HomeMy WebLinkAboutPermit 90-08-BLA - DONDERO - 37-UNIT MOTEL BOUNDARY LINE ADJUSTMENT90-8-bla 3747 south 164th street
epic-17-90
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Permit 90-08-BLA - DONDERO - 37-UNIT MOTEL BOUNDARY LINE ADJUSTMENT
9108270896
BOUNDAry LINE ADJUSTMENT/LOT CONr. LIDATION
CITY OF TUKWILA, WASHINGTZiST
FILE NO. 90 - $ - 644
LEGAL DESCRIPTIONS
BEFORE THE ADJUSTMENT:
OLD LOT ' - II -A
The East 68 feet of the north 110 feet of Adam's Home Tracts in
Lot 11 of Block 7 as recorded under VoL. 11, page 31A, Records
of King County, Washington.
OLD LOT 11-
The east 88 feet of Lot 11 in Block 7 of said Adam's Home Tracts
recorded under Volume 11, page 31A,'records of King County, Wash.
LEs y-NF EA-57" 6 of- Ti,E Alo,erH 1/0 FEET
C ry k
CD
▪ AFTER THE ADJUSTMENT:
CO
CD
O? AFTER THE CONSOLIDATION
The east 88 feet of Lot 11, Block 7, Adam's Home Tracts, according
to the Plat recorded in VoLume 11, Page 31A, Records of King County,
Washington.
A
B
B
8
A
i lk
•
Filed for record at the request of:
NAME
PP P
DEPARTMENT OF ASSESSMENTS
United and sprwodthit 2 c2 dqol Li t: j . I
rde Uo c Cu _
Assessor Deputy Assessor
Yt J 2 ` _ 2 3 .. �� (l
A ccr # o000o - vV/
APPROVAL
Department of Community Development:
Examined and approved this
)9_, day of A9
.111.
Director, Dept. of Communit}L velopment
Dept. of Public Works:
Examined and approved this
day of
,19.
,19.
Director, Dept. of Public Works
Return to: Dept. of Community Development
Planning Division
City of Tukwila
6300 Southcenter Boulevard
Tukwila, Washington 98188
Page / of -V
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DECLARATION:
AFFIDAVIT OF OWNERSHI
Know all men by these presents that we, the undersigned, owner(s) in fee simple and /or contract
purchaser(s) of the land herein described do hereby make an application for a boundary line ad-
justment /lot consolidation thereof. The undersigned further declare that the attached map is the
graphic representation of said boundary line adjustment /lot consolidation and the same is made
with the free consent and in accordance with the desire of the owner(s).
In wi = • we have set o ds and seals.
/ Name:
Name: / �� /` /�. /./.4. 1.t/ • ame•
Name: Name;
Name: Name:
STATE OF WASHINGTON
County of King ,1 -
On this day personally appeared before me 1/4-1 �` ti 1 �" -�
to me known to be the individual c ibed'in who executed the within and foregoing in-
strument, 'and acknowledge that few signed the same as 5 free and voluntary act and
deed, for the uses and purposes therein mentioned.
co
c=) • • GIVEN under my hand and official seal this /" 5-1- day of
co
O
Notary Public in and for the
v residing at
,199 .
STATE OF WASHINGTON
County of King
On this da Y P� Y PPS nall a ed before me R cIfrI ,t6V
to me known to be the individual described in and who executed the within and foregoing in-
strument, and acknowledge that signed the same as Al c S free and voluntary act and
deed, for the uses and purposes therein mentioned.
GIVEN under my hand and official seal this is day of ,19 q / .
Notary Public ' and for tags of s • bon,
residing at a„, a2
' Page of 3
FILED for Record at Request 01
Address... =�•�-
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RECEIVED
CITY OF TUKWIIA
APR 0 9 1991
PERMIT CENTER
CITY OF TUKWILA
6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188
May 24, 1991
Dick Dondero
37022 8th Avenue S.E.
Federal Way, Wa. 98003
Dear Sir:
PHONE # (206) 433.1800
RE: Site Address: 3747 South 146th - Dondero Motel
Utility Permit Approval PC 91 -079
Public Works Department has reviewed and approves site plan for the
above mentioned development. This approval is for Public Works
review only. You are referred to the Tukwila Fire Department,
Department of Community Development , Val Vue Sewer District and
Water District # 125 for their approvals and permitting processes.
All utilities serving this site such as power
installed underground per TMC 13.08 (Underground
Please call Denise Millard, Permit Coordinator,
the following permits prepared for pickup:
1. Storm Drainage Permit (Permit Fee = $25.00)
Gan L. Va nDuseu, Mayor
and phone must be
Ordinance enclosed)
at 431 -3672 to have
Your parcel is rated Catagory No. 5 for Surface Water
Management Program and future billings as a result of this
project.
