stewart Reinbold * Muckleshoot Indian Tribe Fisheries Dept.
clo Department of Ecology *
3190 160th Ave SE Attn. SEPA Reviewer
Bellevue, WA 98008 39015 _172nd Avenue SE
Auburn, WA 98092
Duwamish Tribal Office * Muckleshoot Cultural Resources Program
4717 W Marginal Way SW *
Seattle, WA 98106-1514 Attn: Ms Melissa Calvert
39015 172nd Avenue SE
Auburn, WA 98092-9763
KC Wastewater Treatment Division· Office of Archaeology & Historic
Environmental Planning Supervisor Preservation*
Ms. Shirley Marroquin Attn: Stephanie Kramer
201 S. Jackson ST, MS KSC-NR-050 PO Box 48343
Seattle, WA 98104-3855 Olympia, WA 98504-8343
City of Newcastle City of Kent
Attn: Mr. Micheal E. Nicholson Attn: Mr. Fred Satterstrom, AICP
Director of Community Development Acting Community Dev. Director
13020 SE 72nd Place 220 Fourth Avenue South
Newcastle, WA 98059 Kent, WA 98032-5895
Puget Sound Energy City of Tukwila
Municipal Liason Manager Steve Lancaster, Responsible Official
Joe Jainga 6300 Southcenter Blvd.
201 South Jackson Street KSC-TR-0431 PO Box 90868, MS: XRD-01W Tukwila, WA 98188
Seattle, WA 98104-3856 Bellevue, WA 98009-0868
Seattle Public Utilities
Real Estate Services
Title Examiner
700 Fifth Avenue, Suite 4900
PO Box 34018
Seattle, WA 98124-4018
Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and
cities will need to be sent a copy of the checklist, PMT's, and the notice of application .•
Also note, do not mail Jamey Taylor any of the notices she gets hers from the web. Only send
her the ERC Determination paperwork.
template -affidavit of service by mailing
,
l -• ----~-------
A Master Application has been flied and accepted with the Development Services Division of the City of Renton.
The following brfeny describes the application and the necessary Public Approvals.
PROJECT NAME/NUMBER: Star-House Self·Storage III LUA04·105, SA-A
PROJECT DESCRIPTION: The applicant Is proposing Phase II of self-storage facmty located at 2615 NE 3rd
Street. The overall slle is 7.7 Bcres, Phasa I encompassed 3.5 acres and was approved under LUA -01-047, SA-A, ECF.
Phase II will be 2.08 acres with aproxlmalely 37.860 square feet of buildings. The overall sile received environmental
review however Ihe phase II sile plan Jay out was nol included. Therefore. this request Is for adminIstrative site plan
review.
PROJECT LOCATION: 2615 NE 3rd 51.
PUBLIC APPROVALS: Site Plan Approval
APPLICANTIPROJECT CONTACT PERSON: Patrick Gilroy tel: (425) 747·1726
Comments on the above application must be submitted in writing to Nancy Well, Project Manager, Development Services
Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on September 27.2004. If you have qUBstions about
this proposal. or wish to be made a party of record and receive additional notification by mail, conlact the Project Manager
at (425) 43()"7270. Anyone who submits written comments wl1l automallcally become a party of record and will be notified
of any decision on this project.
PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION
DATE OF APPLICATION:
NOTICE OF COMPLETE APPLICATION:
DATE OF NOTICE OF APPLICATION:
September 1, 2004
September 13, 2004
September 13, 2004
If you would like to be made a party of record to receive further informatJon on this proposed project. complete this form
end return to: City of Renton. Development Planning, 1055 South Grady Way, Renton, WA 98055.
File Name I No.: Star-House Self-Storage III LUA04-105, SA-A
NAME: __________________________________________________________ ___
ADORE55: ____________________________________________________________ ___
TELEPHONE NO.: _________________________ _
CERTIFICATION
...... , ... ,"'''\\\ .:--...... \t.~~~~ ~tv ~ ~\ ;;;. ···O\llM1SS ... i··."'1A _', .:~ ... V N 0-:: .. "?. I,
;;' 0 ,:" o,,~ ... ~ ~ .•. -v .:-.1. ~ ~ ~ ~
;;.}:.: -<) '. ~, J:!. m ~ , .... .. ~ ........ ;n:" .. ~{t\~ () .... ~:..,.,: ~ O .. ~... ~/C t;:): ~ , •• ~..9. ..., ~ '" ~ •· •. :07 ••... :
I, Derek_ J~ , herebx certify that copies 'b~j.fiN·G';'·O~ .... --:
above document were posted by me in ::::s.. conspicuous places on or ne~)'\'",'''''''''
the described property on ~c.r+c.,., ~er )'1 ( J. OQ '1
Signed:"1n ~ ~Juk
ATTEST: Subscribed~worn before me, a Notary Public, in and ~. e te of -~ ()D
Washington residing ~ , on the 15 'I;..., day o~ c:1Cl2f(
MARILYN KAMCHEFF
MY APPOINTMENT EXPIRES 6--29-07
NOTICE OF APPLICATION
A Master Application has been filed and accepted with the Development Services Division of the City of Renton.
The following briefly describes the application and the necessary Public Approvals.
PROJECT NAME/NUMBER: Stor-House Self-Storage III LUA04-1 05, SA-A
PROJECT DESCRIPTION: The applicant is proposing Phase" of self-storage facility located at 2815 NE 3rd
Street. The overall site is 7.7 acres, Phase I encompassed 3.5 acres and was approved under LUA -01-047, SA-A, ECF.
Phase" will be 2.08 acres with aproximately 37,860 square feet of buildings. The overall site received environmental
review however the phase II site plan layout was not included. Therefore, this request is for administrative site plan
review.
PROJECT LOCATION: 2815 NE 3rd St.
PUBLIC APPROVALS: Site Plan Approval
APPLICANT/PROJECT CONTACT PERSON: Patrick Gilroy tel: (425) 747-1726
Comments on the above application must be submitted in writing to Nancy Weil, Project Manager, Development Services
Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on September 27,2004. If you have questions about
this proposal, or wish to be made a party of record and receive additional notification by mail, contact the Project Manager
at (425) 430-7270. Anyone who submits written comments will automatically become a party of record and will be notified
of any decision on this project.
PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION
DATE OF APPLICATION:
NOTICE OF COMPLETE APPLICATION:
DATE OF NOTICE OF APPLICATION:
September 1, 2004
September 13, 2004
September 13, 2004
If you would like to be made a party of record to receive further information on this proposed project, complete this form
and retum to: City of Renton, Development Planning, 1055 South Grady Way, Renton, WA 98055.
File Name / No.: Stor-House Self-Storage III LUA04-105, SA-A
NAME: ____________________________________________________________________ __
ADDRESS: __________________________________________________________________ __
TELEPHONE NO.: ___________________________ _
Kathy Keolker-Wheeler, Mayor
September 13, 2004
Patrick· Gilroy
Northward
1560 140th Ave NE #100
Bellevue, W A 98005
Subject: Stor-House Self Storage 2
LUA04-105, SA-A
Dear Mr. Gilroy:
CITY JF· RENTON
PlanningIBuildinglPublic Works Department
Gregg Zimmerman P.E.,Administrator
The Development Planning Section of the City of Renton has determined that the
subject application is complete according t() submittal requirements and, therefore, is
accepted for review.
You will be notified if any additional inform~tion·isrequired to continue processing your
application.
Please contact me at (425) 430-7270 if you have any questions.
Sincerely,
Nancy Wei I
Associate Planner
cc: Gilroy Family LLC fOwner
.. -
--------:1-;;-OS-=-:S:-;s:;-o-ut7h-::G::-ra~d;-y-::W7a-y~-R=-e-n-to-n-=, W=-=a-s::-:hi-ng-to-n--:::-:9S""""O..".SS::-------~ * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE
\ '.,
"81.0p41. City of Renton Il'l;O~~p~
LAND USE PERMIT S£P .. ~tvro~NING Ii~ 1200~ .
MASTER APPLICATION C~/"~[)
PROPERTY OWNER(S) PROJECT INFORMATION ,
NAME: Gilroy Family, LLC PROJECT OR DEVELOPMENT NAME:
ADDRESS: 9633 NE 30th Place STOR-HOUSE SELF STORAGE, PHASE II
PROJECT/ADDRESS(S}/LOCATION AND ZIP CODE:
CITY: Bellevue ZIP: 98004 2829 NE 3RD STREET, RENTON 98056
TELEPHONE NUMBER: 425-747-1726, X104
KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S):
"
APPLICANT (if other than owner) 1623059062
NAME: PATRICK GILROY EXISTING LAND USE(S): SELF-STORAGE
COMPANY (if applicable): NORTHWARD PROPOSED LAND USE(S}: SAME
ADDRESS: 1560 140TH AVE NE, #100 EXISTING COMPREHENSIVE PLAN MAP DESIGNATION:
CITY: BELLEVUE ZIP: 98005 EMPLOYMENT AREA --INDUSTRIAL
PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION
TELEPHONE NUMBER 425-747-1726, X102 (if applicable): N/A
CONTACT PERSON EXISTING ZONING: LIGHT INDUSTRIAL (Il)
NAME: SAME AS APPLICANT PROPOSED ZONING (if applicable): N/A
SITE AREA (in square feet): 90,801 S.F.
COMPANY (if applicable):
SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED
FOR SUBDIVISIONS OR PRIVATE STREETS SERVING
ADDRESS: THREE lOTS OR MORE (if applicable): N/A
CITY: ZIP: PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET
ACRE (if applicable): N/A
TELEPHONE NUMBER AND E-MAil ADDRESS: NUMBER OF PROPOSED LOTS (if applicable): N/A
Q:web/pw/devserv/forms/p\anningimasterapp.doc 08/3\/04
PRC~CT INFORMATION (contini 1) ~---------------------,
NUMBER OF EXISTING DWELLING UNITS (if applicable): PROJECT VALUE: . $1 ,490,000
N/A
SQUARE FOOTAGE OF PROPOSED RESIDENTIAL
BUILDINGS (if applicable): N/A
IS THE SITE LOCATED IN ANY TYPE OF
ENVIRONMENTALLY CRitiCAL AREA, PLEASE INCLUDE
SQUARE FOOTAGE (if applicable):
SQUARE FOOTAGE OF EXISTING RESIDENTIAL
BUILDINGS TO REMAIN (if applicable): N/A
SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL
BUILDINGS (if applicable): 37,860 S.F.
SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL
BUILDINGS TO REMAIN (if applicable): N/A
NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if
applicable): 37,860 S.F.
NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE
NEW PROJECT (if applicable): NONE
[J AQUIFER PROTECTIQN AREA ONE
)t:AQUIFER PROTECTION AREA TWO
[J FLOOD HAZAR6 AREA
cj GEOLOGIC. HAZARD
[J HABITAT CONSERVATION
[J SHORELINE STREAMS AND LAKES
[J WETLANDS
LEGAL DESCRIPTION OF PROPERTY
_____ sq.ft.
__ .,--__ sq. ft.
___ ""-'-sq. ft.
____ sq. ft.
____ sq. ft.
(Attach legal description on separate sheet with the following information included)
SITUATE IN THE __ NW_ QUARTER OF SECTION _16_, TOWNSHIP _23N_, RANGE_5E_, IN THE
CITY OF RENTON, KING COUNTY, WASHINGTON.
TYPE OF APPLICATION & FEES
List all land use applications being applied for:
1. ---SITE PLAN APPROVAL-.J.()tJO~ 3.
2. 4.
Staff will calculate applicable fees and postage: $_1,021.09_
AFFIDAVIT OF OWNERSHIP
I, (Print Name/s) __ PATRICK J. GILROY , declare that I am (please check one) x.. the current owner of the property involved in this
application or ____ the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and
answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief.
(Signature of Owner IRe presentative) 66um E. lJlA-Ri~ Notary (Print), ______________ _
11-2.2. -O~
My appointment expires:. __________ _
Q:web/pw/devserv/fonns/planninglmasterapp.doc 09/01104
7
LIST OF SURROUNDING
PROPERTY OWNERS
WITHIN 300-FEET OF THE SUBJECT SITE
City of Renton Development Services Division
1055 South Grady Way, Renton, WA 98055
Phone: 425-430-7200 Fax: 425-430-7231
PROJECT NAME: S~fvr.<-J'6 %t1 S~ e..~ $
APPLICATION NO: tY/-105 ..
The following is a list of property owners within 300 feet of the subject site. The Development Services
Division will notify these individuals of the proposed development
NAME ADDRESS
Q:\WEB\PW\DEVSERV\Forms\Planning\owners.doc08129/03
ASSESSOR'S PARCEL
NUMBER
(Attach additional sheets, if necessary)
NAME ADDRESS
Applicant Certification
ASSESSOR'S PARCEL
NUMBER
I, _____________ -', hereby certify that the above list(s) of adjacent property
(Print Name)
owners and their addresses were obtained from:
Title Company Records
Ki~.~ li County Assessors Records 11 nD .. I "I .IJ... /' CtrO Qf-~ rvuJl..QUt-Vl U().:>(Y-V"
Signed______________ :::D:.!::at~e:..._ _ __'__' __ _
(Applicant)
NOTARY
ATTESTED: Subscribed and sworn before me, a Notary Public, in and for the State of Washington,
residing at on the __ day of , 20 __ 0
Signed, _______________ _
(Notary Public)
-For City of Renton Use-....... , ......... ''''''" ......... ",N KA4t, "" CERTIFICATION OF MAILING _.:-~ ~\,; ••.••• oo •••• 0..(. '"
:: ~""~'E>SION~":~ 't
o "\. : ~ /~~ ".1-.0". ~ '~
I, l' ~(' ~ tz"dl..l i >'\ ,hereby certify that notices of the proposed apfjca~~ ~~.~d' ~
(City Employee) ~ : _._ en: ~
each listed property owner on s./J'Y (cA ~ ell, \ ,oUS UC ,.: ~ i
@ ~'" .~ ... ~ . " /J··· •• e-29 01 .... A..,0: Signed~ Date: 0 ~ ·' .... :, .. ···~0 • .:0-I, A ~ ... ... "\",\ \ ........................ ...
NOTARY
A ~~UbSCribed and sworn before me, a Notary Pub 'c, in and for the State of Washington residing
at 01 tf--tH, on the IOc./}..dayof 20'& -
Q:\ WEB\PW\DEVSERV\Fonns\Planningl,owners.doc 2
ALLEN JIM S
130 GLENWOOD PL NE
RENTON WA 98056
ATIENZA FLORENDO
240 EDMONDS PL NE
RENTON WA 98056
BERMUDEZ JUN
16481 GALAXY DRIVE
WESTMINSTER CA 92683
BYINGTON JAMIE A + FLEMING
2605 NE 2ND ST
RENTON WA 98056
CLEMMONS JOHN PAUL
2708 NE 2ND ST
. RENTON WA 98056
DIX KEVIN R
164 GLENNWOOD PL NE
RENTON WA 98056
FRIEDMAN LORI R+JONATHAN R
ETAL
227 FERNDALE CT NE
RENTON WA 98056
HUI WAYLAND
2600 NE 2ND ST
RENTON WA 98056
KENDALL VANNY TA
107 GLENNWOOD PL NE
RENTON WA 98056
KONG KEVIN CHIV
2630 NE 2ND ST
RENTON WA 98056
ANTONIO JOSELITO+IMELDA A
2601 NE 2ND ST
RENTON WA 98056
BAKER JEFFERSON F
2603 NE 2ND PL
RENTON WA 98056
BRODSKY BENJAMIN D
112 GLENNWOOD PL NE
RENTON WA 98056
CASEBOLT KATHY A
2618 NE 2ND ST
RENTON WA 98056
DHILLON KARAN S
241 FERNDALE AV NE
RENTON WA 98056
DJAMASI QWESI
131 GLENNWOOD PL NE
RENTON WA 98056
GILROY FAMILY LLC
9633 NE 30TH PL
BELLEVUE WA 98004
IVANOV ANDREI
2617 NE 2ND ST
RENTON WA 98056
KIEU TUAN MIKE+HA T
251 FERNDALE CT NE
RENTON WA 98056
LEUNG CYNTHIA+YANG PRISCILLA
152 GLENNWOOD PL NE
RENTON WA 98056
At'OLONIO RODERICK
A+ROXANNE C
233 FERNDALE CT NE
RENTON WA 98056
BARTHELMAN RANDY G+JUNE H
2709 NE 2ND ST
RENTON WA 98056
BUENAFE REGINALD T
260 FERNDALE CT NE
RENTON WA 98056
CHUNG SEA HAl
2725 NE 2ND ST
RENTON WA 98056
DINH VINH DUONG
170 GLENNWOOD PL NE
-RENTON WA 98056
ELLIOTT MARY ANNE
158 GLENNWOOD PL NE
RENTON WA 98056
HAILE SHAUN M
100 GLENNWOOD PL NE
RENTON WA 98056
JOHNSON DENISE M
119 GLENNWOOD PL NE
RENTON WA 98056
KING COUNTY
500A K C ADMIN BLDG
500 FOURTH
SEATTLE WA
LOYOLA ROSANNA V
228 EDMONDS PL NE
RENTON WA 98056
LUU VANTHY
118 GLENNWOOD PL NE
RENTON WA 98056
NG CHUNG SHAN+OI TING
153 GLENNWOOD PL NE
RENTON WA 98056
NGUYEN GIANG B+ TRAN XUAN T
208 EDMONDS PL NE
RENTON WA 98056
NIELSEN DEB.RA+RICHARD G
137 GLENNWOOD PL NE
RENTON WA 98056
RAMASUBRAMANIAM BALAJI
253 FERNDALE AV NE
RENTON WA 98056
ROLAND CALVIN
239 FERNDALE CT NE
RENTON WA 98056
STEWART TOTI +MOSES
TORNESIA L
2629 NE 2ND ST
RENTON WA 98056
TOMOIAGA VIOLER+ANA
268 FERNDALE AV NE
RENTON WA 98056
VU HIEN THI K
215 FERNDALE CT NE
RENTON WA 98056
LY SIV K+ZHU SHUXIAN
2609 NE 2ND PL
RENTON WA 98056
NGUYEN DU VINH
221 FERNDALE CT NE
RENTON WA 98056
NGUYEN HUNG P+LIEN'T
2615 NE 2ND PL
RENTON WA 98056
OLSEN ROGER W
222 EDMONDS PL NE .
RENTON WA 98056
RHOADS JEROME W
176 GLENNWOOD PL iNE
RENTON WA 98056
SHINODA HITOSHI
113 GLENNWOOD PL NE
RENTON WA 98056
-,
STROUD STEVEN A+JULIE A
2703 NE 2ND ST
RENTON WA 98056
TRAN TUAN DINH
262 FERNDALE AV:NE
RENTON WA 98056
WHITMAN DANIEl R
106 GLENNWOOD. PL NE
RENTON WA 98056
MA KENT KWAN
2612 NE 2ND ST
RENTON WA 98058
"., . -.. --.. l.i~ •
NGUYEN DUC XUAN+NGA THI
2624 NE 2ND ST
RENTON WA 98056
. NGUYEN THANH
2611 NE 2ND ST
RENTON WA 98056
QUADRANT CORPORATION
PO BOX 130
BELLEVUE WA 98009
RIVERA NENNETTE
2370 CORPORATE CIR #160
HENDERSON NV 89074
SHUTE CHARLES R
218 FERNDALE CT NE
RENTON WA 98056
SUTER AMY C
2726 NE 2ND ST
RENTON WA 98056
TUCCI DEREK C+CHRISTINE M
2715 NE 2ND ST
RENTON WA 98056
ZMUDA MACIEJ J+RENATA K
2635 NE 2ND ST
RENTON WA 98056
/ 57
y: .3t"J -
Parcel nAn:
lots 1 through 4, indusivL. .-1 City of Renton Short Plat No. LUA-02-06.-.. ...t-tPl, entitled: Stor-
House Self Storage and Office Short Plat, acco~ding to plat recorded December 17, 2002 under
Recording No. 20021217900004, in King County, Washington •
. Parcel "6":
A ncin-exdusive easement for Ingress and egress as delineated on aty of Renton Short Plat No.
LUA-02-Q65-SHPl, entitled: Stor-House Self storage and Office Short Plat, according to plat
recorded December 17, 2002 under Recording No. 20021217900004, in King County,
Washington.
APN: 162305-9142-00,162305-9143-09
APN: 162305-9144-08, 162305-9062-06
FII'St American Title
'.' "'-~::': _ ...... "~"".'. .'
Project Narrative
Stor-House Self Storage, Phase II --Renton, Washington
• Project Name:
Project Size:
Location of Site:
• Current zoning:
Surrounding zoning:
• Current use: "
• Special site features:
Stor-House Self Storage (phase II),
The total site area for Phase II is approximately 2.08 acres.
The project is located on the south side of NE 3n1 /NE 4th
Streets, east of the intersection with Edmonds Avenue NE;
2829 NE 3rd St, in Renton, WA.
Industrial -Light (IL)
North: Residential Millti-Family Infill (Across NE 3rd /NE
4th Street)
South: Residential 10 du/ ac
East: Industrial -Light
West: Residential 10 dulac
Phase I of the site is currendy operating as a self storage
facility. Proposed Phase II will add approximately 37,860
square feet of self-storage space to the existing business. The
lot on which Phase II is proposed to be constructed is
currendy vacant, graded dirt with no trees or major vegetation
(except for grasses and the required landscaping, as shown on
the attached plan).
Special site features include the site's location, size and
topography. The location is a prominent one in the Renton
Highlands neighborhood and currendy offers easy-access
self-storage to people from the neighborhood and all over
Renton.
Of the overall 7.7 acres that make up the site, roughly 3.5
acres have already been developed into self storage (phase I).
Phase II will expand" the development onto an additional 2.08
acres ofland and will add approximately 37,860 square feet of
storage space to the existing business. The remaining 2.12
acres is planned to be developed as commercial office space
as a sub-phase of Phase I, when the market for commercial
office returns.
The topography will allow a new development to be built
adjacent to NE 3 rd /NE 4th Streets with litde visual impact.
Further, the site's topography and southward orientation
provides opportunities for substantial westerly and southerly
Vlews.
• Soil type and Drainage: The site is underlain by medium dense to dense fill. The £ill
- 1 -8/30/2004
consists of silty sand With gravel (Unified Classification(SM).
The borings for the environmental studies indicate the fill is
four (4) to fifty (50) feet deep at the locations explored and is
dense to very dense. ;Please refer to the copies of soils
reports included with the original Phase I submittal (LUA-01-
047) and outlined in the SEP A Checklist.
The original in-situ soils are well draining, with an average
infiltration rate of 24.5 inches/hour. An infiltration
stonnwater detention vault has already been constructed to
serve both Phase I and Phase II.
• Proposed property use: Phase II of this application proposes the construction of 7.
separate buildings of various sizes. The buildings will be used
as self-storage facilities. Phase I of the development included
the construction of two entrances and exits on NE 3n1 /NE
4th Street. The westerly entrance is currendy intended for
emergency use only.
In Phase II, the approximate building heights on site will
range from 13' to 16'. The approximate square footage of the
self-storage buildings will range from 3,280 square feet up to
6,750 square feet.' The approximate lot coverage in Phase II
will be 70%. Phase II will provide 11 parking stalls located
within the driveway isles of the development. '
• Off-site improvements: Off-site improvements were fully constructed during Phase I
of the project. :
• Construction Costs: $1,200,000 (phase II only)
• Est. fair market value: $1,490,000 (phase II only)
• Quantity and type of fill: At this point in the design process it is estimated the project
will require some fill to raise the existing elevation to
subgrade for building pads and utilities. However, the
amount of material should not exceed 1,500 cubic yards. If,
indeed, such fin is required, we will submit a fill source
statement at that time.
• Trees to be removed: None.
• Land dedication: None.
-2-8/30/2004
,,-'"
/
• Proposed job shacks: The site will have a construction trailer during the
construction of the development.
• Signage: No signage will be added during this phase of the project.
• Landscape, Lot Coverage and Parking Analysis:
o Total Site Area:
o Total Bldg Sq Ft:
o Sq Ft of Bldgs:
o % Lot Coverage:
o Parking:
o Landscaping:
The total site are of the lot (Lot 4 of City of Renton
Short Plat No. LUA-02-065) to be developed as
Phase II is 90,801 square feet.
The total building square footage to be added is
37,860
L -6,705 s.f.
M -6,750 s.f.
N -6,375 s.£.
P -6,750 s.f.
Q -3,400 s.f.
R -3,280 s.f.
S -4,600 s.f.
The percentage of the Lot 4-that is covered by
buildings is 42% .
The code requires 1 stall per 3,500 s.f; 11 parallel
parking stalls, 9' x 23', are provided. The required
number of handicapped parking spaces were
previously added during Phase I. .
Approximately 6,300 square feet of the lot has been
landscaped per the landscaping plan, approved in
conjunction with Phase I of this project.
-3 -8/30/2004
-ENVIRONMENTAL CHECKLIS_
A. BACKGROUND
1. Name of proposed project, if applicable:
Stor-House Se/fStorage, Phase II
2. Name of applicant:
Northward Properties
3. Address and phone number of applicant and contact person:
Applicant: .
Attn: Patrick Gilroy
Northward Properties
1560-14o'h Avenue NE, #100
Bellevue, WA 98005
(425) 747-1726
email: patrick@northward.com
4. Date checklist prepared:
August 30, 2004
. 5. Agency requesting checklist:
City of Renton
Planning Department
Contact Person:
SAME AS APPLICANT
6. Proposed timing or schedule (including phasing, if applicable):
Construction is proposed to start late Summer / early Fall of 2004 subject to the approval process.
Construction of Phase II will take place over the next two to five years.
7. Do you have any plans for future additions, expansion, or further activity related to or
connected with this proposal? If yes, explain.
Yes. Approximately 88,800 SF of the site (Lots 1 and 2 of the Short Plat, LUA-02-065) has been set-
aside for a "sub-phase" of Phase I of this project. This sub-phase is anticipated to consist of
commercial office space, but is dependant on the market demand.
RENTON w St(lr-HoU'< 1'1i.2 _w Site Plan SEP!\.doc; 8f3u:'i'iLt: Pag.e: 1
8. List any environmental information you know about that has been prepared, or will be
prepared, directly related to this proposal.
Requ~sted by others: Geotechnical Engineering Study (12/14/98) Prepared by: Geotech
Consultants, Inc. '
Site Investigation Report (7/25/00) Prepared by: Kleinfelder Inc.
Geotechnical Engineering Study Update (2/26/01) Prepared by: Earth Consultants, Inc.
Infiltration Testing and Slope Recommendations (3/29/01) Prepared by: Earth Consultants, Inc.
Update to original Geotechnical Study (8/30/04) Prepared by: Earth Consultants, Inc.
9. Do you know whether applications are pending for governmental approvals of other proposals
directly affecting the property covered by your proposal? If yes, explain.
I
Not to our knowledge.
10. List any government approvals or permits that will be needed for your proposal, if known.
Site Plan Approval
Building Permits
Grading Permits
Other Customary Permits.
11. Give a brief, complete description of your proposal, including the proposed uses and the size of
the project and site. There are several que~tions later in this checklist that ask you to describe
certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead
agencies may modify this form to· indude additional specific information on project
description.)
Phase I of this application proposed the construction of 11 separate buildings of various sizes. The
buildings have been constructed and used as self-storage facilities for over a year.
In Phase II, the approximate building heights on site will range from 16' to 13 '. The approximate
square footage of the self-storage buildings will range from 3,280 squarefeet up to 6,750 squarefeet.
The approximate lot coverage in Phase II will be 70%. The development will provide 11 parking
stalls :
12. Location of the proposal. Give sufficient information for a person to understand the precise :
location of your proposed project, including a street address, if any, and section, township, and
range, if known. If a proposal would occur over a range of area, provide the range or,
boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic:
map, if reasonably available. While yo~ should submit' any plans required by the agency, you
are not required to duplicate maps or ,detailed plans submitted with any permit applications,
related to this checklist. :
The site is located north of Maple Valley Highway, south of NE 3rd/NE 4th Street, east of Mt. Olivet
cemetery and west of the King County shops in the City of Renton. A legal description is attached
hereto and incorporated by reference. '
RENTON -SWl'-lloU'-, i'1l,2 --Site Plan SEPA.doc; 8!30::0 i)}: Page: 2
13. Does the proposal lie with an area designated on the City's Comprehensive Land Use Policy
Plan map as environmentally sensitive?
No, the proposed project is within the Aquifer Protection Zone 2.
B. ENVIRONMENTAL ELEMENTS
1. Earth
a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous
other ___ .
The majority of the site is gently sloping, while the south and west perimeter of the site contains
steeper slopes.
b. What is the steepest slope on the site (approximate percent slope)?
The steepest slope is ± 25%.
c. What general types of soils are found on the site (for example, clay, sand, gravel, peat,
muck)? If you know the classification of agricultural soils, specify them and note any prime
farmland.
Please refer to the Geotechnical reports, listed below, that have been preparedfor this property:
Requested by others: Geotechnical Engineering Study (12/14/98) Prepared by: Geotech
Consultants, Inc.
Site Investigation Repor.t (7/25/00) Prepared by: Kleinfelder Inc.
Geotechnical Engineering Study Update (2/26/01) Prepared by: Earth Consultants, Inc.
Infiltration Testing and Slope Recommendations (3/29/01) Prepared by: Earth Consultants, Inc.
Update to original Geotechnical Study (8/30/04) Prepared by: Earth Consultants, Inc.
d. Are there surface indications or history of unstable soils in the immediate vicinity? If so,
describe.
Not to our knowledge.
e. Describe the purpose, type, and approximate quantities of any filling or grading proposed.
Indicate source of fill.
Some fill may be needed to bring the eXisting grade level up to subgrade elevation for
construction of building pads and utilities. The amount offill will not likely exceed 1,500 cubic
yards.
f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe.
Erosion could occur as a result of denuded soil during and immediately following storm events.
RENTON -S(ol'-Ilousc 1',2 --Site Plan SEPA.doc; 8!3U20(;,: Pag.e: 3
g. About what percent of the site will be: covered with impervious surfaces after project
construction (for example, asphalt or buildings)?
Approximately 1.47 acres of the site is anticipated to be covered with impervious surfaces after
construction.
h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: .
2. Air
A temporary erosion and sedimentation control (I'ESCP) plan will be prepared for both phases
of the project and implemented prior to commenceme~t of constructiOn activities. During
construction erosion control measures may include any of the following: siltation fence, .
temporary siltation ponds and other measures which may be used in accordance with
requirements of the City. At completion of the project, permanent measures' will include
stormwater runoff detention and water quality facilities as required.
a. What types of emissions to the air would result from the proposal (i.e., dust,automobile,
odors, industrial wood smoke) during construction and when the project is completed? If
any, generally describe and give approximate quantities if known. I ,
During construction, there will be in~reased exhaust and dust particle emISSIOns. After
construction, the principle source of emissions will be from the automobile traffic that uses the
site.
b. Are there any off-site sources of emissions or odor that may affect your proposal? . If so,
generally describe.
Off-site sources of emissions or C!dors. are those typical of the mixed-use neighborhoods that
surround this site, such as automobile emissions from traffic on adjacent roadways and fireplace
emissions from nearby homes. .
c. Proposed measures to reduce or controol emissions or other impacts to air, if any:
Construction impacts will not be significant and can be controlled by several methods: watering
or using dust suppressants on areas of exposed soils, washing truck wheels before leaving the
site, and maintaining gravel construction entrances.
Automobile and other emission standards are regulated by the State of Washington. The site has:
been included in a "No Burn Zone" by the Puget Sound Air Pollution Control Agency, which'
went into effect on September 1, 1992.' No land clearing fires would be permitted on-site, nor in :
the surrounding neighborhood in accordance with the regulation. .
RENTON -Stor-[ lnu, .. " '2 --Site Plan S[:PA.do,,; 8!30COP·!: :Pagc: <1
3. Water
a. Surface:
1) Is there any surface water body on or in the immediate vicinity of the site (including
year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe
type and provide names. If appropriate, state what stream or river it flows into.
No.
2) Will the project require any work over, in, or adjacent to (within 200 feet) the
described waters? If yes, please describe and attach available plans.
Not applicable.
3) Estimate the amount of fill and dredge material that would be placed in or removed
from surface water or wetlands and indicate the area of the site that would be affected.
Indicate the source of fill material.
Not applicable.
4) Will the proposal require surface water withdrawals or diversions? Give general
description, purpose, and approximate quantities if known.
There will be no surface water withdrawals or diversions. Please refer to the preliminary
drainage plan.
5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan.
No.
6) Does the proposal involve any discharges of waste materials to surface waters? If so,
describe the type of waste and anticipated volume of discharge.
No, a public sanitary sewer system has been installed to serve the site.
b. Ground:
1) Will ground water be withdrawn, or will water be discharged to ground water? Give
general description, purpose, and approximate quantities if known.
No groundwater will be withdrawn, public water mains have been installed as part of the
site construction. Storm water is infiltrated on-site, through the native soils after the water
has been treated for the removal of sediment and petroleum products.
RENTON -Sltlr-f lo!,,,, ; '1:.2 --Site Plan SEPi\,doc; 8/3u'.'.I\::. Page: 5
2) Describe waste material that will ~e discharged into the ground from septic tanks or
other sources, if any (for example: Domestic sewage: industrial, containing the
following chemicals .... ; agricuItur~l; etc.). Describe the general size of the system, the
number of such systems, the number of houses to be served (if applicable), or the
number of animals or humans thesystem(s) are expected to serve.
The site is served by sanitary sewers. There' will be no waste material discharged to the
ground from the site. Post-construction storm water runoff from roadways, office buildings
and self-storage bUildings will be collected within drainage facilities which will settle out
and/or separate automobile petroleum and other waste materials to acceptable levels before
being infiltrated into the native soils on-site. The' on-site infiltration vault was designed to
handle the stormwater runoff from both Phase I and II. Requirements for water quality and
runoff rate control will be met. '
c. Water Runoff (including storm water):
1) D.escribe the source of runoff (including storm water) and method of collection·
and disposal, if any (include quantities, if known). Where will this water flow? .
Will this water flow into other waters? If so, describe.
Stormwater runoff will result from roadways and other impervious surfaces. The run-:
off will be collected and routed to the infiltration vault located on-site, treated for:
sediment and petroleum reri!0val, then infiUrated through the on-site native soils. The
on-site infiltration vault ~as designed to handle the storm water runoff from both
Phase I and II. Requirements for water quality, and runoff rate control will be met.
Overflow from this system will be connected to the downstream storm system.
2) Could waste materials enter ground or surface waters? If so, generally describe. ,
This would be very unlikelY. The only materials that could enter ground or surface
waters would be those associated with automobile discharges and yard and garden
preparations. '
d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any:
A City approved storm drainage system was designftd to handle Phase I and II of the project and
implemented in order to mitigate any adverse impacts from storm water runoff. The system will
include temporary erosion control barriers during site construction, and permanent storm water
collection/treatment facilities soon after beginning site construction. This permanent system will
ensure that prior to the infiltration of stormwater into the native soils, the system will have
significantly reduced the potential impacts to ground and surface waters.
RENTON -St(lr-Housl: ('I .. '. .-Site Plan SEPA.doc; 8i30i2()i:!.!~ P~\ge: 6
4. Plants
a. Check or underline types of vegetation found on the site:
deciduous tree: alder, maple, aspen, other:
evergreen tree: fir, cedar, pine, other:
shrubs
l grass
pasture
wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other
water plants: water lily, eelgrass, milfoil, other:
other types of vegetation:
h. What kind and amount of vegetation will he removed or altered?
70% of the existing vegetation will be removed during the construction of Phases II All
landscaped vegetation will remain untouched.
c. List threatened or endangered species known to be on ·or near the site.
None to our knowledge.
d. Proposed landscaping, use of native plants, or other measures to preserve or enhance
vegetation on the site, if any:
Certain areas throughout the site have been landscaped with native species in the effort to
enhance the vegetation on site and to diminish the impact of the site construction. Please refer to
the Approved Landscaping Plan, a copy of which was submitted with this application.
5. Animals
a. Underline any birds and animals which have been observed on or near the site or are
known to be on or near the site:
birds: hawk, heron, eagle, songbirds, other: crows and miscellaneous small birds
mammals: deer, bear, elk, beaver, other: squirrels, chipmunks, raccoons
fish: bass, salmon, trout, herring, shellfish, other: None
h. List any threatened or endangered species known to be on or near the site.
None to our knowledge.
c. Is the site part of a migration route? If so, explain.
The site is part of the Pacific Fly Way.
RENTON -S((l!'-llou< i'l ~ --Site Plan SEPA,doc; 8i30:.;n,,; P:Ig.C: 7
d. Proposed measures to preserve or enhance wildlife, if any:
I
Certain areas throughout the site have been landscaped with native species in the effort to
enhance the vegetation on site and to diminish the impact of the site construction. Please refer to
the Approved Landscaping Plan, a copy of which was submitted with this application. Existing
vegetation and landscaping will be retain~d as much as possible.
6. Energy and Natural Resources
a. What kinds of energy (electric, natur~l gas, oil, wood stove, solar) will be used to meet the
completed projectis energy needs?: Describe whether it will be used for heating,
manufacturing, etc.
Electricity will only be needed to serve Phase II with lighting -No heat will be used for any
buildings in Phase II. Electrical energy ,is immediately available to the site.
b. Would your project affect the potential use of solar energy by adjacent properties? If so,
generally describe.
No.
c. What kinds of energy conservation features are included in the plans of this proposal: List ,
other proposed measures to reduce 0,1" control energy impacts, if any:
The requirements of the Uniform Building Code and the State Energy Code will be incorporated
into the construction of the buildings. Energy conserving materials and fixtures are encouraged
in all new construction. '
7. Environmental Health
a. Are there any environmental health hazards, including exposure to toxic clilemicals, risk of
fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal?
If so, describe.
The project will not generate any environmental health hazards.
1) Describe special emergency services that might be required.
None to our knowledge.
RENTON -Stor-Ilo\l<',; : ':, :2 --Sile Plan SEPA.doc; 8/30i:20i!:1. Page: 8
2) Proposed measures to reduce or control environmental health hazards, if any:
There are no on-site environmental health hazards known to exist today nor are there any
that will be generated as a direct result of this proposal.
b. Noise
1) What types of noise exist in the area which may. affect your project (for example:
traffic, equipment, operation, other)?
The main source of off-site noise in this area originates from the vehicular traffic present on
NE 3rd StreetlNE lh Street.
2) What types and levels of noise would be created by or associated with the project on a
short-term or a long-term basis (for example: traffic, construction, operation, other)?
Indicate what hours noise would come from the site.
Short-term noise impacts will result from the use of construction and building equipment
during site development and home construction. These temporary activities will be limited
to normal working hours.
Long-term impacts will be those associated with the increase of activity on the site;
additional traffic and noise associated with the use of the self-storage facility and office
buildings will occur in the area.
3) Proposed measures to reduce or control noise impacts, if any:
Building construction will be done during daytime hours. Construction equipment will be
equipped with mujjler devices and idling time should be kept at a minimum.
8. Land and Shoreline Use
a. What is the current use of the site and adjacent properties?
The site is currently vacant.
North: Multi-family residential, gas station.
East: King County Medical Clinic, King County Shops, King County Transfer Station.
South: R-10, Liberty Ridge Development
West: R-10, Liberty Ridge Development
b. Has the site been used for agriculture? If so, describe.
Not to our knowledge.
c. Describe any structures on the site.
None.
RENTON -Shlr-Iluw, 1':":2 --Site Plan SEPA,doc; 8;:~O.:'ilf!,1: Page: 9
d. Will any structures be demolished? If S9, what?
Not applicable.
e. What is the current zoning classification of the site?
The current zoning is IL
f. What is the current comprehensive plan designation of the site?
Employment Area -Industrial
,
g. If applicable, what is the current shoreline master program designation of the site?
Not applicable.
h. Has any part of the site been classified as an "environmentally sensitive" area? If so,
specify.
No, the proposed project is within the Aquifer Protection Area Zone 2.
i. Approximately how many people would reside or work in the completed project?
Unknown at this time.
j. Approximately how many people w~uld the completed project displace?
None.
k. Proposed measures to avoid or reduce displacement impacts, if any:
Not applicable.
l. Proposed measures to ensure the :proposal is compatible with existing and projected laqd
uses and plans, if any:
The proposal is consistent with current City of Renton Comprehensive Plan goals and policies.
9. Housing
a. Approximately how many units would be provided, if any? Indicate whether high, middle,
or low-income housing.
Not Applicable.
RENTf)N· Stor-Ilou'·. i'h.~ •• Site Plan SEPA.doc; 8i30i::'ii\!.1: Pag.e: 10
b. Approximately how many units, if any, would be eliminated? Indicate whether high,
middle, or low-income housing.
None.
c. Proposed measures to reduce or control housing impacts, if any:
Not applicable.
10. Aesthetics
a. What is the tallest height of any proposed structure(s), not including antennas; what is the
principal exterior building material(s) proposed?
The height of the tallest building will be approximately 16'. The exterior of the self-storage units
will be concrete modular units (eMU) and metal.
b. What views in the immediate vicinity would be altere~ or obstructed?
None.
c. Proposed measures to reduce or control aesthetic impacts, if any:
The buildings will be of a scale and size to be compatible with the surrounding neighborhood.
Landscaping has been installed to provide an additional visual buffer.
11. Light and Glare
a. What type of light or glare will the proposal produce? What time of day would it mainly
occur.
Light and glare will originate from exterior lighting. Light will also be produced from vehicles
using the site. These impacts would occur primarily in the evening and before dawn.
b. Could light or glare from the finished project be a safety hazard or interfere with views?
No.
c. What existing off-site sources of light or glare may .affect your proposal?
The only offsite source of light and glare are from vehicles and street lighting from the adjacent
streets and the surrounding neighborhood.
RENT()N -Swr-! k. PIi.:2 --Site Plan S[PA.duc; 8~O>"I·L Page: II
d. Proposed measures to reduce or controlli~ht and glare impacts, if any:
Street lighting, when deemed necessary, w~ll be installed in a manner that directs the lighting
downward.
12. Recreation
a. What designated and informal recreational opportunities are in the immediate vicinity?
There are several designated and informal recreational opportunities in the vicinity, Windsor
Hills Park is to the north of the site and the Cedar River Park is located to the south.
b. Would the proposed project displace any existing recreational uses? If so, describe.
No.
c. Proposed measures to reduce or control impacts on recreation, including recreational
opportunities to be provided by the project or applica~t, if any?
Not Applicable.
13. Historic and Cultural Preservation
a. Are there any places or objects listed on, or proposed for, national, state, or local
preservation registers known to be on or next to the site? If so, generally describe.
No.
b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or
cultural importance known to be on ~r next to the site.
None.
c. Proposed measures to reduce or control impacts, if any:
Not applicable.
14. Transportation
a. Identify public streets and highways serving the site, and describe proposed access to the
existing street system. Show on site: plans, if any.
Primary access to the site will be provided from NE 3rdINE lh Street. Two entrances. Westerly
access right in/right out only.
RENTON -5((11'-110\1<;, l·i;.~2 --Site Plan SEPA.doc; 8!JOcoo.l; Page: 12
b. Is the site currently served by public transit? If not, what is the approximate distance to
the nearest transit stop?
Yes, there is public transit service on NE 3rdiNE lh Street. The nearest bus stop is 100 feet from
the intersection ofNE 3rdINE lh Street and Edmonds Avenue NE.
c. How many parking spaces would the completed project have? How many would the
project eliminate? .
The project will not eliminate any parking spaces. Phase I of the project created approximately
26 parking spaces including 1 h.andicapped, Phase II will add 11 parking spaces to the site.
Parking will meet City requirements for storage facilities.
d. Will the proposal require any new roads or streets, or improvements to existing roads or
streets, not including driveways? If so, generally describe (indicate whether public or
private).
The proposal will create internal access to. all of the office buildings and storage units. The
proposal will not require any improvements to existing ro~ds or streets along the frontage.
e. Will the project use (or occur in the immediate vicinity of) water, rail, or air
transportation? If so, generally describe.
No.
f. How many vehicular trips per day would be generated by the completed project? If
known, indicate when peak volumes would occur.
Maximum traffic per contract rezone -680 daily trips
Trip Generation -Office Building:
Self-Storage Building:
Phase I:
11 daily trips per 1000 square feet
2.5 daily trips per 1000 square feet
Office Building: (31, 1965F/1000) X 1 1 = 341 daily trips
Self-Storage: (63,028SF/1000) X 2.5 = 157 daily trips
Total daily trips for Phase I: 498 daily trips
Phase II:
Self-Storage: (37, 680SF/1000) X 2.5 = 95 daily trips
. Phase I and II total daily trips: 593 daily trips
g. Proposed measures to reduce or control transportation iinpacts, if any:
The western entrance along NE 3rd Street, not yet being used, limits ingress and egress to right
turns only. The eastern entrance/exit allows departing vehicles to make a left turn to leave the
site, and there is room for vehicles to the queue in the center turn lane.
RENTON -Stor-floy·., ;':1.2·-Site Plan Sr:PA.doC'; 8i3()~'n!\!; Page: U
15. Public Services
a. Would the project result in an increased need for public services (for example: fire
protection, police protection, health care, schools, other)? If so, generally describe.
The need for public service such as fire, health, and police protection will be typical of
self-storage projects of this size. ;
b. Proposed measures to reduce or contro~ direct impacts on public services, if any.
The roads and buildings will be constructed to meet all applicable standards and codes of the
City and the Uniform Building Code. A¢cess to the site will be obtained from a public streets.
The proposed businesses will contribute ~o the local tax base and provide additional tax revenue
for the various public services.
16. Utilities
a. Underline utilities currently available at the site:
electricity. natural gas, water, refuse service, telephone" sanitary sewer, septic system, other.
All utilities are available to the site through a proper extension of services. Extension of services
will be the developers' responsibility. '
b. Describe the utilities that are proposed for the project, the utility providing tlile service, and
the general construction activities on the site or in the immediate vicinity which might be
needed.
Electricity will be provided by Puget Sound Energy
Water Service will be provided by the City of Renton
Sanitary Sewer will be provided by The City of Renton
Telephone Service will be provided by:Qwest
c. SIGNATURE
Signature:
The above answers are true and complete to the best of my knowledge. I understand that the lead
agency is relying on them to make its deci~ion.
",",*~::.....;.~,...q;;......,.+-_-_-":::_ -, ate Submitted: August 30, 2004
RENTON -S(ot'-I k,<' I'll,:! --Site Plan SEPt\,doc; 83(; JliJ-l; Page: 14
68/31/2664 11:36 4257460860 EARTH CONSULTANTS
August 31, 2004
Northward
1560 -14011\ Avenue Northeast, Suite 100
Bellevue, Washington 98005
Attention:
Subject:
References:
Dear Mr. Gilroy:
Mr. Patrick Gilroy
Geotechnical Engineering Study Update
Storehouse
2880 Northeast Third Street
Renton; Washington
Earth Consultants, Inc.
1, Final Report -Grading and Erosion Control
E-8307-5, dated November 12. 2001
2. Infiltration Testing and Slope Recommendations
E-8307.4, dated May 25, 2001
3. Geotechnical Engineering Study
E-8307-3, dated September 7. 1999
PAGE 02/62
EStabli~hed 1975
As requested, Earth Consultants, Inc. (Eel) is providing an, update to our referenced
geotechnical engineering study (GES). Eel previously provided the referenced letters for
infiltration vault and slope construction and provided geotechnical services during the grading
of the site and construction of Phase 1 of the project.
Eel understand Phase 2 construction is now proposed. Based on our observations during the
grading of the site, the recommendations provided in our referenced GES and letters is
applicable to Phase 2 of the construction.
ECI appreciates this opportunity to be of service to you. If you have any questions, or if we
can be of further assistance, please call.
Respectfully submitted,
EARTH CONSULTANTS, INC.
~~
Kristina M. Weller, P.E. '.
Project Manager
r<MW/ddw
1805138th Place N.E., Suite 201. Bellewe, WA 98005
Bellevue (425) 643-3780 FAX (425) 746·0860 Toll Free (SSS) 739-6610
Other Locations
Fife
CONSTRUCTION MITIGATION DESCRIPTION
Stor-House Self Storage, Phase II
I. PROPOSED CONSTRUCTION DATES
Grading will start late Summer 2004. The road and utilities will start shortly thereafter with
building construction to follow.
