HomeMy WebLinkAboutLUA-06-038_Large FormatSE
LEGAL DESCRIPTION
LOT 22, OF RENTON CO-OP COAL COMPANYS ACRE TRACTS, ACCORDING TO
711E PLAT THEREOF, RECORDED IN VOLUME 9 OF PLATS, PAGE 27, RECORDS
OF KING COUNr(, WASHINGTON;
EXCEPT THE EAST 191.53 FEET.
DECLARATION OF SHORT SUBDIVISION
KNOW ALL PEOPLE BY 711ESE PRESENTS THAT M; THE UNDERSIGNED OWNERS
OF THE LANO HEREIN DESCRIBED, DO HEREBY MAKE A SHORT SU8D/l.1SION
THEREOF PURSUANT TO RCW 58.17.060 AND DECLARE THIS SHORT PLAT TO
BE THE GRAPHIC REPRESENTA TION OF 711E SAME, AND THAT SAID SUBDIVISION
IS MADE W/711 711E FREE CONSENT AND IN ACCORDANCE KITH THE DESIRES OF
711E OWNERS.
IN WfTNESS 'lrf-lEREOF, 0C SET OUR HANDS AND SEALS THIS ~-----DA Y
(F~ ;ra_.J
BASELINE BUIUJERS, A WASHINGTON CORPORA l/ON
-,,,~ •.. , .... c.,.,vcc.~.,;o··· -=,=·~~ ·.-~-· ~. ... ..., ... , -.·
BY.· ~
ITS: _________ _
AUDITOR'S CERTIFICATE
1/4
CONFORMED COPY ) __ DAY OF
iORDED IN VOL
~r,!Z!~s~8901W!01
PAGE001 OF 002
09/28/2007 09:24 KING COUNTY, WA
r~ w~rm
I
OF
FOSTER
SHORT PLAT
(
THE SE 1/4
RENTON,
TWP. 23N.,
WASHINGTON.
OF SECTION 19,
KING COUNTY,
RESTRICTIONS:
1. THIS PLAT IS SUBJECT TO A PUBUC UTILITY EASEMENT RECORDED UNDER
AF NO 7905311019.
2. THIS PLAT IS SUBJECT TO A PUGET SOUND ENERGY EASEMENT RECORDED
UNDER AF NO 20070J22D01J7J (UNSURVEYABLE).
J. THIS PLAT IS SUBJECT TO RESERVA llONS AND RESTRICllONS RECORDED
UNDER AF NO 297925. RESERVA llONS INCLUDE· COAL, CLA >'S; ORE AND
MINERALS, OR MINERAL BY PRODUCTS TOGETHu? W/711 711E RIGHT TO MINE,
QUARRY AND PRODUCE THE SAM£ RESTRICllONS INCLUDE: HOUSES OF
PROSllTUTION AND SELUNG OR STORING FOR SELLING ANY INTOXICATING UQUORS.
CITY OF RENTON PLANNING/BUILDING/PUBLIC
WORKS APPROVAL
EXAMINED AND APPROVED THIS l 7 DAY OF ..f..!~ 20 0 7.
PLANNING/BUILDING/PUBLIC WORKS ADMINIST/?A TOR
KING COUNTY ASSESSOR APPROVAL
EXAMINED AND APPROVED 71IIS '2EllD~ Y o:.·. ~p'f:-20Q]_.
"" ' .. ,.,q,.•:.-:\,./•,-..-.,·1.,,;·,c,;:-.:-_,,, .. 5~)++ \'106\ e__
KING COUNTY ASSESSOR
DEPUTY KING COUNTY ASSESSOR APPROVAL
EXAMINED AND APPROVED THIS '28,ti'IJA Y OF Sep:\ . 20 Q]_.
:&tt~o.lewu 4ccvt~o,
DEPUTY KING COUNTY ASSESSOR
LAND SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THE FOSTER SHORT PLAT IS BASED UPON AN ACTUAL SURVEY
AS REQUIRED BY STA TE STA TUlfS; THAT THE OISTANCES, COURSES AND ANGLES ARE
SHOWN THEREON CORRECll. ~ THAT THE MONUMENTS SHALL BE SET AND LOT AND
BLOCK CORNER SHALL BE STAKED CORREC/l. Y ON THE GROUND, THAT I FULLY COMPLIED
WITH THE PROVISIONS OF THE STA TE AND LOC,1L STATUTES AND REGULATIONS
GOVERNING PLAT G.
"~~~-17068
REGISTRATION NO.
RNG. 5E.
LUA-06-038-SHPL
LND-20-0462
W.M.,
STATE OF WASHINGTON }
) ss
COUNTY OF SNOHOMISH }
I CERllFY THAT I KNOW OR HA VE SA 71SFACTORY EVIDENCE THAT°"?C\. '\.,. tc.~ .,l" BM n::\ ~
IS THE PERSON 'lrf-/0 APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT
(HE/SHE/THEY) SIGNED THIS INSTRUMENT,. ON OATH STA TED THAT {HE/SHE/THEY) WAS/ltf"RE
AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE
Otct'.\t' r OF BASELINE BUILDERS, A WASHINGTON CORPORA llON, TO BE
THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPO~\(' MENTIONED IN
THE INSTRUMENT. ,,,,, \\\\11 1J
..;.~~' .. \.. '{.NN f,i It,,
DA/Elk <i-~ \-0~ ~i~.,?';~ ,<"-111,.
SIGNATURE: n ~ ~~-.:,: i,;f . · , ,.,.~t,
{PRINT NAMEj=o. ~==~ f ff,;. ,e.OlA;\)J. ti:i\~
NOTARY PUBUC IN AND FOR'ESTA TE OF WASHINGTON ; ;0 ,,}i J
RESIDING A .T $ot,c, it 'e ~ ~ § ~
MY APPOINTMENT EXPIRES a-, 9-\ 0 ~ '~\. 4
/Jg;\,\(j j"~ E ,-v;,:_,,,,<-19-· \f;) .£..c..0 :
,,, <f:' 011!11,"''"'''I°'.'::.~~ 111 .:,:;WAS~~
111\\\\\\\'''"'
FOSTER SHORT PLAT
SE 1/4 OF THE SE 1/4 OF SECllON 19, TWP. 2JN., RNG. 5£ W.M.,
RENTON, KING COUNTY. WASHINGTON.
SURVEYOR:
SHEET
DAVID R. DOWNING & ASSOC., INC.
PROFESSIONAL LAND SURVEYOR
4229 76th ST. N.E.
MARYSVILLE, WA. 98270 (360) 653-5385
JOB NO. 05-129 DRAWN BY DDD
DATE 9/20/07 FIELD BOOK 94 & 117
1
OF
2
FOUND 1/2" IRON PIP£
CITY OF RENTON SURVEY
CONTROL NETWORK POINT /4-76.
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FOSTER
SHORT PLAT
THE SE 1/4
RENTON,
OF SEC1'ION 19, TWP. 23N., RNG.
KING COUNTY, WASHINGTON.
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FOUND CONCRETE MONUMENT
mTH TACK IN LEAD
S88VJ'58"E{R)
®----
21.761R)
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LUA-06-038
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S88VO'J4"E
RENTON CD-DP COAL
COMPANY'S ACRE TRACTS
LDT 23
99.66'
LOT 1
5,584 sq. ft.
1906 T ALBDT ROAD S.
,,.---------·-----~S8~8~VOG'2~1~·E~ _____________ j 1;; 123.70' o;
~
LOT 2
6,786 sq. ft.
1910 TALBOT ROAD S.
r-------------------'--J.N~88~U~0~'22~·~w---'-------------'-----l.f<J ~ 147.74' S:i
~ ~
LOT 3
7,981 sq. ft.
1914 TALBOT ROAD S.
------------I \ -----/ -----r-----------~------
15.oo· PUBLIC I / N88V0'07"""'R' UTILITIES [ASfM[NT <,rOo, "l' I AF NO 7905311019
5E. W.M.,
---·----
RENTON CD-DP COAL
COMPANY'S ACRE TRACTS
LOT 22
LUA-06-038-SHPL
LND-20-0462
NOTES:
I. INSTRUMENT DATA -LIETZ 4 {5" DIRECT READING)
2. FIELD METHOD USED -TRA VERSE
3. METHOD OF ADJUSTMENT -NONE
4.
5.
6.
MONUMENTS VISITED -11/8/06
~ BASIS OF BEARING -N21"43'2.9"E -ASSUMED
···rf!E·CEtlTERUNi?''OF0 TALEfOTROAD SOUTH>' -··-
REFERENCE MA TERIALS -
THE RECORD OF SURVEY FOR NORMAN GOW
RECORDED UNDER AF NO 8305169003
7. PRECISION OF TRA VERSE CLOSURE MEETS OR EXCEEDS
STANDARDS REQUIRED BY WAC-332-130-090
8. THE BOUNDARY FOR THIS PLAT HAS BEEN
CALCULATED BASED ON THE BOUNDARY SURVEY FOR
NORMAN GOW AS RECORDED UNDER AUDITOR'S FILE
NUMBER 8305169003.
LEGEND
• SET 1/2" X 24" IRON ROD WITH CAP NO. 17068
@ MONUMENTS FOUND AS NOTED
0
(R)
FOUND 1/2" REBAR AND CAP STAMPED TRIAD LS
22383, 18094, 22335, 21402
DISTANCE OR BEARING (ROTA TED 1"53'47" CLOCKWISE)
FROM THE RECORD OF SURVEY FOR NORMAN GOW
RECORDED UNDER AF NO 8305169003
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I i 21.751R) !~---------~58Bt7lro;~)-----~~L~~-;;r-----------L , S88VO'o7t{R) 171.76 ,
I I <.r0o, I ------
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FOUND MONUMENT IN CAS£
CITY OF RENTON SURVEY
CONTROL NETWORK POINT
#1699.
j II
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FOUND CASED 4X4 CONCRETE
MONUMENT 'MTH 1 5/8" BRASS
DISK AT THE INTERSEaON OF
23RD & TALBOT
RENTON CD-DP COAL
COMPANY'S ACRE TRACTS
LDT 21
20 0 ~-.;,
{ IN FEET)
In = 20'
20
I
FOSTER SHORT PLAT
SE 1/4 OF THE SE 1/4 OF SECTlON 19, TltP. 2JN., RNG. 5E. W.M.,
RENTON, KIN(; COUNTY. WASHINGTON.
SURVEYOR:
DAVID R. DOWNING & ASSOC., INC.
PROFESSIONAL LAND SURVEYOR
4229 76th ST. N.E.
MARYSVILLE, WA. 98270 (360) 653-5385
JOB NO. 05-129 DRAWN BY DDD
DATE 9/20/07 FIELD BOOK 94 & 117
SHEET
2
OF
2
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PROJECT INFORMATION:
DEVELOPER I OWNER
PATANARDI
P .0. BOX 58233
RENTON, WA 98058-1233
TEL 253.332.1636
FAX 425.228.4335
CIVIL ENGINEER
PATRICK HARRON & ASSOCIATES, LLC
BRIAN G. HARRON, P.E.
14900 INTERURBAN AVENUES,# 279
SEATTLE, WA 98168
TEL 206.674.4659
FAX 206.674.4660
SURVEYOR
DOWNING & ASSOCIATES, LLC
DAVID DOWNING, PLS
4229 -76TH STREET NE
MARYSVILLE, WA 98270
360.653.5385
GEOTECH
GARY FLOWERS
19532 12TH AVE. NE
SHORELINE, WA 98155-1106
TEL 206.417.7640
FAX 206.686.3834
LEGAL DESCRIPTION:
LOT 22, RENTON CO-OP COAL COMPANY'S ACRE
TRACTS, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 9 OF PLATS, PAGE 27, RECORDS
OF KING COUNTY, WASHINGTON.
EXCEPT THE EAST 191.53 FEET.
PARCEL:
722200-0125
SITE DATA:
TOTAL PARCEL 20,338 SF= 0.467 ACRES
FUTURE LOT 1 5,578 SQ. FT 0.13 ACRES
FUTURE LOT 2 6,778 SQ FT 0.16 ACRES
FUTURE LOT 3 7,981 SQ FT 0.18 ACRES
ZONING R-8
PROJECT:
THE PROPOSED LAND USE ACTION IS TO
SUBDIVIDE THE EXISTING PARCEL INTO
THREE EQUAL LOTS.
ADD 10' FROM R/W CENTERLINE OF ASPHALT TO
EXISTING STREET WITH TAPERS.
CONSTRUCT PARKING STRIP AND DRAINAGE WAY
DEFER THE CONSTRUCTION OF SIDEWALK
IMPROVEMENTS.
DEMO THE EXISTING BUILDING.
CONSTRUCT THREE NEW DWELLINGS.
CONSTRUCT ONSITE DRAINAGE
CONNECT TO EXISTING UTILITIES
FOSTER SHORT PLAT
SE OF SECTION 19, TOWNSHIP 23, RANGE 05, W.M.
