HomeMy WebLinkAboutLarge FormatFOUND MIC
WATER VALVE
C.O.R. #266
o
jN
WATER MANHOLE
W
LOTS 12 AND 13, SUNSET HILLS, ACCORDING TO THE PLAT
LIGHT POLE
I
JUNCTION BOX
LLI
TELEPHONE/CABLE RISER
� S
I
SOIL LOG
RECORDS OF KING COUNTY, WASHINGTON.
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I
CHERRY TREE
W
HOLLY TREE
Z
W
0.8'
s
........... ......- _. _._.........
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W
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Lu
0.7 I
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NAVD 88
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FOUND MIC
C.O.R. #1839
N. W. 114 OF N. E. 114 OF SECTION 05, T. 23 N., R. 05 E. W. M.
LuNTY OF RENTON STATE OF WASHINGTON z 40 z 25TH PL
C/' ,7
L.! ¢ ¢ Lu�
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fl z Q Q
uj
Lu
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NE wsc 0
24TH ST
NE 24TH ST
Li Lu
z z NE
23RD S
z z
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q
/
/
/
r LOT 14
LOT 10 6' WOOD FENCE
1.0'
162.62'
/ 1.5 S89 °07 20 W ..�
® -
._.._..._.. .........
PLAT OF SUNSET HILLS
VOL. 169, PG. 52 /
LOT 11
5' CYCLONE FENCE
LOT 13 l /
L 12 /
VICINITY MAP
NTS
3
WATER VALVE
WATER METER
o
jN
WATER MANHOLE
Z
LOTS 12 AND 13, SUNSET HILLS, ACCORDING TO THE PLAT
FOUND MIC
C.O.R. #1839
N. W. 114 OF N. E. 114 OF SECTION 05, T. 23 N., R. 05 E. W. M.
LuNTY OF RENTON STATE OF WASHINGTON z 40 z 25TH PL
C/' ,7
L.! ¢ ¢ Lu�
z z
fl z Q Q
uj
Lu
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NE wsc 0
24TH ST
NE 24TH ST
Li Lu
z z NE
23RD S
z z
® z
q
/
/
/
r LOT 14
LOT 10 6' WOOD FENCE
1.0'
162.62'
/ 1.5 S89 °07 20 W ..�
® -
._.._..._.. .........
PLAT OF SUNSET HILLS
VOL. 169, PG. 52 /
LOT 11
5' CYCLONE FENCE
LOT 13 l /
L 12 /
VICINITY MAP
NTS
3
r..........
f 5CYCLONE; FENCE
o
Z 3 APPROX. LOCATION OF
�I"
EX. 8 WATER
. . . . .
o �..... .
Al ;I
r WOOD
SL
APPROX. LOCATION 5' DRAINAGE
EX. SEWER STUB
-�-- & U11UTY/ EASEMENT
REC. NO. 946301977 TYP.
APPRO . LOCATION; �s` I I 0.7' • • •
EX. CB I EX. 8" SD PER CITY, RECORDS \ 10' TIUTY EASEMENT k • • WATER MANHOLE
10' ELECTRIC' EASEMENT \ EX' RIM=301.47
t ` REC N0. 9406301977 DRIVEWAY
RIM=285.72 _ _ - VALVE=
300.45
N0. 93170282221 -],. -� L - �� I TOP OF VALVE 300 45
` _ L-
INV=283.72 (8"PVC-NE} - (2 D I E& )
/
_. _-.� - fNV 297 47
INV=282.02 (8"ADS-S) -' T '
SD SD 81 6 SD GATE. _ _ ... _.._ _ _... -- -
i 4u 81. O �'
a a . OLE
D
............-.._... .._ _. .... - -
MANHOLE
a
TORM
_........ .......
__a a ` . a ! °a th _ a N89°r97.2.G1"E,\6 a d d DRIVEWA, RIM=S302 09M
X.
® DRIVEEX. AY' INV=298.99 (12"ADS E&W)
® _ ANHOLE
•n. Df?IVEWAY .
EX. STORM M
g . . . . . ''w . . . . W •
RIM -303.06
W W.' W. qw. . . . . . . . . . .
EX. STORM MANHOLE o :E.'2�i� SYREET ' ' • ' ' ' ' APPRaX.' LOCATION OF,
INV=291.36 (12 -ADS -SE)
RIM=264.81 EX. STORM MANHOLE } p� M . . cn. EX. '12"'WATER ' INV=291.31 (12 ADS -W)
INV=253.81 (12"ADS-E&N) - RIM=286.45 A� �. . . . . . . . • . . . . .
INV -280.85 (12"ADS-�) . ? "`) ; SD- $D' S --
INV=253.66 (16"ADS-W) SD -�, . -r------ •-- -¢ . .
INV=280.80 (12"ADS-W� �" _ . . . . . . . . . . . . . . . . . . EX. SSMH
/ FOUND i N 7 RIM -301.96
WC 186.24'
SD ..i �, S S. cam, $ INV=291.71 (8"P'
EX. 12" STORM SD gp $D. S.
SD SD SD - SD .-,- - - itis .� S . . . . . . . ,. . . . . . . . . . . . b INV=291.61 (8"P'
APPROX. LOCATION oa
$ S 0 {, EX. •SEWER STUB a-
S $ 4 i.
