HomeMy WebLinkAboutSWP271862COI""TRUCTION FIELD SERVICE
FINAL.OLCUPANCY INSPECTION RE RT
DATE: JULY 29, 1991
TO: UTILITY SYSTEMS -_
[ J STORM - RANDALL PARSONS
[ ] SEWER - DAVE CHRISTENSEN
[ ] WATER - ABDOUL GAFOUR
[ ] PLAN REVIEW - GREGG ZIMMERMAN
[ ] CONSTRUCTION SVCS - STEVE PINKHAM/RICK KOKKO.,,
[ ] TRANSPORTATION SVCS - CLINT MORGAN
[ ] LANDSCAPE/ZONING - BOB ARTHUR
[ ] BUILDING FINAL - RANDY MARTIN
[ ] FIRE PREVENTION
FROM: CONSTRUCTION FIELD SERVICES- RANDY MARTIN X6171
SUBJECT: ANMARCO DEV (STRATA DE VALLE)
2300, 2400, 2550 E VALLEY RD
PERMIT NO.: B-15654-56 (WO#87101)
TYPE BUSINESS: OFFICE BUILDINGS
The subject project is nearing completion. Please investigate your area of
responsibility and indicate below either your acceptance or non -acceptance.
Please return this form by MONDAY, AUGUST 5, 1991 in order that a permanent
Certificate of Occupancy may be issued. If no comments are received by the
above date, the permanent certificate will be issued.
TO: CONSTRUCTION FIELD SERVICES DATE / /_7//,)/
FROM:
This project is approved by this department subject to the following
corrections: (Note: see copy of 90 day requirements attached)
NON -LIFE SAFETY ITEMS LIFE SAFETY ITEMS
DO YOU HAVE ANY OBJECTION TO ISSUANCE OF A PERMANENT CERTIFICATE OF
OCCUPANCY? (IF YOU HAVE LISTED ANY LIFE SAFETY ITEMS, MARK "YES".)
[ ] YES [� ] NO
Authoriz d Si nature
93: f Wocc
I
DRAINAGE EASEMENT
THIS INSTRUMENT, made this day of
by and between and
1991
Strarla r1a /al1e Partnerchipy_ lylc"lgh,in�fnn gonaral
and
er na ter ca a rancor s an the , a un c pal
Corporation of King County, Washington, hereinafter called "Grantee."
WITNESSETH:
That said Grantor(s), for and in consideration of the sum of $ -0-
paid by Grantee, and other valuable consideration, do by these
presents, grant, bargain, sell, convey, and warrant unto the said -crantee, its
successors and assigns, an easement for drainage purposes over, through,
across and upon the following described property in King County, Washington,
more particularly described as follows:
THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON, DESCRIBED AS
FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER; THENCE SOUTH
01°52'25" WEST ALONG THE WEST LINE THEREOF A DISTANCE OF 100.05 FEET; THENCE
SOUTH 89°55'56" EAST 30.02 FEET TO THE EAST MARGIN OF EAST VALLEY ROAD AND THE
TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89°55'56" EAST 78.94 FEET TO
THE WEST MARGIN OF S.R. 167; THENCE SOUTH 09*26141" EAST ALONG SAID WEST
MARGIN 58.36 FEET; THENCE NORTH 89°55'56" WEST 90.40 FEET TO SAID EAST MARGIN
OF EAST VALLEY ROAD; THENCE NORTH 01°52'25" EAST ALONG SAID EAST MARGIN 57.59
FEET TO THE TRUE POINT OF BEGINNING.
Said heretofore mentioned grantee, its successors or assigns, shall have
the right, without prior notice or proceeding at law, at such times as may be
necessary to enter upon said above described property for the purpose of
constructing, maintaining, repairing, altering said drainage easement, or
making any connections therewith, without incurring any legal obligations or
liability therefore, provided, that such construction, maintaining, repairing,
altering or reconstruction of said drainage easement shall be accomplished in
such a manner that the private improvements existing in the rights) -of -way
shall not be disturbed or damaged, they will be replaced in as good a
condition as they were immediately before the property was entered upon by the
Grantee.
The Grantor shall fully use and enjoy the aforedescribed premises,
including the right to retain the right to use the surface of said right-of-
way if such use does not interfere with installation and maintenance of the
drainage easement. However, the Grantor shall not erect buildings or
structures over, under or across the right-of-way during the existence of such
drainage easement.
This easement, shall be a covenant running with the land and shall be
binding on the Grantor, his successor, heirs 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.
and
and
Gary M. erlino Partner and
STATE OF WASHINGTON)
) ss
COUNTY OF KING )
On this day personally appeared before me % �,
U and
to me known CO De trie Andividuals cescriTed in
and who executed the within and foregoing instrument, and acknowledged that
they signed the same as their free and voluntary act and deed, for the uses
and purposes therein mentioned.
1990
%
Given under my hand and o `figM4,,j �a this day of � V A_�2
•'nee: •a_�l
J►�'?'o�ss�nw�
PUBLIC in and for t e t e of
iligton, residing at
L�o Iloeo/ f F• b35T 3D' 4c'' /�
C
—1
19
3 2g —
(o s 30 .