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UTILITIES:
WATER: CITY OF RENTON
SEWER: CITY OF RENTON
ELECTRIC: PSE
GAS: PSE
DATUM:
NVD88
BENCHMARK:
0
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SANITARY SEWER INVERT SSMH CITY OF
RENTON 112 IE 182.19
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0 20
14444
I IORIZONTAL SCALE
40
C
LEGEND:
-()-
ITO
!fl
VICINITY MAP
NTS
'· UTILITY POLE
TELEPN<.?,NE RISER
WATER 1/ALVE . I
PROJECT SITE
FIRE HYV.,RANT WI CONG. BOLLARDS
t:
[2]
SHEET INDEX
1. COVER SHEET
WATER METER
WATER MANHOLE
' SANITARY SEWER MANHOLE
CONIFERf?US TREE
'
2. EROSION CONTROL SHEET
3. SITE PLAN
4. UTILITY PLAN
5. NOTES AND DETAILS
6. DETAILS
7. DETAILS
7. LANDSCAPE PLAN
DEVELOPMENT PlAf'!~ING
CITY OF F\EtHO"
JUL 1 0 2006
RECEIVED
RECOMMENDED FOR APPROVAL
BY: _________ .DATE:. ___ _
BY: DATE: ----
BY: DATE: '----
CHECKED FOR COMPLIANCE TO
CITY STANDARDS
BY: __________ .DATE:. ___ _
BY: DATE:. ___ _
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PATRICK HARRON &
~A~
Patrick Harron &
Associates, LLC
Engineering
Planning
14900 Interurban Ave. S.
Suite Number 279
Seattle, VVA 98168
T 206.674A659
F 206.674.4660
PROJ. NO_ 0SN.RY:
05123 KSO
QWN. BY; CHK. BY:
KSO BGH
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CAI.I! 43 KOVR~
ll!;!IFORB YOU Dffi
l=30Q-424F-~lli~~
BY: DATE:
~---'------------~------------------J DATE; 01.16.06 NOTE:
EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. IT SHALL
BE THE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXAVT
VERTICAL AND HORIZONTAL LOACATION OF ALL EXISTING UNDERGROUND
UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION
IS MAHE THAT ALL EXISTING UTILITIES ARE SHOWN HERON. THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPER
LOCALTION.
SCALE:
DRAWING NO.
1
1"=20'
or 8
--·--·------·-· --· -------.---------------------------· -·--------------------------· ------------------------------··--·---------------··--------------------------
!
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Is~ ~~ ·~
· F_l_!..TER fABR!C-MATERIAL 6011 WI.OE ROLLS.
USE_ STAPLES OR WIRE RINGS TO ATTACH
FABR!.C 'TO WIRE.
[[ --·-·-·-······ -...
2"' BY 2" f4 GA. WIRE
FABRIC OR EQUlV.
BURY BOTTOM OF FABRIC
MATi::R!AL IN 8'" BY 12" ~ENCrl
s·l~o· 2.t. _-!~ ~ ---L u -··· ·•-...•. MAX--~-';
FILTER .F'ABRIC MATERIAL~
rnrnM~ E~~--T
6"
WIRE FABRIC OF 'EQUIV.
PRO\ilD.E 3/4" -f.5" WASHED
GRAVEL BACKFILL IN TREN~H ANO
ON BOTH SIDES OF FILTER FENCE
fABR!C ON THE SURFACE,
2" BY 4" WOOD POST
~I..T: ST:EEL FENCE· POSTS.
5'-0"
BRUSH BARRIER
NlS
~OTES'
I. ;:M~\ET 'TR~~~ ~h?'-LOYflN(; OJ~AAGf fflOM A
2. ¥AX1MUM SLOPE STEEPNESS P£RE'ENDJcl.ii.Aft TO FENcE· LINE
J.S I! I.
J, MAXIMU,M SHEE..T OR O'JERU\NO FlOW PATIi !.ENGnt TO THE
FENCE: OF 1QO' FT,
4. IF 5mili OR LESS Of 1'Hf SO!l., BY 'l'AJGtT, IS FINE
PARncLES SMAUER TIJAN ·nu; U,~ STANDARD SIEYE' NO.
200, n-tE EOS SHOULD BE .EQUAL TO OR-SMAI.LER THAN
Tu€ SlEVE: sm: lHAl as" OF THE SOIL CAN PASS THROU<:H.
• REVS10N
5. lH!; "TRENCH SHALL 8£ BACt<Fl_U.EO wt1H 3/4" MINIMUM
OIAMtTI;R WASH~ GMVEL,-
6.. fll..TER _ fA0RlC R;:NCES $HALL St REMOVED 1/11-fEN 1H£Y
HAVE'.. smvrn "THEIR USEFUL PURPOSE. BUT NO-f egf'ORE.
iHE UPSLOP€ AREA H,11,S BEEN PE'1MAN.ENJl Y ST/d31UZED.
7. FILTER fABRfC-i'ENCES &:!ALL. BE INSf'ECTe:D IMM_EPIATtlY
AUER.EACH RAINFALL A.ND AT LEAST"OAILY DURINQ.
PROI.ONGEO RA!NFALL ANY RE'.PAIR'5 SHALL BE W.OE.
IMMEDJATEL Y. .
FILTER FABRIC FENCE DETAJL
~--"-·/ ::~ ~ Liff' DAti;; 04-/!)4
BY R OWG. NAM{: B066 SP fiAGE:. 0066
i§~
I"~-------------------------------------~---------------
---------------·--·-----·--------·--·----· --------------------------------· -· ------------· --·----------------------·------, -----.. --.. "_. ______ ------------·-··-' ------·· ----------------···· ----------------,-------------·------------------------·----------------------------------------------------------------------------------------------------------------I
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FOSTER SHORT PLAT
SE OF SECTION 19, TOWNSHIP 23, RANGE 05, W.M.
/
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0 BE RELOCATED
/
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DEMO EXISTING HOUSE
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SF
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/ HORIZONTAL SCALE
40
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I" • l -----------------___________ _,,,..,..,..
... ··············;,··············································································'I ............................................................. S~ I I
LEGEND
@slLT FENCE
•···············•·•· LIMITS OF CLEARING
Q 12· MINIMUM x so· ROCKED
~ CONSTRUCTION ENTRANCE
~ PROTECT TREE
)( REMOVE TREE
EROSION CONTROL NOTES::
1. All limits of clearing and areas of vegetation preservation as prescribed on the
plan(s) shall be clearly flagged in the field and observed during construction.
2. All required sedimentation/erosion control facilities must be constructed and in
operation prior to land clearing and/or construction to ensure that sediment
laden water does not enter the natural drainage system. All erosion and
sediment facilities shall be maintained in a satisfactory condition until such time
that clearing and/or construction is complete and potential for on-site erosion
has passed. The implementation, maintenance, replacement and additions to
erosion/sedimentation control systems shall be the responsibility of the
permitee.
3. The erosion and sedimentation control systems depicted on this drawing are
intended to be minimum requirements to meet anticipated site conditions. As
construction progresses and unexpected or seasonal conditions dictate, the
permitee shall anticipate that more erosion and sedimentation control facilities
will be necessary to ensure complete siltation control on the proposed site.
During the course of construction, it shall be the obligation and responsibility of
the permitee to address any new conditions that may be created by the
activities and to provide additional facilities, over and above minimum
requirements, as may be needed, to protect adjacent properties and water
quality of the receiving drainage system.
4. Approval of this plan is for erosion/sedimentation control only. It does not
constitute an approval of storm drainage design, size nor location of pipes,
restrictors, channels, or retention facilities.
5. During the time period of October 1st through April 30th, all project distributed
soil areas greater than 5,000 square feet, that are to be left un-worked for more
than 12 hours, shall be covered by mulch, sodding or plastic covering.
6. In any area which has been stripped of vegetation and where no further work is
anticipated for a period 30 days or more, all disturbed areas must be
immediately stabilized with mulching, grass planting or other approved erosion
control treatment applicable to the time of year. Grass seeding alone will be
acceptable only during the months of April through September, inclusive.
Seeding may proceed, however, whenever it is in the interest of the permitee,
but must be augmented with mulching, netting or other treatment approved by
the City of R~nton, outside the specified time period.
7. For all erosion,seQl111entation control ponds where the dead storage depth
exceeds 6 inches, a'fence is required with a minimum height of three (3) feet,
3:1 side slopes. -~
8. A temporary gra\lel 'co'nstruction entrance, 24 feet X 50 feet X 8 inches of 4 to 6
inch quarry spalls shall be located at all points of vehicular ingress and egress
to the construction site.
,
@.lU.iL 41:~ D:OV:wi!i
BBF'ORE YQV DIG
t 4JQJQJ-4~41:-~lii\~l)a.
RECOMMENDED FOR APPROVAL
BY:~ ________ DATE:_~---
BY: DATE: ·----
BY: DATE: ----
CHECKED FOR COMPLIANCE TO
CITY STANDARDS
BY: _________ DATE_: ___ _
BY: DATE~: ___ _
BY: DATE: -----
NOTE:
EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. IT SHALL
BE THE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXAVT
VERTICAL AND HORIZONTAL LOACATION OF ALL EXISTING UNDERGROUND
UTILITIES PRIOR TO COMMENCING CONSTRUCTION-NO REPRESENTATION
IS MAHE THAT ALL EXISTING UTILITIES ARE SHOWN HERON. THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPER
LOCALTION.
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PATRICK HARRON &
~ATE~1 LLo/ ,..
Patrick Harron &
Associates, LLC
Engineering
Planning
14900 Interurban Ave. S.
Suite Number 279
Seattle, VVA 98168
T 206.674.4659
F 206.674.4660
PROJ. NO DSN. BY:
05123 KSO
OWN.BY, CHK. BY:
KSO BGH
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DAT!:::
01.16.06
SCALE;
1"=20'
ORAWINGNO.
2 o, 8
I
CITY OF RENTON .
____ JULJ__j)_-2QtJ6-________ J
RECEIVED
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14444
HORIZONTAL SCALE
ADJUST MH
RIM TO GRADE
STA 0+73.6
CENTERLINE OF 12'
ASPHALT D/W
CONSTRUCTION
CENTERLINE
RIGHT-OF-WAY
CENTERLINE
200:
40
C
FOSTER SHORT PLAT
/
.,,.SE OF SECTION 19, TOWNSHIP 23, RANGE 05, W.M.
STA 2+28.69 18.50'RT
TYPE 1 CB
RIM 195.34
IE OUT 190. 75
/
/
/
/
STA 2+79.62 11.1'RT
END ASPHALT TAPER
ABANDON AND REMOVE
EXISTING 12" CONG SD
STA 2+29.58 19.39'RT
BEGIN ASPHALT TAPER
ROP COR ,, /
-~·-------~-o ----·--·-/ / PROP CDR --~,,------y-4 _________ 0 ------i
----II --/
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STA 1+73.27 18.31'RT
TYPE 1 CB
RIM 195.34
IE OUT 191.02
,.,-/ PROPOSED BUILDING o
/ / FOOTPRINT II I,;
, W," : /;··-J!.~~~--.. /7 j j Ii
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STA 1+50.83
CENTERLINE OF 12'
ASPHALT D/W
6" DRAIN LINE 20'R / I I
S 2% MIN TYP. / 1 • I / / / /
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AREA DRAIN \ 0 I
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REMOVE EXISTING CB
CONNECT NEW PIPE TO
EXISTING CB TO THE EAST
(MATCH IE'S)
HORIZONTAL SCALE
S. 19TH STREET
I STA 4+03 18.50'RT
TYPE 1 CB I
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RIM 193.1±
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SURFACE TO ORIGINAL
CONDITIONS
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BEGIN ASPHALT TAPER
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RECOMMENDED FOR APPROVAL
BY: DATE:
BY: DATE:
BY: DATE: 185
CHECKED FOR COMPLIANCE TO
CITY STANDARDS
BY.:_ -------~DATE..· ____ _
BY: DATE· .. ____ _
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Patrick Harron &
Associates,, LLC
Engineering
Planning
14900 Interurban Ave. S.
Suite Number 279
Seattle, VVA 9816B
T 206.674.4659
F 206.674.4660
PROJ.NO DSN. SY;
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BY: DATE: r---_i_.:.:.::==========::.:.:.======_j DATE: 02.13.06
0+27 1+00 2+00 3+00 4+00
TALBOT ROADS. PROFILE
SCALE 1"= 20'H, 5V
NOTE:
EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. IT SHALL
BE THE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXAVT
VERTICAL ANO HORIZONTAL LOACATION OF ALL EXISTING UNDERGROUND
UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION
IS MAHE THAT ALL EXISTING UTILITIES ARE SHOWN HERON. THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPER
LOCALTION.
SCALE:
DRAW!NGNO.
3
1"=20'
Oe 7
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DEVELOPMENT p~ I
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HORIZONTAL SCALE
SECTION A-A
Sf;CTIQN 8-0
¢AST IRON RJNG AND CGIA;R
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DATE N
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FIRE HYDRANT MARKER
(SEE DETAIL)
CONCRETE
CL~SS 3000
r2"¢
FlBER JOINT
PACKING
45' (1/8) BEND
PIPE"' MA tERIAL AS SPEC1FIED
SY THE ENGIN!cER
1 ·
2'-0"
.WATE:R TIGHT
PLUG
6 INCH CLEAll9UT
ADOPTI;D
QTY Of RENi'OH
FOSTER SHORT Pl~AT
SE OF SECTION 19, TOWNSHIP 23, RANGE 05, W.M.
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SIDE ~OIN:G' ·sEWER". wm-1 3'' Hli;;I-I
BLACt< Lt::TTERS. A.NO_ #FS wmt WRAPfEO
AAOIJNO TI-IE STUD AND EXlENDEO TO THE
lOP Of lHE STUD.
UNLESS OTHER\o\(SE APPROVED 9'.( TI-IE CITY, MAKE T~ ruRQUGH .CAST
IRON SADDLE SECUREO·To S£WER MAIN 'fflTH STAINL($S":i;;r(E\.;'·BANO$
WEN. CONNEC'flNG Nf.W SIDE SEWERS TO EXISTING MAltf.
~I.Ali-. AND REINF'ORCEO (:ON_CRtTE, 01 PIPE_ /IND Cl P1PE. SE.W£R
MAINS ARE TO BE (;OR£ DRILL£0.
