HomeMy WebLinkAboutLarge FormatA P NWOODS
A PORTION OF THE SE 1/4 OF THE SW 1/4 OF THE NE 1/4 ,SECTION 10, TWP. 23 N., RGE. 5 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
DEDICATION 1 CERTIFICATION
KNOW ALL PEOPLE BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY
SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO
HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND
DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY
PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN HEREON
IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE
PUBLIC ALL EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING
BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE
SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE
PUBLIC.
KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS IN FEE SIMPLE OF THE LAND HEREBY CERTIFY
THAT WE HAVE ESTABLISHED A HOMEOWNER'S ASSOCIATION TO BE KNOWN AS "ASPENWOODS NW HOMEOWNERS 'ASSOCIATION"
IN ACCORDANCE WITH WASHINGTON STATE LAW WHICH IDENTIFIES EACH LOT OF THIS PLAT AS A MEMBER OF SAID
HOMEOWNER'S ASSOCIATION.
UPON THE RECORDING OF THIS PLAT, TRACT 'A' IS HEREBY GRANTED AND CONVEYED TO THE ASPENWOODS NW HOMEOWNERS
ASSOCIATION (HOA) FOR A RETENTION / DETENTION AREA. ALL NECESSARY MAINTENANCE ACTIVITIES FOR SAID TRACT WILL
BE THE RESPONSIBILITY OF THE HOA. IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS
PROPERTY TAX OBLIGATIONS, AS EVIDENCED BY NON PAYMENT OF PROPERTY TAXES FOR A PERIOD OF EIGHTEEN (18)
MONTHS, THEN EACH 'LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN THE
TRACT PR VIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES.
-� ITS: _SGL liLv C * U4LOe Lf-
H RBOUR tHESfIwA,, TITLE
----- ITS:
U.. BANK N.A. TITLE
ACKNOWLEDGEMENT
STATE OF WASHINGTON )
) COUNTY OF SS _-!� ---)
CERTIFYIKNOW OR HAD SATISFACTORY
EVIDENCE Tor N_� PERSON
WHO APPEARED BEFORE ME, ANDSAID PERSONACKNOWLEDGEDTHAT HE31�D `� INSTRUMENT, ON OATH
STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE
e[,rOlr' V y-eaSu.X'tr__OF HARBOUR HOMES, INC. TO BE THE FREE AND VOLUNTARY ACT OF
SUCH PARTY FOE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
DATED--_wwbur _
`� SIGNATURE OF NOTARY PUBLIC
co
� ��e�`%' PRINTED NAME__l-An _ - _� `0.�
:UiC 3 TITLE
� •� r . $g9� RESIDING AT__ Y�(�
ss ®� �- -------------
MY APPOINTMENT EXPIRES_____ _D-7
i a ------
STATE OF WASHINGTON
) SS
COUNTY OF---I-C--------)
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT/9e�'_�_J �TINIS THE PERSON
WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT, ON OATH
STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE
V - Ie.g �izL-s_OF U.S. BANK N.A. TO BE THE FREE AND VOLUNTARY ACT OF SUCH
PARTY FOR THE USES. AND PURPOSES MENTIONED IN THE INSTRUMENT: O/
SIGNATURE OF NOT RY PUB
PRINTED NAME
4 Sr TI TILE1ti-cJ----
�� �}7'.r+ RESIDING AT__
ttwc�ri MY APPOINTMENT EXPIRES__
EASEMENT PROVISIONS
AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO PUGET SOUND ENERGY COMPANY, U.S. WEST COMMUNICATIONS,
GROUP W CABLE TELEVISION OR ANY OTHER TELECOMMUNICATIONS OR CABLE PROVIDER AND WATER DISTRICT 90 (WATER) AND
THE CITY OF RENTON (SEWER AND SIDEWALK), AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE
EXTERIOR TEN FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS IN WHICH TO INSTALL, LAY,
CONSTRUCT, RENEW, OPERATE AND MAINTAIN SIDEWALK AND UNDERGROUND CONDUITS, MAINS, CABLES AND WIRES WITH
NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH
ELECTRIC, TELEPHONE, GAS AND UTILITY SERVICES. TOGETHER. WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR
THE PURPOSE HEREIN STATED. ALSO EACH LOT SHALL BE SUBJECTTO AN EASEMENT 2.5 FEET IN WIDTH, PARALLEL WITH
AND ADJACENT TO ALL INTERIOR LOT LINES FOR THE PURPOSES OF UTILITIES AND DRAINAGE. THESE EASEMENTS ENTERED
UPON FOR THOSE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION.
NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC OR FOR TELEPHONE USE, OR FOR CABLE TELEVISION, FIRE OR
POLICE SIGNALS, OR OTHER PURPOSES, SHALL BE PLACED OR PERMITTED TO BE PLACED UPON ANY LOT OUTSIDE THE
BUILDING THEREON UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT TO THE BUILDING.
THE DRAINAGE FACILITIES LOCATED WITHIN THE PRIVATE EASEMENTS SHOWN ON THE PLAT SHALL BE OWNED, OPERATED, AND
MAINTAINED BY THE OWNERS OF EACH LOT.
THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER SAID EASEMENTS TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE
FACILITY IN THE EVENT THE OWNER(S) IS/ARE NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPAIRS
SHALL BE AT THE OWNER'S COST.
ACCESS EASEMENT 'A' SHALL BE FOR THE JOINT AND EXCLUSIVE USE OF THE OWNERS OF LOTS 7, 8, AND 9 AND IS FOR THE
PURPOSE OF INGRESS, EGRESS, AND UTILITIES OVER, UNDER AND ACROSS SAID EASEMENT AS SHOWN ON SHEET 4 OF 4.
ONLY ONE CURB CUT FOR DRIVEWAY PURPOSES SHALL BE PERMITTED ALONG THE STREET FRONTAGE OF LOT 7 AND IT SHALL
BE LOCATED ONLY IN THE EASEMENT AREA. THE OWNERS OF LOTS 7, 8, AND 9 SHALL SHARE EQUALLY IN THE MAINTENANCE
OF SAID EASEMENT. ACCESS FOR LOTS 7, 8 AND 9 SHALL BE FROM ACCESS EASEMENT "A'.
DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS
THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS ARE FILED UNDER A SEPARATE DOCUMENT UNDER
RECORDING NUMBER_______________, RECORDS OF KING COUNTY, WASHINGTON.
DECLARATION OF COVENANT
THE OWNER OF THE LAND EMBRACED WITHIN THIS PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS
SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW
EASEMENT(S) SHOWN ON THIS PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR ANY SUBDIVISIONS
THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS PLAT.
PROJECT DATA
TOTAL AREA: 8.15 ACRES
PROPOSED NUMBER OF LOTS 46
PROPOSED LOT AREA 6047 SQ.FT (AVERAGE)
LAND IN SENSITIVE AREAS NONE
LAND IN STREETS 75,004 S.F. (1.72 ACRES)
LAND IN PRIVATE ACCESS EASEMENTS 1,907 SQ. FT.
RESTRICTIONS
1) NO LOT OR PORTION OF A LOT IN THIS PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP
CHANGED OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE LESS THAN
THE AREA REQUIRED FOR THE USE DISTRICT IN WHICH LOCATED.
2) THE MAXIMUM IMPERVIOUS SURFACE AREA ON ANY LOT SHALL NOT EXCEED 2900 SQUARE FEET.
3) IT SHALL BE THE RESPONSIBILITY OF THE OWNER(S) OF LOT 17 TO MAINTAIN THE TEMPORARY TURN
AROUND ON THAT LOT. WHEN ILWACO AVENUE IS EXTENDED SOUTHERLY FROM THE INTERSECTION WITH NE
6TH STREET, THEN THE TEMPORARY TURN AROUND EASEMENT SHALL AUTOMATICALLY EXTINGUISH TOGETHER
WITH ANY MAINTENANCE RESPONSIBILITY. REMOVAL OF ANY IMPROVEMENTS ASSOCIATED WITH THIS
TEMPORARY TURN AROUND SHALL BE THE RESPONSIBILITY OF THE OWNER(S) OF SAID LOT 17.
4) NO BUILDING PERMIT SHALL BE ISSUED FOR LOT 17 UNTIL SUCH TIME AS ILWACO AVENUE NE IS
EXTENDED SOUTHERLY OF NE 6TH STREET.
5) NO DIRECT ACCESS FROM ANY LOT WITHIN THIS PLAT SHALL BE ALLOWED ON TO HOQUTAM AVENUE NE.
CITY OF RENTON APPROVALS
CITY OF RENTON PLANNING / BUILDING / PUBLICS WORKS DEPARTMENT
EX MINED AND APPROVED THIS � DAY OF `�►-QVF � 2006.
ADMINITR TOR
CITY OF RENTON
EXAMINED AND APPROVED THIS _-- DAY OF
MAYOR
EXAMINED AND APPROVED THIS -__ DAY OF
CITY CLERK, ATTEST
—� CITY OF RrENTON FINANCE DIRECTOR'S CERTIFICATE
2006
2006
I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND ALL SPECIAL ASSESSMENTS ON
ANY OF THE PROPERTY, HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR FOR OTHER PUBLIC USE, ARE
PAID IN FULL.
EXAMINED AND APPROVED
THIS Iy DAY OF
FI ANCE DIRECTOR
KING COUNTY APPROVALS
KING COUNTY FINANCE DIVISION CERTIFICATE
I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL
ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO
THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR
FOR ANY OTHER PUBLIC USE, ARE PAID IN FULL THIS -__ DAY OF --------- 2006.
MANAGER, FINANCE DIVISION DEPUTY
DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS --- DAY OF ----- _--------- 2006.
KING COUNTY ASSESSOR DEPUTY ASSESSOR
RECORDING CERTIFICATE
FILED FOR RECORD AT THE REQUEST OF THE CITY OF RENTON THIS ---- DAY OF
AT _____MINUTES PAST ---- M. AND RECORDED IN VOLUME_____ OF PLATS,
PAGE(S)___------- RECORDS OF KING COUNTY, WASHINGTON.
DIVISION OF RECORDS AND ELECTIONS
MANAGER SUPERINTENDENT OF RECORDS
RECORDING N0._______________
SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THIS PLAT OF ASPENWOODS IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF
SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., HAT THE COb-RSES AND DISTANCES ARE SHOWN
CORRECTLY THEREON; THAT THE MONUMENTS WILL BE T AND THE LOT AND BLOCK CORNERS WILL BE STAKED
CORRECTLY ON THE GROUND AS CONSTRUCTION IS "PLETD TVT I HAVE FULLY COMPLIED WITH THE
PROVISIONS OF THE PLATTING REGULATIONS.
ROBERT 0. CAVNESS, PROFESSIONAL LAND SURVEYOR.
CERTIFICATE NO. 13343
CITY
OF RENTON LAND USE
ACTION
# LUA-06-025-FP
CITY
OF RENTON LAND RECORD
# LND-10-0424
A PORTION OF THE SE 1/4 OF THE SW 1/4 OF THE NE 1/4, SECTION 10, TWP. 23 N., RGE. 5 E., W.M. I
CITY OF RENTON, KING COUNTY, WASHINGTON
NORTHWEST CORNER SECTION 10
FOUND MON. IN CASE, 1" BRASS DISK
W/CENTER PUNCH. LAST VISITED BY DRS
7/12/04 (RENT. 1845)
GRAPHIC SCALE
NORTH QUARTER CORNER 3" BRASS DISK IN 4" 3 2 200 0 200 400 800
CONCRETE POST. MON. IS 0.2' ABOVE S 88'12'17" E_ 2644.83' (2644.82' HITCHINGS)
I Mill
SURFACE MARKED K.C.S. T 23 3 R5 T`-- —'---------------_.__--- 1 INCH = 400 FT.
1b i® i 10 11
NOT VISITED, SEE REFERENCE (HITCHINGS) I I
I ' LEQEN
FOUND SECTION CORNER AS
i NOTED
FOUND QUARTER CORNER AS
I�
00 co
� NOTED
Lo
10
r2 o I op a FOUND MONUMENT AS NOTED
.
�z s
z
I 1. SECTION BREAKDOWN BASED ON RECORD OF SURVEY BY
i0 STEVEN A. HITCHINGS, PLS DATED 5/5/98 AND RECORDED IN
�z BOOK 121 OF SURVEYS PAGE 278 UNDER AUD. FILE NO.