This plan is approved per the enclosed Ai3BL Storm Drainage
Analysis prepared by George J. Lindsey, P.E. which provides 100
year /24 hour storm event detention with a 2 year /24 hour storm
release rate.
This AHBL report indicates that for the quarter mile downstream,
all storm drainage systems are adequate to accommodate these
flows. Future regional drainage LID's, which may be developed by
the City in the future, may also include this development.
2. Curb Cut /Access /Sidewalk (Permit Fee = $25.00)
The Development shall meet the following conditions:
A. As part of the application for this permit the Development
shall place with the City, funds in the amount of
$10,079.26 for your share of the cost to construct on
South 146th through a City contract. Per the attached
March 28, 1991 letter, City staff indicated that it is more
Dick Dondero
Page 2
appropriate to contribute your proportionate share for
frontal improvements to the City to be used by the City.
At that time a and fully coordinated and properly located
sidewalk, curb and gutter project cannot occur because
the City does not have on file the final grade or alignment
of South 146th Street. This lack of information makes it
difficult to predict where the final sidewalk, curb and
gutter, vertical /horizontal alignment should occur.
At this time the Developer shall be required to put in
only an asphalt driveway approach connecting South 146th
with the Development for the 25' wide driveway approach
in lieu or building full frontal improvements and providing
monies to carry out this work in the future by the City.
B. As part of the application for this permit, the Development
shall donate to the City (refer to the Mitigated
Determination of Non - Significance EPIC file 17 -90,
enclosed with 10' of right -of -way on South 146th Street.
C. Finally, as part of the application for this permit, the
development shall enter a Developer's Agreement with the
City per their proportionate share for the new signal at
South 146th /SR99 future intersection signal.
Included in the language for this Developer's Agreement
will be the following language:
If the signal is warranted within five years, Dondero
Development will pay their fair share of the signal. If
the fair share of the future side street volume that
warrants a signal is V , the existing side street volume
f
is V =513, and Dondero's west bound traffic adjusted to a
e
through equivalent volume is V , then V /(V -V ) within
DD DD f e
five years will be Dondero's fair share if the signal is
warranted.
Call Arline McCready at 433 -0179 to have the Developer's
Agreement prepared for your signature.
3. Water District # 125 Franchise Utility Permit (No Fee)
The following Street Use Permit is provided to Water District
# 125 to allow the work to occur. This work shall be in
accordance with the City's standard plan, per the City Develop-
ment Standards.
Conditions of Permit: The Public roadway, South 146th, shall be
open at all times. Coning and signing shall be provided per the
M.U.T.C.D. and the City's requirements. Flagging shall be
provided at all times to assure that access is available to
adjacent businesses and the general public for use of private and
Dick Dondero
Page 3
public ways. All surrounding businesses and property
given 48 hours notice prior to any work in the public
right -of -way. A traffic detour map shall be provided
City's inspector for approval prior to beginning this
shall be
to the
work.
The Development is referred to Water District # 125 and Val Vue
Sewer District for appropriate permitting and approvals through
those districts for construction of public main in South 146th
Street.
4. Landscape Irrigation Permit (Permit Fee = $25.00)
Four (4) sets of landscape irrigation plans, based on the
approved landscape plan, must be submitted for approval prior
to issuance of this permit. The landscape irrigation must be
separated from the potable water supply by a DOH approved
double check valve assembly.
Please complete the attached Non - Residential Sewer Use Certification
and return a copy to Val Vue Sewer District and forward one copy to
Metro. Metro will use this information to determine latecomers
charges for this development.
If you have any questions do not hesitate to call me at 433 -0179.
Sincerel
e
Phil Fraser, Senior Engineer
Public Works Department
xc: Water District # 125
Val Vue Sewer District
Metro
Permit Coordinator
Greg Villanueva
Planning Department
Fire Marshall
Read File
Development File: Dondero
Enclosures (6)
PF /amc:B6:dondero2
P.O. Box 1991 • Auburn, WA 98071 • (206) 939 -7412
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CITY OF TUKWIL4
DEPARTMENT OF COMMUNITY DEVELOPMENT
APPLICANT
Name eR IG 1 d e T:)n n d tx a
Address:, ' 7 o X ' S6
City: t Ir W a.. Zip :985 2 9
J
Signature: Date:
LOCATION
Street Address: 3? 41 5 C
If vacant, indicate lot(s), block and subdivision; or tax lot number, access street, and
nearest intersection.
PARCELS
Zoning District
Existing Use
Proposed Use
Proposed Lot Size
DATE OF LAST PLAT:
QUARTER
A
SECTION
BOUNDARY LIN::' ADJUSTMENT
OR CONSOLIDATION
APPLICATION
B
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431 -3680
TOWNSHIP
C
RANGE
Phone a, di- .