0
la
S 89'55'56' E - 1 30.02
NI
C N
D' N
r
N
N
D
Y
PIZ
s
N 89'55'56* W 2659.44'
5T➢. G5+9 4'-' j(a�RT
./ 78.94'
5 Ka.Tct+ �Fo IZ
-6F oj W p 2:bD s
e,�.t , W.M.
Wl9F(�
BUSH ROED & HITCHINGS, INC.
CIVIL ENGINEERS 8 LAND SURVEYORS
SEATME, WASHINGTON
323-4144
-=�7-91-3�
t
DRAINAGE EASEMENT
1991
THIS INSTRUMENT, made this day of Ju n P MO;
by and between
and
4trAda lea Va11P Partnershipr---ff§ A wAchin7tnn LJenaral ;
and ;
er P P na ter ca led "Grantor(s)an the CITY OF RENTON, a Municrpal
Corporation of King County, Washington, hereinafter called "Grantee."
WITNESSETH:
That said Grantor(s), for and in consideration of the sum of $ —0 —
paid by Grantee, and other valuable consideration, do by these
presents, grant, bargain, sell, convey, and warrant unto the said rantee, its
successors and assigns, an easement for drainage purposes over, through,
across and upon the following described property in King County, Washington,
more particularly described as follows:
THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON, DESCRIBED AS
FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER; THENCE SOUTH
01052'25" WEST ALONG THE WEST LINE THEREOF A DISTANCE OF 100.05 FEET; THENCE
SOUTH 89055'56" EAST 30.02 FEET TO THE EAST MARGIN OF EAST VALLEY ROAD AND THE
TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89°55'56" EAST 78.94 FEET TO
THE WEST MARGIN OF S.R. 167; THENCE SOUTH 09°26'41" EAST ALONG SAID WEST
MARGIN 58.36 FEET; THENCE NORTH 89055'56" WEST 90.40 FEET TO SAID EAST MARGIN
OF EAST VALLEY ROAD; THENCE NORTH 01052'25" EAST ALONG SAID EAST MARGIN 57.59
FEET TO THE TRUE POINT OF BEGINNING.
Said heretofore mentioned grantee, its successors or assigns, shall have
the right, without prior notice or proceeding at law, at such times as may be
necessary to enter upon said above described property for the purpose of
constructing, maintaining, repairing, altering said drainage easement, or
making any connections therewith, without .incurring any legal obligations or
liability therefore, provided, that such construction, maintaining, repairing,
altering or reconstruction of said drainage easement shall be accomplished in
such a manner that the private improvements existing in the rights) —of —way
shall not be disturbed or damaged, they will be replaced in as good a
condition as they were immediately before the property was entered upon by the
Grantee.
The Grantor shall fully use and enjoy the aforedescribed premises,
including the right to retain the right to use the surface of said right—of—
way if such use does not interfere with installation and maintenance of the
drainage easement. However, the Grantor shall not erect buildings or
structures over, under or across the right—of—way during the existence of such
drainage easement.
This easement, shall be a covenant running with the land and shall be
binding on the Grantor, his successor, heirs 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.
and
and
Gar v M. erlino Partner and
STATE OF WASHINGTON)
ss
COUNTY OF KING )
On this day personally appeared before me C/�.1� t �C� and
to me known to Se the n v ua s described in
and who executed the w t n and foregoing instrument, and acknowledged that
they signed the same as their free and voluntary act and deed, for the uses
and purposes therein mentioned.
Given under my hand and offij
Mj,,4eal this day of, J V A-JL9-- ,
19 9 0 . t •�•••`OLJNJJya,� �i�i
O •. •.•' 4881 •••rL.
,
O
Nal PUBLIC in and for t e t e of
• '� 'ryV GJ.3ftjjhgton, residing at
PA
19
,A+9330
2�
-�
Ic
5 89*55*56' E 30.02
rl
NI
C s
N
N
N_
0 I
D rl
Y
D PIZ
J
N 89'55'56' W 2659.44'
I
78.94'
LA
cn CP
y
6
_ 6' , ' . .
N 89'S5'S6' W 90.4_0' —
0
Ln
y
IC�iC if �V 12-�
�2.1� I f..Il�.Cytz
Ki\k) KI t ' /4
-6a, o � w � 2 3D•l
e S W.
W 19111
BUSH ROED & HITCHINGS, INC.
CIVIL ENGINEERS & LAND SURVEYORS
SEATTLE, WASHINGTON
323-4144
n
l" =50'
e
STORM DRAINAGE CALCULATIONS
FOR
STRADA DA VALLE
AT THE EAST SIDE OF
EAST VALLEY ROAD BETWEEN
27TH STREET & 23RD STREET
BY
BUSH, ROED & HITCHINGS, INC.
2009 MINOR AVENUE EAST
SEATTLE, WASHINGTON 98102
(206) 323-4144
MARCH 17, 1989
Reviseck
•• j�D S: �q •.