0 1= 9805149004 RECORDS OF KING COUNTY. THIS BREAKDOWN
O06 j ----- S 88'16_10" E ' U WAS VERIFIED BY MEASUREMENTS BETWEEN SELECTED
I_` 1323.56' _ S 88'16'10" E_ __ __ 13_23.56' ��— MONUMENTS AND OTHER SURVEYS OF RECORD.
N 661.78' --- ---_-- 661.78' — —I=
- — - — - — 2. BASIS OF BEARINGS: THE MONUMENTED EAST LINE OF
I N THE NE 1/4 OF SECTION 10-23-5. NORTH 00'02'42" EAST
cj
M 00 I Ir-0 3. OTHER SURVEYS REFERENCED FOR THIS SUBDIVISION
I m ° oo ' N BOUNDARY ARE AS FOLLOWS:
Lo I(o� I I�
c`no I i A. RECORD OF SURVEY BY BEN V. PETERSEN, PLS DATED
'n j MARCH 2O02 AND RECORDED UNDER AUDITORS FILE NO.
i S 88'18'08" E I i 1324.13' I � 20020513900001.
FOUND CONCRETE MON. _ _ 662.06' _�
NOT ACCEPTED LAST --- -- __ j 662.06' B. RECORD OF SURVEY BY THEODORE L. SCHNEIDER, PLS IN
`----- ' CV MARCH 1999 AND FILED IN BOOK 128 ON PAGE 242 OF
VISITED 7/12/04 I "-1 , r — � 481.99' (6 I
w i I o r7 ircV SURVEYS UNDER AUDITORS FILE NO. 9903309011, RECORDS OF
w I n w KING COUNTY.
N I 150.06' I N
o I Lq o u0l i "_ SITE ! C. RECORD OF SURVEY BY EDWIN J. GREEN, PLS DATED
o AUGUST 1994 AS RECORDED IN BOOK 99 OF SURVEYS UNDER
0 c;
AUDITORS FILE NO. 9408029001, RECORDS OF KING COUNTY.
I �I �
o 0 o
o z '� � 00
z I �� ' z D. SHORT PLAT BY WILLIAM SHUPE HOLMBERG, PLS AS
WEST QUARTER CORNER i I 301.13' o I RECORDED IN VOLUME 158, PAGE 038A UNDER REC, NO.
SECTION 10 00 20030219900003, RECORDS OF KING COUNTY.
---------- ------------ ---_ _ ____ r? 331.18' 1324.70'
MON. IN CASE 3/4' BRASS 2611.39' S88'20'02"E 662.35' -�I I F—-- 662.35' '-- — __ __ _ ___ E. BOUNDARY LINE ADJUSTMENT BY WILLIAM A. HICKOX, PLS
DISK W/CTR PUNCH 5260.79' " j ' 2649.40' — -- — 11 DATED OCTOBER 1998 AND RECORDED IN BOOK 134 OF
DOWN 0.45' io I S88'20 01',1EI (HITCHINGS & DRS) SURVEYS ON PAGE 249 UNDER AUD. FILE NO.
NOT VISITED, (RENT. 1848) i CENTER OF SECTION I 1 — __ 20000106900008, RECORDS OF KING COUNTY.
SEE REFERENCE (HITCHINGS) N FOUND MON IN CASE W/ 3/4 BRASS
DISK W/ PUNCH MARK EAST QUARTER CORNER FOUND
i 0.16' S 03°34'11 E OF TRUE CENTER MON IN CASE 2" BRASS DISK IN 4. EQUIPMENT: 5" TOTAL STATION USED (ALL PHASES). ALL
(NOT ACCEPTED) LAST VISITED BY DRS CONCRETE W/CENTER PUNCH, EQUIPMENT MAINTAINED IN ADJUSTMENT TO MANUFACTURER
DOWN 1.45', LAST VISITED BY DRS SPECIFICATIONS.
W � �7/12/04 7/12/04 (RENT. 2101)
5. PROCEDURES: FIELD TRAVERSE METHOD MEETS OR EXCEEDS
U i � MINIMUM REQUIREMENTS IN ACCORDANCE WITH WAC 332-130.
0 N
O'
z
SOUTH Q1U RTER CORNER SEC. 10 \.
3" BRASS DISK FLUSH WITH ROAD \Ul SURFACE MARKED K.C.S.M. 10 w
15 z
NOT VISITED, SEE REFERENCE Q \
(HITCHINGS) (RENT. 1851)
a EASEMENTS. CONDITIONS AND PROMISIQU E 10TH ST
LEGAL DESCRIPTION CITED IN THE TITLE REPORT BY FIRST AMERICAN TITLE COMPANY
IN THEIR GUARANTEE NO. 4268-675745 AS FOLLOWS: '
PER FIRST AMERICAN TITLE COMPANY FILE NO. 4268-675475
AN EASEMENT IN FAVOR THE PUGET SOUND POWER AND LIGHT NE 9TH ST w /
PARCEL A: COMPANY AFFECTING THE 15 FEET ABUTTING THE PROPERTY IN
HOQUTAM AVENUE NE UNDER FILE NO. 3204310, RECORDS OF
LOTS 1 AND 2 OF KING COUNTY SHORT PLAT NO. L99S0007, ACCORDING TO KING COUNTY.
SHORT PLAT RECORDED FEBRUARY 19, 2003 UNDER RECORDING NO. NO.
20030219900003, IN KING COUNTY, WASHINGTON. AN EASEMENT IN FAVOR OF PUGET SOUND POWER AND LIGHT ¢
COMPANY AFFECTING THE SOUTHERLY 30 FEET OF THE PROPERTY3�
UNDER FILE NO. 3204311, RECORDS OF KING COUNTY, p
PARCEL B: � SE 120TH ST
WASHINGTON. X co
LOT B OF KING COUNTY BOUNDARY LINE ADJUSTMENT NO. L99L0022, '
ACCORDING TO SURVEY RECORDED JANUARY 6, 2000 UNDER RECORDING NO. ITEMS DELINEATED ON THE FACE OF THE SURVEY NO.
20000106900008, IN KING COUNTY, WASHINGTON. 9805149004 AS RECORDED IN VOLUME 121 OF SURVEYS AT
PAGE(S) 278, RECORDS OF KING COUNTY, WASHINGTON.
