91-1004224
4
CITY OF
FEDERAL WAY
(329)
BUILDING PERMIT
9!- lot yaa
BUILDING INSPECTION
941-1555
PERMIT NO. 91-391 OT OWNER'S NAME
MARK ROBISON JOB ADDRESS 28815 7 AVE S
CONTRACTOR FRANK EAGLE
ADDRESS 4229 101 PL NE KIRKLAND 98033 CONT. PHONE 747-7770
CONT. REG. NO. FRANKI21OQR 5/91
OWNER'S PHONE 941-1883 OWNER'S ADDRESS SAME AS SITE
TYPE JOB: NEW RESIDENCE ADDITION NEW INDUSTRIAL NEW COMMERCIAL COMMERCIAL ADD. INDUSTRIAL ADD. NEW PUBLIC PUBLIC ADD.
NEW MULTI -FAMILY (UNITS ) MULTI. ADD.
SIGN GRADING OTHER CONSTRUCT SWIMMING POOL
TAX ACCOUNT NO. 515292-0060
LEGAL DESCRIPTION LOT 2 BLOCK 47 MARINE HILLS #16 KING CO WASH _
ISSUED BY ELIZABETH SNYDER
DATE OF ISSUE -77-q DATE OF APPLICATION 4/3/91
BUILDING INFORMATION
ZONE --R. _ 6 OCCUPANCY -2
_ _ TYPE OF CONSTRUCTION-- 5-N (SWIMMING POOL) BLDG. SQ. FT.
SET BACKS. FRONT 20' SIDE
EACH REAR _5' - _ STORIES__N0NE___.. HEIGHT LIMIT NA
PLUMBING NO.
NO.
MECHANICAL APPLIANCES AMT. AMT.
BOND
WATER CLOSETS ELEC. HOT WATER HEATER
GAS PIPING ____ FT. __. BOILER
RECEIVED
BATHTUBS LAUNDRY DRAINS
_
COMPRESSOR TANK(S)
SHOWERS URINALS
FORCED AIR FURNACE _ AIR HANDLING UNIT
NUMBER
LAVATORIES DRINKING FOUNTAINS
_
GAS HOT WATER HTR. MISC _
RETURNED _
SINKS MISC.
CONVERSION BURNER BASIC FEE _
DISHWASHERS TOTAL FIXTURES
_NONE
UNIT HEATER TOTAL MECHANICAL NONF.
AMOUNT NONE
VALUATION $22.000
ice___
PLANNING DEPT APPROVAL = CORY SMITH
PERMITFEE $92S_00
"THE RECOMMENDATION OF THE SOILS REPORT SHALL BE FOLLOWED. MORGAN
PLAN CHECK FEE 146_00 ____
GEOTECHNICAL CONSULTANTS LETTER TO ROBISON DATED 4/26/91 (ATTACHED)"
PLUMBING FEE
MECHANICAL FEE
'MECHANICAL
_
BLDG DEPT APPROVAL = KEVIN ELLI S ON 5/13/91
FEES $371 n n
TALPART
P/C FEE
PUBLIC WORKS DEPT APPROVAL = TOM COLLINS ON 6/3/91
SEPA REVIEW
WATER SERVICE
WATER MAIN CHG.
S.B.C.C. FEE 4-50
DATE PD �— LO — 7`x"1/ AMT $535.50 REC' T
OTHER FEES PUBLIC' WKS _1.fiD_.�0
AMOUNT DUE S 5 0
ALL PERMITS EXPIRE 180 DAYS AFTER ISSUANCE IF NO WORK IS STARTED. RESIDENTIAL AND GRADING PERMITS EXPIRE ONE YEAR AFTER DATE OF ISSUANCE.
I CERTIFY THAT THE INF MATION FURNISHED BY ME
IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND THE APPLICABLE CITY OF FEDERAL WAY
REQUIREMENTS WILL BM T:
OWNER OR AGENT
DATE
u
CITY OF
FEDERAL WAY
BUILDING PERMIT
�? I- 10 b 9
BUILDING INSPECTION
941-1555
PERMIT NO.