D
C -2...-
G- 2
C• 2-
312X 9
/
CITY OF TUKWIL4
DEPARTMENT OF COMMUNITY DEVELOPMENT
APPLICANT
Name eR IG 1 d e T:)n n d tx a
Address:, ' 7 o X ' S6
City: t Ir W a.. Zip :985 2 9
J
Signature: Date:
LOCATION
Street Address: 3? 41 5 C
If vacant, indicate lot(s), block and subdivision; or tax lot number, access street, and
nearest intersection.
PARCELS
Zoning District
Existing Use
Proposed Use
Proposed Lot Size
DATE OF LAST PLAT:
QUARTER
A
SECTION
BOUNDARY LIN::' ADJUSTMENT
OR CONSOLIDATION
APPLICATION
B
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431 -3680
TOWNSHIP
C
RANGE
Phone a, di- .
D
BOUNDAI( LINE ADJUSTMENT /LOT CONC; LIDATION
CITY OF TUKWILA, WASHINGTON
FILE NO. 90 - g -644
LEGAL DESCRIPTIONS
BEFORE THE ADJUSTMENT:
OLD LOT 10
The East 6'8 feet of the north 110 feet of Adam's Home Tracts in
Lot 11 BLock 7 as recorded under. VoL. 11, page 31A, Records
of King County, Washington.
OLD LOT 11
The east 88 feet of Lot 11 in BLock 7 of said Adam's Home Tracts
recorded under VoLume 11, page 31A, records of King County, Wash.
AFTER THE ADJUSTMENT:
•
-f.
NAME
AFTER THE CONSOL I DART ON ,,..
M.
Filed for record at the request of:
Director, Dept. of Public Works
Return to:
The east 88 feet of Lot 11, BLock 7, Adam's Home Tracts, according
to the PLat recorded in VoLume 1.1, Page 31A, Records of King County,
Washington.
APPROVAL
Department of Community Development
Examined and approved this
day of ,19 .
Director, Dept. of Community Development
Dept. of Public Works:
Examined and approved this
day of ,19
Dept. of Community Development
Planning Division
City of Tukwila
6300 Southcenter Boulevard
Tukwila, Washington 98188
Page / of
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DECLARATION:
AFFIDAVIT OF OWNERSHIP
Know all men by these presents that we, the undersigned, owner(s) in fee simple and/or contract
purchaser(s) of the land herein described do hereby make an application for a boundary line ad-
justment /lot consolidation thereof. The undersigned further declare that the attached map is the
graphic representation of said boundary line adjustment /lot consolidation and the same is made
with the free consent and in accordance with the desire of the owner(s).
In wi • - • f we have set o - ds and seals.
Name:
Name: � ,/ ,�� , i - .4r0 ame•
Name: Name:
Name: Name:
STATE OF WASHINGTON
County of King
(L < < "- �=
On this day personally appeared before me ..1 A-T 12 LI-C. -e 6
to me known to be the individual d,e �* c ibed'in and who executed the within and foregoing in-
strument, and acknowledge that fie, signed the same as 41 S free and voluntary act and
deed, for the uses and purposes therein mentioned.
GIVEN under my hand and official seal this / ' day of ,199 L .
Notary Public in and for the to of W n,
residing at "( r -
STATE OF WASHINGTON
County of ICutg
On this day personally ( �/ ' .611 e i/ 6
YP Y a PPe ared before me
to me known to be the individual described in and who executed the within and foregoing in-
strument, and acknowledge that hie_ signed the same as "It 5 free and voluntary act and
deed, for the uses and purposes therein mentioned.
GIVEN under my hand and official seal this / of i 2 frt. -// ,19 mot'/ .
Notary Public ' and for fate ofs • n,
residing at -
Page 3 of 3
DECLARATION:
Know all men by these presents that we, the undersigned, owner(s) in fee simple
and /or contract purchaser(s) of the land herein described do hereby make an
application for a boundary line adjustment /lot consolidation thereof. The, .
undersigned further declare that the attached map is the graphic representation
of said boundary line adjustment /lot consolidation and the same is made with the
free consent and in accordance with the desire of the owner(s).
In witness whereof we have set our hands and seals.
Name
Name
STATE OF WASHINGTON
County of King
STATE OF WASHINGTON
County of King
On this day personally appeared before me
(29 /BLA.DECLAR)
Name
Name
Name
Name
day personally appeared before me
A- r t' J' \)
to me known to be the individual described in 4n0 who executed the within and
foregoing instrument, and acknowledged that -� signed ned
the same as A-ltr free and Aoluntar,, act and deed,
the uses and purposes therein mentioned.
GIVEN under my hand and official seal this i ,q) day of � , 19 � .
Notary •ublic in and for the tate o
Washington, residing at
1
to me known to be the individual described in and who executed the within and
foregoing instrument, and acknowledged that signed
the same as free and voluntary act and deed, for
the uses and purposes therein mentioned.
