03-101001FILED FOR RECORD AT REQUEST OF:
1u•_[111WEel
CITY OF FEDERAL WAY
PO BOX 9718
FEDERAL WAY, WA 98063-9718
ATTN: Kim Scattarella, P. E.
CONFORMED COPY
EXHIBIT D
LICENSE
20030903000047
FEDERAL WAY LICA 20,00
PAGE 001 OF V2
KING3COUNTY , WA9
The undersigned owner of certain real property located in Federal Way, Washington and legally
described as follows:
TAX PARCEL NO: 132103 9110
LOT 2 OF KING COUNTY SHORT PLAT NO, 888040, ACCORDING TO SHORT PLAT
RECORDED DECEMBER 21, 1989 UNDER RECORDING NO. 8912211175, IN KING COUNTY,
WASHINGTON.
("Property") hereby grants an irrevocable license to the City of Federal Way ("City") and the
City's agents, employees, contractors or representatives to enter upon the Property to inspect the
construction of improvements, the performance of work or to allow the City to perform any necessary
maintenance or work, all pursuant to that certain Agreement and Performance/Maintenance Bond of even
date entered into between the City and the undersigned and incorporated herein by this reference.
DATED this 8th day of
August ,2003.
JACK-IN-THE-BOX, INC.
Its: Assistant Secretary
1217 SW Seventh Sireet-
10
9330 Balboa Avenue
San Diego, CA 92123
(858) 571-2121
ORIGINAL
CALIFORNIA
STATE OF 90)
SAN DIEGO - ) Ss.
COUNTY OF KRiG- 4� )
On this day personally appeared before me Donna J. O'Donnell, to me known to be the Assistant
Secretary of Jack -In -The -Box Restaurant, the corporation that executed the foregoing License, and
acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the
uses and purposes therein mentioned, and on oath stated that he/she was authorized to execute said
instrument and that the seal affixed, if any, is the corporate seal of said corporation.
GIVEN my hand and official seal this 8th day of August , 2003.
v.+x+�t+MswwrMn4w:: r.'rv: :•.ti•.L:•nti•.tivv.titi�L�
j JUDY ANKROM (notary, gnature
COMM.#E14 22r
208 8 Jud Ankrom
• NOTARY PUBLIC•CALIFORNIA o
SAN DIEOO COUNTY J (typed/printed name of notary) California G
Comm. Expires July 2, 2007 Notary Public in and for the State of4IiEv
My commission expires July 2, 2007
1:\csdc\docs\.save\21911774087.doc
G:\LAWFORMS\Agreement&PerformanceMaintenanceBond
Rev. 01-31-02
11
KING COUNTY RECORDER
500 4TH AVE ROOM 311
SEATTLE WA 98104
c 206 296-1570
--------------
ISSUED TO: FEDERAL WAY
RECEIPT # 296944 --
09/03/2003 09:09:00 AM
----~
DESCRIPTION! SEE
COPYaCONFO 1 PG - ^ 1.00
09:09 20030903000047
LICENSE AG L PGS 20.00
Total Amount Due--------$21.00
Total Number Docs: 1
CASH 21.00
Total Payments: $21.00
VISIT US AT WWW. METROKC. GOV/
RECELEC/RECORDS/
KING COUNTY RECORDERS OFFICE
Deputy: PENNYW
CONFORMED COPY
When Recorded Mail To:
CITY 3353 OFFEDERAL
WAY SO THY 20040116000291
FEDERAL WAY, WA 98003 FIRST AMERICAN DECL 21.00
PAGE001 OF 003
ATTN: Kim Scattarella, P.E. 01 / 16/2004 09 : 44
KING COUNTY, WA
DECLARATION OF COVENANT
Grantor (s): JACK IN THE BOX, INC., a Delaware corporation
Grantee (s): CITY OF FEDERAL WAY, a Washington Municipal Corporation
Property Legal Description (abbreviated): A 100' x 20' portion of Lot 2 of King County Short Plat No.
888040, according to short plat recorded December 21, 1989
under. Recording No. 891221175, in King County, WA
Complete Legal Description: See Exhibit "A" 5 CtP6-7--TQ
Assessor's Tax Parcel ID#(s): 132103-9110 gsrr Am
IN CONSIDERATION OF the approved City of Federal Way ("City") building permit for application No.