• Q,f•, of was .� �
.O� •C�1ER`.•f
•°•;���NAI
"0V 2 9
1989 �
BU�y DlIV
S D!V!S/O!y
TABLE 2-3.3
Ground Cover Coefficients
Tvoe of Cover
Forest with heavy ground cover
Minimum tillage cultivation
Short pasture grass or lawn
Nearly bare ground
Crassed waterway or small roadside dItch
Paved area
Gutter flow 0.23 feet deep
0.30 feet deep
0.73 feet deep
Storm Sewers (Concrete) 12 inch diameter
18 inch diameter
24 inch diameter
Open Channel Flow (n a 0.040)
2-3.4 Rainfall intensity
A. Rainfall Intensity Charts
K (ground cover coefficient)
130
230
420
600
900
1,200
1,300
2,400
3,100
Concrete
(n a 0.012)
3,000
3,900
4,700
C.MP
(n a 0.024)
1,300
1,950
2,330
Narrow Medium Wide
WW/D = 2 W/D - 9
1 foot deep 1,100 1,300 2,000
2 feet deep 1,300 2,300 3,100
4 feet deep 2,300 3,700 3,000
When the time of concentration and storm frequency are known; the rainfall intensity is obtained from the rainfall
Intensity charts at the end of this chapter (Appendix 2-0. Each chart shows the intensity of the rainfall for 100-,
50-, 23-, 10-, and 3-year storm frequencies for a duration of S to 100 minutes. It is the practice of the WSOOT
Headquarters Hydraulics Section to use a minimum time of concentration of fIve minutes. It should be noted that the
rainfall intensity at any given time is the average from zero minutes to the time considered and is not the
Instantaneous rainfall.
B. Rainfall Intensity Equation
In addition to the rainfall intensity charts, the designer also has the option of determining rainfall data by use of a
mathematical equation. This equation has the form:
where: m and n a dimensionless coefficients
T a the rainfall duration (minutes)
I a the average rainfall intensity (inches per hour)
MRI a mean recurrence interval
g "":r', •r; '.
^�?L
_n,; ':
"v-�1
f.` 5,+�
(:,}''�r.:.:�1
.f �'
..
�u.:��
r`i:+.
�-b.._�
+ C�',f
:9'.:�'. '•.7
�fa:,.t',t'
Cy.�
IGii:.'4%1
_
t ifs++..':z.;:9
E'r`�,.^'^':
«...._
.f ........._ �_._.._
�.�-1%,t+] K
.�.: X;'f',�;`A
►`:?:�
Table 2-3.45 Index to Rainfall Coefficients
i Ake
MRi
5 year MRI
10 year MRI
25 year MRI
50 ear MRI
100 year MRI
Chart
n
m
n
m
n
m
n
Location
Number
m
n
m
n
0.488
m
7.06
0.497
8.17
0.497
9.02
0.487
9.86
0.487
Aberdeen bclioqufam
1
5.10
0.488
6.22
7.90
0.562
Bellingham
16
4.29 .
0.549
5.59
0.555
6.59
0.559
0.494
7.47
7.47
0.496
0.496
8.88
8.26
0.498
0.498
Bremerton
6
3.79
0.490
4.84
0.497
5.63
0.490
6.68
0.530
7.92
0.533
9.96
0.537
Centralia & Chehalis IS
3.63
0.506
4.85
0.519
5.76
0.524
7.00
11.45
0.639
12.91
0.639
Clarkston be Colfax
29
5.02
0.628
6.94
0.633
8.24
0.635
10.07
0.639
0.626
10.65
0.633
12.26
0.642
Colville
30
3.48
0.559
5.44
0.593
6.98
0.610
9.07
0.664
11.96
0.672
10.18
679
0.586
Ellensburg
24
2.89
0.590
5.18
0.631
7.00
0.649
9.43
8.96
0.�85
18.19
0.416
Everett
18
3.69
0.556
5.20
0.570
6.31
0.375
7.83
0.582
7.47
0.413
0.484
4
4.19
0.410
5.12
0.412
5.84
0.413
6.76
0.414
Forks
Cr. (SR 304)
3.96
0.449
5.21
0.462
6.16
0.469
7.44
0.476
8.41 •
0.480
9.33
9.)8
0.484
Hoflstadt
4.47
0.428
5.44
0.428
6.17
0.427
7.15
0.428
7.88
0.428
8.62
0.429
Hoodsport
0.507
5.50
0.515
6.45
0.519
7.74
0.524
8.70
0.526
9.67
0.529
Kelso & Longview
17
4.25
0.542
5.62
0.575
7.94
0.594
9.75
0.606
11.02
0.611
Leavenworth
30
3.04
0.530
4.12
0.655
9.59
0.671
11.61
0.681
13.63
0.698
�D
Moses Lake
sesL k
26
2.61
0.58)
S.OS
0.634
- 6.99
0.561
8.60
0.564
9.63
0.567
Mt.
16
3.61
0.583
5.25
0.552
6.26
0.557
7.59
8.OS
0.440
8.91
0.436
4.57
0.432
5.67
0.441
6.14
0.432
7.47
0.443
Naselle
3.82
0.466
4.86
0.472.