GIVEN under my hand and official seal this day of , 19
Notary Public in and for the State of
Washington, residing at:
Page of
,;,.;„;• , L;.!...TDEC;
. •
•:'.,
ureKto
. NOTES: 1
I. CONTRACTOR SHALL VERIFY ALL EXISTING.UTILITIES IN THE FIELD.
2. CONTRACTOR SHALL NOTIFY ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE
OF ALL REQUESTS FOR STAKING, TESTING Olt• INSPECTION. • • •
3. CONTRACTOR IS RESPONSIBLE FOR' CONTROL REQUIRED AT THE TIME OF
STAKING.
4. • CONTRACTOR SHALL FURNISH" SHOP DRAWINGS FOR APPROVAL WHERE
REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE. ' •
ENGINEERS DESIGN. . • • • • ' • . •
5. CONTRACTOR SHALL INSTALL 'EQUIPMENT IN ACCORDANCE WITH
MANUFACTURERS RECOMMENDATIONS, YID #125 SPECIFICATIONS, ANDTHE cny
OF TUKWILA STANDARDS.
6. CONTRACTOR TO FURNISH•ALL MATERIALS.
7, •6", 8*; 10" & 12" DUCTILE IRON PIPE CLASS 52.
8. MUELLER GATE VALVES AND IOWA HYDRANTS.
9. CUT-INS AND LIVE TAPS TO BE .• MADE BY CONTRACTOR. WD #125 .
SUPERINTENDENT AND ENGINEER MUST BE NOTIFIED 48 HOURS IN ADVANCE.
10.. :CAST IRON MECHANICAL JOINT SLEEVE COUPLINGS REQUIRED. .•
• 11. MUELLER H-6I5 TAPPINGSLEEVE PATH FLANGE OUTLET AND MUELLER H-667
' TAPPING VALVE.WITH MECHANICAL JOINT OUTLETRF-QUIRED FOR LIVE TAPPS.
•ANY EXCEPTION, MUST BE APPROVED BY WD #125.SUPERINTENDENT. •
12. • CONTRACTOR IS RESPONSIBLE FOR VERIFYING . ALI..EXISTING PIPE TYPES AND
• SIES FOR COUPLINGS, CONNECTIONS, CUT-INS; AND LIVE TAPS.
13. 3 FOOT MINIMUM COVER • •
14. DEVELOPER TO PAY FOtt STATE, CM AND COUNTY INSPECTION FEES.
15. COORDINATE METER LOCATION WITH WD #125 SUPERINTENDENT.
16. FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF
CONSTRUCTION. • '
17. NO CHANGES. ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WD #125
SUPERINTENDENT OR ENGINEER. . •
REFER TO CONDITIONS. AND STANDARDS, AND TO THE CITY OF TUKWILA
STANDARD SPECIFICATIONS FOR ALL REMAINING NOTES AND DETAILS.
. 19. ' PROVIDE 3/4" . SERVICE LINE AND SADDLE TYPE CONNECTION 'FOR EACH OF
EXISTING WATER METER.
SCALE: 1'
• '
SEE:.. DETAIL
, /,; , ,Nsma , oususgiamt
- :Blveospym. • L L.. .
VALVE OPERATING NUT EXTENSION
EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN - FIVE( 5)
FEET BELOW Fl NISHED GRADE EXTENSIONS APE TO BEA MINIMUM OF THREE(3)
FEET LONG,. ONLY ONE EXTENSION TO BE USED PER VALVE BAK. DIST. Miami
OPERRT/KG 07` EKTMISION MID FINISH GAD E TO BE 740 FEET.
NOTE ALL ECTINSION&ARE TO BE MADE OF STEEL SIZED AS NOTED. AND
PAINTED WITH TWO COATS OF METAL PAINT.
VALVE 130X AND VALVE OPERATING EXTENSION
N.T. S.
1511 10" D.1.
HPS
SO. 146TH 36 L.E B"D.I.
. . • .• • -•
1;-•22 BEND: MI • • • •
l •••••• • .• •
• • •..• - •
. „ .
RECONNECT EXISTING': FM E HYDRANT
_
1,7' CONC. 'THRUST BLOCK
It ' "... - ' . ' •
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't. . WITH, I El
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-:-... 1 - CONC:-THRUST:aiocn
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INSTALL :k • •
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1' CONVIHROST::Blitil:,
1
DOUBLE DETECTOR MICR 4'
ViI,BYPASS IN VAULT
SEE DETAIL
20L.F. - 2" W.S.
INSTALL
2 C-90' BEND5
2- MC. TRUST. 810e115
:2 •:‘•
6 90'BEND,11 X MI:
90"BENDAPI FL..