03-101001-000-00-CO relating to real property legally described as:
Legal description of property attached hereto as Exhibit "A" and incorporated herein by
reference, in King County, Washington, and portions of vacated streets adjoining
("Property"),
the undersigned as Grantor(s) declares that the above described Property is hereby subject to a perpetual
easement for a natural or constructed storm water conveyance system- ("System") and hereby dedicates,
covenants, and agrees as follows:
1. City shall have the right to ingress and egress over the Property to access such easement area for
inspection of and to reasonably monitor the System for performance, operational flows or defects in
accordance with City's Surface Water Management Divisions procedures.
2. If City determines that maintenance or repair work is required to be done to the System, the Manager of
the Surface Water Management Division of the Department of Public Works ("Manager") shall give
notice of the specific maintenance and/or repair required. The Manager shall also set a reasonable time
in which such work must be completed by the Grantor, its heirs, successors or assigns. 4f the above
required maintenance and/or repair is not completed within the time set by the Manager, the City may
perform the required maintenance and/or repair. Written notice will be sent to the Grantor stating the
City's intention to perform such maintenance. Maintenance work will not commence until at least
seven (7) days after such notice is mailed. If, within the sole discretion of the Manager, there exists an
imminent or present danger, said seven (7) day notice period will be waived and maintenance and/or
repair work will begin immediately.
3. If at any time the City reasonably determines that any existing retention/detention system creates any .
conditions detrimental to the receiving surface water system, public and/or private property, the
Manager may take any measures pursuant to Federal Way City Code.
4. The Grantor shall assume all responsibility for the cost of any maintenance and for repairs to the
System. Such responsibility shall include reirrlbursement to the City within thirty (30) days of the
receipt of the invoice for any such work performed. Overdue payments will require payment of interest
at the current legal rate as liquidated damages. If legal action ensues, the prevailing party is entitled to
costs and/or fees.
5. The Grantor is hereby required to obtain written approval from the Manager prior to filling, piping,
cutting, or removing vegetation (except in routine landscape maintenance) in open vegetated drainage
facilities (such as swales, channels, ditches, ponds, etc.), or performing any alterations or modifications
to the drainage facilities contained within Property as described previously. Any notice or consent
required to be given or otherwise provided for by the provisions of this Declaration of Covenant shall
be effective upon personal delivery, or three (3) days after mailing by Certified Mail, return receipt
requested.
6. Grantor agrees to indemnify, defend, and hold City, its elected officials, officers, employees, agents,
and volunteers harmless from any and all claims, demands, losses, actions and liabilities (including
costs and all attorney fees) to or by any and all persons or entities, including, without limitation, their
respective agents, licensees, or representatives, arising from, resulting from, or connected with this
Declaration of Covenant except to the extent caused by the sole negligence of the City.
This covenant is intended to protect the value and desirability of the Property, and shall inure to the benefit
all the citizens of City of Federal Way, and shall run with the land, and shall touch and concern the land, and
shall be binding on all heirs, successors, and assigns.
GRANTOR
JACK IN THE BOX, INC.
t :
By.:��
Donna O'Dow4l, Assistant Secretary - .c r; 3' " ' d-
T S/qti �iEco� CAA 9zIZ3 f.
....-•
.,
STATE OF )`
SAS aft 6o ) ss.
COUNTY OF Yci?d6 )
On this day personally appeared before me Donna J. O'Donnell, to me known to be the Assistant Secretary of
Jack -in -the -Box, Inc. that executed the foregoing instrument, and acknowledged the said instrument to be the
free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath
stated thatihe was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of
said corporation.
GIVEN my hand and official seal this clay of 2004
xw.wKtixv.v,nx„.