THE TERMS AND CONDITIONS CONTAINED IN THE DOCUMENT , I
ENTITLED "NATIVE GROWTH RETENTION AREA" AS FILED UNDER
RECORDING NO. 9901190220, RECORDS OF KING COUNTY. THIS
COVENANT HAS BEEN RELEASED PRIOR TO THE RECORDING OF
THIS PLAT BY DOCUMENT RECORDED UNDER RECORDING NO.
20060914000211, RECORDS OF KING COUNTY, WASHINGTON.
THE ITEMS CONTAINED IN THE BOUNDARY LINE ADJUSTMENT AS
RECORDED UNDER FILE NO. 20000106900008, RECORDS OF KING
COUNTY, WASHINGTON.
ITEMS CONTAINED IN THE SHORT PLAT RECORDED UNDER FILE NO. ! /1 n� �a 1 I T� MAP
20030219900003, RECORDS OF KING COUNTY, WASHINGTON. V' li ' V f M A
ITEMS CONTAINED IN THE CITY OF RENTON ANNEXATION 1"=800'
ORDINANCE NO. 5096 AS RECORDED UNDER FILE NO.
20041102002356, RECORDS OF KING COUNTY, WASHINGTON.
ROCKERY INSTALLATION, MAINTENANCE, REPAIR AND
RECONSTRUCTION EASEMENT AND AGREEMENT AND THE TERMS
AND CONDITIONS THEREOF AS FILED UNDER FILE NO.
20050829001576, RECORDS OF KING COUNTY, WASHINGTON.
ITEMS CONTAINED IN THE DOCUMENT ENTITLED "DRAINAGE SYSTEM D.R.T ON
INSTALLATION, MAINTENANCE AND REPAIR EASEMENT AND CONSULTING ENGINEERS 0.
RELATED COVENANTS" AS FILED UNDER RECORDING NO. W s
20051010001070, RECORDS OF KING COUNTY, WASHINGTON. ENGINEERS PLANNERS SURVEYORS °E 'Yr
10604 NE 38th PLACE, SUITE 101 425.827.3063 OFFICE e a
ITEMS CONTAINED IN THE DOCUMENT ENTITLED "PUGET SOUND KIRKLAND, WA 98033 800.962.1402 TOLL FREE
ENERGY EASEMENT" AS FILED UNDER RECORDING NO. 425.821.2423 FAX
20060105000595, RECORDS OF KING COUNTY, WASHINGTON. www.drstronq.com
CITY OF RENTON LAND USE ACTION # LUA-06-025—FP
CITY OF RENTON LAND RECORD # LND-10-0424
VOL/PG
A NWOO
A PORTION OF THE SE 1/4 OF THE SW 1/4 OF THE NE 1/4, SECTION 10, TWP. 23 N., RGE. 5 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
N
GRAPHIC SCALE
20 0" 20 40 80
1 INCH = 40 FT.
LEGEN
® SET STANDARD CITY OF RENTON
MONUMENT
5/8 REBAR AND CAP MARKED
1113343" SET
:11
LL-
O
J
LLJ
IJ
J
W
Z
J
U
LA
L
u
i
Ad
E
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CITY
OF RENTON LAND USE
ACTION
# LUA-06-025-FP
CITY
OF RENTON LAND RECORD
# LND-10-0424
PK NAIL AND WASHER MARKED
"13343" SET IN WALK
• FOUND CORNER AS NOTED
5118 ADDRESS
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
Cl
55.57
321.00
9'55'05"
C2
24.07
321.00
4'17'49"
C3
79.64
321.00
14'12'54"
C4
55.92
35.00
91'32'37"
C5
0.08
321.00
0'00'50"
C6
50.12
321.00
8'56'43"
C7
29.45
321.00
5'15'21"
08
79.64
321.00
14'12'54"
C91
50.29
279.00
10*19'41"
C10
18.93
279.00
3-53'13"
C11
69.22
279.00
14'12'54"
C12
7.53
76.00
5'40'23"
C13
51.11
76.00
38'32'04"
C14
29.59
76.00
22"8'22"
C15
29.11
76.00
21'56'33"
C161
117.33
76.00
88'27'22"
C17
52.49
34.00
88'27'22"
C18
59.92
37.50
91'32'38"
C19
57.89
37.50
88'27'22"
C20
59.92
37.50
91'32'38"
C21
14.42
279.00
2-57-43"
C221
16.59
321.00
2'57'43"
C231
57.89
37.50
88'27'22"
C24
12.16
321.00
2'10'13"
C25
74.22
45.00
94'30'
1"
C26
55.92
35.00
91'32' 7"
C27
54.03
35.00
88.27' 3"
C28
15.51
300.00
2'57'43"
C291
10.851
300.00
2'04'21"
C301
4.661
300.00
0'53'22"
LINE
LEN OLE
BEARING
12.06
S43'52'10"W
L1
3.94
N00'07'21"E
L2
5.12
N77'27'04"E
L3
0.21
N77'27'04"E
L4
14.59
S88'20'02"E.