. ' I- BN&V FLXM C _ `"•
ZEONC;;THRIISTAILACIIS
I 1;X REDUCER P.1: X FL. •
I ir MI SLEEVE • •
G"D.1: . •
3514 Di •
10 LE
2" SERVICE • UN
INSTALL
1- 6.-30" FLOG
I- •TEMP THRUST'
BLOCK
ILE -6" Br
LE VDT
Horton Dennis Associates, It ic.
Consulting Enginsuirs
KIRK L AND, WASHINGTON
..4
l ' e ' r oq 1FL
a. a r.s. " 1.4.! 96. END mi
--4 -a - "'" ----- .V.C11NC.TIIM/5T,.
BLUR' T
INSTALL'
2 1 /1" Ilt
COATED '
11111E 7:1,7 - $0. , • „ , ••,' .....,,:,
t
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741;14E4
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INSTALL.
'113 1)", TEE MIX El.
I -6" CV:11.1: MI
1 - NY BRANT: ASSEMBEY
I . ...Bill)" .REMICER
I -
2 2 /1 7 ',TIE' RADS
3 L.F: 6"1:1•1.,
I CONCRETE THRUST DIODE
1. DESIGN FOR 4" THRU
10' ODCV.
COMPACTFT) FOUNDATION I 2. SEE ATTACHED NOTES
muguza VAULT AND MATERIAL LISTING.
asa
.. . .. , , . , • , ,
, . .
. • . MATERIAL LISTING. L ' • . . .
. .
, .
. .
. .
I. .' 'L ,,,, '3/4' SKAKLE RODS (CoATEO)
. . .
C O R V ET E DE .. .
L DI. CLAS 2 PIPE. "
.
' , ,
. :
. .
. . , . .
.
.
. . .
., .
. 4 1 : , ' . . .., •,! , Icli s EC H A A ST , A C p 0 p N R L V A A D U p L E T R W I TT F , I ) I V II ER ING 30 E . D D STEE EEP L LATE COVER DIMENSION:To VARY WITH SIZE OF ASSEMBLY.
ASSEMBLY. . . . , , .
. 3 .• , Y L. :PIPE SUPPORT STAND UNDER EACH CHECK VALVE. . .- . • . . ,. , . .. .
, .
: 4, • ...COpPER OR BRONZE BYPASS WITH AN APPROVED DCVA. : • ., , . ' „
. . .
L . , 7 • • . J4 METER SUPPLIEOBY THE CITY OF TUICWILA. • •• L . . . .
. .
, .
. ; ' X . ;',,.."APPRoVED DDCVA IN MAIN LINE WITH TWO RESILIENT SEATED SHUTOFF F
UTOF VALVES AND TEST COCKS • L
. , P). : .10,i7..6 OR 4! FL•PED.I;CLASS32 POPE LENGTH TO FIT. • :, ' .... • ' . - L . : . ' .
. . . I I , GROUT. INTERIOR AND EXTERIOR ALL AROUND PIPE USING NOWSHRINK GROUT. . '. .
' . 12 ; •: • AO!. A', 4 OR 4• GATE VALVE FL•Ml. WITH posr INDICATORVALVE.. .
.• 13 , , : , .ELANGE TEE ASSEMBLY SIZED ACCORDINGLY. ',. .- L. " : • : . .
. .. ' M L 4' OR V D.E.CLASS k/. PIPE FL•EL: ".' ,
16 ' ".. 6' wr REND: FL. • L : , • • : : .: ' . . . . ,
. .
17 •••• • 4' OR 6'.13:1. CLASS 52 PIPE. FL•EL. [• .. - • ' :, '
..
, • , .
. . . . ,
. Is . .. L 4'.4* BULL TEE FL OR '4•1,46" BULL ELBOW FL. • . • • L. . L ' . ..
. .
•
. I v• , ..... U LISTED F.D. CONNECTION AND UL LISTED 'BREAKAWAY CAPS.. . • ' .
, .
- 29 .•:',, , :v DI. CLASS 52 PIPE LENGTH AS PEQUIRED FL•FL. , : ... • .
•• . ..
' '
. , ...
, . .
. •
32 • " ' SWING TYPE GRAVITY OPERATED CHECK VALVE W '
WITH BALI. DRIP TO EE INSTALLED HORIZONTALLY.
•
. .
DETECTOR DOUBLE CHECK AND VAULT ASSEMOLY NOTES.
1. BACKFLOW PREVENTORS SHALL BE FEECO 1806 OR APPROVED EQUAL.
2. SIZE VAULT BASED ON SIZE OF APPARATUS AND MEE MINIML111 CLEARANCES.
3 A SEPARATE DETAIL PLAN FOR VAULT INSTALLATION AND SPRINKLER LINE. MUST BE SUBMITTED AND
• APPROVED BY THE FIRE MARSHALL PRIOR TO INSTALLATION. '
• VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE. • •
.6 ' LADDERS 'SHALL BE REQUIRED WHEN DEPTH FROM TOP OF LID TO FLOOR OF VAULT EXCEEDS 30,
INSTALLATION OF ALL LADDERS SHALL BE IN COMPLIANCE TO O.S.H.A. '
7 LOCATE VAULT IN PLANTING AREA AND NOT IN PAVING AREA, UNLESS APPROVED BY THE ENGINEER.
FITTINGS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF ANSI/AV/WA CI 10/A21.10 AND
" "-•- • • ".