JUDY ANKROM
COMM. #1422208 H nkrgm
• NOTARY PUBLIC•CALIFORN;A
SAN DIEGO COUNTY (typed/printed name of notary) a�d�jfd ri4l A-
im �xplres July P, 2QO7 Notary Public in and for the State afAV*&hmgte". 94-
My commission expires v2000 7
1Acsdc\docs\save\17515377021.doc
G:\LawForrns\Declaratioiiot6ovenantStomi
m
r� g^ o
fb
000
❑fir,
WV I 11�� I VI f e r [n ps
i 3 ci o0
u
i v�x� r'��� w
' P o
bs
,00•ZV
„8Z,89.00 N
,98'601 !Yl .gz.$'SJ00 5
a
N8 LO
L Li
} aL M 1
_ • 47�a .' h i 1 Z
atw N
,00S9 3 .01,£ 1.10 fi ! 1 i;
p p
d In 1 i L i Z co
e0 N
Q 1
O F'� •£'4 I i f v
i
Li
�
d� m� ■ Wn o 1 i
Yams
¢`mr
3 w LL
J W p•��• v�N� ii1 cV 1 # i
1
r o F�c-a
U � � 1 f i. rl
N f
I r
0 0 1 1 l I W
Z U � .Ut u f`=-- IQ:�
(9 f ...,,r< i -M
CL S Z Y
O
0 _ 1
S = r
N U) [! L
N ui
UNN Cl a H axe ! i
V, OZmM�
U � � oD
0
a (7S:V0 LS Cf J gV{U
Y00
J oapWZ
N
cUODU
�a°Do��3 00 /
Ii
6
Retention/Detention Facility
Type
of Facility:
Detention
Vault
Facility
Length:
30.48
ft
Facility
Width:
30.48
ft
Facility
Area:
929.
sq. ft
Effective Storage
Depth:
4.50
ft
Stage
0 Elevation:
325.00
ft
C y-30 �y
C r)
Storage
Volume:
4181.
cu. ft
/
Riser Head:
4.50
ft
Riser
Diameter:
12.00
inches
Number
of orifices:
2
Full Head
Pipe
Orifice #
Height
Diameter
Discharge
Diameter
(ft)
(in)
(CFS)
(in)
1
0.00
0.65
0.024
2
3.38
0.56
0.009
4.0
Top
Notch Weir:
None
Outflow Rating
Curve:
None
Stage
Elevation
Storage
Discharge
Percolation
(ft)
(ft) (cu.
ft) (ac-ft)
(cfs)
(cfs)
0.00
325.00
0.
0.000
0.000
0.00
0.01
325.01
9.
0.000
0.001
0.00
0.02
325.02
19.
0.000
0.002
0.00
0.03
325.03
28.
0.001
0.002
0.00
0.04
325.04
37.
0.001
0.002
0.00
0.05
325.05
47.
0.001
0.003
0.00
0.06
325.06
56.
0.001
0.003
0.00
0:16
325.16
149.
0.003
0.005
0.00
0.26
325.26
242.
0.006
0.006
0.00
0.36
325.36
335.
0.008
0.007
0.00
0.46
325.46
427.
0.010
0.008
0.00
0.56
325.56
520.
0.012
0.008
0.00
0.66
325.66
613.
0.014
0.009
0.00
0.76
325.76
706.
0.016
0.010
0.00
0.86
325.86
799.
0.018
0.010
0.00
0.96
325.96
892.
0.020
0.011
0.00
1.06
326.06
985.
0.023
0.012
0.00
1.16
326.16
1078.
0.025
0.012
0.00
1.26
326.26
1171.
0.027
0.013
0.00
1.36
326.36
1264.
0.029
0.013
0.00
1.46
326.46
1357.
0.031
0.014
0.00
1.56
326.56
1449.
0.033
0.014
0.00
1.66
326.66
1542.
0.035
0.015
0.00
1.76
326.76
1635.
0.038
0.015
0.00
1.86
326.86
1728.
0.040
0.015
0.00
1.96
326.96
1821.
0.042
0.016
0.00
2.06
327.06
1914.
0.044
0.016
0.00
2.16
327.16
2007.
0.046
0.017
0.00
2.26
327.26
2100.
0.048
0.017
0.00
2.36
327.36
2193.
0.050
0.017
0.00
2.46
327.46
2286.
0.052
0.018
0.00
2.56
327.56
2379.
0.055
0.018
0.00
2.66
327.66
2471.
0.057
0.018
0.00
2.76
327.76
2564.
0.059
0.019
0.00
2.86
327.86
2657.
0.061
0.019
0.00
2.96
327.96
2750.
0.063
0.019
0.00
3.06
328.06
2843.
0.065
0.020
0.00
3.16
328.16
2936.
0.067
0.020
0.00
3.26
328.26
3029.
0.070
0.020
0.00
3.36
328.36
3122.
0.072
0.021
0.00
3.38
328.38
3140.
0.072
0.021
0.00
3.39
328.39
3150.
0.072
0.021
0.00
3.40
328.40
3159.
0.073
0.022
0.00
3.41
328.41
3168.
0.073
0.023
0.00
3.42
328.42
3178.