5.62
0.474
6.63
0.477
•7.40
0.472
8.17
0. 80
Olympia
7
0.583
5.06
0.618
6.63
0.633
8.74
0.647
10.35
0.654
11.97
0.660
Omak
29
3.04
Pasco, Richland
0.590
5.18
0.631
7.00
0.649
9.43
0.664
I1.30
0.672
13.18
0.678
do Kennewick
24
2.89
5.42
0.531
6.23
0.331
7.37
0.532
8.19
O.S32
9.03
0.522
Port Angeles
8
4.31
0.530
0.513
5.85
0.516
7.00
0.519
7.86
0.521
8.74
O.S23
Poulsbo
3.83
0.506
4.98
0.423
5.97
0.423
6.79
0.423
7.49
0.423
8.18
0.424
Queets
4.26
0.422
��'
5.19
4.83
0.531
5.62
0.530
6.89
0.539
7.83
0.543
8.75
0.545
Seattle
10„�13:36,
°-94n•;;ifM' ..: ,.
.S13 -,,
5.01
0.569
6.16
0.57 7
7.69
0.583
8.88
0.590
I0.04
0.593
Sequlm
11
3.50
0.551
4.81
0.435
6.56
0.459
7.72
0.459
8.78
0.461
12.21
476
0.643
Snoqualmie Pass
3.61
0.417
6.98
0.669
9.09
0.626
10.68
0.635
1.33
0.43
Spokane
34
3.47
0.556
5.43
0.591
8.19
0.500
8.53
0.484
10.61
0.499
12.45
0.513
Stevens Pass
31
4.73
0.462
6.09
0.470
0.533
6.93
0.539
7.86
0.542
8.79
0.545
Tacoma
12
3.57
0.516
4.78
0.527
5.70
0.506
6.06
0.515
6.95
0.520
7.82
0.525
Vancouver
14
2.92
0.477
4.05
0.496
4.92
0.627
9.67
0.645
11.45
0.653
13.28
0.660
Walla Walla
35
3.33
0.569
5.54
0.609
7.30.,
0.579
7.94
0.592
9.32
0.600
10.68
0.605
Wenatchee
29
3.15
0.535
4.88
0.566
6.19
9.40
0.654
10.93
0.659
12.47
0.663
Yakima
36
3.86
0.608
5.86
0.633
7.37
0.644
x
STOP-M DIZ,&14A(oE GAL-L,.
2EtilT6tI GAMPUS
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P,ET4Jeefj 27T" -vj5 r�
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(v"4) 0. (ZAP-4) (.2o4t)
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_ VOLUME: PROVIOSO
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TOP WICITla = I-V
L.Eti1GTH= 192'
All
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Eyc . A c�. �: A 5, O 0 �O to A e-- d�L 2 44, 225- , 2 l s i
SoiV T`f��c L cnosc rto tMGp Of,= Via- G2A�CLc-Y i
Si LTA sA �D Pc 5oi L-- Z�Pop--r
PQO�/IC�G 0`( 'fC�2A ASS, I►�G, ���{ i�tl
Ex Go�D�Tip�
IQ 24o' A\A �oP c
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1Ac, x !ZAP o b
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Sc t�� r✓I Cti�
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N v ril (� (� �. A P �- ''L
(
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1 /
o �+ j l x S . (.� o to A, L) 2 Y R = (o'12 , oo
c/Yz
I]yoc_y MA-= -P, R. OV I De ►J
4- Q � x Z
A
t 2
� iL � �cT�.�J► CoL, q � St-1 fai C� PorJS�
S X v = 4c� o
I Sep
Ec.E,
EL e
'T(04 -1- —1S1.0,.-,
.to�-G-1) = 1 (o G p
,---45
AU 35
35
30
25
3530
25
4
45J 20
40 35
-YEAR - 24-HR. PRECIPITATION
'RECIPITATION IN TENTHS OF AN
NCH ANNUAL
6
EVERETT
15
1 20
,�- )
2
30
IN 35
SEATTLE
35
4
c
35
3 0_ 25
3 n 4 5 4 cl—
SO
4.1 35 20 1
0 4 45
43
1 ZGO 11 35
/�� 20
I`�5`���'7O
3
25
TACOMA
45
30 40
35
35
• 30
30 35 so 55 5 0 G35
4
45 45 45 3
35 50 -50 0
43 45 �35 40 25
Uso 30
50
30
....... .......... 4
..... .... .
30-
15 f `�
N Nk 35-- C40 . . c A - 20
. , 5 . A 0 k
10
20 15
15
TEMPORARY SEDIMENT PONDS - 140MOGIZAPII 2 (SEDIMENT VOLUME FOR
DETENTION STORAGE)
• ■■:
:::
::.■..
so 0 NMI ININE
in ONE a MIS a
0 Sol
.. . ■■ .. �......:.��
all ;�; so on :;■.;.
.,1
• ■ti . ■ .■■ ■Mason
;..:... �;.=C. .
no
No MENNEN
■�►�■■oil
• ■a i ■ as
Sa ���:
■■ , • C . �:.: : 1
�■_■ ::■.:■■ ;
■ , ���: C ■ C ■■■
1 ►.Z.Q..i.�. .....�.
loins
MEN NINO,
■.�■MEMO
Mass KNEW a
. • �::CaC
::onmonism migill
�►��■ E
..:
TEMPORARY S DIMENT PONDS - NOMOGRAPH 1
TYPE lA STORM AREA
I L�
i
D
(RUNOFF VOLUME)
S
�
.