_ S J7 .•• u
$ -- $ - S SEX. STORM MANHOLE 1. . `` :o. -. ;i a Q
RIM=270.23 --- - o
EX. SSMH
INV=262.83 (11 2 -ADS -N) a :. a q d °NEW
RIM=265.32 " a 4 METER" ORTLO
INV=262.63 (12 ADS-E&W) T 3
INV=248.22 (8"PVC-S) _._. ...._.. _.... ......... _..
EX. 1" WATER METERS TO BE
INV=248.10 (8"PVC-N&E) USED FOR LOTS 1 & 2_ -
INv=248.00 (8"Pvc-W).......
EX. CS
_. _.
__.
RIM=26914 EX. STORM MANHOLE
INV=285.54 (12"CMP-NE) RIM=296.33 PLAT OF STONE CASTLE
INV=285.44 (12"CMP-W) INV=290.01 (12"ADS-E) VOL. 200, PGS. 59-61
INV=289.93 (12 -ADS -W) LOT 26
EX. SSMH
RIM=291.72 LOT 27
INV=282.72 (8"PVC-E)
INV=282.62 (8"PVC-W)
t/
WATER VALVE
WATER METER
LEGAL DESCRIPTION
FIRE HYDRANT
WATER MANHOLE
LOTS 12 AND 13, SUNSET HILLS, ACCORDING TO THE PLAT
LIGHT POLE
®
JUNCTION BOX
THEREOF, RECORDED IN VOLUME 169 OF PLATS, PAGE 51,
TELEPHONE/CABLE RISER
� S
I
SOIL LOG
RECORDS OF KING COUNTY, WASHINGTON.
I
CHERRY TREE
SITUATE IN THE NORTHEAST QUARTER OF SECTION 5,
HOLLY TREE
3
___..._. .__......_.. -_ ..- TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY
0.8'
s
........... ......- _. _._.........
........._._
OF RENTON, KING COUNTY, WASHINGTON
i
DATUM
0.7 I
g' 'WQOQ
I
NAVD 88
FENCE,
,,,, .
. ........
BENCHMARK
CITY/OF
18"
•
• • •
1 8-COPPER PNIN266 0N 5" DIAMETER ROUND CONCRETE
N .
POST, DOWN 0.2', IN A MONUMENT CASE AT
THE CONSTRUCTED INTERSECTION OF N.E. 28TH STREET
^I
AND JONES AVENUE N.E.
300.
ELEVATION=247.87 FEET
INSTRUMENTATION
TRACTI
INSTRUMENT USED: 5 SECOND TOTAL STATION.
B.
FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM
CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH
p,g'
;..
_'...._. <.;.%..3....,..
WAC 332-130-090.
Wt
I
r..........
f 5CYCLONE; FENCE
o
Z 3 APPROX. LOCATION OF
�I"
EX. 8 WATER
. . . . .
o �..... .
Al ;I
r WOOD
SL
APPROX. LOCATION 5' DRAINAGE
EX. SEWER STUB
-�-- & U11UTY/ EASEMENT
REC. NO. 946301977 TYP.
APPRO . LOCATION; �s` I I 0.7' • • •
EX. CB I EX. 8" SD PER CITY, RECORDS \ 10' TIUTY EASEMENT k • • WATER MANHOLE
10' ELECTRIC' EASEMENT \ EX' RIM=301.47
t ` REC N0. 9406301977 DRIVEWAY
RIM=285.72 _ _ - VALVE=
300.45
N0. 93170282221 -],. -� L - �� I TOP OF VALVE 300 45
` _ L-
INV=283.72 (8"PVC-NE} - (2 D I E& )
/
_. _-.� - fNV 297 47
INV=282.02 (8"ADS-S) -' T '
SD SD 81 6 SD GATE. _ _ ... _.._ _ _... -- -
i 4u 81. O �'
a a . OLE
D
............-.._... .._ _. .... - -
MANHOLE
a
TORM
_........ .......
__a a ` . a ! °a th _ a N89°r97.2.G1"E,\6 a d d DRIVEWA, RIM=S302 09M
X.
® DRIVEEX. AY' INV=298.99 (12"ADS E&W)
® _ ANHOLE
•n. Df?IVEWAY .
EX. STORM M
g . . . . . ''w . . . . W •
RIM -303.06
W W.' W. qw. . . . . . . . . . .
EX. STORM MANHOLE o :E.'2�i� SYREET ' ' • ' ' ' ' APPRaX.' LOCATION OF,
INV=291.36 (12 -ADS -SE)
RIM=264.81 EX. STORM MANHOLE } p� M . . cn. EX. '12"'WATER ' INV=291.31 (12 ADS -W)
INV=253.81 (12"ADS-E&N) - RIM=286.45 A� �. . . . . . . . • . . . . .
INV -280.85 (12"ADS-�) . ? "`) ; SD- $D' S --
INV=253.66 (16"ADS-W) SD -�, . -r------ •-- -¢ . .
INV=280.80 (12"ADS-W� �" _ . . . . . . . . . . . . . . . . . . EX. SSMH
/ FOUND i N 7 RIM -301.96
WC 186.24'
SD ..i �, S S. cam, $ INV=291.71 (8"P'
EX. 12" STORM SD gp $D. S.