DETECTOR ; DOUBLE CHECK VALVE ASSEMBLY
•
NOTE: 'PRI VAULT DRAIN.TO DAYLIGHT
OR SLIIAP PUMP SORU '` PROVIDED • .
(SEE WO* 125' CONDITIONS • STANDARDS)
9. ' PIPE SHALL BE DUCTILE IRON MEETING ANSI A21.51:CL52 & CEMENT LINED. L .
in.' • TEMPORARY SUPPORT SHAU.BE PROVIDED UNDER VALVES AT THETINIEOF INSTALLATION. AFTER COMPLETE
• ' 'INSTALLATION INSTALL PERMANENT PIPE SUPPORT STAND.
. 7 • PROVIDE BALL DRIP VALY ESON F.D.C. CHECK VALVE ASSEMBLY OR AT BOTTOM OF F.D.C. RISER.
12 FIRE DEPARTMENT CONNECTION TO BE PROVIDED WITH FOUR (4) 2 I HOSE CONNECTIONS:
13 ' ALL UNDERGROUND PIPING TO BE INSPECTED. FLUSHED, PRESSURE TESTED IN THE PRESENCE OF THE FIRE
.'• M HAL ARS PRIORTO COVER AND CONNECTED TO OVERHEAD SYSTEM. , • L'
II ' • UPON INSTALLATION. BACKFLOW PREVENTION ASSEMBLIES ARETO BE TESTED BY A CERTIFIED TESTER AND
SALL TESTCOC1CS ARETO BE PLUGGED AFTER THETEST. THEREAFTER, ANNUAL TESTS SHALL BE PERFORMED
AT OWNER'S EXPENSE:AND COPIES OF TESTS RESULTS SHALL BE,PROVII3ED.. : . L . . • -
[3 ' CONCRETE VAULT SHALL HAVE ONE 4', x'4' OR TWO 3' z 3' STEEL HINGED DOORS. •
14 L LOCATION OF POST INDICATOR VALVE SHALL BE PER THE CITY OF TUKWILA FIRE DEPARTAIENT.
, .
WATER DISTRICT NO.125 DEVELOPERS EXTENSION
141ta,LIA
(seCtislyti4.0.1 RIALIce
, wwwoot; AIA alteGrf SO- WI'
Ciy
. •
NOTE: EDITRAtT011 SHALL VERIFY:
UTILITIES
:AILIIEVATIONS Of 'EXISTING
F IRE HYDRANT TO BE PAINTED WITH TWo•COATs•OF."RUSTOLELN"..•
• +659. YELLOW GLOSS. , HYDRANTS ; TO BE HUELLER ..11A-423. OR •
MUELLER A-Ti IT,' OR 'E - • •, • • - •. „ ...• •: , ' • • • •
. .
. . . . .
...
•,,l.f.. • HYDRANTS TO CONFORM LTO A.H.H.A. SPECIFICATIONS C 502-54;
•••• ':sHLL. BE • COMPRESS ICN-TYPE, AND. ' SHALL :HAVE 2-PIECE EIREAK••••
. II G FLANGE WITH . BREAKING .THI3BLE AT THE •GROLND LINE OF
. STEM. • . . .
. . . .
'HYDRANTS SHALL CONFORM TO CITY ORDINANCE 11 1567•• .
:Olt - . .4,BER -To FACE STREET OR AS DIRECTED BY FIRE
DepARTmENT:. . . . . • .- • • .:
,. . .
..
• HYDRANT, SHALLLHAVE A. SELF 'DRY BONNET •
WITH FACTORY•FILLED APPROX::
8 _CHI: RESERVOIR SHALL' HAvE.NOT:•
ISM . LESS THAN TWO • "0"• RING.SEALS. THE UPPER-STEM
• •
• SHALL NAVE A BRASS . SLEEVE. - : L . L . '
.. .
EXISTING' PAVEMENT
x MINIMU4 3' AND.
MAxIMLN 10' •
A. HYDRANTS. SHALL DE • EQUIPPED WITH Tl 2'j' N. S T. HOSE PORTS AND CINE: 5" STOIITZ
PUMPER. DISCHARGE' PORT: ;AND SHALL. HAvE A I PENTAGCM OPEN-LIFT OPERATING NUT.
HYCRANTS: A 6" . M. J. BOTTCM OM
CvECTION LAND S H
1/4" MAIN VALVE' OPENING
SHALL BE'DESIGNED FORA A2" BUti AND SHALL HAVE 11r , ABOVE GRADE LEVEL TO P1.51-
PER DISCHARGE PORT.