90 - - 90
-85
-80
-
-
-
,-
75
x
i
$5- -5$
•-;"
�-=,--1+-----_l__i-
__L.._.
D B.
A .5 1.0 !I•$ 2.0 Z$ 3.0
I
HYDROLOGIC SOILS GROUP RUN FF - INCHES
C.
w _� `
1500 . .
H 2o:x-
* BASED UPON A TIME OF r
CONCENTRATION OF .25 HR.
a 35�
� DOG -I ; ' -.. i �:• _. y ` N�:. � 9 �. '
4500-i..
H
Sono-k---;-•--�---� I ..-�-_.�--•-,.
43.
MERL I NO
INIT Tc =
5.00
min
INIT MAC =
0.00
STORM WATER HYDROLOGY
Runoff by Rational
Method
OVERLAND FLOW:
STEEL EQUATION COEFFICIENTS:
TYPE LENGTH
%SLOPE VEL
TIME
K = 31.01
6 145.00
1.10 2.10
1.15
b = 9.1
RUNOFF:
WATERCOURSE TYPES:
1 FOREST w/ HEAVI
GROUND
LITTER
2 MINIMUM TILLAGE
CULTIVATION
----------
3 SHORT GRASS PASTURE
&
LAWNS
POINT C D 1 T� �
C62
4 NEARLY BARE GROUND
5 GRASSED WATERW6Y
Tc =
6.15
min
6 PAVED AREA
AREA =
0.36
acres
7 OTHER
0 =
0.90
MAC
= 0.32
I =
2.03
inr'hr
Q DESIGN
= 0.66
cis
V DESIGN =
2.86
ft/sec
MERLINO
PIPE:
INIT Tc =
S. 13
rain
INVERT IN
= 13.90
it
INIT MAC =
0.56
INVERT OUT =
12.89
it
LENGTH
= 203.00
it
OVERLAND FLOW:
n =
0.012
DIAM =
12.00
in
SLOPE =
0.50
RUNOFF:
0 FULL =
2.73
cis
V FULL =
3.48
fi/sec
FLOW TIME
= 1.15
min
----------
POINT SDMH1 TO SHALE
----------
Tc =
8.13
min
POINT CB2 TO
SDMh1
AREA =
0.00
acres
C _
0.90
Tc =
7.34
min
MAC _
0.86
AREA
= 0.25
acre_.
I =
1.80
in/hr
C =
0.90
Q DESIGN =
1.55
cis
MAC
= 0.53
V DESIGN =
3.58
it/sec
I =
1.89
in/ hr-
Q DESIGN
= 1.09
cts
PIPE:
ti: DESIGN =
3.28
it/sec
INVERT IN =
12.10
it
INVERT OUT =
11.98
it
PIPE:
LENGTH =
25.00
it
INVERT IN
= 12.89
f t
n =
0.012
INVERT OUT
= 12.11
it
DIAM =
12.00
in
LENGTH
= 155.00
it
SLOPE =
0.50
%
n =
0.012
Q FRILL =
2.73
cis
O I AM
= 12.00
in
V FULL =
3.48
f t /sec
SLOPE
= 0.50
::
FLOW TIME _
0.12
min
0 FULL
= 2.73
cis
V FULL
= 3.45
ft/sec
FLOW TIME
= 0.79
min
I�
**$* STORM WATER HYDROLOGY 2$*
Runoff bx Rational Method
STEEL EQUATION COEFFICIENTS:
K = 31.01
b = 9.1
WATERCOURSE TYPES:
I FOREST mZ HEAVY GROUND LITTER
2 MINIMUM TILLAGE CULTIVATION
3 SHORT GRASS PASTURE & LAWNS
4 NEARLY BARE GROUND
5 GRASSED WATERWAY
6 PAVED AREA
Z OTHER
MERLINO
INIT Tc = 5.00 min
INiT 2RC = 0.08
OVERLAND FLOW:
TYRE LENGTH
%SLOPE VEL TIME
G 138.00
0.65 1.61
1.34
RUNOFF:
: POINT CB3 TO
SDMh1
Tc
= 6.34
min
AREA
= 8.31
acres
C
= 0.§8
ZAC
= 8.28
I
= 2.01
in/hr
@ DESIGN
= 0.56
cis
V DESIGN
= 2.23
It/sec
FIFE:
INVERT IN
= 14.80
it
INVERT OUT
= 13.38
it
LENGTH
= 125.88
it
n
= 8.812
DIRM
= 12.80
in
SLOPE
= 0.50
2
@ FULL
= 2.73
cis
V FULL
= 3.48
«t/sec
FLOW TIME
= e./G
min
**** STORM WATER HYDROLOGY ****
Runotf by Rational Method
STEEL EQUATION COEFFICIENTS:
K 31.01
b = 9.1
WATERCOURSE TYPES:
1 FOREST w/ HEAVY GROUND LITTER
2 MINIMUM TILLAGE CULTIVATION
3 SHORT GRASS PASTURE & LAWNS
4 NEARLY BARE GROUND
5 GRASSED WATERWAY
6 PAVED AREA
7 OTHER
MERLINO
INIT Tc 5.00 min
INiT !AC = 0.00 �
OVERLAND FLOW:
TYPE LENGTH %:LOPE UEL TIME
3 210.00 0.20 0.32 11.07
RUNOFF:
POINT SWALE TO SDMH2
Tc =
16.07
min
AREA =
0.20
acres
C =
0.45
AC =
0.09
1 =
1.23
in/hr
Q DESIGN =
0.11
r_ f s
V DESIGN =
3.62
fi/sec
PIPE:
INVERT IN =
11.55
it
IN:!ERT OUT =
11 . 10
it
LENGTH =
10.00
it
n =
0.012
DIAM =
12.00
in
SLOPE =
4.50
Q FULL =
8.18
cis
V FULL =
10.43
ft/sec
FLOW TIME =
0.05
min
POINT :D 1H2
TO SDMH3
Tc
= 16.11
min
$ AREA
= 0.00
acres
C
= 0.90
AC
_ 0.09
I
= 1.21
i n/h r
Q DESIGN
= 0.11
cis
V DESIGN
= 0.74
ft/sec
PIPE:
INti;ERT IN
= 11 . 10
it
INVERT OUT
= 10.34
it
LENGTH
= 255.00
it
n
= 0.024
DIAM
= 36.00
in
SLOPE
= 0.30
.