L51
10.86
S75'01'25"E
L61
12 50
S88"20`02" E
L7
1 10.86
N78'21'21"E
L81
6.00
S88'20'02"E
L91
6.50
S88'20'02"E
L10
11.94
S75'01'25"E
L11
13.00
S88'20'02"E
L12
11.94
N78'21'21 "E
L13
15.23
S88'20'02"E
L14
22.48
N43'52'10"E
L15
12.06
N43'52'10"E
Ll 61
9.82
S14'51'5:7"W
Ll 71
13.00
S00'07' 20"W
Ll 81
9.82
S14'37'17"E
Ll 91
5.00
S00'07'20"W
L20
8.00
S00'07'20"W
L21
9.82
S14'51'57"W
L22
12.41
S00'07'20"W
L23
9.94
S14'37'17"E
L241
2.64
S00'07'20"W
L251
2.07
N00'07'20"E
L261
10.28
S78'19'26"W
L27
12.00
N88'20'02"W
L28
10.28
N74'59'30"W
L29
5.78
N88'20'02"W
L30
6.22
N88'20'02"W
L31
12.92
N00'06'36"W
L32
13.09
N00'06'36"W
GRAPHIC SCALE
20 0 20 40 80
1 INCH = 40 FT.
® SET STANDARD CITY OF RENTON
MONUMENT
0 5/8" REBAR AND CAP MARKED
"13343" SET
-0 PK NAIL AND WASHER MARKED
"13343" SET IN WALK
0 FOUND CORNER AS NOTED
5118 ADDRESS
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
Cl
55.57
321.00
9'55'05"
C2
24.07
321.00
4*17'49"
C3
79.64
321.00
14*12'54"
C4
55.92
35.00
91'32'37"
C5
0.08
321.00
0'00'50"
C6
50.12
321.00
8'56'43"
C7
29.45
321.00
5*15'21"
C8
79.64
321.00
14'12'54"
C9
50.29
279.00
10'19'41"
C10
18.931
279.00
3'53'13"
C11
69.221
279.00
14.12'54"
C12
7.53
76.00
5'40'23"
C13
51.11
76.00
38.32'04"
C14
29.59
76.00
22'18'22"
C15
29.11
76.00
21.56'33"
C16
117.33
76.00
88.27'22"
C17
52.49
34.00
88°27'22"
018
59.92
37.50
91'32'38"
C19
57.89
37.50
88'27'22"
C20
59.921
37.50
91'32'38"
C21
14.42
279.00
2'57'43"
C22
16.59
321.00
2'57'43"
C23
57.89
37.50
88°27'22"
C24
12.16
321.00
2*1O'13"
C25
74.22
45.00
94'30'21"
C26
55,921
35.00
91'32'37"
C27
54.03
35.00
88'27'23"
C28
15.51
300.00
2'57'43"
C29
10.85
300.00
2'04'21"
C30
4.66
300.00
0'53'221
LINE TABLE
LINE
LENGTH
BEARING
12.06
S43'52'10"W
L1
3.94
N00'07'21"E
L2
5.12
N77'27'04"E
L3
0.21
N77'27'04"E
L41
14.59
S88'20'02"E
10.86
S75'01'25"E
12.50
S88'20'02"E
dL7
10.86
N78.21'21"E
6.00
S88°20'02"E
6.50
S88'20'02"E
L10
11.94
S75'01'25"E
L11
13.00
S88'20'02"E
L12
11.94
N78'21'21"E
Ll 31
15.23
S88'20'02"E
L14
22.48
N43'52'10"E
L15
12.06
N43'52'10"E
L16
9.82
S14'51'57"W
L17
13.00
S00'07'20"W
L18
9.82
S14'37'17"E
L19
5.00
S00'07'20"W
L20
8.00
S00'07'20"W
L21
9.82
S14'51'57"W
L22
12.41
S00'07'20"W
L23
9.94
S14'37'17"E
L24
2.64
S00'07'20"W
L25
2.07
N00'07'20"E
L26
10.28
S78'19'26"W
L27
12.00
N88'20'02"W
L28
10.28
N74'59'30"W
L29
5.78
N88'20'02"W
L30
6.22
N88'20'02"W
ASP
NWOO �.
1
N. LINE OF THE S 1 /2, SW 1 /4, NE 1 /4
'18'08" E 481.99'
L11
�12 L13
Q8
t
i
N
46
I
I
0
0
6,140 SQ.FT.
I
I i
Z
5269
I i
IS
I
10' UTILITY -•-j
EASEMENT (TYP)
I
ri
r ,rn
S88'20'02"E I I�
57.52'
IQ
I IJ
It
tt
I
W
I
1L2
O
0
0
6,061 SQ.FT.
i r
I
W
o
co
0
5210
I I<
o
W
z
I
W
W
� i/
�w W
z - - 21.50'-� 0
J J
F- T
S 8$'20'02" E
N r
23, 52
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23.0(
40 26„E`Ri
J Ob-LU UL__ E w
E-W CENTERLINE SECTION 10
NE 8TH ST
E 8 TH r L S88'20'02"E N
137, 03'
S 88'20'02" E
N
J
IT SHALL BE THE RESPONSIBILITY OF THE OWNER(S) OF LOT 17 TO MAINTAIN THE
TEMPORARY TURN AROUND ON THAT LOT. WHEN ILWACO AVENUE IS EXTENDED SOUTHERLY
FROM THE INTERSECTION WITH NE 6TH STREET, THEN THE TEMPORARY TURN AROUND
EASEMENT SHALL AUTOMATICALLY EXTINGUISH TOGETHER WITH ANY MAINTENANCE
RESPONSIBILITY. REMOVAL OF ANY IMPROVEMENTS ASSOCIATED WITH THIS TEMPORARY
TURN AROUND SHALL BE THE RESPONSIBILITY OF THE OWNER(S) OF SAID LOT 17.
5' GRADING AND
SLOPE EASEMENT
REC_ NO.20050829001576
i 2
1 cP-
I
I I 5' GRADING AND
SLOPE EASEMENT
REC. NO.20050829001576
r
N I
jcj
I I i�ro�
STORM DRAINAGE
tK , �,i^� EASEMENT
o ��i�� (w� tio'�� REC. NO. 20051010001070
wi o• rnY ,�� °h
--------S88°19'------------�
0 0 96.34'
N--------- S88'19'49"E
103.38'
STORM DRAINAGE
EASEMENT
REC. NO. 20051010001070
FOUND CORNER
0.13' S., 0.08' W.
111\1P1 /'\ 1 1 M•il
CITY OF RENTON LAND USE ACTION # LUA-06-025-FP
CITY OF RENTON LAND RECORD # LND-10-0424
NE 1 /4-, SEC. 1 O, T P. 23, RGE. . , W.M.
KING COUNTY, WAS INGTO
THE GENERAL CONTRACTOR IS TO PROVIDE SUBGRADES 4" BELOW HARD SURFACES PLUS/MINUS .I FOOT
ALL ROUGH GRADING SHALL BE POSITIVE, DRAINING AWAY FROM ALL STRUCTURES.
ALL STONES LARGER THAN 1.5' DIAMETER SHALL BE REMOVED FROM FROM THE GROWING MEDIUM.
TOPSOIL SHALL BE PLACED AT A MINIMUM DEPTH OF 4" IN ALL LAWN AND BED AREAS.
TOPSOIL SHALL BE TILLED INTO THE EXISTING SUBGRADE TO ELIMINATE SOIL INTERFACE PROBLEMS.
TOPSOIL SHALL BE RED—E'S WINTER MIX OR APPROVED EQUAL.
ALL BED AREAS TO RECEIVE 2" OF FINE GROUND FIR OR HEMLOCK BARK, COMPOSITION MULCHED ARE NOT AN ACCEPTABLE ALTERNATIVE.