II. HOURS OF OPERATION
7:00 am to 6:00 pm -Monday through Friday
III. PROPOSED HAULINGffRANSPORTATION ROUTES
All equipment, materials and laborers will enter the site ,off ofNE 3rd Street.
IV. MEASURES TO BE IMPLEMENTED TO MINIMIZE DUST, TRAFFIC AND·
TRANSPORTATION IMPACTS, MUD, NOISE AND OTHER NOXIOUS
CHARACTERISTICS.
08/31/04
• Dust Best management practices will be used to minimize dust on the project site. Water
trucks or metered fire hoses will be used as needed to wet down the areas used by
construction equipment. Disturbed slopes will be hydroseeded per the
Erosion/Sedimentation Control Plan to control dust.
• Traffic
During site infrastructure and building construction, the traffic entering and leaving the
site will consist of subcontractors and deliveries. When arriving for work, the
subcontractors will be traveling opposite the traffic on NE 3rdStreet, and materials are
primarily delivered at off peak hours during the day. None of these operations are
anticipated to have a significant impact on the peak or non-peak hour in the area.
• Transportation Impacts
Access for construction of the project will be located on NE 3rd Street, but as stated above
will not have a significant impact on traffic.
• Mud In keeping with state law, any vehicle with deposits of mud, etc. on the vehicle's body,
(fender, undercarriage, wheels or tires) will be cleaned of such material before the
operation of the vehicle on a paved public highway. In addition a street sweeper will also
be used as necessary to remove any deposits from the roadways.
• Noise
All Construction equipment will have approved mufflers. Impacts from noise are
expected to be minimal. The hours of operation will be 7:00 am to 6:00 pm.
Form No. 14
SubdMsion Guarantee
Guarantee No.: 4209-444972
DEVELOPMENT
CITY OF RE~~~N/NG
Issued by ,
First American Title Insurance Company
2101 Fourth Avenue, Suite 800, Seattle, WA 98121
Title Officer: Shari Workman
Phone: (253) 471-1234
FAX: (253) 671-5808
Rrst Ameriam TItle
5EP -f 200~
RECeIVED
Form No. 14
Subdivision Guarantee (4-10-75)
First American
Developer Services
Fax No. (253) 671-5802
Shari Workman
(206) 615-5834
sworkman@firstam.com
SUBDMSION GUARANTEE
Guarantee No.: 4209-444972
Page No.: 1
First American Title Insurance Company
2101 Fourth Avenue, Suite 800
Seattle, WA 98121
Phn -(253) 471-1234 (800) 238-8810
Fax -(253) 671-5808
UABILI1Y $ 1,000.00 ORDER NO.: 4209-444972
FEE $
I 300.00 TAX $ 26~40
First American Title Insurance Company
a Corporation, herein called the Company
Subject to the Liability Exclusions and limitations set forth below and in Schedule A.
GUARANTEES
Northward H~mes, Inc.
herein called the Assured, against loss not exceeding the liability amount stated above which the Assured
shall sustain by reason of any incorrectness in the assurances set forth in Schedule A.
UABILI1Y EXCLUSIOt:JS AND UMITA110NS
1. No guarantee is given nor liability assumed with respect to the validity, legal effect or priority of
any matter shown therein.
2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the
Assured because of reliance upon the assurance herein set forth, but in no event shall the
Company's liability exceed the liability amount set forth above.
3. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence
as may be required when subdividing land ~ursuant to the provisions of Chapter 58.17, R.C.W.,
and the local regulations and ordinances adopted pursuant to said statute. It is not to be used
as a basis for closing any transaction affecting title to said property.
Dated: August 24,2004 at 7:30 A.M.
I
first American Tttle
/ .......
Form No. 14
SubdMsion Guarantee (4-10-75)
SCHEDULE A
The assurances referred to on the face page are:
A. Title is vested in:
Gilroy Family, L.L.C., a Washington Umited Uability Company
Guarantee No.: 4209-444972
Page No.: 2
B. That according to the Company's title plant records relative to the following described real
property (including those records maintained and indexed by name), there are no other
documents affecting title to said real property or any porition thereof, other than those shown
below under Record Matters.
The following matters are excluded from the coverage of this Guarantee:
1. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the
Issuance thereof •.
2. Water rights, claims or title to water.
3. Tax Deeds to the State of Washington.
4. Documents pertaining to mineral estates.
DESCRIPTION:
Parcel "A":
Lots 1 through 4, inclusive, of City of Renton Short Plat No. LUA-02-065-SHPL, entitled: Stor-
House Self Storage and Office Short Plat, acco~ding to plat recorded December 17, 2002 under
Recording No. 20021217900004, in King County, Washington.
Parcel "Bn:
A nrin-exclusive easement for ingress and egress as delineated on City of Renton Short Plat No.
LUA-02-065-SHPL, entitled: Stor-House Self Storage and Office Short Plat, according to plat
recorded December 17, 2002 under Recording No. 20021217900004, in King County,
Washington.
APN: 162305-9142-00, 162305-9143-09
APN: 162305-9144-08, 162305-9062-06
First American Title
Fonn No. 14
Subdivision Guarantee (4-10-75)
RECORD MAnERS:
Guarantee No.: 4209-444972
Page No.: 3
1. General Taxes for the year 2004. The first half becomes delinquent after April 30th. The second
half becomes delinquent after October 31st.
Tax Account No.: 162305-9142'-00
1st Half
Amount Billed: $ 1,581.14
Amount Paid: $ 1,581.14
Amount Due: $ 0.00
Assessed Land Value: $ 274,400;00
Assessed Improvement Value: $ 0;00
2nd Half
Amount Billed: $ 1,581.14
Amount Paid: $ 0.00
Amount Due: $ 1,581;14
Assessed Land Value: $ 274,400.00
Assessed Improvement Value: $ 0.00
(as to Lot 1)
2. General Taxes for the year 2004. The first half becomes delinqu~nt after April 30th. The second
half becomes delinquent after October 31st. '
Tax Account No.: 162305-9143-09
1st Half
Amount Billed: $ 1,490.29
Amount Paid: $ 1,490.29
Amount Due: $ 0.00
Assessed Land Value: $ 258,600,00
Assessed Improvement Value: $ 0.00
2nd Half
Amount Billed: $ 1,490.28
Amount Paid: $ 0.00
Amount Due: $ 1,490.28
Assessed Land Value: $ 258,600.00
Assessed Improvement Value: $ 0.00
(as to Lot 2)
Form No. 14 Guarantee No.: 4209-444972
Page No.: 4 Subdivision Guarantee (4-10-75)
3. General Taxes for the year 2004. The first half becomes delinquent after April 30th. The second
half becomes delinquent after October 31st.
Tax Account No.: 162305-9144-08
1st Half
Amount Billed: $ 15,552.13
Amount Paid: $ 15,552.13
Amount Due: $ 0.00
Assessed land Value: $ 616,800.00
Assessed Improvement Value: $ 3,232,200.00
2nd Half
Amount Billed: $ 15,552.13
Amount Paid: $ 0.00
Amount Due: $ 15,552.13
Assessed land Value: $ 616,800.00
Assessed Improvement Value: $ 3,232,200.00
(as to lot 3)
4. General Taxes for the year 2004. The first half becomes delinquent after April 30th. The second
half becomes delinquent after October 31st.
5.
Tax Account No.: 162305-9062-06
1st Half
Amount Billed: $ ·2,087.53
Amount Paid: $ 2,087.53
Amount Due: $ 0.00
Assessed land Value: $ 362,400.00
Assessed Improvement Value: $ 0.00
2nd Half
Amount Billed: $ 2,087.52
Amount Paid: $ 0.00
Amount Due: $ 2,087.52
Assessed land Value: $ 362,400.00
Assessed Improvement Value: $ 0.00
(as to lot 4)
Deed of Trust and the terms and conditions thereof.
loan No.:
Grantor:
Benefidary:
Trustee:
Amount:
Recorded:
Recording No.:
3113665639
Gilroy Family, llC, a Washington limited liability company
KeyBank National Association, a national banking association
First American Title Insurance Company
$5,406,467.00.00
January 16, 2003
20030116001950
6. Assignment of Leases and/or Rents and the terms and conditions thereof:
Assignor: Gilroy Family, LLC, a Washington limited liability company
Assignee: KeyBank National Association, a national banking association
Recorded: January 16, 2003
Recording No.: 20030116001951
Rrst American Title
Fonn No. 14
Subdivision Guarantee (4-10-75)
Guarantee No.: 4209-444972
Page No.: 5
7. Exceptions and reservations contained in deed from the State of Washington whereby said
Grantor excepts and reserves all oils, gases, coal, ores, minerals, fossils, etc., and the right of
entry for opening developing and working mines, etc., provided that no rights shall be exercised
until provision has been made for full payment of all damages sustained by reason of such entry.
Volume/Page: 1285/334 '
Recorded: August 18, 1926
Recording No.: 2060096
8. The terms and provisions contained in the document entitled "City of Renton Ordinance No.
4612"
Recorded: June 21, 1996 ,
Recording No.: 9606210966
9. Conditions, notes, easements, provisions and encroachments contained and/or delineated on the
face of the survey recorded under King County Recording No. 9901269002.
10. Development Agreement and the terms and conditions thereof: '
Between: City of Renton, a municipal corpol,'ation
And: T and E Investment, Inc., a Washington corporation and Aegis
Capital International, a Nevada corporation
Recorded: October 13, 2000
Recording No.: 20001013000480
11. Easement, induding terms and provisions contained therein:
Recorded: December 17,,2002
Recording No.: 20021217002196
In Favor of: City of RE~nton, a Municipal Corporation
For: sewer pipeline
12. Easement, induding terms and provisions contained therein:
Recorded: 'December 17; 2002
Recording No.: 20021217002,197
In Favor of: City of Renton, a MunIcipal Corporation
For: water pipeline
13. Restrictions, conditions, dedications, notes, easements and provisions contained and/or
delineated on the face of the short plat recorded under Recording No. 20021217900004, in King
County, Washington.
14. Matters which may be determined upon examination of the final plat.
r::: H: ::: :: :H::: :',::]
A. Any sketch attached hereto Is done so as a courtesy only and Is not part of any title commitment
or policy. It is furnished solely for the purpose of aSSisting in locating the premises and Rrst
American expressly disclaims any liability which may result from reliance made upon it..
Form No. 14
Subdivision Guarantee (4-1 0-7S)
Guarantee No.: 4209-444972
Page No.: 6
SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE
1. Except to the extent that specific assurance are provided In Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following:
(a) Defects, liens, encumbrances, adverse dalms or other matters against the title, whether or not shown by the public records.
(b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2) Proceedings by a public agency which may result in taxes
or assessments, or notices of such proceedings, whether or not the matters exduded under (1) or (2) are shown by the records of the taxing authority or by the public
records.
(c) (1) Unpatented mining dalms; (2) reservations or exceptions in patents or In Acts authorizing the issuance thereof; (3) water rights, dalms or title to water, whether
or not the matters exduded under (1), (2) or (3) are shown by the public records.
2. Notwithstanding any specific assurances which are provided In Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the
following:
(a) Defects, liens, encumbrances, adverse dairns or other matters affecting the title to any property beyond the lines of the land expressly described in the description set
forth In Schedule (A), (C) or in Part 2 of this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to maintain therein
vaults, tunnels, ramps, or any structure or improvements; or any rights or easements therein, unless such property, rights or easements are expressly and specifically set forth
In said description.
(b) Defects, liens, encumbrances, adverse dalms or other matters, whether or not shown by the public records; (1) which are aeated, suffered, assumed or agreed to by
one or more of the Assureds; (2) which result in no loss to the Assured; or (3) which do not result In the Invalidity or potential invalidity of any judldal or non-judldal
proceeding which is within the scope and purpose of the assurances provided.
(c) The Identity of any party shown' or referred to in Schedule A.
, (d) The validity, legal effect or priority of any matter shown or referred to in this Guarantee.
GUARANTEE CONDmONS AND STIPULATIONS
L Definition ofTerms. ,
The following terms when used in the Guarantee mean:
(a) the "Assured": the party or parties named as the Assured in this Guarantee, or
on a supplemental writing executed by the Company.
(b) "land": the iand described or referred to in Schedule (A) (C) or In Part 2, and
Improvements affixed thereto which by law constiMe real property. The term "land"
does not indude any property beyond the lines of the area described or referred to in
Scheduie (A) (C) or in Part 2, nor any right, title, Interest. estate or easement in
abutting streets, roads, avenues, alleys, lanes, ways or waterways.
(c) "mortgage": mortgage, deed of trust, trust deed, or other security instrument.
(d) "public records" : records estabiished under state staMes at Date of
Guarantee for the purpose of imparting constructive notice of matters relating to real
property to purchasers for value and without knowledge.
(e) "date": the effective date.
2. Notice of Claim to be Given by Assured Claimant.
An Assured shall notify the Company promptly in wrtting in case knowledge shall
come to an Assured hereunder of any daim of title or Interest which is adverse to the
title to the estate or interest, as stated herein, and which might cause loss or damage
for which the Company may be liable by virtue of this Guarantee. If prompt notice
shall not be given to the Company, then all liability of the Company shall terminate
with regard to the matter or matters for which prompt notice Is required; provided,
however, that failure to notify the Company shall In, no case prejudice the rights of
any Assured under this Guarantee unless the Company shall be prejudiced by the
failure and then only to the extent of the prejudice.
3. No Duty to Defend or Prosecute.
The Company shall have no duty to defend or prosecute any action or proceeding to
which the Assured Is a party, notwithstanding the nature of any allegation in such
action or proceeding.
4. Company's Option to Defend or Prosecute Actions; Duty of Assured
Oalmant to Cooperate.
Even though the Company has no duty to defend or prosecute as set forth in
Paragraph 3 above:
(a) The Company shall have the right, at its sole option and cost, to Institute and
prosecute any action or proceeding, interpose a defense, as limited in (b), or to do'
any other act which In Its opinion may be necessary or desirabie to establish the title
to the estate or Interest as stated heretn, or to establish the Den rights of the
Assured, or to prevent or reduce Joss or damage to the Assured. The Company may
take any appropriate action under the terms of this Guarantee, whether or not It shall
be Dable hereunder, and shall not thereby concede hability or waive any provIsIoiI of
this Guarantee. If the Company shall exerdse Its rights under this paragraph, it shall
do so dillgently.
(b) If the Company elects to exercise Its options as stated in Paragraph 4(a) the
Company shall have the right to select counsel of Its choice (subject to the right of
such Assured to object for reasonable cause) to represent the Assured and shall not
be liable for and will not pay the fees of any other counsel, nor will the Company pay
any fees, costs· or expenses incurred by an Assured in the defense of those causes of
action which allege matters not covered by this Guarantee.
(c) Whenever the Company shall have brought an action or Interposed a defense
as permItted by the provisions of this Guarantee, the Company may ~rsue any
lltl9atlon to final determination by a court of competent jurisdiction and expressly
reserves the right, in Its sole'dlsaetlon, to appeal from an adverse judgment or order.
(d) lriall cases where this Guarantee permits the Company to prosecute or
provide foI: the defense of any action or proceeding, an Assured shall secure to the
Company the right to so prosecute or provide for the defense of any action' or
proceeding, and all appeals therein, and permit the Company to use, at Its option, the
name of ,such Assured for this purpose. Whenever requested by the Company, an
Assured, at the Company's expense, shall glve'the Company all reasonable aid in any
action or proceeding, securing evidence, obti;lining witnesses, proseaJtlng or
defending the action or lawful act which In the opinion of the Company may be
necesSary or desirable to establish the title to the estate or Interest as stated herein,
or to establish the lien rights of the Assured. If the Company Is prejudiced by the
failure of the Assured to furnish the required cooperation, the Company's obligations
to the Assured under the Guarantee shall terminate.
5. ' Proof of Loss or Damage.
In addition to and after the notices required under Section 2 of these Conditions and
StIpulations have been provided to the Company, a proof of loss or damage signed
and sworn to by the Assured shall be furnished to the Company within ninety (90)
days after the Assured shall ascertain the facts gMng rise to the loss or damage. The
proof of loss or damage shall desalbe the matters covered by this Guarantee which
constitute the basis of loss. or damage and shaD state, to the extent possible, the
basis of calculating the amount of the loss or damage. If the Company Is prejudiced
by the failure of the Assured to provide the required proof of·1055 or damage, the
Company's obligation to such Assured under the Guarantee shiIIl terminate. In
addition, the Assured may reasonably be required to submit to examination under
oath by any authorized representative of the Company and shall produce for
examination, inspection and copyirig, at such reasonable times and places as may be
designated by any authorized representative of the Company, an records, books,
lE!dgers, checks, correspondence and memoranda, whether bearing a date before or '
after Date of Guarantee, which reasonably pertain to the loss or damage. Further, If
requested by any authorized representative of the Company, the Assured shall grant
Its permission, In writing, for any authorized representative of the Company to
, examine, Inspect and copy all records, books, ledgers, checks, correspondence and
memoranda In the custody or control of a third party, which reasonably pertain to the
Loss or Damage. All information designated as confidentlai by the Assured provided
to the Company, pursuant to this SectIon shall not be dlsdosed to others unless, in
the reasonable judgment of the Company, it is necessary In the administration of the
dalm. Failure of the ASsured to submit for examination under oath, produce other
reasonably requested information or grant permission to secure reasonably necessary
Information from third parties as required in the above paragraph, unless prohibited
by law or governmental regulation, shall terminate any liability of the Company under
this Guarantee to the Assured for that daim.
form No. 1282 (Rev. 12I1S/9S)
Rrst American Title
Form No. 14
SubdMsion Guarantee (+10-75)
6. Options to Payor Otherwise Settle Claims: Termination of Liability.
In case of a claim under this Guarantee, the Company shall have the following
additional options:
(a) To Payor Tender Payment of the Amount of Uabillty or to Purchase the
Indebtedness.
The Company shall have the option to payor settle or compromise for or In the name
of the Assured any claim which could result In loss to the Assured within the coverage
of this Guarantee, or to pay the full amount of this Guarantee or, If this Guarantee Is
'Issued for the benefit of a holder of a mortgage or a lienholder, the Company shall
have the option to purchase the Indebtedness secured by said mortgage or said lien
for the amount owing thereon, together with any costs, reasonable attorneys' fees and
expenses Incunred by the Assured dalmant which were authorized by the Company up
to the time of purchase. .
Such purchase, payment or tender of payment of the full amount of the Guarantee
shall terminate all liability of the Company hereunder. In the event after notice of
dalm has been given to the Company by the Assured the Company offers to purchase
said Indebtedness, the owner of such Indebtedness shall transfer and assign said
Indebtedness, together with any collateral security, to the Company upon payment of
the purchase price.
Upon the exercise by the Company of the option provtded for In Paragraph (a) the
Company's obligation to the Assured under this Guarantee for the claimed loss or
damage, other than to make the payment required In that paragraph, shall terminate,
Indudlng any obligation to continue the defense or prosecution of any litigation for
which the Company has exercised Its options under Paragraph 4, and the Guarantee
shall be surrendered to the Company for cancellation.
(b) To Payor Otherwise Settle With Parties Other Than the Assured or With the
Assured Oalmant
To pay or otherwise settle with other parties for or In the name of an Assured dalmant
any dalm Assured against under this Guarantee, together with any costs,attorneys' .
fees and expenses Incunred by the Assured dalmant which were authorized by the
Company up to the time of payment and which the Company Is obligated to pay.
Upon the exercise by the Company of the option provtded for In Paragraph (b) the
Company's obligation to the Assured under this Guarantee for the claimed loss or .
damage, other than to make the payment required In that paragraph, shall terminate,
Indudlng any obligation to continue the defense or prosecution of any litigation for
. which the Company has exerdsed Its options under Paragraph 4.
7. Determination and Extent or Liability.
This Guarantee Is a contract of Indemnity against actual monetary loss or damage
sustained or Incunred by the Assured dalmant who has suffered loss or damage by
reason of reliance upon the assurances set forth In this Guarantee and only to the
extent herein desatbed, and subject to the Exduslons From Coverage of This
Guarantee. .
The uablllty of the Company under this Guarantee to the Assured shall not exceed -the
least of:
(a) the amount of nability stated In Schedule A or In Part 2;
(b) the amount of the unpaid prlndpallndebtedness secured by the mortgage of an
Assured mortgagee, as limited or provtded under SectIon 6 of these Conditions and
StIpulations or as reduced under SectIon 9 of these Conditions and StIpulations, at the
time the loss or damage Assured against by this Guarantee occurs, together with
Interest thereon; or
(c) the difference between the value of the estate or Interest covered hereby as
stated herein and the value of the estate or Interest subject to any defect, lien or
encumbrance Assured against by this Guarantee.
& Umitatlon of Uability.
(a) If the Company establishes ·the title, or removes the alleged defect, lien or
encumbrance, or cures any other matter Assured against by this Guarantee .In a
reasonably diligent manner by any method, Indudlng litigation and the completion of
any appeals therefrom, It shaD have fully performed Its obligations with respect to that
matter and shall not be liable for any loss or damage caused thereby.
(b) In the event of any litigation by the Company or with the Company's consent,
the Company shall have no Dability for loss or damage until there has been a final
determination by a court of competent Jurisdiction, and disposition of all appeals
therefrom, adverse to the title, as stated herein.
Guarantee No.: 4209-444972
.Page No.: 7
, (c) The Company shall not be liable for loss or damage to any Assured for liability
voluntarily assumed by the Assured In settling any dalm or suit without the
prior written consent of the Company.
9" Reduction of Liability or Termination of Uability.
All payments under this Guarantee, except payments made for costs, attorneys' fees
and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro tanto.
10. Payment of Loss.
, (a) No payment shall be made without produdng this Guarantee for endorsement
of the payment unless the Guarantee has been lost or destroyed, In which case proof
of loss or destruction shall be furnished to the satisfaction of the Company.
(b) When liability and the extent of loss or damage has been definitely fixed In
a'ccordance with these Conditions and StIpulations, the loss or damage shall be
payable within thirty (30) days thereafter.
I
11. Subrogation Upon Payment or Settlement.
Whenever the Company shall have settled and paid a dalm under this Guarantee, all
right of subrogation shall vest In the Company unaffected by any act of the Assured
claimant
The Company shall be subrogated to and be entitled to all rights and remedies which
the Assured would have had against any person or property In respect to the dalm had
this Guarantee not been Issued. If requested by the Company, the Assured shall
transfer to the Company all rights and remedies against any person or property
K;lecessary In order to perfect this right of subrogation. The Assured shall permit the
Company to sue, compromise or settle In the name of the Assured and to use the
name of the Assured In any transaction or litigation InvoMng these rights or remedies.
If a payment on account of a dalm does not fully cover the loss of the Assured the
Company, shaD be subrogated to all rights and remedies of the Assured after the
~red shall have recovered Its prlndpal, Interest. and costs of oollectlon.
12. Arbitration.
Unless prohibited by applicable law, either the Company or the Assured may demand
lIrbitration pursuant to the TItle Insurance Arbitration Rules of the American ArbItration
AssocIation. Arbitrable matters may Indude, but are not limited to, any oontroversy or
Claim between the Company and the Assu~ arising out of or reiatlng to this
Guarantee, any service of the Company In connection with Its Issuance or the breach
Of a Guarantee prOvIsion or other obligation. All arbitrable matters when the AmOunt
"of uability Is $1,000,000 or less shall be arbitrated at the option of either the Company
or the Assured. All arbitrable matters when the amount of liability Is In excess of
'$1,000,000 shall be arbitrated only when agreed to by both the COmpany and the·
Assured. The Rules In effect at Date of Guarantee shall be binding upon the parties.
The award may Indude attorneys' fees only If the laws of the state In which the land Is
-located permits a court to award attorneys' fees to a prevailing party. Judgment upon
the award rendered by the Arbltrator(s) may be entered In any court having
Jurisdiction thereof.
The law of the situs of the land shall apply to an arbitration under the Title Insurance
. I Arbitration Rules. .
A copy of the Rules may be obtained from the Company upon request
13. liability Umited to This Guarantee; Guarantee Entire Contract.
(a) This Guarantee together with all endorsements, If any, attached hereto by the
: Company Is the entire Guarantee and contract between the Assured and the
Company. In Interpreting any provision of this Guarantee; this Guarantee shall be
,construed as a Whole.
(b) Any dalm of loss or damage, whether or not based on negligence, or any action
, asserting such dalm, shall be restricted to this Guarantee.
: (c) No amendment of or endorsement to this Guarantee can be made except by a
writing endorsed hereon or attached hereto signed by either the PresIdent. a VIce
'President. the Secretary, an AssIstant Secretary, or validating officer or authorized
Signatory of the Company.
, 14. Notices, Where Sent.
, All notices required to be given the Company and any statement In writing required to
: be furnished the Company shall Indude the number of this Guarantee and shall be
addressed to the Company at 2 First American Way. Bldg. 2, Santa Ana, CA. 92707.
, 'Form No. 1282 (Rev. 12115/95)
First American Title Insurance COlDpany
~ Snohomish Co.1!R King Co. ~ Pierce Co.1!R Thurston Co. ~ Kitsap Co. ~ Mason Co. ~ Yakima Co. ~
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conditions of the site. The details.
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CITY OF RENTON, KING COUNTY. WASHINGTON
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AQUD'ER PROTECTION NOTIC1!
1HE LOl$ (REAlm HERDt FALL WlHIN zau: 2 or ROfTOtfS AWIfER PR01E.C11ON AREA AND ARE SI.I8.I:I:T TO THE R£OUIRDIOHS CF 1HE CITY OF RENTOH
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LIQUID $U8STAHC[ OlHER tHAN WATER TO PROtECT FROW CONTACT WITH THt
GROUND SURfACL IT IS 1ME Lor OWNER'S RfPSONw:L!n TO PROTECl lHE aTY'S ORdQNG WAlIR.
CITY or RENTON APPROVAIS
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CllY OF RENTON, KING COUNlY. WASHINGTON
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CITY OF RENTON. KING COUNTY. WASHINGTON
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FOJNO CCNCiETE WClI'fI,AIE',NT W/'BRASS PIN IN CASE
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ENGlNeU/NG :;: .. ~l~.NNING!;; S UR,Ylir/NO
JOB NO~' g'~:1.2"~'
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AFTEIl Rl!COIlDlHG MAIL TO-. Gl.l~ hml.ly I..I..C. II WaalunqtonLl.mit
1~60 140tb AVeDUe H.E. ,laO
Bellevue. WA 9800~
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'DIE GIlAMTOIl 'J' , E IIIVIS'nIIINTS IJIC., II Waelun9too ClOQlOratl.oD
few ad .. C>Q!IIPdeadon ot .,_ J)OLLAJIS NIJ) 01'8D. GOOD NlD VAlAIABLa CQl/SID£RAUa.
1D ......... ..,.,...s..,...IOG1koy J'8JI11y L.L.C ••• 1I11~OO Luutecl
LJ.ab1l:1.ty c:GIPuy
tbeilUorllDl4ealbellIellClllle.lIbIIIeIIlDtbeCcallt)'oIX1.119 • SllleolW_1qIoa:
see legal deac:n.ptl.OD att.acbed •• Zxiubl.t -A-and by th18 refereDCe .ad. II
part: hereto!.
SUa.7lC'l 'tOt ea_nu, reatrl.c:tl.ona, ruerYilltl.oqa aDd proVl..l.OD •••
attached hereto as
IXIaBIT -8-.
DIIod CIds ~ dq oI1wqu!t. 2001
By 'J' 'E IJI\IBS'lME)/YS DIC. 11)' _____________ _
U&-10
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EXHIBIT A
DESCRIPTION
: .. "
THB lAND REPERRBD TO HBRBIN IS DBSCRIBBD 1\9 FOLLOWS I
ALL THAT PORTION OF THE ~TmmsT QtJAR.TsR OF TUB NOR.THWBST
QUARTBR OF SBCl'1OK 16, TOWNSHIP l3 NORTH, RANGE 5 EM'l,
N .M., INXD{G CO'ONTY, W~N, DESClUBBD AS FOLLOWS,
COMM2NCltiG AT THE NORTIIBAST CommR OF TIm JIORTHWBST QUARTBR
OF TlfE 1II0R'l1iWBST QUARTBR OP SECTION 16 ~ TOIfHSHIP 23 BORTH,
RANGB 5 BAST, N.M.,::.
THENCB tlOkTK 8,°12'42" WEST ALONG 'nIB NORTH LIHB OF SAID
SBCTION 16 'A DISTANCE OF 315-;66 nBT; .
THBNCB SOUTH 1·08'26· WBST ALOIJG A LID 30 PBET BASTBRLY OF
1tND p~ WITH THB BAST LDIB OP 'l'BB STATB OF lQSBlNGTOR
TRACT (THB DESCRIPTION OF WHIai IS RBCORDBD m YOLtlMB 204S
OF DBBDS AT PAGE 487, IN KIlIG COOH'l'Y. WASUIHGTOI!l) A DISTAHCB
OF 660.30 FBBTJ '." .
THBHCE NOR'I'H8901l'41" WEST'A DISTNfCB OP 135.58 'UTi
'nl2NCB SOOTH 1°08'26" NEST A. DISTARCB .OF 659.51 FBET, MORE
OR LESS, TO THE SOOTH LINS OF THE SMD NORTH1fBST QUARTER OF
THE NOR'tHHEST QUAA'l'BR OF SBCTIOM 16 I .
'nl2NCB S~ 89° 06' 38· EAST ALONG SAID SOOTH LIHB A DIS'rANCB
OF 452.00 FRET TO THB SotJ'1'RDS'1' CORNER OF 'l'BB SAID lIIcmTHWBST
QUARTER OP THE NORTHWEST QUARTBR OF SBCTION 16;
'l'HENCB NORTH 1°06'27. BAST A DISTJUfCBOP 1320.61 FBBT. MORE
OR LESS, TO THB POINT OF BBCnlIRIRG, .
BXCBPT THAT PORTION THBRBOF LYlltO IK>RTH 0' THE SOt11'H MARGIN
OF 310 AVBNUE NORTH EXTENSIOR, NOW Ja«)tfN AS NOR'11lBA8T lRD
STREET, AS BSTl'BLlSHBD BY DBBD RBCOlU)BD .roNB 15, 1964 ONDER
RBCORDINO NO. 5748566. -'
..... : ... :
THE DBSCRIPTIOR CAN DB ABBRBVIATBD AS SOOOBS'l'BD BBLOIf IF
NECKSSlsllY TO MBB'1' STMIDARDlZATlOH RBQOlitBMiDi'l"S. TJllI FOLL-
TEXT 0' THE DBSCllI'PTIotf ~'APPBAR D1 '1'HB DOCUMBN'l' (S) TO BS
INSURBD. .',
SBCTl:ON 16 TOWNSHIP 23M RANGB 5S NW QOARTBR tnf QUARTER.
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RESBRVATIONS CONTAINED IN DEED PROM THE STATB OF ~INGTON RBCORDED UNDER RECORDING NO. 20600'6,
RESERVING ALL OIL, UASBS,· COAL, ORES, MINBRALS,
FOSSILS, BTC., AND THE RIGHT OF ENTRY FOR OPEHlHG,
DBVBLOPING AND MORKtNG THE SAME, TOOmmR WITH ANY
RIGHT 'IO ACQUIRE SASBMEN'TS,OR RIGHTS OF WAY, PROVIDiliG
THAT ALL sues RIGHTS BHALLNOT BE BXERCISBD OHTIL
PROVISION HAS BBBN MADS TO COMPBNSATE FOR DAMAGE
SUSTAINBD BY R.!ASON OP THB.8xBRClSB or SUCH RIGHTS
TBRMS MID CONDITIONS OF CITY OF RBN'1'ON ORDINANCB NO.
4612, ESTABLISHING AN ASSBSSMBNT DISTR1.:r1
RBCORDBDJ JtJRB 21, 1996
RBCORDING NO.1 9606210966
A RECORD OP SORVEY RECORDED JANtWty 25, 19" tnlDBR
RBCORDIRG NO. 1II"0125J002~:
DBVBLOPM2NT AGRBEtlBNT AND 'l'llB TERMS AND COIIDITIONS
TRBRBOP:
BB'l'WEBH: ern or RD'J'Olf, A lIDItICDAL COltPORA'r%OH
AND: 'r »1D • X1I'IU'1'HBIrrS, INC. ~ WASBnIG'I'Olt COIU'OD'l'ION
AND: AEGIS CAPITAL IN'l'BRHATIONAL, A NEVADA CORPORATION
UCOJU)BD: 0C'r0BBJl 13, 2000·
RBCORDIRG NO. ~ 20001013000480
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..... ". ; .' . .l i ~ ..... DEED OF DEDICA'I'liN /"''; /' I_f.!,operty Tax Parcel Number: J61305 906% 06
PnlJoCi'FJJe" LUA-OJ -047 on
The OnIntor, for and In colisadCiabo~ o~~Ii~.con~ys, qUIt eIaIms, dedscates and dona~s to !he Granlee{s) as
1UIIDIld above, the above di:scnbed reas·tsJitc ;~"n )he ,~o..!)Ilty 1)(~.lDg. Slate oCWalllngton 'I1us dedIcation IS ~Ircd IS a condttlon for development ~-.' __ / <_', ~ ""
IN WITNESS WHEREOF, I have hemmto'lcSt J!!y ~ ~~~ .. Jhc .day~ ye~q.s wnttm below
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---' -t f "-That portion of ~ f)o¥w6s.t'quar.t~r of the..northwest quarter of Section 16, Township 23
North. Range 5 E~t"W.,M-r:)ri th~ CO:y Qf-Renton, King County, WashIngton descnbed as
follows ··,t I.:, / r ./ ...... .j /':;. .. __
• ..; '\ • __ ,t:. ,.,.. f' ...... \.. /", ~.~. :. 'I..... ,l '" ~ '. .r I \ COMMEN~ING at the north~~··C9rn~rJ)f·salcfsJ~!Slon, thence S01°06'27"W. alOl19 th6 ~aS\ h", of said subdMslon, 483t7« f~.nb ~!fs~th nght-of-way margin of NE 3"' ;Str~t ,8 c;onveyed by deed recorded tJhdef·~9Ot~ng No 5748566. records of said
f cot.!!!lY ap(l-tfliPOINT OF BEGfNNING of ttll!· ~.!3r.eln descnbed tract, thence
"SZ3°3'~"W;)lo"gJi~~ south margin 331 32: feet, to a line 30 00 feet east of and parallel
Wlthlfie ~fIn~9f'"a tra~ of land conveyed t~ the State of WashIngton by deed recorded
m Volume.~045"C1Il ~~ ElJes 487 through 489. under Recording No 3235173 records
of said countY. t~ence ... ~' Q8~,~long sal<;l parallel line, 1573 feet, thence
N13°36'34-E 24fNll.fe9l1oA~ pblfll.6n~ngencY With a 622 96 foot radIUS circular curve to
the left. thence northeaS,!ertli··a~d~g ~ cUrve~ through a central angle of 07°48'10'", a
dIstance of 84 84 feet to lhe:~~~sllrne 9f ~«;t si)b9IY!~IOn, thence N01°06'27"E, along said
east line 9 68 feet to the POI~T?QF BEGINNING "-..
. . ·~, .. r· f': .J .... .< f~·""::: ,} /"';:.-.. ....
Contains 4,813 ± square feet (01105 ± acres}~.-~>"·! .---. ., ; . .,rt' . ~,._~~,.' .... / ./ /f ~ 7
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APP'O SJS
TAX PARCO. 110
112J05 10&2 01
F(DG) 4"X." calC. lION
W,IPUNCHED IIRAS' me
IN CASE
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20030116001950.001 •
, ThIS document prepared by,
After recordmg return to
KeyBank National AssocIatIon
CommercIal Real Estate DIV1slon
Mrulcode. WA-31-10-5285
700 FIfth Avenue, 52nd Floor
Seattle, WA 98104-5099
Attn: Shelly L Schwab
I {p "8(,52-
. DEED OF TRUST, ASSIGNMENT OF RENTS, "%
SECURITY AGREEMENT AND FIXTURE FILING ~
(project Commonly Known as "Stor-House Self Storage") (/1
; ,lSTAM
i Grantor: GILROY FAMILY, L L C, a WashIDg"ton hnilted hablhty company
[] AddItIonal on page _
Grantees: Trustee FIRST AMERICAN TITLE INSURANCE COMPANY
Beneficiary KEYBANK NATIONAL ASSOCIATION, a nattonal bankmg assOCIation
[] Additional on page _ I
Legal DescnpboD (abbreViated): Lots I, 2, 3, and 4 of Stor House Self Storage and Office Short Plat
-as recorded In Volume 156 of Plats, Page 286, under Kmg County
Rec:ordingNo 20021217900004, m Kmg County, Washington
!if Additional on ExHmrrA -I
Assessor's Tax Parcel ID #:
Reference Nos. of Doc:uments Released or AsSlgoed: NlA -
TInS DEED OF TRUST, ASSIGNMENT OF RENTS, SECURITY
AGREEMENT AND FIXTURE FILING (tlus "Deed of Trust") IS made as of
January14, 2003, by GILROY FAMILY, LLC, a Washington hmlted liablhty
company, (I'Grantor,,) whose address 18 1560 -140th Ave N E, Swte 100, Bellewe.
WA 98005, m favor of Frrst Amencan TItle Insurance Company, ItS successors and
assigns. ("Trustee") whose address IS 2101 Fourth Avenue. Suite 800, Seattle, WA
98121, for the benefit of KEYBANK NATIONAL ASSOCIATION. its successors and
asstgns. ("Beneficiary") whose address, IS c/o CommerCIal Real Estate Department,
Mrulcode WA~31~10~5285, 700Ftfth Avenue. 52ndFloor, Seattle, WA 98104-5099,
Attn. Vice PresIdent and Manager.
Deed of Trust-Loan No 3113665639
11231314 14657-303 4yhf#OII doc
pagel
... ,"
20030116001950.002
1 Gr~t and Secured Obligations. .
1 1 Grant. For the purpose of secunng payment and performance of the
Secured Obligations defined and descnbed In SectIon 1 2 below, Grantor hereby
Irrevocably and uncondItIonally grants, bargains. sells, conveys, transfers and assigns to
Trustee in trust. With. power of sale and WIth right of entry and posseSSIon, all estate,
right, otle and mterest that Grantor now has or may later acqmre m and to the following
property (aU or any part of such property, or any interest In all or any part of It, as the
context may reqUIre, the "Properly")
(a) The real property located in the County of KIng. State of
Washington, as described in Exhibit A, together with all eXIstmg and future
easements and rights affordmg access to It (the 'Premises"), together With
(b) All buildIngs. structures and improvements now located or later to
be constructed on the PremISes (the "Improvements''), together With
(c) All eXIStIng and future appurtenances, pnvtleges. easements,
franclnses and tenements of the Premlses, mcludIng all nunerals, 011, gas. other
hydrocarbons and asSOCIated substances, sulphur,rutIogen, carbon. dIoxide,
helIum and other commercIally valuable substances wlnch may be m, under or
produced from any part of the Premlses, all development rights and credits, aIr
rights, water, water nghts (whether npartan, appropnative or otheIwtse, and
whether or not appurtenant) and water, stoc14 and any Prenuses lYIng In the
streets, roads or avenues, open or proposed, m front of or adjOInIng the PremIses
and Improvements, together with
(d) All existing and future leases, subleases, subtenanCIes, licenses,
occupancy agreements and concessIons (I'Leases") relatIng to the use and
.enJoyment of all or any part of the PremIseS ,and Improvements, and any and all
guaranoes and other agreements relaong to or made In connection With any of
such leases, together WIth
(e) All real property and Improvements on It, and all appurtenances
and other property and mterests of any land or character, whether described m
. Exhibit A or not, whIch may be reasonably necessary or demable to promote the
present and any reasonable future benefiCIal use and enjoyment of the PremIses
and Improvements, together WIth '
(f) All goods" matenals, suppbes,. chattels, furruture, fixtures,
equipment and maChInery now or later to be attached to, placed m or on, or used
m connection with the lise, enjoyment, occupancy or operatIon of all or any part
of the Premlses and Improvements, whether stored on the Premises or elsewhere,
mcludmg all pumpmg plants, engines, pipes, dItches arid flumes, and also all gas,
electnc, cookmg, heatmg, coohng, rur condloonmg, hghtIng. refilgeranon and
Deed o/Trust -Loan No 3113665639
#23131414657-3034yh#Olldoc
page 2
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20030116001950.003
,. I ' plumbmg fixtures and equipment, all! of wInch shall be consIdered to the fullest
extent of the law to be real property for purposes of this Deed of Trust, together
WIth :.
I
I
(g) All bwldmg matenal~, equipment, work 10 process or other
personal property of any kmd, whether stored on the PremIses or elsewhere, I . winch have been or later Will be acq}U1ed for the purpose of bemg delivered to,
mcorporated mto or installed 10 or abput the PremIses or Improvements, together
WIth I
I (h) All of Grantor's mterest 10 and to all operating accounts, the Loan
funds, whether dIsbursed or n04 all ~erves set forth in the Budge4 and any other
bank accounts of Grantor, together WIth : I ,
(1) All nghts to the paym~nt of money, accounts, accounts receivable,
reserves, deferred payments, refunds, cost savings, payments and deposits, I whether now or later to be receivefl from thnd partIes (includmg all earnest
money sales depoSits) or depOSIted by Grantor with third parties (mcluding all
utility deposits), contract nghts, d~velopment and: ~ nghts, governmental
penruts and lIcenses, apphcabonS, architectural' and engmeermg plans,
specificabons and draWIngs, as-budt draWIngS, chattel paper, mstruments,
documents, notes, drafts and letters ~f credit (other than letters of credit in favor
I ' of BenefiCIary), which anse from or :relate to construction on the Preunses or to I . any busmess now or later to be ronducted on It, or to the PremIses and
Improvements generally and any bulldei"'s or manufacturer's warranties WIth I respect thereto, together WIth '
(j) All msurance pobCIes !PertamIng to the PremIses and all proceeds,
mcludmg all claims to and deman~_ for them, of the voluntary or mvoluntary
conversion of any of the Premtses, Irilprovements or the other property descnbed
above into cash or liqwdated claims,:mcludmg proceeds of all present and future
fire, hazard or casualty msurance ;pohCles and all condemnabon awards or
payments now or later to be made by any pubbc body or decree by any court of
competent jurischctIon for any takmg' or in connection WIth any condemnation or
eromtmt domrun proceedIng, and all :causes of action and their proceeds for any
damage or Injury to the Premises, Iniprovements or the other property descnbed I above or any part of them, or breach of warranty m connectIon WIth the
constructIOn of the Improvements, :mcludmg cause~ of acbon ansmg in tort,
contract, fraud or concealment of a matenal fact; together with
, I
!
(k) All of Grantor's nght,ltltle, and interest m and to any and all umts,
declarant rights, and any other rightsrelatmg to the Premtses or to Improvements,
whether now eXistIng or subsequently ansmg, under any laws now eXIstlng or
subsequently ansmg relatmg to cond4mmiums; together With ,
Deed of Trust-Loan No 3/13665639
11231314 146S7·303 4yhllot l doc
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20030116001950.004
(I) All Grantor's nght, title and interest In and to any swap transactIon
or mterest rate agreement or interest rate hedging program through the purchase
by Grantor from BeneficIary of an mterest rate swap, cap, or such other mterest
rate protectIon product (an agreement eVIdencing any such arrangement, an
"Interest Rate Agreement"), all whether now or hereafter entered mto by Grantor
WIth respect to the Loan, mcludmg, Wlthout liImtation; any and all amounts
payable to Grantor, any deposit account or accounts Wlth the Beneficiary in the
name of the Grantor for deposit of payments to Grantor m connection Wlth any
Swap Transaction, and any and all funds now or hereafter on deposit therem, and ,
together Wlth
(m) All Grantor's nghts 1D (I) all agreements heretofore or hereafter
entered into relatmg to the constructIon, ownersmp, operation, management,
leasing or use of the Prenuses or Improvements, (11) any and all present and future
amendments, modtfications, supplements, and addenda to any of the items
descnbed m clause (I), (Iil) any and all guarantees, warranties and other
undertaktilgs (mcludmg payment and performance bonds) heretofore or hereafter
entered mto or dehvered Wlth respect to any of the Items descnbed m clauses (1)
through (Ii), (iv) all trade names, trademarks, logos "and other matenals used to
IdentJfy or advertIse, or otherwISe relatmg to the PreIDISes or Improvements, and
(v) all bulldmg penmts, governmental pernuts,licenses. vanances, conditional or
special use pernuts, and other authorIzatlons now or hereafter Issued 1D
connection with the construction, development, ownership, operation,
management, leasmg or use of the Premises or Improvements, to the fullest extent
that the same or any interest therem may be legally assigned by Grantor, together
Wlth "
(n) All books and records pertammg to any and all of the property
descnbed above, mcludmg computer-readable memory and any computer
hardware or software necessary to access and process such memory ("Books and
Records"). together Wlth
(0) All proceeds of, addItions and accretlons to, substItutIons and
replacements for, and changes m any of the property descnbed above
Capitabzed terms used above and elsewhere in thts Deed of Trust without
definition have the meamngs given them m: the Loan Agreement referred to m
Subsection 1 2(aXlit) below "
1 2 Secured Obligations.
(a) Grantor makes the grant, conveyance, assignment, and transfer set
forth m SectIon 1 1 above, and grants the security interest set forth 1D Sectlon 3
below for the purpose of secunng the followmg 'obligations (the "Secured
Obligations") 10 any order of pnority that Beneficiary may choose
Deed o/Trust -Loan No 3 J 13665639
.23J3J4 14657-303 4yhflOl'doc
page 4
20030116001950.005 ,
(i) Payment of all ~bligatIons at any tune oWIng under a
promissory note {the ffNotej beanng even date hereWIth, payable by
Grantor as maker m the stated principal amount of FIve MIllion Four
Hundred SIX Thousand Four Hundred SIXty-Seven Dollars
($5,406,467 00) to the order of Beneficiary; and
I
(ii) Payment and performance of all obhgatIons of Grantor
under tillS Deed of Trust; and
(11l) Payment and performance of all obligations of Grantor
under a Construction Loan Agreement bearmg even date herewith
between Grantor as "Borrower" and BenefiCiary as "Lender" (the 'fLoan
Agreement''), and
(iv) Payment and peh'ormance of ~y obbgations of Grantor
under any Loan Documents which are executed by Grantor, and
(v) Payment and performance of all obligatIons of Grantor
ansing from any Interest Rate A.greements, mcluding Without bmitatIon,
any Cash Settlement Amount or any paymentS on Early Tenmnation
payable by Grantor under any Swap Transaction or Confirmation.
Capltahzed terms used in this subsectIon (v) not otherwise defmed in this
Deed of Trust are defined in the 2000 ISDA Defimhons pubbshed by the
International Swap Dealers AssoclatIon, Inc; .
(vi) Payment and performance of all futme advances and other
obhganons that Grantor or any ~uccessor In ownershIp of all or part of the
Property may agree to pay and/or perform (whether as principal, surety or
guarantor) for the benefit. of BenefiCIary, when a wnting eVIdences the
parties' agreement that the advance or obhgation be secured by this Deed
of Trust; and .
(VIi) Payment and. performance . of-all modificanons,
amendments, exteDSlons, and renewals, however eVIdenced, of any of the
Secured Obligations
(b) All persons who may have or acquire an lOterest m all or any part
of the Property will be conSIdered to have notice of, and WIll be bound by, the
terms of the Secured OblIgatIons, the terms and conditions· of which are
incorporated herein by thIs reference.: and each other agreement or instrument
made or entered lOto m connectIon with each of the Secured Obligations Such
terms mclude any provisions m the Note or the Loan Agreement wInch penmt
borrowing, repayment and reborroWlng, or whtch prOVIde that the mterest rate on
one or more of the Secured OblIgations may vary from tune to tIme
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2 Assignment of Rents.
2 1 Assignment. Grantor hereby urevocably, absolutely, presently and
unconditIOnally assigns to Beneficiary all rents, royalties, issues, profits, revenue,
mcome, accounts, proceeds and other benefits of the Property, whether now due, past due
or to become due, Includmg all prepaId rents and. secunty depOSits (some or all
collectively, as the context may reqwre, ·'Rents'') This IS an absolute assignment, not an
assignment for security only .
2.2 Grant of License. BenefiCiary hereby confers upon Grantor a hcense
("License") to collect and retaIn the Rents as they become due and payable, so long as no
Event of Default, as defined lD Section 7 2 below, shall eXist and be continuing If an
Event of Default has occurred and IS contmwng, BenefiCiary shall have the nght, which It
may choose to exercise In Its sole discretion, to tenninate thiS License WithOut notice to
or demand upon Grantor, and Without regard to the adequacy of BenefiCiary's secunty
under tlus Deed of Trust. .