Q FULL
= 19.78
cis
V FULL
= 2.80
ft/sec
FLOW TIME
= 5.77
min
POINT SDMH3 TO SGMH4
Tc
= 21.88
min
AREA
= 1.64
acres
C
= 0.90
ZAG
= 1.57
I
= 1.00
in/hr
Q DESIGN
= 1.57
cis
V DESIGN
= 1.66
ft/sec
PIPE:
INVERT IN
= 10.34
it
INVERT OUT
= 9.77
it
LENGTH
= 190.00
it
n
= 0.024
DIAM
= 36.00
in
SLOPE
= 0.30
Q FULL
= 19.78
cis
V FULL
= 2.80
ft/sec
FLOW TIME
= 1.90
min
POINT SDMH4
TO SDMHS
Tc
= 23.78
min
AREA
= 0.00
acres
C
_ 0.90
EAC
1.57
I
= 0.94
in/hr
O DESIGN
= 1.48
cis
V DESIGN
= 1.63
ft/sec
FIFE:
INVERT IN
= 9.77
it
INVERT OUT
= 9.20
it
LENGTH
= 190.00
it
n
= 0.024
DIAM
= 36.00
in
SLOPE
= 0.30
Q FULL
= 19.78
c i s
V FULL
= 2.80
ft/sec
FLOW TIME
= 1.94
min
**** STORM WATER HYDROLOGY ****
Runoff by Rational Method Runoff
STORM WATER HYDROLOGY*�:*�:
P.unof f by Rational Method
STEEL EQUATION COEFFICIENTS
K = 31 4� 1
STEEL EQUATION COEFFICIENTS:
b = _�.1
k
= 31.01
b
= 9.1
WATERCOURSE TYPES
1 FOREST �x�/ HER11`r GROUND LITTER
WATERCOUR�:E TYPES:
MINIMUM TILLAGE CULTIVATION
1
FOREST w/ HEAV'-i GROUND LITTER
3 SHORT GRASS PASTURE & LAWNS
�
MINIMUM TILLAGE CULTIVATION
4 NEARLY BARE GROUND
3
SHORT GRASS PASTURE & LAWNS
GRASSED WATERWAY
5 GSS
4
NEARLY BARE GROUND
6 RAAREA
6
5
GRASSED WATERWAY
OTHER
6
PAVED AREA
7
OTHER
MERLINO
h1ERL I NO
INIT Tc = 5.00 rain
INIT iAC = 0.00 INIT Tc = 5.00 min
INIT SAC = 2.95
OVERLAND FLOW:
OVERLAND FLOW:
RUNOFF:
RUNOFF:
----------
POINT SGMH6
TO SGMHS
----------
POINT SGMH5
TO CGNMH
Tc
FIRER
= 5.00
= 1.57
min
acres
Tc
= 5.00
min
G
= 6 949
AREA
= 0.00
acres
2AC
= 1.41
C
= 0.90
I
= 2.20
in/hr
EAC
= 2.98
Q DESIGN
= 3.11
cis
I
= 2.20
in/hr
V DESIGN
= 1.97
f t /sec
Q DESIGN
= 6.56
cis
V DESIGN
= 5.08
it/sec
PIPE:
INVERT IN
= 4.60
it
PIPE:
INVERT OUT
= 9 . 24t
it
INVERT ? N
= 9.20
# t
LENGTH
= 135.00
it
INVERT OUT
= 9.11
it
n
= U 02-'4
LENGTH
= 18.00
it
01 Fill
.