TREES
AND SHRUBS ARE
TO
BE PLANTED AT A DEPTH
3/4" HIGHER THAN THE LEVEL THAT THEY WERE GROWN IN THE. NURSERY.
BARK
MULCH IS NOT TO
BE
PLACED ABOVE THE ROOT
CROWN.
ALL PLANTS SHALL AT LEAST CONFORM TO THE MINIMUM STANDARD ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
LAWN AREAS ARE TO BE HYDROSEEDED WITH VAN DEN AKKER'S EMERALD VELVET MIX PER MANUFACTURER'S SPECIFICATIONS, OR APPROVED
EQUAL. REMOVE ALL STONES LARGER THAN 1" FROM LAWN AREAS.
SUBSTITUTIONS ARE STRONGLY DISCOURAGED. IF PLANT AVAILABILITY IS A PROBLEM, CONTACT THE LANDSCAPE ARCHITECT FOR SOURCES OR
ACCEPTABLE ALTERNATIVES,
IF THE SITE WORK IS DIFFERENT THAN SHOWN ON THE LANDSCAPE PLAN, OR POOR SOILS AND DEBRIS ARE DISCOVERED, REQUIRING CHANGES
TO THE LANDSCAPE PLAN, CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTION.
THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE LANDSCAPE DURING INSTALLATION, UNTIL FINAL ACCEPTANCE BY THE
OWNER'S REPRESENTATIVE.
THE LANDSCAPE CONTRACTOR SHALL WARRANTY ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR, FROM THE TIME OF FINAL
ACCEPTANCE.
DURING THE WARRANTY PERIOD, THE LANDSCAPE CONTRACTOR WILL NOT BE RESPONSIBLE FOR PLANT DEATH CAUSED BY UNUSUAL CLIMATIC
CONDITIONS, VANDALISM, THEFT, FIRE, OR POOR MAINTENANCE PRACTICES. THE LANDSCAPE ARCHITECT SHALL HAVE SOLE AUTHORITY TO
DETERMINE THE CAUSE OF DEATH.
SYMBOL
QTY
BOTANICAL / COMMON NAME
SIZE
CONDITION
+
28
ACer campestre 'Queen Elizabeth' / HEDGE MAPLE
1 1/2" CAL.
B O.C.
D @ 6' HT.
BRANCHED
+
9
Froxinus penn. 'Summit' / SUMMIT ASH
1 1/2" CAL.
B&B, 30' O.C.
BRANCHED @ 6' HT
7
Prunus sargentii 'Co umnaris' / SARGENT FL. CHERRY
1 1/2" CAL.
B&B, 30' O.C.
BRANCHED @ 6' HT.
62
Pyrus colleryona 'Chanticleer' / FLOWERING PEAR
1 1/2" CAL.
B&B, 30' O.C.
BRANCHED @ 6' HT.
•
10
Thuja plicato / WESTERN RED CEDAR
6' MIN. HT.
B&B, 10' O.C.
SHRUBS
SYMBOL
QTY
BOTANICAL / COMMON NAME _
SME
CONDITION
®
18
Arbutus unedo / STRAWBERRY TREE
24"
MIN.
HT.
CON.
GRWN,
4'
O.C.
11
Berberis thunbergii 'Nana" / CRIMSON PYGMY BARBERRY
18"
MIN.
HT.
CON.
GRWN,
3'
O.C.
21
Escallonia fradesii / FRADE'S ESCALLONIA
24"
MIN.
HT
CON.
GRWN,
4'
O.C.
6
Nandina domestics 'Fire Power' / FIRE POWER HEAVENLY BAMBOO
1.8"
MIN.
HT
CON.
GRWN.
3'
O.C.
10
Rhus typhino / STAGHORN SUMAC
3-4'
MIN.
HT.
CON.
GRWN.
5'
O.C.
GROUNDCOVRR
SYMBOL
QTY
BOTANICAL / COMMON NAME
SIZE
CONDITION
LLLLLLLLLLL
LLLLLLLLL
100
ArctosLaphylos uva—ursi / KINNIC"KINNICK
4" POT
CON. GRWN. 24" O.C.
HYDROSEED LAWN
"T
SCALE: 1 "=80'
1023059158
X
1
)AY G RO U Si 4c.
LAND USE CONSULTANTS
P 360.659.8159
F 360.651.7252
1927 5TH STREET
MARYSVILLE, WA 98270
WWW.JAYGROUPLLC.COM
State of
Washington
registered
Landscape Architect
EPau bo5
certifica
SPE W
APPLICANTICONTACT
HARBOUR HOMES INC. / JEFF EARLE
FEDERAL WAY, WA.
CITY OF RENTON
PLANNING AND DEVELOPMENT SERVICES
APPROVED FOR CONSTRUCTION
BY
R/W PERMIT N0,
SCALE
TJG JOB#
1"=80'
06-0448
DATE
DRAWN BY
2-24-06
GK
TJG FILENAME
S.\2005\Landscape
S 06-0448\PLANS\448—LP
REVISIONS
REV.1 DESCRIPTION BY DATE
1
CITY COMMENTS
GK
7-12-06
LANDSCAPE PLAN
SHEET
OF 2
LND-10-0424
PFN# LUA-06-025-PP
NOTE:
REMOVE GUY WIRES & STAKES
AT END OF GUARANTEE PERIOD.
FENCE
TO BE INSTALLED ON TOP
OF CONCRETE WALL
TREE GUY STAKE
AS SPECIFIED
EXT'G GRADE
MULCH
CONC. RETAINING WALL
SEE ENGINEERS PLANS FOR
BACKFILL
BACKFILL WITH EXIST
SOIL. IF UNSUITA
SOIL IS FOUND, CONT
LANDSCAPE ARCHTTI
FIrM GR
rtpd l;Yt,'J � pi�fs,,,
lii' N 71a ' 5"kill,
2-STRANDS #10 GAUGE
WIRE W/ VINYL HOSE, TYP.
GUY AT 3 POINTS PER TREE
EQUALLY SPACED -
TWO POINTS ON UPPER SLOPE,
ONE POINT ON LOWER SLOPE
FLAG WIRES
WATER SAUCER
FINISH GRADE
RETAINING WALL TI'EE GUYING ON SLOPE
SCALE. NTS
NOTE: DRIVE STAKES UNM FIRM IN GROUND TO SUPPORT TREE.