0.073
0.023
0.00
3.52
328.52
3271.
0.075
0.025
0.00
3.62
328.62
3363.
0.077
0.026
0.00
3.72
328.72
3456.
0.079
0.027
0.00
3.82
328.82
3549.
0.081
0.028
0.00
3.92
328.92
3642.
0.084
0.029
0.00
4.02
329.02
3735.
0.086
0.030
0.00
4.12
329.12
3828.
0.088
0.030
0.00
4.22
329.22
3921.
0.090
0.031
0.00
4.32
329.32
4014.
0.092
0.032
0.00
4.42
329.42
4107.
0.094
0.033
0.00
4.50
329.50
4�1 1�
0.096
0.033
0.00
4.60
329.60
4274.
0.098
0.342
0.00
4.70
329.70
4367.
0.100
0.905
0.00
4.80
329.80
4460.
0.102
1.640
0.00
4.90
329.90
4553.
0.105
2.430
0.00
5.00
330.00
4646.
0.107
2.710
0.00
5.10
330.10
4738.
0.109
2.970
0.00
5.20
330.20
4831.
0.111
3.200
0.00
5.30
330.30
4924.
0.113
3.420
0.00
5.40
330.40
5017.
0.115
3.630
0.00
5.50
330.50
5110.
0.117
3.820
0.00
5.60
330.60
5203.
0.119
4.010
0.00
5.70
330.70
5296.
0.122
4.180
0.00
5.80
330.80
5389.
0.124
4.350
0.00
5.90
330.90
5482.
0.126
4.520
0.00
6.00
331.00
5575.
0.128
4.670
0.00
6.10
331.10
5668.
0.130
4.830
0.00
6.20
331.20
5761.
0.132
4.970
0.00
6.30
331.30
5853.
0.134
5.120
0.00
6.40
331.40
5946.
0.137
5.260
0.00
6.50
331.50
6039.
0.139
5.390
0.00
Hyd
Inflow
Outflow
Peak
Storage
Target
Calc
Stage
Elev
(Cu-Ft)
(Ac-Ft)
1
0.21
*******
0.18
4.55
329.55
4224.
0.097
2
0.11
*******
0.07
4.51
329.51
4191.
0.096
3
0.15
0.03
0.03
4.47
329.47
4151.
0.095
4
0.11
*******
0.03
4.11
329.11
3822.
0.088
5
0.13
*******
0.03
3.76
328.76
3497.
0.080
6
0.08
0.02
0.02
2.81
327.81
2607.
0.060
7
0.09
*******
0.01
1.83
326.83
1704.
0.039
8
0.10
*******
0.01
1.57
326.57
1456.
0.033
vulm/ AIL
R400MQ3
JIB # 8360 — Detention Vault
2500 SW 3361h Street
Federal Way, Washington
For
Freiheit & Ho Architects, Inc., P.S.
RESUBMITTEE
JUN 0 9 20G3
I
June 3, 2003
Project No. — S03-104
Advanced.
Structural
Concepts
A dl SIM of FW*k & HO Ardbat% Inc., P.S.
a�+sue �.� a,
10940 NE 33rd Place, Suite 202, Bellevue, WA 98004 P: 425.889.2189 F: 425.828.6899
I
Advanced
Structural
Concepts
A Division of Freheit & Ho Architects, Inc., P.S.
10940 NE 33rd Place, Suite 202, Bellevue, WA 98004
P:425.889.2189 F:425.828.6899 www.thoarch.com
�Z+etn+ion V a,v It
Vzsigvi (ri+e_riA_
' C E F. P.
Sol ( tPreSrzvre_ - 55 Pc4
a_SS i Vt Pre ssotre s 200 P Sf
5611 we -;lint = 110 pcf
Rllowo,_ble. So; 6
(dear► vilPress u re = 2000 p sfi
r
K S2o-4-t a 2'-0
101 IPreeasf 'P1O_V)k5 = loorsf
Project: J 19 # 8 3 ro a
Client:- FH-Q ArOnitec�S
Subject: Defeii-6 o v, Vo-u It . By: "-A
Job No: Sn3-104 Date O(o I d 5 o Sht -A
._S; d c W as I
r
10 I,15'+2-') -r 100FCf (1.o5')] { f;, 61 0S / `�jee, OU IDU+
End Wa-1
F= [!!a F'fel.l5�2�tloc�� �-��l,oa�] 4�2 = 1035��ft See Oufpu+
Advanced Structural Concepts Title : Job #
Consulting Structural Engineering Dsgnr: Date: 9:30AM, 5 JUN 03
10940 NE 33rd Place, Suite 202 Description:
Bellevue, WA 98004 Scope.