= 48.00
in
n
= 0.012
SLOPE
= 0.30
,,
DIAM
= 18.00
in
Q FULL
= 42.
ci SLOPE
_ 0.50
VFULL=
3. 3 9
f t i sec
Q FULL
= S. d4
c f s
FLOW TIME
= 1.14
min
V FULL
= 4.56
ft/sec
FLOW TIME
_ 0.06
min
T S ORM WATER UTILITY REVIEWS )a
No. 5() - 8y
Project Name: ANAMRRCO! sT)2hPA 94 VRl_LE
Building Permit Number: 6- 1 565 Y
Date to Utility Billing:
Business or Use:
Owner/Billing Address:
Gary ►til erhoio C6✓► fru cfi nrl Co .
3630 rgunflee G-Psf s:w .
Account. Nos, Tax Lot Nos, Square Footage Assessment
.3 023 05-7103 24 Lii 197
Site Address: Z 3,50 E • Va f'ey Rvaof
Site Address:
Site Address:
Site Address:
Site Address:
STORM WATER UTILITY
PLAN REVIEW INFORMATION
PLAN
NUMBER
DESCRIPTION ADDRESS
DATE IN
DATE OUT
REVIEW
NUMBER
IMPERVIOUS AREA
(IN AC.)
TOTAL AREA
(ACRES)
DATE APPROVED
�'
0�1 G INX�L �L1a11/5 C,�} LC.S
. /
4-2(a^51
5-io-gig
i
✓l51 WV
lam-= Z1 87
IZ, g to le-44L-6�
3-5 MObI) at) C. P 0{Y` he ?.PC L, C,
SFATTLf,t—La4t ►+tl.. (a.,a..,n f fSrlL
4.1
0
A.
LI.d A-e 4 71a -V2 tao
7-6
4a-1,. tvivt
t.v-[!:- 4.7
loo-1r.-.3.- )?.0(s�.req�)
get. rr. _..?o.. E.;t van�.Ra: d `� I. .. -► --
Y ..
R/u u. - iso v.s. - 1].0 l'6.011
1
1983 P-9 SCS ALIGNMENT
0
3
z I
/ D��pv. YP� L..e R/i✓ f 1
I � I
1 ♦ o
- T,Ov is [[ prpt�.+l lPll-+��11 -• I
7S I t
. Irs �s7 Ir Ir Tr— .s _
JAI f'
- fi J�
J
fL
Jq a
P / W
'TYPI(-AL, SECTtOU I
Fall-1 To...,i.to., i
0
Z
S W 27TH
ST
-
saacl
'0'
aa. ae
- In
.as. as.
v
1 LLI
12 r
II
.n. .ar ����
I Z
10
I
AS
P
I F
1983 SCS, Design
CITY OF RENTON
DEPARTMENT OF PUBLIC WORK
Soil Conservation Service
P-1 and P-9 Channel
M[� OATi
IIL[ NO
O.Tr .T[wOvur rd. loo
w[vrlrOw t •• �.IIw _.._._ Q_
c /,v ro N 7-5
95
EAST VALLEY
----------------- H w Y,
Z-0
---. 777--�- 10
ool�
ONE
�IQb
16
302305-9099-05
' PAN(.fI N(1NII5fN - NAMI P. ALIi Nf ',', If(.!•1 LI If VI 'N N1 I�11. V I: VAE I-i."N' NA II L/ !�NI II(. !1LF it.I ANL I-IMN;I �L N'1 IA/ �',✓E . A','IAI
HAWK APNA KATHLEEN
849999 ,S 230 FT OF N 430 FT OF POR N 1/?�
f
22435 SE 288TH
I{
OF SW 1/4 OF NE 1/4 LY WLY OF ST �I
KENT WA
98031 HWY-p 5 LESS W 30 FT
HAWK ANNA KATHLEEN
30-23-05 9099 11.54269 , 110L
849999 POR N 1/2 OF SW 1/4 OF NE 1/4 I
3626'0 1 2261
19900 441508
22435 SE 288TH
LY WLY OF ST HWY # 5 LESS W 30 FT! ii
KENT WA
98031 LESS N 430 FT AS MEAS ALr W
LN & LESS E 167 T97
FT OF W FT
OF S 108 FT OF SD N 1/2 OF SW.1/4.
F NE 1/4
Z-23-05
302305-91OD-02
MOBIL OIL CORP
191077
9100 11.54269 110L
OF NW 1/4 OF NW 1/4 DAF BEr,
140706 162406 1 1680
PROPERTY TAX DIV
AT NIA COR OF SD SEC TH S 0-49%
Po BOX 290
W 180.01 FT TO INTSN WITH A LN
DALLAS TX
75221 PLW & 180 FT SLY WAS AT R/A TO N'
LN OF SD SEC TH S 89-52-01 E
930.93 FT TAP 70 FT WLY MEAS AT '
R/A TO EE LN OF SD SURD & TPPOpgQ TH ! '!
•S 1-35-12 W PLT SD E LN 794.72 FTI ;!
T34O4A PT OF CURVE TO RGT RAD OF !
TH YWC2H
79g5EFgTTRTAP FR cZGENTER OF SD!