VITRif1ED CtAY PlFE SHALL SE CUT AND HA~ A N£W l£E
~QnONEP lN.
60" ALLOWABLE MAX.
i"qR C-"ST fRON PIPE
OR DUCTILE. IRON P!PE'..
SEWER MAIN
HORIZONTAL
D'.PJC,\L -SIDE'. '$EWER ELEVATION
@IE,
U~I..ESS OlHERWISE SHOWN ON PLAN, ·SIDE SEWER SHALL HAVE
A .MINIMf,JM i.5' COVER AT PROP~TY LINE OR J--5' LOWER
THAN THE LOWEST HOUSE ELE;VA TION, WHICHEVER IS LOWER.
"" "
S'.fANl>Aim S:IDE fl~ ~STAU.ATION
(B&WER MAIN TO PROPERTY" LINE) e ADOPTED
Cl'l"l OJ' REN'IO:l'f • --· LSi" »ATB: G4/Cff
OWG. NAME: B078 SP PAGE: 8078
-----·-·----·-----------------
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CITY OF RENTON
TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS
Amended April 4, 2005 Dy Ordinance 5131
SECTION 1 purpose
The purpose of !his code section is to establish guidelines for the restoration of City streets disturbed by
installation of utilities and other construclion activities. Any public or private ulililies, general contractors,
or others permitted to work in the public right-of-way will adhere to the procedures set forth in this policy.
SECTION 2 definitions
Engineer: The term engineer shall denote the City project manager, inspector and/or plan reviewer, or
their designated representative.
SECTION 3 HOURS OF OPERATIONS
Hours for work within the roadway for asphalt overlays or trench restoration shall be as directed by the
Traffic Control Plan requirements and as approved by the Traffic Operations Engineer.
SECTION 4 application
1. The following standards shall be followed when doing trench or excavation work within the
paved portion of any City of Renton right-of-way.
2. Modifications or exemptions to these standards may be authorized by the
Planning/Building/Public Works Administrator, or authorized representative, upon written request
by the permittee, their contractor or engineer and demonstration of an equivalent alternative.
SECTION 5 INSPECTION
The Engineer may detennine in the field that a full street-width (edge-of-pavement to edge-of-pavement)
overlay is required due to changes in the permit condltions such as, but not limited to the following:
1. There has been damage to the existing asphalt surface due to the contractor's equipment.
2. The trench width was increased significantly or the existing pavement is undermined or
damaged.
3. Any other construction related activities that require add~ional pavement restoration.
SECTION 6 CITY OF RENTON STANDARDS
1. All materials and workmanship shall be in accordance with the City of Renton Standard and
Supplemental Specifications (current adopted version) except where otherwise noted in these
Standards. Materials and workmanship are required to be in conformance with standards for the
standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington
State Chapter of the American Public Works Association (APWA) and the Washington State
Department of Transportation (WSDOT) and shall comply with the most current edttion, as
modified by the City of Renton Supplemental Specifications.
An asphalt paver shall be used in accordance with Section S.04.3(3) of Standard
Specifications. A .. Layton Box" or equal may be used in place of the power-propelled paver.
Rollers shall be used in accordance with Section 5-04.3(4) of the Standard Specifications.
"Plate Compactors" and "Jumping Jacks" SHALL NOT be used in lieu of rollers.
2. Trench backfill and resurfacing shall be as shown in the City of Renton Standard Details, unless
modified by the City Permij. Surfacing depths shown in the Standard Details are minimums and
may be increased by the Engineer to meet traffic loads or site conditions.
SECTION 7 requirement for PATCHING, overlay, overlay widths
All trench and pavement cuts shall be made by sawcut or by grinding. Sawcuts or grinding shall be a
minimum of one foot (1') outside the trench width. The top two inches (2") of asphalt shall be ground
down to a minimum distance of one foot (1') beyond the actual outside edges of the trench and shall be
replaced with two inches (2") of Class B asphalt, per City of Renton Standards, At the discretion of the
engineer, a full street width overlay may be required.
lane-width or a full street-width overlay will be determined ba$ed upon the location and length of the
proposed trench within the roadway cross-section. Changes in field conditions may warrant
implementation of additional overlay requirements.
1. Trenches (Road Crossings):
a. The minimum widlh of a transverse patch (road crossing) shall be six and one-half feet
(6.5'). See City of Renton Standard Plan Drawing #HR -23 (SP Page: H032A).
b. Any affected lane will be ground down two inches (2") and paved for the entire width of the
lane.
c. Patch shall be a minimum of one foot (1 ') beyond the excavation and patch length shall be a
minimum of an entire traveled lane.
If the outside of the trenching is withln three feet (3') of any adjacent lane line, the entire
adjacent traveled lane affected will be repaved
d. An area including the trench and one foot (11 on each side of the trench but not less than
six and one half feet (6.5') total for the entire width of the affected traveled lanes will be
ground down to a depth of two inches (2•). A two-inch (2") overlay of Class B asphalt will be
applied per City standards.
2. Trenches Running Parallel With the Street
a. The minimum width of a longitudinal patch shall be four and one-half feet (4.5'). See City of
Renton Standard Plan Drawing #HR-05 (SP Page H032).
b. If the trenching is within a single traveled lane, an entire lane-width overlay will be required.
If the outside of the trenching is within three feet (3') of any adjacent lane line, the entire
adjacent traveled lane affected will be overlaid.
c. If the trenching is greater than, or equal to 30% of lane per block (660-foot maximum block
length), or if the total patches exceed 12 per block, then the lanes affected will be overtaid.
Minimum overlay shall include all patches within the block section.
d. The entire traveled lane width for the length of the trench and an additional ten feet (10') at
each end of the trench wilJ be ground down to a deplh of two inches (2"). A two-inch (2")
overlay of Class B will be applied per City standards.
Potholing: Potholing shall meet the same requirements as trenching and pavement
restoration. Potholing shall be a minimum of one foot {1') beyond the excavation. All
affected lanes will be ground down to a depth of two inches (2") and paved not less than six
and one half feet (6.5') wide for the entire width of the lane. Potholes greater than five feet
(5') in length, width or diameter shall be restored to trench restoration standards. In all
cases, potholes shall be repaired per Renton Standard Plan# HR05 (SP Page H032).
Restoration requirements utilizing vactor equipment will be determined by the
engineer.
' -··--··----·--····· ... ----·----!
SECTION 8 PAVEMENT REMOVAL in lieu of grinding
The contractor in all cases can remove the pavement in the replacement area instead of
grinding out the specified
two inches (2") of asphalt. Full pavement replacement to meet or exceed the existing pavement
depth will be required for the area of pavement removal.
Section 9 Trench backfill and restoration Construction Requirements
1. Trench restoration shall be eilher by a patch or overlay method, as required and indicated on
City of Renton Standa,d Plans #HR-05, HR-23, and HR-22 (SP Pages #H032, H032A, and H033).
2. AU trench and pavement cuts, which will not be overlaid, shall be made by sawcut or grinding.
Sawcuts shall be a minimum of two feet (2') outside the excavated trench width,
3. All trenching within the top four feet (4') shall be backfilled with crushed surfacing materials
confonning to Section 4-04 of the Standard Specifications. Any trenching over four feet (4') in
depth may use materials approved by the Engineer or Materials Lab for backfilllng below tile
four-foot (4') depth. If the existing material (or other material) is delennined by the Engineer to be
suitable. for backfill, the contractor may use the native material, except that the top six inches (6")
shall be crushed surfacing top course material. The trench shall be compacted to a minimum
ninety-five percent (95%) density, as described in Section 2-03 of the Standard Specifications. In
the top six feet (6') of any trench, backfill compaction shall be performed in eight to 12-inch (8-12~)
lifts. Any trench deeper than six feet (6') may be compacted in 24-inch lifts, up to the top six-foot
(6') zone.
All compaction shall be performed by mechanical methods. The compaction tests may be
performed in maximum four-foot (4') vertical increments. The test results shall be given to the
Engineer for review and approval prior to paving. The number and location of tests required shall
be determined by the Engineer.
4. Temporary restoration of trenches for overnight use shall be accomplished by using MC mix
(cold mix), Asphalt Treated Base (ATB), or steel plates, as approved by the Engineer. ATB used
for temporary restoration may be dumped directly into the trench, bladed out and rolled. After
rolling, the trench must be filled flush with asphalt to provide a smooth riding surface. If the
temporaiy restoration does not hold up, the Contractor shall repair the patch within eight hours of
being notified of the problem by the City. This requirement applies 24 hours per day, seven days a
week. !n the event that the City determines to repair the temporary patch, the contractor shall
reimburse the City in an amount that is double the City's cost in repairing the palch, with the
second half of the reimbursement to represent City overhead and hidden costs.
5. Asphalt Concrete Class E or Class B shall be placed to the compacted depth as required and
indicated on City of Renton Standard Plans #HR-05, HR-23, and HR-22 (SP Pages #H032,
H032A, and H033) or as directed by the Engineer. The grade of asphalt shall be AR4000W. The
materials shall be made in conformance with Sectlon 9-02.1 (4) of the Standard Specifications.
6. Tack coat shall be applied to the existing pavement at edge of saw cuts and shall be emulsified
asphalt grade CSS-1, as specified in Section 9-02.1 (6) of the Standard Specifications. Tack shall
be applied as specified in Section 5-04 of the Standard Specifications.
7. Asphalt Concrete Class E or Class B, shall be placed in accordance with Section 5-04 of the
Standard Specifications; except those longitudinal joints between successive layers of asphalt
concrete shall be displaced laterally a minimum of twelve Inches (12"}, unless otherwise approved
by the Engineer. Fine and coarse aggregate shall be in accordance with Section 9-03.8 of the
Standard Specifications.
All street surfaces, walks or driveways within the street trenching areas shall be feathered and
shimmed to an extent that provides a smooth~riding connection and expedijious drainage flow for
the newly paved surface.
Feathering and shimming shall not decrease the minimum vertical curb depth below four inches
,?·c, (4") for storm water flow. The Engineer may require additional grinding to increase the curb depth
avail'able for storm water flow in areas that are inadequate. Shimming and feathering, as required
by the Engineer, sh81t be accomplished by raking out the oversized aggregates from the Class B
. ,.,,;,.;.,.;.~,;r-,,.i.,,:.mix_fs appropriate.
t •.• ,,.,
Surface 'Sn100fhf1e's·s shall be per Section 5-04.3(13) of the Standard Specifications. The paving
shail be corrected by removal and repaving of the trench only. Asphalt patch depths will vary
based upon the streets being trenched. The actual depths of asphalt and the work to be
perfornied shall be as required and indicated on City of Renton Standard Plans #HR-05, HR-23,
and HR-22 (SP Pages #H032, H032A, and H033).
Compaction of all lifts of asp hall shali be a minimum ninety-two percent {92%) of density as
deten\,ined by WSDOT Test Method 705. The number of tests required shall be determined by
the En_gineer.
Testing shall be performed by an independent testing lab with the results being supplied to the
Engineer. Testing is not intended to relieve the contractor from any !iability for the trencti
restoffition. 11 is intended to show the inspector, and the City, that the restoration meets these
specifidations.
8. All joints shall be sealed using paving asphalt AR-4000W.
9. Whe~ trenching within the unpaved roadway shoulder(s), the shoulder shall be restored to its
original, condition, or better.
10. The final patch or overlay shall be completed as soon as possible and shall not exceed fifteen
(15) working days after first opening the trench. This time frame may be adjusted if delays are due
to inclement pavirlg weather or other adverse conditioris that may exist. However, delaying of final
patch fr overlay work is subject to the Enginee(s approval. The Engineer may deem ti necessary
to complete the work within the frfteen (15) working day time frame and not allow any time
extenSion. Should this occur, the Contractor shall perform the necessary work, as directed by the
Engineer.
11. A City of Renton temporary Traffic Control Plan {from Renton Transportation Engineering) shall
be submitted and approved by the Engineer a minimum of three (3) working days prior to
commencement of work.
SECTION 10 REMOVAL OF UTILITY LOCATE MARKINGS FROM SIDEWALKS REQUIRED
The Pennittee will be required to remove utility locate marks on sidewalks only within the Downtown
Core Area. The permittee shall remove the utility locale marks within 14 days of job completion.
RECOMMENDED FOR APPROVAL
BY: DATE: ------------' -------
BY: DATE: ·~-----
BY: DATE: ·------
CHECKED FOR COMPLIANCE TO
CITY STANDARDS
BY: DATE: ------------' -------
BY: DATE: ____ _
BY: DATE:
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Patrick Harron &
Associates, LLC
Engineering
Planning
14900 Interurban Ave. S.
Suite Number 279
Seattle, VVA 98168
T 206.674.4659
F 206.674.4660
f'Ro.J. NO. DSN.SY;
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NOTE:
EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. IT SHALL
BE THE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXAVT
VERTICAL AND HORIZONTAL LOACATION OF ALL EXISTING UNDERGROUND
UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION
IS MAHE THAT ALL EXISTING UTILITIES ARE SHOWN HERON. THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPER
LOCALTION.
SCALE:
01.16.06
1"=20'
llRAWlf',G NO.
4 o, 8
DEVElOPMENT I
-----------------GtF'i'oFR1;"~~'111'JG
JUL 1 0 2006
RECEIVED
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Water Utility Notes and Specifications:
1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY.
2. All work material shall be in conformance with the standards and specifications of the City of Renton
Planning/Building/Public Works Department and the 1996 edition of the WSDOT/APWA Standards and
Specifications, as approved and modified by the City of Renton in the Renton Standard Plans &
Specifications. A set of approved plans shall be kept on site at all times during construction.
3. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on weekdays
unless otherwise approved in writing by the Public Works Department at (425) 430-7301. The Police
Department, Fire Department, and 911 shall be notified 24 hours in advance of any work in the right of
way.
4. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to
verify the true and correct location so as to avoid damage or disturbance. For utility locates call
48-hour locators 800-424-5555.
5. An approved Traffic Control Plan is required to be submitted at the Pre-Construction meeting.
6. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110 and C111 or
latest revision, thickness Class 52. Cement mortar lining and seal coating shall conform to AWWA C104
or latest revision. Pipe joints to be push-on or mechanical joint. Bedding to be Class C. All ductile iron
pipe and fittings shall be polyethylene wrapped per ANSI/AWWA C105/A21.5-93 Standards.
7. Cast iron and ductile iron fittings shall be cement lined, pressure rated as noted on plans, and in
accordance with ANSI/AWWA C110/A21.10-87. Cement lining shall be in accordance with ANSI/AWWA
C104/421/4-90. If fittings are 3 to 12 inches in diameter and have mechanical joints, the fittings shall
in accordance with either ANSI/AWWA C110-A21.10-87 or ANSI/AWWA C153/A21.53-94. Three (3)
inch to 12 inch diameter fittings, which have mechanical joints and/or flanged joints, shall be in
accordance with ANSI/AWWA C110/A21.10.87 or a combination of ANSI/AWWA C110/A21.10.87 and
ANSI/AWWA C153/A21.53-94 such that the portion of the fitting with a mechanical joint(s) may be with
ANSI/AWWA C153/A21.53-94 and that portion of the fitting with flanged joint(s) shall be in accordance
with AWWA C110/A21.10-87. Acceptance testing in accordance with section 53.53 of ANSI/AWWA
section 10-4.3 of ANSI/AWWA C110/A21.10-87 shall be obtained by the contractor and transmitted to
the owner.
8. Gate vales shall be iron body, bronzed-mounted, double disc with bronze wedging device and 0-ring
stuffing box (AWWA C500) or of resilient seated type (AWWA C509). Valves shall be designed for a
minimum water operating pressure of 200 psi. Gate valves shall be Clow List 14, Mueller Company NO.
A2380 or M & H.
9. Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against
pressure) conforming to AWWA C-502-85 with a 6 inch mechanical joint inlet and a main valve opening
(M.V.O.) of 5-1/4 inch, two 2-1/2 inch hose nozzles with National Standard Threads 7-1/2 threads per
inch and one 4 inch pumper nozzle with the new Seattle Pattern 6 threads per inch, 60 degrees V.
Threads: outside diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4
inch pentagon operating nut opened by turning counter clockwise (left).
10. The two 2-1/2 inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the
same design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene
gaskets for positive water tightness under test pressures.
11. The 4 inch pumper nozzle shall be fitted with a Storz,a£!\lPter, 4 inch Seattle Thread x 5 inch Storz.
-~,,, ,.
Storz adapter shall be forged and/or extruded 6061-T6 aluminum alloy, hardcoat anodized. Threaded
end portion shall have no lugs and two set screws 180 degrees cfpart. Storz face to be metal, no gasket
to weather. Storz cap to have synthetic molded rubber gasket, and shall be attached to hydrant
adapter with 1/8 inch, coated, stainless steel, aircraft cable.
12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43-655 safety
yellow or approved equal.
13. Pumper connection to face roadway assembly.
14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revision.
15. All watermains 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade.
All watermain 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility
conflicts occur, watermains are to be lowered to clear.
16. All watermains 6 inches and larger in diameter shall be cleaned with pipe cleaning "PIGS" prior to
disinfection. The "Poly pigs" shall be Girard Industries Aqua Swab-AS or approved equal, 2 lb/cu. ft.
density foam with 90A durometer urethane rubber coating on the rear of "PIG" only.
17. "PIGS" shall be cylinder shaped with bullet nose or square end. The contractor will perform the
cleaning operation.
18. All watermains and services shall be pressure tested to a minimum of 200 psi or 150 psi over
operating pressure, in accordance with the specifications of the City of Renton and the Washington
State Health Department. All pressure testing shall be done in the presence of a representative of the
City of Renton. The quantity of water lost from the main shall not exceed the number of gallons per
hour as listed in City of Renton Standard Plans & Specifications 7-11.3(11). The loss in pressure shall
not exceed 5 psi during the 2 hour test period.
19. All watermains and services shall be disinfected by the injection of a 50 ppm (minimum concentration)
chlorine/water solution. Dry Calcium Hypochlorite shall NOT be placed in the pipe as laid. Chlorine
shall be metered/injected in accordance with Section 7-11.3(12)E or 7-11.3(12)F of the Standard
Specifications referenced above.
20. A pre-construction conference is required prior to any construction. A minimum of five (5) working
days notice is required for scheduling.
21. Twenty-four (24) hours notice will be required prior to starting new construction.
22. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction.
23. Installation of corporate stops, water services, lines and meters shall not be done until all service
agreements, meter applications, construction permits, and payment of fees have been made to the City
of Renton.
24. All connection to existing mains is to be accomplished by the City of Renton, except wet taps, which
may be made by approved wet tap contractors with prior approval from the Public Works Department.
FOSTER SHORT PLAT
SE OF SECTION 19, TOWNSHIP 23, RANGE 05, W.M.
27. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by the Star
Manufacturing Company of Columbus Ohio, or equal, approved in writing by the Public Works Department.
28.Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) inches. Oil mat streets
may be spade cut. All surface concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall
be sawcut to a minimum depth of two (2) inches or removed to an existing expansion joint.
29.A temporary cold mix asphalt patch shall be placed on the day of initial excavation with a permanent,
sealed patch to be placed, to City of Renton policy, within 10 days. Call for subgrade inspection prior to
placement of final patch. *
30.For City projects such as telemetry conduit, the PVC pipe used shall be All chemical process lines shall be
schedule 80 PVC pipe. Schedule 40 in unimproved areas and schedule 80 PVC pipe under improved areas.
Sanitary Sewer Notes and Specifications
1. All work materials shall be in conformance with the standards and specification of the City of Renton
Utility Department and the latest edition of the WSDOT/APWA Standards and Specifications.
2. All construction shall be in accordance with "Standard Specifications for Municipal Public Works
Construction" prepared by Washington State Chapter American Public Works Association, latest edition
(APWA) and City of Renton Standard Specifications.
3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to
verify the true and correct location so as to avoid damage or disturbance.
4. Contractor is solely responsible for the means, methods and sequences of construction and for the
safety of workers and others on the construction site.
5. It shall be the responsibility of the contractor to obtain street use and any other related permits prior
to any construction. '
6. Plans approved by the City of Renton, Public Works Department shall take precedence over all other
plans.
7. A copy of these approved plans must be on the job Jite whenever construction is in progress.
8. The contractor shall provide the City of Renton with an as-bui.lt drawing of the sanitary sewer system,
which has been stamped and signed by a licensed professional engineer or licensed professional
surveyor.
9. Backfill shall be placed equally on both sides of the pipe in layers with a loo:;e average depth of 6
inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density.
These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of
the trench. Materials to complete the fill over pipe shall be the same as described.
10. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with
crushed rock and mechanically compacted. Cuts into the existing asphalt shall be neatline cut with saw
in a continuous line. A temporary mix patch must be placed immediately after backfill and compaction.
A permanent hot mix patch shall be placed within 10 days and shall be per City of Renton current
standards.
11. Datum shall be City of Renton, 1988 NAVD. ' "
12. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the
Department for the prevention of on-site erosion after the completion of construction.
13. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section
7 of the current State of Washington Standard Specifications for Road and Bridge Construction. This
shall include necessary leveling of the trench bottom or the top,of the foundation material, as well as
placement and compaction of required bedding material, to uniform grade so that the entire length of
the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6
inches above and below the pipe.
14. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or
ductile iron class 50.
15. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished
grade. In paved area, cover must slope in all directions to match paving.
TALBOT ROAD SOUTH TEMPORARY ROADWAY SECTION
NTS
12'
////////////)(//////////
ASPHALT DRIVEWA ~ 2" COMP. DEPTH (,1. B ACP
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;
All necessary excavation and materials are to be supplied by the contractor and be on-site prior to City 12• MINIMUM
y
25. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's
Surface Water Drainage Notes and Specifications
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION
MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER.
2. All construction shall be in accordance with the current Standard Specifications for Road, Bridge and
Municipal Construction prepared by WSDOT and the American Public Works Association (APWA), as
amended by the City of Renton Public Works Department.
3. The surface water drainage system shall be constructed according to the approved plans which are
on file in the Public Works Department. Any deviation from the approved plans will requir~ written
approval from the City of Renton Public Works Department, Surface Water Utility Section.
4. A copy of these approved plans must be on the job site whenever construction is in progress.
5. Datum shall be NAVD 88 unless otherwise approved by the City of Renton Public Works Department.
Reference benchmark and elevations are as noted on the plans.
6. All sedimentation/erosion facilities must be in operation prior to clearing and building construction,
and they must be satisfactorily maintained until construction is completed and the potential for on-site
erosion has passed.
7. All retention/detention facilities must be installed and in operation prior to or in conjunction with all
con~truction activity unless otherwise approved by the Public Works Department, Surface Water Utility
Section.
8. Grass seed may be applied by hydroseeding. The grass seed mixture, other than City of Renton
approved standard mixes, shall be submitted by a Landscape Architect and approved by the Public
Works Department, Surface Water Utility Section.
9. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section
7-02.3(1) of the current State of Washington Standard Specification for Road and Bridge Construction.
This shall include necessary leveling of the trench bottom or the top of the foundation material, as well
as placement and compaction of required bedding material, to uniform grade so that the entire length
of the pipe will be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA
Class "C", with the exception of PVC pipe. All trench backfill shall be compacted to minimum 95°/o for
pavement and structural fill and 90°/o otherwise per ASTM D-1557-70. Pea gravel bedding shall be 6
inches over and under PVC pipe.
10. Galvanized steel pipe and aluminized steel pipe for all drainage facilities shall have asphalt treatment
#1 or better inside and outside.
11. Structures shall not be permitted within 10 feet of the spring line of any storm drainage pipe, or 15
feet from the top of any channel bank.
12. All catch basin grates shall be depressed 0.10 feet below pavement level.
13. Open cut road crossings through existing public right of way will not be allowed unless specifically
approved by City of Renton Planning/Building/Public Works Administrator.
14. Rock for erosion protection of roadside ditches, 1where required, shall be of sound quarry rock placed
to a depth of one (1) foot and must meet the following specifications:
4 -8 inch rock / 40 -70°/o passing; ...... ··· ·
2 -4 inch rock/ 30 -40°/o passing; arnf' ~ ··
less than 2 inch rock/ 10 -20°/o passing.
15. All building downspouts and footing drains shall ,be connected to the storm drainage system, unless
app~oved by the City plan reviewer or Surface Water Utility Section. An accurately dimensioned,
certified as-built drawing of this drainage system will be submitted to the City upon completion.
16. Issuance of the building or construction permits 1by the City of Renton does not relieve the owner of
the continuing legal obligation and/or liability connected with storm surface water disposition. Further,
the City of Renton does not accept any obligation for the proper functioning and maintenance of the
system provided during construction.
17. The Contractor shall be responsible for providing adequate safeguard, safety devices, protective
equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public,
and to protect property in connection with the performance of work covered by the contract. Any work
within the traveled right of way that may interrupt normal traffic flow shall require a traffic control plan
approve by the Public Works Department, Transportation Systems Division. All sections of the WSDOT
Standard Specifications 1-07-23 Traffic Control shall apply.
18. Special drainage measures will be required if the project location is within the aquifer protection area
(APA). '
1'
4'
DRAINAGE-SWALE
N.T.S.
RECOMMENDED FOR APPROVAL
BY: _______ ~DATE: ___ _
BY: DATE: ----
BY: DATE: ·----
CHECKED FOR COMPLIANCE TO
CITY STANDARDS
BY: ________ ,DATE: ___ _
BY: DATE: ----
BY: DATE:
notifications. '-<.._~" • '11'°"
4"-8" QUARRY SPALLS
responsibility to notify Development Services twenty four (24) hours in advance of backfilling all NOTE:
h PROVIDE FULL WIDTH OF construction. T e contractor, as well as the engineers, shall keep as-built drawings. INGRESS/EGRESSAREA EXISTINGUTILITYLOCATIONSSHOWNAREAPPROXIMATEONLY. IT SHALL BE THE THE CONTRACTOR'S-RESPONSIBJLITY TO DETERMINE THE EXAVT
26. Contractor to provide plugs and temporary blow-off assemblies for testing and purity acceptance prior VERTICAL AND HORIZONTAL LOACATION OF ALL EXISTING UNDERGROUND
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PATRICK HARRON &
\ ASSOCIATES, LL.c) "-r--
Patrick Harron &
Associates, LLC
Engineering
Planning
14900 Interurban Ave_ S.
Suite Number 279
Seattle. VVA 98168
T 206.674.4659
F 206.674.4660
PROJ_No DSN. av:
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0.5' COMP. DEPTH A TB
OR CSBC
{6" THICK @ DRIVEWAYS)
2" COMP. DEPTH C.S.B.C.