SD SD SD - SD .-,- - - itis .� S . . . . . . . ,. . . . . . . . . . . . b INV=291.61 (8"P'
APPROX. LOCATION oa
$ S 0 {, EX. •SEWER STUB a-
S $ 4 i.
_ S J7 .•• u
$ -- $ - S SEX. STORM MANHOLE 1. . `` :o. -. ;i a Q
RIM=270.23 --- - o
EX. SSMH
INV=262.83 (11 2 -ADS -N) a :. a q d °NEW
RIM=265.32 " a 4 METER" ORTLO
INV=262.63 (12 ADS-E&W) T 3
INV=248.22 (8"PVC-S) _._. ...._.. _.... ......... _..
EX. 1" WATER METERS TO BE
INV=248.10 (8"PVC-N&E) USED FOR LOTS 1 & 2_ -
INv=248.00 (8"Pvc-W).......
EX. CS
_. _.
__.
RIM=26914 EX. STORM MANHOLE
INV=285.54 (12"CMP-NE) RIM=296.33 PLAT OF STONE CASTLE
INV=285.44 (12"CMP-W) INV=290.01 (12"ADS-E) VOL. 200, PGS. 59-61
INV=289.93 (12 -ADS -W) LOT 26
EX. SSMH
RIM=291.72 LOT 27
INV=282.72 (8"PVC-E)
INV=282.62 (8"PVC-W)
t/
WATER VALVE
WATER METER
FIRE HYDRANT
WATER MANHOLE
UTILITY POLE
LIGHT POLE
®
JUNCTION BOX
i
°
TELEPHONE/CABLE RISER
� S
I
SOIL LOG
MAPLE TREE
I
CHERRY TREE
HOLLY TREE
MULTI TRUNK HAZELNUT
s
TREE (UNSPECIFIED)
i
N. W. 114 OF N. E. 114 OF SECTION 05, T. 23 N., R. 05 E., W. M.
CITY OF RENTON, STATE OF WASHINGTON
.. .........
I !
Lu
LU
z
Lu
>
u
P-4
z
z
Lu
EX. STORM MANHOLE
RIM=264.81
INV=253.81 ('12-ADS-E&N)
INV=253.66 (16*ADS-W)
FOUND
mic
SD SD
S S
EX. SSMH
RIM=265.32
INV=248.22 (8 -PVC -S)
INV=248.10 (8-PVC-N&E)
INV=248.00 (8 -PVC -W)
I
Bt
Bc
LOT 10 6' WOOD FENCE
LOT 14 13
. .. . ....... ......... ... . ..... ..... ........
1. 0, 0, ..... ............ . ........
... ........... ..
1.5' 162.62'
S89007'20"W
.......... . . .......... ..
7-
5Ar
6`wb.6o.'.
-1ro `0.7
.......... ....... ...... ... . ..... ....... . ............... ...... ....
sill 57
I............. .
LAND CLEARING NOTE
FENCE.
............
EXCEPT FOR RETAINED TREES
PLAT OF SUNSET HILLS
SHOWN, THIS SITE WILL BE CLEARED
VOL. 169, PG. 52
9,61/0/SQ. FT,//"
LOT 11
to
300.-�- H -
EXIrGREM
TIN(
OLD T LINE
5' CYCLONE FENCE ,,REES, TYP
L 13
A/
CIT
TRA
-w
LO F 12 /s 90 -,�?,
��89 00;z�L20 V V 9B'
9 7 210 -W ..... . ..........
00,
91. . .....
148.00'1
12'
............
_00
.... .......
....... . . . .
. . . ...........
.. .... . .....
...... .............. ............... . . . ....... .......
AXI STING
GATED
TRACT
.. ........
C NE/ CE
\ . ......... ... . . . . .
APPROX. LOCATION OF
F
..........
........ F EX. 8" WATER
/7,023 SQ. FT. ......
LOT 2
PROPOSED 18,
0.7' ..........
. ...........
INGRESS/EGRESS/
04 /8/,767 SQ. FT. UTILITY EASEMENT
1
(7,004 SQ. FT. 'NET)
REMOVE EXISTING p �
PROPOSED 16'
TREE, TYP.
I
5PAVED DRIVEWAY
PRIVATE ' FOR LOT 3 ONLY
4 ........... . . . . . ..
............
SL ....... 12" HOLLY
EASEMENT rWoob
...........
SEWER
APPROX. LOCATION 4 TO BE RETAINED
5' DRAINAGE FENC�
EX. SEWER STUB . ........
.............
TILITY'ItASEMENT
& U ........
............
REC. NO' 94630197 TYP
...........
APPRO LOCATION;' O .. . . . .
TO B 10" TREE X ...........
E RETAINED ON,,
CORDS
EX. 8 D PER CITY, RE
EX. 8" ....... WATER MANHOLE
EX. CB 10' TILITY EASEMENT
EX.
ELECTRIC\ EASEMENT
RIM=285.72 REC NO. 94063Q1977 REC. NO. 93102822211 ol ... ...... DRIVEWAY RIM=301.47
TOP OF VALVE=300.45
-PVC-NE)
INV=283.72 (8
'D.I.-E&W)
INV=297.47 (12
INV=282.02 WADS -S)
S6
D 91.12'
------ -CATE' . . . ....... ....... .......... ........... . ..... . ........ . . . . ...... . ..
1642.