B. TO BE U. L. APPROVED AND RAVE A 2" OPERATING NUT.
C. 18" TOP SECTION CAST IRON VALVE BOX WITH SLIDING EXTENSION CR101 W/TABS).
D. 1 CAST IRON TEE - N.J. X M.J. X F.L.
F. 2-3/ COATED STEEL' SHACKLE RODS.
G. Is, Cy - 1:3:6: CONC. MIX POUR IN PLACE TO BLOCK HAINTAIN. CLF FOR BOLTS.
H. HY CRANT INSTALL/LIMNS TO BE PER 11415 STANDARD PLAN AND REQUIREMENTS OF TUKWILA A
MU41 C I PAL COW 14.24 AND CITY ORDINANCE RissT • ,
FIREMYDRANT' ASSEMBLY
Nrs
• 4I • •
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MM. 0.0.
4"i4N4.
••TRENCEFBACICFILL
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307.•
WIDEN :STREET TO PROVIDE
MINAZONIDELDRIVING'LANE •
INSTALL CITY "OF.TUKWILA
• :.;-STANDARD,'CONCCURB;:
GUTTER AND wipE
..SIDEWALK.' `" :
2 •PATCH AND:PAVE .AS'
REQUIRED::
'MATCH;EXISTING' ASPHALT '
'OF.24UKWILA
STANDARD 'DETAILS''
, - „ , •
. • ,
25;FT: WIDECITY .OF
' TUKWILA STANDARD .
COMMERCIAL
- DRIVEWAY.
DJUST TO FIT NEW CUrgi
02 •
00.2 ;
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• C B TYPE2
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• CONTROL STRUCTIME:
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CB I2TYPE3OCB , .
L E: W. '3033,-; •
CB . 6
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4 541$ TYPE 1
• ::;501441LOCKINiCOVER":
RIM ,40061" 7, •••
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C. A S TYPE 30' CB '
RIM
3oxo
CA .v
. v' sow iociati9:66*
• • RIM*306:FL."
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7. TYPE 30 CB
• R4"305.0:
o I.E. W 303.0' '
• ,
6”0:PVC'2:056 MN.
PROVIDE:BREAK .IN
EMERGENCY" STORM -WATER. ' •
OVERFLOW
,•
V PER :VAL:NUESEWERDISTRICT
60 6'* ,
• pgr:mp4:1(,s*sio
'10' LANDSCAPE- STR
INSTALL SILT FENCE ON SOUTH AND EAST -
PRORERTY: '
V VVV
' V EXISTIIVG
• :
. ' f11 6014.fOURS •
, . .
'o. infigE
INFORMATION & DETAILS • " .
sit-301.1
302.1
, ' . .: - .:1 1 , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 , 1 1 1 1 1 1 1 . 1 11gIll -
0 WM8 INCH . • 7 • 3
6 7 8 9 • • 10 ". : • : 11 MANNKt 12
: . • IF THIS
• 1, • ,
••••
• • • CLEARTHAWTHIV;iNOTICE, ItISI0U,E:30
EiG hZ 9 C EZ, al v. :xi,
• ''•-• " *t1F Eft " 8
• ,
IL
't BENCH MARK - TEMPORARY BENCH MARK ,RIM".. OF . SAN: MH.
ELEV .7.- 307.06 VAL VUE SEWER :DISTRICT V .
Ne4.1V
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IfillinlittinnifiPifingt riffflnitinEnreilittlittairrifitiEn
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•
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C.B:" PROTECTION
'6 " EXTRUDED- CONC. CURB
ASPHALT CONC. CL.'B' 2" MIN. COMP. DEPTH
GRAVEL BASE CL. 'B' 6" MIN. COMPACTED, DEPTH
(OR AS RECOMMENDED BY SOILS ENGINEER)
AS PER WSDOT STD. PLAN N F -1
CURB TO BE LOCATED AROUND. ALL PAVED AREA.
TRIM .EXISTING EDGE
OE PAVEMENT:TO ::+
.VERTICAL' ?NEAT CUT
SEAL :WITH
HOT-ASPHALT''
TYPE A CURB Ii; GUTTER
CL. B ASPHALT 2" MIN COMP.'
CRUSHED SURFACING' 4" MIN. COMP. DEPTH
CL. •B• BANK RUN,GRAVEL12" MIN:. COMP. DEPTH
SHALL AIN'IN! EFFE 1 FOR ONE YEAR FOLLOWING APP IOVAL:
AND A OF }NO1
'f s, t , 'n. .. ax r r ;+ • `,: .:{
ThEr CQNTRIICTORs +SHALL yBEt RESPONSIBLE +FOR` PR OVIDING
ADE aUATIE<w I SAFEGUAi1D5. SAFETY .DEVICES. PROTECTIVE !.