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0::
DRESS GRASS LINED
DITCH PER FIELD
CONDITIONS
RECOMMENDED FOR APPROVAL
BY: DATE: ---------------------
BY: DATE: ------
BY: DATE: ____ _
CHECKED FOR COMPLIANCE TO
CITY STANDARDS
BY: __________ .DATE: ____ _
BY: DATE: ------
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Patrick Harron &
Associates, LLC
Engineering
Planning
14900 Interurban Ave. S.
Suite Number 279
Seattle, \NA 98168
T 206.674.4659
F 206.674-4660
F'ROJ. NO. DSN. BY:
05123 KSO
OWN.BY; CHK. RY:
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I.ST DATE: 0+/04
BY: DATE: ,----..JL::...:..:=============::.:..:....:::::::======--l DJ\TE: 01.16.06
DATE 10 DWG. NAME; 8106 SP .PAGE~ 8105
NOTE:
EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. IT SHALL
BE THE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXAVT
VERTICAL AND HORIZONTAL LOACATION OF ALL EXISTING UNDERGROUND
UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION
IS MAHE THAT ALL EXISTING UTILITIES ARE SHOWN HERON. THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPER
LOCALTION.
-·-----------------·-----------------------------------·-· -· ··---------------------------·---. --------------------------------
SCALE:
DRAW/NONO
6
1"=20'
o, 8
DEVELOPM -
CITY of /'fr PLANN
JUL 1 O 2006
RECEIVED
I
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.. '/
w.:'t,:R GQ~C~Q!I 11trA11.
'·IVET:Ct.li,, ;~Nll: WATlll< MAIN -,aif4;;
DRI\IEWAY
(BY OTHERS)
CEMENT .CONCRET!:
PEOEsTRIAli CURB (TYP.)
_Q.i,ENT
CONCRETE
SIOEWAL~ .
CEMENT CONCRETE
CURB.& ·GUTTER
(SI'.( NOlE 3)
RAMP WITH 12H: 1V
SLOPE (TY?.)
D£PR(;'3E0
CURB ,le cumR
(S•E Nott ,J)
TYPE 1 -!SOMEJRIP YlfW
SEE; SHEET 3
CEMENT. CONCRETE
~O~WALK
DRIVEWAY
(BY dlHERS)
. .
g~:a ~°('iuTTER
(S,~ N<J;rE':3)
00.l~WAY.ENlRANCE
SJ))( SLOPE {TY?.)
TYPE 2 ~ _.1SOt,4[TRI€ ViEW.
SEE S_HE T 4:
tl!UoS:
1.. Wh_cm _u,,e_ df"!vewoy _Width exc~e$ 1& feet1 c-onslruct_ o fuit
tj:eptll elCpof\slon join.t (s1;1e; Standard Pkm F-3) with 3/ff' ,Plllt
m_fer along tlte· ~rfve'lla}' c~nterilne. _.
z. Cp~i.tri;_ct _e)t:ponsjon jolnti;s pc;iral_lel-~ith the C'!lflt~rlll)e ~!1
requ_ired at 15'· maximum spoclt19 when drl¥$~(ty widths exceed
30'. See Std.· Plan F-3 fo.r sidewolk detoil!l.-
3. C!Arb qr1,;f gutter shown, see the C:oritracl, Piohi-for ~e
curb design specl1ied. Seti: Std. Pion F'-1 for curb dett'u1s.
4. Avof.d pfacing druir,uge slniCtUi'ttS. junc;_Uo"11 f;,~:,it:s o'r othi.:i
ob.s.tl'.ucUon-s 1o front of-drlveway entrances.
DA SION p
---_______ , ____ . -------------·--· ·----
CEMENT CO!ICRETE DR!VEWA.Y ENTIWIC!,:_
TYPES l, 2, 3, II: 4
Sheet 1 OF 6
ADOP'fED
CJTt OF RBNTON
sr.AJffl~ PUNS
IS.f_ PATJ;: 04/04
DWG. NAME: f004 SP PAGE: f004
''(. -\:_ ...
I I' 'f 1
t
-+-++--~ + -~-¥f-t-
..• .,. . -· ~-:-:
I
PLAII ~IEW
DATE
••
SLOPE RP\INOING ,-.,
!M-iEN .Sf[CIFIED
IN CONTRACT
FOSTER SHORT PI_AT
SE OF SECTION 19, TOWNSHIP 23, RANGE 05, W.M.
C
NOJE$i
1. :~,i';9: 1_0,1.ti:ts; t,o:.~_-:Coris.triJct.a-:1 ~f301fl·-_c;Q~e-t0:-~}l?Er~ tn_'.
_,:;_~~9r:_dpf\,ei(·~-H.!) -.-~~.TMt c., __ 14::ut\l etss ,ntri!f.'*l s,:, -sho_wn. im -.,.
tfie ,-:> I_ cin1 _:_or. ·!'19:t,d "h'l 0' .tt\(L St<Jn~t.t :Sp~q1 f.1cot (MS.
2. tv.i.~:t.ft/~J.f· s.Yi:~ i$_·e(Jl(G1 °_t;o· riu_'f1et p·Jpe _OOhi.dE-·
~\Q~-,~~<J?_I~~ ~r,~-~ _'ltjl~_"',-__t~L_! :thl_l?~neo.a:,--:.:
3._ l:C:t\flt;Cf\1;,10 't.~>''ci9ll,~t-'_lli~)i:b,-:moft_a.r.~p.-Ontl tnorJEl
f.!'1sh wi'tt,. tnsl.<:!Jf-of-ttw:'o,:eg· \nlt\.t-··1,((11-1. · '
s.. Y'.he:: gr-~rtf -~hJ:11-1 ::~4-;e,:~$i_O.ts 0;. t~~(~s1 tti-Jt\co~fis,.+;,r_t"0;e
SO;. Open_ QC~ ·:1f_Qr d_r t;i i r,9_g8_~ ) I) 1,.0:t. :t,;e_ %@,t,11,"'of~_e :,
~MU _be: (1n1.shec? to -C!'C!SJ.!_r"e:.qon·:'rO\:lj'. ins,}f.tJ/~MI)
or:t't p95_1_tlan~ ·--,·:· ·
:~ -·-;
EXPANSION ~!)INT IN B0tl1
CURB: AND Sf01::WALK
JOINT AND FINISH
DETAIL
VARIES .(~& CONlfMCl)
SJDEWAl,,l{ ~AY BE·AQ.[ACENT
TO A WAU. (SEE._ QElAJL)
$0EWALK
VARIES-~ .G' -O"_ MIN'.
(Sf:E CONTRACT)
1/2• R .. (TYP.)
-3!-
1/4" PREMOlQEO
JOINT Fll.l.ER
C£"'ENJ CONCRE:1£ S10EW'ALK
ADJACENT TO CUflB
r,,ut~rt pipe
A "
,It" h ID
G" 12" , .. 18"
12" .?4"
. . '
-T.41!.LE j
AREA INLET
; .• :,--,. ;,,,;c_t:.,-• .,:
BROOMED FINISK
4 .. WIOE, SMOV IH
TROwElEO PERIMETER
CURB NOT
INCLUOED
IN BIP ITEM
CEIIEl'T COl'CRETE SJDEW-ALK
SHEET 1 OF 3
ADOPTED
cm or .Rm"ON
·STANDARP PLANS
(Er DATE; 0.4/04
BY R OWG. NAME: mos SP PAGE: F005
---·-··---==---~------·-------~------~ , -····-1
~-
f
.
TWO LANE ~OAD))ttS\'.i.
MARKER TO .IND!OA]lO.
WHfCH SIDE OF Sllli;;'.T
HYDRANT. IS ON (4'. fflOM-
OOTS OR. .PAINTED UN,E}
FOUR LANE R.OAD OFFSET
MARKER TO INOICA Tl;'. WHIGf!
SI.DE OF SlllEET HYDRANT IS
ON (4" FROM DOTS OR
PAINTED LANE:_ DIVIDER)
=
f--4'
RAISEO PAVMENT MARKER TYP.E. 88 AS
S11MS0NITE TWO-WAY (BWE)
HYDJMNI MARKERS
,--
ON S10E STRE'ETS WHERE lHE
HYDRANT IS 'MlHIN 20' OF A
MAIN TRAVELED STRttT, 'fHE
MARKER IS TO BE INSTALL.ED
ON THAT MAIN _STREET
'·
HY!)RANT MARKERS
ADOPTED
cm OF .Rml'ON
!fl'Ai.!j;i,mu pi..Am,:
WT D41'6f 04/o•
DAT ION PR DWG. NAME: 8103 SP PAGE: B103
, 1_6~ _ TO '1.ri' ,BEHIND BACK Pf'
CUR;t,.QR·lT-Ba-ilNP SACK qf .· miraAU< llfAY·1s AQJACENT·tQ
4.675' . .111 5"' STORZ·
.,-WO.,.PIECE CAST IRON '/N,,VE SO)( WITH UIG T'fPE CO.Y:E.R,
.EQUAL TO·Ol.,.YMP\C· ,FOU~ORY .. CO. STAN!JARO B" TOP S£C110N
'Mn-I REGULAR BASE-·.SECTI0t<1",4NG1H TO m. VAl\lE NUT
EXIDIISK»f AS. REQUIREO (S& OWG-81H6 / PACE 8090),
~ RAISW .PAVE'.M.ENT-1'.!MKEff. T'fPt; 88
/ A8 ST1M$0N1Tt TWO-WAY BLUE.
CONCRE.:rE BLOCKING
MAIN UNf TEE. VJtYH 6"· FV,N_G; S1_?~ .':~-J~t::~'.'. ;-
e• -GATE VALVE (FL X. M°J-) AVN/A ~5qv,;i$'i_µ·q,tt:;S(Af ·, ·
\ .
··_ °"_ qJJLE· 1-RON PIPE,. ·. blA_SS ~2 .-CEM_. -.· _EN_.-_. r_J.tl11l_. -_·:_ :."-~·_\~_-.~~ifrJP_':<_'.i_h~;/:_ 2-3/4" COR-Ta<Sl!:a TIE RODs,:m: SlO;QqAi!!J<91'}11£·Rqo; .
• ''<-' -·,-:· .. ' .
-1/2:, Y,WO -WASHED· ORAIN: ROCK .(;r'TO. 3/8") ·MIN.
1' I\SOIJE: ·BOOT A.ANOE. Pl.ACE a' MIL
POt.'\'tTHlle:HE ALM AROllN() lOP iJitO .SI.DES .OF' GRAVE\.. . --.
FIRE HYDRANT ASSEMBLY
L£VE:L ALL GROUND
UIM 3' RADIUS
4.8?5-" X 5~
STORZ
ONE MAN ROCK
LEVEL ALL GROUND nll< l' RADIUS
RECOMMENDED FOR APPROVAL
BY: DATE:
BY: DATE:
BY: DATE:
CHECKED FOR COMPLIANCE TO
HYDRANT LOCATION IN CUT OR FILL FIRE HYDMNT J\SSEIIBLY Df;TAIL
ADOPTED
BY:
CITY STANDARDS
DATE:
BY: DATE:
cny OF ·JOOfl'ON BY: DATE:
$'l'~l'~
I.Br DATJ'.i: 04/04 NOTE:
0A E RE: SION. PR OWG. NAME{ B102 SP PAGE: 81.02
EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. IT SHALL
BE THE THE CONTRACTOR'S RESPONSJBIUlY TO DETERMINE THE EXAVT
VERTICAL AND HORIZONTAL LOACATION OF ALL EXISTING UNDERGROUND
UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION
IS MAHE THAT ALL EXISTING UTILITIES ARE SHOWN HERON. THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPER
LOCALTION.
·----------· -----·-----------------
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PATRICK HARRON &
\ASSOCIATES, LL_c}
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Patrick Harron &
Associates, LLC
Engineering
Planning
14900 Interurban Ave. S.
Suite Number 279
Seattle, WA 98168
T 206.674.4659
F 206.674.4660
PROJ.NO. DSN. 6Y:
05123 KSO
OWN.BY: CHK.BY,
KSO BGH
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5CALE:
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-------CITY~-----
JLJL 1 O 2006
RECEIVED
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/
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FOSTER SHORT PLAT
SE OF SECTION 19, TOWNSHIP 23, RANGE 05, W.M.
,
/
END SEEDING /
/
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PLANT 2-TREES PER LOT AS SHOWN.
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----------------------------------------------------------------------------------------------1
2 STRAND TWISTED 14 GAUGE
GALVANIZED WIRE ENCASED IN
1'' DIAMETER RUBBER HOSE.
STAKE ABOVE FIRST BRANCHES
2-2"X2" WOOD
STAKES DRIVEN
FIRMLY INTO
SUB GRADE
FORM WITH 3"
CONTINUOUS BERM
SET TOP OF SOIL
AT NURSERY OR
EIGHT IN CAN
REMOVED BURLAP
6" COMPACT MOUND OF
BACK FILL MATERIAL
TREE PLANTING DETAIL
N. T.S.
PLANT LEGEND
TREES:
Prunus serrulata "Kwanzan" -Kwanzan Cherry
STELLER PINK DOGWOOD CROSS (CORNUS FLORIDA X C. KOUSA)
CASCADE SNOW CHERRY (PYRUNUS 'BERRY')
TREE PLANTING SECTION MAY BE CHANGED FROM THOSES
CALLED OUT ON PLAN TO THOSE SHOWN ON LIST ON LEFT
SIDE OF THIS SHEET WITH APPROVAL, FROM THE CITY PRIOR TO PLANTING
>' •'-'-'·'-"~,.-,• F
', ---<-,·-;
OFF-SITE LANDSCAPING
SEED RIGHT-OF-WAY FROM PROPERTY LINE TO EDGE OF ASPHALT.
ECO TURF MIXTURE (DRAUGHT RESISTANT)
80% RYE GRASS
20% -ENGLISH DAISY
YARROW
STRAWBERRY CLOVER
BLUE EYES
ALSSUM
SEED AT 2 LBS. PER 1000 S.F.