OWNER'S NAME__ JOB ADDRESS
CONTRACTOR
ADDRESS CONT. PHONE
CONT. REG. NO.
_ OWNER'S PHONE OWNER'S ADDRESS
TYPE JOB: NEW RESIDENCE
ADDITION NEW INDUSTRIAL NEW COMMERCIAL COMMERCIAL ADD. INDUSTRIAL ADD. NEW PUBLIC PUBLIC ADD.
NEW MULTI -FAMILY (UNITS
) MULTI. ADD SIGN GRADING OTHER------
THER_-_TAX
TAXACCOUNT NO.
___ LEGAL DESCRIPTION
ISSUED BY
__ DATE OF ISSUE DATE OF APPLICATION
BUILDING INFORMATION
ZONE
OCCUPANCY TYPE OF CONSTRUCTION _- BLDG. SO. FT.
SET BACKS: FRONT
SIDE REAR_ STORIES HEIGHT LIMIT
PLUMBING NO.
NO.
MECHANICAL APPLIANCES AMT. AMT.
BOND
WATER CLOSETS
ELEC. HOT WATER HEATER
GAS PIPING FT BOILER
RECEIVED
BATHTUBS
LAUNDRY DRAINS
COMPRESSOR __. TANK(S)
SHOWERS
URINALS -
FORCED AIR FURNACE AIR HANDLING UNIT
NUMBER
LAVATORIES
DRINKING FOUNTAINS -
GAS HOT WATER HTR MISC
RETURNED
SINKS
MISC.
CONVERSION BURNER BASIC FEE
DISHWASHERS
TOTAL FIXTURES
UNIT HEATER TOTAL MECHANICAL _.
AMOUNT
VALUATION
PLANNING DEPT APPPOVAL CORY SMITH
"THF RECOMMENDATION OF WE SOILS REPORT SQL BE ,'O
PERMIT FEE
—
PLAN CHECK FEE
_
GEOTECHNICAL CONSULTAlMS LETTER TO ROBISON
FEE
6UMBING
CHANICAL FEE
BT'� DEPT 1 P.PPRROVAT.: - "Ar'.R.. % %4LIJ
TOTAL BLDG. FEES
PART P/C FEE
PUBLIC WORKS DEPT APPROVAL OLS �
SEPA REVIEW
WATER SERVICE
�J
WATER MAIN CHG.
S.B.C.C. FEE
-
�� l
DATE Pr pA
OTHER FEES
-`
AMOUNT DUE
ALL PERMITS EXPIRE 180 DAYS
AFTER ISSUANCE IF NO WORK IS STARTED. RESIDENTIAL AND GRADING PERMITS EXPIRE ONE YEAR AFTER DATE OF ISSUANCE.
I CERTIFY THAT THE INFORMATION FURNISHED BY ME IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND THE APPLICABLE CITY OF FEDERAL WAY
REQUIREMENTS WILL BE MET:
OWNER OR AGENT
DATE
0
�/-wml cp < lw—jz If z r-)_ /.-, -
7 -J.? -moi/
SET BAC/KS NSD/FOOTINGS%
DATE _.W l J/� BY
O.K TO POUR FOU DATION WALLS
DATE_ BY �L-"_-.-.._..._
PLUMBING GROUNDWORK
DATE _ BY
PLUMBING ROUGH IN�,£rt_ L<.v�
d ic.
DATE _._ -- _._-. _BY ._--f�.t�1....
WATERLINE O.K.
GAS PIPING O.K.
_
MECHANICAL INSPECTION
DATE - _ -_BY
O.K. TO ENCLOSE FRAMING
DATE .....- -_. BY _-..