2 3 Collection and Application of Rents. Subject to the License granted to
Grantor under Section 2 2 above, BenefiCIary has the right, powet: and authonty to collect
any and all Rents Grantor hereby appomts BenefiCiary Its attorneY-In-fact to perfonn
any and all of the follOWing acts, If and at the times when BenefiCIary m Its sole
dIscretion may so choose
(a) Demand, receIve and enforce payment of any and all Rents; or
(b) Give receipts, releases and satisfactions for any and all Rents, or
(c) Sue either In the name of Grantor or m the name of BenefiCIary for
any and all Rents
BenefiCIary and Grantor agree that the mere recordation of the assignment granted herem
entitles Beneficiary immediately to collect and receive rents upon the occurrence of an
Event of Default, as defined m Sectlon 7 2, Wlthout first takIng any acts of enforcement
under applicable law, such as, but not limited to, providing nollce to Grantor, filing
foreclosure proceedings, or seekmg and/or obtammg the appoIntment of a receiver
Further, Beneficiary's nght to the Rents does not depend on whether or not Beneficiary
takes possession of the Property as pennltted under Subsection 7 3(c). In Beneficiary's
sole discretion. Beneficiary may choose to collect Rents either WIth or WithOut taking
possessIon of the Property. Beneficiary shall apply all Rents collected by it in the manner
proVIded under SectIon 7.6 If an Event of Default occurs while BenefiCIary IS in
possesSIon of all or part of the Property and is collecting and applymg·Rents as permitted
under thIs Deed of Trust, BenefiCiary arid any receiver shall nevertheless be entitled to
exerCIse and Invoke every nght and remedy afforded any of them under thIs Deed of
Trust and at law or 1D eqwty.
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24. Beneficiary Not Responsible.; Under no Circumstances shall BeneficIary
have any duty to produce Rents from the Property. Regardless of whether or not
BeneficIary, In person or by agent, takes actual possessIon of the PremIses and
Improvements, unless BeneficIary agrees in wntIng to the contrary, Beneficiary IS not
and shall not be deemed to be.
(a) A "BeneficIary in possessIon" for any purpose, or
(b) ResponsIble for performmg any of the oblIgations of the lessor
under any lease, or
. (c) ResponSible for any waste commItted by lessees or any other
partIes, any dangerous or defective condItIon of the Property, or any neghgence In
the management, upkeep, reparr or conP"ol of the Property; or
(d) Ltable m any manner for the Property or the use, occupancy,
enjoyment or operation of all or any part of It
2 5 Leasing. Grantor shall not ~ept any depoSit or prepayment of rents
under the leases for any rental penod exceedIng one (l) month Without BenefiCIary's
prior written consent Grantor shall not lease the Property or any part of it except strictly
In accordance WIth the Loan Agreement .
3. Grant of Security Interest
3.1 Security Agreement. The partIes Intend for thIs Deed of Trust to create a
hen on the Property, and an absolute asSignment of the Rents, all in favor of BenefiCIary
The partIes acknowledge that some of the Property and some or all of the Rents may be
determined under applIcable law to be personal property or fixtures. To the extent that
any Property or Rents may be or be deteniuned to be personal property, Grantor as debtor
hereby grants BenefiCIary and Trustee as secured partIes a SecurIty mterest in all such
Property and Rents, to secure payment and performance of the Secured Obligations ThIs
Deed of Trust constitutes a secunty agreement under the Urufomi CommercIal Code of
the State in whIch the Property 15 located, covermg all such Property and Rents.
3 2 Financing Statements. As proVIded In SectIon 5 9 below, Grantor shall
pay all other fees and costs that BenefiCIarY may incur m filmg one or more financing
statements and such other documents as BenefiCIary may from tIme to tune require to
perfect or continue the perfection of BenefiCIary's seCurIty mterest In any Property or
Rents and In obtammg such record searches. as BenefiCIary may reasonably reqw.re In
case Grantor falls to execute any documents required for the perfectIon or contInuatIon of
. any security mterest, Grantor hereby appomts BenefiCIary as its true and lawful.attomey-
m-fact to execute any such documents on Its behalf If any financmg statement or other
document IS filed in the records normally pertairung to personal property, that filing shall
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. never be c()nstrued as m any way4erogatmg from or ImPaIring thts Deed of Trust or the
nghts or obhgatlons of the partt~. under It.
4 Fixture Filing.
ThIS Deed of Trust constitutes a financmg statement filed as a fixture filmg under
Article 9 of the Umform Commercial Code In the State In which the Property is located,
as amended or recodIfied from time to tune, covering any Property which now IS or later
may become fixtures attached to the Prennses or Improvements For this purpose, the
respective addresses of Grantor, . as debtor, and BenefiCIary and Trustee, as secured
parties, are as set forth m the preambles oftrus Deed of Trust
5. Rights and Duties oftbe Parties.
5.1 Representations and Warranties. Grantor represents and warrants that.
(a) Grantor lawfully possesses and holds fee simple tItle to all of the
Prennses and Improvements,
(b) Grantor has or WIll have good tItle to all 'Property other than the
Prennses and Improvements,
(c) Grantor has the full and unlmuted power, right and authonty to
encumber the Property and assIgn the Rents; .
(d) ThIs Deed of Trust creates a first and pnor hen on the Property,
(e) The Property includes all property and rights which may be
reasonably necessary or desirable to promote the present and any reasonable
future beneficial use and enJoymeIlt of the Premises and Improvements;
(t) Grantor owns any Property that IS personal property free and clear
of any securIty agreements, reservations of tItle or condruoBal· sales contracts, and
there IS no finanCing statement affectmg such personal property on file in any
publIc office; and
(g) Grantor's place of busmess, or its chief executIve office If It has
more than one place of business, IS located at the address set forth in the
preambles to this Deed of Trust
5 2 Taxes and Assessments. Grantor shall pay pnor to delInquency all taxes,
leVIes, charges and assessments, agamst the Property m accordance with the Loan
Agreement
5.3 Performance of Secured Obligations. Grantor shall px:omptly pay and
perform each Secured Obhgatlon 10 accordance Wlth Its terms. .
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S 4 . Liens, Charges '~~d Encumbrances. Grantor shall unmechately
discharge any ben on the Property that BeneficIary has not consented to m wrIting or that
IS not otherwise penmtted m accord~ce WIth th;e tenns of the Loan Agreement
S S Damages and Insurance and Condemnation Proceeds. In the event of
any casualty or condemnation of the Property; the proVIsions of ArtIcle 16 of the Loan
Agreement shall govern
56 Maintenance and Preservationl of Property.
(a) Grantor shall insure the Property as reqUIred by the Loan
Agr~ement and keep the Property In good condItIon and repair
(b) Grantor shall not remove: or demohsh the Property or any part oftt,
or alter, restore or add to the Property, or initiate or allow any change or vanance
m any zoning or other Premises use classification which affects the Property or
any part of It, except as permttted or reqwred by the Loan Agreement or With
Beneficiary's express pnor wrItten consent in each mstance
(c) If all or part of the Property becomes damaged or destroyed,
Grantor shall promptly and completely repaIr and/or restore the Property In a
good and workmanlIke manner in aCcordance with sound budding practlces,
regardless of whether or not Beneficiary agrees to dIsburse Proceeds or other
sums to pay costs of the work of repmr or reconstructlon under Artlcle 16 of the
Loan Agreement. '
(d) Grantor shall not comri:ut or allow any act upon or use of the
Property that would VIolate: (1) any appbcable Laws or order of any
Governmental Authonty, whether now' exlstmg or later to be enacted and whether
foreseen or unforeseen, or (11)" any: public or pnvate covenant, conditlo~
restrictlon or eqUItable servitude affectmg the Property Grantor shall not bnng or
keep any article on the Property or cause or allow any condition to exist on it, if
that could mvaltdate or would be problblted by any msurance coverage required
to be maintained by Grantor on the Property or any part of It under the Loan
Agreement i
(e) Grantor shall not comnut or allow waste of the Property, Including
• I those acts or omiSSions charactenzed under the Loan Agreement as waste whlch
anses out of Hazardous Material.
I
(f) Grantor shall perform all other acts that from the character or use
of the Property may be reasonably necessary to mmntam and preserve Its value.
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57. Releases, Extensions, Modifications and Additional Security. From
tnne to time, BeneficIary may perform any of the folloWIng acts without mcumng any
habihty or giving notice to any person
(a) Release any person lIable for payment of any Secured Obligation,
(b) Extend the tune for payment, or otherwIse alter the terms of
payment, of any Secured OblIgatton;
(c) Accept addItlonal real or personal property of any land as secunty
for any Secured OblIgation, whether eVidenced by deeds of trust, mortgages,
secunty agreements or any dher mstruments of secunty;
Cd) Alter, substItute or release any property secunng the Secured
Obhgations;
(e) Consent to the makmg of any plat or map of the Property or any
partofit; .
(f) Jom m granting any easement or creatlng any restnctIon affecting
the Property;
(g) Jom in any subordInation or other agreement affectmg thIs Deed of
Trust or the ben of It, or
(h) Release the Property or any part of It.
5 8 Release. When all of the Secured ObhgatIons have been paId In full and
all fees and other sums owed by Grantor under SectIon 5 9 of this Deed of Trust and the
other Loan Documents have been received, BenefiCiary shall request that Trustee
reconvey thIs Deed of Trust and the hen created thereby, and shall release all notes and
Instruments evidencmg the Secured ObligatIons Grantor shall pay any costs of
preparation and recordation of such reconveyance and releases
5.9 Compensation, Exculpation, Indemnification.
(a) Grantor agrees to pay fees In the maxnnum amounts legally
permitted, or reasonable fees as may be charged by BenefiCIary when the law
provides no maxunum bmIt, for any sel"Vlces that BenefiCiary or Trustee may
render In connectIon With t1us Deed of Trust, Including proVIdmg a statement of
the Secured ObhgatIons or proVidIng the release pursuant to SectIon 5 8 above
Grantor shall also payor reimburse all of Beneficiary's and Trustee's costs and
expenses that may be mcurred m rendenng any such services Grantor further
agrees to payor relIDburse BenefiCIary for all costs, expenses and other advances
that may be mcurred or made by Beneficiary or Trustee in any efforts to enforce
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20030116001950.011
any terms of tlus Deed of Trust, mcluding any rIghts or remedies afforded to
Beneficiary and Trustee under Section 73, whether any lawswt IS filed or not, or
m defending any action or proceedmg ansing under or relating to this Deed of
Trust, mcludmg attorneys' fees and other legal costs, costs of any Foreclosure
Sale (as defined in SubsectIon 7 3(1) below) and any cost of eVIdence of tItle. If
Beneficiary andlor Trustee, as reqwred by applIcable law, chooses to dispose of
Property through more than one ForeClosure Sale, Grantor shall pay all costs,
expenses or other advances that may be incurred or made by BenefiCiary andlor
Trustee m each of such Foreclosure Sales. In any Suit to foreclose the hen hereof
or enforce any other remedy of Trustee or BenefiCiary under tlus Deed of Trust or
the Note, there shall be allowed and mcluded as addItional mdebtedness m the
decree for sale or other judgment or decree all expenditures and expenses that
may be paId or incurred by or on behalf of Trustee and BeneficIary for reasonable
attorneys' costs and fees (includIng the costs and fees of paralegals), survey
charges, appraiser's fees, InspectIng engmeer's andlor archItect's fees, fees for
envIronm~nta1 studtes and assessments and all addItIOnal expenses mcurred by
Trustee and BenefiCIary WIth respect to envlIonmental matters, outlays for
documentary and expert eVidence, stenographers' charges, publication costs, and
costs (whIch may be estlmated as to: Items to be expended after entry of the
decree) of procunng all such abstrac~ of tItle, title searches and examinations,
tItle msurance polICies, arid similar data and assurances WIth respect to title as
Trustee and BenefiCIary may deem reasonably necessary eIther to prosecute such
suit or to evidence to bidders at any sale whIch may be had pursuant to such
decree the true condItIon of the tItle to, the value of or the enVironmental
condItion of the Property. All expendItures and expenses of the nature m thts
Subsection mentioned, and such expenses and fees as may be mcurred m the
protectIon of the Property and mamtenance of the lien of tlus Deed of Trust,
mcludIng the fees of any attorney (Iricluding the costs and fees of paralegals)
employed by Trustee or Beneficuiry in any htIgatIon or proceeding affectIng this
Deed of Trust, the Note or the Property, mcludIng probate and bankruptcy
proceedIngs; or in preparatIon for ithe commencement or defense of any
proceedmg or threatened SUlt or proceeclmg, shall be ImmedIately due and payable
by Grantor, with interest thereon at the Default Rate and shall be secured by thts
Deed of Trust ' .
(b) Neither Beneficiary nor Trustee shall be dIrectly or indirectly
hable to Grantor or any other person as a consequence of any of the followmg
(1) Beneficiary's or:Trustee's exercise of or fmIure to exercIse
any nghts, remedies or powers granted to BenefiCIary andlor Trustee in
thIs Deed of Trust, ,
Deed of Trust-Loan No 3113665639
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(ii) BeneficIary's fmlure or refusal to perform or chscharge any
obligatIOn or liabIlity of Grantor under any agreement related to the
Property or under tlus Deed of Trust, or
(Iii) Any loss sustained by Grantor or any thrrd party resultIng
from BenefiCIary's failure to lease the Property, or from any other act or
omISSIon of Beneficiary m managing the Property. after an Event of
Default, unless the loss is caused by the willful misconduct and bad faith
of Beneficiary.
Grantor hereby 'expressly waives and releases all lIability of the types descnbed
aboye, and agrees that no such hability shall be asserted against or Imposed upon
BenefiCiary or Trustee
( c) Grantor agrees to indemrufy BenefiCIary and Trustee' against and
hold them harmless from all losses, damages, hablhtIes, clmms, causes of action,
Judgments, court costs, attorneys' fees and other legal expenses, cost of evIdence
of title, cost of evidence of value, and other costs and expenses whIch they may
suffer or incur:
(1) In performing any act requued or permItted by tins Deed of
Trust or any of the other Loan Documents or by law,
(rl) Because of any failure of Grantor to perform any of Its
oblIgatlons, or .
(111) Because of any alleged oblIgatIon of or undertaking by
Beneficiary and/or Trustee to perform or chscharge any of the
representatIons, warrantIes, conchtlons, covenants or other oblIgatIons in
any document relatmg to the Property other than the Loan Documents
ThIS agreement by Grantor to indemmfy Beneficiary and Trustee shall survive the
release and cancellatIon of any or all of the Secured Obhgations and the full or
partIal release of tlns Deed of Trust
(d) Grantor shall pay all obligatlons to pay. money ansIng under tins
SectIon 5.9 immechately upon demand by BenefiCiary Each such oblIgatlon shall
be added to, and consldered to be part of, the pnncipal of the Note, and shall bear
Interest from the date the obhgation arises at the Default Rate
510 Defense and Notice of Claims and Actions. At Grantor's sole expense,
Grantor shall protect, preserve and defend the Property and title to and nght of posseSSIon
of the Property, and the secunty of thls Deed of Trust and the rights and powers of
BenefiCIary created under It, agmnst all adverse claims. Grantor shall give Beneficiary
prompt notice In wntlng if any claim is asserted that does or could affect any such
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20030116001980.013
matters, or If any actton or proceeding IS commenced WhICh alleges or relates to any such
clarm.
5 II Subrogation. Beneficiary shall be subrogated to the liens of all
encumbrances, whether released of record or not, that are dIscharged 10 whole or in part
by BeneficIary in accordance with tlus Deed of Trust or WIth the proceeds of any loan
secured by this Deed of Trust.
5 12 Site Visits, Observation and Testing. Beneficiary and its agents and
representatives shall have the right at any reasonable tIme to enter and VIsit the Property
for the purpose of performmg appraisals, observmg the Property, takmg and remoVIng
sOll or groundwater samples, and conductmg tests on any part of the Property
Beneficiary has no duty, however, to VIsit or observe the Property or to conduct tests, and
no SIte visit, observation or testuig by Beneficiary, Its agents or representauves shall
Impose any liabIlity on any of BenefiCiary, its agents or representabves In no event shall
any slte VIsit, observatton or testlOg by BenefiCiary, Its agents or representabves be a
representation that Hazardous Matenal are or are not present In, on or under the Property,
or that there h~ been or shall be comphance WIth any law, regulation or ordinance
pertalmng to Hazardous Matenal or any other apphcable governmental law. NeIther
Grantor nor any other party IS enotIed to rely on any sIte VIsit, observation or testmg by
any of Beneficiary, Its agents or representatlves. Neither Beneficlary, its agents or
representabves owe any duty of care to protec~ Grantor or any other party agamst, or to
mform Grantor or any other party of: any flazardous Material or any other adverse
condioon affecting the ProPero'. BenefiCiary shall gIve Grantor reasonable nobce before
entermg the Property Beneficiary shall make reasonable efforts to avoid interfering WIth
Grantor's use of the Property 10 exercising any nghts prOVIded in thts Sectton 512
5 13 Notice of Change. Grantor shan give BenefiCiary prior wntten notIce of
any change 10. (a) the locatIon of Its place of busmess or Its chief executive office If It
has more than one place of busmess, (b) the locatIon of any of the Property, mcludmg the
Books and Records; and (c) Grantor's name : or business structure Unless otherwise
approved by BenefiCiary m wntmg, all Property that COnsISts of personal property (other
than the Books and Records) WIll be located on the PreJDJ.SeS and all Books and Records
WIll be located at Grantor's place of business or chIef executive office if Grantor has
more than one place of busmess .. I
I
5 14 Partial Reconveyance Upon Grantor's fulfillment of all of the terms and
condIttons set forth m the Loan Agreement, BenefiCiary agrees, upon the wotten request
of Grantor, to direct Trustee to execute and deliver a partIal reconveyance releasing from
the hen of thIs Deed of Trust parcels of the AddI1lonal Property as such term is defmed in
the Loan Agreement (a "Rekase Parcel") so long as: (i) there does not eXIst any
uncured default under any of the Loan Documents or any event which, followmg nonce
andlor the expirabon of any applicable cure penod WIthout a cure, would constItute an
default thereunder, (11) the Release Parcel and ~e real property remammg subject to the
!
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Deed of Trust shall each cons~tute legal and separately conveyable parcels WIth
reasonable and adequate access to pubhc streets and utIhtles sattsfactory to BenefiCIary,
and (iii) Beneficiary receives there"Jease pnce establIshed in the Loan Agreement and all
other amounts It IS entttled to receive thereunder Except as specifically proVided in the
Loan Docwnents, Beneficiary shall not be oblIgated otheIWlse to reconvey the hen of the
Deed of Trust, In whole or tn part, unttllt has received payment m full of all amounts due
it under all of the Loan Documents. BenefiCiary's acceptance of any payment or
instructton to the Trustee to issue any partIal reconveyance shall not affect Grantor's
oblIgatIon to repay all amounts that remain owmg under the Loan Docwnents or the
security of this Deed of Trust regardmg any portion of the Property that IS not
reconveyed If BenefiCIary does not reqwre satlsfactton of all of the condItlons set forth
10 the Loan Agreement before releaSIng one or more Release Parcels, that alone shall not
be a WaIver of such condItIons, and BenefiCiary reserves the right to require theIr
sattsfactton in full before releasmg any further Release Parcels from thIs Deed of Trust
6 Rights Under Condominium Laws. Thls Deed of Trust shall Include the
follOWIng nghts in connectlon WIth any condommlum project developed on the Preffilses·
6 I Security Interest in Rights Under Condominium Laws. TIus Deed of
Trust and BenefiCiary's secunty mterest hereunder shall extend to all of Grantor's nght,
title and interest m and to any and all unIts. common elements; development rights,
declarant nghts and any other nghts of Grantor m the Project now existing or
subsequently ansing under all laws now existmg or later enacted relating to
condominIums (together the IICondominium Laws") ,
62 Representations and Warranties. Grantor hereby represents, warrants
and agrees·
(a) Not to file, record or amend any condominium declaratlon In
connectlon With the Project Without the pnor wntten consent of BenefiCiary,
wIDch consent BenefiCiary shall not unreasonably Withhold;. ,
(b) To take those steps necessary to ensure that the condominium
declaratlon filed in connection With the Project comphes -with Chapter 6, Legal
Requirements of the FannIe Mae Sellmg Gwde as estabhshed by the Federal
NatIonal Mortgage AssociatIon. and any smular requirements nnposed by the
Federal Home Loan Mortgage Corporation,
(c) To make all payments required and to observe and perform all
terms and conditlons to be performed by Grantor under all documents by wIDch
the condommlUm is constItuted and/or governed and all other documents required
to be executed by declarant pursuant to the Condommium Laws,
Deed of Trust-Loan No 3113665639 .
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.. { I (d) To comply With all of Its obhgations as a urnt owner under the
Condomiruum Laws, and ...... ;
(e) To pay all ch8.rges, lDcludmg all common expenses hablllties and
assessments (specIal or general), insurance, taxes and other Items Grantor is or
may later be responsible for paying under the condominium documents as the
same may be recorded and/or amended. and under the Condonumum Laws.
63 Proxy. UntIl such tune as tms Deed of Trust is reconveyed of record as
herem proVIded, Grantor pledges to BeneficIarY Its vote and constItutes BenefiCiary as
Grantor's proxy (wluch appointment is coupled Wlth an intereSt) Wlth sole nght to vote
upon·
(a) any partrtlon of all or any portlon of the Land subject to the
condommtum declaratIon, I
(b) the nature and amount of any msurance Wlth respect to any such
property and dtsposltlon of any proceeds thereof;
(c) the manner in' whIch any condemnation or ~t thereof shall be
defended or settled, .
(d) determinatIon as to whether or not to restore or rebwld any portIon
of the Improvements located on the Lan4;
(e) assessment of any e?cpenses other than routIne penodtc
assessments,
(1) removal of all or any pOrtlon of the Land or Improvements from
the prOVISIons of the CondolDlmUIn Laws; and
(g) any modtficatlons, . amendments, extensions, renewals, .
cancellatIons. transfers or encUmbrances of any urnt that IS part of the Project by
deed, lease or other Instrument '
64 Authorized Representative. BenefiClary IS hereby appolDted OTantor's
authonzed representatIve (which appomtment IS coupled with an mterest) fOf the
inspectIon of books and records as proVld~ m the condominium declaration and/or
bylaws. Satd appomtment to be Irrevocable untIl such tune as this Deed of Trust is
reconveyed of record as herem prOVIded. ..
6.5 Notices, etc. GrantofWlll proVIde, upon request of Beneficiary. true and
correct COpies of
Deed of Trust-Loan No 3113665639
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(a) any nonces to the owners of the condominium uruts, Includm& but
not limited to, any notices of any meetIngs of the owners of the condommrum
untts;
(b) ,mmutes of any meetmgs,
(c) any statement of financial condition of the condolnmium owners'
association Includmg any budgets or proposed budgets as av:ailable to any owner,
(d) any statement shOWIng allocatIon of proportIonal occupancy,
expenses and'assessments ISSUed to Grantor;
(e) any notice of default Issued to Grantor, and
(f) any amendment or proposed amendment to the condommium
declarallon, bylaws, or other condommlUm documents
6.6 Payment of Common Expenses. Unless prolubIted by law, BenefiCIary
or Trustee, either pnor to, contemporaneously Wlth, or subsequent to the foreclosure of
thIs Deed of Trust, or wlnle pendmg the expiration of any apphcable redemption penod
subsequent to a JudiCial foreclosure and sale upon executIon of the Project, may pay
common expenses for which Beneficiary may be hable, and subsequent to such payments
BenefiCIary shall have a hen Wlthout merger on the ProJectfor the amount paId of the
same,prionty as the lien ofthls Deed of Trust, or if subsequent to sale or execution, saId
hen shall be pnor to any hen held by any redemptioner as defined by law. In the event
the Beneficiary IS the successful bidder at any sale upon execution subsequent to a
judICial foreclosure and obtams possessory nghts to the Property subject to redemptIon
by the Judgment debtor or redemption as defmed by law, aliy payments made by the
BenefiCiary or· Its successor m mterest to satIsfy condommium assessments levied and
payable dunng the redemption period' shall, In the event of any redempllon, be
recoverable by the Beneficiary from the Judgment debtor or Its successors m Interest, or
any redemptioner In the same manner as any other assess~en~ or tax would be
recoverable
6 7 Condominium Insurance. The msurance provIsIons of this Deed of
Trust shall be deemed satIsfied soiong as, upon establtshment of the owners' associatIon
for the Project, the owners' assOCIation shall maintam all insurance for the Project
reqUlred under the Loan Agreement
6.8 Required Consent of Beneficiary. Grantor shall not, except after notice
of BenefiCIary's pnor wntten consent.
(a) partItion or subdIVIde the Land or th~ ProJect,
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(b) consent to the abando~ent or termination of the condominlUm
proJect, except for abandoJ)IIlent or termmation proVIded by law in the case of
substantial destructIon by' fire or other casualty or in the case of taking by
condemnation or eminent domam, or
(c) consent to any material amendment to the declaratIon, bylaws or
rules and regulatIons of q,.e condomInium owners' assocIatIon, or equtvalent
constituent documents of the condomwUm project, mcludmg, but not hmited to,
any amendment that would change the fractIon or percent:age of allocated interests
of the urnt owners in the condominium proJect, provided that BenefiCIary hereby
consents to all amendments.to the decl~tIon for the purpose of adding addIUOnal
phases to the condommnmlproJect. '
7 Accelerating Transfers, Default and Remedies.
7 1 Accelerating Transfers.
(a) "Accelerating Trans/er" means any Transfer not expressly
pemutted under Arttcle 17 of the Loan ~greement
. . I
(b) Grantor acknowledges that BenefiCIary lIS makmg one or more
advances under the Loan Agreement m rehance on' the expertIse, skul and
experience of Grantor, tb~ the Secured Obligations ulclude matenal elements
sundar In nature to a personal sernce cOntract. In cODSIdemttoh of BeneficIary's
rehance, Grantor agrees that Grantor shall not make any Accelerattng'Transfer,
unless the transfer IS pr~eded by Beneficiary's express written consent to the
partIcular transactton and transferee BenefiCiary may withhold such consent in
Its sole dIscretIon If any Accelerating Transfer occurs, BenefiCIary In Its sole
discretion may declare all.ofthe Secured ObligatIons to be unmedtately due and
payable, and BenefiCiary may invoke any nghts and remedtes proVIded by
Sectton 7 3 ofthts Deed of Trust.
I ;
(c) Any default by Grantor or any Guarantor wider the EnVlfOrunental
Indemmty thahs not cured Within any apphcable cme penod thereunder.
,
(d) Any default by Grantor llnder any Permitted Exceptton that IS not
cured WlthIn any apphcable cure penodtbereunder.
7 2 Events of Default.· Grantor ~1l be In default under thIs Deed of Trust
upon the occurrence of anyone or more of the followmg events (some or all collecttvely,
l'Events 0/ De/aulf', anyone smgly, an "Event 0/ Default'').
(a) Failure of Grimtor (1) (x) to pay the pnncipal balance of the Loan
due at Maturity, (y) to pay any monthly mstallment of prinCIpal or mterest WIthIn
five (5) days after the date when due or (z)to observe or perform any of the other
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covenants or condrtIons by Grantor to be performed under the terms of this Deed
of Trust or any of the other Loan Documents concerning the payment of money
for a period of five (5) days after wntten notIce from Beneficiary that the same is
due and payable; or (Ii) fot a period of thirty (30) days after wntten notIce from
BeneficIary, to observe or perform any non-monetary· covenant or conchtIon
contmned m this Deed of Trust or any of the other Loan Documents, proVIded that
If any such faIlure concermng a non-monetary covenant or condrtion is
susceptIble to cure but cannot reasonably be cured WIthin said thirty (30) day
penod, then Grantor shall have an addtuonal SlXty (60) day penod to cure such
failure and no Event of Defatilt shall be deemed to exist hereunder so long as (x)
Grantor commences such cure Within the InItIal thIrty (30) day penod and
dIhgently and In good fmtltpursues such cure to completIon WIthIn such resultmg
nmety (90) day penod from the date of Beneficiary's notice, and (y) the existence
of such uncured default wlIl not result In any tenant under a Lease haVIng the
nght to terminate such Lease due to such uncured default, and prOVIded further
that If a dIfferent nonce or grace penod IS speCIfied under Arttcle 19 of the Loan
Agreement (or elsewhere in thts Deed of Trust or the Loan Agreement) m which
such particular breach will· become an Event of Default, the specIfic prOVISIon
shall control; or
(b) An "Event 0/ De/ault" occurs under the Loan Agreement or any
other Loan Document, or
( c) Any default by Grantor or any Guarantor under the EnVIrOnmental
Indemnity that IS not cured Within any apphcable cure penod thereunder;' or
(d) Any default by Grantor under any Permttted Exception that IS not
cured withm any appbcable cure penod thereunder.
7 3 Remedies. At anytlme after-an Event of Default, BenefiCiary shall be
enutled to invoke any and all of the nghts and remedies descn"bed below~ In adchtIon to
all other nghts and remedIes avallable to BenefiCIary at law or In eqUIty . All of such
nghts and remedies shall be cumulatIve, and the exerCIse of anyone or more of them
shall not constltute an electIon of remedies.
(a) Acceleration. BenefiCIary may declare any or all of the Secured
Obbgations to be due and payable munediately.
(b) Receiver. Beneficiary shall, as a matter of nght, WIthout notice
and Without glvmg bond ~o Grantor or anyone clatmlDg by, under or through
Grantor, and Without regard for the solvency or msolvency of Grantor or the then
value of the Property; to tile extent permitted by applIcable law, be entItled to
have a receIver appomted for all or any part of the Property and the Rents, and the
proceeds, Issues and profits thereof, With the nghts and powerS referenced below
and such other nghts and powers as the court malong such appoIntment shall
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confer, and Grantor hereby.~onsents to the appomtment of such receIver and shall
not oppose any such appoin.tment Such receIver shall have all powers and duties
prescnbed by applIcable l~~, all other powers which are necessary or usual In
such cases for the protection, possession, control, management and operatlon of
the Property, and such nghts and powers as BenefiCIary would have, upon
entenng and takmg possesSion of the Property under subsectIon (c) below
(c) Entry. BenefiCIary, m person, by agent or by court-appomted
receIver, may enter, take p~ssesS1on of, manage and operate all or any part of the
Property, and may also do any and all other thIngs m connectIon WIth those
actions that Beneficiary 'may In its :sole dIscretIon' consIder necessary and
appropnate to protect the ~¢C\U1ty of this Deed of Trust Such other tlnngs may
mclude: talong and posseSsmg all of Grantor's or the then owner's Books and
Records; entenng mto, enforcing, modIfyIng or cancelIng leases on such terms
and conditlons as Beneficiary may consIder proper; obtammg and eVIcting
tenants, fixmg or modIfymg Rents; c~llectmg and receiVIng any payment of
money oWIng to Benefictary, completlng any unfinished constructIon; andlor
contracting for and makmg repairs and alteratlons If BenefiCIary so requests,
Grantor shall assemble all of the Property that has been removed from the
Premises and make all Of'lt avallable to Beneficiary at the SIte of the Premises.
'Grantor hereby Irrevocably constttutes and appomts BenefiCiary as Grantor's
attomey-m-fact to perform such acts ati-d execute such documents as BenefiCIary
In its sole dIscretlon may consider to be appropriate m connection WIth taking
these measures, Including endorsement of Grantor's name on any Instruments
(d) Cure; Protection of Security. BenefiCIary may cure any breach
or default of Grantor, and If It chooses to do so m connectIon with any such cure,
Beneficiary may also enter the PropertY andlor do any and all other things that it
may m Its sole discretIon COnSIder .necessary and appropnate to protect the
secunty of this Deed of Trust, mcludmg, WIthout hmitanon, completing
constructIon of the nnprovements at the Property contemplated by the Loan
Agreement Such other thIngs may mclude' appeanng m-andlor defendmg any
actIon or proceedmg wluch purports to affect the security of, or the nghts or
powers of Beneficiary under, this DeediofTrust, paying, purchasmg, contestlng or
compromisIng any encumbrance, charge, ben or claim of hen which in
BenefiCIary's sole Judgment IS or may be semor m priority to thIs Deed of Trust,
such Judgment of Beneficiary or to be conclUSIve as among the parties to thIs
Deed of Trust, obtammg lnsurance andlor paying any premIums or charges for
insurance required to be earned under ,the Loan Agreement, otherwise caring for
and protecttng any and all of th~ Property, andlor employmg counsel,
accountants, contractors and other appropnate persons to aSSlst Beneficiary
Beneficiary may take any of the actIons permItted under thIs Subsecnon 7.3(d)
eIther with or without gIVing notice to any person. Any amounts expended by
Beneficiary under thIs Subsection 7.3ed) shall be secured by tins Deed of Trust.
Deed of Trust-Loan No 3113665639
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(e) Uniform C~!nmercial Code Remedies. Beneficiary may exercise
any or all of the reme4i.~ granted to a secured party under the Uniform
Commercial Code m the S~te m winch the Property IS located
~'~;:;'
(f) Foreclosure; Lawsuits. Beneficiary shall have the ngh~ in one or
several concurrent or coriS~utive proceedings, to foreclose the hen hereof upon
the Property or any part thereof, for the Secured Obligattons, or any part thereof,
-by any proceedmgs approprlate under applicable law BenefiCIary or its nommee
may bId and become the purchaser of all or any part of the Property at any
foreclosure or other sale hereunder, and the amount of Beneficiary's successful
bId shall be credited on the Secured ObhgatIons WIthout IlDlltmg the foregoing,
Beneficiary may proceed by a 8mt or suits In law or equIty, whether for specific
performance of any covenant or agreement herem contaIned or m 8J.d of the
execution of any power herem granted, or for any foreclosure under the judgment
or decree of any court of competent JUflsruction In additIon to the right provided
In SectIon 7 3 (a), ,upon, or at any tIme after the filmg of a complamt to foreclose
this Deed' ofTrus~ Trustee and Benefictary shall be entltled to the appointment of
a receIver of the Property by the court m whIch such complaint IS filed, and
Grantor hereby consents to such apPOIntment
(g) Other Remedies. BenefiCIary may exerCIse all nghts and
remedles contamed m any other mstrument, document, agreement or other wntlng
heretofore, concurrently or in the future executed by Grantor or any other person
or entIty m favor of Beneficiary 1D connectIon WIth the Secured OblIgatIons or
any part thereof, WIthout prejUdIce tO,the right of BeneficIary thereafter to enforce
any appropriate remedy agamst Grantor. BenefiCIary shall have the right to
pursue all remedIes afforded to a Beneficiary under apphcable law, and shall have
the benefit of aU of the provisions .of such apphcable law, mcluding all
amendments thereto which may beco~e effectIve from tIme to tIme after the date
hereof.
(h) Sale of Personal Property. BenefiCIary and/or Trustee, as
requrred by appbcable law, shall have the dIScretionary nght to cause some or all
of the Property, whlch constItutes personal property, to be sold or othefWlse
disposed of in any combmatlon and m any manner permttted by applicable law.
(i) For purposes of tlus power of sale, BenefiCiary andlor
Trustee, as reqmred by apphcable law, may elect to treat as personal
property any Property that is intangIble or that can be severeq. from the
Premises or Improvements without causmg structui'al, damage If It
chooses to do so, Beneficlary andlor Trustee, as reqwred by apphcable
law, may dispose of any personal property, m any manner pemntted by
Artlcle 9 of the Uniform CommerCIal Code of the State in which the
Deed o/Trust -Loan No 3113665639
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Property IS locate4~~~~luding any pubhc or private sale, or m any manner
permitted by any oiE'~r appbcable law. I
:::.,tlt.: i
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(ii) In connectIon v{ith any sale or other dispOSItion of such
Property, Grantor "agrees that the folloWIng' procedures constitute a
commercially reasOnable sale BenefiCIary shall matI wntten notIce of the
sale to Grantor not later ~ thrrty (30) days prior to' such sale
Beneficmry WIll pubhsh notJc~ of the sale In a local dally newspaper of
general clrculatlon "Upon receIpt of any writteIl, request, Beneficiary WIll
make the Property avrulable to any bona fide prospectIve purchaser for
inspectIon dunng reasonable b~siness hours Notwithstandmg, Beneficiary
shall be under no obligation to consummate a sale If, in its Judgment, none
of the offers received by it eqw/.ts the fair value of the Property offered for
sale. The foregomg'procedurd do not constitute the only procedures that
may be commercIally reasonable '
.:.=.' I
(i). Single or Multiple Fo~eclosure Sales. If the Property conSIsts of
more than one lot, parcel or Item of property, BenefiCiary and/or Trustee, as
requIred by applIcable law,IilaY! ,
I
(I) DeSIgnate the otder m which the lots, parcels and/or Items
shall be sold or dispoSed of or dffered for sale or dISpoSition, and ',I !
I
(ii) 'Elect to dISpose! of the lots, parcels and/or Items through a
smgle consohdated sale or dI$poSitlon to be held or made under or in
connectIon WIth judiCIal proceedings, or by' Vlrtue of a Judgment and
decree of foreclosure and sale, or through two or more such sales or I dispOSitions, or in anY other Dilanner Beneficiary may deem to be m Its
best interests (any s~ch sale or :dIsposltlon, a "Foreclosure Sale"; and any
two or more, "Fo,.e~losure-Sales") ·5~·. !
. \.;.:{! ,
If BenefiCIary chooses to haVe more than one Foreclosure Sale, Beneficiary at its
option may cause the ForeclQsure Sal~ to be held SImultaneOUSly or succesSIvely,
on the same day, or on such different days and at such different tImes and lDsuch
order as BenefiCiary may d~em to be! in Its best mterests No Foreclosure Sale
shall temunate or affect the liens of thls Deed of Trust on any part of the Property
that has not been sold, unt1I~1 of the ~ecured Obligati~ns have been prod 10 full
.' i I 7 4 Credit Bids. At any Foreclosure Sale, any pe~on, lOcluding Grantor or
BenefiCIary, may bid for and acqUlre the Prop~ or any part of!t to the extent permitted
by then applicable law. Instead of paying cash for such property, Beneficiary may settle
for the purchase pnce by cremtJng,the sales price of the property agamst the followmg
obhganons: I' I
Deed of Trust -Loan No 3113665639
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(a) First, the portion of the Secured ObligatIons attnbutable to the
expenses of sale, costs of any actIon and any other sums for which Grantor is
obhgated to payor reImburse BeneficIary and Trustee under Section 5.9 of thIS
Deed of Trust; and
(b) Second, all other Secured ObhgatIons in any order and proportions
as Beneficiary m Its sole discretlon may choose.
7 5 Application of Foreclosure Sale Proceeds. BeneficIary shall apply the
proceeds of any Foreclosure Sale m the followmg manner:
. (a) First, to pay the portlon of the Secured ObltgatIons attnbutable to
the expenses of sale, costs of any actlon and any other sums for whIch Grantor IS
obhgated to reimburse BenefiCIary or Trustee under SectIon 5 9 of tlns Deed of
Trust;
(b) Second, to pay the portion of the Secured OblIgatlons attn1mtable
to any sums expended or advanced by BeneficIary under the terms of tlus Deed of
Trust that then remain unpmd,
(c) Third, to pay all other Secured Obligatlons in any order and
proportIons as Beneficiary m Its sole dIscretIOn may choose, and
(d) Fourth, to remtt the remainder, if any, to the person or persons
entitled to it
7.6 Application of Rents and Other Sums. BeneficIary shall apply any and
all Rents collected by It, and any and all sums other than proceeds of a Foreclosure Sale
which BeneficIary may receIve or collect under SectIon 7.3 above, m the following
manner
(a) First, to pay the portion of the Secured ObligatIons attributable to
the costs and expenses o(operauon and collection that-may be mcurred by
BenefiCIary or any receiver,:
(b) Second, to pay all other Secured ObhgatJons m any order and
proportIons as Beneficiary IIi Its sole dIscretIon may choose, and
(c) 11nrd, to reintt the remamder, If any, to the person or persons
entItled to It
Beneficiary shall have no lIablhty f~r any funds that It does not actually receIVe
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8 The Trustee.
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8 1 Certain Rights. With the approval ofBenefiClary, Trustee shall have the
nght to take any and all of the follQWmg actions: (i) to select, employ and consult with
counsel (who may be, but need not be, counsel for Beneficiary) upon any matters ansing
hereunder, mcludmg the prepamnon, execution and interpretatlon of the Loan
Documents, and shall be fully protected m relyrilg as to legal matters on the adVlce of
counsel, (u) to execute any of the:trusts and P9wers hereof and to perform any duty
hereunder either drrectly or throUgh Ins or her agents or attorneys, (Ii!) to select and
employ, m and about the executIon of Ins or he~ duties hereunder, suitable accountants,
engmeers and other experts, agents and attomeys-m-fact, either corporate or mdtVldual,.
not regularly m the employ of Trustee (and Trustee shall not be answerable for any act,
default, neghgence, or misconduct of any such accountant, engineer or other expert, agent
or attomey-m-fact, If selected Wlthreasonable cine, or for any error of Judgment or.act
done by Trustee in good f81th, or be otherwise responSible or accountable under any
crrcumstances whatsoever, except-for Trustee's gross negligence or bad f81th), and
(IV) any and all other lawful action that BenefiCIary may instruct Trustee to take to
protect or enforce BenefiCIary's nghts hereunder Trustee shall not be personally liable
m case of entry by Trustee, or anyone entermg DY vIrtue of the powers herem granted to
Trustee, upon the Prenuses for debts contracted for or lIablhty or damages mcurred m the
management or operatlon of the P1;emlses Trustee shall have the nght to rely on any
mstrument, document, or signatUre authonzmg or suppomng any acnon taken or
proposed to be taken by Trustee hereunder, belIeved by Trustee in good f81th to be
genume. Trustee shall be entItled to reImbursement for expenses mcurred by Trustee in
the performance of Trustee's duties hereunder c;md to reasonable compensatlon for such
of Trustee's services hereunder as shall be rendered. Grantor Wlll, from tlme to tIme, pay
the compensation due to Trustee hereunder and reunburse Trustee for, and save and hold
Trustee harmless agamst, any and a1lliabillty and expenses which may be mcurred by
Trustee m the performance of Trustee's dutIes. ,
82 Retention of Money. All moneys receIved by Trustee shall, until used or
applied as herein prOVided, be held In trust for the purposes for winch they were receIved,
and shall be segregated from any other moneys ~fTrustee
8 3. Suecessor Trustees.-. Trustee may resIgn by the gtVlDg of notice of such
resIgnanon m writing to BenefiCiary. If Trust~e shall dIe, resign or become dtsqualIfied
from acting in the execution of· tlns trust" or if, for any reason, BenefiCIary, in
BenefiCiary's sole dIscretIon and 'With or WIthout cauSe, shall prefer to appomt a
substitute trustee or mulnple subsntute trustees, or succeSSIve subStItute trustees or
successive mulnple substItute trustees, to act mstead of the aforenamed Trustee,
BenefiCIary shall have full power toappomt a ~bstltute trustee (or, If preferred, multIple
substitute trustees) m successIOn who shall sucCeed (and If multIple substitute trustees are
appomted, each of such mulnple substltute trustees shall succeed) to all the estates, nghts,
powers and duties of the aforenamed Trustee Such appomtment may be executed by any
Deed of Trust -Loan No 3113665639
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authonzed agent of BeneficIary~and if su~h Beneficiary be a corporation and such
appomtment be executed on lts"behalf by any officer of such corporation, such
appointment shall be conc1uSlvelypresumed to be executed with authonty and shall be
valid and suffiCIent WIthOut proofof any action by the board of drrectors or any superior
officer of the corporatIon. Grantor, hereby ratifies and confirms any and all acts which
the aforenamed, Trustee, or IDS or' her successor or successors in this trust, shall do
lawfully by virtue hereof If multlple substitute trustees are appointed, each of such
multiple substltute trustees shall be empowered and authonzed to act alone without the
necessIty of the Jomder of the other multiple substItute trustees, whenever any actlon or
undertalang of such substltute trustees IS requested or reqUIred under or pursuant to this
Deed of Trust or applicable law Any pnor election to act jointly or severally shall not
prevent either or both of such multiple substltute Trustees from subsequently executIng,
Jomtly or severally, any or all oftheproVlSlons hereof
8.4 Perfection of Appointment. Should any deed, conveyance, or InStrument
of any nature be reqwred from Grantor by any Trustee or substItute Trustee to more fully
and certamly vest in and confirm to Trustee or substItute Trustee such estates, rights,
powers, and duties, then, upon request by Trustee or substitute trustee, any and all such
deeds, conveyances and mstrum~nts shall be made, executed, acknowledged, and
delivered and shall be caused to be,iecorded and/or filed by GrantOr
8 5 SucceSsion Instruments. Any substItute trustee appointed pursuant to
any of the proVISIOns hereof shall, WIthout any further act, deed or conveyance" become
vested with all the estates, properties, rights, powers, and trusts of its, rus or her
predecessor m the nghts hereunder with hke effect as If onginally named as Trustee
herem; but nevertheless, upon the wntten request of BenefiCIary or of the substitute
trustee, the Trustee ceasmg to act shall execute and deliver any mstrument transfemng to
such substItute trustee, upon the truSts herem expressed, all the estates, properties, nghts,
powers, and trusts of the Trustee so ceasmg to act, and shall duly asSIgn, transfer and
dehver any of the property and Irio~eys held by such Trustee to the substltute trustee so
appomted m such Trustee's place "
8 6 No Representation: by Trustee or Beneficiary: . By acceptmg or
approvmg anytlung required to be'observed, performed, or fulfilled or to be given to
Trustee or BenefiCiary pursuant to the Loan Documents, neIther Trustee nor BenefiCIary
shall be deemed to have warranted, consented to, or affIrmed the sufficiency, legality,
effectiveness or legal effect of the same, or of any term, proviSIOn, or condItIon thereof,
and such acceptance or appro~thereof shall not be or conshtute any warranty or
affirmation WIth respect thereto by Trustee or Beneficiary.
9 Miscellaneous Provisions.
9 1 Additional Provisii:ms. The Loan Documents fully state all of the terms
and conditIons of the partIes' agreement regardmg the matters mentIoned m or mCldental
to thls Deed of Trust The Loan Documents also grant further rights to aeneficlary and
Deed o/Trust -Loan No 3113665639
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";~ I contaIn further agreements and .~rmatIve and negative covenants by Grantor wInch
apply to tlus Deed of Trust and to the Property. .
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9.2 No Waiver or Cufl
(a) Each w8.1vet'by Beneficlary must hem writing, and no Walver shall
be construed as a contInumg wmver No waiver shall be unplied from any delay
or fmlure by BeneficIary to take actIon on account of any default of Grantor
Consent by Beneficiary to .~y act or onusslon by Grantor shall not be construed
as a consent to any other or sub~quent act or omISSion or to waive the
reqwrement for Beneficiary's consent to he obtained m any future or other
mstance
(b) If any oftlleevents descnbed below occms, that event alone shall
not cure or wmve any breach, Event of Default or notIce of default under tlus I Deed of Trust or mvalidate any act performed pmsuant to any such default or
notice, or nullify the effect of any n9tIce of default or sale (unless all Secured
Obbgations then due have been paId and performed and all other defaults under
the Loan Documents have been ~), or Impair the secunty of tlus Deed of
Trust; or prejudice BenefiCiary or any receiver m the exercise of any nght or
remedy afforded any of them under tIns Deed of Trust; or be construed as an
affinnation by Beneficiary of any tellf\D.cy, lease or optIon, or a subordmatlon of
the ben oftlus Deed of Trust
(1) Trustee or Beneficiary, Its agent or a receiver takes
posseSSIon of all or any part of the Property m the manner proVided m
Subsectlon 7 3(c)
(11) BenefiCiary collects and applies Rents as permrtted under
SectIons 2 3 and 7 6 above, eIther WIth or WithOut takmg possesSIon of all
or any part of the Property ,
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(til) Beneficuuy or Trustee receives and applIes to any Secured
OblIgation any proceeds of. any Property, mcludmg any proceeds of
insurance pohCIes, condeD11Ultlon awards, or other clauns, property or
nghts assigned to BeneficIarY tmder Section 5.5 above
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(IV) Beneficiary makes a SIte VISit, observes the Property and/or
conducts tests as permrtted under SectIon 5 12 above
(v) BenefiCIary or·Trustee receIves any sums under tlus Deed
of Trust or any proceedsofiany collateral held for any of the Secured
Obhgations, and apphes them to one or more Secured Obhgatlons
Deed o/Trust -Loan No 31 J 3665639
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(Vl) Ben~&clary, Trustee or any receIver Invokes any rIght or
remedy provIded m,iger tins Deed of Trust
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93 Powers ofBenefici~i-y •
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(a) If Beneficiary performs any act that It IS empowered or authonzed
to perform under tins Deed of Trust, mcludmg any act permItted by Section 57 or
Subsection 7 3@ of tins Deed of Trust, that act alone shall not release or change
the personal liabJlIty of any person for the payment and performance of the
Secured Obhgatlons then outstandIng, or the hen of this Deed of Trust on all or
the remaInder of the Property for full payment and performance of all outstanding
Secured OblIgations. Theliablhty of the ongmaI Grantor shall not be released or
changed if Beneficiary grants any successor In mterest to Grantor any extension
of time for payment, or modificatlon of the terms of payment, of any Secured
ObhgatlonBeneficlary shall not be reqrured to comply with any demand by the
original Grantor that BenefiCIary refuse to grant such an extenSIon or modificatIon
to, or co~ence proceedIngs against, any such successor in Interest.