4 . I " 1, , . . . , 1. .
.4
4 EX.
zz,
. . ....... . . ... .......... ............ . . .......... ..........
A
EX. STORM MANHOLE
EX. \4'
tX. 4 EX:- '4 DMVEWAY RIM=302.09
A
I Y 4, -E&W)
DRIVEWAY
EWAY- E8 ffiq
VEWA ell INV=298.99 (12"ADS
t/1B ,DRVV . . . . . . . . .
. . . . . . . . . ... . . . . . . . . EX. STORM MANHOLE
:w
. . . . . . w . . . W RIM=303.06
W W.: W . . . . . . . . . . . . .. 1. w . . . . . . . . . . . . . . . . .
-ADS-SE)
b !�TREtt - ..... .11
EX. STORM MANHOLE E. -24-TH4 .. ..... APPROX.' LOCATION OF' INV=291.36 (12
. . . . ... . . . . . . . . . . . . . . . . . .
RIM=286.45 . . . . . . . . . 1 2"'WATER INV=291.31 (12 -ADS -W)
T.O. BE REMOVED . . . . .
INV=280.85 (12
-ADS-Ey . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . SD- . . . . $D . . . . . . .
INV=280.80 (12-ADS_W} ... . . . . . . . F . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . .
EX. SSMH
ou. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RIM -301.96
EX. 12 STORM
SD. SD SD SD . . . ...... S S. S S INV -291.71 (8 -PVC -S)
S.
......... ...........
\S . . . . . . . . . . . . . . . . . . . . APPROX, •- LOCA:nON . . . . . .
S
S S - rl'�l
-S . . . . .. . . . . . . �Q, . . . . . . INV =291.61 (8 -PVC -W)
S �11
EX. STORM KTANHOLE
RIM=270.23
INV=262.83 (12 -ADS -N)
INV =262.63 (12-ADS-E&W)
lr EX. 'Dr-VVr-r% STUB . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
q . . . . . . . . . . . . .. I Ln
4
4
Z 4 '4
4
EX. EX.
EX. EX. EX. DRIVEWAY DRIVEWAY
EX. DRIVEWAY DRIVEWAY DRIVEWAY .......... ......... . .......... .. . ......... . . ....... ... ...... -------- - -
DRIVEWAY ... ....... .. . . . ......... . . . .. .... ...... .......
. .... ......... ............. ....... ......... . ..... ...
.... .......
EX. CB
RI=289.'14 EX. STORM MANHOLE
NV=285.54 (12 -CMP -NE) RIM=296.33
PLAT OF O
INV=285.44 (11 2 -CMP -W) INV=290.01 (12"ADS-E)
VOL. 200NE CASTLE
, STS. 59-61
INV=289.93 (12 ADS -W)
EX. SSMH LOT 26
RIM -291.72
LOT 28
INV=282.72 (8 -PVC -E) LOT 27
INV=282.62 (8 -PVC -W)
z
LEGEND
w
z
NE
25TH PL
40
FIRE HYDRANT
WATER MANHOLE
uj
z w
z
0
LIGHT POLE
W
w
JUNCTION BOX
o
TELEPHONE/CABLE RISER
z
0
SOIL LOG
MAPLE TREE
0
CHERRY TREE
w
HOLLY TREE
NE
MULTI TRUNK HAZELNUT
z
z z
w 0
4TH ST
TREE (UNSPECIFIED)
NE 24TH ST
w
z
w
z NE
23RD Sl
cn
w
z
0
z
0
VICINITY MAP
NTS
I I t �11M q i u; won
LOTS 12 AND 13, SUNSET HILLS, ACCORDING TO THE PLAT
THEREOF, RECORDED IN VOLUME 169 OF PLATS, PAGES 51
THROUGH 55, INCLUSIVE, RECORDS OF KING COUNTY,
WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
DATUM
NAVD 88
BENCHMARK
CITY OF RENTON 266
1/8- COPPER PIN ON 5- DIAMETER ROUND CONCRETE
MONUMENT POST, DOWN 0.2% IN A MONUMENT CASE AT
THE CONSTRUCTED INTERSECTION OF N.E. 28TH STREET
AND JONES AVENUE N.E.
El FVATION=247.87 FEET
INSTRUMENTATION
INSTRUMENT USED: 5 SECOND TOTAL STATION.
FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM
CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH
WAC 332-130-090.
LEGEND
WATER VALVE
WATER METER
FIRE HYDRANT
WATER MANHOLE
U11UTY POLE
LIGHT POLE
0
JUNCTION BOX
o
TELEPHONE/CABLE RISER
SOIL LOG
MAPLE TREE
CHERRY TREE
HOLLY TREE
MULTI TRUNK HAZELNUT
TREE (UNSPECIFIED)
CITY OF RENTON
N. E. 24TH 3- LOT
®® SHORT PLAT
FILE N0. LUA14- 001654
LAND RECORD NO. LND-20-0616
OWNER'S DECLARATION
KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S)
OF INTEREST IN THE LAND HEREIN DESCRIBED, DO HEREBY MAKE A SHORT
SUBDIVISION, THEREFORE DECLARE THIS MAP TO BE THE GRAPHIC
REPRESENTATION OF THE SAME, AND THAT SAID SUBDIVISION IS MADE WITH
THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE
OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS.