EQ UPMENT. I'AND ANY, OTHEII,I EDED'ACTIONSz,TO .:
PRO;VEC , THE. " E l4E MTTi. ANID
OF THB`PIkLIC;; AND:TO
PROTECT f OI (,(N"CO'NNECTION PERFORMANGE:OF +:
1N Oi%KC O OYTFIE:CONTRACT. ALLSE NSOF.THE,WSbOT'
STANOAIID AT1 ONS'1.O .2 1IAFFIL`,': SH ALL'
APPIiY IFS' ' Wt pN T/ E .ThI lVELED; fl1GHT WiLt.
RE WOmc!R: MF1( MSU? E S ".NO ".
A LL TNI s SHALL` ME f THE
REO ORR EMEN.TS ,Oi :h WASi+ING'E' (NDUS TRIAL SAFETY .AND
HEAL THAOTj CHAPTE< 4917. RCW ` r 1, t,IN • t '1
SOLEI.Y RES PONSLE R OKER
SA FESYf AND ANY.'.ANo ALL .DAMAGE TO FO ES„ `'AND
. , IMPROVEMENTS' RESUL FROND HIS OPERATIONS NEIThER "AR
NOR T,E APPR01(IN? A ASSUME ANY RESI IB ONSIBILITY
10. AN' APPROVE COPY OF mIS :PLAN , MUST BE ON T S ITE
. WH CONSTRUCTION IS IN P .
'11. THE D O CONTRACT „AS APPLICABLE SHALL; BE. 1
RESPONSIBLE FOR OBT ANY A ALL REQUIRED PERMITS
P RIOR,TO CONSTRU F..
12. UNDERGROUND: h u t TV INSTA Q PEN CUTS'
T HE WS DO TSTANDA RDSPEC IF IC ATION S . PARTICULARLY W SECTION .”
y 7 • 17313) 'SHALL GENERALLY APPLY,UNLESS OTHERWISE, STATED
OPEN CUTS EXISTING TRAVELED ROA le: UTILITY CUTS
A TNT ICHINC. T .ThEOPENCUT
4" .SHALL 8Q N EAT, NE cuT,MIADE BV EITHER SAW CUTTING' 1,
CQNTINUOUS,U TRENCH'SIDEC s
"AS.. EARLY IEPTICAL AS , OSSIBLE
, S QOM?AR'nON AND RSST OIIATION 'MU$T OoNL..AB \
r . DETAI BELOW A'ND:1MMEDIATEiLY• AFTER T E BE TRENCH' IS
. !uACKnu.E D3 S O A$ TGi i CAU$E:;LEAS`I :b1SRU 'f
lfAFRC: CEMENNCR ETVEMENTSHBECU'I'ONE
. FOOT OUTSIDETHE TCO EDGE OF TH TRENCH ON EACH SIDE '
CUTS PARALLEL TO, ROAD` j
THEE AT1ONSOFEXISTINGUNDERGROUNDI
• ONLY A1110.HAXE,NOT SEEN INDEPENDENTLY
I . +REPRESS NTATIVE: 1•HE CONTRACTOR ;RH
LOCA OF ALI.EXISTING UTILITIES BEFO
AGREES TO DE FULL'I( RESPONSISt.E FOR *N
. HAPPEN DUE THE CONTRACTOR'S FAIL'..
.PRESERVE ANY AND.ALL.UNDE RGRO
APPROVED : PER PUBLIC WORKS
LETTER DATED
IF WORKERS ENTER ANY TRENCHOR OTthER EXCAVATIDN` Qf MORE i
FEET, I O li kT,DOES NOT MEET PIT RUIREMENT
ALONE
1 6 MEET; .REQUIREIYIE(1TS' OFtT 4E, W SHINOTON IN L::'.
AND,HEAL.
TH ACV CHAPTER 49a7 'RCW.'i'1; °
AND. ALL, DAMAGES THAT
TO. LOCATEEXA AND
S { ALIBI ASBUMES;NO.
LIABILITY. FOR THE.LOCATION OF UNDERGROUND UtiLITIE
TOPOGRAPHIC NOTE
1 THE G. CULTURAL AND TOPOGRAPHIC DATA SIOWN OM THESE
{ DRAWI HAS N:P
BEEREPARED W PART; BASED,UPON`INFORMATION
FURNISHED`BY OTHERS: WHILE`,THIS INFORAIATION{IS BEUEYEtr
RELIABLE AHBI CANNOT ASSURE 1T5 ACCURACY. AND THUS.IS NOT :_
RESPONSIBLE "FOB THE ACCURACY OF THAT INFORMATION'OR:FOR'ANY
E RRORS OR OMISSIONS WHICfi`MA1F HAVE BEEN ;INCORPORATED':INTO -.
THESE 4RAWINGS A RESULT.; `