(b) BeneficIary may take any of the actions penmtted under
Subsectlons 7 3(b) and/or 7 3{c) regardless of the adequacy of the secmity for the
Secured Obhgatlons, or whether any or all of the Secured Obligations have been
declared to be Immeruately due and payable, or whether notice of default and
electlon to sell has been given under thIs Deed of Trust
(c) From tlme to time, Beneficwy may apply to any court of
competent jurisdiction for aId and directIon in eXeCunng and enforcmg the nghts
and remedIes created under thIs Deed of Trust BenefiCIary may from time to
time obtain orders or decrees drrectIng, confirmIng or approvmg acts m executmg
and enforcing these nghts and remedies.
94 Merger. No merger.shall occur as a result of BeneficIary's acquiring any
other estate in or any other hen on'the Property unless BenefiCIary consents to a merger
mwntmg
9 5 Joint and Several Liability. If Grantor consIsts of more than one perso~
each shall be jomtly and severally hable for the faIthful performance of all of Grantor's
obligations under this Deed of Trust
9.6 Applicable Law. The creation, perfection and enforcement of the lien of
tins Deed of Trust shall be governed by the laws of the State m whIch the property 18
located Subject to the foregoin~ in all other respects~ thIs Deed of Trust shall be
governed by the substantive laws of the State ofWashmgton .
97 Successors in Interest. The terms, covenants and condItions of tins Deed
of Trust shall be bmdmg upon and inure to the benefit of the heIrs, successors and asSIgns
Deed oJTrust-LoanNo 31/3665639
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of the partIes. However, thIS S~~on 9 7 does not waive the provisions of Section 11
above
9 8 Interpretation.
(a) Whenever the context reqwres, all words used m the smgular Wlll
be construed to have been u.sed m the plural, and Vlce versa, and each gender Wlll
mclude any other gender., The capb.qns of the secb.ons oftlns Deed of Trust are
for converuence only and do not defme or lumt any terms or proviSIons. The'
word ''include(s)'' meanS "include(s), Wlthout IllnttatIon," and the word
"mcludmg" means "mcludfug, but not lumted to "
(b) The word ,',!~'obligab.ons" is used m its broadest and most
comprehenSlve sense, and includes all pnmary, secondary. ~ indIrect, fixed
and conb.ngent obligationS _, It further mcludes all prmcipal, interest, prepayment
charges, late charges, IOaQ fees and any other fees and charges accrwng or
assessed· at any ttme, aS'well as ~l obbgab.ons to -perform acts or sattsfy conditions. -,-., ! !
(c) No listing ~f specIfic mstances, Items or !hatters m any way limits
the scope or generalIty of any language of this Deed of Trust The Exhibits to thIs
Deed of Trust are hereby inforporated m thIS Deed of Trust
9.9 In-House Counsel. Fees. Whenever Grantor is obhgated to payor
rennburse Beneficiary for any attorneys' fees, those fees shall mClude the allocated costs
for servIces of in-house counsel. ' :
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910 Waiver of Statutory Rights~ To the extent pernlltted by law, Grantor
hereby agrees that It shall not ancl,":WllI not apply for or avaIl Itself of any appraIsement,
valuation, stay, extensIon or exemption laws~ or any so-called "Moratonum Laws," now
existing or hereafter enacted, in oFqer to prevent or hinder the enforcement or foreclosure
of tlus Deed of Trust, but hereby :w.mves the; benefit of such laws. Grantor for Itself and
all who may claim through or un~~ It Waives any and all nght to have the property and
estates compnsmg the Property marshaled upon any foreclosure of the ben hereof and
agrees that any court haVIng junsdtctton to ,foreclose such hen may order the Property
sold as an entirety Grantor hereby WaIves any and all rights of redemption from sale
under any Judgment of foreclosur~ of this Deed of Trust on behalf of Grantor and on
behalf of each and every person· acquiring any mterest m or tttle to the Property of any
riature whatsoever, subsequent to the date ofthls Deed of Trust The foregomg WaIver of
nght of redemption is made pursuant to the proVlslons of applicable law
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9.11 Severability. If. any prOVISion of this Deed of Trust should be held
unenforceable or void, that prOvision shall be deemed severable from the remammg
provlslons and shallm no way affect the validity of thiS Deed of Trust except that If such
Deed of Trust -Loan No 3113665639
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provision relates to the payment of any monetary swn, then Beneficiary may, at Its
optIon, declare all Secured ObhgatiQos immedIately due and payable
912 Notices. Any notIce, demand, request or other commumcatlOn that any
party hereto may be required or may deslfe to give hereunder shall be m wntIng and shall
be deemed to have been properly given when made as proVIded m the Loan Agreement
Any notice or demand delivered to the· person or entity named thereunder to accept
notIces and demands for Grantor shall constItute notIce or demand duly dehvered to
Gran~or, even If dehvery IS refused.
913 Beneficiary's Lien for Service Charge and Expenses. At all tunes,
regardless of whether any Loan proceeds have been dIsbursed, this Deed of Trust secures
(m addition to any Loan proceeds· dIsbursed from tune to tIme) the payment of any and
all loan COmnusslOns, service charges, bquidated damages, expenses and advances due to
or mcurred by BenefiCIary not to exceed the maximum amount secured hereby
914 Interest Rate Agreements For purposes hereof, all oblIgatIons of
Grantor to BenefiCIary under all Interest Rate Agreements and any indebtedness or
obligatIon contaIned therem or eVIdenced thereby shall be constdered an obhgatIon of
Grantor secured hereby. .
915 WAIVER OF TRIAL BY JURY. GRANTOR HEREBY
KNOWINGLY, VOLUNTARILYAND INTENTIONALLY WAIVES ANY RIGHT
THAT IT MAY HAVE TO A TRIAL BY JURY IN ANY LITIGATION ARISING IN
ANYWAY IN CONNECTION WITH THIS DEED OF TRUST, THE NOTE, OR ANY
OF THE OTHER LOAN DOCUMENTS, TIlE LOAN OR· ANY OTHER
STATEMENTS OR ACTIONS OF GRANTOR OR BENEFICIARY. GRANTOR
ACKNOWLEDGES THAT IT HAS BEEN REPRESENTED IN TIlE SIGNING OF
THIS DEED OF TRUST AND IN THE MAKING OF THIS WAIVER BY
INDEPENDENT LEGAL COUNSEL SELECTED OF ITS OWN FREE WILL, AND
TIIAT IT HAS DISCUSSED THIS WAIVER WITH SUCH LEGAL COUNSEL
GRANTOR FURTHER ACKNOWLEDGES TIlAT (i) IT HAS READ AND
UNDERSTANDS THE MEANING AND RAMIFICATIONS OF THIS W AlVER,
(ii)nnS WAIVER IS A MATERIAL INDUCEMENT FOR BENEFICIARY TO
MAKE TIlE LOAN, ENTER INTO THIS DEED OF TRUST AND EACH OF TIlE
OTHER LOAN DOCUMENTS, AND (in) THIS WAIVER SHALL BE EFFECTIVE
AS TO EACH OF SUCH OTHER LOAN DOCUMENTS AS IF· FULLY
INCORPORATED THEREIN.
9 16 Inconsistencies. In the event of any mconslstency between thIS Deed of
Trust and the Loan Agreement, the terms hereof shall be· controlhng as necessary to
create, preserve and/or mamtaIn a valid security interest upOn the Property, othe1WlSe the
proVISIons of the Loan Agreement shall be controlhng
Deed of Trust -Loan No 3113665639
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9 17 UCC Financing S~~tements. Grantor hereby authonzes Beneficiary to
file uec fmancmg statements to-p~rfect Beneficiary's secunty mterest m any part of the
Property In addition, Grantor:)lgrees to sign any and all other documents that
BeneficIary deems necessary m)ts sole dIscretIon to perfect, protect, and continue
Beneficiary's hen and security interest in the Property
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9.18 Certain Matters_ Relating to, Property Located in the State of
Washington. With respect to the-'Property th~t IS located in the State of WashIngton,
notWIthstandmg anything contained. herem to the contrary·
(a) Grantor represents and warrants to BenefiCiary that (a) the
Property is not used pnnclpruly for agncultural purposes, and (b) the loan secured
by this Deed of Trust was~ot made pnmanly for pers~na1, fanuly or household
purposes.
(b) At BenefiCitiry's opuon,: any written nonce of default given to
Grantor under this Deed ()f Trust or the other Loan Documents may be gtven m
the fonn of a statutory nou~ of default under the Washmgton Deed of Trust Act
'.i·
-( c) If this Deed'6f Trust IS foreclosed as a mortgage and the Property
sold at a foreclosure sale:" the purch~er may during any redempnon period
allowed, make such repmor alteratIons on the Property as may be reasonably
necessary for the proper operatIon, care, preservation, protectIon and insunng
thereof. Any sums so paid _ together With interest thereon from the tlme of such
expendlture at Default -Rate shall be added to and become a part of the amount
reqrured to be paid for redeIIlpnon from such sale.
(d) BenefiCIary shall have the right at its option to foreclose tlus Deed
of Trust subject to the nghts of any tenant or tenants of the Property • • .:<.,
(e) Notwithstanding anytlnng to the contrary set forth herem or any of
the Loan Documents, this Deed of Trust shall not secure the followmg obliganons
(the "Unsecured ObligaiJOns'? (a) any obhgatJons evidenced by or ansing
under the Envtronmental Iildemmty, and (b) any other obliganons m this Deed of
Trust or in any of the other Loan Documents to the extent that such other _
obhgatIons relate specIfically to the ,presence on the Property of Hazardous
Materials and are the sam~ or have the same effect as any of the obligatIons
eVidenced by or ansmg un:der the -Envtronmental Indemmty Any breach or
default With respect to the Unsecured Obhganons shall constItute an Event of
Default hereunder, nOtwithstanding the fact that such Unsecured ObligatIons are
not secured by thIs Deed of Trust Notlung m this SectIon sha1111llpatr or hnnt
BenefiCiary's nght to obtaI!! a Judgment m accordance With applicable law after
foreclosure for any defiCiency m recovery of all obligatIons that are secured by
this Deed of Trust followmi(foreclosur:c. -
Deed of Trust-Loan No 3113665639
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NOTICERE ORAL AGREEMENTS. -'.-:' :"'
ORAL AGREEMENTS':"OR ORAL COMMITMENTS TO LOAN
MONEY, EXTEND 'CREDIT OR TO FORBEAR FROM
ENFORCING REPAYMENT OF A DEBT, ARE NOT
ENFORCEABLE UNDE~ WASHINGTON LAW.
IN WI1NESS WHEREO(Grantor has executed this Deed of Trust as 'of the date
fIrst above written
'.~' GRANTORJDEBTOR: .. :-~
F Gll.ROY FAMILY, L L.C.,
,; a washmgto~n linuted lIabllity company
BQ ' /'~Rl::-=chard~~Gi~'lfO~y~~'f-------
STATE OF WASHINGTON },
COUNTY OF KING
. Its Manager
ss
On this day personally appeared before me Richard GIlroy, to me known to be the
Manager of GILROY FAMILY, L L C., the Washmgton liImted habllity company that
executed the foregomg instrument: and acknowledged such mstrument to be the free and
voluntary act and deed of such cOinpany, for the uses and purposes therein mentioned,
and on oath stated that he was duly authorized to execute such lDstrwnent.
GIVEN UNDER My HAND ~ OFFICIAL SEAL tins ~~; of January, 2003
Deed o/Trust -Loan No 3/ / 3665639
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DEScRlPTIO~ OF:PREMISES
The legal description of the Lanc:lis:
Parcel A:
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Lots 1-4 of City of Renton Short Plat No. LUA-02-065-SHPL, according to Short Plat
recorded under recordmg no 20OZ~217900004, ~ King County, Washington.
ParcelB" '
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A non-exclusive easement for ingress and egress, as delineated on City of Renton Short
Plat No. LUA-02-065-SHPL, accordIng to Short Plat recorded under recording
no 20021217900004, in King CoUnty, Washingfun.
The Additional Property portio~ of the Land is:
Lot 1 and Lot 2 of City of Renton Short Plat No. LUA-02-065-SHPL, according to Short
Plat recorded under recording no. 20021217900004, in King County, WashIngton.
I
Deed o/Trust -Loan No
1234328 14657-303 SOt401'doc-----
ExhriJltA
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Th,S document prepared by,
After recordmg return to
20030116001951.001
KeyBank NatIonal AssociatIon
Commercial Real Estate DIVIsIon
Matlcode WA-31-10-5285
700 FIfth Avenue, 52nd Floor
Seattle, W A 98104-5099
------1111111111-
\ 6001951 Attn Shelly L Schwab D."
. ASSIGNMENT OF LEASES AND RENTS {ri3lR52.
(Project Commonly Known as "Stor-House Self Storage")
Grantor: GILROY F AMlLY L L C • a Washm on lumted hablh com an o Addttlonal on page_
Grantee: KEYBANK NATIONAL ASSOCIATION, a natIonal bankm assocIation o AddItional on page _
Legal Description (abbrevIated)' Lots 1,2, 3, and 4 ofStor House Self Storage and Office Short Plat
as recorded m Volume 1 S6 of Plats, Page 286, under Kmg County
RecordIng No 20021217900004, m KIng County, Wasbmgton.
I.i1f AddrtIonal on ExHIBrr A
Assessor's Tax ParcellD #
Reference Nos. of Documents Released or ASSigned: ....;N~A:.--__________ --I
THIS ASSIGNMENT OF LEASES AND RENTS (this '~sslgnment") made as
of the 14th day of January, 2003, IS by GILROY FAMILY, L L C • a Washmgton hmited
hablhty company, havmg an office at 1560 -140th Ave N E • Swte"l 00, Bellevue, W A
98005 ("Assignor"), in favor ofKEYBANK NATIONAL ASSOCIATION, a national
bankmg aSSOCIation, having an office at 700 Fifth Avenue, 5200 Floor Seattle,
WashIngton 98104-5099. Attn CommercIal Real Estate Department and Its successors
and assignS (''Assignee',)
RECITALS
A. On or about the date hereof, ASSIgnor and Assignee entered mto that
certaIn ConstructIon Loan Agreement ("Loan Agreement") whereby AsSIgnee agreed to
make a secured construct1o~~ loan (the "Loan") avatlable to ASSIgnor in the maximum
ASSIgnment of Leases and Rents
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20030116001951.002 .
aggregate .amoWlt at any time outstandmg not to exceed the sum of Five MIllion Four
Hundred SIX Thousand Four Hundred Sixty-Seven Dollars ($5,406,467 00), to finance
the development and constructIon of a 657 urnt self storage facIhty and other
improvements (the iiProject', The Project IS legally described m Exhibit A attached
hereto and made a part hereof. Capitalized terms used and not othelWlse defined herem
shall have the meanings given to them in the Loan Agreement '
B In connection with the Loan,i ASSignor has executed and delivered a
promissory note (the iWole") m favor of ASSignee of even date hereWIth m the amount of
the Loan, payment of which is secured by (1) * Deed of Trust made by ASSignor In favor
of Assignee on the Project, and (11) the other Loan Documents
C AsSIgnor IS deSIrOUS of further secunng to Assignee the performance of
. the terms, covenants and agreements hereof ~d of the Note, the Deed of Trust and the
Loan Documents. i
AGREEMENTS
NOW, THEREFORE, m consideration of the makmg of the Loan eVldenced by
the Note by Assignee to ASSIgnor and for other good and valuable conslderauon, the
receipt and suffiCiency of whlch are hereby acknowledged, ASSIgnor does hereby
mevocably, absolutely and uncondluonally transfer, sell, asSIgn, pledge and convey to
ASSignee, Its successors and assIgns, all of the right, tItle and interest of ASSignor m and
to.
(a) any and all leases, lIcenses, rental agreements and occupancy agreements
of whatever form now or hereafter affectmg 8),1 or any part of the Project and any and all
guarantees, extensIOns, renewals, replacements and modifications thereof (collectlvely,
the "Leases',; and -I
(b) all1SSUes, profits, security or other depoSits, revenues, royaltIes, accounts,
nghts, benefits and mcome of every nature Of and from the Proj~ct, mcludIng, without
hmltation, minImum rents, additIonal rents,termtnatIon payments, bankruptcy clmms,
forfeited secunty deposits, damages followmg default and all proceeds payable tmder any
polley of msurance covermg loss of rents resulting from untenantablhty due to
destructIon or damage to the ProJect, together, With the ImmedIate and contmumg nght to
collect and receive the same, whether now due or hereafter becoming due, and together
With all nghts and claims of any land that ASSIgnor may have agamst any Tenant, lessee
or hcensee under the Leases or agamst any o~er occupant of the Project (collectively, the
Ii Rents',. '
TO HA VB AND TO HOLD the same ~to AsSIgnee, Its successors and assigns
IT IS AGREED that, notwIthstanding that this instrument IS a present, absolute
and executed asSIgnment of the Rents and of the Leases and a present, absolute and
ASSIgnment of Leases and Rents
6231320 14657-303 4yhlt011 doc
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20030116001951.003
executed grant of the powers herem granted to Assignee, Assignor IS hereby permltted, at
the sufferance of Assignee and at its dIscretiOn, and IS hereby granted a hcense by
Assignee, to retain possessIon of the Leases and to collect and retaIn the Rents unless and
until there shall be an "Event of Default" (as defined herem) under the terms of thIS
ASSignment or any of the other Loan Documents Upon an Event of Default, the
aforementioned license granted to ASSIgnor shall automatIcally termmate WIthOut notice
to ASSIgnor, and AsSIgnee may thereafter, WIthout takmg possesslOn of the Project, take
possesslon of the Leases and collect the Rents Further, from and after such terminatIon,
Assignor shall be the agent of AsSIgnee m collectlon of the Rents, and any Rents so
collected by AsSIgnor shall be held In trust by ASSignor for the sole and exclusive benefit
of Assignee and Assignor shall, Wltlun one (1) busmess day after receipt of any Rents,
pay the same to ASSignee to be apphed by ASSignee as heremaft~r set forth Furthermore,
from and after such Event of Default and temunatIon of the aforementioned hcense,
AssIgnee shall have the nght and authority, WIthout any notIce whatsoever to Asslgnor
and WIthout regard to the adequacy of the securIty therefor, to' (a) make apphcatIon to a
court of competent JurISdlctlon for appointment of a receIver for all or any part of the
Project. as partIcUlarly set forth ill the Deed of Trust, (b) manage and operate the Project,
with full power to employ agents to manage the same; (c) demand, collect, receive and
sue for the Rents, mcludmg those past due and unpaId, and (d) do all acts relating to such
management of the Project, mcludmg, but not bmited to, negotlatlon of new Leases,
malang adjustments of eXlstlng Leases, contractmg and paymg for repaJIS and
replacements to the Improvements and to the fixtures, eqUIpment and personal property
located m the Improvements or used in any way m the operatlon, use and occupancy of
the Project as m the sole subjective Judgment and dIscretIon of' Assignee. may be
necessary to maintain the same m a tenantable condition, purchasmg and paYing for such
addltlonal furnIture and eqUIpment as m the sole subjectIve Judgment of Asslgnee may be
necessary to mamtam a proper rental income from the Project,-employmg necessary
managers and other employees, purchasing fuel, proVldmg utIlities and paying for all .
other expenses mcurred in the operatIon 'of the Project, mamtatnmg adequate msurance
coverage over hazards customarily msured agaInst and paying the premimns therefor.
Assignee shall apply the Rents received by AssIgnor from the Project, after deductIng the
costs of collection thereof, mcludmg, WIthout hmttatlon, attorneys' fees and a
management fee for any management agent so employed, against amounts expended for
repairs, upkeep, mamtenance, service, fuel, utihtIes. taxes, assessments, mSurance
prenuwns and such other expenses as ASSignee mcurs m connectlon WIth the operatlon of
the Project and agaInst mterest, pnnClpal, requtred escrow deposits and other sums whIch
have or winch may become due, from time to time, under the terms of the Loan
Documents, in such order or pnonty as to any of the Items so mentIoned as AsSIgnee, m
Its sole sUbjectIve dlscretlon, may determme The exercise by Assignee of the rights
granted Assignee in thiS paragraph, and the collection of, the Rents and the apphcation
thereof as herem proVlded, shall not be considered a WaIver by AsSignee of any Event of
Default under the Loan Docwnents or prevent foreclosure of any bens on the PrOject nor
shall such exercise make ASSignee liable under any of the Leases, ASSIgnee hereby
Assignment of Leases and Rents
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2003011600195j.004
expressly reservmg all of its rights and pnvIleges under the Deed of Trust and the other
Loan Documents as fully as though tlus Assignment had not been entered Into
WIthout lImitmg the rIghts granted heremabove, in the event Assignor shall fail to
make any payment or to perform any act required under the terms hereof and such fatlure
shall not be cured WIthIn any appbcable grace or cure penod, then AsSIgnee may, but
shall not be obligated to, without pnor nottce to or demand on AsSIgnor, and without
releasIng AssIgnor from any obhgatton hereof: make or perform the same in such manner
and to such extent as ASSignee may deem: necessary to protect the security hereof,
including specifically, without hIDltatlOn, appearing in and· defending any action or
proceedmg purporting to affect the secunty hereof or the rights or powers of ASSIgnee,
performmg. or dischargIng any obbgation, covenant or agreement of Assignor under any
of the Leases, and, m exerclsmg any of such powers, paying all necessary costs and .
expenses, employing counsel and incumng and paymg attorneys' fees. Any sum
advanced or paId by ASSIgnee for any such purpose, mcludmg, WIthout hmitatton,
attorneys' fees, together With mterest thereon at the Default Rate from the date paId or
advanced by Assignee until repaid by ASSIgnor, shall immediately be due and payable to
ASSIgnee by ASSIgnor on demand and shall be secured by the Deed of Trust and by all of
the other Loan Documents secunng all or any part of the mdebt¢ness eVIdenced by the
Note '
IT IS FURTHER AGREED that thts Assignment IS made upon the follOWIng
terms, covenants and condlttons ;
1 This· Assignment shall not opd-ate to place responsIbIlity for the control,
care, management or repair of the Project upon ASSIgnee, nor for the performance of any
of the terms and condItions of any of the Leases, nor shall It operate to make ASSIgnee
responsIble or hable for any waste comnutted on the Project by any Tenant or any other
party or for any dangerous or defective con~tton of the Project or for any negligence In
the management, upkeep, repaIr or control of the Project Assignee shall not be hable for
any loss sustained by Assignor resultmg from Assignee's failure to let the PrOject or from
any other act or OmISSIon of Assignee m managmg the Project ASSIgnor shall and does
hereby mdemrufy and hold AssIgnee harmless from and against any and all habiltty, loss,
clann, demand or damage which mayor might be incurred by reason of this Assignment,
mcludmg; without hmitatton, clauns or demands for secunty depOSIts from Tenants
depOSIted With AsSignor, and from and against any and all claims and demands
whatsoever which may be asserted against Assignee by reason of any alleged obligatIons
or undertakmgs on Its part to perform or dIscharge any of the terms, covenants or
agreements contaIned In any of the Leases. S~ould AsSIgnee incur any liability by reason
of thIs ASSignment or In defense of any clami or demand for loss or damage as proVIded
above, the am01.Ult thereof, including, withotrt llnlltation, costs, expenses and attorneys'
fees, together With Interest thereof at the Default Rate from the date paid or inCurred by
ASSIgnee until repaid by AssIgnor, shall be iriunedIately due and payable to AsSlgn~ by
ASSignment of Leases and Rents
11231320 14657·303 4ybkOI'doc
page 4
;. 20030116001951.005
AsSIgnor upon demand and shall be secured by the Deed of Trust and by all of the other
Loan Documents secunng all or any part of the Indebtedness eVIdenced by the Note.
2. This AssIgnment shall not be construed as makIng AssIgnee a mortgagee
In posseSSIon.
3. ASSIgnee IS obhgated to account to AsSIgnor only for such Rents as are
actually collected or receIved by ASSIgnee
4. ASSIgnor hereby further presently and absolutely assIgns to ASSIgnee
subject to the tenns and prOVISIons of tins AsSIgnment· (a) any award or other payment
which Assignor may hereafter become entItled to receIve WIth respect to any of the
Leases as a result of or pursuant to any bankruptcy, insolvency or reorganizatIon or
SImuar proceedIngs mvolvmg any Tenant under such Leases, and (b) any and all
payments made by or on behalfof any Tenant of any part of the Project 10 beu of Rent
Assignor hereby Irrevocably appoints AssIgnee as Its attorney-in-fact to appear In any
such proceeding and to collect any such award or payment, which power of attorney IS
coupled WIth an mterest by VIrtue of this AsSIgnment and IS Irrevocable so long as any
sums are outstandIng under the loan eVIdenced by the Note. All awards or payments so
collected shall be applied to the mdebtedness secured hereby in'such order as AssIgnee
shall elect.
5 ASSIgnor represents, warrants and covenants to and for the benefit of
AssIgnee. (a) that ASSIgnor now IS (or with respect to any Leases not yet m eXlsten~
wlll be ImmedIately upon the executIon thereof) the absolute owner of the landlord's
mterest m the Leases, WIth full nght and tItle to assign the same and the Rents due or to
become due thereunder, (b) that, other than thIs Assignment and any assignment to
ASSIgnee pursuant to the Deed of Trust there are no outstanding 8SSlgmnents of the
Leases or Rents, (c) that no Rents have !>een antICIpated, discounted, released, W81ved,
compro111lsed or otherwise discharged except for prepayment of rent of not more than one
(1) month pnor to the accrual thereof; (d) that there are no material defaults now eXIsting
under any of the Leases by the landlord or any Tenant, and there exlSts no state of facts
whIch, WIth the gIvmg of notice or lapse of tIme or both, would constItute a default under
any of the Leases by the landlord or any Tenant, except as dISclosed 10 wntmg to
Assignee. (e) that AsSignor has and shall duly and punctually observe and perfonn all
covenants, conrunons and agreements in the Leases on the part of the landlord to be
observed and performed thereunder. and (f) the Leases are 10 full force and effect and are
the valtd and bindmg oblIgatIons of Assignor~ and, to the knowledge of AsSIgnor, are the
valid and b10dIng oblIgatIons of each Tenant thereto.
6. Assignor covenants and agrees that Assignor shall, at its .sole cost and
expense, appear 10 and defend any action or proceed1Og ansing under, growing out of, or
10 any manner connected WIth the Leases or the obhgatlons, duties or babllIttes of the
landlord or any Tenant thereunder, and shall pay on demand all costs and expenses,
includ1Og, WIthOut brmtatton, attorneys' fees, whIch Asslgnee may 10em 10 connectlon
ASSignment of Leases and Rents
1lJ1320 J46S7-J03 4yhkOll doc
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20030116001951.006 .
with AssIgnee's appearance, voluntary or otherwise, In any such action or proceeding,
together Wlth mterest thereon at the Default Rate :from the date incurred by Assignee tmtil
repaid by AssIgnor
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7 At any time, AssIgnee may, at Its optIon, notIfy any Tenant or other partIes
of the eXIstence ofthts Assignment ASSIgnor does hereby specifically authonze, mstruct
and dIrect each and every present and future tenant, lessee and hcensee of the whole or
any part of the Project to pay all unpaid and future Rents to Assignee upon receipt of
demand from AsSIgnee to so pay the same an~ ASSIgnor hereby agrees that each such
present and future Tenant, lessee and lIcensee ~ay rely upon such wntten demand from
AssIgnee to so pay smd Rents WIthout any mqw.ry mto whether there eXlsts an Event of
Default hereunder or under the other Loan DocUments or whether ASSIgnee is otherwise
entItled to said Rents Assignor hereby waives any nght, clrum or demand whIch
ASSIgnor may now or hereafter have agrunst any present or future tenant, lessee or
ltcensee by reason of such payment of Rents to AsSIgnee, and any such payment shall
dIscharge such tenant's, lessee's or ltcensee's obligation to make such payment to
Assignor . '
8 AssIgnee may take or release any secunty for th~ mdebtedness eVidenced
by the Note, may release any party prunarily Qf secondanly liable for the mdebtedness
eVidenced by the Note, may grant extenSIons, renewals or mdulgences WIth respect to the
mdebtedness evidenced by the Note and may apply any other secunty therefor held by It
to the satisfactIon of any mdebtedness eVidenced by the Note WIthout prejudice to any of
Its nghts hereunder .
9. The acceptance of thIs Assignment and the collectIon of the Rents in the
event Assignor's hcense IS termInated, as referred to above, shall be Without preJudice to
ASSignee The rights of ASSignee hereunder· are cumulative and concurrent, may be
pursued separately, successIvely or together .arid may be exercised as often as ocCaston
therefor shall arIse, It bemg agreed by ASSIgnor that the eXerCIse of anyone or more of
the nghts prOVided for herein shall not be construed as a walver of any of the other rights
or remedIes of Assignee, at law or m eqUIty or~the1Wlse. so long as any obhgabon under
the Loan Docwnents remams unsatIsfied. .
10. All nghts of ASSIgnee hereunder shall mure to the benefit of Its successors
and aSSigns, and all oblIgations of Assignor shall bmd Its successors and assIgns and any:
subsequent owner of the ~oJect All nghts of ASSIgnee m, to and under this ASSignment
shall pass to and may be exercised by any assIgnee of such nghts of Assignee. AsSignor
hereby agrees that If AsSIgnee gives notIce to ASSignor of an assignment of SaId nghts,
upon such notIce the ltabllity of ASSignor to the asSIgnee of the ASSignee shall be
tmmedlate and absolute ASSIgnor WIll not set up any claIm agmnst ASSIgnee or any
mtervening assignee as a defense, counterclmm or setoff to any acnon brought by
AsSignee or any mtervening asSIgnee for any amounts due hereunder Of for possesSIon of
or the exercise of rights With respect to the LeaSes or the Rents
ASSIgnment of Leases and Rents
11231320 I46S7-303 4ybkOJI doc
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20030116001951.007
11. . It shall be an "Event of Default" hereunder (a) If any representatIon or
warranty made herem by Assignor IS determmed by Assignee to have been false or
mIsleadmg m any material respect at the 1Ime made, or (b) upon any faIlure by Assignor
m the performance or observance of any other covenant or. condItion hereof and the
contmuance of such failure for thirty (30) days after written notIce thereof from Assignee
to ASSIgnor, provuJed, however, that If such failure IS susceptible of cure but cannot
reasonably be accomplIshed WIthIn said thIrty (30) day penod, then Assignor shall have
an addItional SIXty (60) day penod to cure such faIlure and no Event of Default shall be
deemed to eXist hereunder so long as AsSIgnor commences such cure witlun the mitial
thIIty (30) day penod and diligently and In good faIth pursues such cure to completion
WIthin such resultmg runety (90) day period from the date of ASSIgnee's notice. Any
such default not so cured shall be an '.'Event of Default" under each of the other Loan
Documents,· entltlmg ASSlgnee to exercISe any or all nghts and remedIes avaIlable to
ASSIgnee under the terms hereof or· of any or all of the o~er Loan Documents, and any
Event of Default under the other Loan Documents, or any default under any other Loan
Document which 18 not cured WIthin any applIcable grace or cure period, shall be deemed
an Event of Default hereunder subject to no grace or cure penod, entitling Assignee to
exercIse any or all nghts prOVIded for herem.
12. Failure by AssIgnee to eXercise any nght which it may have hereunder
shall not be deemed a WaIver thereof unless so agreed In writIng by AsSIgnee, and the
WaIver by ASSIgnee of any default hereunder shall not constitute a continuing WaIver or a
waIver of any other default or of the same default on any future occasIon No collection
by AsSIgnee of any Rents pursuant to tlus Assignment shall constItute or result. m a
waiver of any default then existIng hereunder or under any of the other Loan DocUments.
13 If any proVISIon under this AssIgnment or the applIcation thereof to any
entity, person or crrcumstance shall be InvalId, Illegal or unenforceable to any extent, the
remamder of thIS ASSIgnment and the applIcation of the proVIsions hereof to other
entities, persons or crrcumstances shall not be -affected thereby and shall be enforced to
the fullest extent PermItted by law .
14 TIus ASSlgnment may not be amended, modrlied or otherwise changed
except by a written instrument duly executed by ASSIgnor and AssIgnee
15 This Assignment shall be m full force and effect continuously from the
date hereof to and until the payment, dIScharge,. and performance of any and all
indebtedness and obbgatlons eVIdenced by the Note or secUred or guaranteed by any of
the Loan Documents, and the release of the Deed of Trust shall, for all. purposes,
automatIcally termmate this AssIgnment and render thIs Assignment null and VOId and of
no effect whatsoever.
16. In case of a contlict .between any provision of thIs Assignment and any
prOVISIon of the other Loan Documents, the provision selected by ASSIgnee· in Its sole
subjective discretion shall preVaIl and be controllIng
Asslgnmenl of Leases and Rents
11231320 14657-303 4yhkOll doc
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20030116001951.008 •
17 . All notices, demands, requests or other commumcations to be sent by one
party to the other hereunder or requIred by law shall be given and become effectIve as
provIded m the Loan Agreement
18 This ASSIgnment shall be governed by and construed m accordance With
the laws of the State m whIch the Project IS located
19 This AssIgnment may be executed: m any number of counterparts, each of
winch shall be effectIve only upon dehvery and thereafter shall be deemed an original,
and all of winch shall be taken to be one and the same Instrument, for the same effect as
If all partIes hereto had SIgned the same SIgnature page Any sIgnature page of this
Assignment may be detached from any counterpart of thIs AssIgnment WithOUt impatring
the legal effect of any signatures thereon and m~y be attached to another counterpart of
thiS ASSIgnment IdentIcal in form hereto but having attached to it one or more additIonal I SIgnature pages. '
20 In addition to, but not In heu of, any other nghts hereunder, ASSIgnee shall
have the right to instItute smt and obtain a protectIve or mandatory Injunction agatnst
AssIgnor to prevent a breach or default, or to reInforce the obsery~ce, of the agreements,
covenants, terms and condItIons contained hereIn, as well as the nght to damages
oCC8Sloned by any breach or default by AsSIgnor.,
21 ASSIgnor hereby covenants and agrees that AsSIgnee shall be entItled to all
of the nghts, remedIes and benefits available by Statute, at law, In equity or as a matter of
practlce for the enforcement and perfectlon of the intents and purposes hereof. AssIgnee
shall, as a matter of absolute nght, be entitled, upon applicatIon to a court of apphcable
Jurisdtction, and without notIce to AsSignor, to the appointment of a receiver to obtam
and secure the rights of ASSIgnee hereunder and the benefits mtended to be proVIded to
AsSIgnee hereunder, and ASSIgnor hereby cons.ents to such appomtment
22 NOtwltbstandmg anythmg contained herem to the cOntrary, the foUoWlDg
proviSlons supplement the proVISIOns of thIS Assignment With respect to the AsSIgnment
of Leases and Rents .
NOTICE RE ORAL AGREEMENTS.
ORAL AGREEMENTS OR ORAL ~OMMITMENTS TO LOAN
MONEY, EXTEND CREDIT O~ TO FORBEAR FROM
ENFORCING REPAYMENT OF A DEBT ARE NOT
ENFORCEABLE UNDER W ASmNGTON LAW.
AsslgnmenJ ofLeoses and Rents'
tl231320 14657-303 4yhk01' doc
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, .. 20030116001951.009
IN WITNESS WHEREOF, AssIgnor has executed tillS AssIgnment under seal as
of the day and year fIrst above wntten.
STATE OF WASHINGTON }
COUNTY OF KING
ASSIGNOR:
GILROY F AMIL Y, L.L C ,
a Waslungton liII1lted hability company
BY~ , 'RlCilal'dOifrOY
Its Manager
ss
On'tlus day personally appeared before me RIchard Gtlroy, to me known to be the
Manager of GILROY F AMIL Y,L L C, the Waslungton hmited habihty company that
executed the foregoing instrument, and acknowledged such mstrument to be the free and
voluntary act and deed of such company, for the uses and purposes therem mentIoned,
and on oath stated that he was duly authonzed to execute such mstrument
GIVEN UNDER My HAND AND OFFICIAL SEAL this ffday of January, 2003
ASSignment of Leases and Rents
11231)20 14657·303 4yhkOl'doc
~
page 9
EXHIBIT A
LEGAL DESCRIPTION
The legal description of the Land is:
Parcel A
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20030116001951.010
Lots 1-4 of City of Renton Short Plat No. LUA-02-065-SHPL, according to Short Plat.
recorded under recordmg no. 20021217900004, m Kmg County, Washington
Parcel B: .
A non-exclusive easement for mgress and egress as delmeated on City of Renton Short
Plat No. LUA-02-065-SHPL, accordmg to Short Plat recorded under recordmg
no. 20021217900004, in KIng County, Washtngton .
. Assignment o/Leases and Rents
1#234329 14657-303 sOtS011 doc
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CITYOP UR'l'ON, WASBDm1'OJt
OBDIDRCB 1«>. 4612
AB' Qm)IIDJICB a. DIll ern' OF RDlrcIi, DPR I MfttW,
U'1'ABLISIID:S _ UBBS~ D1SnxC'r J'aa SIII:l'DKI' SKlIItR
SDVXCS III A ~ OJ' '!BZ SOOTH m.,...,s, JlDTBD
D09IBS, AlID ~ SUB-BaSDnJ AD ~ 'I'D
A.amrr or 'DIB CllUGK 1JlI<a ~lmr 'rO '!rD J'ACILlUES.
'l'HB crn COUNCIL or TBB CI'lT 0' RBN'l'ON, WASH~, DO ORDAIlI
AS POLIDWS:
'!'here is hereby created a San1ta~ Sewer
Ser!ic.e SpeCial Assess1IIBl1t DilJtrtct for the area served by. the Bast
RaJlt.on Sanitary Sewer :rntercept~ in the northeaet quadrant ot' the
City or Renton and a portion of its uxball growth ana witbin
W1inco~rated ICing county, which area is • more particularly
de.cribed. in Bxhibit 'A" attached bereto. A map of the service
azea is attacbe4 as Bxbibit "B.· 'l1le recorc:liDg or 1Eb~a docwaent is
to provide XlOtif'icatioD of potential cOJlDection and interest
c:bargea. While this e~.ctioa charge may be paieS .t any time •. the
I dt.y does not require payaent. until INcb time as the pared ia
COIlJl8cted to ~ thus l)enefitiDg from the sewer facilities. 'l'he
property may be sold or in any other way cbange hands vitbout
triggering the require\l'leJlt, by tbe City, of payment of the cbarges
associated with this diatrict.
ncnqr xx. Persons CODDecting to the sanitary ,..,r
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ORDlNANCE 4612
I ha~e not been charged or assessed with all costs of the Bast Renton
Sanitary Sewer Interceptor, iis detailed in this ordinance, shall
pay, in addition to the payment ot th~ connection permdt fee and in
addition to t.he system de~el~nt charge, the following additional
fees:
A. Per unit Charge. New conne~tions of residential. dwelling
units or equivalents shall pay a fee of $224.52 per dWelling unit
I
and all other uses shall pay a unit charge of $0.069 per square
foot of property. Those properties: included within this Special
Assessment District and which may be assessed a ~e thereunder
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are included witbin the boundary legally described in Bxhibit ·A-
and which boundary is shown on the'me.p attached as Bxhibit "B.·
In aMition to· tbe aforestate4 charges, there
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shall be a charge of 4.11' per annum added to the Per unit Charge.
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The . interest charge shall accrue for no more than ten (10) years
trom the date this ordinance become~ effective. Interest charges
w1ll be simple interest and not c~ interest.
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gcnOJl ryt This ordinance ·shall be ette,ctive upon its·
I . passage, approvaJ., and thirty (30r days after publication'.
PASSBD BY THB.CrTY COUNCIL this'~ day of June i
2
..I. 1996.
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~4612
APPlWVBD BY TBB MAYOR this 10th day of June , 1996 .
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J\ppro~a6 to foxm~ .. ..,
~~~~Qt.-
Lawrence J. Warren, City Attorney
Date of Publication: 6/14/96
ORD.576:5/20/96&as.
Jes~anner, Mayor
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ExhibitlA
LEGAL DESCRlPllON OF THE SPEQAL ASSESSMENT DISTJICT
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FOR THE CITY OF RENTON -EAST RENTON INTERCEPTOR
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Portions ofSect1ons 8.9.10. 11. 14. 15. 16. 17.21 and 22 an in Township 2SN.
Range 5E W.M. in King County.WashingtQn , I
Sec:tion 8, Township 23N. Range 6E W.M.
All of that portion of Section a.Township 23N. Range 5E W.M. lying East of the
East right-or-way line of SR-405 and Soutl;\ of the following descrlbedllne:
Beginning at the tntersect10n of the East line of said Sect10n 8 with the centerBoe
of I'm 7tJi Street: thence Westerly along said centerline of NE 7th Stn!et to 1t8
~n with the centerUne of Sunset Boulevard NE; thence Northerly along
the centerIJne of Sunset Boulevard NE to the North nne of the SoutheaSt '" of
sald SeclJon 8: thence west ~ said North line to the East rtgbt-of-way JJne of
SR-405 and the tenn1nus of said line.' ,
SectIon 9, Township 23M, Range 6E W.M •
.AlI of that portJon of SectJon 9. Township! 23N. Range 5E WoM • .lying South and
East of the foDowtDg deecdbed line: . '
~ng on the centerUne of'NE 7th street at Its JntemedJon with the centertine
of Edmorids Avenue NE; thence Easterly aIong the centerl1ne of NE 7th Street to
Its JntemedJon with the centerIlne of Monroe Avenue NE; thence North along said
centerIJne to the South line of the NortbC:ast JA. of saki Section 9; tbeDce East
aJong sald South line to its fntersecUon with the centerline or Redmond A'ft:Il11e
NE: thence Northerly alOng said.centerline to Us JntemedJon with the centerIJne of
NE lOtb Street: t:b.eDce East along said centerIJne to the East line of said SectIon
9 and the terminus of said ~>
SectIon 10-Township 23N, Range 5E W.M.
An of that portion ofSecUon'lO. Tawnsh1~ 23N.'Range 6E W.M. lying Southerly
and Westerly of the following described line: ,
~ on the West line of Section 10 ~t ita tDtersecuon wJth the North lice of
the South Y.;a of the North ~ of said Sectlon 10; thence East a1o= North JIne
to its tntersect10n with the centerline of 142nd Avenue SE; Soutbedy
along eaid centerline to its intei'eec11on with the North line of the Southeast ~ of
said SecUon 10; thence East along saki North IJne to its int.C:rsectIon with the East
line of sald Sed10n 10 and the termJnus of said line. '
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Pll8! 2 of3
SectIon 11, Townsh1p23N, Rang.SE W.M.
All of the Southwest ~ of Section 11. Township 23N. Range 5E W.M..
SectIon 1" Township 23N, Range 6E W.M.
All of that portlon of SectJon 14. Townsbip 23N. Range 5E. W.M. described as
follows:
All of the· Northwest IA of said section. together with the Sou~t ~ of said
section. except the South ¥.z of the Southeast v.. of said Southwest ~ and eEqJt
the ~ of McIntlre HomeaItes and Y.a of streets adjacent as reconkd ill the Book
of P • Volume 58. Page 82. Recxnds of KIng County. Washington. and eu:ept.
the South 151.55 feet of the East 239.435 feet of Tract 6. Block 1 or Cedar RIver
Ftve.Ar.re Tracts as recorded In the Book of Plats. Volume 16. Page 52. Recorda of
King Count;y. W~n, Jess Y.J of the street abutting said portion of Tract 6,
Block 1. and less Tract. 6. Block 2 of said Cedar RIver Five N:.re nacta. less ¥.a of
the street adjacent to said Tract 6, Block 2. and ext:ePt the South 82.785 feet of
the East 150 fed. ofTtact S. Blo¢k 2 of said Cedar River F1ve .Acre 1\'actB and Jess
Ih the street adjacent to said,portion of Tract 6. Block 2.
SectIon 15, TDWn8bIp23N, Range5EW.M. .
AU of that portion of Section 15. Townshlp 23N. ~ 5E. W.M •• c:xx:ept the
Southwest Y. of the Southwest ~ oftbe Southwest 1M of said scctlon. .
, .
SectIon 18, Township 23Nr Range SE W.M. -
. ~
• AU of that portJon of Sectfon ·1.6. Township 23N. RanI!e 5E W .M .• ~ tbat ~n of the Southeast v.. of the Southeast ~ oftbe sakl SeCtion 16 J.ymg East of
the East line of the Plat of Maplewood Dlvision No.2 as recorded In the Book of
Plats Volume 39. page 39. RecOrds of King County Washington and Its Northerly
eztenston to the Noith line of Said Southeast ~ of the Southeast \4 of the saJd
Section 16 and except that portion or said sect10n lying Southerly 0' the Northerly
rtght-of-way line of SR-169 (Maple VaDey Hlgbway). .
SectIon 177 TownshIP 23N, RansJa 5E W.M. ,.
All of that porUon of Sectlon 17. Township 23N. Range 5E W.M.. J;yiDg
Northeasterly of the Northeasterly right-or-way Of SR-169 (Maple VaDey 1Dg'hWay1
and Easterly of the East rfght-of-way lme of SR-405 lees that portion lJSDg
ge~ West of the East and Southeasterly nne of Bronson Way NE lying
,
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between the South line of the.NE 3rd street and the Northeasterly marg1n of SR-405. . ....•.
Section 21, Township 23M, Range 6E W.M. :
All that portiOn of Section 2i.Townsh1p :23N. R 5E W.M. lying Northeasterly of
the Northeasterly :right-of-way line of SR~ 169 (Maple Valley HIghway) and West of
the .East line of the Plat of Maplewood DMsJon No. 2 as recoided in the Book of
Plats. volume 39. page 39. Records of King Coun~. Washington.
Section 22, TownShip 23M, Range 6E W.M. :
AU of that po~n of Sect10n 22. Township 23N. Range 5E W.M. de&aibed as
fo1laws: . I' .
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All of the Northwest: J,4 of the Northeast % of said SectIon 2~ lYing Nort:b:edI of the
Southerly line of the Plat of Ma~ Hetgh~ as recorded In the Book Of Plats.
volume 78. pages 1 through 4~ . S of Ring Count;y. Washington.
: Together w1th the North 227.11 feet of the West 97.02 oftbe Northeast IA. of the
Northeast JA of said section 22. .
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Exhibit 8.
EAST RlNJ'ON NTERCEPTOR
Special Auessment District Boundary
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DEVEWPMENT AGREEMENT
PARTIES
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III
nus Development Agreement (thiS «Agreement") llo made and entered Into tbls 14th
day of September. 2000. by and among the Ctty of Renton ("City"), a' mUOIclpal corporation
of the state ofWashlOgton, T and E Investment, Inc. a Washington corporation. owner orlhe
parcel of property wlthm the area covered by thiS Agreement' ("Owner"), and AEGIS
CAPITAL lNTERNA TIONAL. a· Nevada COrporatIOn, purchaser of the same parcel of
property WIthin the area covered by thiS Agreement ("PurchaserD)
RECITALS
WHEREAS. there IS a vacant parcel of propeny located adJclcenl to and south of N E
31'd/4th Street. between Monroe Avenue N E and Edmonds Avenue N E In the City of
Renton, and .