�3t6t:
5
88-24-48 ESTAP24�0 FTIWLY MEATH S
AT
R/A TO E LN OF SD SLED TH N ALG
A LN 40 FT WLY OF $ PLT E LN OF
,SD
SLBD TAP 180 FT OF N LN OF
'SD SLBD TH N 89-52--01
W .30,0-; FT
!TO TPOB LF_SS POR FOR ST
v 302305-9101-01
i30-23-05 9101 O'bRl 1CL
l Z�
OLYNPIC PIPE LINE CO
N 100 FT OF NW 1/4 OF NE 1/4 LY
PO BOX 236
OF PSH N 5 & E OF EAST VALLEY
RENTON WA
9805> S�J TO ESM
^�
CO 17-1175
I
I
302305 9103-09
DA VALLE STRADA
�30-23-05 9103 11.54269
089999 POR NW 1/4 OF NE 1/4 LY WLY OF
1110t-
11016M 1271543.1 6052
9125 LOTH AVE SO
W MGN OF PRIMARY ST HWY # 5 & LY
SEATTLE WA
98108,ELY OF E MGN OF EAST VALLEY HWY
I I'
ESS N 100 FT
302305 9104-08
SHURGARD OF RENTON
040006
_23-05 9104 11.,54269 1"�110L
N 446.71 FT AS MEAS ALG W LN ��
gggg��[[,,pppp' 1 7301
1915400
1201 3RD AVE tt2200
IS
Z
S LN OF WCH IS PLW N LN OF FOLG
3234Q31
SEATTLE WA
98101
250 FT N ALG N/S C/L FR i
5 /4 COR TH N 89-06-03 E 275 FT '
M/L TO WLY MGN ST HWY #5 TH NLY
��11LLG SD MGN TO N LN OF SW 1/4 OF
j
SE 1/4 TH W ALG SD LN TO SD C/L
H S TO BEG LESS CO RD I
�305--910`5-07
CLIFFORD CHRISTOPHER P
449999
Z-23-05 9105 11.54269 9112110L
CEL 1 OF RENTON SHORT PLAT NO I '! -189600
3420d
I1 1141
142"
CHINN SHERI J
R2721 TAOT RD S
P4-77RECORDING NO 7802020715 SD
T DAF - E 400 FT OF N 1/2 OFRENTON
WA
980551/4
OF NE 1/4 LESS S 252.36 FTI
rTGW
POR N 1/2 OF SE 1/4 OF NE 1/4I
i
LY WLY OF JOHN LANGSTON RD NO 80 11
P A G E
ESS S 252.36 FT : l j
3C12305-9106-06
30-23--05 9106 11.54269 91T2110L
342M1 1 1141
' P A R C E L C O N T I N U E D
e 16
W.-
302305-9107-05
PARCEL NUMBER - NAME & ADDRESS
.._
LEGAL DESCRIPTION LE yr SR
EX
_
2715�TALB0TIK �7 RD S -- — 43��
cSHORTRATE
gE
r__,r__RENTON
77LRECORDING
RENTON WA 98055
NO 802020715 $D
DAF - E 400 FT N 1/2 OF
5OF
�$T
RGW1/POR N 1/21OF
SES1/4 OF2NE61%
Y WLY 2F J3gN LANGSTON RD NO 80
ESS S 252.36 FT
302305-9107-05
23-05 9107 11.54269
KRE�ggS FREDERICK D 1078
• 2703 TALBOT RD S
RENTON WA 98055
ARcEL 4 OF RENTON SHORT PLAT NO
4-77 RECORDING NO 7802020715 SD
T DAF - E 400 FT OF N 1/2 OF
SW 1/4 OF NE 1/4 LESS S 252.36 F'
GW POR N 1/2 OF SE 1/4 OF NE 1/,
Y WLY F J36 LANGSTON RD NO 80
ESS S 52.FT
302305-9108-•04
SPEER ROBERT D / 5N1504
11002 FOREST S
�3-p5
OT 2 K $S��yy��RRT PLAT�NO 1lti19272
SEATTLE WA 98178
REC 9 7 3311125 SD PLAT DAF-POR
F N 1/2 OF S 1/2 OF S 112
IDF
NE 1/4 OF SE 1/4 LY E OF KENT
r- RENTON RD TGW N 17 FT MEAS ALG
_
..MGM OF SD RD.OE W 170.FT MEAS
9 Yd; ,m(tA
l6-
443769
1&4086
Lf0
1277595.
3241332
144039
O N N E X T
E EVr vwtuwilONS GENI TAX SPEC AS -MI• TOTAL AMOt1Nr GG�
.ODE L-LAND I -IMPS !
T11_a 14555 1 t344 146694- _.
1 124015 H 124859 62430
i
'11 321QQ 1 933
14647 147410
I I I
26C� 62700 683411 ( 68341
I !
i
I
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5 G//frir/ueFL w/ITN I- � • y ' /
Gf7 of Sfwr+� G,nc
o .Zlp �1I 11�. h7
1 � 5
46p VERT' GMP Kl��
Tjt.ASH lGb.Gl�(
P
fr
vest cMP
1R
�N R�K
J
4"G
u T �
2— 4Bp 4p
EAST VALLEY R4
ry AD
Fe-p- CA-rl(
I
'vf r off.
o (l 1-7 � 2!"v �I
-.)--J'V�) 9�41-.►l!�7 'gala -7�
C I' XI 0 1
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