RECOMMENDED FOR APPROVAL
BY: DATE: ·---------· -----
BY: DATE: -----
BY: DATE: -----
CHECKED FOR COMPLIANCE TO
CITY STANDARDS
BY.~· _________ .DATE:. ____ _
BY: DATE:. ____ _
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PATRICK HARRON &
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Patrick Harron &
Associates, LLC
Engineering
Planning
14900 Interurban Ave. S.
Suite Number 279
Seattle. '\NA 98168
T 206.674.4659
F 206.674.4660
PROJ.NO.
05123
OWN.BY:
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Bl!lli"@R;g YOU DI@
:!!.=8@Qls4~~=S!...S~
BY: DATE: ,---i-=-:..:::==========:.:.:.::======-l OATE: 01.16.06 NOTE:
EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. IT SHALL
BE THE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXAVT
VERTICAL AND HORIZONTAL LOACATION OF ALL EXISTING UNDERGROUND
UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION
JS MAHE THAT ALL EXISTING UTILITIES ARE SHOWN HERON. THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPER
LOCALTION.
SCALE:
1"=20'
o, 8 I
DEV~T-\<.f MENT PLANNING j ·-----------___________________ ,. _____________ .,. ---·--·-----·--------·--·-·------------------·-----., _.OF.HENroN----.. ·-··-·---·---
JUL Io 2006
RECEIVED
SE
LEGAL DESCRIPTION
LOT 22 OF RENTON CO-OP COAL COMPANY'S ACRE TRACTS, AS PER PLAT
RECORDED IN VOLUME 9 OF PLATS, PAGE 21, RECORDS OF KING COUNTY
AUDITOR;
EXCEPT 7HE £AST 191.53 FEET.
SITUATE IN 7HE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
DECLARATION OF SHORT SUBDIVISION
KNOW ALL PERSONS BY 7HESE PRESENTS TflAT M; THE UNDERSIGNED,
HA I/ING AN INTEREST IN 7HE REAL PROPERTY DESCRIBED BY 7HIS
DECLARATION, DO HEREBY DECLARE 7HE f/EREfN DESCRIBEO DIVISION OF LAND.
IN Vt1TNESS WHEREOF, Hf SET OUR HANDS AND SEALS THIS __ DAY
OF 200_.
DOUGLAS J. BRIGGS JR
JOANNE MARY BRIGGS
JAMES ANDREW MILLER
WALTER MILLER
AUDITOR'S CERTIFICATE
1/4
FILED FOR RECORD AT THE REQUEST OF DA I/ID R. DOltNING. 7HIS DAY OF
---~ 2D~ AT MINUTES PAST_ M., AND RECORDED IN VOL
__ OF SHORT PLATS, PAGE(S) RECORDS OF KING COUNTY, WASHINGTON
AUDITOR, SNOHOMISH COUNTY
BY:---------------
DEPUTY COUNTY AUDITOR
OF
FOSTER
SHORT PLAT
THE SE 1/4
RENTON,
TWP. 23N.,
WASHINGTON.
OF SECTION 19,
KING COUNTY,
RESTRICTIONS:
1. 7HIS PLAT IS SUBJECT TO A PUBLIC UTIUTY EASEMENT RECORDED UNDER
AF NO 7905311019.
Z THIS PLAT JS SUBJECT TO A SEWER CHARGE RECORDED UNDER
AF NO 8204190336.
PLANNING/BUILDING/PUBLIC WORKS APPROVAL
EXAMINED AND APPROVED THIS_ DAY OF 20
PLANNING/BUILD/NC /PUBLIC WORKS ADMINISTRATOR
KING COUNTY ASSESSOR APPROVAL
KING COUNTY ASSESSOR
DEPUTY KING COUNTY ASSESSOR APPROVAL
EXAMINED AND APPROVED THIS_ DAY OF_~ 20 _
DEPUTY KING COUNTY ASSESSOR
LAND SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THE FOSTER SHORT PLAT IS BASED UPON AN ACTUAL SURVEY
AS REQUIRED BY STA TE STA TUT£):· THAT 7HE DISTANCES. COURSES AND ANGLES ARE
SHOWN THEREON CORRECTLY; THAT THE MONUMENTS SHAU BE SET AND LOT AND
BLOCK CORNER SHALL BE STAKEO CORRECTLY ON 7HE GROUND, THAT I FULLY COMPUED
'&TH THE PROVISIONS OF Tf/E STATE AND LOCAL STATUTES AND REGULATIONS
GOVERNING PLA mNG.
.$H@7
DATE
~~~ 17068
REGJSTEREDP SSIONAv REG1sTRA110N No.
LAND SURVEYOR
RNG.
LUA-06-038
LND
5E. W. M.,
STATE OF WASHINGTON } ) ss
COUNTY OF SNOHOMISH }
I CERTIFY 7HAT I KNOW OR HAVE SATISFACTORY EVIDENCE 7HAT DOUGLAS J.
BRIGGS JR IS 7HE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON
ACKNOWLEDGED 7HAT HE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO
BE HIS FREE AND VOLUNTARY ACT FOR 7HE USES AND PURPOSES MENTIONED IN
7HE INSTRUMENT.
DATED: ------
SIGNATURE: -,-.---------(PmNT NAME} ___________ _
NOTARY PUBUC IN AND FOR THE STATE OF WASHINGTON
RESIDING AT ___________________ _
MY APPOINrMENT EXPIRES __________ _
STA TE OF WASHINGTON } ) ss
COUNTY OF SNOHOMISH }
I CERTIFY 7HAT I KNOW OR HAVE SATISFACTORY EVIDENCE 7HAT JOANNE MARY
BRIGGS IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON
ACKNOWLEDGED Tf/AT Sf/£ SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO
BE HER FREE AND VOLUNTARY ACT FOR Tf/E USES AND PURPOSES MENTIONED IN
THE INSTRUMENT.
DATED: ------
SIGNATURE: ::c-----------
(PmNT NAME} ~-,-----cc---=-c---=------
NOTARY PUBLIC IN AND FOR 7HE STATE OF WASHINGTON
RESIWNGAT _______________ ~----
MY APPOINTMENT EXPIRES __________ _
STA TE OF WASf/lNCTON ) ) ss
COUNTY OF SNOHOMISH )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE 7HAT JAMES ANDREW
MILLER IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON .
ACKNOWLEDGED THAT HE SIGNED 7HIS INSTRUMENT AND ACKNOWLEDGED IT TO
Bf HIS FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN
TH£ INSTRUMENT.
DATED: ------
SIGNATURE:~---------(PRINT NAM£}. _________ _
NOTARY PUBUC IN AND FOR THE STATE OF WASHINGTON
RESIDING AT MY APPOINTM-:-::EN:-T--E.-::-X.""PIR._'£_S----------------
STA TE OF WASHINGTON } ) ss
COUNTY OF SNOHOMISH )
I CERTIFY THAT I KNOW OR HAVE SAllSFACTORY EVIDENCE THAT WALTER M!llER
IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED
THAT HE SIGNED 7HIS INSTRUMENT AND ACKNOMEDGED IT TO BE HIS FREE AND
VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN 7HE INSTRUMENT.
DATED: ------
SIGNATURE: ~---------
PLAN REV!E1 , crrv OF RENT',
(PRINT NAME)_.,.....,.,. _________ _
NOTARY PUBUC IN AND FOR THE STATE OF WASHINGTON MAY 3 1 2001 RESIDING AT ___________________ _
MY APPOINTMENT EXPIRES f-=IECE[VEiJ
FOSTER SHORT PLAT
SE 1/4 OF THE SE 1/4 OF SECTION 19, TWP. 2JN., RN(!, 5£. W.M.,
RENTON, KING COUNTY. WASHINGTON.
SURVEYOR: 3b0 -<b'.J6 -9'C)53 FA'f.
DAVID R. DOWNING & ASSOC., INC.
SHEET
PROFESSIONAL LAND SURVEYOR
4229 76th ST. N.E.
MARYSVILLE, WA. 98270 (360) 653-5385
JOB NO. 05-129 DRAWN BY DDD
DATE 5/1/07 FIELD BOOK 94 & 117
\
1
Off
I
SE 1/4 OF THE SE 1/4
RENTON,
FOUND CONCRETE MONUMENT
WITH TACK IN LEAD
@--S88V3'58"£(R)
27.76'(R)
I
I
I <'s ·Oo,
i
I
I
I
FOSTER
SHORT PLAT
OF SECTION 19,
KING COUNTY,
LUA-06-038
TWP. 23N.,
WASHINGTON.
S88VO'J4"E 99.66'
RNG.
I ---
I
I
1
5,584 sq. ft.
~-------------~S8,~'8~VD~'2~73"E:_ _____________ j
r ill~ ~
~
2
6,786 sq. ft.
r-----------------!:±N8~'8~VD~'2~'2q·w~----------------lt m~ ~
~ <:
3
7,981 sq. ft.
---------------~-----r-----------------
N88VOtJ7' •wtR1 UTILITIES EASEMENT
"\I I AF NO 790531/019
S8BV0'07t(R)
5E.
---
;
15.00' PUBLIC
27.75'(R) -7------------S88~m~------....::~:.Jc=~Jr7-------------L
/ / 171.76' ------
.?~Oo,
' II
11· I
I
FOUND CASED 4X4 CONCRETE
MONUMENT 111TH 1 5/8" BRASS
DISK AT THE INTERSECT/ON OF
23RD &: TALBOT
I
20 0 20 ~---I
( IN FEET)
1" = 20'
LUA-06-038
LND _________ _
W. M.,
NOTES:
1. INSTRUMENT DATA -LIETZ 4 {5" DIRECT READING)
2. RELD METHOD USED -TRAVERSE
3. METHOD OF ADJUSTMENT -NONE
4. MONUMENTS VISITED -11/8/06
5. * BASIS OF BEARING -N27'43'29"E -ASSUMED
THE CENTERLINE OF TALBOT ROAD SOUTH
6. REFERENCE MATERIALS -
THE RECORD OF SURVEY FOR NORMAN GOW
RECORDED UNDER AF NO 8305169003
7. PRECISION OF TRAVERSE CLOSURE MEETS OR EXCEEDS
STANDARDS REQUIRED BY WAC-332-130-090
LEGEND
• SET 1/2" X 24" IRON ROD 111TH CAP NO. 17068
@ MONUMENTS FOUND AS NOTED
0 FOUND 1/2" REBAR AND CAP STAMPED m!AD LS
22383, 18094, 22335, 21402
(R) DISTANCE OR BEARING (ROTATED 1'5J'47• CLOCKWISE)
FROM THE RECORD OF SURVEY FOR NORMAN GOW
RECORDED UNDER AF NO BJ05/69003
FOSTER SHORT PLAT
SE 1/4 OF THE SE 1/4 OF SECTION 19, TWP. 2JN., RNG. 5£ W.M.,
RENTON, KING COUNTY. WASHINGTON.
SURVEYOR:
DAVID R. DOWNING & ASSOC., INC.
PROFESSIONAL LAND SURVEYOR
4229 76th ST. N.E.
MARYSVILLE, WA. 98270 (360} 653-5385
JOB NO. 05-129 DRAWN BY DDD
DATE 5/1/07 FIELD BOOK 94 & 117
SHEET
2
OF
2
SE
LEGAL DESCRIPTION
LOT 22 OF RENTON CO-OP COAL COMPANYS ACRE TRACTS, AS PER PLAT
RECORDED IN VOLUME 9 OF PLATS, PAGE 27, RECORDS OF KING COUNTY
AUDITOR;
EXCEPT THE EAST 191.53 FEET.
SITUATE IN Tl-IE CITY OF RENTON, COUNTY OF KING. STATE OF WASHINGTON.
DECLARATION OF SHORT SUBDIVISION
KNOW ALL PERSONS BY THESE PRESENTS THAT Kf, THE UNDERSIGNED,
HAVING AN INTEREST IN THE REAL PROPERTY DESCRIBED BY THIS
DECLARATION, DO HEREBY DECLARE THE HEREIN DESCRIBED DIVISION OF LAND.
IN VrfTNESS WHEREOF, M' SET OUR HANDS AND SEALS THIS __ DAY
OF 200_.
DOUGLAS J. BRIGGS JR
JOANNE MARY BRIGGS
JAMES ANDREW MILLER
WALTER MILLER
AUDITOR'S CERTIFICATE
1/4
ALEO FOR RECORD A T THE REQUEST OF DAVID R. DOWNING. THIS DAY OF
____ 20____, AT __ MINUTES PAST_ M., AND RECORDED IN VOL
__ OF SHORT PLATS. PAGE{S) RECORDS OF KING COUNTY, WASHINGTON
AUDITOR, SNOHOMISH COUNTY
BY: ---------------
DEPUTY COUNTY AUDITOR
OF
FOSTER
SHORT' PLAT
THE SE 1/4
RENTON,
[TWP. 23N.,
WASHINGTON.
OF SECrfION 19,
KING COUNTY,
RESTRICTIONS:
1. THIS PLAT IS SUBJECT TO A PUOLIC UTILITY EASEMENT RECORDED UNDER
AF NO 7905311019.
2. THIS PLAT IS SUBJECT TO A SEWER CHARGE RECORDED UNDER
AF NO 8204190336.
PLANNING/BUILDING/PUBLIC WORKS APPROVAL
EXAMINED AND APPROVED THIS~ DAY OF 20
PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR
KING COUNTY ASSESSOR APPROVAL
EXAMINED AND APPROVED/7/ilS.\; DAY OF_~ 20 _.