SCALE. HITS
SCALE: NTS
CHAINLOCK TREE TIE
1 2" BVC ROUND STAKES SET
PME ROOTBALL
EMOVE AFTER ONE YEAR.)
ARK MULCH 2" DEPTH
`EP CLEAR OF TRUNK BASE
L BERM/WATER BASIN
IT AND REMOVE TWINE
ITS BURLAP FROM TOP
ID SIDES OF ROOTBALL.
EMOVE ALL WIRE
SSKETS.)
IMPACTED NATIVE SOIL
##10 GAUGE
VYL HOSE
IOINT
QUALS SPACED
)E OF MULCH
'TAKE
U
-S OCCUR
TEAS, PROVIDE
,H CIRCLE.
PERTY LINE
30'
NE114, SEC. 10, TWP. 23, RGE. 5®, W.M.
DING COUNTY, WASHING T ON
\ 1023059337
LANDSCAPE
/- R.O. W.
38 39 40
M.F.F. 477.1 M.F.F. 475.4 M.F.F. 474.0
S88'18'08"E 481.99'
-----1------- -- 2 3 4 5 6
M.F.F. 470.0 M.F.F. 469.8 M.F.F. 468.3
M.F.F. 466.4 M.F.F. 466.6 M.F.F. 464.8
q J
1
_ "
NE 8TH CT.
1023059450
i
S88,18"
I
7 8
M.F.F. 463.8 M.F.F. 462.5 9
M.F.F. 461.4
� C -ES S
E EMENT "A �
10
� M.F.F. 461.2
Ky
11
I M.F.F. 461.6
41 42 43 44 45 1
M.F.F. 472.1 M.F.F. 470.7
46
M.F.F. 469.5 M.F.F. 467.8 M.F.F. 466.3 I
�K� M.F.F. 464.E
L 12
� W
+ M.F.F. 461.4
__j I
--- __ CL / ]
13
M.F.F. 460.0
GH
37 34 33 32 31 30 29 1
----------
)INTW $ 36 �jrj -
i M.F.F. 473.8Z {I EM.F.F. 477.7 r.F.F. 471.7 M.F.F. 469. M.F.F. 4657 M.F.F. 461.M.F.F_ 475.7 M.F.F. 475.O M.F.F. 463.5 I
I
�
z -- 14
w T
M.F.F. 458.7
VAI ql -6(,
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Q - -
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o
CY
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30'
Kim
97 7- 20
♦ M.F.F. 478.8
r
21 22 23 24 17
25 11 26 r 27
M.F.F. 477.5 M.F.F. 475.7 M.F.F. 472.2 ; " M.F.F. 469.8 28
-1 I M.F.F. 467.8
",wl M.F.F. 465.7 M.F.F. 463.8
M.F.F. 461.3
L '
S88`20'02"E
1023059246
301.13'
19 �j�� 18 17
M.F.F. 464.9 J M F.F. 460.2 M.F.F. +58. 7
j
N`E TH S \
GREEN ' ANYL=
U-A N LINK I
FENCE
ETENTION
,> A„
15 I
M.F.F. 456.7
16
M.F.F. 456.5
01'
I
I
I
1
I
I
SEE VLAIL
SHEET IL-2
1
i
THE
AY GROUPC.
LAND USE CONSULTANTS
P 360-659.8159
F 360.651.7252
1927 5TH STREET
MARYSVILLE, WA 98270
WWW.JAYGROUPLLC.COM
State of
Washington
registered
Landscape Architect
Pau Ja
certifica o. 566
ASPENWOODS
APPLICANTICONTACT
HARBOUR HOMES INC. / JEFF EARLE
FEDERAL WAY, WA.
CITY OF RENTON
PLANNING AND DEVELOPMENT SERVICES
APPROVED FOR CONSTRUCTION
BY
R/W PERMIT NO.
SCALE
1 `40'
TJG JOB#
06-0448
DATE
2-24-06
DRAWN BY
OK
TJG FILENAME
S.\2005\Landscape
S06-0448 \ PLANS \ 448-LP
REVISIONS
REV. DESCRIPTION BY DATE
i
CITY COMMENTS
GK
7-12-06
LANDSCAPE PLAN
SHEET
L-2
OF 2
LND-10-0424
PFNJ LUA-06-025®FP
SYMBOL
TYPE
MANUFACTURER
DESCRIPTION
LD 0
Q T H TQ F
SPRAY
1804 SERIES - 30 PSI - 8', 10', 12', 15' RADIUS.
POP-UP
RAINBIRD
SST, CST, ES NOZZLE AS NEEDED TO PROVIDE HEAD
9 E3 0
LAWN
TO HEAD COVERAGE OR APPROVED EQUAL.
EST SST CST
lk % gm
Q T H 7Q
SPRAY
1806 SERIES - 30 PSI - 8', 10, 12', 15' RADIUS.
POP-UP
RAINBIRD
An
SST, CST, ES NOZZLE AS NEEDED TO PROVIDE HEAD
I
SHRUB
TO HEAD COVERAGE OR APPROVED EQUAL.
EST SST CST
ZONE#
AUTOMATIC
100 PEB SERIES - WITH VALVE SIZE, GPM, AND
#
CONTROL
RAINBIRD
HYDROZONE #
VALVE
X.
STANDARD OR JUMBO AS NEEDED - OR APPROVED
SIZE GPM
VALVE BOX
AMTEK
EQUAL.
10
METER
RAINBIRD
(2) 1" INSTALL PER COUNTY STANDARDS.
DOUBLE
CHECK
FEBCO
(2) 1 !14" 825Y - OR APPROVED EQUAL.
ASSEMBLY
QUICK
RAINBIRD
3RC W1 33D KEY - OR APPROVED EQUAL.
COUPLER
0
GATE VALVE
NIBCO
Tl-1 OR APPROVED EQUAL.
a
CONTROLLEF,
RAINBIRD
(2) ESP-4 - OR APPROVED EQUAL.
WRS-WRC RAIN SENSOR COMBO - OR APPROVED
EQUAL
MAINLINE
RAINBIRD
1 !12" SCHEDULE 40 PVC
LATERAL
RAINBIRD
CLASS 200 - SEE SCHEDULE OF PIPE SIZES.