WHEREAS, the vacanl parcel of property 1\ currently zoned R-IO, and
WHEREAS. the site halo been propoloed for ~e1t:'storage and oflice use:.. and
WHEREAS. such uses may not be estabhshed In the R-IO Zone under QlIrent City
Ordinances. and .
WHEREAS, the ('Ity Council of the City of Renton has determined that such uses
may be appropnate for the subject property under certam condItIons, and
WHEREAS. the City Council belIeVes that such uses can be accommodated pur!oUant
to a Comprehensive Plan Amendment and Rezone, Reriton Municipal Code amendment!>. clnd
a development agn.'eI1lent a~ authonzed an RCW Chapter 36 708 170thmugh 210. and
WHEREAS, on May J. 2000, the Plannmg CommiSSIOn held a public heanng about
the Comprehensive Plan Amendments and Rezone redesignating the property from
DEVEWPMENT AGREEMENT -Page I
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ResIdential OpbonsIR~lO to Erri~ioyment Area -IndustnallLlght, Industrial. potential
MuruClpal Code amendments. and~lIl asSOCIated development agreement. and
" . I .~ ..
WHEREAS, the City Council adopted a Plannmg and Development Committee report
on August 7, 2000, whJch recommended (a) rthdeslgnatlOn of the property to Employment
Area -IndustnaJJLlght Industnal and (b) amendment of the light Jndustnal Zone to allow
Office uses City-wide, and
WHEREAS, the adopted Committee report also Includes recommendations for a
development agreement that Incorporates Envlfonmental ReVieW Commlltee mlbgatlon
~~,and ' '
wHEREAS, thIS Agreement has been reviewed and approved by the City Counc.1 of
the Crty of Rem OR, Wasrungton. and
(,:) WHEREAS, this Agreement appears to ~ In the best mterests of the cItizens of the :a Crty ofRentoJl, Washington. '
C:J ~ NOW, THEREFORE, the parties agree .ci follows
<'? SECTION I. AUTIlQRITV
Pursuant to RCW 36708170(1). the Crty and persons WIth ownership or control of real
property are authonzed to enter Into a development agreement settmg forth development
standards and any other prOVISIOns that shan apply to, govern, and vest the development, use,
and nutJgatlOl1 of the development of the real property for the duration of such development
agreement
SECTION 2. SUBJECT PROPERTY
A. Lepl Description and IUultrativ~ Map: The subject property IS legally described In
Exhlbst A. attached hereto and mcorpot8;ted by reference as sf fully set forth herem.
and grap'"cally represented m the drawlDS attached as Exh,b,\ B and lncorporated
herein as If fully set forth
B. KID, County Property Identificatio.. Number: The King County Property
Identification Number for the subject property. apphcable at the tnne of thiS
Agreement. IS 16230S9062
I SECTION 3. DEVELOPMENT STANDARDS
A. Pel'lllltted a.d Probibited Uses. Permitted uses of the subject property Include, and
are limited to, the follOWing
1. Office
DEVELOPMENT AGREEMENT -Page 2
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2. Self-storage, mcludmg storage of vehicles, provided that no portion of any
stored vehicle IS vls.1:lle from any adjacent., resldenllally-zoned property
B. Site Development Standards. The development standards of RMC Title 4 In effect
at the tIme of thIs Agreement shall apply to the subject property. except as provided In
subsections B I to 8 3, below
2
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Setbacks Setbacks shall follow the requirements of the IL Zone. except that
the minimum setback from the top of slopes (as Identified by the 25% slope
boundary hne) along srte boundanes adjacent to residentIal zones shall be 10
feet Slopes may be .. measured followmg approved gradIng on site
HeIght Self storage structures wll be limIted to 8 maximum height of 2
stones or 30 feet
Special 'ReqUIrements
(a) No chain-link or other metallic fencmg sh"n be VISible from the
adjacent resld,entlal zoned properlle~ to the ~uth cUld west
(b) The gross floor area of uses on the site shall be limited such that
aVeJage dally vehicular tnps generaled shall nol cumulattveJy exceed
680. as calculated by the 1997 /1I\tllllle of I rml'lKJTkJllfHl /-;'Ij.,mlef!r\
(rn.;;; MmnmJ
(c) Conslstenc.y WIth either of the Elevallon and S.tePlan alternatIves.
attached as Exhibits C and D and Incorporated herem as If fully set
forth., shall bea requIrement for approval ofdeve!opment of the subject
property West fa~des ~haJl reflect the fa~de articulation and
chalacter represented In the north elevation In Exh,bIt C, however, as to
the east facades. only the POrtlon(r.) thereof that will be vIsIble when
. travelling ~bound on NE3rd141h Street shall be requIred to reflect the
fay&fe artlcUlatton and character represented In the north elevatIOn In
exhIbit C Mjnor modifications, such as may Ire requtred to meet CIty
of Renton C~es, shan be allowed only with the approval of the Zonmg
AdmmlStrator or destgnee Development proposaJs for the subject
property that: are determmed to be significantly different In scale.
layout. fa~e articulation or VIsual character from both Elevations
shown 1ft exhibit C or from both of the Site Plans shown In exhibit D
are prohlblted'wlthout amendment to thiS Agreement
SECTION 1. EFFECT OF DEVELOPMENT AGREEMENT
Unless amended or terminated. thts Agreement shall be enforceable dunng ItS term by a party
to thas Agreement. prOVIded. how~ver. only the City may enforce the above-stated sIte
'~'.
DEVELOPMENT AGREEMENT· Page 3
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specific restrictions Dunng the term of this Agreement the subject property shalJ not be
subject to a new zonmg ordmance,or an amendment to a zonmg ordinance or development
standard adopted after the effective date of thIs Agreement unless (a) otherwise proVIded In
tlus Development Agreement or (b) agreed to by the owner(~) of any of the portlon(s) of the
Property to whIch such new zomng ordmance or an iamendmenl to 8 zonmg ordmance or to a
development standard shed I apply or (c) In the c~ of a new or amended development
regulation the regulatIOn IS one that the CIty was required to adopt or amend because of
requarements of state or federal law . Any permit or approval ISSUed by the CIty for the subject
property dunng the Agreement's term must be consIstent with thiS Agreement
SECTION 5. EFFECfOFOTHERCITY REGULATIONS
A. Definitions: The definitions of RMC Title 4 In effect at the lime of thiS Agreement
shall apply to mterpretatlon of permitted uses and site development standards provIded
an thiS Agreement
B.
C.
Parking: The Parkmg and loading regulations ofRMC Title 4 ID effect at the bme of
th1S Agreement SNtJ appJYJo development of the subject property that IS consistent
wrth thiS Agreement .
Envlronmmt.,l RevitwlSeDsitive Areas: Where apphcable~ all development shall
comply WIth all env&ronmental review and sensitive area regulations addressed In Title
4 and Title 8 of the Renton MUniCipal Code which are an effect' at the tJme of thiS
Agreement
D. Signs: The SIgn Code of RMC Title 4 In effect at the time of thIS Agreement shall
apply to development of the ~bJect property that IS consistent wllh th,s Agreement
to;.:
Eo Other Development Regulations Ind PennllS: Development WJI be subject to any
other apphcabJe development standards or requirements not otherwJse ~eclfied In thiS
Agreement meludmg. but n~t hmlted to. anYI applicable permit process requirement!>,
Impact fees. mitigatIOn .~ea$Ures. develOpment condition.... !>treet and uhhty
regulations and spectficataQns. subdiVISion regulatlOn~ clnd health and !>anltatlon
regulations. which are In ett~ at the time or this Agreement - .
SIC110N 6. AUTHORITY RUERVED !
Pursuant to RCW 36 708 170(4).t~e City reserves Its authonty to .mpose new or different
regulations to the extent required by~~a senous Ihreat to public safety
SEcnON 7. RECORDING
Pursuant to RCW 36 708 190, thls~greement shall be recorded WIth the real property records
ofKmg County Donng the tenn orth,s Agreement. the Agreement shall be blndmg on the
DEVELOPMENT AGREEMENT .,?age 4
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parties and their respectIve succJsors and ~lgns In Interest with reltpect to (he subject
property
SECTION 8. TERM
This Agreement shall mn with the subject propeny until amended or rescinded by the City
Councllm accoldance with Sectlor'l9, below With r~pect to any ponlon(s) of the property
that are not developed. the parties to thiS Agreement agree to evaluate the Agreement
periodically, but not less than eVelyten (10) yearlt Where appropnate, penodlC review of the
Agreement shall generally colJlcld~ with the City's evaluatIon of Its entire ComprehensIVe
P~n '
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SPWnON9. AMENDMENT
The prOViSIOns of thiS Agreemenk before the expiration of ten (10) yearlt from the date of
executJon of thiS Agreement by, all of the parties. may. only be amended wIth the mutual
written consent· of the partlesAfter ten (10) years. the ('Ity may change the zoning and
development regulatIons pertment, to ,the subject property as part of lb· normal process of
alteration to Its Comprehensive Plari. Zonmg and Development Reg~latlonlt
".:,';.
DATED thls'I4th day ofSeplembea. 2000
; CITY OF RENl ON
By
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'0 City Clerk
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DEVELOPMENT AGREEMENT:~Page S
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STATE OF WASHlNGTON )
)ss
COUNTY OF KING )
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T AND E INVESTMENT. INC.
a Washington corporation
AEGIS CAPITAL INTERNATIONAL. a
Nevada corporation
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THIS IS TO CERTIFY that on the)fJ.!!. day, Of .. ~. 2000. before me.
the undersigned, a notary public In and for the Stelle of Was nglon. duly commisSioned and
sworn, personally appeared Jesse Tanner. to me known to be the Mayor of the Cily of Renton.
a muniCIpal corporation that executed the Wlthm and foregOing Instrument and acknowledged
the said anstrument to be the tree aoo voluntary act and deed of said C.ty of the uses and
purposes therem mentIOned. and on oath stated that he was authonzed to execute such
Instrument. and that the seal affixed~ lfany, IS the coox>rate seal of said ('aty
IN WITNESS WHEREOF, J have hereto set. my hclnd and lItlixed my offiCial seal t"~
day and year first /lbPve wntten "': ' ,
DEVEWPMENT AGREEMENT.;. Page b
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COUNTY OF KING ) .'.
I certifY that I know or have satisfactory evidence that.DIlORES PETTERSON IS the person
who appeared before me and acknowledged that she Signed the Instrument. on oath stated that
she was authonzed to.· execute the Instrument and acknowledged It as
T£SIISl.tgE~ of T AND E I~STMENT. INC. a Washmgton
COrporatiOn. to be the free and voluntary act of such corpordtlOD for the uses and purposes
mentioned In the mstrument . ' .
Dated. C\ -\ ~ '00.-
L-"fE.~ M.(5 ~~tJ
Printb MCS~
~~------------------~-------------Title ~-\~-Ol.\ .
My Appomtment ElCplres
ST ATE OF WASHINGTON)
)5$
COUNTY OF KING )
( certifY that I know or have satisfactory evidence that RICHARD GILROY IS the person who
.appeared before me and acknowledged that he S1gned the mstrument. on oath blated'that he
was authonzed to execute the Instrument and acknowledged It as vlt.e-preSldent of AEGlS
CAPITAL INTERNATIONAL, a Nevada corporalJon. to be the free and voluntary act of such
corporahon for the uses and purposes mentioned 10 the Instrument
Dated q. ,1/-ttxo
DEVELOPMENT AGREEMENT -Page 7
~: »' EXHIBIT A
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LEGAL DESCRIYfION OF THE SUBJECf PROPERTY
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ALL THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST
QUARTER Of SECTlON 16. TOWNSHlP 23 NORTH. RANGE S EAST. W M • IN KING
COUNTY, WASHINGTON. DESCRfBED AS FOLLOWS
COMMENCING AT THE NORTIJEAST CORNER OF THE NORTHWEST QUARTER OF
THE NORTHWEST QUARTER OF SECTION 16. TOWNSHIP 23 NORTH. RANGE 5 EAST.
WM, . i
TIlENCB NORTH 8~12' 42M WEST ALONG THE NORTH LINE OF SAID SECTION 16A
DISTANCE OF 31S 66 FEET. :
TIlENCE soum 1008'26· WEST ALONG A LINE 30 FEET EASTERLY OF AND
PAllAUEL Wlrn THE EAST LINE OF THE ,STATE OF WASHINGTON TRACT (mE
DESCRIPTION OF WHICH IS RECORDED IN VOLUME 2045 OF DEEDS AT PAGE 487,
IN KING COUNTY, WASHINGTON) A DlST ANCE OF 660 30 FEET.
&::I llIENCE NORTIl8C)OI2'42" WEST A DISTANCE OF 13S S8 FEET. =: 1lIENCE SOUTH 1008'26" WEST A DISTANCE OF 65951 FEET, MORE OR LESS. TO ~ THE soum LINE OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER
C":> OF SECTION 16.
~ THENCE SOUTH 8~'38· EAST ALONG SAiD SOUTH LINE A DISTANCE OF 45200
FEET TO THE SOUTHEAST CORNER OF THE SAID NORTHWEST QUARTER OF nm ~ -NOR11IWEST QUARTER OF SECTION 16.
nmNCE NORm 1006'27" EAST A DISTANCE OF 132061 FEET. MORE OR LESS. TO
TIm POINT OF BEGINNING
EXCEPT mAT PORTION THEREOF LY1NG NORTH OF THE SOUTH MARGIN OF 3R1)
AVENUE NORTII EXTENSION. NOW KNOWN AS NORTIlEAST JRD STREET. AS
ESTABLISHED BY DEED RECORDED Jt!NE IS. 1964 UNDER RECORDING NO
5748S66
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A fut/·slze copy of this drawing IS
on' fde with the Renton CIty Clerk
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A tul ... copy of this drawlI\g 1$
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Return Address
City Clerk's Office
City of Renton
, 1055 South Grady Way
Renton, WA 98055-3232 1111111111111111 20021217002196
CITY OF ,RENTON EAS 23 00 PAGE eel OF "5 12/17/2eeZy1411~1 , KING COUNT I -"
Title: SEWER EASEMENT Property Tax Parcel Number: 162305906206
Project Pde # Street Int~bon or Project Name
Reference Number(s) of Documents assigned or released Admbonat reference numbers are on pages _
I
Grantor(s): Grantee(s):
1 Gllroy Fanuly. L L C' 1 Ct.ty of Renton, a MumctPal Corporabon
The Grantor. as named ~ove, for or and m conSIderation of mutual benefits, hereby grants, bargalDs, sells and,dehvers to
the above narned Grantee, the followmg described personal property now located at Addltionallega11s on page 4 & S
of document (AbbrevIated legal descnpbon MUST go bere)
LEGAL DESCRIPTION ", !
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A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16.
TOWNSHIP 23 NORTII, RANGE 5 EAST, W M , IN THE CITY OF RENTON, KING COUNTY,
WASHINGfON ,
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That saId Grantor(s), for and m conslderatton of mutual benefits, do by these presents, grant, bargam, sell,
convey, and warrants unto the SaId Grantee, Its successors and assIgns, an easement for a pubhc sewer hoe, With
necessary appurtenances over, under, through, across and upon the folloWIng descnbed property (the nght-of-
way) m Kmg County, Wasbmgton, more particularly descnbed on page 1 (or If full legal IS not on page 1-
ExhtbIt A ) ., ;
For the purpose of constructton, reconstructtng, lDStallmg, repatnng, replacmg, enIargmg, operatIng and
mamlammg a sewer plpelme, together WIth the nght of mgress and egress thereto Without pnor mstJ.tutton of any
SUIt or proceedmgs oflaw and Without mcurt1ng any legal oblIgatton or hablhty therefore FollOWIng the mltlal
constructton of Its faclhttes, Grantee may from tune to tune construct such additIonal faclhttes as It may requIre
Thts easement IS granted subject to the foll()wmg Items and COndlttOns
The Grantee shall, upon compleoon of any work Wlthm the property covered by the easement, restore
the surface of the easement, and any pnvate unprovements disturbed or destroyed dunng executIon of
the work. as nearly as practtcable to the condltton they were m unmedtately before commencement of
the work or entry by the Grantee
2 Grantor shall relam the nght to use the surface of the easement as long as such use does not mterfere
WIth the easement nghts granted to the Grantee
a Erect or mamlam any butldmgs or structures Wlthm the easement, or .. ,.
b Plant trees, shrubs or veg~oon havmg deep root patterns wJuch may cause damage to or
mterfere With the utIhtte&to be placed WltJun the easement by1be Grantee, or
c Develop, landscape, or beauttfy the easement area m any way wluch would unreasonably
mcrease the costs to the Grantee of restonng the easement area and any pnvate unprovements
therem
d DIg, tunnel or perform other fonus of constructton acoVlbes on the property which would
dISturb the compacbon or unearth Grantee's faclllt1es on the nght-of-way, or endanger the
lateral support facthbes.
e Blast Wlthm fifteen (15) feet of the nght-of-way
'I1us easement shall run With the land descnbed herem, and shall be bmdmg upon the partIes, their heIrS,
successors m mterest and assIgns Granto~covenant that they are the lawful owners of the above propertIes
and that they have a good and lawful ngh($ execute thIS agreement
By tlus conveyance, Grantor W1ll warrant~d defend the sale hereby made unto the Grantee agamst all and
every person or persons, whomsoever, laWfully clamung or to claun the same TIus conveyance shall bmd the
heU"S, executors, admtmstrators and asSlgDS'forever
P9121L09 sewer doc Page 2
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IN WI1NESS WHEREOF, saId Grantor has caused tlus ~trument to be executed tlus .:J5.. day of~,-"",~
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ADDroved and AcceDted Bv:
Grantor(s):
CORPORATE FORM OF
A.CKNOWLEDGMENT
99l2lL09 sewer doc
STATBOFWASHINGTON )SS
COUNTY OF KING ') Id . J
I certIfy that 1 know or have satisfactory evidence that J', Ja 41" II If • ~. I r~
I ~TIFY THAT I KNOW OR HA VB SATISFACTORY BVIDENCB THAT
,. e. . t:: SIGNED THIS INSTRUMBNT, ON OATH
STATBDTHAT. FJSHBWA AU1HORIZjjTOBXBCUTBTHB
W'STRUMENTASTHB &4 ...... ~;~ .het' ,OF G:<.r~ t~W Lt( ,AND~C OWLBDOEDITTOBBTHBFRBE
AND V UNTAR ACT OF SUCH PARTYIPARTlBS FOR THB USES AND
PURPOSES MENTIONBD IN THE INSTRUMENT
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CORE DESIGN, INC.
BELLEVUE WA 98007
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EXHIBITnA"
LEGAL DESCRIPTION
(Must be stamped by aPE or L S )
Core Project No 99121
9/17/02
Legal Descriptron -Sewer Easement
A stnp of land, 15 00 feet 10 WIdth over a portion of the northwest quarter of the northwest
quarter of Section 16, Township 23 North, Range 5 East, W M , In King County, Washington,
saId striP haVIng 7 50 feet on each side of the following descrIbed. centerline
COMMENCING at the southeast comer of saId subdIVIsion, thence NS9°06'3S"W, along the
south line of said subdIVIsion, 452.00 feet, thence N01°08'26"E 659 84 feet, thence
S89°12'42"E 13558 feet, thence N01°0S'26"E 57 42 feet to the POINT OF BEGINNING of
the herem descnbed centerline, thence N83°58'50"E 50 06 feet to Pomt "A", thence
N73°14'29"E 16568 feet, thence S3~08'07"E 100 18 feet, thence S00033'54"W 407 54
feet,
AND BEGINNING at POint "An, thence SOoo28'31"E 235 60 feet, thence SS7°5S'23"E 50 70
feet, thence S02°59'42"W 10459 feet to the terminus of said centerline
The Sidelines of the above descnbed stnp of land shall be lengthened or shortened, as
reqUIred, to Intersect at allintenor angle pOints, the south nght-of-way margin of NE 3rd
Street as conveyed by deed recorded under Recording No. 20020722001266, record of said
county and a hne that bears S01°08'2S'W from the POINT OF BEGINNING
99121L09 sewer doc Pagc4
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SCALE: 1-= 100' ,
, 87413 '\t '-\ --N 89'08'38'" W S UNE N 1/2, NW 1/4 SEC 16-23-5 462.00
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SANITARY SEWER
EASEMENT
EXHIBIT
".~_ , 4205 " .... ~ HE ..... 100 ..,;un Bell&we, Woshmgton 98007
~DESIGN 4258857877 Fo)(4258857963
ENGINEEIltNG PLANNING SURVEYING
JOB NO. 9912:1.
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Retul n Add, ess
City Cletk's Office
City of Renton
1055 South Glady Way
Renton, W A 98055-3232 1-111111111111111
20021217002197 CITY OF RENTON EAS 25 II PAGE eel OF H'7 12/17/2102 14 41 KING COUNTY I LIA
Title: WATER EASEMENT Property Tax Parcel Number: 162305906206
Project File # Street Intersection or Project Name
RefereDte Number(s) of Documents assigned ,', or released Additional reference numbers are on pages_
Grantor{s): Grantee(s):
1 Gtlroy Fatnlly, L LeI City of Renton. a MumclPal CorporaboJl
The Grantor, as named ~bove, for or and m consideration of mutual benefits, hereby grants, bargatns, sells and dehvers to
the above named Grantee, the following described personal property now located at AddltJonallegalls on page 4 & 5
of document (Abbreviated legal desmptloD MUST go bere)
LEGAL DESCRIPTION;
A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16.
TOWNSHIP 23 NORTH, RANGE 5 EAST, W M , IN THE CITY OF RENTON, KING COUNTY,
WASHINGTON
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That satd Grantor( s), for and 10 conslderatiorl of mutual benefitS, do by these presents, grant, barga1O, sell,
convey, and warrants unto the said Grantet'i; 'Its successors and ~SSlgns, an easement for a pubhc water lme, With
necessary appurtenances over, under, through, across and upon the followmg descnbed property (the nght-of-
way) 10 Kmg County, WashIngton, more patbcularly descubed on page 1 (or lffull legal IS not on page 1-
ExhlbltA)
For the purpose of construcnon, reconstructi!ig, mstallmg, reparr1Og, replaclOg, enlargmg, operatmg and
matntamtng a water plpel1Oe, together WIth tl1e nght of tngress and egress thereto WIthout pnor tnStltubOn of any
suit or proceedmgs of law and WIthout 10cUiring any legal obbgatton or lIabilIty therefore Followmg the mltJal
construcbon of Its faClhbes, Grantee may ~ bme to ttme construct such addtbonal faclhbes as It may requrre
Thts easement JS granted subject to the foll<:)J.'mg Items and conditiOns
1 The Grantee shall, upon complebon of any work WI~ the property covered by the easement, restore
the surface of the easement, and any pnvate lDlprovements disturbed or destroyed dunng execubon of
the work, as nearly as practtcable.t#~ the condItton they were 10 munedtately before commencement of
the work or entry by the Grantee. >0i '
2 Grantor shall retatn the nght to usethe surface of the easement as long as such use does not 10terfere
WIth the easement nghts granted t~ the Grantee
a
b
c
d
e
Erect or mamtaln any bwi.4tngs or structures wlthm the easement, or :', :. ;~
Plant trees, shrubs or vegbtabon havmg deep root patterns which may cause damage to or
tnterfere WIth the uttbbeSJO be placed WItbtn the easeJDent by-the Grantee, or
Develop, landscape, or beautify the easement area 10 any way wluch would unreasonably
mcrease the costs to the'Grantee of restormg' the easement area and any pnvate unprovements .' I therem •.... I
Dig, tunnel or perform other forms of cOnSt:ti!cnon acbVlbes on the property winch would
dIsturb the compacbon or unearth Grantee's faClhtles on the nght-of-way, or endanger the
lateral support faclhbes''; .: .' {~
Blast wlthln fifteen (15)r.~t of the nght-of-way
Tins easement shall run With the land desCribed herem, and shall be buldmg upon the parnes, theIr herrs,
successors m mterest and asSlgIL1J Grant~covenant th!lt they are the lawful owners of the above properttes
and that they have a good and lawful nghf.to execute thts a~t °J.·v ' .. ".~ . By thiS conveyance, Grantor WIll warranfjmd defend the sale hereby made unto the Grantee agaInst all and
every person or persons, whomsoever, la~lly clallnmg or to:claun the same 'flus conveyance shall b10d the
hem, executors, admnustratols and assl~~forever
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99121 L08 utlhty doc Page 2
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IN WITNESS WHEREOF, saId Grantor has caused thIS lDstrument to be executed thIS M day of ___ ,-",-,,-
20~·'
AODroved and Accented Bv:
Grantor(s):
CORPORATE FORM OF
ACKNOWLEDGMENT
Notary Seal must be wlthm box
99121 (08 llubty doc
.', .<
STATE OF WASHINGTON ) SS
COUNTY OF KING) b .II', I certlfy.that I know or have satiSfactOry eVidence that JI.;c."'6rcJ 11 G. hj
~ . .' ..
I lJ;.TIFY TIiAT I KNOW OR HAVB SATISFACTORY EVIDENCE TIiAT !t:14..~.(.\ tr:(f4' ':f SIGNED THIS INSTRUMENT, ON OAnI
STATEJ;>llIATHFJSHEWASAU1HORIZE TO EXECUTE THE
INSTRUMENT AS THB :-n. """.~ OF Gi'-'6~ f"""':Cy (..toe-,AN C OWLEDGEDITTO BBTHE FREE
AND VLUNTARY ACf OF SUCH PARTYIPARTIES FOR nIE USES AND
PURp()sEs MENTIONED IN nIB INSTRUMENT . -.. ::
Notary Publ c m and for the State ofWashmgton
Notary(Prmt) f\oh.t. .. -r#-~. Dk ~I\
MyappOmtment exprres f t -.).. :>--0 'S'
Dated If> -;l..r-t:>~ .....•
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CORE DESIGN, INC
BELLEVUE WA 98007
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" EXHmIT,"A"
LEGAL DESCRIPTION
(Must be stamped by: aPE or L S )
Core Project No 99121
8/16/02
Legal Description -Water Easement
A stnp of land: 1500 feet In width ove'r a pornon of the northwest quarter of the northwest
quarter of Section 16, Township 23 North, RangeS East, W M , In KIng County, Washington,
said stnp haVing 7 50 feet on each Side of the follOWing described centerline
COMMENCING at the southeast comer of said subdiVISion, thence N89°06'38'W, along the
south line of said SubdMslon, 401 96 feet to the POINT OF BEGINNING of the herein
descnbed centerline, thence NOoo5~'22"E 51 53 f~t, thence S88°53'33"E 17716 feet to
POint "A", thence continuing S88°53'33"E 11689 feet to POint "B", thence continuing
S88°53'33"E 51 11 feet to POint "c", thence continUing S88°53'33"E 9 00 feet to POint "0",
thence continUing S88°53'33"E 5 00 feet, '
ANO BEGINNING at POint "C", thence N01°06'27"E 27217 feet to Pomt nEil, thence
continuing N01°06'27"E 228 87 feet to POint "FA, tnence continuing N01°06'27"E t10 91 feet
to Pomt "G", thence continUIng N01°06'27"E 20 50 feet, thence N2go18'24"W 39 16 feet to
POint "H", thence contlnumg N29°18'24'W 71 67 f~et to POint "I", thence contmUing
N29°18'24"E 7 66 feet to POint "J" and the south nght-of-way margin of NE 3rt! Street, as
conveyed by deed recorded under R~corchng No 20020722001266, records of said county. -,
AND COMMENCING at POint "J", th~nce S73°36'34"W, along said south margin, 17972
feet to the POINT OF BEGINNING of the herein descnbed centerhne, thence S15°08'34"E
19 87 feet to POint "K", thence continuing S15°08'34"E 14 17 feet, thence SOOO51'3Q'W
4532 feet to Pomt "L", thence conbhlung SOOO51'30'W 18005 feet, thence S8go12'37"E
1846 feet to POint "M", thence coribnUing S89°12'37"E 1655 feet to POint nN". thence
continUing S89°12'37"E 22 61 feet,thence S01°28'41'W 8510 feet, thence N88°52'53'W
13 90 feet to Pomt "0", thence conttnUing N88°52'53'W 127 80 feet
::;'/;
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AND BEGINNING at POint "G", thenCe N88°53'33'W 30 88 feet, , I
TOGETHER WITH a stnp of land 1000 feet In Width over that portion of said Sectton 16,
said striP haVing 5 00 feet on each side of the follOWing described centerline,
BEGINNING at POint "A",thence SQ'1°06'27"W 27,03 feet, . .:.~. ,
AND BEGINNING at POInt "B", thence N01°06'27"E 1050 feet,
'_.",,: I
AND BEGINNING at POInt "0", the'n~ S01°06'27'W 4818 feet, ,
9912U..oSutthtydoe ~':\ Pagc4
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AND BEGINNING at POint "E", thence N88°53'33"W 84 78 feet,
-~'.;
AND BEGINNING at POint "P, thence N88°53'33'W 2266 feet,
......
AND BEGINNING at POInt "H", thence N60041'36"E 4130 feet,
AND BEGINNING at POInt "lA, thenceN60041'36"E 1924 feet,
... ,.:
AND BEGINNING at POint AK", thence S74°51'26"W 1885 feet,
AND BEGINNING at POInt "l", therlcS N89°08'30'W 35 39 feet,
AND BEGINNING at POInt "M", thence SOQo47'23'W 23 81 feet,
AND BEGINNING at POint "N", thence NOoo47'23"E 1215 feet,
:.".
AND BEGINNING at POint "0", thence S23°50'49"W 1515 feet to the terminus of said
centerhne
---":"---'---.~ ..
The Sidelines of the above descnbed stnp of land shall be lengthened or shortened, as
reqUired, to Intersect at all Interror angle POints, the south nght-of-way margIn of said NE 31d
Street and the south hne of the northwest quarter of the northwest quarter of saId SectIon
16
99121 L0811Uhly doc PageS
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PAGE
60F7
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WATER
EASEMENT
EXHIBIT
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~oiE 4205 148M" NE .... '00 . eenctYUe, Woshll!glon 98007
\. _ _./ 4258857877 Fox 425 8857963 ~ DESIGN
ENGINEERING PLANNING SURVEYING
.JOB NO. 99:1.2:1.
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STOR-HOUSE SELF ·STORAGE AND OFFICE SHORT PLAT
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 16, TWP. 23 N., RGE. 5 E .. W.M •
CITY OF RENTON, KING COUNTY. WASHINGTON
EASEMENTS AND RBSTRICTIONS
......
AQUIFER PROTECTION NOTI!"E l·~:'·'I: ... .• ,,: LEGAt' DESCiuPnwf············,.
, .. , AU. .. ii'Ar PClRTI('H C#' nc: HCRlHWEST QUARTM.Of lHE--HOi'rHWEST-CUARlER t:I SEC1IOii ,e.
SHEET 1 OF 3
LUA-Q2-06S-SBPL
J.ND-20-0317
.\\." .. "", ..... ,.".
.~ .~l·NOR1)t. ,~~~. w. .... IN ~ COUN1Y. WoWCINClQ(. D£saaam AS FOU.OWS: ~~mtu:uSU8~~ ~1IOMS Of It.INERAL RIQf1S AS DlSQ.OSED BY DaD
1.,·1 .... ~: :;~~~~ ..:~~~':Nr.~1t€ :2~ ~O 2. nas sm: IS sua.£CT TO mE 1ERUS AND CONDIlKINS t:I an (S RDnat CRIINAHCE NO. 4012.
" •• -11iE }lORTH UN£ r¥ SAID ~ II A ~ QI'll5.H nDI 1HDICE: SOI'OI'2t"'W o\LONO A ...... • .... , ..... ESTASUSHlNO AN ASSESSWEHT OISlRtCT, AS Dlsa.DSm 8Y IHSlRUNENT RECORtJa) UNDER ~~::r~~~ .. ~~:~~~~~~~n:KlNO> ........ •• 'rG NO. 88OI21OHL
1HE LOTS CREA1!D HEREJt ,.ALL WITHIN ZtJrlE 2 OF RENTON'S AQIJIF[R PROlECTK»f AREA AND ARE SU8.ECT TO THE REQUZRDIDns t7 1HE arr OF REHTDN
ORmfANCE NO. 4307 Nfl} AS AWf.HDED BY QRDCtrWK:E NO. 4-740. 1MS aTY'$ SOLE SOURCE ~ DRINKING WAD It; SUPPLIED f'RCIW A SHAU..OW AQUIfER UHDfJt THE OTY SURfACE. 1HERl 1$ "0 NATURAl BARRIER·8ETYIUN mE WATER TASU: AND GROUND SURFACE. EXlREWE CARE SHDUt.O BE £XERQSEI) \'IHEN HANDUNG CI ANY UQUID SUBSTNfCi: 01HER lH.AH WAlER TO PROtECT fROU CXlHTACT VUli THE
GROUND SURFACE. IT 1$ lHE LOr OVIHER'S REPSDHSlBIlIlY TO PROTECT 1H[ alY's """"""" .......... =:"'~~.:.j'!'~ .... ~.;-~~im1lD~~~'W~ ~~1ItOF~~;· ... ,.jREt'l:.~.: =,~ATTERS DISClOSED BY' REt<lRO OF UMY RECCIICm UHDER
SAlt)fti:.faAWEST WARl'ER fF lHE.llltltlHWE5T OUARTEltV SEC1'IOft;'1I: 1HENC6-'S"CtIs'38-r: :~'. 4. nt"ri'eS'SUU!ct TO 1HE TDtUS AND cawmoH (If A OE\O.OPYD!T ACREEWENT BEtWaN ~o SAm SOUTH U!'l A DtST.u:rt:E OF fG2,OO FtET.~ 1HE sou~ ~ cr,_~E $AID "'.:,. ~!!..~ ROfl'ON. VNco E tN'wC1mf1'S AND AEGIS CAPITAL IHTDtNAlKIHloL. AS [Xsa.OSED BY NORlHVIEST QUARtDt·.<F THE NM'THtIIESt'·OUARlER "RClION ~. ntfNCE NDt"OO"27"t'...... i~' .,:".!J?IKUMt.ftI R[~ ~~ NO. 2OOO101lOOO48O.
DISTANCE or 13lO.61 Fttl. •. .,~ t'R LQ~ 1'0 tHE "'~~'~\~ ) .. ~.. ./' ..... ,.{j :i ." AULO )tiitttI'1HIS.~T ~~/9WJ.. BE SUB..ECT TO CO\'tNAHTS. COfOlJOHS. EASEWENT'S
EXeEPT THAT Pm~ 11i£RECF LYING NOIt'Ui cp.1H£ SClUlW MARGIN r:#ft.R A'tf:HUf',:'lioInH ...... ":.' ,,,> AND ~1»I5.INalitiJNO A .,~~~ AND REQPROCAL PARKING ACREDlEHT. TO BE ~..=:.sa:c:~N0:"5::a:e:JRO STREET::.~.~TABIJSHD) BY D~ •• caID(II •• :-4JNE 15" tl8~~" "'~"'Z" RECCRDfD AT}H£ ~ di;~ANCE C1i (HE (R MORE LOTS. •
'.t,. •••• .: :..s ..... THE ~TS ~.~ THE YAP atEU 01 'DIS SHORT PLAT ARE FOR THt LUT£D
EXCfPl·THAT PORllC1\1 COoMYtO TO 1HE an ~ RdlrtItfc63iwED MY ~~2 ~.; .\.' ~·;lJ:S'Q~miDWAko.·AR£ TO 8E ~ f"tl.J..OIMHC THE R[CORDCHG (7 ntS SHCftT R£~G NO. 2002D7l10012&e. ,'.: ...... .J' f\lrf A!!::~[9fl£D ~o TO 1HE RDEIIVAnotfS LJS1'lD. BELOW. ·:f ,:." .,0" ,s': lIIE :IO.p,i.'..,..._~";;; ..:xns ~.SljO'" ACROSS L01S t •• _.,.{ois'll lIIE .
DEDICATION / CERTIFICATION .......... J. .,:''' .·t· = .. \'::lfo.°~rAl'~~~~.:··~ hk~ .:~ ="'~.
KNOW ALL t.IDf BY THESt PRESENTS THAT" 1HE UHOfR$IQCEO. OYeCtR(S) OF 1Nl!R£ST If ~ .. /. .:....... 7. ~·EWERGEtUJi'\:\f)tIQ{AC(%SS ~s::'0" oN'~n;; 1. 2. AND 3:fS_~' DtIMCl.1tO ~~~c:c:r~s==~~~~~~~T't:~r=\UtQN·:···.·.... . .... .:.. ~.~~~~~\-~THEi:l.{it=-$si =E~"'s,;;~ r~T.
CITY OF RENTON APPROVALS
QTY Of !!D!l!l!! PlNfN1NC / ~G I P\JBU~ ~~~NT EXAW,",:~ APPROo,a) 1ItIs!2~AY OF iiciij1JJ1i& 20.n.1. _'" ",,7f JlfHlIlef/ff1M
DEPT. OF ASSESSMENTS
EXAWlH<D AND APPRO"'" .... .ll.. OAY OF l& .... cboc 20m... IS WADE WnH TItt FRU CONSENT N4D Itt ACCORDANCE lflii'" 1lC" DESIRt ~ TH£ OMIER(S). ...... : ," .... ...-:. :' ':1...:: ..... ...' :f:. ::; :: ... ". ·:··ii .:.,1 , •. " Senti "",Wee . ·DBCJ.lRATIOlf OF CP'VBNANT .'" / ) ......... ,0., .. ,,: .. ,.. ~ COUNTY _5\#". t<nti.IHM 'MIJ)U .. DEPUTY A~S~--kEmANK NA,1lONAL ASsoaA1KlH ... ~"!!.Y ~~"":"~ lItE OIINER OF "" ........ ....a.-..m.. .. 1>IE _!...~!~ RE1UIQr:TIR 1HE.1IO<EfITS TO ''',.: •• !~2:JOS-qOlo~r "'(' ~~~Bl.:;'= ;(~SHc..~~~ ':'~H4.~."·"'I::. \~.. ..i': .!.).
fVlURE PUROIASERS i:j'·mr LOTS. ~ fI = ~ TNERJlF. THE ~AHT StUilL :: :i ·l .<, ...... II1TH DC LAND AS ~"9l\.~at ~~... ..:.... • .. ', .................................. ,... :~: ..... , .. < .. ~ ...... ..
PRIVATI ACCESS A.ND tI'l'ILlTIE.'f.;~~ci·AGBQIe!N'l''''}' r-I/~.! r\ r:1·:li'i~-~--r--L~-2-r------,
'=.~Ak~~=~':sIN=~'t:.ots~L~,~~~~~' .~.
);J"il-u,e (1· .. ·.". Itc:sa.;~'c.c~ ACENOWLED,~ ./:./")) ,:t; StWl. HAVE AM ECIt.ML AND I..WOMDm DlTEREST IN. NCJ RtSPONSlBlUl"'t':FOR YAlNTDlAHC! 0'. .:0 ~=-~1E~~~5D4~A~~~~· t ... · .. ~,::,.1!R~NOT~tDtJ~TY~REN~~~s:v~ ~~ .. ::..... .:
PftOW)[RS. UAlNTDlAHC! aJ5B SHALL BE SHARED EQUALLY. PARKING ~ 1H[·PAWfO IN 1HE' .:.'. .~' ~~~ISPR=,lED. UNWS A WINItAIW r7 20 FIET CI UH08STRUC1lD ":'"
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........ ",. SURVBYOR'S CBRTD'ICATI
1 L STtP.NEN ,J. SCHREI. HEJt[BY aRlFt lKAT nn SiCRT PLAT IS BASED Of 1IC RECORD CI SUR\EY'P .ICIHH to aw«R FOR SlEW HARER A£CORDm ~ KJNQ aufIY ItE"CaONO
DATEI>: iiI:~_ ........ *'>00002, IN SECIIOH ,e, TOINSHlP 2J _lIt, ...... EAST • .=..._ COUNTY • .. . ....... ' ...... I:i.I::O'~.:.Ak.~":T~~~~~Y1HE ~~TN£
.... ~~ .:". ":w.~!' H~ FW..~'.(XIIIIOUW1'1It 1111: PRO""""" OF lItE .... T1lNO """,,,llONS. stI~~ /. ;;t ~{.,..:' /:, .... , .. At.MInr " • .lUG .,' .. " .... ,.':, ... ~.. ./0A1E: ~plz'(!..~.~
::OFOFW';;~% } .. ( i~,,, ...... / ... /:/::,:/.' •. ;.: .... ~?: ............... :\ ......... ..
, c<ATFY lItAT' I<NOW IR HAIIt: SA"". tTORY E\tOEItC[ lItAT k1anli4~~ .JP)ING '''FlCATi'' /. ./ .. !.! ' -"-=:". :S~9!~:~N'!!~~~=:..~~T.TO:1HE,Jz ,.,; .. IN ·J·t:E'Alt~REHT1)Ii·1HIS~DAy ./ ..... '..... ::: NC)'~" SUQl PARTY me THE USES ANI) PURPOSU WDmCJHEI) IN THE NSlRUWOtT. ~,,.=-,, 'iai~ AT ~ ~ ~ ~ ;.1 :: .l'
DATEI>: n1II, I$" 20~ ","-:""ii"", 1<lNO~.~ .... ~:.~: ••• F ... ::., ::/. .:.J" :.,< .,;~ ·· .. ·VlCINITY MAP
(::::::::~ ;":::;;'\ l,·"J"j.}.'·
:ll:' .. II·'···,··C·""o'·O·:· RE':' .,/: ms.!ii~Ai:~,p ..... ,oo .... ;;1" ::.. hu..w. w~ 98007 .
~ J~~~""~ClJ "Wi'Q!I!I'RfIXJ!016H1!p'rt:1!!Ijli •••• .:" :: ... ' .,'-:' '/ ~, LLt~{:·· .:;''/ NOTARY .. • . I¥JTAR>t, nit fA W ..': .... : STA~ OF WA$HIHOlllN. J .,.... .. ~ 1q. ........ory Atlt.'I1oc.
NY (X)Ij~"""" "I8JC .' '"Lo+ ~.l.~""'~: ..r"'~'_ -"'-'. ~ \\~.'
. ' .' .. -.,) \.._ •• :;-;-::-:....,:::: .... 41,S."BBJ.7877,fiI.42s.a8S.l!'6lf.,,· ~. DES'~l'f .:,.:: .. /' /'.
ENGINfflllNG' ....... PL~:NNINGi(. SUII,I1EYING
JOB N'O~' ~=t.:i~ .: .,'
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l 0 50 100 200
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SCALE: 1-= 100·
1m co '"I
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SEE SlIT. 1 FOR CONTINUATION
\ ... _-N a9'06'38-W 452.00 401 96
I S lINE N 1/2, NW 1/4 SEC 16-23-5" ~~ ~P-A-G-E-'~--------W-A-T-E-R-------~------~
-EASEMENT
; ,7 OF7 EXHIBIT
17 16 ' ~~_ 421>5 ... mA .. NE .... 100 ";UB" 8e/lf!'Vlle, Washington 98007 ~DES'GN 4258857877 Fax 4258857963
ENGINEERING PtANNING SURVEYING
. JOB NO. 99:12:1.
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STOR-HOUSE SELF STORAGE AND OFFICE SHORT PLAT SHEET 3 OF 3
A PORnON OF lHE NW il/4 OF lHE NW 1/4 OF SEC. 16, TWP. 23 N., RGE. 5 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
UIII'L4 TIED
LUA-02-081i-SBPL
um-20-0317
132 ..... CALc. (1J2O.0' DE'SC.) "~'l _ _ N 01'011"2'7-t a7.55 _ IT;;' .. -!.' .. ".:. .~ .. " ""'". C UNE HE 1/4, HW '/4 SEC. , ... -. ' :: ,.,' ./0 !!!
• -'.: ," .... ;. /, NOI'OO'27"t ~ 1 ...r---
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:. "... 20 0>'1 ~,/ PueUC SEIER ...... ENT I I PUIIlJC WA1tR EASEWtNT I I '32.30 .• -~!i. .,. R£C. NO. ~ L _ REC. NO. I ' . g, ...... <' '1 I LOT 3 ~ I
""'". : : "<.220 Sf. I I ~l'':··' I ,{h,@. I I ~I;' ._ .• n,,, .. ,,. -:r' .'j, I : '~, .. """\ .. ~".,,,,::::j Ii
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8/8 H
. .-://'''':'''':':''::,: .. :,:::. ,,.-'" .>4"111::,-:----./ ":'1~~ ""~~ .111:,:1:1"" .... ' ...... ,1:.;.: -~i 'i .. ',...... ..<.;.> ... :
.......... , ........ -.." ••• ,,, ..... .,,... .t: ."".< ,........ I
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LEGDm
+ ..... OU.e.RT£R SEC'A~ CORNER AS HOlD
fD FOUND UCMlWEHT A$ HOlED.
SET ltr REBAR VI1m 'fQLOW PlAS'ne CAP STAMPm -(.'ORE J7555·,
FOUND 1/2-ROJAR Nni RED Pl.AS11C CAP STAUPED -ca LS laa~a· 1."1.£SS HOTED 0lHER'MSE. @ DTY rJF _ mEET AIlDRESS
COR. SEC. 18
YOft.NOT 5EAft'Q1ED FOR 1HJS su~. (HElD tOe.
PER REF. 1)
mtND CONCRElE ,"""WENT W/'BRASS AN IN CASE
LOT 1 .',1581 s.r, ®
213.154
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52.00
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.:, .• , ............ ;:. /. LOT·:~ .... " 15" I.-. 1\
", ... 90.1101 5.F..: -:-1 I a ":':':".,-:" :{~ .... i l i:
''.;'.<" I I '.. I L __
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PUNCHED 2-BRASS
OISC o.J' N. )( o.a·
N 01'CII"W E 608.60
UNPlATtED \""..//':::::':>'/l;#~
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IfELOPMENT SERVICES DIVISION OEVELOPMENT
WAIVER OF SUBMITTAL REQUIREMENTS
FOR LAND USE APPLICATIONS
CITY OF RE~~~NING
S£p -1 200~
RECE8VED
This requirement may be waived by:
1. Property Services Section
2. Public Works Plan Review Section
3. Building Section
4. Development Planning Section
PROJECT NAME: f7torhOU0C q(;lftj~y~qe ][ ---j-,-----p0a~u.
DATE: __ c6+-fJ;_'+-1 ()---=-~ __ _
Q:\WEB\Pw\DEVSERv\Forms\Planning\waiver.xls
DEVELOPMENT SERVICES DIVISIO.
WAIVER OF SUBMITTAL REQUI~MENTS
FOR LAND USE APPLICATIONS
Applicant Agreement Statement 2 AND 3
Inventory of Existing Sites 2 AND 3
Lease Agreement, Draft 2 AND 3
Map of Existing Site Conditions 2 AND 3
Map of View Area 2 AND 3
Photosimulations 2 AND 3
This requirement may be waived by:
1. Property Services Section PROJECTNAME: ______ ~_,--~------~~--
2. Public Works Plan Review Section
3. Building Section DATE: ______ +--+ ______________ __
4. Development Planning Section
Q:\WEB\PW\DEVSERv\Forms\Planning\waiver.xls
Printed: 09-01-2004
Payment Made:
~TY OF RENTON
1055 S. Grady Way
Renton, WA 98055
Land Use Actions
RJ:CEIPT
Permit#: LUA04-105
09/01/2004 02:39 PM Receipt Number:
DEVELOPMENT PLANNING
CITY OF RENTON
SEP -, 2004
RECEIVED
R0404780
Total Payment: 1,021.09 Payee: PATRICK JOHN GILROY
Current Payment Made to the Following Items:
Trans Account Code Description
5020 000.345.81.00.0017 Site Plan Approval
5955 000.05.519.90.42.1 Postage
Payments made for this receipt
Amount
1,000.00
21.09
Trans Method Description Amount
Payment Check 2114 1,021.09
Account Balances
Trans Account Code Description Balance Due
---------------------------------------------------------------------
3021 303.000.00.345.85 Park Mitigation Fee .00
5006 000.345.81.00.0002 Annexation Fees .00
5007 000.345.81.00.0003 Appeals/Waivers .00
5008 000.345.81.00.0004 Binding Site/Short Plat .00
5009 000.345.81.00.0006 Conditional Use Fees .00
5010 000.345.81.00.0007 Environmental Review .00
5011 000.345.81.00.0008 Prelim/Tentative Plat .00
5012 000.345.81.00.0009 Final Plat .00
5013 000.345.81.00.0010 PUD .00
5014 000.345.81.00.0011 Grading & Filling Fees .00
5015 000.345.81.00.0012 Lot Line Adjustment .00
5016 000.345.81.00.0013 Mobile Home Parks .00
5017 000.345.81.00.0014 Rezone .00
5018 000.345.81.00.0015 Routine Vegetation Mgmt .00
5019 000.345.81.00.0016 Shoreline Subst Dev .00
5020 000.345.81.00.0017 Site Plan Approval .00
5021 000.345.81.00.0018 Temp Use or Fence Review .00
5022 000.345.81.00.0019 Variance Fees .00
5024 000.345.81.00.0024 Conditional Approval Fee .00
5036 000.345.81.00.0005 Comprehensive Plan Amend .00
5909 000.341.60.00.0024 Booklets/ErS/Copies .00
5941 000.341.50.00.0000 Maps (Taxable) .00
5954 604.237.00.00.0000 Special Deposits .00
5955 000.05.519.90.42.1 Postage .00
5998 000.231.70.00.0000 Tax .00
Remaining Balance Due: $0.00
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I;:XSIT 8LOG'N AREAS
1,700SCIFT.