KING COUNTY ASSESSOR
DEPUTY KING COUNTY ASSESSOR APPROVAL
EXAMINED AND APPROVED THIS __ DAY OF_~ 20
DEPUTY KING COUNTY ASSESSOR
LAND SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THE FOSTER SHORT PLAT IS BASED UPON AN ACTUAL SURVEY
AS REQUIRED BY STATE STATU/[S; THAT THE DISTANCES, COURSES AND ANGLES ARE
SHOWN THEREON CORRECTLY; If/AT THE MONUMENTS SHALL BE SET AND LOT AND
BLOCK CORNER SHALL BE STA/(£0 CORRECTLY ON THE GROUND, THAT I FULLY COMPLIED
WITH THE PROVISIONS OF THE STATE AND LOCAL STATUTES AND REGULATIONS
GOVERNING PLA mNG.
ffiWT
DATE ~ P S~ONAL7 REGl~~~!~ON NO
LAND SURVEYOR
RNG.
LUA-06-038
LND
5E. W. M.,
STA TE OF WASHINGTON ) ) ss
COUNTY OF SNOHOMISH )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT DOUGLAS J.
BRIGGS JR IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON
ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO
BE HIS FRff AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN
THE INSTRUMENT.
DATED: ------
SIGNA TUR£: -.,-----------(PmNT NAME} ___________ _
NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON
RESIDING AT MY APPOINTM.:::'EN::-::T:-E=-Xi=P1R='ES=-----------------
STA TE OF WASHINGTON ) ) ss
COUNTY OF SNOHOMISH )
I CERTIFY THAT I KNOW OR HA VE SATISFACTORY EVIDENCE TJ-IAT JOANNE MARY
BRIGGS IS THE PERSON WHO APPEARED BEFORE ME. AND SAID PERSON
ACKNOWLEDGED THAT SHE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO
BE HER FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN
THE INSTRUMENT.
DATED: ------
SIGNATURE :-c----------(PRINT NAME} __________ _
NOTARY PUBLIC IN AND FOR Tl-IE STATE OF WASHINGTON
RESIDING AT MY APPOINTM,-:-Ei--NT=-EX.-PIR_'E_S _______________ _
STA TE OF WASHINGTON ) ) ss
COUNTY OF SNOHOMISH )
I CER77FY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT JAMES ANDREW
MILLER IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON
ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT ANO ACKNOWLEDGED IT TO
Bf HIS FREE AND VOLUNTARY ACT FOR Tl-IE USES AND PURPOSES MENTIONED IN
THE INSTRUMENT.
DATED:------
SIGNATURE: ::,;-----------(PR~T NAMQ __________ _
NOTARY PUB/JC IN AND FOR THE STAT£ OF WASHINGTON
RESIDING AT MY APPOINTM.,-,fN __ T_£_X~-IR_'£_S _______________ _
STA TE OF WASHINGTON ) ) ss
COUNTY OF SNOHOMISH )
I CERTIFY THAT I KNOW OR HA VE SATISFACTORY EVIDENCE Tl-IA T WALTER MILLER
IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED
THAT HE SIGNED THIS INSTRUMENT AND ACKNO'ltf.EDGED IT TO BE HIS FREE AND
VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMEN"ff'LAN REVI E'r ,
CITY OF RE:NTClt-,
DATED:------
SIGNATURE' MAY 3 1 2007 {PRINT NAME::.J----------
NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RECEIVE[) RESIWNGAT ___________________ _
MY APPOINTMENT EXPIRES __________ _
FOSTER SHORT PLAT
SE 1/4 OF THE SE 1/4 OF SEC770N 19. TWP. 23N., RNG. 5£ W.M.,
RENTON, KING COUNTY, WASHINGTON.
SURVEYOR: 3b0-<b~ -?'()5.3 FA'f
DAVID R. DOWNING & ASSOC., INC.
PROFESSIONAL LAND SURVEYOR
4229 76th ST. N.E.
MARYSVILLE, WA. 98270 {360) 653-5385
JOB NO. 05-129 DRAWN BY DDD
DATE 5/1/07 FIELD BOOK 94 & 117
SHEET
1
OF
2
SE 1/4
I
I
OF THE SE 1/4
RENTON,
I
FOUND CONCRETE MONUMENT
WITfl TACK IN LEAD
S88V3'58"E(R) ®----
21.76'(R)
I
I
I
I
I
I
i
I
I
FOSTER
TWP. 23N.,
WASHINGTON.
SHORT PLAT
OF SECTION 19,
KING COUNTY,
LUA-06-038
S88'00'34t 99.66'
RNG.
I I ---
I
I
I
I
I
I
I
1
5,584 sq. ft.
I ,--------------~S8~8~V~0'~21µ"[~-------------l
' WM ~
I
I
I
::!:
I
I
I
I
I
I
I
I
I
I
I
2
6,786 sq. ft.
r-----------------l!.M~'BB~v~o·~22p·wL ________________ Jt:
147.74' ~ l:::i
~ ~
3
7,981 sq. ft.
---------------------r-----------------I
I
I 1 15.00' PUBLIC
N88W'07' "WIRI UTILITIES EASEMENT "l' I AF NO 79053/1019
27.75cR) -7-------------smro!imy;;------~:.:~[=;~:--------------l S88VOV7"E(R)
/ / 171.76'
<..foo, i II
11· I
I
j
FOUND CASED 4X4 CONCRCTE
MONUMENT WITH 1 5/8" BRASS
DISK AT THE INTERSECTION OF
23RD &: TALBOT
I
20 0 20
~ ..... I
( IN FEET)
1" = 20'
----
''(;, ·~-------------·--
LUA-06-038
LND
5E. W. M.,
---.
---
NOTES:
1. INSTRUMENT DATA -LIETZ 4 (5" DIRECT READING)
2. AELO METHOD USED -TRA I/ERSE
3. METHOD OF ADJUSTMENT -NONE
4. MONUMENTS VISITED -11/8/06
5. * BASIS OF BEARING -N27'43'29"E -ASSUMED
THE CENTERLINE OF TALBOT ROAD SOUTfl
6. REFERENCE MATERIALS -
THE RECORD OF SURI/EY FOR NORMAN COW
RECORDED UNDER AF NO 8305169003
7. PRECISION OF TRA I/ERSE CLOSURE MEETS OR EXCEEDS
STANDARDS REQUIRED BY WAC-332-130-090
LEGEND
• SET 1/2" X 24" IRON ROD VATH CAP NO. 17068
@ MONUMENTS FOUND AS NOTED
0 FOUND 1/2" REBAR AND CAP STAMPED TRIAD LS
22383, 18094, 22335, 21402
(R) DISTANCE OR BEARING {ROTATED 1'5J'47• CLOCKWISE)
FROM THE RECORD OF SURVEY FOR NORMAN GOW
RECORDED UNDER AF NO 8305169003
FOSTER SHORT PLAT
SE 1/4 OF THE SE 1/4 OF SECTION 19, TWP. 2JN., RNG. 5£ W.M.,
RENTON, KING COUNTY, WASHINGTON.
SURVEYOR:
DAVID R. DOWNING & ASSOC., INC.
PROFESSIONAL LAND SURVEYOR
4229 76th ST. N.E.
MARYSVILLE, WA. 9B270 (360) 653-5385
JOB NO. 05-129 DRAWN BY DDD
DATE 5/1/07 FIELD BOOK 94 & 117
SHEET
2
OF
2
SE
LEGAL DESCRIPTION
LOT 22 OF RENTON CO-OP COAL COMPANr'S ACRE TRACTS, AS PER PLAT
RECORDED IN VOLUME 9 OF PLATS, PACE 27, RECORDS OF KING COUNTY
AUDITOR;
EXCEPT THE EAST 191.53 FEET.
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STA TE OF WASHINGTON.
DECLARATION OF SHORT SUBDMSION
KNOW ALL PEOPLE BY THESE PRESENTS THAT W£ THE UNDERSIGNED OWNERS
OF THE LAND HEREIN DESCRIBED, DO HEREBY MAKE A SHORT SUBDIVISION
THEREOF PURSUANT TO RCW 58.11.060 AND DECLARE THIS SHORT PLAT TO
BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID SUD/VISION
IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF
THE OWNERS.
IN WITNESS WHEREOF, M" SET OUR HANDS AND SEALS THIS ______ DAY
OF 200 __ .
DOUGLAS J. BRIGGS JR
JOANNE MARY BRIGGS
JAMES ANDREW MILLER
WALTER MILLER
AUDITOR'S CERTIFICATE
1/4
FILED FOR RECORD AT THE REQUEST OF DAVID R. DOWNING, THIS _____ DAY OF
-------20_ AT----MINUTES PAST ___ M., AND RECORDED IN VOL.
----OF SHORT PLATS, PAGE(S) ___ ___, RECORDS OF KING COUNTY, WASHINGTON
AUDITOR, KING COUNTY
BY: ----------------
DEPUTY COUNTY AUDITOR
OF
FOSTER
SHORT PLAT
THE SE 1/4
RENTON,
TWP. 23N.,
WASHINGTON.
OF SECTION 19,
KING COUNTY,
RESTRICTIONS:
1. THIS PLAT IS SUBJECT TO A PUBLIC UTILITY EASEMENT RECORDED UNDER
AF NO 7905311019.
CITY OF RENTON PLANNING/BUILDING/PUBLIC
WORKS APPROVAL
EXAMINED AND APPROVED THIS_ DAY OF _ __, 20 _
PLANNING/BUILD/NG/PUBLIC WORKS ADMINISTRATOR
KING COUNTY ASSESSOR APPROVAL
EXAMINED AND APPROVED THIS_ DAY OF_~ 20 _
KING COUNTY ASSESSOR
DEPUTY KING COUNTY ASSESSOR APPROVAL
EXAMINED AND APPROVED THIS _ DAY OF _ __, 20 _
DEPUTY KING COUNTY ASSESSOR
LAND SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THE FOSTER SHORT PLAT IS BASED UPON AN ACTUAL SUR'IEY
AS REQUIRED BY STATE STATUTE5;· THAT THE DISTANCES, COURSES AND ANGLES ARE
SHOWN THEREON CORRECTLY; THAT THE MONUMENTS SHALL BE SET AND LOT AND
BLOCK CORNER SHALL BE STAKED CORRECTLY ON THE GROUND, THAT I FULLY COMPLIED
'MTH THE PROVISIONS OF THE STA TE AND LOCAL STATUTES AND REGULATIONS
GO VERN/NG PLATTING.
I
REGISTERED PROFESSIONAL
LAND SURVEYOR 1
17068
REGISTRATION NO. DATE
RNG. 5E.
LUA-06-038-SHPL
LND-20-0462
W. M.,
STA TE OF WASHINGTON ) ) ss
COUNTY OF SNOHOMISH )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT DOUGLAS J.
BRIGGS JR IS THE PERSON WHO APPEARED BEFORE M£ AND SAID PERSON
ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO
BE HIS FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN
THE INSTRUMENT.
DATED: -------
SIGNATURE: --c-----------
{PRINT NAME).-:---------=-:=-----,----------
NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON
RESlmNGAT ____________________ _
MY APPOINTMENT EXPIRES ___________ _
STA TE OF WASHINGTON ) ) ss
COUNTY OF SNOHOMISH )
I CERTIFY THAT I KNOW OR HA VE SATISFACTORY EVIDENCE THAT JOANNE MARY
BRIGGS IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON
ACKNOWLEDGED THAT SHE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO
BE HER FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN
THE INSTRUMENT.
DATED: ______ _
SIGNATURE:
(PRINT NAME"'')----------
NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON
RESJmNGAT ____________________ _
MY APPOINTMENT EXPIRES ___________ _
STA TE OF WASHINGTON ) ) ss
COUNTY OF SNOHOMISH )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT JAMES ANDREW
MILLER IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON
ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO
BE HIS FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN
THE INSTRUMENT.
DATED: ______ _
SIGNATURE: ~fflNT~ME~')----------
NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON
RESIDING AT MY APPOINTM.-='EN::-::T=-E=x-=Pl=-'RE=-=s:-------------------
STA TE OF WASHINGTON } ) ss
COUNTY OF SNOHOMISH)
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT WALTER MILLER
IS THE PERSON WHO APPEARED BEFORE M£ AND SAID PERSON ACKNOWLEDGED
THAT HE SIGNED THIS INSTRUMENT AND ACKNOWf.EDGED IT TO BE HIS FREE AND
VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
DATED: -------
SIGNATURE: --c-----------
(PRINT NAME)
NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON
RESIDING AT ____________________ _
MY APPOINTMENT EXPIRES ___________ _
FOSTER SHORT PLAT
SE 1/4 OF THE SE 1/4 OF SECTION 19, TWP. 2JN., RNG. 5£ W.M.,
RENTON. KING COUNTY. WASHINGTON.
SURVEYOR:
DAVID R. DOWNING & ASSOC., INC.
PROFESSIONAL LAND SURVEYOR
4229 76th ST. N.E.
MARYSVILLE, WA. 98270 (360) 653-5385
JOB NO. 05-129 DRAWN BY DDD
DATE 8/7/07 FIELD BOOK 94 & 117
SHEET
1
OF
2
FOUND 1/2" IRON PIPE.
CITY OF RENTON SURVEY
CONTROL NETWORK POINT /476.
~
I
I
I
I
I
I
I
I
I
I
I
I
l
I
.~1-<o <::, ~l~ ;,I-<o -~ bl
\
\
\
\
\
\
\
\
\
\
SE 1/4
I
I
I
1i I t_? I
\ I
\ I
\ I
\ II
\;
;\
I \
I \ I
I
OF
I
I
I
FOSTER
SHORT PLAT
THE SE 1/4
RENTON,
TWP. 23N.,
WASHINGTON.