LINE
SLEEVING
RAINBIRD
SCHEDULE 40 - 2XS DIAMETER OF PIPE
GPM
PIPE SIZE
0-8
9-15
1
16-22
1 Y4 "
23-35
1 Y2 "
36-
55
2
IRRIGATION TRENCH DEPTHS, 78" FOR MAINLINE, 12" FOR LATERAL LINES. TRENCHES SHALL BE FREE
OF ALL DEBRIS THAT CAN RESULT IN DAMAGE TO THE PIPING.
SET VALVE BOXES SQUARE TO ADJACENT BUILDINGS, WALKS OR PARKING.,
PLAN IS DIAGRAMATIC, STANDARD TRADE PRACTICES TO BE EMPLOYED TO INSURE ECONOMY OF
TRENCHING AND SLEEVING. EXACT LOCATION OF LINES AND HEADS MAY BE ALTERED BY CONTRACTOR
TO PROVIDE REST WATER COVERAGE. MANUFACTURER'S RECOMMENDED HEAD SPACING SHALL. BE
EXCEEDED ONLY WITH PERMISSION OF LANDSCAPE ARCHITECT.
OWNER TO PROVIDE DEDUCT/EXEMPT METER AS REQUIRED BY WATER PURVEYOR.
SWING JOINTS TO BE EITHER TRIPLE SWING JOINTS OR TORO FUNNY PIPE
LEAVE A MINIMUM OF 3' OF ADDITIONAL CONTROL WIRE LOOPED AT EACH VALVE BOX. ATTACH
CONTROL WIRES TO THE ADJACENT PIPING WITH ELECTRICAL TAPE, AT LEAST EVERY 20'. RUN 3
SPARE WIRES ALONG ENTIRE LENGTH OF MAINLINE, LOOP THROUGH EACH VALVE BOX TO FARTHEST
VALVE BOX EACH DIRECTION.
NE 114., SEC. 23., TWP. 10®, RGE.5, W.M.
KING COUNTY, WASHING TON
1 1
-HIGH -----------
POINT
Lij
Lli
<
Cy
0
7
GRAPHIC SCALE
30' 0 15' 30, 60'
N 6=mmm�
IN FEET
1 �301
4
M. F. F. 46
•
44
M.F.F. 4
IM.F.F. 4
/26
z
M.F.F. 4E
THEQ==
)AY GROURC.
LAND USE CONSULTANTS
P 360.659.8159
F 360.651.7252
1927 5TH STREET
MARYSVILLE, WA 98270
WWW.JAYGROUPLLC.COM
State of
Washington
registered
Landscape Architect
9
Pau Ja
certifica 566
'4
AS 0 0 17 )-"k S
APPLICANT/CONTACT
HARBOUR HOMES INC. / JEFF EARLE
FEDERAL WAY, WA.
CITY OF RENTON
PLANNING AND DEVELOPMENT SERVICES
APPROVED FOR CONSTRUCTION
BY
R/W PERMIT NO.
SCALE
1'--30'
TIG JOB#
06-0448
DATE
2-24-06
DRAWN BY
GK
TJG FILENAME
S.-\2005\Landscape
S 06-0448PLANS\448—LP
REVISIONS
REV. DESCRIPTION BY DATE
I
CITY COMMENTS
GK
7-12-06
IRRIGATION PLAN
SHEET
OF
LND-10-0424
a
3'
Min
PVC OR GALVANIZED ELL
OUBLE CHECK ASSEMBLY
VC OR GALVANIZED ELL
PVC, GALVANIZED OR
BRASS UNION
(AS REQUIRED)
' -- - CHEDULE 80, BRASS OR
ALVANIZED NIPPLE
18" MIN (S REQUIRED)
s
SCALE: NTS
12' MIN,
SCALE NTS
MAINLINE
PVC OR GALVANIZED ELL
NOTE:
INSTALL PER LOCAL
CODES AND
MANUFACTURER'S
RECOMMENDATIONS
INSULATE AS REQUIRED
FACE OF' WALL
FINISH GRADE
SET HEAD FLUSH WITH
FINISH GRADE
TURF POP—UP SPRAY
HEAD
POLYETHYLENE RISER
(LENGTH AS REQUIRED)
>--� PVC STREET ELL
LATERAL LINE WITH
PVC TEE OR ELL
SCHEDULE 80 NIPPLE
DOUBLE SWING JOINT —
PVC STREET ELL AND
PVC ELL
SCALE. NTS
SNAP —TITS WIRE
CONNECTORS AND
EXPANSION COILS, 10
WRAPS AROUND 1/2" PIPE
DURABLE WEATHER
RESISTANT PLASTIC VALVE
BOX WITH EXTENSIONS AS
NECESSARY
INSTALL VALVE BOX 1/2-
ABOVE FINISH GRADE IN
TURF AND 2" IN SHRUB
AREAS
FINISH GRADE
PEB SERIES ELECTRIC
CONTROL VALVE (SIZE
PER SPECIFICATIONS)
PVC ELL
4" PEA GRAVEL BASE
MAINLINE WITH PVC TEE
OR ELL
VALVE WIRE FROM
CONTROLLER
COMMON WIRE FROM
CONTROLLER TO ELECTRIC
CONTROL VALVE AND ON
TO NEXT VALVE
THE
)AY GROURC.
LAND USE CONSULTANTS
P 360.659.8159
F 360.651.7252
1927 5TH STREET
MARYSWLLE, WA 98270
WWW.JAYGROUPLLC. COM
State of
Washington
registered
Landscape Architect
Ecertifpau Ja
ica o. 566
ASNCO O N
APPLICANT/CONTACT
HARBOUR HOMES INC. / JEFF EARLE
FEDERAL WAY, WA.
CITY OF RENTON
PLANNING AND DEVELOPMENT SERVICES
APPROVED FOR CONSTRUCTION
BY
R/W PERMIT NO.
SCALE
1 "=30'
TJG JOB#
06-0448
DATE
DRAWN BY
2-24-06
GK
TJG FILENAME
S.\2005\Landscape
S 06-0448PLANS\448—LP
REVISIONS
REV.j DESCRIPTION BY DATE
1
CITY COMMENTS
GK
7-12-06
IRRIGATION PLAN
SHEET
OF 2
LND-10-0424
PFN# LUJA-06-025®FP