S.7$OSQFT.
6,400SCIFT.
® 14,111OSOFT.
le,..tnSCIFT.
1,8008QFT.
4,680 SOFT.
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NEW BLDG'N AREAS @·Ie.~~.-I
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STOR-HOUSE OFFICE AND SELF STORAGE PHASE 2 .
GILROV L.;.L_C_
GRADING NOTES ~ E I'0.Il-'-<:> I'0.Il ,. "" ~~ ...... I'0.Il <3i -.-C) I'0.Il
t. AU.. IKWK AND MA1!1MLS SHALL BE IN A~ tilTH THe LATCSrEDI110N OF THE ~rAAlW/O SPEC1F1CA71CNS FrJR ~ BRfDCE. AND Mr.MICJPAL CONS1RtJCTIm" PR£PA/i£D BY M:5.D.a.r. AND AP.M:A AS ADOPTED BY THE aTYOF R£NtDN O£PARTJiOIT OF PUBUC IfOIlIII'S:
2. PHfOR TO ANYt;mS1RtJC1TON Acm,n: 'THE CONTRACTCR SHAU 5CHt:DtJ!E AND A77END A PRE-C0N57RUC~ C'ONFr1i£Nc£ .TH 11£ aTY OF RENTON CONS71lUC1TON NSP£C1lON P£RSONN£L BY PfflJNIN(l. 425-277-~7Q.
.1 A CQi"'Y OF 1HCSE APFWClloEP PLANS MUST BC ON THE.KJt/ SITe IIfI£1In£R CONSTRUC11ON IS IN PROCRCSS.
2t. THE ~ni'ACTCR SHAU.. BE R£SPONSIBl.£ FrJR PROIADINi:; AllCOUATr ~ SA/TlY ~ PROTCC"~ £QUIPII£Nr. n.A~ AND ANY OTHER N£ClJED AC110NS TO PR011Xr THE l.#F. H£AI. TH. AM) 5AffTY OF THE PUBUC. ANO ro PROTCCr PROPeRTY IN caiNECTlON tilTH THE PERFtIRlIANCC OF IfCRI( COIo£Ral BY THE (:atTRACr. ANY JM:'l'ilI(
1f1HfN THe' fRAlI£l£D R1QfT-OI'-WAY THAT IIAY INrERRUPT NORIIAL TRAFFIC now SHALJ. ~Q(IIRE: AT LEASr ewE
Fl.AGCER FOR EAat I.ANC OF TRAFFIC AFFFC7Cll AI.1. S£Cl1ONS OF THe W.'£D.a. T. srANDARD 5f'CC1F1CA 71atS
1-07.2J -TRAfi1C CONni'a. 5HAU. APPI. Y.
~ 14. ~~~~~~~~~::/:cm~~~~~~T1t;IN
1HE CONTRACTr)R SHAI.1. KEEP OFF-SI1C S1R£CTS aEAN Ar AU T1ME'S BY ~ WASHING OF THeSE STRECr.; IfIU NOT 8C AI.1.0tfCD -1HOt!T PRIOR aTY OF ReNTON ..4PAW)VAL
IT SHAU BC THe SOLE Ii£SPONSI8IUTY OF 1HE CONmicTrJR ro AlmANCE RaOCA T10N OH RDiOVA.l. Or DJS71NG UTlUTYPt%£S'STR£ETUQlIS TRAFF1CSIGNALS. err:. BY~TACT1NG TH£~TCU11J.JTYCOIIPANf£S.
RUE'fI TO THCPt.ANSFORSPff1FICS. III
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5. "SHALl. Be. TH£ sou: 1iC5PON5IBIUT'!' OF THe CONTRACTOR TO OBTAIN STRCCT lJ5C AND ANY 01HCH RElATED PCRlffTS
PRfOR TO ANY CONSlRUCT1OH ACI11!rTY.
6. AlL LOCATTONS OF DtJS71NC U71U11£S SHOI/IIN HEREON HA'E BaN ESTA8I.JSH£D BY F1£LI) 5£R1o£Y OH OBTAINED F1IOItI AVAL.A.!U" R£CfJRDS AND SHOULD THER£roR£ B£ CO/tiSlD£PED ~1E' ONLY AND NOT NEtlSSAR/tY COMPLETe.
IT IS T1£ saI RCSPONSIBLITY tF THe CONTRACTOR ro IN/JCPCND£NTlY IflIlI<'Y THE Aa:tRACY tF All. UWTY
L0CA11ONS SHOItN AND ro FlRTHCR 0ISC01IDf AND ,0111000 ANY OT1£R UTr.J11£5 NOr SHOtfN H£RCON JtHCH AlA '1" Be AFFFCTED BY THE IMPtDENTA 110N IT THIS PLAN. THE CONTRACTlJR SHAlL CONTACT THE tJNtJERCRtJt.N) tJTVT1£S L0Ci4 T10N SERWCC (1-800-424-5555) A r LEAST 48 HOIJRS PRIOR ro ctM5TRUCTION. TN£: OI/IINER OR HIS RCPRCSENTA71't€ AND THE £NQNC£R SHALL «CONTACTCD MMWt'A1nY IF CONfUCTS £XIST.
7. lOCATKMS CF ROAD"'" ~ BtJIlDINCS ANO PARKfNC ARf"AS SHOWN HEREON ARE APPROXIAiATC. FOR DIMENSION£D LOCAT1ONS OF 1HE5E,u:wcI,.aeos-RUm TO T1£ AROfITtCTtRAJ. SITE PUN. IfiPRO~T AND STRUCTIJR£ LOC.A11ONS SHAJ..L. BE F1CliJ S£T BY T1£ DICIN£ER AS R£OUIR£D.
8. THe FAClUT1CS SHOrN ON T1£ A1¥WO~ EROSION/SCDtMCNTA11ON CON71KIL PLANS SHALl 8£ CONSTRUC1CD/ IIIPt.DIOITCD PRIOR TO ANY £X1ENSI'E GRADING OR LAND a.£ARfNC IN Act:OROANC£ _TH 1HA T PLAN. 1HES£ FActU11£S MUST 8C So4n5l1""ACJtlIi1lY I#AlNrAlNfJ} UN11t. CONSTRUCTlON AND LANDSCAPfNG IS CCMFf.£1CD AND THE P07CNTIAI. FrJR ONSITe EROSION HAS PASSlU
it GRADING INro ARD4S ()(ITSIDC OF 1HIS PROPERTY IS sutJ.£r:r ro 1H£ ElTTCN lXIiSCNT OF ADJOINtNC PRrPCRTY O~ FALlIRC TO OBrAIN SlJaf CONSENT MA '1" R£QUIR£ ADOI11QNAL ROCKERY OR 01H£R SlATA8l..£ sat SrA8lUZA11ON 5VCH THAT AlL CRADfNC 0CCI.R5 _1H/N ~ PRO.cC7!; IJOtJNDARfa THe CONTRACTOR SHAlL loOWY THE: STATUS OF' 1H£ ADJOININC IWOPERTY OttNCR"S·CONSCNr BY CONrACTWC THe D£II£LOPCR PRIOR TO PERF'ORMJNC Iff»(
OIJr.iIO£ 01'" PRO.ECT I1OUNOARICS.
GRADC'S SHOtIiN ON THfS PlAN R£PRCS£NT THe F:NCIN£Df"S ESTlMA TE OF ~A TC IIJNJMUM EARTHWORK AND OTH£R GRAllWGjSat CONSIIXRAT1ON5. THE CONTRACTOR MAY ALTrR THe GRI4D£S SHOtfN ro BET7F;R AattE1£ TH£S£ R£5tJi..fS
PROWO£1J THAT ANY ALTERATIai IS SUB.£CT TO THE PRIOR APfWr}VAL IN rRtT/NC BY THE ENCINED? OItNCR, AND
THE APPROPRIATC QTY OF ROimN OCPARTIENTS.
11. NO f1NAL GRAD£ cur CW EMtWIKIIENT SLOPe SHAJ.1 cxr::cCD 2:1 ~loOi'7) IfTHOUT STABJUZATICW BYROCKfJIY (NOT ro Dtr::£ED BJ OR BY RETAJNNG WALl. t1Itl£!J SP£CIF1CAJ..L Y AlJTHORIZ£D BY A I.JCENSCD $r:I[S £NaN£ER AND Ao<'¥'W'OlfD BY alY OF RCNTON. ALL ROCKERt£S Olo£.lr 4 ITCT HIGH AND AU. RCfAlNlNC WALLS OUT51O£ OF aT'!' OF ReNTON RtCHT-{)I"-WAY IIfU RCOUIRE A SlPARATC 8tJIl.DINC P£RMIT.
AI./. ROCKEI1I£5 CONSTRUCTCD ON THIS fIROLCT SHALL CONF'ORJI TO aTY 01' RENTrJN STANDARD PLAN5. A 4-MINIMfJII DlAMCTER P£RFrJRATCD, RfGID PIC PfI'C (OR cr:JIJAI.--ro OC API'WOlfil BY TH£ CNQN£ER) SHAlL 11£ INSrALL£D 8EHJNO TH£ ROCK£RY A r OR 8£'LOW 1HC BOfTOItI OF THE LOrtESr ROCK IN THE ROCKE:RY BACKFlU. (SEF D£TAJi). THIS PIP£
SHAlL 8£ DlliECllY CONNECTED TO THE UNDERGROl.INO STORM DRAINAGe SYSTCItI _TH NON-PCRroRATCD. RICID PVC ~ OR AS OTHCRttISE SHOI/IIN ai 11£ PU.Ns. A SlI'RaENT NtJIIBER OF' Cl.£ANOIJTS 5HAI.L BE INSTAI.J.£D IN THS DRAIN
fr) ~ AIlaXlATr ACa:SS FOR 1lAlNTfNANCC.
~ B£RIIINC, F1J..1.I{G. OH OTHER CRAIJtNG 0CCtJR5 .TIMI THE DRIPUNC OF ANY 1RE£ DENOTED ON T1fESC PLANS ro DC So4~ THe GR/tDING (XWT1i'ACfOR SHALL £X£RaSE SPfaAl CAR£' TO A.s:5VRC THAT THIS tfORK OOCS NOT R£SULr IN 7HC t:JCIDSC OF THC 11lE£. ~ SUCH AS ROCI(ERf£$, TREE PROTeCTION FENCES. OR OTHER 1£1HOOS RECOMAIENOED BY THE LANDSCAPE ARa117CCT SHAU. BE DlptO'rED.
14. AU. EARtHWORK LNDER ",01 Wt'C 7lJ 8C tJ5EO BY It£HIaJLAR ni'AffIC SHAlL tJC COMPACTED TO A r teAST 95X OF THE MAXIMtJM ORY D£NSITY PER .04.5. T.1I. 0-1557-78 (MaJIf'1ED PROCTOR)
15. lJNL£SS 01H£RtllSC HOlm AlL SPOT E1..£VAT1QII5 SHOtw IN PA.m AR£:45 ARC TOP IT PAWt'I!:.
AlL PARtONt;, CWTl£WA Y AND ~ ARCAS SHALl. HA ~ A r LEAST A I.OX 5l.0Pe roWARD THC N£~T SroR¥ DRAINAGe lN7£RCCPoov,ltQVl.£YANa SI'S1FM. PLAN DCTAILS OR F1EJ.D MaJIflCATlCWS SHAU. NOT 5UPCRC£D£ THIS REQUR£Jl£Nr.
£XTRfJO£I) CEJlENT CONCRETe ~ ~ SPa:IFI£D. SHAll. DC a;wsTRUCTCD IN A~ _TH CITY or R£NTON STANDARDS AND DCTAJLS OR OCT.u.s SHOtIN ai THeSE PUJI5.
ANY ARFA IIH/ICH HAS IJCEN STRIPPCD OF I£GlTATlON AND /IiH£R£ NO FURTHER /M:'lI0I:' IS ANIlCPATED·FQR A PERIOD OF Jl1 OAI'S CR MORCSHALl. DC ~TnYSTABIlJZED _TH M'UlCHNG, CRASS 5EEIJIN(; OR OTH£R APPROIfD £1fOS1ON . CONTROL lREA 7Jl£NT APPUCA8I.E 10 THC 1TIE OF If"AR IN 0UfSTTON.. GRASS 5CEDING ALONe WLL BE ACCCPTABL£ ONI. Y DURINC THE IIONTHS or APf?tt THROUGH S£PTCM8£R JNa.USI'E. SEEDINC.6tA Y PROCEED rtHCN£1ICR IT IS IN THE INTEREST OF THE PERMlTTEF. BUT MUST DC A/JGII£NTED IItITH M'ULr>IINC. NU11NG. OH 01HEH aTY OF RCNTON-APPROlfil lREATMOJT. STRAW MllLOiSHAU. CONS/sr OF A MlN/IIUM 71«KN£SS or TJIO INO£S SPft£AJ) n£N1.y
Olof]i' THE SURFACE 10 BE PROTECTED. NETTING IIAY BE HEOUfH£O TO HaD IIItJt.CH IN PlACE ON STCCP st~ QiOASS SffDINC SHALJ. DC Aet:oMPI.JSH£D 1HROtJCH 11£ usc OF' A arr OF RCNTON-APPROIIED H'IfJROSEEDER AND S£ED
24. ISSUANCe OF THIS 8UIl..DING P£RMIT BY aT'!' OF' HOlTON DO£5 NDT R£J..J£'E 11£ 0tIN£R' OF THIS CONT1NtJ/NC I.£CAL aJl.JCATION Ao'ItO/b'i' UA8JlJTY aJNNCCTED .tH STORtI AND SURFACE WAIDI' OISPOSITIrJN ANrJ nJRTHER. CITY OF' R£NtDN DOCS NOT ACCCPT ANY t.a:.Co4 T10N roR THE PROPER FUNC11ON1NG AND IlAlNTFNANCC or TH£ SYSTEM PWOHDfD.
lEGAL DESCRIPT1DN
LOT J AND LOT ~ STDR-HOtJS£ SElF STD'i'AGe AND a77CE SHa?T PLAr. ACCORDINC TO 11£ SHORT PLAr THEREOF" R£rX1RO£D IN Iotl.t.AIf£ 156 or PUI~ PAces 286 1HHOtJGH 2868. UND£R RECORDING NtJ. 2002t2179tXJOtU. R£tXJRtJS or lONG COLNTY. WASHlNGfCN.
OWNER
CILHOYLLC. 96.U N.E. .JOTH PlACE SUTe 100 8W.£W£ ....... PHat£.. (425) 747-1726
CONTACT: PA TRICK GILROY
DEVELOPER
LAND TRUST LL.C. 1560 '40TH A'E N£ SUTe tOO BruIWE; .. 9800<
PHat£: (425) 747-1726
CONTACT.' PA TRICK CIlROY
CIVIL ENGINEER
CONTOUR INTERVAL
THO FOOr CONTlJtJR INTCRVAL
VERTICAL DATUM
aTY OF RCNTaN NA loti (J8
BENCHMARK
BCNaf "ARKS PeR alY or ReNTON SUi'lCY ON NA l() '''''' "'TIN
PT. "NU .J-Jf.p-BRASS DISC STAMPCD 'MFF'-I!I9O-ON
CONCRC1C MaRMeNT. CJ.£v. J40.U
r-----Il;2i.'54
~
~OESIGN,INC. 4205-144TH A~ N.£.. SlATe 200 B£UEVUE. *" 9IlOO7 PfflJN£: (425) 885-7877
CONTACT: fIOBCRr H. S~ p.E.
SHEETINDEX
Cl.0l TIllE SHEET
PT. ,,502 4-aJNC. MONI.AiENT W 2-8HASS DISC.t PUNOf AT
1N7FR5CC11ON I.IONR()£ A'E. N.E. '* N.E. 4TH (IIA COR. SEC. 16)
EUlf. .141 • .]9
REFERENCES
1. RECORD OF .5VRt£y FrlR STE\£ HARER BY JOHN £. CRAMCR
IN MX. 127. PC. 911 R£l:. NO. 9901269002.
C2.01 EROSION CONTROl. PLAN
C2 • .Jl EROSION CONTROl. DETAILS
~r~~""~/ ,-N .... )f". Il2I.!l
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V!E~N,!!, ~~ ~ \..!!./IO.IIC'''("COM:.-'''~ 1RASli1JSC':.~
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l-r-~,7"
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MlXTtRC OH 1HROtJGH Pl.ACDl£NT OF AN AcceprABLE soo. .
"AJOR CXPOSEIJ. GRAIXD Sl.Q"F.S SHALl. BE PWOlCCTCD By aLAR PU.STIC 5H£F11NG OR SIIJILAR ~I£D METHOD LN11t. SUCH TalE AS THE ~aaA n'E CO~ HAS B£EN csrABU5HED S1.IFFICIENn r TO INHSIT EROSION.
C4.Dl GRADING 4: STORM DRAINAGE PLAN C4.21 ROAD 4: STDRM.ORAINAGE PR0F7L£S C6.01 WA lUi' PlAN
C6.21 WA lUi' PROFTL£S CONTROL DIAGRAM
20. ANYoPOI CUTS OF EX1ST1NC PUBUC Ra4OWAI'S SHAlL 8£ BACKf1U£O ANO COAIPACTCO IN ACCfR!JANCC tilTH CITY OF RCNroN STANDARDS. AU. CQTS INTO EXlS11NC ASPHALT SHALL Be Al.0NG NCAr. CON11NUOUS. SAHa! LINES. A TEMPORARYax.JJ MIX PATOf SHALL B£ Pf.ACEO MN£DtATaY AFTER BACKFti AND COMPACTION. THE £J(JSTlNC
SURFACING ItIUSr DC RfFt.ACED IN K1ND (OR 4 INCHES OF COMPACTED aA.s:5" "8-AsrtfAL T CONCRETe. ~ 15
GREATCR) IfTHN JO DAYS OF TE:1IPaMRy,.ATaI/NG. THE CONTRACTOR S1W.L aosny rou..OW RCOlAREMCNTS or THE
RIQIT-OF-WAY PO?MIT--SPCCIFICAU Y, ALLOWABLE rIf1RKING HOUR$. 0E1rJtR AND WARNING ~ AND NOTIFICATION
OF ROAD ALTERA110NS TO ~ FU.JCE MID;bf OTHER DlCRCCNCY.5l1r~
cOilE ~DES'G":'
InJIHL19III"-.#IOI
---'Wo~9'ot1T
,,2UlUJlT.Tm42.J.U.I.79Ol NO,
C6 . .Jl WAIUi' DETAILS 4: NOTES
C7.01 COMPOSITE UTILITY PLAN
RE>1SOON BY I ""TE I APPR
SCAJ.E: 1--;lOrr
~r~1 A CITY OF ® ~.~'" RENTON ing/Publoc: Wor'" Dept.
CHECKED FOR COMPLIANCE
TO CITY : STANDARDS
~-----g~!: ===
Oat.
STOR-HOUSE SELF STORAGE
COVEl SHEET .
~ ~ " g •
i
· • ~
• " I
"I II ~I tl §
-'.
NW 1/4, NW 1/4, SEC. 16, TWP. 23 N., RGE. 5 E., W.M.
~ ~ 0.. 0.. 0.. L ~, I J EXIST. TI'PEICB
RItoIJ14.2
12" IE N JIO.49452bo
CONTOUR INTERVAL
-11IOFlXJlctNTOtR"tERYAl
VERTICAL DAWM
orr (FIENTfM.4f1O811
BENCHMARK
fDlQlMARKSI1fR arrfYliDITrN.stIi'IfYOIIAIo4IO ,IIJ6DATIM
PT. /I1J1U J .... w BUSS asc STAJIPCII ?WF-Intr 011 CQOiflC MlIUIOIT.
£UY.JIO.IJ
~'C!! ~
I 11.13 ~~~ ~12~3,. \ -------::::;;:;<:::--"7 ii: :~ : ~i4l08.ti ~2~.~5 4: c 1~~3i\}:' ·/1 J------~~--"~
"l ,,502 ~. CrM: IiIONUIIENT" r"1IlA$ asc.t Pf.NO( AT NlERS£C1X1i ~AI!:N.£.tN.£.411f{ll/.iXIl.!£16)£UY..ul,.J!1
W· UJ ~ ~ 7 B a:: ~ ~
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REFERENCES
I. R£aRJ (T 5UMYn:R SlflClWl£R BYDfN £ OWER It Kl. I». PC.
961i£C..'IOSI9(J11f9OfJZ.
LEGEND
FIllER FABRIC FFNCE
INIERfIPTrJII SWALE
ca;sTlIUCl/ON Access
LIMITS OF a.EAI?INC
CONSTlIUCOON SH}IJ[NCE
Of£CXOAM
INlET RLIER
SEDIJIENT PONO
~
~
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r",,,"-='.5."§
CONSTRUCTION SEQUENCE
1. CONtRACTOR SHAll. sr;HEl)IJU AND A mND A PRECONS7RUC17CW MffT7NG _TIl T1f£ OTY OF RENTai ~T1ON PERSGNN£L BY' PIf(XWNC 425-<IJ()-72OtJ.
2. SLfi'1£1O'i'S SHALL STAXC a..£N?ING LIMITS N 1H£ F1EJ..IJ.
.I INSTALL nt..TER FABRIC FCNCCS ANI) CONSTRUCTION Aet::D:S AS SHO~ ON THe Pl.AN.
----~----= .. ~ I ""-~
---,,-II· --=-x;~ _-== __
-' .. -:==:::-;----=--=-x~.~
4. INsTALL TCJIP()RARY PIPe FROM CB 5 TO SCDIM£NT POND.
'" INSTALL TDIPORARY S£DIN£NT J>arID _TH STAMJPfP£.
6. Q..£ARIN(1 AND GRADNG IIA,.. NOW COItIJI£N(C.
7. 0lJRtN(; THE CRAOING PfiOCCSS. 7HE: carlTRACTrJR 9fALL PA,...5"f"WL ATTCNllaV
17) IHoJNTAININC FILTER FAlJRfC FrNC£S.
4 UPON CCJI,IPl..£11a' a" CRAIJIH(;. £XPQS£O AR£AS SHAIJ. 8£ H)f)Rt)S££t)ED AS
SOON AS P05SIBL£
11. ~TAJ.1. U1V11CS AIiO ROAD IiIPROIOICNTS PER THDR RCSPCC"V£: PLANS (ItIC£ lHCSl1C1Sro~ )
,a CQfSTRUCT NIT FILTERS AT 7H£ CArr:H BASINS AS UT1UTY INSTAUATIai ALLOWS
~"""""IMTS(nP)
I UNDERGROUND LOCATOR SERVlCBl CAlL BEFOR£ )tV OIQ . 1-800-424-5555
UNP\.Anto
cORE ~DESIGN
147rrNL1HI ......... 101
-..-~911Dtl7
~2$.N5.7377,.."'S.18.1.79IU
TOPSLO~ ~ I1.1ERI_FOa(nP)
1/4 SEC. 16-2.3-5
ANO/(R tJPatI F1NISH CRADINC. ~
n DlR£CT RUNOff TO THE INi.£T/SINP nLTF11S. aLAN SUMPS AND STORJI oRMlAGC
U1V11CS AS/'i£CCSSAR'I'.
,Z CI'ICC I1NAJ. GRAOJNC IS COtIPf.E1F. H'IDROSEED. ~ OR SaJALL RCIIAJN1ItIG
EXPOSED AReAS.
U FLUSH PERMANCNT sTORM ORAINAGC sYS7Il/.
,II. TERJllNATF EROSION CON1ROL FAClUTTCS /IIH£N PUNANfNT FACll./71£S ARC COMPlETE AS /l£Ql6lED FOR PAK'VG. THe ROIAJNING CRO!i1ON Cf)N1ROL FAOtJrlCS liAr BE ~TCD rtH£N AU. ct:MSlRtICTlON. UWOSCAI'ING. AND QIAN-CJP ARE CQ#'LETE
AND THE pcTEJmAL FOR ai_SITE CROSION HAS PASSfD.
~~~
SCALE: ,. = 20'
CHECKED FOR COMPLIANCE TO CITY STANDARDS
Dol.
10 20 .0 Oate U-I __ Dol.
-.. -.. --... _ ...
,. _ 20' ~ CITY OF
~ RENTON
::; I Utc-MUuo:JlI:. ..,~ .. r ......... V"IIliE
EROSION CONTROL PLAN
J £ ",,'tWOOI) I .:..-:.. I PlannlnQ.lBuIIdIn;/PubIIc Worb Dept __ N~ ". __
g, 1'-"":' I ......... 1-, N ST£\'tN$ I -__ ..L.._-=-_-'-________ --lL. __________ -,-,-, __ ....JI=.L-:;J
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EROSION/SEDIMENTA T/ONCONTROL NOTES
,. APAi'OVAL (T THIS EROSION/SCfJDtICNTA11ON CONTRa. (ESC) M DOES NOT CCNSnTUTC AN ~VAl (£ ~ANC:NT ROAD OR OHAINACC O£SICN (C.a. $Z£ AND LOCATION or R'Q.4DS PfP£S. RCSTRICTOHS. 0IANNaS. RHomON FACltJ71£S. U11LJTJCS. ETC.)
2. TH£ IMPtEMENTA T10N or THCSC esc PLANS AND THe CONS1RUCT1ON, IlAiNTVlANCC. flEPLACDlENT. ANO UPCRADWC OF TW£S£ esc FAClLI1J£$ IS 7H£ R£SPCWSlBtUTY OF THE APPUCAN1'/Ca'I1RACTOR UNTIL ALL CONS7RtJC71CW IS .."..,"" .
.1 THe BOtJNDAR!£S (£ THE CL£ARINC LJIJITS SHO'MI ON THIS PLAN SHAlL B£ acARI.'" FtAGCCD IN THE F1ElO PRIOR TO
CCNSTRUC71ON. DUR1NC 1HC r;a.lSTRfJC11ON PERIOD. NO OIS1lJRtlANCC BCYONO 1HC FU.GCED aEARfNG UMfTS SHAU BE PlRftIInm _ THE Fl.AGCING SHAJ..J.. 11£ UAINTAINCD BY THE APPUCANT/CONTRACTOR FrR 1H£ OURATICN or CONSTRUCTION. . .
'" THe esc FAClUllCS SHOMN ON THIS PlAN MlJSr 8C CONSTRUCTCD IN CON.lJNC71DN 11171-1 ALL aEARINC AND CRAIJINC ACmf11Cs. AND IN SUCH A MANNER AS TO ENSURE TNA T S£DIJI£NT LADOI WA TCR DOCS NOT ENTCR THE ORAJNACC
SYSTDtI OR lofGlA1E" APPUCABt.E WAIUi' STANDARDS.
5. THE esc FACJUnES SHOttN ON THfS PlAN' ARE' THC MINtIIIUM RCQJIRaIEN1S FOR AN71CIPA 1ft} SI7C CONDITlONS DURING THE CONSTfNCTION PCRIOO. 1HCSE ESC FAC1U71£S SHALL 8£ l.IPGRADED (E.G. A/DT1ONAl SUMPS. RELOCA 110N OF DITCHES AND SIL r fENCES. ETC.) AS N£CDC1) rrR /IN£XPa:7CD STORM OCNTS.
oS. THe esc FACJU11£S SHALL BE INSPCCTCD DAL r BY 1HC APPUCAN7'ftONTRACroR Nfl) IIAMTAINED AS NECESSARY TO £NSURC 1HE1R r;a./llNtJED FUNCTIONING.
7. ANY"AREA 'STRIPPCD OF t.£CcTAffl::..< "tNaUDING ROADWAY DIBANIOICNT5. ItH£R£ NO ItRTHcR' Ml'i'K IS ANTICIPATED
FOR A PERICO OF JO o.A~ SHAU. BC IMMEOIATElY STABfUlCD tilTH T1£ APPROWJJ csr: JIC1HOOS (E.G. SCEDING. ~CHNG" NET11NC. EROSION IJl.ANI((7'S, £TC.).
It ANY AREA NCCDING esc ~ NOT RErJUIR1Nr; fMMCOIArc ATTENTION. SHALL BC ADORCSSED "'THIN THIRTY ~DA~ .
Jl THE esc FACfU1lCS ON INAcnliC SITES SHALL 8C INSPCCTED AND MAINTAINED A ItIINNUM OF ONCE A ~TH OR IfITH/N 'f8 HOURS FOI..LOWINC A SroRltl £leIT.
fa AT NO irM£ SHAll. IJOR£ THAN OlE FOOT Of' S£DIAIOIT BC ALlOIIfD TO AcaJMLl.AlE" IfITHIN A CArol BASIN. All. CA roI BASINS AND Cll'Y1£Y'ANa" LINES SHALL B£ aEAN£D fIRJa1 ro PA I4WG. 1H£ a..£ANING oPf7i'A T10N SHAlL NOT ntISH SEDlI£NT LAD£N WA1f:R INTO THE: DOIIINSTR£AM srsTEJI.
11. STA8IUZCD CONSlHIJCTlON CNT1IANCCS AND WASH PADS SHAll BC NSTAU£l) AT TH£ EICG1NNINC Of' CONS71IUC71ON
AND IlAJNTAINED roR 7H£ DURATION or THE PRo.£CT. ADDIT1ONAJ. oIEA.5tRfS' MAY' B£ REOUIRED TO lNSUR£ THIIT All. PAIofl) AREAS ARE KEPT a£AN FOR TH£ DURATION OF THE PROtECT. (RCW 46.61.66$)'
12. 0URtNC THE 11MC P£R/OO or NO'o£W£R I T1IROl.IGH MARCH JI. All. f'R().Er;T 0IS1IIlBCD AR£AS GRCA 1CR THAN .s.ooa SQUARe FEET JHA r ~ TO Be LEFT UNWORK£O FOR MORe THAN 12 HOURS SHALl 8£ COIE7i'EV BY atE Of' 1H£ rouO/IIfNG IICASURC 1IUl.CH. SCVIJINc. OR Ft.ASTlC CQYERfNC.
1.J. ANY' PERUANENT R£1EfIITlON/lJC1[NTlON FAOUTY USED AS A TDJP(RARY S£T7UNG BASIN SHALL lr MaJIF1ED 1fIT'H 7H£ NCC£SSARY' EROSION CONTROL IlEASVRES NVD SHAi..l.. PROWJE Al)£QUAlC STORACE CAPAOTY. IF' 11£ P£RMAN£NT FAC1tJTY IS ro fUNCTION tc. 71JIA 7a r AS AN lNF1L1RAnON OR OISP£HSION Sl"S1llI. TH£ FACJlJTY SHALL NOT B£ USED AS A ~Y' SE17l.INC BASIN. NO tNrIDCRGROtJNO DC7EHrJatI TANKS OR VAM TS
SHAlL Be USED AS A TCMPORARY'SET7l.#IC BASIN.
14. tw£R£ SEEDING Fal ~ARY' £R()!iIai CONma. IS RCOUR£D. rAST GROIIING~.s:sD' SHAll. Be APPUED AT AN APPROPRJA TE: RATE: (£G. ANNUA/. CR Pffl£NNIAL R~ APPU£O AT APf'fi'rlmfArny 60 POUNDS Pm A~)
15.. IIHCRC 5111,011, MfA.aI FOR TDIPORARY' E'ROSKI'I CONTROL 1$ RCOtAR£D. IT SHALL BC APPUED AT A ItIIN/JIUII 1HO(N£SS OF TWO tNa1£S.
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Oate __ Oot __ _
Date __
cORE ~DES'GN
IQ'IHL2HI"".,..#IOI"
.....-.W ......... 9IIOO7
"'2U,5J877 '-... nns.7N3 NO. I
NW 1/4, NW 1/4, SEC. 16, lWP. 23 N., RGE. 5 E., W.M.
jl -It--------~-il--~ ~"'"
BURY' BOTTtIII Of' FA8RJC "" M~ TERlAL IN II-BY' 12-TROIaI" "" --aEVArlON
=t~~~:ZEH~ detriJglJItdgro/Jbitl9 u...ta
~
:.:;:c,:~:::'\ ;R FABRIC OF £OUIV,
....
PROWJ£ .J/<f. -1.5· ___ . _ .~
WA.9I'W Qi'AI£L SACI<FlU. " ~ ..,
~TJr;i./;C£O!J..= &r --l 81iN.
2· By 4-NOa1 POST
At 1: STm.. IFNC£ POSTS.
Cl:Indit/otl$ 1Ift_ PnKta Applin
sr~Et~J:~J:rII N~~n .. tn:plocetJ>.,.."d,." .. ...tinoJnt trqP..,.~
FlL TER FABRIC FENCE DETAIL
I'I/ClIaAImM ..
s_
1'Cl~t:N'
PlliI"QrA1lJ)pa1C1H1Wi£ IRA/NAGCnaM'I;:/JIAIE1EN l1li. rWIfBI THIll tnl41ERINC(RIfI(L Tt.BIIIC SJWJ.. CQIflY'WTHASlII
FlIT AND MSHTO 11»1.
NO SCAlE
_~cma;
SO£Il fOSTlB. SRII I"1XAI/C1lR
/ ~::"IUT
SllE
Al.m;JllifOlf2r.IETAl.S~ ACI WiEItfAY'BCII5l1J 10 PRCIDtTflOTAT1O/I.
'/0
~I \[?1[.'" .. 1 ::~;-25~~
~
T. u-of-ttl S· l/IflIITY apdh Dr crum.d rock ktr ~." cu 1IIwwn. IIrIttlrit1/w;th -"".,.·bfl(lt tlCCtlpt<Jb/«.
~':':.tI~~th~~'#,~_a;.n_ytoNunl
CONSTRUCTION ENTRANCE DETAIL
NO SCAU:
......
OU7U"TPII'F
SEaR£ STAIO'F£ ,,~IW) ON
10 lETA/. PLATE Jr) PRnOfl flOTATJa(
(SEC INR fETAl. ws!HE7)
NOTF: SEE PLAN nYl POND DNQISlONS '* £I..£VATTONS
TEMPORARY SEDIMENT POND RISER DETAIL
(f!)
SUMP
'ALlfNNAlT: I (BEFrM PAWIG)
NO SCALE
II<IRUP FABR1C
ALlfNNAlT: 2 (BEFrM PAlING)
fl/DlElJ .. "".
NOlES
LII£IIOt£CATDlIJASlNQe(TlNC Z tuAN DRT AID DElRS fRrW UtA,. l£1JC£ ~ tAY' lJE CATCH tJASN NS!RT IISO£ lIE &UI'( «RtJf.AlE1HEQi'AlJM;/WCMIIClJEItSDIT
FAllRlClICTIIEDIlJEQlAmr; NID T1ECAlDI ,.,.,fRN£
lQ1TaTllEor::cssfABRICtlTHAILf/£ IOIC. AJ1051tOf1RS""Of"fAIJRIC :HUJJ IE I.!TT NKXNJ lJE ()/TS« or R£ "tRATUiGF 1J£1l5ER11STOlCII5l1JJI(Y{£ IHMIIiC£
N7CRPAWIG
CATCH BASIN PROTECTION OPTIONS
NO SCALf
SEDIMENTATION POND DETAIL
NO SCALE
INTERCEPTOR SWAL£ X-SECTION & ROCK CHECK DAM
now
NOTE.· I. ROCK SHALl. Be of· MINUS tJU4Hf'Y ROCK. 2. /JISTANCE '1-SHALL 8£ SUffICIENT THAT THe taP OF THe
DAM MU ~T IE LOtICR THAN THE roc Of' THE PRC'MJUS £MIl.
ROCK CHECK DAM X-SECTION
ROCK CHECK DAM
~ SCALI
-,.,~ "NONE """=---1 ~ CITY OF I STOR-HOUSE SELF STORAGE
JEIlATWOC!O I .::: .. I ~ ~ RENTON EROSION CONTROL DETAILS
--.,"""'" DATU" " PIonnlnv/Buklinv/Public wan. o.pt.
REVISOH I BY I"O,iTt I N'Pf:t .-., H SITV£NS --
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CAli. SERRE )oW DIGI
1-800-424-5555
BLDG H
COO ~DESIGN
1471IHL19IfI,.....,OI
....... w~'lffJ07
42S.11S.7U1 'olo ",,,...$.79{,J
., .. ,
NO.
NW JJ4, NW l/4, SEC. 16, lWP. 23 N., RGE. 5 E., W.M.
I ~J
ELDG J
BlJJG R
FF 3/4.3
o
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CONTOUR INTERVAL
T'f/ORJOTcr1ilaliIl1ERVll.
VERnCAL DATUM
orr IT RENTal "'flO l1li
BENCHMARK
B£NQf~I'fRC1rr(TIlOiTal5lRl£r(NAIoCIOI_OAl/.III
PT. ,,8lN.J-fS" tKtSS DISC STAII'Cf) "IWF-1990· at CI7CiC1C 1It1UEJIt. """".,
Pt. ,,501 4· Q:JIC AlDUENT" 2" 6RASS asr: .. PUNCH AT ItlfRSECTOI
M:NI'I:("AI£N.£."N.£41N~mt.2l:I6)l1n..u(J9
REFERENCES
1. fIECtRlJ or SlJKI€YfUiS1(tCHNlERBr.KHI£ CRAMER« Kl.. 127. PC .,£IIO.IIDIJ69DOZ
WMt 0fMI UtI( FDKZ 111m Q4TC
SEE NICH1ffflllAl 91C PUll
I
) I CHECKED FOR COt.4PlIANCE
TO CITY STANDARDS
~ i
______ Oal.
______ Oal.
Dat.
., .:
--=--i~
SCALE: ,. = 20'
u-.: i
-==-..... , ;R CITY OF I STOR-HOUSE SELF STORAGE ® ~ RENTON GIADING NoD STOtM DINU.GE IlAN
OATW Ptonrtlng/Bulldln9/Publlc WorQ Dlpt.
RNSION S'I' I DATE I APPR
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Dot.
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Date
COO ~DESIGN
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...-.w~9ItXIT
dJ.BfJVV7 ",." 4".US.7963
NW 1,14, NW 1,14, SEC. 16, TWP. 23 N., RGE. 5 E., W.M.
""""ON
PROFILE
HORIZ. SCA/.E.' ,-.40' Gr. SCAiL' '-.5'
-illISl'£V£NS
J[ ~'I'WOOO
BY I OAT[ I ~ -.: H smol! ,,""""
....... ="-'='-® I ;R CITY OF
DATUM PIo:ing/Bulld.!ENTON I Public Worlca Dept.
Ih'~ •. ~-·--fii5:EcrKil'
llNDEIIGROUND LOCATOR SiBVICB
CAll. BEn1RC )tV act
1-800-424-$55.5
STOR-IIOUSE SELF STORAGE
STORM DRAINAGE PROFILE
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UNDERGROUND LOCATOR SERV\CB
CAll. tJCFCfiE n::v OIQ
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BLDG H
a lA!BENT TO 8£ ~1l1J
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BY I Dt.TE I APPR
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CONTOUR INTERVAL
. 00 RJOTI'XNICUINlIJIVM
',--~.
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VERTICAL DATllM
0" (T REND ,,"10 III
BENCHMARK
lEIOI MoWGI'Ol arrtT IiDfllM StlM'YlW MfIO '1IJIJlJATlM
PC /16tH ~. Bi'ASS IX% sTAMPfl) "IWF-l_" (JI( caKR£1C 1ItN.JIIOIT.
Ell"< J4/l1J
PT. 1'502 fOaM: IiJ(MJMlNr"r8I'ASS'/ISC~PlMQ(A'N1lRSECT1tN
MWItl" ..lit: N.£ ~ N.£ 4TH (111., aR .sa:: 16) all! J41..1!1
REFERENCES
I. IiBX1iD OF.s!IPIf7Fm 51nf" HNI£R Dr JfHI£ C1WE1f II Ja. 127, PC. .1iEr:. Aa 1!J()fZ69(J(J2.
CHECKED fOR COMPLIANCE TO CITY STANDARDS
______ 001.
Oat.
Dale
-=--'~
SCALE: l' = 20'
WU i
STOR-HOUSE SELf STORAGE
W'ATER PLAN
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REFERENCES
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DEVELOPMENT PLANNING
CITY OF RENTON
SEP -1 200~
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ALLEN JIM S
130 GLENWOOD PL NE
RENTON WA 98056
ATIENZA FLORENDO
, 240 EDMONDS PL NE
RENTON WA 98056
i BERMUDEZ JUN
16481 GALAXY DRIVE
WESTMINSTER CA 92683 , ,
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BYINGTON JAMIE A + FLEMING
, 2605 NE 2ND ST
: RENTON WA 98056
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CLEMMONS JOHN PAUL
2708 NE 2ND ST
RENTON WA 98056
I DIX KEVIN R
164 GLENNWOOD PL NE
i RENTON WA 98056
/ i FRIEDMAN LORI R+JONATHAN R
: ET AL
I 227 FERNDALE CT NE
RENTON WA 98056
/
! HUI WAYLAND
2600 NE 2ND ST
: RENTON WA 98056
KENDALL VANNY TA
I I 107 GLENNWOOD PL NE
, I RENTON WA 98056
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! KONG KEVIN CHIV
, 2630 NE 2ND ST
RENTON WA 98056
I " ANTONIO JOSELITO+IMELDA A
I 2601 NE 2ND ST
:: RENTON WA 98056
II , I
!: I BAKER JEFFERSON F
, I : 2603 NE 2ND PL
, I I RENTON WA 98056
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I I BRODSKY BENJAMIN D
II: 112 GLENNWOOD PL NE
;' RENTON WA 98056
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I' : CASEBOLT KATHY A
" , 2618 NE 2ND ST
: i RENTON WA 98056
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Ii 241 FERNDALE AV NE
; RENTON WA 98056
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: I 131 GLENNWOOD PL NE
: : RENTON WA 98056
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': : I(GILROY FAMILY LLC
I 9633 NE 30TH PL
I, I BELLEVUE WA 98004
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'I I IVANOV ANDREI
, 2617 NE 2ND ST
II RENTON WA 98056
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I I KIEU TUAN MIKE+HA T
II 251 FERNDALE CT NE
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,I' A+ROXANNE C
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' 233 FERNDALE CT NE
: i RENTON WA 98056
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II 2709 NE 2ND ST
I RENTON WA 98056
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I 260 FERNDALE CT NE
I RENTON WA 98056
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, 2725 NE 2ND ST
: RENTON WA 98056
I J: II DINH VINH DUONG
I 170 GLENNWOOD PL NE
I RENTON WA 98056
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I I ELLIOTT MARY ANNE
II 158 GLENNWOOD PL NE
II: RENTON WA 98056 ,II
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I ' HAILE SHAUN M
: 100 GLENNWOOD PL NE
I ~ RENTON WA 98056
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<: : IJOHNSON DENISE M
I 119 GLENNWOOD PL NE
; RENTON WA 98056
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I 500A K C ADMIN BLDG
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I' 152 GLENNWOOD PL NE I
RENTON WA 98056 II
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228 EDMONDS PL NE
RENTON WA 98056
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118 GLENNWOOD PL NE
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! 153 GLENNWOOD PL NE
RENTON WA 98056
~ NGUYEN GIANG B+ TRAN XUAN T
i 208 EDMONDS PL NE
, RENTON WA 98056
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I NIELSEN DEBRA+RICHARD G
; 137 GLENNWOOD PL NE
: RENTON WA 98056
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! RAMASUBRAMANIAM BALAJI
, 253 FERNDALE AV NE
RENTON WA 98056
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I ROLAND CALVIN
239 FERNDALE CT NE
: RENTON WA 98056
(STEWART TOTI+MOSES
TORNESIA L
2629 NE 2ND ST
I RENTON WA 98056
! TOMOIAGA VIOLER+ANA
268 FERNDALE AV NE
RENTON WA 98056
VU HIEN THI K
I 215 FERNDALE CT NE
, RENTON WA 98056
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I' 2609 NE 2ND PL
: RENTON WA 98056
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: : 221 FERNDALE CT NE
I I RENTON WA 98056
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I I 2615 NE 2ND PL
. : I RENTON WA 98056
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: I' 222 EDMONDS PL NE
'I RENTON WA 98056
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'I! RHOADS JEROME W
'I' 176 GLENNWOOD PL NE
:; I RENTON WA 98056
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, , 113 GLENNWOOD PL NE
I i RENTON WA 98056 ~ I
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I: 2703 NE 2ND ST
: I, RENTON WA 98056
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! ' 262 FERNDALE AV NE
'II RENTON WA 98056
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i. 106 GLENNWOOD PL NE
': I RENTON WA 98056
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: I 2612 NE 2ND ST I:: RENTON WA 98058
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, : i 2624 NE 2ND ST
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RLD Expansion CPA (2004-M-07)
Figure 1: Vicinity Map
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NW 1/4, NW 1/4, SEC. 16, TWP. 23 N., RGE. 5 E., W.M.
STOI~-HOUSE OFFICE AND SELF STORAGE
PHASE 2
GILROV L.L.C.
GRADING NOTES I c: I C •
1. ALL WORK AND MA TERIALS SHALL BE IN ACCORDANCE WITH THE LA TEST EDITION OF THE "STANDARD SPECIFICA TlONS FOR
ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" PREPARED BY W.S.D.O. T. AND A.P. w.A. AS ADOPTED BY THE CITY OF
RENTON DEPARTMENT OF PUBLIC WORKS.
2. PRIOR TO ANY CONSTRUCTION ACTIVITY; THE CONTRACTOR SHALL SCHEDULE AND ATTENlI A PRE-CONSTRUCTION
CONFERENCE WITH THE CITY OF RENTON CONSTRUCTION INSPECTION PERSONNEL BY PHOAtING 425-277-5570.
3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTlaN IS IN PROGRESS.
4. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY DEVIA TlON
FROM THESE PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER, ENGINEER AND I.pPROPRIA TE PUBLIC AGENCIES.
5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AIvO ANY OTHER RELA TED PERMITS
PRIOR TO ANY CONSTRUCTION ACTIVITY.
6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FlEW SURVEY OR OBTAINED FROM
AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMA TE ONL Y AND NOT NECESSARIL Y COMPLETE.
IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTL Y VERIFY THE ACCURACY OF ALL UTILITY
LOCA TlONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT Sf'OWN HEREON WHICH MA Y BE
AFFECTED BY THE IMPLEMENT A TlON OF THIS PLAN. THE CONTRACTOR SHALL CONTACT ;'HE UNDERGROUND UTILITIES
LOCA TlON SERVICE {1-800-424-5555} A T LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE OWNER OR HIS
REPRESENTA TlVE AND THE ENGINEER SHALL BE CONTACTED IMMEDIA TELY IF CONFLICTS £)(IST.
7. LOCA TlONS OF ROADWA >-s. BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROX'MA TE. FOR DIMENSIONED
LOCATIONS OF THESE IMPROVEMENTS, REFER TO THE ARCHITECTLlRAL SITE PLAN. IMPRCVEMENT AND STRUCTLIRE
LOCA TlONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED.
8. THE FACILITIES SHOWN ON THE APPROVED EROSION/SEDIMENTA TlON CONTROL PLANS SHALL BE CONSTRUCTED/
IMPLEMENTED PRIOR TO ANY EXTENSIVE GRADING OR LAND CLEARING IN ACCORDANCE /lATH THAT PLAN. THESE
FACILITIES MUST BE SA TlSFACTORIL Y MAINTAINED UNTIL CONSTRUCTION IWD LANDSCAPINI~ IS COMPLETED AND THE
POTENTIAL FOR ONSITE EROs/ON HAS PASSED.