INSULATION
DATE - BY
__- . _.-_...._
WALL BOARD AND FIRE WALL
DATE -_. _ _- BY
FINAL O.K. TO OCCUPY
DATE ___..__BY
DCD
PSD
FD
RSC Permit #
IVSD 0 •
APR p 3 1991 CITY OF FEDERAL WAY
CITY OF FLO- pr��Y BUILDING PERMIT APPLICATION
— Please Print —
BOX 1 TENANT NAME:
OWNER MAIZ-< 90IN
OWNER'S ADDRESS 4-PiNi�
DESCRIBE JOB
THETHE PROPERTY IS OWNED BY
BOX 2 CONTRACTOR'S NAME
I LAVE
o E'vd (1 011
: SINGIrft
SITE LOCATION
CITY F
ICI POOL -
_ PARTNERSHIP
PHONE 9z4i - t Pyr, S
IL•Ll1DII<
CONTRACTOR'S REG. # FP -At`1 -ki-* Z1,00K
Card MUST be presented
CONTRACTOR'S ADDRESS CITY ISI P K LAtI112 PHONE
EXPIRATION DATE 15T( 9 1
11=11111=1
I HAVE READ CHAPTER 18.27.010 RELATING TO DEFINITIONS OF GENERAL CONTRACTORS AND SPECIALTY CONTRACTORS AND
CHAPTER 18.27.110 WHICH PROHIBITS ISSUING PERMITS WITHOUT PROOF OF REGISTRATION.
BOX 3 CONTACT PERSON X000 Fieri PL--> `A-24;0 PHONE 141-1710
BOX 4 SEWER DISTRICT WATER DISTRICT
BOX 5 ESTIMATED PROJECT COST 1& 22 -0500 f EXISTING BUILDING VALUATION` 6W
BOX 6 PROPERTY TAX ACCOUNT NUMBER t
j_C)?Ih Z�°j� - DUlvU
LEGAL DESCRIPTION 1 # 2 E'�i-()GK � MAP_jKvE H i UL -5 '41 & kc 00 GO - Wa*4
(If necessary, please submit a separate page with the legal description.)
K.C. Plat Recording #
BOX 7 BUILDING SQUARE FOOTAGE: (Existing/Proposed) 1ST FLOOR / 2ND FLOOR /
3RD FLOOR / BASEMENT / DECK 6_100 GARAGE /
BOX 8 ( ) SINGLE FAMILY ( ) NEW CONSTRUCTION
( ) MULTIFAMILY (NO. OF UNITS = ) ( ) EXISTING STRUCTURE
( ) COMMERCIAL/INDUSTRIAL TOTAL AREA OF PROPERTY SQ FT
:1 •
PLUMBING FIXTURES (including rough -ins)
N0. WATERCLOSETS
BATHTUBS
SHOWERS
LAVATORIES
SINKS
DISHWASHERS
ELECTRIC HOT WATER HEATER
LAUNDRY WASHER OUTLET
URINALS
DRINKING FOUNTAINS
SUMPS, SPRINKLER VACUUM BREAKERS
DRAINS
OTHERK"Q"�
TOTAL FIXTURES
MECHANICAL APPLIANCES —
BASIC FEE $
GAS PIPING, FEET
$
N0. FURNACE, ELEC. GAS'S $
GAS HOT WATER HEATER
$
CONVERSION BURNER
$
X BOILER, SIZE BTU
$
AIR HANDLING UNITS
$
HEAT PUMPS, SIZE
$
UNIT HEATERS
$
AIR COOLING UNITS, SIZE
$
COMMERCIAL HOOD
$
_OTHER 1-5 Ci1?W AD010 Pct -+p $
(_k- 1 '
$
$
TOTAL MECHANICAL FEE �z. r �HN-
�> ; $
I CERTIFY UNDER PENALTY OF PERJURY THAT THE INFORMATION FURNISHED BY ME IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE
AND FURTHER THAT I AM AUTHORIZED BY THE OWNER OF THE ABOVE PREMISES TO PERFORM THE WORK FOR WHICH PERMIT APPLICATION IS
MADE. I FURTHER AGREE TO SAVE HARMLESS THE CITY OF FEDERAL WAY AS TO ANY CLAIM (INCLUDING COSTS, EXPENSES, AND ATTORNEYS'
FEES INCURRED IN INVESTIGATION AND DEFENSE OF SUCH CLAIM), WHICH MAY BE MADE BY ANY PERSON, INCLUDING THE UNDERSIGNED,
AND FILED AGAINST THE CITY OF FEDERAL WAY, BUT ONLY WHERE SUCH CLAIM ARISES OUT OF THE RELIANCE OF THE CITY, INCLUDING ITS
OFFICERS AND EMPLOYEES, UPON THE ACCURACY OF THE INFORMATION SUPPLIED TO THE CITY AS A PART OF THIS APPLICATION.