OF SECTION 19,
KING COUNTY,
LUA-06-038
I
I
I
I
I
FOUND CONCRETE MONUMENT
WITH TACK IN LEAD
I
I
I
@--S~'58"E{R)
21.76'(R}
I
I
I
I <S.0o,
I
I
I
RENTON CD-DP COAL
COMPANY'S ACRE TRACTS
LDT 23
SBBVO'.J4 "E 99.66'
LOT 1
5,584 sq. ft.
1906 T ALBDT ROAD S.
SBB'00'27"E
123.70'
LOT 2
6,786 sq. ft.
1910 T ALBDT ROAD S.
RNG.
1;;
o;
"I--
r----------------.J.M~'B<~Bvo~'22~·wL _______________ j t ™" ~ ~ ::;,,;
LOT 3
7,981 sq. ft.
1916 T ALBDT ROAD S.
-----
/ \ I ---------r-----------------
/ ?~.n,.., _/ Neevovrw/Rl uT1uT1Es EASEMENT
<v _(./ "l' / AF NO 7905311019
5E. W. M.,
-------
RENTON CD-DP COAL
COMPANY'S ACRE TRACTS
LDT 22
LUA-06-038-SHPL
LND-20-0462
NOTES:
1.
2.
J.
4.
5.
6.
INSTRUMENT DATA -LIETZ 4 (5" DIRECT READING}
FIELD METHOD USED -TRAVERSE
METHOD OF ADJUSlMENT -NONE
MONUMENTS VISITED -11/8/06
* BASIS OF BEARING -N27"4J'29"E -ASSUMED
THE CENTERLINE OF TALBOT ROAD SOUTH
REFERENCE MATERIALS -
THE RECORD OF SURVEY FOR NORMAN GOW
RECORDED UNDER AF NO 8305169003
7. PRECISION OF TRAVERSE CLOSURE MEETS OR EXCEEDS
STANDARDS REQUIRED BY WAC-JJ2-1J0-090
B. THE BOUNDARY FOR THIS PLAT HAS BEEN
CALCULATED BASED ON THE BOUNDARY SURVEY FOR
NORMAN GOW AS RECORDED UNDER AUDITOR'S FILE
NUMBER 8305169003.
LEGEND
e SET 1/2" X 24" IRON ROD WITH CAP NO. 17068
@ MONUMENTS FOUND AS NOTED
0 FOUND 1/2" REBAR AND CAP STAMPED TRIAD LS
22383, 18094, 22335, 21402
(R) DISTANCE OR BEARING (ROTATED 1"5J'4r CLOCKWISE}
FROM THE RECORD OF SURVEY FOR NORMAN GOW
RECORDED UNDER AF NO 8305169003
I
I
I
I
I
I
I
l
1 15.00' PUBLIC
I i 21.1s'(RJ 1 >----------~~iow~r---------L....:.~;;:------------L / seevo'orE{RJ 171_ 16 • I I <-f0o, ---j II
----PLAN REV}E.'
CITY Of F1EN fl
I
I
I
I
l
FOUND MONUMENT IN CASE.
CITY OF RENTON SURVEY
CONTROL NETWORK POINT
#1699.
.l~ I /~ j I
FOUND CASED 4X4 CONCRETE
MONUMENT WITH 1 5/8" BRASS
DISK AT THE INTERSECT/ON OF
2JRD &: TALBOT
RENTON CD-OP COAL
COMPANY'S ACRE TRACTS
LDT 21
20 0 ~--i
( IN FEET)
1" = 20'
20
I
A\Jf, 1 ~ 2007
RECE\VEJJ
FOSTER SHORT PLAT
SE 1/4 OF THE SE 1/4 OF SECTION 19, TWP. 2JN., RNG. 5£ W.M.,
RENTON. KING COUNTY. WASHINGTON.
SURVEYOR:
DAVID R. DOWNING & ASSOC., INC.
PROFESSIONAL LAND SURVEYOR
4229 76th ST. N.E.
MARYSVILLE, WA. 98270 (360) 653-5385
JOB NO. 05-129 DRAWN BY DDD
DATE B/7/07 FIELD BOOK 94 & 117
SHEET
2
OF
2
SE
LEGAL DESCRIPTION
LOT 22 OF RENTON CO-OP COAL COMPAN'f'S ACRE TRACTS, AS PER PLAT
RECORDED IN VOLUME 9 OF PLATS, PAGE 27, RECORDS OF KING COUNTY
AUDITOR;
EXCEPT THE EAST 191.53 FEET.
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
DECLARATION OF SHORT SUBDIVISION
KNOW ALL PEOPLE BY THESE PRESENTS THAT ltf; THE UNDERSIGNED OW-VERS
OF THE LAND HEREIN DESCRIBED, DO HEREBY MAKE A SHORT SUBDIVISION
THEREOF PURSUANT TO RCW 58.17.060 AND DECLARE THIS SHORT PLAT TO
BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID SUD/VISION
IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF
THE OWNERS.
IN lttTNESS WHEREOF, ltf" SET OUR HANDS AND SEALS THIS _____ DAY
OF 200 __ .
DOUGLAS J. BRIGGS JR
JOANNE MARY BRIGGS
JAMES ANDREW MILLER
WALTER MILLER
AUDITOR'S CERTIFICATE
1/4
ALED FOR RECORD AT THE REQUEST OF DAVID R. DOWNING, THIS _____ DA Y OF
---------20_ AT ____ MINUTES PAST __ M., AND RECORDED IN VOL.
______ OF SHORT PLATS, PAGE(S) ----RECORDS OF KING COUNTY, WASHINGTON
· AUDITOR, KING COUNTY
BY: ----------------
DEPUTY COUNTY AUDITOR
OF
FOSTER
SHORT PLAT
THE SE 1/4
RENTON,
SECTION 19, TWP. 23N.,
COUNTY, WASHINGTON.
OF
KING
RESTRICTIONS:
1. THIS PLAT IS SUBJECT TO A PUBLIC UTILITY EASEMENT RECORDED UNDER
AF NO 7905311019.
CITY OF RENTON PLANNlNG/BUILDING/PUBLIC
WORKS APPROVAL
EXAMINED AND APPROVED THIS_ DAY OF _ __, 20 _.
PLANNING/BUILD/NC/PUBLIC WORKS ADMINISTRATOR
KING COUNTY ASSESSOR APPROVAL
EXAMINED AND APPROVED THIS_ DAY OF _ ___, 20 _
KING COUNTY ASSESSOR
-.--
DEPUTY KING COUNTY ASSESSOR APPROVAL
EXAMINED AND APPROVED THIS_ DAY OF _ ___, 20 _.
DEPUTY KING COUNTY ASSESSOR
LAND SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THE FOSTER SHORT PLAT IS BASED UPON AN ACTUAL SURVEY
AS REQUIRED BY STA TE STATUTES,· !HAT THE DISTANCES, COURSES AND ANGLES ARE
SHOWN THEREON CORRECTLY; THAT !HE MONUMENTS SHALL BE SET AND LOT AND
BLOCK CORNER SHALL BE STAKED (,'QRRECTL Y ON THE GROUND, THAT I FULLY COMPLIED
lttTH THE PROVISIONS OF THE STA Tt AND LOCAL STATUTES AND REGULATIONS
GOVERNING PLA mNG.
REGISTERED PROFESSIONAL
LAND SURVEYOR
17068
REGISTRA TlON NO. DATE
RNG. 5E.
LUA-06-038-SHPL
LND-20-0462
W. M.,
STA TE OF WASHINGTON ) ) ss
COUNTY OF SNOHOMISH )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT DOUGLAS J.
BRIGGS JR IS THE PERSON WHO APPEARED BEFORE ME. AND SAID PERSON
ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO
BE HIS FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN
THE INSTRUMENT.
DATED: ______ _
SIGNATURE: -----------(PRINT NAME} __________ _
NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RES!mNGAT ____________________ _
MY APPOINTMENT EXPIRES ___________ _
STA TE OF WASHINGTON ) ) ss
COUNTY OF SNOHOMISH )
I CERTIFY THAT I KNOW OR HA VE SA TISFACTORY EVIDENCE THAT JOANNE MARY
BRIGGS IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON
ACKNOWLEDGED THAT SHE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO
BE HER FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN
THE INSTRUMENT.
DATED: -------
SIGNATURE: -----------
(PRINT NAME)-----------
NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON
RESIDING AT ____________________ _
MY APPOINTMENT EXPIRES ___________ _
STA TE OF WASHINGTON )
) 55
COUNTY OF SNOHOMISH )
I CERTIFY THAT I KNOW OR HA VE SATISFACTORY EVIDENCE THAT JAMES ANDREW
MILLER IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON
ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO
BE HIS FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN
THE INSTRUMENT.
DATED: -------
SIGNATURE: -,------------
(PRINT NAME)-----------
NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON
RESIDING AT MY APPOINTM,-EN_T_£_X._Pl-'R£_S ________________ _
STA TE OF WASHINGTON )
) ss
COUNTY OF SNOHOMISH}
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT WALTER MILLER
IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED
THAT HE SIGNED THIS INSTRUMENT AND ACKNOm.EDGED IT TO BE HIS FREE AND
VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. 1,
~;c'~
DATED: ______ _
SIGNATURE: -,------------(PRINT NAME) __________ _
NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON
RESIDING AT
x;>l\c;:\ ~"~ '?"~~\,\ .
l' C'"{ o'if, "\\\S\
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MY APPOINTMENT EXPIRES ___________ _
p.\\\)' , .,,.,(:;v
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FOSTER SHORT PLAT
SE 1/4 OF THE SE 1/4 OF SECTION 19, TWP. 23N., RNG. 5£. W.M.,
RENTON KING COUNTY. WASHINGTON.
SURVEYOR:
DAVID R. DOWNING & ASSOC., INC.
PROFESSIONAL LAND SURVEYOR
4229 76th ST. N.E.
MARYSVILLE, WA. 98270 (360) 653-5385
JOB NO. 05-129 DRAWN BY DDD
DATE B/7/07 FIELD BOOK 94 & 117
SHEET
1
OF
2
SE 1/4
FOUND 1/2• IRON PIP£
CITY OF RENTON SURVEY
CONTROL NETWORK POINT /416.
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FOUND MONUMENT IN CASE
CITY OF RENTON SURVEY
CONTROL NETWORK POINT
#1699.
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FOUND CASED 4X4 CONCRETE
MONUMENT WITH 1 5/8" BRASS
DISK AT THE INTERSECT/ON OF
23RD &-TALBOT
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OF
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FOSTER
SHORT PLAT
THE SE 1/4
RENTON,
OF SECTION 19, TWP. 23N., RNG.
KING COUNTY, WASHINGTON.
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FOUND CONCRETE MONUMENT
WllH TACK IN LEAD
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@--S~'58.E(R)
21.76'(R)
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LUA-06-038
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S88VO'J4"E
RENTON CO-OP COAL
COMPANY'S ACRE TRACTS
LDT 23
99.66'
LOT 1
5,584 sq. ft.
1906 T ALBDT ROAD S,
r-------------~S8,~B~V0~'2~l·"f'E _____________ j ~ wm ~
~
LOT 2
6,786 sq. ft.
1910 TALBOT ROAD S.
'
--------~---~----.:M~'BB~vo~'22t·'.!!w _______________ _jt
141.74' S'i i3
~ ~
LOT 3
7., 81 sq. ft.
T ALBDT ROAD S.
1·717j-r---"'l 1.00'PUBUC --------------
UT/LI /ES EASEMENT
AF NO 7905311019
SB8Va'orE(R)
5E. W. M.,
-------
LUA-06-038-SHPL
LND-20-0462
NOTES:
1. INSTRUMENT DATA -LIETZ 4 (s• DIRECT READING)
2. AELD METHOD USED -TRAVERSE
3. MElHOD OF ADJUSTMENT -NONE
4. MONUMENTS VISITED -11/8/06
5. * BASIS OF BEARING -N2T43'29•E -ASSUMED
THE CENTERUNE OF TALBOT ROAD SOUTH
-----~ -
RENTON CD-OP COAL
COMPANY'S ACRE TRACTS
LDT 22
6. REFERENCE MATERIALS -
THE RECORD OF SURVEY FOR NORMAN GOW
RECORDED UNDER AF NO 8305169003
7. PRECISION OF TRAVERSE CLOSURE MEETS OR EXCEEDS
STANDARDS REQUIRED BY WAC-332-130-090
8. THE BOUNDARY FOR THIS PLAT HAS BEEN
CALCULATED BASED ON THE BOUNDARY SURVEY FOR
NORMAN GOW AS RECORDED UNDER AUDITOR'S FILE
NUMBER 8305169003.
LEGEND
e SET 1/2" X 24• IRON ROD WITH CAP NO. 17068
@ MONUMENTS FOUND AS NOTED
0 FOUND 1/2" REBAR AND CAP STAMPED TRIAD LS
22383, 18094, 22335, 21402
(R) DISTANCE OR BEARING (ROTATED 1"53'4r CLOCKWISE)
FROM THE RECORD OF SURVEY FOR NORMAN GOW
RECORDED UNDER AF NO 8305169003
111.76' ------
RENTON CD-DP COAL
COMPANY'S ACRE TRACTS
LDT 21
20 0 ~---( IN FEET)
1n = 20'
20
I
EXPIRES:
FOSTER SHORT PLAT
SE 1/4 OF THE SE 1/4 OF SECTION 19, TWP. 2JN., RNG. 5£. W.M.,
RENTON. KING COUNTY. WASHINGTON.
SURVEYOR:
SHEET
DAVID R. DOWNING & ASSOC., INC. 2 ~
PROFESSIONAL LAND SURVEYOR
4229 76th ST. N.E.
MARYSVILLE, WA. 96270 (360) 653-5385 OF
JOB NO. 05-129 DRAWN BY DDD 2
DATE 8/7/07 FIELD BOOK 94 & 117