DECLARATION OF COVENANT:
THE OWNERS OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN
FOR THE BENEFIT TO ACCRUE FORM THIS SUBDIVISION, BY SIGNING HEREON
COVENANT AND AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEW
PRIVATE EASEMENST SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE
PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS
COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT.
THE PRECEDING STATEMENT OBLIGATES THE SELLER OF THE LOTS CREATED
TO "EXPRESSLY GRAND AND CONVEY" THE LOTS "TOGWETHER WITH AND/OR
SUBJECT TO" ANY NEW PRIVATE EASEMENTS DELINEATED ON THE SHORT
PLAT IN THE CONVEYING DOCUMENT.
W.H. HUGHES CO., INC., A WASHINGTON CORPORATION
WILLIAM H. HUGHES
STATE OF WASHINGTON
SS
COUNTY OF KING
ON THIS DAY PERSONALLY APPEARED BEFORE ME
TO ME KNOWN TO BE THE PERSON(S) THAT
EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT SAID
INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF THE SAID
PERSON(S), FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH
STATED THAT THEY WERE AUTHORIZED TO EXECUTE THE SAID INSTRUMENT.
GIVEN UNDER MY HAND AND SEAL THIS DAY OF 20
NOTARY PUBLIC IN AND FOR THE STATE
OF WASHINGTON RESIDING AT
STATE OF WASHINGTON)
SS
COUNTY OF KING
ON THIS DAY PERSONALLY APPEARED BEFORE ME
TO ME KNOWN TO BE THE PERSON(S) THAT
EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT SAID
INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF THE SAID
PERSON(S), FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH
STATED THAT THEY WERE AUTHORIZED TO EXECUTE THE SAID INSTRUMENT.
GIVEN UNDER MY HAND AND SEAL THIS DAY OF 20_.
NOTARY PUBLIC IN AND FOR THE STATE
OF WASHINGTON RESIDING AT
STATE OF WASHINGTON)
SS
COUNTY OF KING
ON THIS DAY PERSONALLY APPEARED BEFORE ME
TO ME KNOWN TO BE THE PERSON(S) THAT
EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT SAID
INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF THE SAID
PERSON(S), FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH
STATED THAT THEY WERE AUTHORIZED TO EXECUTE THE SAID INSTRUMENT.
GIVEN UNDER MY HAND AND SEAL THIS DAY OF 20
NOTARY PUBLIC IN AND FOR THE STATE
OF WASHINGTON RESIDING AT
LAND SURVEYOR'S CERTIFICATE
k THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER
'I MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY
RECORDING ACT AT THE REQUEST OF ROBERT P. WENZL IN OCTOBER,
ti 2013.
RODNEY G. HANSEN
CERTIFICATE NO. 21464
PORTION OF THE N. W. 1/4, N. E. 1/4, SECTION 5, TWP. 23 N. , RGE. 5 E., W. M.
CITY OF RENTON, KING COUNTY, WASHINGTON
SHORT PLAT CONDITIONS LEGAL DESCRIPTION
1. A DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED AT THE TIME OF
CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL BY
THE CURRENT PLANNING PROJECT MANAGER. THE DETAILED
LANDSCAPE PLAN SHALL INCLUDE, BUT IS NOT LIMITED TO, TWO TREES
WITHIN THE FRONT YARD AREA OF LOT 3 AND SHOW THE RELOCATION
OR REPLACEMENT OF ONE STREET TREE ALONG NE 24TH STREET. THE
10 -FOOT LANDSCAPED STRIP SHALL BE INSTALLED PRIOR TO FINAL
SHORT PLAT RECORDING AND THE STREET/FRONT YARD TREES SHALL
BE INSTALLED PRIOR TO FINAL BUILDING OCCUPANCY.
2. A FINAL TREE RETENTION PLAN IN COMPLIANCE WITH THE CITY'S
ADOPTED TREE RETENTION AND LAND CLEARING REGULATIONS SHALL
BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT APPLICATION
FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT
MANAGER.
3. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE
RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL ENGINEERING
REPORT PREPARED BY GEORESOURCES, LLC, DATED DECEMBER 22,
2014.
4. REVISED FRONTAGE IMPROVEMENT PLANS SHOWING THE REMOVAL OF
THE UNUSED CURB CUTS AND THE REPLACEMENT WITH CURB AND
GUTTER, LANDSCAPING, AND SIDEWALK SHALL BE SUBMITTED AT THE
TIME OF UTILITY CONSTRUCTION PERMIT REVIEW FOR REVIEW AND
APPROVAL BY THE CITY'S PLAN REVIEWER.
INSTALLATION OF THE IMPROVEMENTS SHALL BE COMPLETED PRIOR TO
FINAL SHORT PLAT APPROVAL.
5. ACCESS TO LOT 2 SHALL BE PROVIDED VIA THE PROPOSED ACCESS
EASEMENT ON THE EASTERN PORTION OF LOT 2. A NOTE REQUIRING
THE ACCESS TO LOT 2 TO BE PROVIDED FROM THE ACCESS EASEMENT
SHALL BE RECORDED ON THE FACE OF THE FINAL SHORT PLAT MAP.