OWNER/AGENT: DATE:
ANP -008 3/90
0 •
OFFICE USE ONLY (PLEASE DO NOT WRITE BELOW THIS LINE)
ZONE f� 9 l SETBACKS: FRONT a O SIDE S' REAR s HEIGHT LIMIT 1,1/4
PLANNING DEPARTMENT APPROVAL 2 4f,� a 9 -yi
REMARKS: %k o Su en, . eco r r a¢. \12,e ��,,4Jt�l
/I— c.._/%',- f� - /e�w (n �sb:,,.svti,.._ . �- -ted y'9�.' 9� �iY..�'f'��, k�.c� )
SEPA: EXEMPT n NOT EXEMPT
FIRE DEPARTMENT APPROVAL DATE
REMARKS:
PUBLIC WORKS DEPARTMENT APPROVAL_
REMARKS:
T! DATE 6
TYPE OF JOB: NEW RESIDENCE RES. ADD/ALT NEW INDUSTRIAL IND. ADD/ALT
NEW COMMERCIAL COMM. ADD/ALT NEW MULTIFAMILY- (UNITS )
MULTIFAMILY ADD/ALT TENANT IMP. OTHER �
OCCUPANCY TYPE OF CONSTRUCTION zt/ STORES
BUILDING SQ. FT. @ _
BUILDING SQ. FT. @ _
BUILDING SQ. FT. @ _
BUILDING SQ. FT. @ _
BUILDING SQ. FT. @ _
BUILDING SQ. FT. @ _
TOTAL SQ. FT. TOTAL VALUATION Oc�G
BUILDING DEPARTMENT REMARKS:
0!, . 1991
! r I.riAL WAY
GUILWaR T
ASSIGNED ADDRESS: 5e -e-
Amount
PARTIAL PLAN CHECK FEE RECEIVED
Date
PERMIT FEE
Zz S
PLAN CHECK FEE
PLUMBING FEE
MECHANICAL FEE
TOTAL BLDG. FEES
PART P/C FEE
SEPA REVIEW
P,,,,
16
S.B.C.C. FEE
1413-0
OTHER FEES
AMOUNT DUE
Receipt #
BUILDING DEPARTMENT APPROVAL
BY � DAT
ACCEPTED FOR FILING
' 04/29/91 15:28 4 002
04-27-1991 18:43. 208-;44:-2449 MORAN GGCON-nAL P.P2
MGRAN GEO TEONCAL CONSULTANIN,
AL C G,'VN 1 RVC 770N SUITE 130
1140 116rb AVENVrE N. E.
9FLIEVUE, WASHINGTi?N 98004
(106) 457-2.4+48
April 26, 1991
Mr. and Mrs. Mari Robison 1410-01C.L01
24816 7th Avenue South
Federal Way, Washington
Subjecti Residential Swimming Pool
Robison Residence
98816 7th Avenue South
Federal Way, Waahinaton
On April 16, 1991. Moran Ceotechn7ical Consultants (MGC) visited the
identified site to observe geotechnical conditions relates/ to the
swimming pool excavation and construction. This visit; was made at the
request of Mark Robison. In addition, are have reviewed the swimming
pool plan drawing prepared by Pacific Pools 2nc., d5ted February 27,
1991, and the retaining wall foundation sketch prepared by The Rvkels
Sngineering Croup. Inc., dated. !larch 27, 1991. We also understand
thet the planned retaining wall will be constructed of reinforced
concrete in accordance with Washington State Department of
Transportation (WODT) Standard Plan D --9d, approved February 13. 1991.