P: 425.889.2189 F: 425.828.6899
Rev. 550100
User KW-0604005.Ver5.5.0.25-Sep-2001 Restrained Retaining Wall Design Page x
(c)1983-2001 ENERCA!_C EngineiMN Software s:1510bs1iobsls43111xs03-104lencLs03-104.ecw:
Description 9'-0" Detention Vault (Side Wall)
Crite it a
Soil Data
Footing Strengths & Dimensions
Retained Height =
9.00 ft
Allow Soil Bearing =
2,000.0 psf
fc = 3,000 psi
Fy = 60,000 psi
Wall height above soil =
0.00 ft
Equivalent Fluid Pressure Method
Min. As %
= 0.0014
Total Wall Height =
9
9.00ft
Heel Active Pressure =
55.0
Toe Width
= 1.00 ft
Toe Active Pressure =
0.0
Heel Width
= 2.50
Top Support Height -
9.00 ft
Passive Pressure
200.0
Total Footing Width
= 3.50
Water height over heel -
0.0 ft
Slope Behind Wall =
P
0.00 : 1
FootingllSoil Friction =
0.400
Footing Thickness
= 12.00 in
Height of Soil over Toe =
0.00 in
Soil height to ignore
Key Width
0.00 in
Soil Density=
110.00 cf
P
_
for passive pressure -
0.00 in
Key Depth
- 0.00 in
Key Distance from Toe
- 0.00 ft
Wind on Stem =
0.0 psf
Cover @ Top = 3.00 in
@ Btrn.= 3.00 in
Surcharge Loads
Uniform Lateral Load Applied to Stem
Adjacent Footing Load
Surcharge Over Heel =
522.5 psf
Lateral Load -
0.0 #/ft
Adjacent Footing Load
= 0.0 Ibs
-NOT Used To Resist Sliding
& Overturn
...Height to Top -
0.00 ft
Footing Width
= 0.00 ft
Surcharge Over Toe =
0.0 psf
,..Height to Bottom =
0.00 ft
Eccentricity
= 0.00 in
NOT Used for Sliding & Overturning
Wall to Ftg CL Dist
= 0.00 ft
Axial Load Applied to Stem
Footing Type
Line Load
Base Above/Below Soil
- 0.0 ft
Axial Dead Load =
1,815.0 Ibs
at Back of Wall
Axial Live Load =
1,320.0lbs
Axial Load Eccentricity =
0.0 in
Design Summary
Concrete Stem Construction
Total Bearing Load =
6,380 Ibs
Thickness = 10.00 in
Fy =
60,000psi
...resultant ecc. =
0.20 in
Wall Weight = 120.8 pcf
Yc =
3,000 psi
Soil Pressure @ Toe =
1 771 sf OK
Stem is FREE to rotate at top
of footing
Soil Pressure @ Heel =
P
1,874 psf OK
Allowable =
2,000 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe =
2,590 psf
ACI Factored @ Heel =
2,740 psf
Footing Shear @ Toe =
23.5 psi OK
Footing Shear @ Heel =
40.6 psi OK
Allowable =
93.1 psi
Reaction at Top =
1,918.1 Ibs
Reaction at Bottom =
3,444.4 Ibs
Sliding Calcs Slab Resists All Slid- !