6. A FIRE SPRINKLER SYSTEM SHALL BE REQUIRED WITHIN THE FUTURE
RESIDENCE TO BE CONSTRUCTED ON NEW LOT 3. A NOTE TO THIS
EFFECT SHALL BE RECORDED ON THE FINAL SHORT PLAT MAP.
7. NO FILL SHALL BE ALLOWED WITHIN THE NATURAL INRLTRATION AREAS
AND COMPACTION OF THE PROPOSED INFILTRATION AREAS SHALL NOT
BE PERMITTED.
8. A MINIMUM OF TWO EXISTING MATURE STREET TREES SHALL BE
RETAINED. THE UPDATED TREE RETENTION PLAN IDENTIFYING RETENTION
OF TWO STREET TREES SHALL BE SUBMITTED AT THE TIME OF
CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL BY
THE CURRENT PLANNING PROJECT MANAGER.
9. PRIMARY ENTRY FEATURES AND WINDOWS AND DOORS SHALL BE
LOCATED ON THE FACADE FACING NE 24TH ST. COMPLIANCE WITH
THESE STANDARDS SHALL BE SHOWN ON THE BUILDING PERMIT
APPLICATION FOR LOT 2.
10. FIRE IMPACT FEE FOR THE FUTURE HOUSES WILL BE PAYABLE AT
THE TIME OF BUILDING PERMIT ISSUANCE, THE CURRENT FIRE IMPACT
FEE IS 6V479.25; THE FEE IN EFFECT AT THE TIME OF BUILDING PERMIT
APPLICATION WILL BE APPLIED TO THIS PROJECT.
11. RENTON SCHOOL DISTRICT IMPACT FEE IS $5,541.00. THE RENTON
SCHOOL IMPACT FEE WILL BE PAYABLE AT THE TIME OF BUILDING
PERMIT ISSUANCE; THE FEE IN EFFECT AT THE TIEM OF BUILDING
PERMIT APPLICATION WILL BE APPLIED TO THEI PROJECT.
12. PARK IMPACT FEE WILL BE REQUIRED FOR THE FUTURE HOUSES.
THE CURRENT PARK IMPACT FEE IS $1,441.29. THE FEE IN EFFECT AT
THE TIME OF BUILDING PERMIT APPLICATION IS APPLICABLE TO THIS
PROJECT AND IS PAYABLE AT THE TIME OF BUILDING PERMIT
ISSUANCE.
13. TRANSPORTATION IMPACT FEE FOR THE NEW HOUSES WILL BE
PAYABLE AT THE TIME OF BUILDING PERMIT ISSUANCE; THE FEE IN
EFFECT AT THE TIME OF BUILDING PERMIT APPLICATION WILL BE
APPLIED TO THIS ROJECT. THE CURRENT TRANSPORTATION IMPACT
FEE IS $2,214.44.
AQUIFER PROTECTION NOTICE
THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S
AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS
OF THE CITY OF RENTON ORDINANCE #4367. THIS CITY'S SOLE
SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER
UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BETWEEN
THE WATER TABLE AND THE GROUND SURFACE. EXTREME CARE
SHOULD BE EXERCISED WHEN HANDLING OF LIQUID SUBSTANCE OTHER
THAN WATER TO PROTECT FROM CONTACT WITH THE GROUND
SURFACE. IT IS THE RESPONSIBILITY OF THE HOMEOWNERS TO
PROTECT THE CITY'S DRINING WATER.
RECORDER'S CERTIFICATE
FILED FOR RECORD THIS DAY OF ,
20 AT M. IN BOOK OF
AT PAGE(S) AT THE REQUEST OF RODNEY G. HANSEN.
RODNEY G. HANSEN
CERTIFICATE NO. 21464
PER OLD REPUBLIC TITLE, LTD. TITLE COMMITMENT ORDER NUMBER 5207128291 DATED
MAY 26, 2015,
LOTS 12 AND 13, SUNSET HILLS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME
169 OF PLATS, PAGES 51 THROUGH 55, INCLUSIVE, RECORDS OF KING COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
_TAX PARCEL NUMBER: 813200130 & 8132100120
EASEMENT TABLE
PER OLD REPUBLIC TITLE, LTD. TITLE COMMITMENT ORDER NUMBER 5207128291 DATED
MAY 26, 2015.
ITEM RECORDING NUMBER NOTES
8 9310282221 ELECTRIC TRANSMISSION AND DISTRIBUTION SYSTEM EASEMENT
(SHOWN HEREON)
9 9310282222 ELECTRIC TRANSMISSION AND DISTRIBUTION SYSTEM EASEMENT
(SHOWN HEREON)
10 9406301977 COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS,
PROVISIONS, DEDICATIONS AND MATTERS DELINEATED BY PLAT
(SHOWN HEREON)
11 9406130367 COVENANTS, CONDITIONS, RESTRICTIONS, LIMITATIONS,
EASEMENTS, ETC. AS PROVIDED IN INSTRUMENT
(NOT LOCATABLE)
AREA TABLE
ADDRESS TABLE
LOT 1 t'��:� -- - -_ _, �:_�i��Vi a_,;J�e
LOT 2
LOT 3'=-_-
LATEST REVISION: 6/4/15
x r.. JA
LOT 1
7,023.1
S.F.
OR
0.16 ACRES
+/-
LOT 2
8,766.9
S.F.
OR
0.20 ACRES
+/-
LOT 3
9,610.4
S.F.