Our observations and recommendations are presented in. this letter.
The site is bordered on this northeast by 7th Avenue south, on the
northwest by South 288th Place, and to the southwest by an
undeveloped parcel. The site surface slopes down gently towards 7th
Avenue south and a terraced, landscaped slope along South 288th
Place. At the southwest edge of the property, the surface slopes down
at more than 26 percent to the undeveloped lot.
The swimming Pool addition will extend southwest of the present
Robison :residence. The pool area will be confined on the northwest,
southwest, and southeast aides by the proposed retaining wall. The
retaining wall will vary from about. 7 to 12 feet in height above tho
planned footing bearing elevation. A.t the southwest side, the
retaining wall will be from 8 to 9 feet in ?height and the wall face
will be located about 8 feet inside of the property boundary. For a
wall height of 9 feet, WSDT Standard Plan D -2d calks for a total
footing width of 4 feet 6 inches (4'-6") and a footing toe Width of
1'-611, leaving about 6'-6" from the extrema outside footing edge to
the property line. 'WSDT D-26 also atipt.11ates that the top of the wall
footing will be a minimum o'£ 2 feet below the final outside ground
surface. At the maximum wall height of 11 feet, WSDT D -2d indicates a
maximum applied soil bearing pressure of 1,870 pounds per square foot.
(1,870 Pat).
' 04x29/91 15:29 003
84-27-1991 18'44• 206-4R,[-2449 MORAN OE#111rAI- P. R;
f1 i
April 26, 1991 1010-01C.L01
Mr. & Mrs. Hark Robison page 2
The retaining wall excavation reveals a relatively dense, fine sand
and gravel, glacial outwash deposit. In a confined, protected,
vonditioln these soils are very acceptable for support of the proposed
retaining gall and swimming pool ,structure. When exposed to runoff
conditions the soils are susceptible to erosion. No evidence of
groundwater seepage was observed and no distress to adjacent
structures or property was noted. The native soils are capable of
supporting in excess of 3,000 Def static load without significant
distress, providing a safety factor of more than 1.6 for the maximum
bearing pressure of the retaining Mali..
it in our opinion that the proposed retaining gall and swimming pool
will be adequately supported by the exhibited sail conditions and the
described design details.
To prevent any degradation of the naturally stable sand soils, we
r6commend that the excavation be completed and the retaining wall
installed as soon as possible. The retaining wall should be
backfilled with free draining materials, dennified to a stable
condition. Native sand and gravel soils removed from the wail and
pool excavations will be acceptable for backfill provided that no
organic material or debris is nixed with the mineral aoila, Footing
drains should be installed at the inside base of the wall footing and
sloped to drain to approved discharge facilities. In addition, +weep
holes should be placed in the retaining wall in eoniorn&ne a with the
WSIDT Standard Flan 0-2d criteria.
The base of the gwirming pool excavation should be sloped to drain by
gravity to the retaining wall footing drain systom or an acceptable
separate discharge facility. b drainage blanket df imported, clean,
coarse sand and/or fine gravel should be placed at the bottom of tho
parol excavation to provide positive drainage to the 9e1actad
diseha:ra o.
we believe that this letter addresses the critical geotechnical
issues related to the described construction. If there are any
questions, or if additional information is required, please contact
us.
Yours truly,
moRAN GEOTECHNIM CONSUL'Z`MI
John J. Moran, P.R.
.A ORA aJ ECHNICAL M MTA
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