Lateral Sliding Force = 3.444.41bs
Footina Desion Results
oe
Heel
Factored Pressure =
2,590
2,740 psf
Mu': Upward =
1,302
0 ft-#
Mu': Downward =
105
3,233 ft-#
Mu: Design =
1,197
3,233 ft-#
Actual 1-Way Shear =
23.54
40.59 psi
Allow 1-Way Shear =
93.11
93.11 psi
Mmax Between
@ Top Support
Top & Base
@ Base of Wall
Stem OK
Stem OK
Stem OK
Design height
= 9.00 ft
4.16 ft
0.00 ft
Rebar Size
= # 6
# 6
# 6
Rebar Spacing
= 9.00 in
9.00 in
12.00 in
Rebar Placed at
= Center
Center
Center
Rebar Depth 'd'
= 5.00 in
5.00 in
5.00 in
Design Data
fb/FB + fa/Fa
= 0.000
0.755
0.000
Mu .... Actual
0.0 ft-#
8,813.6 ft-#
0.0 ft-#
Mn'Phi ..... Allowable
= 11,677.0ft-#
11,677.0ft-#
9,043.3ft-#
Shear Force @ this height
= 0.0 Ibs
4,523.1 Ibs
Shear..... Actual
= 0.00 psi
75.38 psi
Shear..... Allowable
= 93.11 psi
93.11 psi
Rebar Lap Required
= 25.63 in
25.63 in
Rebar embedment into footing
8.38 in
Other Acceptable Sizes & Spacings:
Toe: # 5 @ 12.00 in
-or- Not req'd,
Mu < S ' Fr
Heel:# 5 @ 12.00 in
-or- #4@ 17.00 in, #5@ 26.25 in, #6@ 37.00 in, #7@ 48
Key: No key defined
-or- No key defined
Advanced Structural Concepts Title : Job #
Consulting Structural Engineering Dsgnr: Date: 9:30AM, 5 JUN 03
10940 NE 33rd Place, Suite 202 Description
Bellevue, WA 98004 Scope:
P:425.889.2189 F:425.828.6899
Rev: 550100
Laser KW-0604005. Ver5.5.0, 25-Sep-2001 Restrained Retaining Wall Design Page x
(c)1983-2001 ENERCALC Engineering Software s:lslabskiobslsO3111xs03-1041enQ%s43-104.ecw:
Description 9'-0" Detention Vault (Side Wall)
j Summary of Forces on Footing : Slab RESISTS sliding, stem is PINNED at footing
Forces acting on footing soil pressure
(taking moments about front of footing to find eccentricity)
Surcharge Over Heel =
Ibs
ft
ft-#
Axial Dead Load on Stem =
3,135.Olbs
1.42 ft
4,441.3ft-#
Soil Over Toe =
Ibs
ft
ft-#
Surcharge Over Toe =
Ibs
ft
ft-#
Stem Weight =
1,087.5lbs
1.42 ft
1,540.6ft-#
Soil Over Heel =
1,650.Olbs
2.67 ft
4,400.0ft-#
Footing Weight =
507.5lbs
1.75 ft
888.1 ft-#
Total Vertical Force =
6,380.Olbs
Moment =
11,270.0ft-#
Net Moment Used For Soil Pressure Calculations
-105.0 ft-#
Advanced Structural Concepts
Title :
Consulting Structural Engineering
Dsgnr:
10940 NE 33rd Place, Suite 202
Description:
Bellevue, WA 98004
Scope:
P:425.889.2189 F:425.828.6899
User KGZ60d005. Ver5.5.0,25-Sep•2091 Restrained Retaining Wall Design
(c)l983-2001 ENERCALC Engineering SoWnr re
Description 9'-0" Detention Vault (End Wall)
Job #
Date: 9:30AM, 5 JUN 03
Page -4-
Criteria
r
[Soil Data
I Footing Strengths &Dimensions
Retained Height -
9.00 ft
Allow Soil Bearing = 2,000.0 psf
fc = 3,000 psi
Fy = 60,000 psi
Wall height above soil =
0.00 ft
Equivalent Fluid Pressure Method
Min. As %
= 0.0014
Total Wall Height =
9.00ft
Heel Active Pressure = 55.0
Toe Width
= 0.50 it
Toe Active Pressure = 0.0
Heel Width
= 1.50
Top Support Height -
9.00 ft
Passive Pressure 200.0
Total Footing Width
= 2.00
Water height over heel - 0.0 it
Slope Behind Wall =
P
0.00 : 1
=
FootingllSoil Friction 0.400
Footing Thickness
= 12.00 in
Height of Soil over Toe =
0.00 in
Soil height to ignore
Key Width
Ke De th
y p
- 0.00 in
= 0.00 in
Soil Density =
110.00 pcf
for passive pressure = 0.00 in
Key Distance from Toe
- 0.00 ft