9. GRADING INTO AREAS OUTSIDE OF THIS PROPERTY IS SUBJECT TO THE WRITTEN CONSENT OF ADJOINING PROPERTY
OWNERS. FAILURE TO OBTAIN SUCH CONSENT MAY REQUIRE ADDtnONAL ROCKERY OR OrrtER SUITABLE SOIL
STABILIZA TlON SUCH THA T ALL GRADING OCCURS WITHIN THE PROJECT'S BOUNDARIES. /HE CONTRACTOR SHALL VERIFY
THE STA TLlS OF THE ADJOINING PROPERTY OWNER'S CONSENT BY CONTACTING THE DEVE.~OPER PRIOR TO PERFORMING WORK
OUTSIDE OF PROJECT BOUNDARIES.
10. GRADES SHOWN ON THIS PLAN REPRESENT THE ENGINEER'S ESTIMA TE OF APPROXIMA TE MINIMUM EARTHWORK AND OTHER
GRADING/SOIL CONSIDERA TlONS. THE CONTRACTOR MA Y AL TER THE GR/DES SHOWN TO 8ETTER ACHIEVE THESE RESUL TS
PROVIDED THAT ANY ALTERATION IS SUBJECT TO THE PRIOR APPROVAL IN WRtnNG BY THE ENGINEER, OWNER, AND
THE APPROPRIA TE CITY OF RENTON DEPARTMENTS.
11. NO FINAL GRADE CUT OR EMBANKMENT SLOPE SHALL EXCEED 2: 1 (HORtZ' I/ERr) WITHOUT STABILIZA TlON BY ROCKERY
(NOT TO EXCEED 8') OR BY RETAINING WALL, UNLESS SPECIFICALL Y AUhJRIZED BY A L,CENSED SOILS ENGINEER AND
APPROVED BY CITY OF RENTON. ALL ROCKERIES OVER 4 FEET HIGH AND ALL RETAINING WALLS OUTSIDE OF CITY OF
RENTON RIGHT-OF-WAY WILL REQUIRE A SEPARATE BUILDING PERM/T.
12. ALL ROCKERIES CONSTRUCTED ON THIS PROJECT SHALL CONFORM TO CITY OF RENTON SiiWDARD PLANS. A 4" MINIMUM
DIAMETER PERFORATED, RIGID P[,t;' PIPE (OR EQUAL--TO BE APPROVED BY THE ENGINEE!?) SHALL BE INSTALLED BEHIND
THE ROCKERY A T OR BELOW THE BOTTOM OF THE LOWEST ROCK IN THE ROCKERY BACKI7LL (SEE DETAIL). THIS PIPE
SHALL BE DIRECTL Y CONNECTED TO THE UNDERGROUND STORM DRAINAGE SYSTEM WITH IION-PERFORA TED, RIGID P[,t;' PIPE
OR AS OTHERWISE SHOWN ON THE PLANS. A SUFFICIENT NUMBER OF CLEANOUTS SHALL BE INSTALLED IN THIS DRAIN
TO INSURE ADEQUA TE ACCESS FOR MAINTENANCE.
13. WHERE BERMING, FILLING, OR OTHER GRADING OCCURS WITHIN THE DRIPLINE OF ANY TREE DENOTED ON THESE PLANS
TO BE SA VED, THE GRADING CONTRACTOR SHALL EXERCISE SPECIAL CARE TO ASSURE TrfA T THIS WORK DOES NOT RESUL T
IN THE DEMISE OF THE TREE. TECHNIQUES SUCH AS ROCKERIES, TREE PROTECTION FENCES, OR OTHER METHODS
RECOMMENDED BY THE LANDSCAPE ARCHITECT SHALL BE EMPLOYED.
14. ALL EARTHWORK UNDER PA VlNG TO BE USED BY VEHICULAR TRAFFIC SHALL BE COMPACTt.oD TO A T LEAST 95X OF THE
MAXIMUM DRY DENSITY PER A.S. T.M. 0-1557-78 (MODIFIED PROCTOR)'
15. UNLESS OTHERWISE NOTED, ALL SPOT ELEVA TlONS SHOWN IN PA VED AREAS ARE TOP OF PA VlNC.
IrIC:;IC.
21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUA TE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE
EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEAL TH. AND SAFETY OF THE PUBLIC,
AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK
WITHIN THE TRA VELED RIGHT-OF-WA Y THA T MA Y INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A T LEAST ONE
FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE W.S.D.O. T. STANDARD SPECIFICATIONS
1-07.23 -TRAFFIC CONTROL SHALL APPL Y.
22. THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY SItFEPING. WASHING OF THESE STREETS
WILL NOT BE ALLOItFD WITHOUT PRIOR CITY OF RENTON APPROVAL.
23. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE RELOCA TlON OR REMOVAL OF EXISTING
UTILITY POLES, STREET LIGHTS, TRAFFIC SIGNALS, ETC. BY CONTACTING THE APPROPRIA TE UTILITY COMPANIES.
REFER TO THE PLANS FOR SPECIFICS.
24. ISSUANCE OF THIS BUILDING PERMIT BY CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THIS CONTINUING LEGAL
OBLIGA TlON AND/OR LIABILITY CONNECTED WITH STORM AND SURFACE WA TER DISPOSITION AND FURTHER, CITY OF
RENTON DOES NOT ACCEPT ANY OBLIGATION FOR i'HE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED.
LEGAL DESCRIPTION
LOT 3 AND LOT 4; STOR-HOUSE SELF STORAGE AND omCE SHORT PLA T. ACCORDING TO
THE SHORT PLA T THEREOF RECORDED IN VOLUME 156 OF PLA TS, PAGES 286 THROUGH 286B,
UNDER RECORDING NO. 20021217900004, RECORDS OF KING COUNTY, WASHINGTON.
OWNER
GILROY L.L.C.
9633 N.E. 30TH PLACE SUITE 100
BELLEVUE, WA 98004
PHONE.· (425) 747-1726
CONTACT.· PA TRICK GILROY
DEVELOPER
LAND TRUST L.L. C.
1560 140TH AVE NE SUITE 100
BELLEVUE, WA 98004
PHONE.· (425) 747-1726
CONTACT.· PA TRICK GILROY
CIVIL ENGINEER
CORE DESIGN, INC.
4205-T48TH AVE. N.E., SUITE 200
BELLEVUE, WA 98007
PHONE.· (425) 885-7877
CONTACT.· ROBERT H. STEVENS, P.E.
CONTOUR INTERVAL
TWO FOOT CONTOUR INTERVAL
VERTICAL DATUM
CITY OF RENTON NA 1m 88
BENCHMARK
BENCH MARKS PER CITY OF RENTON SURVEY ON NA 1m 1988
DATLIM
PT. #1884 3-~· BRASS DISC STAMPED "HAFF-1990· ON
CONCRETE MONUMENT. ELEV. 340.93
PT. #1502 4" CONC. MONUMENT W 2" BRASS DISC &-PUNCH AT
INTERSECTION MONROE AVE. N.E. &-N.E. 4TH (1'14 COR. SEC. 16).
ELEV. 341.39
REFERENCES
1. RECORD OF SURVEY FOR STEVE HARER BY JOHN E. CRAMER
IN VOL. 127, Pc. 98 REC. NO. 9901269002.
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1326.54
900
N. 3RD ST.
VICINITY MAP
SCALE.-I" = 2, 600'
N 8912'42" W
35· \\lDE ;RADE--I
ADJUSlME IT
AREA
---~--
N.Co 4TH
STREET
~ FOUND 4"X4" CONC. MON. WjPUNCHED
BRASS DISC IN CASE
ON. 0.4
CITY OF RENTON CONTROl. POINT 11502
N 55,202.26 M
E .398,907.47 M
( N 181.109.78 FT) \E 1,308,751.54 FT
9
1 6.55 6
/
/
16. ALL PARKING, DRIVEWAY AND LANDSCAPED AREAS SHALL HAVE AT LEAST A 1. OX SLOPE TOWARD THE NEAREST STORM
DRAINAGE INTERCEPTION/CONVEYANCE SYSTEM. PLAN DETAILS OR FIELD MODIFICA TlONS SHALL NOT SUPERCEDE THIS
REQUIREMENT.
z S. LINE N. 1/2, NW 1/4 S",-EC,;-;' ...:.16--=2c:..3-..:.5-'-______ .l...-___ ~-L---
N 89'06'38" W 1326.13
17. EXTRUDED CEMENT CONCRETE CURBING, WHERE SPECIFIED, SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF
RENTON STANDARDS AND DETAILS OR DETAILS SHOWN ON THESE PLANS,
18. ANY AREA WHICH HAS BEEN STRIPPED OF VEGETA TlON AND WHERE NO FURTHER WORK IS ANTICIPA TED FOR A PERIOD OF
30 DAYS OR MORE SHALL BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS SEEDING OR OTHER APPROVED EROSION
CONTROL TREA TMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. CRASS SEEDING ALONE WILL BE ACCEPTABLE
ONL Y DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MA Y PR,,)CEED WHENEVER IT IS IN THE
INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETnNG, OR OrHER CITY OF
RENTON-APPROVED TREATMENT. STRAW MULCH SHALL CONSIST OF A MINIMUM THICKNESS OF TWO INCHES SPREAD EVENLY
OVER THE SURFACE TO BE PROTECTED. NETnNG MA Y BE REQUIRED TO HOLD MULCH IN PLACE ON STEEP SLOPES.
GRASS SEEDING SHALL BE ACCOMPLISHED THROUGH THE USE OF A CITY OF RENTON-APPROVED HYDROSEEDER AND SEED
MIXTLIRE OR i'HROUGH PLACEMENT OF AN ACCEPTABLE SOD.
19. MAJOR EXPOSED, GRADED SLOPES SHALL BE PROTECTED BY CLEAR PLASTIC SHEETING OR SIMILAR APPROVED METHOD
UNTIL SUCH TIME AS THE VEGETA TlVE COVER HAS BEEN ESTABLISHED SUFFICIENTL Y TO I~IHIBIT EROSION.
20. ANY OPEN CUTS OF EXISTING PUBLIC ROADWA YS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH CITY OF
RENTON STANDARDS. ALL CUTS INTO EXISTING ASPHALT SHALL BE ALONG NEAT. CONTlN'JOUS, SAItFD LINES. A
TEMPORARY COLD MIX PA TCH SHALL BE PLACED IMMEDIA TEL Y AFTER BACKFILL AND COMPACTION. THE EXISTING
SURFACING MUST BE REPLACED IN KIND (OR 4 INCHES OF COMPACTED CLASS "B" ASPHAL T CONCRETE, WHICHEVER IS
GREA TER) Wli'HIN 30 DA YS OF TEMPORARY PA TCHING. THE CONTRACTOR SHALL CLOSEL Y FOLLOW REQUIREMENTS OF THE
RIGHT-OF-WA Y PERMIT--SPECIFICALL Y; ALLOWABLE WORKING HOURS, DETOUR AND WARN;NG SIGNS, AND NOTlFlCA TlON
OF ROAD AL TERA TlONS TO THE POLICE AND/OR OTHER EMERGENCY SERVICES.
SHEETINDEX
CI.01
C2.01
C2.31
C4.01
C4.21
C6.01
C6.21
C6.31
C7.01
Tln.E SHEET
EROSION CONTROL PLAN
EROSION CONTROL DETAILS
GRADING &: STORM DRAIN A GE PLAN
ROAD &-STORM DRAINAGE PROALES
WATER PLAN
WA TER PROALES
WATER DETAILS &-NOTES
COMPOSITE UTILITY PLAN
"""'" r:::~:::::::::::::::::::::::::::::::j::::~:::j~::=r~~::::~__1 ASNa~D I-H STEVENS
J E HAYWOOD
H STEVENS
YERlI"'" _ " .. HORlZtJNTAI.: NMI 1183/1111
FOUND 3 1/2" BRASS DISC W/PUNCH
IN CONC. MON. SET FLUSH w/
PAVEMENT STAMPED NATIONAL
GEODETIC SURVEY HORIZONTAL
CONTROL MARK HAFF-1990
CITY OF RENTON CONTRa. POINT
11884
N 54,784.24 M
E 398,798.36 n N 179,738.32 FT
(E 1.308,393.57 FT
CONTROL DIAGRAM
CITY OF
RENTON
SCALE.· ,. = 200'
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
_________ Dote __
_________ Dote __
STOR-HOUSE SELF STORAGE
COVER SHEET
Dote
08/18/04
C1.01
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RIM 312.3
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12" I~t. W & <: 308.6 ~ 12" IE N &
12" IE: N :\08.4 S 309.05
INTERCEPTOR SWAlE (TIP)
K
EXIST.
.9
12" IE E 309.35
~ERGRO~ LOCATOR SERVICE
CALL BEFORE YOU DIG!
1-800-424-5555
CLEARING VMITS (rtF)
UNPLATTED
coRE \.,; #""'" DESIGN
147 II N.E. 29", Place, # 1 0 1
Bellevue, WashIngton 98007
425.885.7877 Fax 425.885.79~·3
• o SEDIMENT POND
BERM £lEVA nON 312.9 (26xJ6)
TOP OF STANDPIPE 311.9
12" STANDPIPE IE 309.6
BOTTOM OF POND 308.6
NO.
NW 1/4, NW 1/4, SEC. 16, TWP. 23 N., RGE. 5 E., W.M.
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EXIST.
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-.--._--_ ... _---_ ..... __ ....... __ ..... _.---,-.. __ ...... _ ......... _ ....... _._ ..... _--_._--_ ...
L.
._ .. _ . .----
fil TER FABRIC FENCE (T'r'P)
446.00
N01 "08'26"E
S. LINE N. 1/2, NW 1/4 SEC. 16-23-5
H STEVENS ...... ' J E HAYWOOD
H STEVENS
REVISION BY DATE APPR H STEVENS
1" = 20'
I ONEINCH
AT FU.L SCALE
If' NOT ONE INCH
-.. ,""""""",Y
""""","W 11011
HQRIZOMTAl: .wi 1153/'"'
TYPE 1 CB
RIM 314.2
-~ ~~~----~~~ --~----~~~---~--
CONTOUR INTERVAL
JM) FOOT CONTOUR INTERVAL
VERTICAL DATUM
CITY OF RENTON NA if} 88
BENCHMARK
BENCH MARKS PER CITY OF RENTON SURI£Y ON NA if} 1988 DA TlJII
12" lEN 31 0,49 .q.o~:SJO PT. /1884 3J I2" BRASS DISC STAMPED "HAFF-1990" ON CONCRETE MONUMENT.
£lEV. 34a93
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PT. /1502 4" CONe. MONUMENT W 2" BRASS DISC d' PUNCH AT INTERSEcnON
MONROE A If: N.E d' N.E 4TH (114 COR. SEe. 16). £lEV. 341.39
REFERENCES
1. RECORD OF SURI£Y FOR STEI£ HAR£J? BY JOHN E CflAIIER IN l-1JL 127, PG.
98 REe. Na 9901269002.
LEGEND
RL TER FABRIC FENCE
INTERCEPTOR SWALE
CONSTRUCTION ACCESS
LlMI TS OF CLEARINO
CONSTRUCTION SEQUENCE
CHECK DAM
x-x-x
INLET RLTER
SEDIMENT POND
CONSTRucnON SEQUENCE
1. CONTRACTOR SHALL SCHEDULE AND A TTEND A PRECONSTRUCTlON MEETlNG WITH THE
CITY OF RENTON INSPECTlON PERSONNEL BY PHONING 425-430-7200.
2. SURVEYORS SHALL STAKE CLEARING LIMITS IN THE AELD.
3. INSTALL FlL TER FABRIC FENCES AND CONSTRUCTlON ACCESS AS SHOWN ON THE PLAN.
4. INSTALL TEMPORARY PIPE FROM CB 5 TO SEDIMENT POND.
S. INSTALL TEMPORARY SEDIMENT POND WITH STANDPIPE
6. CLEARING AND GRADING MA Y NOW COMMENCE.
7. DURING THE GRADING PROCESS. THE CONTRACTOR SHALL PA Y SPECIAL A TTENTlON
TO MAINTAINING ALTER FABRIC FENCES,
8. UPON COMPLETlON OF GRADING, EXPOSED AREAS SHALL BE HYDROSE£DED AS
SOON AS POSSIBLE
9. INSTALL UTlLITlES AND ROAD IMPROVEMENTS PER THEIR RESPECTlVE PLANS ONCE
10.
11.
12.
13.
14.
THE SITE IS TO GRADE
CONSTRUCT INLET FIL TERS A T THE CA TCH BASINS AS UTlLlTY INSTALLA TlON ALLOWS
AND/OR UPON ANISH GRADING.
DIRECT RUNOFF TO THE INLET/SUMP FlL TERS, CLEAN SUMPS AND STORM DRAINAGE
UTlLITlES AS NECESSARY.
ONCE FINAL GRADING IS COMPLETE. HYDROSEED, LANDSCAPE OR SOD ALL REMAINING
EXPOSED AREAS,
FLUSH PERMANENT STORM DRAINAGE SYSTEM.
TERMINA TE EROSION CONTROL FACILlTlES WHEN PERMANENT FACILITlES ARE COMPLETE
AS REQUIRED FOR PA VlNG. THE REMAINING EROSION CONTROL FACILlTlES MA Y BE
TERM INA TED WHEN ALL CONSTRUCTlON, LANDSCAPING, AND CLEAN-UP ARE COMPLETE
AND THE POTENTlAL FOR ON-SITE EROSION HAS PASSED.
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
SCALE: 1" = 20' ________ Date __
_________ Date __ o 10
I I Date
08/18/04
CITY OF
RENTON
STOR-HOUSE SELF STORAGE
EROSION CONTROL PLAN
DEVELOPMENT PLANNING
CITY OF RENTON C2.0f
Planning/Building/Public Works Dept. SEP - 1 2004 2
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EROSION/SEDIMENTA TlON CONTROL NOTES =======
1. APPROVAL OF THIS EROSION/SEDIMENTA TlON CONTROL (ESC) PLAN DOES NOT CONSTI.VTr: AN APPROVAL OF PERMANENT
ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION
FACILITIES, UTILITIES, ETC.).
2. THE IMPLEMENT A TlON OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, ,?EhACEMENT, AND UPGRADING
OF THESE ESC FAClLITlES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS
APPRO~D.
3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLA.GGED IN THE FIELD PRIOR TO
CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL
BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURA TlON OF
CONSTRUCTION.
4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION .IfTl-I ALL CLEARING AND GRADING
ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THA T SEDIMENT LADEN WA TER DOES NOT ENTER THE DRAINAGE
SYSTEM OR l-10LA TE APPLICABLE WA TER STANDARDS.
5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR AN7ICIf'A TED SITE CONDITIONS.
DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITlES SHALL BE UPGRADED (E.G. AODITlONAL SUMPS,
RELOCA TlON OF DITCHES AND SIL T FENCES, ETC.) AS NEEDED FOR UNEXPECTED STOftM r:~NTS.
6. THE ESC FACILITIES SHALL BE INSPECTED DAIL Y BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO
ENSURE THEIR CONTINUED FUNCTIONING.
7. ANY AREA STRIPPED OF ~GETA TlON, INCLUDING ROADWA Y EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPA TED
FOR A PERIOD OF 30 OArs. SHALL BE IMMEDIATELY STABILIZED WITH THE APPRO~D ESC METHODS (E.G. SEEDING.
MULCHING. NETTING. EROSION BLANKETS, ETC.).
8. ANY AREA NEEDING ESC MEASURE. NOT REQUIRING IMMEDIA TE ATTENTION, SHALL BE IIDlJRESSED WITHIN THIRTY
(30) DAYS.
9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINlUUM OF ONCE A MONTH OR
WITHIN 48 HOURS FOLLOWING A STORM E~NT.
10. A T NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULA TE 'MTHIN A CA TCH BASIN.
ALL CA TCH BASINS AND CON~YANCE LINES SHALL BE CLEANED PRIOR TO PA VlNG. THr: CLEANING OPERA TlON
SHALL NOT FLUSH SEDIMENT LADEN WA TER INTO THE DOWNSTREAM SYSTEM.
11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED A T THE Bt-GINNING OF CONSTRUCTION
AND MAINTAINED FOR THE DURA TlON OF THE PROJECT. ADDITlONAL MEASURES MA Y 9E REQUIRED TO ENSURE THA T
ALL PA ~D AREAS ARE KEPT CLEAN FOR THE DURA TlON OF THE PROJECT. (RCW 46.61 665).
12. DURING THE TIME PERIOD OF NO~MBER 1 THROUGH MARCH 31, ALL PROJECT DISTURt'ElJ AREAS GREA TER THAN
5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED FOR MORE THAN 12 HOURS S'fAU BE COVERED BY ONE
OF THE FOLLOWING MEASURE,-MULCH, SODDING. OR PLASTIC CO~RING.
13. ANY PERMANENT RETENTlON/DETENTlON FACILITY USED AS A TEMPORARY SETTLING B~SIN SHALL BE MODIFIED WITH
THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUA TE STORAGE CAPACITY. IF THE
PERMANENT FACILITY IS TO FUNCTION UL TlMA TEL Y AS AN INFIL TRA TlON OR DISPERSIOII SYSTEM, THE FACILITY
SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAUL TS
SHALL BE USED AS A TEMPORARY SETTLING BASIN.
14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GROWING GRA3SES SHALL BE APPLIED A T AN
APPROPRIA TE RA TE (E. G. ANNUAL OR PERENNIAL RYE APPLIED A T APPROXIMA TEL Y SC' POUNDS PER ACRE)'
15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM
THICKNESS OF TWO INCHES.
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
_________ Date __
_________ Date __
Date
coRE
\,; ./DESIGN
7477 7 N.f. 29th Place, # 7 0 7
Bellevue, Washington 98007
425.885.7877 fax 425.885.7963 I ..... 12-04-04
08-25-04 NO.
NW 1/4, NW 1/4, SEC. 16, TWP. 23 N., RGE. 5 E., W.M.
FlL TER FABRIC MA TERIAL 60" WIDE ROLLS.
USE STAPLES OR WIRE RINGS TO A TTA TCH
FABRIC TO WIRE. 2" BY r 14 GA.
WIRE FABRIC
OR EQUIV. FlL TER FABRIC MA TERIAL '"
r BY 2· BY 14 GA. WIRE " FABRIC OF EQUIV.
• <0 ,I --It ----------tl--
PROVIDE 3/4" -1.5"
WASHED GRA VEL BACKFILL
IN TRENCH AND ON BOTH SIDES
OF FIL TER FENCE FABRIC ON C\j
f--__ -'6:...;'M.c::;Ac:;X..;;.._+_ -U THE SURFACE.
2" BY r WOOD POST
BURY BOTTOM OF FABRIC AL T: STEEL FENCE POSTS.
• <0
MA TERIAL IN 8" BY 12" TRENCH--' SECTION
Purpose ELEVATION
To retoin sediment from very small disturbed
areas by construction, of a temporary barrier
mode from residue materials avollabl(! from
clearing and grubbing the site.
Conditions Where Practice Applies
Below disturbed areas subject to sheet and rill
erosion, where enough residue material is
available for construction of such a barrier.
Note, does nol replace the need for a sediment
trap or pond.
FIL TER fABRIC FENCE DETAIL
PROVIDE ADEOUA lE -
STRAPPING
POl YETH'tlENE CAP ----~~
NO SCALE
PERFORA lED POl YETHYlENE
DRAINACE TlJBING, DIAMElER
IIIN. 2" LARGER THAN II'A lERTlCHT
COUPLING
12"
CORRUGAlEO
METAL RISER
DEWA lERING ORIfiCE,
SCHElJ. 40 SlEEL STUB
~-," DIAMETER
DEWA lERING ORIfiCE. TlJBING
SHAll COMPL Y ItfTH ASTM
F667 AND AASHTO 1.1294. TACK ItfLO
m·. Q
I CONCRETE BASE 1--AL lERNA TlVEL r. METAL STAKES
~ AND ItfRE MA Y BE USED TO ~--------------~I PRE~TnO~TI~ I-2X RISER o/A. MIN.
TEMPORARY SEDIMENT POND RISER DETAIL
WlRE-,
SCREEN
CONC.
BLOCK
NO SCALE
,---CA TCH BASIN GRA TE
FILTER
FABRIC
STAKE UPRIGHT
~i:XI5'T. GROUND
----
EXISTING GROUND
4"-S" QUARRY
SPALLS, 12" THICK.
(MIN.)
R/W
100' MIN.
c
c c c
EXISTING DR/~WA Y
RAMP OR SITE ACCESS
ROAD
DR/~WA Y CURB
OR EDGE OF PA ~MENT
R = 25'M1N.
1. Use 4" to 8" quarry spalls or crushed rock for surfacing as shown.
Material with "fines" is not acceptable.
2. The 100' minimum length shall be lengthened as necessary to insure
material is not tracked into the public right-of-way.
CONSTRUCTION ENTRANCE DETAIL
NO SCALE
FIL TER FENCE BAFFLE
(SEE DETAIL. SHEET C2.31)
6 'MIN.
---------------
OUn.ET PIPE
SECURE STANDPIPE IN CONCRElE PAD OR
TO METAL PiA lE TO PREVENT nOTA TlON.
(SEE RISER DETAIL, THIS SHEET)
----
NOTE: SEE PLAN FOR POND DIMENSIONS &-ELEVA TlONS
SEDIMENTA TlON POND DETAIL
NO SCALE
2'
SWALE FLOW LINE ---'
INTERCEPTOR SWALE X-SECTION & ROCK CHECK DAM
GRA~L FILTER
fiLlERED
WATER
BYPASS
FOR PEAK STORM
VOLUMES
TOP OF SWALE ---,
THE SUMP BEHIND THE ROCK CHECK DAM
SHALL BE INSPECTED DAIL Y AND CLEANED
WHEN COLLECTED DEBRIS EXCEEDS 0.5 FEET.
'---PERIPHERAL
SUMP
RUNOFF
WATER w/
SEDIMENT
r---FIL TERED
WATER
SEDIMENT
CATCH
BASIN
GRATE
AL TERNA TE 1 (BEFORE PA VlNG)
BURLAP
FABRIC
FIL TERt:D-.....
WATER
ALTERNATE 2 (BEFORE PAVING)
NOlES:
1. REMOVE CA TCH BASIN GRA TlNG
2. CLEAN DIRT AND DEBRIS FROM GRATING LEDGE.
1 LAY THE CATCH BASIN INSERT INSIDE THE BASIN.
-/. REPLACE THE GRATING, PINCHING THE INSERT
FABRIC BETWEEN THE GRATING AND THE CATCH
BASIN FRAME
5. CUT OFF THE EXCESS FABRIC HfTH A BLADE
KNIFE. A 3 TO 5 INCH ItfDE SlRIP OF FABRIC
SHOULD BE LEFT AROUND THE OUTS/DE OF THE
GRA lEING IF THE INSERT IS TO BE USED MORE
THAN ONCE.
AFTER PAVING
J.-----
------FLOW
FLOW
NOTE.' 1. ROCK SHALL BE 4" MINUS QUARRY ROCK.
2. DISTANCE "L" SHALL BE SUFFICIENT THAT THE TOP OF THE
DAM WILL NOT BE LOWER THAN THE TOE OF THE PREVIOUS DAM.
ROCK CHECK DAM X-SECTION
ROCK CHECK DAM CATCH BASIN PROTECTION OPTIONS NO SCALE
NO SCALE
D<SlQNI]),
R H STEVENS .....
J E HAYWOOD
ClfEClCEl>. R H STEVENS
REVISION .....,.,.,...
R H STEVENS BY DATE APPR
NONE
ONE INCH
., fW. sc.\l.E
IF NOT ONE INCH
SCN.E .«CCORDINQLy
CITY OF
RENTON
Planning/Building/Public Warks Dept.
STOR-HOUSE SELF STORAGE
EROSION CONTROL DETAILS
SEP _ 0
EC IV 0
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08/18/04
....... Net
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CUT AND PATCH
PAVEMENT
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU OIGI
1-800-424-5555
1.5% -
HANCOR BLUESEAL
12" IE [ 309 . .35
(TO BE MOVED TO CBS LDCA 17ON)
6.JLF 12' (I aoos 312.12
HANCOR BLUESEAL
1.5%
HIGH PT
312.80
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\,,; /DESIGN
1471 1 N.E. 29th Place, # 1 0 1
Bellevue, Washington 98007
425,885.7877 Fax 425,885.79~3
TYPE I
RIM 312.12
12' IE .Jf)9. 13
659.84
I_ 12 04 04
08-2504
RIM 312.17
12' IE 31al7
NO.
446.00
NOIV8'26"£
REVISION BY DATE
CD 4
BLDG N
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su"""'"'
DESIQNED:
R H STEVENS
J E HAYWOOD
afECKED:
R H STEVENS
APPR ............
R H STEVENS
i 2" iF: N i:z:~
(,"-';Z'1'-' ~ _J •• ;, l), i
312.89
312.89
/.5%
1" = 40'
I ONE Nat
AT FUU. srAU:
RIM 312.89
12'IE 31a81
F NOT ONE INCH
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i
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...... ..i cn
BLDG S
FF 314.5
310.49
CITY OF
RENTON
I i • i \~/')I
II
CONTOUR INTERVAL
THO FOOT CONTOUR INTERVAL
VERTICAL DATUM
CITY OF RENTON NA~ 88
BENCHMARK
BENCH MARKS PER CITY OF RENTON SURVEY ON NA ~ 1988 DA TlJM
PT. /1884 3-'12' BRASS DISC STAMPED "HAFF-1990' ON CONCRETE MONUMENT.
£lEV. 34a93
PT. /1502 4" CONe. MONUMENT W 2' BRASS DlSC.t PUNCH AT INTERSEC710N
MONROE A If: ME .t ME 4TH (#4 COR. SEe. 16). £lEV. .141.39
REFERENCES
1. RECORD OF SURVEY F& STEllE HARER BY JOHN E CRAMER IN VOl. 121. PG.
98 REe. NQ 9901269002.
BLACK VINYl. CHAIN UNK fENCE MTH GA TE
(T'rP). SEE ARCHITECTlJRAL SITE PLAN
j
f ,
I I
I
i i i i
! I
l f! L
I !
4' MAX HEIGHT
KEYSTONE WAll
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
__________ Date __
________ Date __
Date
SCALE: 1" = 20'
STOR-HOUSE SELF STORAGE
GRADING AND STORM DRAINAGE PLAN
DAre
08/18/04
AELDBOOIC:
Planning/Building/Public Warks Dept. DEVELOPMEtfl' PL../:I"NNiNG
CITY r')F HE:.NTON C4.01
SHEEl': OF: 4 9
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________ Dote __
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\.,; ./DESIGN
14711 N.E. 29th Place, #101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.796]
. . . . . .
I ..... 12 04-04
08-25-04
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VERT. SCALE: 1"= 5'
D£SICHEI>. 1" = 2 0' R H STEVENS ...-
J E HAYWOOD
----'
""""'" NIMI '"" HORIZONTAL: tw) 11t&l/1111
~N:O~.-t---------------R-EV-I-S-,O-N--------------~--B-Y--+---~~==~t-~~~m~R-H~ST~E~VE~N~S __ ~ DATE APPR N', ........ R H STEVENS
I OM! INCH
AT F\U.. SCAI.£
IF' NM ONE nOI """'-.Y
: :
CITY OF
RENTON
Planning/Building/public Warks Dept.
. ...
. . : .
: ..
. :
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU OIGI
1-800-424-5555
.. TEl
STOR-HOUSE SELF STORAGE
STORM DRAINAGE PROFILE
08/18/04
...........
DEVELOPMENT Pu\N~ ';G C4.21
CITY Of-n~:r-lTON
SHEEr: OF: 5 9
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1-6" 90' BENO !.IJ
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• CONCRETE BLOCKING
CUT ANO PATCH
PAVEMENT
SEE DETAIL
SHEET C6.JI
coRE
\; /DESIGN
1471 1 N.E. 29", Place, #101
Bellevue, WaJhlngton 98007
425.885.7877 Fax 425.885.79( 3
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S. LINE N. 1/2, NW 1/4 SEC. 16-23-5
...... "" R H STEVENS
DRAWN:
J E HAYWOOD
"'''''''''' R H STEVENS
BY DATE APPR APPR<7IEI>
R H STEVENS
1" = 20'
I ONEINCH
.. FIll ......
If' NOT ONE IfOt
StW.E: NXlORDINOLY
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RENTON
Planning/Building/public Warks Dept.
o o
N
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3=
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P
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00
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CONTOUR INTERVAL
TIKJ FOOT CONTOUR INTERVAL
VERTICAL DATUM
CITY OF RENTON NAJ.f) 88
BENCHMARK
BENCH MARKS PER CITY OF RENTON SURVEY ON NAIO 1988 OATUM
PT. /1884 3-'12" BRASS OISC STAMPEJ) "HAFF-1990" ON CONCRETE MONUMENT.
£LEV, 34a93
PT. /1502 4" CONe. MONUMENT W 2" BRASS OISC .. PUNCH AT INTERSECTION
MONROE A~ N.£. .. N.£. 4TH (#4 COR. SEe. 16). ELEV, .141.39
REFERENCES
I. RECORO OF SURVEY FOR STEVE HARER BY JOHN £. CRAMER IN Ia. 127. PG.
98 REe. NO. 9901269002.
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
_________ Date __
_________ Date __
________ Date __
SCALE: 1" = 20'
STOR-HOUSE SELF STORAGE
WATER PLAN
DAre
OS/18/04
........ HI.
C6.01
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Date
Date
Date
.. ,; ..
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.. ,.
...... :.
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coRE
\.: /DESIGN
147' , N.E. 29th Place, # 1 0 1
Bellevue, WashIngton 98007
425,885.7877 Fax 425.885.7963
PROFILE
HORtZ. SCALE:
VER T. SCALE·
~========t±~~~~~~ I DESlQNEIk 1" 40' R H STEVENS
NO. REVISION BY DATE APPR
J E HAYWOOD
R H STEVENS
""""""'" R H STEVENS
<>IE "'"
AT FULL SCM.E
IF NOT ONE INCH
""" """""",",y
..•............... . ......... .
CITY OF
RENTON
Planning/Building/Public Works Dept.
. ................. ,
... , ...................... .
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
1-800-424-5555
STOR-HOUSE SELF STORAGE
VVATER PROFILE
08/18/04
C6.2f
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WATER NOTES
I. ALL IIORK MA TERlALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIACA llONS OF 710ft: CITY OF RENTON
UllLlTY DEPARTMENT AND THE LATEST EDIllON OF THE I15D07/'APWA STANDARDS AND SPECIACAlltWS, AS APPROVED BY
THE CITY OF RENTON. A SET OF APPROVE:D PLANS SHALL BE KEPT ON-SITE AT ALL llMES DURlhG CONSll?UCllON.
2. THE HOURS OF IIORK IN THE Sll?EET RIGHT-OF-WAY SHALL BE LIMITED TO B:30 AM TO 3:30 PM ,m WEEKDAYS UNLESS
OTHERWISE APPROVE:D IN ItRIllNG BY THE DEPARTMENT OF PUBLIC WORKS AT 2.15-2635. ALL STIIEET CLOSURES,
PARllAL OR FULL. SHALL BE APPROVE:D BY THE DEPARTMENT OF PUBLIC IIORKS 24 HOURS IN ADI~NCE. THE POLICE
DEPARTMENT. ARE DEPARTMENT, AND 911 SHALL BE NOllAED 24 HOURS IN ADVANCE.
3. ALL LOCA llONS OF EXISllNG UllLlllES SHOWN ARE APPROXIMA TE AND IT SHALL BE THE CONll?ACTG'R'S
RESPONSIBILITY TO VE:RIFY THE ll?UE AND CORRECT LOCA llONS SO AS TO A VOID DAMAGE OR DlsnIRBANCE. FOR
UllLlTY LOCA TE CALL 48-HOUR LOCA TORS, 1-800-424-5555.
4. ALL WA IDi' MAIN PIPE TO BE CEMENT LINED DUCllLE IRON PIPE CONFORMING TO A WWA C110 AND em OR LA TEST
REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COAllNG SHALL CONFORM TO AWWA CI04 OR
LA TEST REVISION. PIPE JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS CALL DUCllLE
IRON PIPE INSTALLED SOUTH OF SUNSET BL Iotl. (EMPIRE WA Y, SR 900) AND WEST OF SR 167 (EAST VALLEY FREEWA Y)
OR IN SOILS OF HIGH RESlSllVlTY SHALL BE POLYETHYLENE ItRAPPED PER ANSI/AWWA CI05-77 S'ANDARDS.
5. CAST IRON AND DUCllLE IRON AroNGS SHALL BE CEMENT LINED, PRESSURE RA TED AS NOTED ON ,'LANS, AND IN
ACCORDANCE WITH ANSI/AWWA CI1D/A21.10-82. CEMENT LINING SHALL BE ACCORDANCE WITH AN,!,/AWWA
CI04/A21.4-85. IF AroNGS ARE 3" TO 12" IN DIAMEIDi' AND HAVE: MECHANICAL JOINTS, THE A711NGS SHALL BE
IN ACCORDANCE WITH EITHER ANSI/AWWA CI10/A21.10-82 OR ANSI/AWWA CI53/A21.53-84. 3" 10 12" DIAMETER
AroNGS WHICH HAVE: MECHANICAL JOINTS AND/OR Fl.ANGED JOINTS SHALL BE IN ACCORDANCE WI;'H ANSI/AWWA
CIIO/A21.10.82 OR A COMBINAllON OF ANSI/AWWA CIIO/A21.10.82 AND ANS!,/AWWA CI53/A21.53-·84 SUCH THAT THE
PORllON OF THE AroNG WITH A MECHANICAL JOINT(S) MA Y BE IN ACCORDANCE WITH ANSI/AWWA CI53/A21.53-84 AND
THAT PORllON OF THE AroNG WITH Fl.ANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI/AKmI CI10/A21.10-82.
ACCEPTANCE TESllNG IN ACCORDANCE WITH SECllON 53-5.3 OF ANSI/AWWA CI53/A21.5J-84 OR WITH SECllON 10-4.J
OF ANSI/AWWA CI10/A21.1D-82 SHALL BE OBTAINED BY THE CONll?ACTOR AND ll?ANSMITTED TO ;'HE OWNER.
6. GATE VALVE:S SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BOOY, BRONZED-MOUNTED, DO'lBLE DISC WITH BRONZE
WEDGING DEVICE AND O-RING STUFRNG BOX. VAL iI£5' SHALL BE DESIGNED FOR A MINIMUM WA IDi' OPERA llNG PRESSURE
OF 200 PSI. GATE VALVE:S SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2J80 OR M&tH. AL,: VALVE:S 12" IN DIAMEIDi'
OR LARGER, SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VAHE' ASSEMBLY VAULT
AND I" BYPASS INSTALLA llON.
7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C-!.04-80 WITH A 6"
INLET AND A AI. 11.0. OF 5~ ntv 2-1/2 HOSE NOZZLES WITH NA llONAL STANDARD 7~ 60 DEGREE V THREADS, O.D.
THREAD 4.875 AND ROOT DIAMETER 4,6263, 1-3\4" PENTAGON OPERAllNG NUT OPENING BY TURN.HG COUNIDi'-CLOCKWlSE
(LEFT).
8. ALL WATER MAIN 10" AND SMALLER TO MAINTAIN A MINIMUM COVE:R OF J6" BELOW AN ISH GRADE. ALL WATER MAIN
12" AND LARGER SHALL BE A T A MINIMUM OF 48" BELOW ANISH GRADE. WHERE UllLlTY CONFl.IC],] OCCUR, WA TER
MAINS ARE TO BE LOWERED TO CLEAR.
9. ALL WATER MAINS SIX (62 INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE CLEANIIIG "PIGS" PRIOR
TO DISlNFECllON. THE 'POL Y PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVE:D :QUAL. 2 LB/CU FT
DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COA llNG ON THE REAR OF "PIG" ONL Y. 'PIGS" SHALL BE
CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONll?ACTOR WILL PERFORM THE CL£~NING OPERAllON
UNDER THE SUPERVISION OF THE CITY INSPECllON PERSONNEL.
9A. ALL WA TER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 CSI OVE:R OPERA llNG
PRESSUR£, IN ACCORDANCE WITH THE SPECIACA llONS OF THE CITY OF RENTON AND THE WASHINGi'ON STA TE HEAL TH
DEPARTMENT. ALL PRESSURE TESllNG SHALL BE DONE IN THE PRESENCE OF A REPRESENT A llVE: GF THE CITY OF
RENTON.
9B. ALL WA TER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECllON OF 50 PPM (MINIMUM CONCENll?A llON)
CHLORINE/WA TER SOLUllON. ORY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE
SHALL BE METER£D/!NJECTED IN ACCORDANCE WITH SECllON 7-11.3(12)E OR 7-1I.3(12)F OF THE ;;TANDARD
SPECIACA llONS REFERENCED IN 1 ABOIof:
10. A PRE-CONSll?UCllON CONFERENCE IS REQUIREO PRIOR TO ANY CONSll?UCllON. A MINIMUM OF TH.~EE (J) IIORKING
DA YS NOllCE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON. A PERMIT INFOIiI;/A llON SHEET MUST
BE SUPPLIED TO THE UllLlTY ENGINEER'S OFAC£. TWENTY-FOUR HOUR NOllCE WILL BE REQUIRED cRIOR TO
STARllNG NEW CONSll?UCllON.
II. IT SHALL BE THE CONll?ACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY f'tRMITS PRIOR TO Sr.IRllNG
CONSll?UCllON.
12. INSTALLA llON OF CORPORA TE STOPs, WA TER SERVICES, LINES. AND METERS SHAlf.. NOT BE DONE UlmL ALL SERVICE
AGREEMENTS. MEIDi' APPLICA llONS, CONSll?UCllON PERMITS, AND PA YMENT OF FEES HA VE: BEEN MADE TO THE CITY OF
RENTON.
13. ALL CONNECllON TO EXISllNG MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON. EXCEPT HE'T ;)lPS WHICH MA Y BE
MADE BY APPROVE:D WET TAP CONll?ACTORS WITH PRIOR APPROVAL OF THE DEPARTMENT OF PUBL'C IIORKS. ALL
NECESSARY EXCA VA llON AND MA TERIALS TO BE SUPPLIED BY THE CONll?ACTOR AND BE ON-SITE PRIOR TO CITY
NOllACAllONS,
14. INSPECllON WILL BE ACCOMPLISHED BY A REP'RESENTA llVE: OF THE CITY OF RENTON. IT SHALL BE THE CONll?ACTOR'S
RESPONSIBILITY TO NOllFY THE UllLlTY DEPARTMENT 24 HOURS IN ADVANCE OF BACKRLLlNG ALL GONSll?UCllON.
THE CONll?ACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS-BUILT DRAWINGS.
15. CONll?ACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESllNG ANO PURln' ACCEPTANCE PRIOR TO
ANAL llE -IN.
16. ALL JOINT RESll?AINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE MANUFACTURED BY STAR
MANUFACTURING COMPANY OF COLUMBUS, OHIO OR EQUAL APPROVE:D IN ItRIllNG BY THE DEPARTMENT OF PUBLIC IIORKS.
17. ASPHALT AND CONCRETE Sll?EET PAVING SHALL BE SAW-CUT TO A MINIMUM DEPTH OF ntv INCHE~: OIL MAT Sll?EETS
MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVE:MENT, SIDEWALKS, CURB, GUTTER, AND DRIVE:~~Y APPROACHES
SHALL BE ~W-CUT TO MINIMUM DEPTH OF 7JK} INCHES OR REMOVED TO AN EXISllNG EXPANSION lOINT.
18. A TEMPORARY COLD MIX ASPHALT SHALL BE PLACED ON THE DA Y OF INIllAL EXCA VA llON WITH A PERMANENT SEALED
PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAY.s. CALL FOR SUBGRADE INSPl'CllON PRIOR TO
PLACEMENT OF ANAL PATCH. ll?ENCHES WILL NOT BE LEFT OPEN OVE:R NIGHT WlTHQUT ItRITTEN APPROVAL OF THE
INSPECTOR.
19. FOR CITY PROJECTS SUCH AS TELEMEll?Y CONDUIT, THE PlIt' PIPE USED SHALL 8E SCHEDULE 40 IN UNIMPROVE:D AREAS
AND SCHEDULE 80 UNDER IMPROVE:D AREAS. ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE ,~o PlIt' PIPE.
20. MAXIMUM DEFLECllON FOR FI.ILL LENGTH PIP£, PUSH-ON TYPE JOINT. 8" D.I.P. OR LARGER, SHALL t'E 5; OR 19"
PER 18' LENGTH.
coRE
\,; /DESIGN
14711 N.E. 29th Place, #10/
Bellevue, Washington 98007
425.885.7877 Fax 425.885.79,~3
NW 1/4, NW 1/4, SEC, 16, TWP. 23 N., RGE. 5 E., W.M.
ARE HYDRANT SHALL BE CO'REY-TYPE EQUAL TO IOWA F-5110
OR COMPRESSION TYPE SUCH AS CLOW MEDALLION.' M &t H 929
AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT
INLET WI TH LUGS.
5-1/4" MAIN VALVE: OPENING. ntv 2-1/2" HOSE CONNECllONS
NA tlONAL STANDARD THREADS. 'I" PUMPER CONNECllON CITY OF
SEA m.E THREADS WITH A STORTZ ADAPTOR, 'I" SEA m.E THREAD
X 5" STORTZ. A TTACHED WITH 1/8" STAINLESS STEEL CABLE.
1-1/4' PENTAGON OPERAllNG NUT. ARE HYDRANT TO BE
PAINTED WITH ntv COA TS OF PAINT. PRESERVA llVE:
PAINT No. 4J-655 SAFETY YELLOW OR APPROVE:D EQUAL.
PUMPER CONNECllON TO FACE ROADWA Y ASSEMBL Y.
ARE HYDRANT EXTENSION TO BE USED IF REQUIRED.
CONCRETE BLOCKING ~~
18" TO 20" BEHIND BACK OF CURB
OR 12" BEHIND BACK OF SIDEWALK
THA T IS ADJACENT TO CURB
ntv-PIECE CAST IRON VAL VE: BOX WITH LUG TYPE COVE:R. EQUAL TO OLYMPIC FOUNDRY CO, STANDARD 8" TOP SECllON WITH
REGULAR BASE SECllON LENGTH TO AT. VALVE: NUT EXTENSION
AS REQUIRED (SEE DItG BR46 / PAGE B090).
~ RAISED PA VE:MENT MARKER TYPE 88 A8 ~ SllMSONITE ntv-WA Y BLUE.
CONCRETE BLOCKING
CAST IRON TEE. WITH 6" Fl.ANGE SIDE OUTl.ET.
6" GATE VALVE: (FI. X MJ) AWWA C-509, RESILIENT SEAT
6" DUCllLE IRON PIP£, CLASS 52 CEMENT LINED, LENGTH TO AT ntv J/4"
STEEL llE ROOS. SEE STO DETAIL FOR llE ROOS.
LEVEl. All fJROIJNl)
AfIN J' HAlJllJS
16" x 8" x 4" MlAIINlIM-...J
CONCRETE BLOCK 1/3 CU. YD, WASHED DRAIN ROCK (J" TO 3/8'1
FIRE HypRANT ASSEMBLY
UNDER HYDRANT
~6
ONE MAN HOCK
HYPRANT LOCATION IN CUT OR FILL
/ fEVE:L ALL GROUND ~MIN J'RADIUS
CITY OF RENTON STANDARD PLAN NO. BR24
FIRE HYDRANT ASSEMBL Y DETAIL FINAL CONNECTION DETAIL TESTING DETAIL
EX. mlllCAL CROSS
TEMP. PlUG (AlJ) W/ 2' TAP
.t2'8J.OWOFFASSEI.f8I.Y N£Wo.l. WATE:RUNE ~NEWO.I. WAlFHllNE
CONe. 8J.OCK1N71 ~.......,._ ---Lf1 ~Q:;.';:i;..;>:>-je{-->--HI... 8-*--->--
L VERIlCAl CROSS (N.Ml) rr;w POi. YPlGClHG L AFlFH All ClEANING 8Y POi. YPlG, PH£:SSIJRE 1F:SIlNG
1-BJ./N0 FLANGE: ON TrY' W/2' lAP .t 2' PLUG AND OISINFEC1ION, REMOVE 7EJIPORAHY 8J.OCK .t 8J.OW-OFF
I-BJ./HO FlANGE: ON 8OTTOIrf AND CONNECT ro VAL VE W/O,/. SlEEVE (NJ) .t 0.1. SPOOlS
I-PlUG (AlJ) W/2" TAP .t 27JLow-OFF RNAl CONNECmON 8'1' CITY FOf?CES
7EJIPORAHY 8J.OCK
NOTES:
1. TAPPING 1E£S SHAll 8£ NADE OF o//CIlLE IRON a? EPOXY COA l£I) STill..
2. NO SIZE ON SIZE TAPS ON CAST-IRON WAlFH UNES TAP SHAll 8E AT l(AST
2' SNAll£R OIAII£7ER THAN THE £XlSIlNG NAIN.