OR
0.22 ACRES
+/-
TOTAL
25,400.4
S.F.
OR
0.58 ACRES
+/-
ADDRESS TABLE
LOT 1 t'��:� -- - -_ _, �:_�i��Vi a_,;J�e
LOT 2
LOT 3'=-_-
LATEST REVISION: 6/4/15
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PORTION
OF:
JUN 171015
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VOL. /PAGE
VICINITY MAP
(NOT TO SCALE)
APPROVALS
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
APPROVED THIS DAY OF
20
CITY OF RENTON ADMINISTRATOR, DEPARTMENT OF PUBLIC WORKS
KING COUNTY DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS DAY OF , 20
KING COUNTY ASSESSOR
RECORDING NO.
KING COUNTY ASSESSOR
PREPARED BY:
PORTION
OF:
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CITY OF RENTON
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LAND SURVEYORS & CONSULTANTS
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APPROVALS
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
APPROVED THIS DAY OF
20
CITY OF RENTON ADMINISTRATOR, DEPARTMENT OF PUBLIC WORKS
KING COUNTY DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS DAY OF , 20
KING COUNTY ASSESSOR
RECORDING NO.
KING COUNTY ASSESSOR
PREPARED BY:
PORTION
OF:
NW 1/4,
NE 1/4, SEC. 5, TWP. 23 N., RGE. 5 E., W.M.
CITY OF RENTON
N.E.
24TH 3 - LOT SHORT PLAT
LUA14-001654
HANSEN SURVEYING
SURVEYING
RENTON, WASHINGTON
LAND SURVEYORS & CONSULTANTS
DRAWN BY:
RF
DATE: 6/4/15 JOB NO.: 21522
17701 108TH AVE SE, PMB 208, RENTON, WA., 98055
TEL 425-235-8440 FAX 425-235-0266
CHKD BY:
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SCALE: N/A SKEET: 1 OF 2
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N. E. 24TH 3 - LOT
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LAND RECORD NO. LND-20-0616
FOUND MON. IN CASE
1001 LOCATED 9-25-07
1FOUND MON. IN CASE
I N 1/4 COR. 05-23-05
CITY OF RENTON
CONTROL POINT #266
LOCATED 9-25-07
(HELD CITY COORDINATE) I
MEASURED CITY RECORD
N:191427.8920 N:191427.8920
E:1303576.7800 E:1303576.7800
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CITY OF RENTON, KING COUNTY, WASHINGTON
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I FOUND MON. IN CASE I
CITY OF RENTON
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I FOUND MON. IN CASE
LOCATED 9-25-07
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FOUND MON. IN CASE
a I CITY OF RENTON
!O CONTROL POINT #1839
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a CITY RECORD
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LATEST REVISION: 6/4/15
N 89'07'51" E 162.62' N 00'28'56" E
(N 89'07'20" E -P) 8.53'
NE 24TH STREET
VOL. /PAGE
N
1" = 30'
0' 30' 60'
NAD 1983/91 BEARING (CITY OF RENTON)
TOTAL SITE AREA= 25,400.4 S.F. OR 0.58 Ac. +/
LEGEND
COR
TRACT "A"
P
= SUNSET HILLS PLAT RECORD
FENCE COR.
1.5'S & 2.7'E (N 89'07'20"
N 89'07'51"
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FENCE FENCE
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71.50'
91.12'
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CITY OF RENTON
CONTROL POINT #334
LOCATED 9-25-07 I
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LOCATED 9-25-07
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a I CITY OF RENTON
!O CONTROL POINT #1839
M LOCATED 9-25-07
a CITY RECORD
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E:1303551.9930
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186.24'
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LATEST REVISION: 6/4/15
N 89'07'51" E 162.62' N 00'28'56" E
(N 89'07'20" E -P) 8.53'
NE 24TH STREET
VOL. /PAGE
N
1" = 30'
0' 30' 60'
NAD 1983/91 BEARING (CITY OF RENTON)
TOTAL SITE AREA= 25,400.4 S.F. OR 0.58 Ac. +/
LEGEND
COR
= CITY OF RENTON
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ACCESS FOR LOT 2 SHALL
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ACCESS EASEMENT
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PREPARED BY: PORTION OF:
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CITY OF RENTON
N.E. 24TH 3 — LOT SHORT PLAT
LUA14-001654
HANSEN SURVEYING RENTON, WASHINGTON
LAND SURVEYORS & CONSULTANTS DRAWN BY. RF DATE: 6/4/15 JOB NO.: 21522
17701 108TH AVE SE, PMB 208, RENTON, WA., 98055
TEL. 425-235-8440 FAX 425-235-0266 CHKD BY: RGH SCALE: N/A SHEET: 2 OF 2
N. W. 114 OF N. E. 114 OF SECTION 05, T. 23 N., R. 05 E., W. M.
CITY OF RENTON, STATE OF WASHINGTON
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TRACT
��T Z:.II�' APPROX. LOCATION OF
i I �- ) I EX. 8 WATER
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PROPOSED 18'
0.7' NFA! 6" S R / -�--•- INGRESS/EGRESS/
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SERVICE FO OT 3 N ;'I I ,8;767 SQ. FT. UTILITY EASEMENT
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(7,004 SQ. FT. INET) I .