Wind on Stem =
0.0 psf
Cover @ Top = 3.00 in
@ Btm.= 3.00 in
Surcharge Loads
Uniform Lateral Load Applied to Stem
Adjacent Footing Load
Surcharge Over Heel =
522.5 psf
Lateral Load 0.0 #/ft
Adjacent Footing Load
- 0.0 Ibs
-NOT Used To Resist Sliding & Overtum
..,Height to Top - 0.00 ft
Footing Width
0.00 ft
Surcharge Over Toe =
0.0 psf
...Height to Bottom = 0.00 ft
Eccentricity
- 0.00 in
NOT Used for Sliding & Overturning
Wall to Ftg CL Dist
= 0.00 ft
Axial Load Applied to Stem
`
Footing Type
Line Load
Base Above/Below Soil
_ 0.0 ft
f
Axial Dead Load =
605.0 Ibs
at Back of Wall
Axial Live Load =
440.0 Ibs
Axial Load Eccentricity
0.0 in
Des! B Summary
Concrete Stem Construction
Total Bearing Load =
3,083 Ibs
Thickness = 10.00 in Fy =
60,000 psi
...resultant ecc. =
1.02 in
Wall Weight = 120.8 pcf fc =
3,000 psi
Soil Pressure @ Toe =
1 148 sf OK
Stem is FREE to rotate at top of footing
Soil Pressure @ Heel =
P
1,935 psf OK
Allowable =
2,000 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe =
1,656 psf
ACI Factored @ Heel =
2,791 psf
Footing Shear @ Toe =
7.8 psi OK
Footing Shear @ Heel =
16.2 psi OK
Allowable =
93.1 psi
Reaction at Top =
1,918.1 Ibs
Reaction at Bottom =
3,444.4 Ibs
Sliding Cales Slab Resists All Sliding
Lateral Sliding Force = 3.44.4 Ibs
Footing Design Results
Toe
Heel
Factored Pressure =
1,656
2,791 psf
Mu': Upward =
219
0 ft- #
Mu': Downward =
26
517 ft-#
Mu: Design =
193
517 it-#
Actual 1-Way Shear =
7.78
16.24 psi
Allow 1-Way Shear =
93.11
93.11 psi
Design height
Rebar Size
Rebar Spacing
Rebar Placed at
Rebar Depth 'd'
Design Data
fb/FB + fa/Fa
Mu .... Actual
Mn * Phi..... Allowable
Shear Force @ this height
Shear..... Actual
Shear..... Allowable
Mmax Between
@ Top Support
Top & Base
Stem OK
Stem OK
= 9.00 ft
4.16 ft
_ # 6
# 6
= 9.00 in
9.00 in
= Center
Center
= 5.00 in
5.00 in
@ Base of Wall
Stem OK
0.00 ft
# 6
12.00 in
Center
5.00 in
- 0.000 0.755
0.000
- 0.0 ft- # 8,813.6 ft- #
0.0 ft-#
= 11,677.0ft-# 11,677.0ft-#
9,043.3ft-#
= 0.0lbs
4,523.1lbs
= 0.00 psi
75.38 psi
= 93.11 psi
93.11 psi
Rebar Lap Required = 25.63 in 25.63 in
Rebar embedment into footing = 8.38 in
Other Acceptable Sizes & Spacings:
Toe: # 5 @ 12.00 in -or- Not req'd, Mu < S * Fr
Heel:# 5 @ 12.00 in -or- #4@ 17.00 in, #5@ 26.25 in, #6@ 37.00 in, #7@ 48
Key: No key defined -or- No key defined
Description
Advanced Structural Concepts Title :
Consulting Structural Engineering Dsgnr:
10940 NE 33rd Place, Suite 202 Description
Bellevue, WA 98004 Scope
P:425.889.2189 F:425.828.6899
5.5.0, 'zi0, Restrained Retaining Wall Design
C Engineering Software
9'-0" Detention Vault (End Wall)
of Forces on Footing : Slab RESISTS sliding, stem is PINNED at
Forces acting on footing soil pressure
(taking moments about front of footing to find eccentricity)
Surcharge Over Heel = Ibs
ft
ft-#
Axial Dead Load on Stem = 1,045.Olbs
0.92 it
957.9ft-#
Soil Over Toe = Ibs
It
ft-#
Surcharge Over Toe = Ibs
It
ft-#
Stem Weight = 1,087.5lbs
0.92 ft
996.9114
Soil Over Heel = 660.Olbs
1.67 ft
1,100.Oft-#
Footing Weight = 290.Olbs
1.00 it
290.Oft-#
Total Vertical Force = 3,082.5lbs
Moment =
3,344.8ft-#
Net Moment Used For Soil Pressure Calculations
-262.3 ft-#
Job #
Date: 9:30AM, 5 JUN 03
Page -'