.I NO YIfT-TAP ON ASBESTOS CEMENT UNE OR STill. lINE.
OFT-TAP SHAll 8£ DONE ONlY 8'1' ClTY-APPROV£I) CONTRACTOIIS,
5. CONTRACTOII SHAll POTHOLE .t VERIFY THE HORIZONTAL .t mlllCAL AUGN/rIENT OF
£)({SllNG LINE a? S1118 .t SHAll START LA 'liNG
THE NEW LlNEAT THE SANE HORIZONTAL ANO mlTlCAl AlIGNNENT OF THE £)({STING ST1J8.
CITY FOf?CES SHAll P£RFOIIII THE RNAl CONNECTlON FI?OM THE WA lFH UNE ro THE
TAPPING VAL VE W/o.l. SlEEVE .t 0.1. SPOOL
6. THE NAXIJIl/N AVAILA8J.£ fTREFlOW IS 1,000 GPII. 81Jl/{)/NGS NAY NOT £xcmJ .1,600
SOIJANE Ff£T OF CROSS SOIJANE FOOTAGE.
WA TER CONNECTION DETAIL
WET-TAP EXISTING WA TER MAIN
---7EJIPOI?ARY 2' GAL V. PIPE
____ --._:.:flM='ISH:;:..;GR.:.::;::4DE::.:..:£lE=.:VA::,TlON::.:::.:-++-__ --'1L2' GA 7E VAL VE
J FT NIN. COVER (10' OIAII£lFH .t IJNOEI?)
01 FT NIN. COVER (12" OIAllElFH .t ami)
NEW WAlFH NAIN I ~G)
VER IlCAl CHOSS rr;w POi. YPIGGING STA TlONo'
~ INSTAll 2' PlUG ON TrY' OF 8J.1NO FLANGE
,/ AFlFH R£IIOVAl OF PtX YPlG
SIZE OF mlTlCAl CROSS SHAll 8£ THE SANE AS SIZE OF NAIN UNE
VERTICAL CHOSS (AIM)
1-8L./ND FlANGE ON TrY' OF CHOSS W/2' TAP .t 2' TEPOHAHY 8J.OW-OFF ASSE1.f81. 'I'
(REMOVE 8J.OW-OFF ASS£N8J. Y .t INSTAll 2" PlUG AFTEH //£NOVAl OF ClEANING i'Ol. YPIG")
ONE BJ./NO FLANGE: ON 80170Irf OF CROSS
ONE PLUG (NJ) ON £NO OF CHOSS
CONCH£7E 8J.OCK/NG
All 0E8RIS .t POi. YPIGS SHAll BE REMOV£l) FI?OM SlJlJP OF mlTlCAL CHOSS 8EFa?E
OISINFECIlON OF NEW WA lFH NAIN
TEE
CAP
'~·;.·.··:i~ •
22-1/2' 11-1/4'
~/ .::,;:~'.,
. ',' .,.
90' BEND 45' BEND
AGURE 1
NOTE: FOR CONVE:X VE:RllCAL BENDS BLOCKING
SEE APWA STANDARD PLAN NO. 73.
CITY OF RENTON STANDARD PLAN NO. B085
WA TER MAIN POL YPIGG,/NG DETAIL
VER TICAL CROSS FOR POL YPIGGING HORIZ BLOCKING DETAIL
NO SCALE
NO SCALE
BEFORE
" ! "\+--~II~lfIi"-------I
AFTER
SITE DETAIL FOR SHEET C6, 01
NO SCALE
~===========t~~~==~~ NONE CITY OF
RENTON
STOR-HOUSE SELF STORAGE
WA TER DETAILS & NOTES
08/18/04
H STEVENS
""""', J E HAYWOOD
~--~~----------------------------------~~--~~--~----~ ~~R H STEVENS
DATE APPR ~;;;m--'-'--1 BY NO. REVISION H STEVENS
ONE ....
ATFW.~
IF NOT 0Nf INCH
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
DEVELOPMErIT PLANNII\'"
CITY OF HENTON
SEP -I 2004
C6.31
8 9
..,
U 0.
~ H
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o o o '" '" H '"
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~ ""'" 1'< ~ 01 ;:;~ Hi!:
me ~:li
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/ .,
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NW 1/4, NW 1/4, SEC. 16, TWP. 23 N., RGE. 5 E., W.M.
...... ~,.,-. ·-·················~_ ............ ""V,~. , ••.
-... , .......... __ .y-.. , ................. ,,,< • • ' ••••••• '."-,,.,,~ •••••••••• , •• ~_.~ •• 0 ................. ,,, ... ,,····,·····'w ... ,.~ .............. _._ .. ___ .
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c.; .... ,
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.. -........ " .... " ~" ..... " ...... """ ..... "." ..... ".~'" ........... , ....... ~
,,' "."". .. .... ...... .. . .
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" "'" '" "-" -... -'-.. --... "
"·,, .. ,,·''· __ .'''0.... ~"-~" .... --,,-,~ :~'~~.~.:~.~~,
c:,;
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".-"" .. ". ":; -. "("'4!= -. " ....... " .... -~" ... " .... " .. ,,-... ~." .. .. -----~,,-.~ ...
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BLDGL
FF 3110
1. __ ._ ... _ ... _ .... __ ... _ .. _ ... -'-'_.R._H·· ___ H. __ . __
. .... "... . ............ _ ........... " .. ,.
I
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BLDG M
FF 314.3
~~I~~-------------------------------4 . CI4-.----------____________________ ~
bl
r---·_ .... _·_· .. · __ ···_···-I .... _ ... _ .. _ ... _ ... _ ... _ ... _ ..
i I I • , .
. ,
I /", "" , .. ~ : 1
BLDG P
FF 3110
. __ .... __ ._-_ .... _-
"tI--+~U~' ~ _ ~b _ __ _ .w. __ w ••• __ .w¥_ •••• _ •••• __ -_ •• _-•••
! 1 \, .. " .... ', ------
BLDG N
FF 314.3
I I L ... _ .... _ ... _ ..... __ ...... __ ._ ... _ .... _ .... _. __ .... _ .. __ . __ .. _ ... J
I . ---------3!£ -----~~-t-------------------{}~------------------------------~ ------------------ --• ct-o.~-------------------------------------____ ---1C - - - - ---I,n~fo;.·::
.
I r-.--t-t--. __ .... _ .. _ .... _._-----. -_ .. __ ... _ .... _ ... __ ... _ ... _-LH-L \ BlDG Q -_. __ . ··-.... -·-.... -···-.... -~-T~~3G,4R.3···-.. ·-·· .. -.. ·-.... -.. ·-.... ·-· .. ·~,I '.'
BLDGS
FF 3J4.5
.. ./
L"" .. ~!! .... _ .... __ ... _ ... __ FF 311 0 II '''-'--'''--'''-'''--''---''-'''--'--J-. "-'''--x-x-·· __ .. · __ · .. · __ .... __ ... _._ ... _ .... __ .... _ ... _ ... __ ... __ .... __ ... __ .. _ ... _ .. _....X-X-L __ ._. :~"@"d' ...... / ............ !
! -,.... .................... .
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t. C)~ " .... < ...... ~ ... ' .. .... -.... ~ """""'-
o o .
N I.l1
'<t
---""i635Si:s:~-----------Nc~4~4~6.~O~O~ _____________________ ----------------J! 59.84 N01'08'26"E ' I
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOlJ DIGI
1-800-424-5555
coRE
\,; /DESIGN
14711 N.E. 29", Place, # 1 0'
Bellevue, WashIngton 98007
425.885.7877 Fax 425.885.79~3 NO. REVISION BY DATE APPR
DES_
R H STEVENS
J E HAYWOOD
H STEVENS
.......,.""
R H STEVENS
S. LINE N. 1/2, NW 1/4 SEC. 16-23-5
1" = 20'
lONE IItCH
AT FlI.l. SCotLE
If' NDT ONE IMa-I
CITY OF
RENTON
Plonning/Building/Public Works Dept.
= CO
r<)
to P
OJ CO
Z
T/K} FOOT CONTOUR INTERVAL
VERTICAL DATUM
CITY OF RENTON NA I-f] 88
BENCHMARK
BENCH MARKS PER CITY OF RENTON SURVEY ON NA I-f] 1988 OA TUM
PT. /1884 3-',10" BRASS OISC STAMPED "HAFF-1990" ON CONCRETE MONUMENT.
£lEV. 34a93
PT. /1502 4" CONe. MONUMENT W 2" BRASS OISC .t PUNCH A T INTERSECTION
MONROE A ~ N.£. .t N.£. 4TH (114 COR. SEe. 16). ELEV. 341.39
REFERENCES
I. RECORD OF SURVEY FOR STEVE HARER BY JOHN £. CRAMER IN KIl. 121, Pc.
98 REe. NQ 9901269002.
UTILITY LEGEND
o
~
SCALE:
PROPOSED WA TER
PROPOSED STORM DRAINAGE
STORM OR SEWER CLEANOUT
TYPE I CB
1" 20'
o 10 20 40
! 1~1f-------I1
STOR-HOUSE SELF STORAGE
COMPOSITE UTILITY PLAN
08/18/04
DEVELOPMf,CW PLANNING
CITY OF RENTON C1.01
9 9
'1 : :!
.-~-------::--
2 r 6,
160'-0'
140'-0" ------------------------------------
1/2 i
I : -, II
I
I:' , ,
12
i I i I
----
---~MTL. SIDING. TAN. TYP.
r-----MTL. RAKE TRIM. GREEN. TYP.
J •
TOP 4 COURSES CMU SMOOTH. PAINTED TAN.
SPLIT FACE CMU PIER WI
6th COURSE SMOOTH. PAINTED TAN.
-----1
BUILDING "S" EAST ELEVATION
SCALE. 1/S"· 1'·0'
--MTL. FLASHING. TAN. SEE VENDER DETAIL.
-------2' GABLE VENT. PAINT GREEN.
---~-----MTL. RAKE. PAINT GREEN.
r----------HARDI BOARD 4' O.C. PAINTED TAN.
9'4'
'4' 1
o
~ N ..-
:-------------------------:
-----~ 2x TRIM. PAINT TAN. RUNS OVER TOP OF SMOOTH FACE CMU.
--~----. ~-------ARCH. MTL. TRELLIS. GREEN.
-.. --------------TOP COURSE SMOOTH FACE CMU. TYP.
PAINTED TAN.
40'-0"
o C")
~ ..-
r o
o
$ ..-
,--------------------.-----------'i
1hr. WALL
40'·0'
----.--------,
I o
,..---+-CONTROLL JOINT
20' O.C. TYP.
o
2 ..-
40'-0'
,
: , , : :
r -----------
, :r--------' ----.. __ . ----------: :--.'---.---~----------------, r--------------------------: ,-----------.----------------, , , r--------:---------------------------I
__ 1",0'-,-0_' __ ~'-O~ _1,,-0'-0""--' ---.r1,,--"'-O-.r-i _----""12'--"'·0_· -~'If-~'.""'I'Ot~-1 "",2'-0,--' _ J-OL_1'-".:0'-O"-.' --f~'-OJ
1hr. eMU WAll ---
CMU'S IN WIDTHS AS INDICATED
WI CONe. Fn.lED CELLS REINFORCED
WI (1) -I5CONT. FROM FOOTING
TO TOP OF WAlLlBOND BEAM
O~'-ll' D.C. MAX. PROVIDE ~&·LAPs.
SEE STRUCTURAL
BUILDING "S" PLAN
. SCALE: 1/S' = 1'·0'
.,-f;)~--yrLSIDI~
V:VALUM'LlNERPANEL.
GALVALU", LINER PAN'L_\
UlD!:S!GN NO. U425 ----....
1 LAYER SiS' 'fIREBlOC" TYP. X GYP
WALL BOARD APPUED PARAlLEl
TO 001-1 S:OE OF MIN. 3 5m'
STEEl'1!' PURLlN, 24" O.C. MAX.
SEE ve!DF.'l. SPeC.
FASTEN 2~' O.C. JOINT TAPE
AND COM·'C~'':ND All. JOINTS AND SCREWS.
1991 UBC SECTlONS 1G-4.2.1 & 1G-4.2.8
SEE STRUCTURE ORAWINGS FOR DETAILS.
a ALL INTERIOR WALLS ExPOSED
TO PUBLICTRAFFIC.
NDN-RATED MTl. WALl •• ---,
SEE STRUCTURE ORA-WINGS FOR DET "llS
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i I II II T.O. SLAB,
SEE CIVIL,
DEVE~Of'MENT PLANNING
CiTY OF RENTON
SEP -1 2004
RECEIVED
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ssociates
15504 SE 18th Street
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(425) 941 -1040
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2
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DEVELOPMENT PLANNING
CITY Of; HENTON
SEP -1 2004
RECEIVED
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• eSlgn
ssociates
15504 SE 18th Street
Bellevue, WA 98007
(425) 941 -1040
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Date 07/20/04
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---ARCH, MTL ROOF BEYOND_ GREEN,
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SEE CIVIL.
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BUILDING "R" SOUTH ELEVATION
SCALE: 118" = 1'-0'
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GALVAtUME LINER PANEl. --~i
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1 LAYER S1e'''IRE81OC"TYP XGVP
WAlL BOARD APPLIED PARAl.1EL
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SEE \'ENDER SPEC.
FASTEN 24' O.C. JOI~ TAPE
AND COMPOUND ALL JOINTS AND SCREWS
1997 UBCSECTIONS I1)U1 &. 1(14.2.8
SEE STRUCTIJRE DRAWINGS FOR DETAILS , n -U
Mn,SIDlNO ~V"-UM' LIN'" PANEL @ALLINTERIORWALLS EXPOSED
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RECEIVED
Mark Date
Date 07/20/04
Checked by
File name
Xref's
Sheet
A7
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• ",VALUME """. pmEL \
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1 LAYER SIf'FIREBLOC'lYP_XGVP
V:VAWME LINER PANEL·
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FASTEN2~" C.C. JOINT TAPE
ANC COMilCUND ALL JOINTS AND SCREWS.
1991 USC SECTIONS 104-.2.1" lOA.2.a • 1
SEe STRVCruRf DRAWINGS FOR DETAILS _
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CMU. 1hr. TYP. MTL. 1 hr. TYP. MTL. N/R.
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O"VALUMEUNERP""EL'~
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SEE s-mUcruRE DRAWlItIGS FOR DETAILS
i rl.ln. SIDING.
V GALVALUME UNER PANEL. @AU.INTERIORWALLSEXPOSED
TO PUBLIC TRAFFIC.
NON·RATED MTL. WALL.~-""\
SEE STRUCTURE ORAWlN!3S FOR DETAILS.
Q222222???22Z2zz/za
~ .
, EXTERIOR
/ MTl. SIDING.
CMU. 1 hr. TYP. MTL. 1hr. TYP. MTL. NIR.
WALL TYPES
• I -1----T--r----'
I' I"
,.-------r--= ,--
-----------~ ------~-------------
MTL. MAN DOOR WI RELITE. PAINT GREEN.
VERIFY HARDWARE WI OWNER.
---,,-_ ... -----
2
A3
---------------... , .. _,--" --,"-" .. - -... -----.---
-~ --,,_. ----------
BUILDING "M" WEST ELEVATION
SCALE: 1/S" = 1'.Q"
------o.-o-~=-r-----'----------i'----~ ---~--i --------i~--"'-<
BUILDING "M" EAST ELEVATION
SCALE: 1/8" = 1'-0"
~~
--------- -
--~----~,---~
-----24 GAUGE GALVALUM STANDING SEAM MTL. ROOF WI RIDGE VENT.
,-----ON. SPOUT. TAN. WI SCUPPER GUTTER BOX. GREEN TYP. SEE DATAIL 3/A9.
~----GREEN MTL. ROLL UP DOOR WI TAN MTL. HEADER.
TOP 2 COURSES CMU SMOOTH. PAINTED TAN.
SPLIT FACE CMU PIER WI 6th COURSE SMOOTH. PAINTED TAN.
-~----T------T-~--------" -~----
--,-, .. ---
------.. " ... ------.----.---~---.---' --,_._--
MTL. MAN DOOR WI RELITE. PAINT GREEN.
VERIFY HARDWARE WI OWNER.
~.-24 GAUGE GALVALUM STANDING SEAM MTL. ROOF WI RIDGE VENT,
T.O. SLAB. _nIL
SEE CIVIL ~T
SEP -1 2004
RECEIVED
oore
• eSlgn
ssociates
15504 SE 18th Street
Bellevue, WA 98007
(425) 941 -1040
gmooredesign@aol"com
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08/16/04
Dote 07/20/04
Checked by
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Sheet
A3
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(TYP)
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-·--GUTIER SEE
VENDER SPEC,
~-,-RECESSED METAL
1," HEADER PANEL
CMU PIER
---(BEYOND)
-·Ji'_~I~oo--'--'---ROLL-UP DOOR ?~ 11-114" J TYP, /
TYP, METAL ROLL-UP
DOOR WI TUBE GASKET
@BOTIOM
~---CMUPIER
-.-----~--DAMP-OUT
---.--APPROVED SEALER
I· PAVING & BASE
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TOP OF PARTITION I i
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SCAlE: 1/2" '" 1'.()"
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-~.
UNIT LIGHTING
~EE 51A9.
• "INSULATION.--~ ~ .Lo"~~ ~. '-,-~p;} l--·-J
I f~ I m , ORRIDOR LIGHTING
SEE VENDER SPEC,)
MATCH EXIST,
TYPICAL
UNIT
SECTION TYP.
SCALE: 114" = 1'.0'
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t I I ; I , , I ,. t··---------------------1 ,-----------------------,--------------------------, , , ,
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-!'------------36'.0·---------~:i'----::::D:-;N.--:S"'POUT TIGHT LlN~1[8"c-A-T-IO-N-S-. -VE-R-I-FY-W-I C-I-V-IL-. --.... f----------36'.{)·------------.r-------24'-O" -------.I'
-I ---~ I
I . i
BUILDING "L" PLAN
A2 SCALE: 1/8' = 1'-0"
1hr. CMU WALL ---""'
eMU'S IN WlDlHS AS INDICATED
WI CONC. FlLLEO CElLS REINFORCEO
WI (1) ..f5CONT. FROM FOOTING
TO TOP OF WALLIIIOND BOO
@.(.·..()·OC.M.tJC.PRO\IlOEAS"t»S see SmUCTURAL.
G:\I.VALUMELINER PANEL~
UL DESIGN NO. U425 I
1 LAYER snr "fIREB~OC' TYP. X GYP.
WALL BOARD APPLIEO PARALLEL
TO EACH SlOE OF NIN, 3 5/f1'
STEEL TPURL1~. 2.' D.C. MAX.
SEE VENOER SPEC.
FASTEIi 2.4' O,C. JOINT TAPE
AND COMPOUND ALL JOINTS AND SCREWS.
1991UBC secnONS 10·t2.7 & 1004.2.8
SEE STRUCTURE DRA¥IINGS FORDETAlL8.
p////////I////////d
NON-RATED MTL. WALL.----
SEE STRUCTURE DRAWINGS FOR DETAILS
i EXTERK)R V t.m..SIDING,
I
CMU. 1 hr. TYP. MTL. lhr. TYP. MTL. N/R.
WALL TYPES ---.--
r---+---c-::--J TYP.
/---------
I : T ' , ,
__ C-______ 24 GAUGE GALVALUM STANDING SEMM MTL. ROOF.
---------DN. SPOUT. TAN. WI SCUPPER GUTTE~ BOX. GREEN TYP. SEE DATAIL 3/A9.
.---GREEN MTL. ROLL UP DOOR WI TAN MTL. HEADER.
-----------TOP 2 COURSES CMU SMOOTH. PAINTED TAN.
r--------------SPLIT FACE CMU PIER WI 6th COURSE SMOOTH. PAINTED TAN.
i T , I
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BUILDING "L" SOUTH ELEVATION
SCALE: 1/8" -1'·0"
-'-'-' ---.---MTL. RAKE TRIM. GREEN.
12 --MIN-:j 112
BUILDING "L" NORTH ELEVATION
SCALE: 118" = 1'-0"
'=IC.~ __ ~:: -'
- ----------------
. -----------------------,>-~----...:...--~-----: -------------------:::-:~--__ ... _~ ~c-L~ .. ~ to .... --~.-.~ . c~_._ .-... ~~. = . i' .-: ~..... . .. --------------""-,,-------_ ... " .. = ... ~--~F=: ,.l.
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CD BUILDING OIL" EAST ELEVATION
SCALE: 118' -1'.{)'
----.--_.--_ ...... ----~------.. ----------I =·:_c~~.c==.~:.
1-_________________ _
--------
-------, ----~-------.--~ --
--61h COURSE eMU SMOOTH. PAINTED TAN.
~-----------FIRE EXTINGUISHER CABINET. SEE NOTE 71A1.
--------------.---. MTL. TRIM. PAINTED GREEN.
,----------------TOP 3 COURSES CMU SMOOTH. PAINTED TAN.
----------------- ---------
----------------
------~-_-___ ~_ -----~~ ¢ b tQ
-(XI' J:,. ~:I: ,-(') , 9;: c -----m ;0
T.O. SLAB.
SEE CIVIL.
/---------~--GREEN MTL. ROLL UP DOOR WITAN MIL. HEADER.
/ SPLIT FACE CMU PIER WI 6th COURSE SMOOTH. PAINTED TAN.
==~ .. -~ ... --... ~~ .. ·~---··-~·~~'"····~·····-····~··· .. '3· ..... ~ ....... ~-.. ~~~$E~~~~~·~~·=~~~~~~~~·~ ~ ... -:~'::'::'~-:.-~. ~ ":':::'" .. ... . .~''' .... _ ... ~ c-c."./ ..... :~~.~. e .•. · .. · ..... ~ .... I.' ~ ..... ---------.. ~ 1-. . ~ .. ~:~:.:::.::~._: _. 'e_~--::~"'~=c=~t:=.~c -'" ~ .,
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. -: ::~ .. ~\:.---.~ .--~. ~R\ ~-,~.~~~ -----.. ".",.".=.,.c==c~'c~I-' .:~.
\ \'-------.--6th COURSE CMU SMOOTH. PAINTED TAN.
-----------.--.--------FIRE EXTINGUISHER CABINET. SEE NOTE 71Al. BUILDING "L" WEST ELEVATION
SCALE: 118' = 1 '-0'
T.O.SLAB. ~ SEE CIVIL
SEP - 1 2004
RECEIVED
oore
• eSlgn
ssociates
15504 SE 18th Street
Bellevue, WA 98007
(425) 941 -1040
gmooredesign@aol.com
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Revisions
Mark Date
08/16/04
Date 07/20/04
Checked by
File name
Xref's
Sheet
A2
-
TOP
5I-l
BETWEEN 0-310"
ABOvE SID ALK I
GRA~;rrF.
BERM\lP
BETUJEEN cuRe
AND SIDEUJAL
b" TYP.
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10' 20'
100 15
4a
SCALE 1"= 20'-0"
\
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60'
I
TI-lIS FLAN IS FOR CODE sueM1TT AL TO
GOvERNING JURISDICTIONS AND 15 NOT
FOR elDDING OR CONSTRUCTION. 8-13-02
o Lf' .J.J
100 100
-----LANDSCAFE FROJECT L
f: : .' .
FUTURE OFFICE
DEVELOPMENT
--
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PLANTING LEGEND
SYM60L
~.W!"":I..
•
60TANICAL I CCMMON NAME
DECIDUOUS SHADE TREES,
Acer p. 'Columnar .. '
Column .... NOI'UJa9 Mapl ..
Quercuo cocci_
Scarlet Oal<.
DECIDUOUS ACCENf TREES,
I'hJo tif'hlna
Stagrom Sumac
Roblllia pleudoacacla ~a.tlglata'
Narrow 61ade. Locu.t
Gledltola trlacantha. 'SkHlIne'
>Ion~loCU&t
Stewartla p.eudocamellia
J.pa""" .. St .... artl.
Acer palmatum '6100dgood' OR Cot I .... coggY'Ia
61oOOgoOO Japaneo .. Mapl.. Gr...." 5moke Tree
TraclY,jcarpuo fortunei or takil
Olin ..... iUindmili Palm
PoeudotougB m""",Ieon
DOUSla. Fir
PI .... nigra
Auotrlan 61ade. Pine
SIZE I CONDITION I ~AF<KS
Min. 2' cal., 11D'-I2' lit, well-branched above b',
matchsd, 616, ""acing •• ohown on plan.
Min. 2' cal. 11D'-12' hL, well-branc:t-dd above 6',
matchsd, 616 •• paCIng a. ohown on plan.
Min. !i' lit, 31D" 'pead, well-branched, match!!d, 616,
opaclng a. ohown on pl.n.
Min. 1_',,' cal. b-5' hL, well-branched, matchsd, 616,
""acing a. ohown on pl.n.
Min. I-V,' cal, 5'-11D' lit. well-br.nched above b',
m.tch!!d, 616, "".clng a • .nown on pl.n~
MIn. b'-1' or 1'-5' lit. a. noted. well-br.nched,
matchsd, 616, opaCIng •• ohown on pl.n.
MIn. b'-1' or 1'-5' hL a. noted, 'peclmen,
well-branchsd, matchsd, 616, ""acing a. ohown on
~~6'-1' or 1'-5' lit,., noted, "",II-branched,
matched, 616, .pacing a. ohown on plan.
MIn. S'-b' lit. or Iarg ... wh!re noted, full .nd ~ to
loa ... , matchsd, 616, ""acing •• .no ... on plan.
Min. !i'-b' lit., or larger wh!r .. noted, full and buoh:i to
loa ... , matchsd, 616, .paclng a • .nown on plan.
ThJJ. pllcata 'Fa.t1glllta'
~an Cedar
LARt:!E SH~
(2) '-5' lit., (I) 5-11D' hi. full and buol't:!, matchsd, 616,
.paclng •• ohown on pl.n,
SI1:ciS IfJ..I.,J fll f' ..... ,H~.J ,.~.J..
o
(i) o
@
o o
@
***
ThJJa occident. II. 'Emerald Goreen'
Emera Id Gr ...... Arborvitae
F1nuo mugo
&wI •• Mountain Pine
Cotl .... cogg~grla 'Roy.ll AJrple'
I<o!lal Purple 5moke Tree
f'run.Io luoJtanlca
portugal Laurel
Viburnum pllcat.." 'T omento.um'
Doubleflle VlbumJm
Jun Ip<!!l'U& C. 1<.1 lzU<a '
~II~OO J\.o11per
M~Ica callfornlca
PaCific Wax Myrtle
Cornuo alba 'Argenteotn.rginata'
variegated DogWOOd
SMALLIMEDIUM SHf<1J6&,
Abella grandlfolla 'Edward GoucA-er'
Edward Goucl'dr Ab"lIa
Berber I. tlut>ergll 'Ro.e Glow'
Ro ... Glow J.pan ..... 6arberr9
CI,t.u& !"!!brlduo
Ul11te Rod<rooe
Escallonl. 'Apple EIIo"om'
Af'I'le 610'oom E.c:bllonl.
Berb ... I. verruculooa
UJart~ 6arber'll
NandJna d0111<!5tlca !1o~er'. Red'
MOlJer" Red f.leav,,"l~ 6amooo
Frunuo lauracer •• uo lOtto Lu!Jken'
Otto Lu!Jken Laurel
Fr ...... I.urocer.ous 'Zabs".na'
Zabel Laurel
~odendron 'P..I1'
PJM F<hododendron
F<hododendron y.ll<uohlmanum or 'Clipln<o1.e'
'l' alwohlma ...... or Cllplnenoe ~OOendron
Spira ... bum. Ida 'limemound'
Llmemound Splr ....
PI"," m. mugo
l1Jgo Pine
Viburnum davldll
D.vld Vlblnun
Vlb""um tl",," 'Sprl'1 6o"'1uet'
Spring 6o"'1uet LaUlUOtinue
f'h:isocarpuo o. 'Di.l>olo'
NIIlebarl<
M.honl. a'lulfollum 'Compact.'
Dwarf Oregon Grape
PoI~.tlch.tm munltum
Sword Fern
GRA55ESIFEI<ENNIALS/ACCENTS,
4l!OOLM Lavatera marltlmalTr ... Mallow
Mill. 5' lit. full and ~ to b.oe, matchsd, 616,
.p.Clng .. ohown on plan.
MIIl~ 31D" lit. and .""",d, opeclmen, full and buoI>J to
b .... , m.tchsd, 616, ""acing a. 6hown on pl.n.
Min. 24' lit., Ie" opead, well-branched, matchsd, 616
or cont., .p.clng a" .no ... on plan.
Min. 24' lit, full and buol't:!, matched, 616, op.clng a.
ohown on plan.
Min. 24' lit., well-branch!!d, m.tched, £\16, .paclllg ••
ohown on pl.n.
MIn. 48' lit. opeclmen, well-branched, matc:n.d, 616 or
cont., ""aCing ao ohown on plan.
MIIl~ 24' lit. full and buohj, container, .paclng a. ohown
on plan.
Min. 3/D-3b' spread, full and ~, container, .paclng
ao ohown on plan
Min. 15' spread. full .nd buoh:i, COt'Miner, op.Clng
•• .nown on pl.n.
Mill, 15' lit., full and buoI>J, container, spacing a. ohown
on plan.
Min. Ie' 'pead, full and buol't:!, cont.lner, spaCing a.
ohown on plen.
Min. IS' 'p,,"d, full and buoI>J, container, opaCing ao
01'0III'I on pi, I!\.
Min. lEo' op,.d, filII and bu&~, COt'Miner, 'pacing .0
.noUWI on I" Iln.
Min. 24' lit" lull and buoI>J, container, opaclng a. ohown
on plan.
MIn. Ie' opread, full and buoI>J, cont.lner, .paclng a.
ohown on I" 'an.
MIn. 21' htJ'pread, full and buoh:i, container, .paclng
a. ohown on plan.
Mill. 21-24' .'It., filII and ~ cont.lner, sp.Clng ••
ohown on pl.n.
Min. 12' 'pead, full and buoI>J, container, .paclng a.
ohown on plan.
MIn. IS' lit, full and buoh:i, container, &pacing a. ohown
on plan.
MIn. IS' lit. full and buoh:i, container, spaCing a. ohown
on plan.
MIn. IS' 'pead, full and ~, cont.lner, .paclng a.
ohown on plan.
Min, Ie' ht. full and buol't:!, container, opaclng ao
ohown on plait
MIn. Ie' ht. full .nd buol't:!, container, spacing ••
.nown on plan.
MIn. 2 gal, ",In I~ real~ frondo, .p.Clng ao .noUWI
on plan.
Min. IS' hL, full and buoh:f COt'Miner, .paclng ao
.nown on I" lan,
W MI.cant.hJ& .In..,.l. 'ral<u Jlma'/Yal<u Jlma Maldengrao.
Fhormlum t...,.x '~'I New Zealand Flax
Mill, 2 or 3 gal. container, full, o""",Imen, 21" 1It~
Min. 2 or 3 g.1. container, full, opec1men, 21" lit.
Min, 2 or 3 g.1. container, full, "pec1men, 21" lit.
I gal. COt'Miner, 15" 010. "pacing, _ Lavandula anguotif~Ia I Englloh Lavender %@ ~~ Erica c. 1(Ing Georfje'A<lng George Heather ~;:v...... _ocalil. '~perlon'lDa~lIl~
SAJ &edum t. 'Aut.."" Joj'/Autumn Jo~ Sedum
15 I" •• Iberlcal&Iberlan Irl.
I gal. cont, full .nd b~, .paCIng a"""rox. le"-24"
average. Actual epecleo .nd locatlono to 10 ..
determined blj L.ndocape Architect plor to planting.
C5 Careq:>.I. a. '6ab~i5<rl' Of '5urr.~'ICoreq:>ol'
CM carex morrow" 'VarlOgata'Narlegated Japaneoe Sedge
GL Gaura IIndheimerllG.!ura -PIli< varlet9
CL Croco.mla 'Luclfer',,"uclfer Croco.mla
I4FF 14euch9ra 'AJrple p.lace'lF'Urple palace i-IeJcher.
EM Euphorbia nyalnlte!llEuprarbia
00 Gaillardi. grandlflCfal6lanket Flower
I4D ~ota 'Thomu ~g~' or .Imilar variegated varlet~
CIZJ ........ · ........ " .... -..... .......... ..........
Llthadora dlffuoa Wfth accent. drift. of
Feotuca o. 'Glauca' I 61ue F ... cue
SEASONAL COLOR
Arcto.taP'!iloo uva'ur.I I Klmlkinnlde.
Vinca minor I Perlwl1i<Je
LAU.N AREAS,
New Seeded LaUWI
Exl.tlng ¥rooeed
Min. I gal. container. full and buoI>J, Ie' 010.
with
Refer to opeclflcatlon& for .sed mix and ''''lulrl!l1l1ento.
Save and protect. !<epalr and reoeed all exl.tlng lawn a".,a.
ohown to rl!l1l1aln trat are d.maged during conotructlon. Refer
to opecWcationo for osed mix and rep.lr re'lulremento.
LANDSCAPE PLAN
WJr l!)~ --
Ul LL5 ~u:I ~ ~Ul ~ OW ~Ul
~::::> c: o gO g "e-::c :2
a. I ~
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Drawn
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SRE
-~-.-~-----~ -.-~-~-~~-~----
l5 l5 = I ••
iF
I@@ I@@
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~-
-
,.
~"",,-----6~ADLEAF Tfi<EE
r----In" DIA. 6LACK !'aI66EI'<
f40SE
~--12 GA. WII'<E
1III.lI'''''---(3) 2X2 HEM-FIR STAKES
INTO SU6GrI'<ADE
~--SPECIFIED MULC1-I
,---FINIS1-I GRADE
FULL 6URLAP OFF TOP 113
OF~OT6ALL
IMPOI'<T TOPSOIL (SEE
SPECS)
~-UNDISTUF<6ED NATIVE SOIL
OR COMPACTED PLANTING
6ACKFILL
~--6I'<EAK UP SIDES AND
6OTTOM OF PIT
fA\ ___ D~ec~i~d~uO~U~5~T~re~e~P~I~a~nt=in~g~ ____________ __
V NTS
~ ____ 2:X2 1-IEM-FII'< STAKE DRIVEN
TO I'<EFUSAL SECUI'<E TO Tfi<EE
WIT1-I (2 ) STRANDS NURSERY-
MAN'S TAPE POINT TOP OF
STAKE TOWAI'<D Pl'<EVAILlN'"
WIND
~ __ SPECIFIED MULC1-I
"--FINIS1-I GRADE
,---IM'POIi!T TOPSOIL (SEE
SPECS)
"""',.--_ PULL 6URLAP OFF TOP 1/3
OF ROOT6ALL
PLANT IN'" 6ACKFILL
UNDISTUI'<6ED NATIVE SOIL
OR COMPACTED PLANTING
6ACKFILL
6I'<EAK UP &IDE& AND
60TTOM OF PiT.
®~_c~on~i~re~ro~U=5~T~r~e~e~p~la=n~t~in~g ____________ ___
NTS
~ __ PLANT &1-1RU65 AT SAME
GRADE AS NUI'<5EI'<Y
" ~ __ FOLD 6ACK OR I'<EMOVE
ElURLAP
\,----FINIS1-I "'RADE
~-SPECIFIED MULC1-I
r---IMPORT TOPSOIL (SEE
sPECS)
0---PLANTING 6ACKFILL
r---646 OR =NTAINER AS
SPECIFIED ___ UNDI&TURElED NATIVE &oIL
~-+ OR COMPACTED PLANTING
6ACKFILL
fC\~_S=h~r~ub~p~la~n~tin~gL-__________________ __
~ NTS
! '. i
STANDARD FENCE
NOlOS:
1. POSTS TO BE 4" DIAMETER PRESSURE TREATED POLEs.
2. ALL HARDWARE TO BE GAlV»l1ZED STEEL
3. POSTS TO BE RIGID NTH NO MOVEMENT EVIDENT WHEN LATERIL
FORCE IS APPLIED.
4. O'NNER'S REPRESENTATIVE TO IIPPRO\IE STAKED
LOCATION fOR ARBOR PRiOR TO INSTAl.LATlON,.
.J.++-l----Ix6_Fonce ----III
'2" Dio. Cooc. FOOIina.../
® 6' ht. Wood Fence D~~~----------NTS
0' 10' 20' 40'
NORTH SCALE 1"= 20'-0"
60'
LANDSCAPE PLAN
c:::: o .....
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(J) a:
L 1.1
Sheet·
-. ,
'-
\
I I \
-----
I
\
ABBREVIATIONS
AF.F.
ADJ.
ADJUST.
AHU
ALT
ALUM.
B.O.
B.P.
BLDG.
CB
CJ
CL
CLG
CLR
CMU
CONC.
CONTI
COR
CORR
CPT
CT
DBL
DET
DIA
DIM
ON
DR
EA.
EIFS
EJ
ELEC
EQ
EXT.
F.F.
F.I.C.
FIN
FIN.GRD.
FLOUR.
F.O.
F.O.F.
F.O.I.C.
G.L.
GA
GALV.
GWB
HM
ABOVE FINISH FLOOR
ADJACENT
ADJUSTABLE
AIR HANDLER UNIT
ALTERNATE
ALUMINUM
BOTIOMOF
BUILDING PAPER
BUiLDING
CATCH BASIN
CONTROL JOINT
CENTERLINE
CEILING
CLEAR
CONCRETE MASORY UNIT
CONCRETE
CONTINUOUS
CORRUGATED
CORRIDOR
CARPET
CERAMIC TILE
DOUBLE
DETAIL
DIAMETER
DIMENSION
DOWN
DOOR
EACH
EXTERIOR INSULATION
FINISH SYSTEM
EXPANSION JOINT
ELECTRICAL
EQUAL
EXTERIOR
FINISH FLOOR
FURNISHED & INSTALLED
BY CONTRACTOR
FINISH
FINISHED GRADE
FLOURESCENT
FACE OF
FACE OF FINISH
FURNISHED BY OWNER,
INSTALLED BY CONTRACTOR
GLUE-LAM
GAUGE
GALVANIZED
GYPSUM WALL BOARD
HOLLOW METAL
~\~'"
• • oore
•
------
~
eSlgn
ssociates A f-----------S----------OIl-l----.,...--=---=---+-----=C----------4\ \ \\\~
\\ ~----
EXIST. EXIST. EXIST. \ ~ • L-~0~---~~~_-~--~---~·~~~~~~~~~~~~~~~----=--~----=---= ___ -=---=-__ -=--~-__ -=-~~~ __ ~=-~~~ __ ~=_~IIL-------~~~~---------------~~----r,==~~~E~~~.~-~ '. 15504 SE 18th Street
Bellevue, WA 98007
(425) 941 -1040
gmooredesign@aol.com
. ,/ ,TJJf---------[]I------=l-O -';> ---< D -~ r===
\"\\\\\\ J--:::--:;Q:~ ----.. ..>..... __ L-J:L-______ ~_~------~ ~------------.... \-~;:-------------~----~:F J;3 I •
:> \ '\-. // • ----~ ---- -------------- -- -- --------.... ~ // --------
-/' ;;7/ ~_ ~;:>/ /~~t/-/--I II I ~///~~/ __ ~----:?/ -r 1 ---il---II II I )11 , 'c::// /~_",,-~ / --------11 I . I ((r~;:;/\ ( '\ EksT. i i E~ST. \ \ ~MI~
tJ ~
" / -'. I I I I 0_-') G I I \ I I \\ \ .1 _ EXIST. _ L-______ L.-____ ----lIL:J. "'~ I I
\ \ F U T U REP H ~ E 19+----. -<~~---------iD--+==!lo;;;:-~-;7 <~ i D II
D iii
EXIST. ~
HORZ.
HVAC
f, ! .
,
\ \ \
\ NOi\P~RT OF THIS PE . IT I .----H--------------, r----J----r:--------'\ ~
EXIST. EXIST. : \ / I :
\ / I V I
I I \
HORIZONTAL
HEATING. VENTILATION
AND AIR CONDITIONING
INSULATION
L
34' ~l---i-Jt+--tt--++t--tt-rl--r+h--H-t---tt-+--tt---1
__ I I
-, I lP'-o
',.I D L t..=:...=:t---I IM~
-------------------------------------\
~,-~~-r+-H-~~~+'-r~-~+-~+4~ \
I \ I
I \ I I 1r------tI I I I I 11=====1 It I I I: I~ __ -I
'I 111i-----I
LOT LINE.-I---U"I
__ ~_ _ ____ 1_-__ __ ______ __ ___ ______ __ __ ______ __ __ I I "'-____ -I.
I I I
K
EXIST.
I
201-0':
9 ~ +-I I i=====~~~~====~1~5~0'-o~.======~_~~~~~4====~~~~·~~==~==~~~i======115~0~'-0~.======~~~======~~3~b,~-3~J~I~==~===9
~ ----------------------------1------------------------------------~-.---------------------------------------_. ------------------------: ~======j
I I
164'-0"
I
I
I
I I
/ I --------,,/ I
---I FIRE TRUCK RAD.---I /1 20' 140' \ y '3
I 'II!-----l
I
1lF.,===~
II ! n ,
1~----lI I
I _ -----I -------------------I
Q R I
TOP SL.OPE
~ w ~
'" z :::;
z ~
Ii
• ,
I
INSUL
INT.
INTERM.
LT
MANUF.
MAT'l
MAX
MDF
MECH
MIN
MTL
N.I.C.
O.C.
O.H.
INTERIOR
INTERMEDIATE
LIGHT
MANUFACTURER
MATERIAL ===== _____________ ----.1 ~ •
01
OPP
OPT.
PLAM.
PLUMB
PT
PWD
QT
R
RECT.
REQ'D.
RESID.
RO.
RO.w.
S.O.G.
S.S.
SF
SIM.
STRUCT'L
T.O.
TYP.
UNO
V.B.
VERT.
VIF
W.R
WI
WD
V.B.
VERT.
VIF
W.R
WI
WD
I ,.,~,
M~\MM'6ENSITY FIBERBOARD
MECHANICAL
MINIMUM
METAL
NOT IN CONTRACT
ON CENTER
OVERHEAD
OVER
OPPOSITE
OPTIONAL
PLASTIC LAMINATE
PLUMBING
PAINT
PLYWOOD
QUARRY TILE
RADIUS
RECTANGULAR
REQUIRED
RESIDENTIAL
ROUGH OPENING
RIGHT OF WAY
SLAB ON GRADE
STAINLESS STEEL
SQUARE FEETI FOOT
SIMILAR
STRUCTURAL
TOP OF
TYPICAL
UNLESS NOTED OTHERWISE
VAPOR BARRIER
VERTICAL
VERIFY IN FIELD
WATER-RESISTANT
WITH
WOOD
VAPOR BARRIER
VERTICAL
VERIFY IN FIELD
WATER-RESISTANT
WITH
WOOD
L
VICINITY PLAN
;
" .
, NE 3n:l St.
SITE
2829 NE 3rd STREET
LEGAL DESCRIPTION
lOT 4 OF THE CITY OF RENTON SHORT PLAT No.
LUA-02-o65-SHPL, ACCORDING TO SHORT PLAT
RECORDED IJIIDER RECORDING No.
20021217900{()4, IN KING COUNTY, WASHINGTON.
PROJECT TEAM
OWner:
Gilroy Family. LLC
9633 NE 30th Place
Bellevue, WA 98004
Contact: Dick Gilroy
Contractor:
NORTHWARD COSTRUCTION
1560 1401h Ave. N.E .• Suite 100
Bellevue, WA 98005
Contact: Dick Gilroy
Ph (435) 747-1726 Ext 104
Project Consultant:
Moore Design Associates
15504 SE 181h Street
Bellevue, WA 98007
Contact: Greg Moore
Ph I Fax (425) 746-6103
Cell (425) 941-1040
Metal Building Vender:
.TBD
Contact:
Ph
Fax
Metal Building Erection:
TBD
Ph
Fax
Licence:
Unit Partions/ Roll Up Doors:
TBD
Ph
Fax
Security:
TBD
Ph
Contact:
Civil Engineer:
Core Design, Inc. Electrlcel:
14711 NE 29th Place Suile 101 TBD
Bellevue, WA 98007
Contact: Rob Stevens, P.E.
Ph: 425-885-7877
Fax: 425-885-7963
.. ---....
BUILDING "R" PLAN
lhr.WALL---------(J) SCALE= 1:30
GENERAL NOTES
1. ALL WORK SHALL CONFORM TO 2000 I.B.C., WASHINGTON STATE
CODES, AND ALL JURISDICTIONS RULES AND REGULATIONS.
2. VERIFY ALL DIMENSIONS, DATUMS AND LEVELS PRIOR TO
CONSTRUCTION. ALL DIMENSIONS ARE TO FACE OF STUD OR
FACE OF CONCRETE UNLESS OTHERWiSE NOTED.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED
SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES,
SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM THE
WORK.
4. DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK SHOWN.
EXCEPT WiTH WRITIEN INSTRUCTIONS FROM THE OWNER.
5. REPORT ERRORS AND OMISSIONS TO THE OWNER IMMEDIATELY.
6. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE
OWNER AND MAY BE REPRODUCED ONLY WITH THE WRITIEN
PERMISSION OF THE OWNER. AUTHORIZED REPRODUCTIONS
MUST BEAR THE NAME OF THE OWNER.
7. FIRE EXTINGUISHERS WI NON-CORROSIVE CABNETS SHALL BE
MOUNTED ON EXTERIOR OF BUILDINGS AS REQUIRED BY CODE.
PROJECT DESCRIPTION
THIS IS THE SECOND PHASE EXPANSION TO AN EXISTING
SELF STORAGE FACILITY. THI: PROJECT CONSISTS OF 36.355 SQFT.
OF SINGLE STORY NON-CLlW.TE CONTROLLED METAL FRAMED
STORAGE BUILDINGS. TYPE II N CONSTRUCTION.
DRAWING INDEX
SHEET NUYBER:
A-1 SITE PLAN / UNIT YIX
A-2 PLANS / ELEVS. BUILDING "L" & TYP. SECTIONS
A-3 PLANS / ELEVS. BUilDING "Y"
A-4 PLANS / ELEVS. BUILDING "N"
A-5 PLANS / ELEVS. BUILDING .p.
A-6 SEE ATIACHED SHEE1S
A-7 PLANS / ELEVS. BUILDING "R"
A-7.S PLANS / ELEVS. BUILDING "R"
A-8 PLANS / ELEVS. BUILDING "S"
A-9 BUILDING DETAILS
..-
EXSIT BLDG'N AREAS
BLDG. AREA TYPE OF
CONSTR
0 7,700 SQFT. TYPE II N
® 5,750 SQFT. TYPE II N
® 5,400SQFT. TYPE II N
® 4,OOOSQFT. TYPE II N
@ 16,479 SQFT. TYPE II N
® 9.800 SOFT. TYPE II N
® 4.680 SOFT. TYPE II N
@ 5.850SQFT. TYPE II N
0) 6,000SQFT. TYPE II N
® 4,834SQFT. TYPE II N
TOTAL 70,493 SQFT.
NEW BLDG'N AREAS
@ 6.705SQFT. TYPE II B
@ 6.750SQFT. TYPE II B
® 6,375SQFT. TYPE II B
0 6.750SQFT. TYPE II B
@ 3,400SQFT. TYPE II B
® 3,280SQFT. TYPE II B
® 4.600 SOFT. TYPE II B
TOTAL 37.860 SQFT.
-
OCCUPANCY
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
SI
S1
SI
SI
Sl
Sl
Sl
•
I
I I
SPRINKLER
SYSTEM
NO
NO
NO
NO
YES
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
I 1-1
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Mark Date
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08/16/04
----------1
Date 07/20/04
Checked by
File name
Xref's
Sheet
DEVEl, MENT PLANNIA-1 ell OF RENTON
S P-12004
R CE!VEO