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o' p_ 5' PRIVATE ' I ' FOR LOT 3 ONLY
B ......... .
SEWER �i / ......... I
V EASEMENT ;� I,. 4'' WOOD
APPROX.
SEWER STUB 5' DRAINAGE 0 � ,) I /i �
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EX. CURB 5' SIDEWALK 6.5' PLANTER o ;I (, `, EX. STREET
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STRIP TO REMAIN I 0'.7.%- I RELOCATED
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EX. CB I t 0 10 TILITY EASEMENT:a.
10 ELECTRIC .EASEMENT �,.'l �', , , , , , , , , , EX, WATER MANHOLE
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I INV=283.72 (8 -PVC -NE) �, - ---L- p -3
5
INV=282.02 (8"ADS-S) T i o 2 -D.. -E&
1 ' EW DRIVEWAY ..__. 0V=2
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NEW DRIVEWAY;
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IEX. STORM MANHOLE
RIM=264.81
INV=253.81 (12"ADS-E&N)
INV=253.66 (16"ADS-W)
FOUND
MIC _
SD SD ----------H
S S S --
EX. SSMH
RIM=265.32
INV=248.22 (8"PVC-S)
INV=248.10 (8"PVC-N&E)
INV=248.00 (8"PVC-W)
EX..,� EX: �. . ; ® DRIVEWAY RIM=302.09
DRIVEWAY \ ®..X. ° F "
�I DRIVEWAY °: � _ ° INV=298.99 12 ADS-E&W
® :r DRIVEWAY :(`'` ( )
�----- . . . . 'I. . . . . . . . . . . . . . . . . . .W. . . EX. STORM MANHOLE
W W. ;• .W. IfW, ----� -,-c- -, g. . r ;' RIM=303.06
�'' :E.'24TH�STREET�' APPROX.- LOCATION OF' INV=291.36 (12"ADS-SE)
EX. STORM MANHOLE �, , , ! EX.. STREET. TREE, INV=291.31 12"ADS-W
RIM=286.45 ' ' 1!'W EX. IW T.O.BE REMAVED . EX. '12"'WATER ' ( )
INV=280.85 (12"ADS-E) , PAVEMEN �.: SD SD. S
INV=280.80 (12 -ADS -W} . . . . . . . . ----- ---- .
. . . . . . . . . . . . . . . . . . . EX. SSMH
SD;_ _ __.._._. -r-�- V
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1,. S S INV 291.71 8 PVC -S
S � S S S S ;; ' �'-,---- �S PAVEMENT. oS . ul �l . �.:` . APPROi(. LOOATION . �� INV=291.61 (8-W)
EX. STORM MANHOLE r' :o. . ' ` EX: SEWER STiJB `�
�:,. t
RIM=270.23 . . . . . . . . . . . . . ° a °
1 \
&WAIN \ _ _ ° ° .. ° a °N ° ° '° ' ° d
INV -262.83 (12-N) 9 ,..
INV=262.63 (12"ADS-E&W) ° °. a ° . " _ ° a. EX. ° ° EX. EX. DRIVEWAY
EX. EX. EX. 1" WATER METERS TO BE DRIVEWAY NEW 1 WATER DRIVEWAY
DRIVEWAY DRIVEWAY USED FOR LOTS 1 & 2 DRIVEWAY METER FOR LOT 3
_...... .._.._...._ _.__....... __ .._.._..... .......... __. ......._..... - - ...... _.. _.._...._.. - -. _.._.
_...... ..__....._ _...... ...._..._.. ................ ._..._...... .... ..............
_._
_._._._. _._._..._ __..._ .... _.._.. EX. CB
J-289.14 EX. STORM MANHOLE
NV=285.54 (12 -CMP -NE) RIM=296.33
INV=285.44 (1 2 -CMP -W) INV=290.01 (12"ADS-E PLAT OF ST NE CASTLE
INV=289.93 (1 2 -ADS -W) LOT 26 VOL. 200,
S. 59-61
EX. SSMH
RIM=291.72 LOT 27 LOT 28
j INV=282.72 (8"PVC-E)
INV=282.62 (8"PVC-W)
z
LEGEND
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NE
25TH PL
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40
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FIRE HYDRANT
('W
WATER MANHOLE
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LIGHT POLE
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TELEPHONE/CABLE RISER
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MULTI TRUNK HAZELNUT
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.24TH ST
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NE 24TH ST
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VICINITY MAP
NTS
;' R' :yrs
LOTS 12 AND 13, SUNSET HILLS, ACCORDING TO THE PLAT
THEREOF, RECORDED IN VOLUME 169 OF PLATS, PAGE 51,
RECORDS OF KING COUNTY, WASHINGTON.
SITUATE IN THE NORTHEAST QUARTER OF SECTION 5,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY
OF RENTON, KING COUNTY, WASHINGTON
DATUM
NAVD 88
BENCHMARK
CITY OF RENTON 266
1/8" COPPER PIN ON 5" DIAMETER ROUND CONCRETE
MONUMENT POST, DOWN 0.2', IN A MONUMENT CASE AT
THE CONSTRUCTED INTERSECTION OF N.E. 28TH STREET
AND JONES AVENUE N.E.
ELEVATION -247.87 FEET
INSTRUMENTATION
INSTRUMENT USED: 5 SECOND TOTAL STATION.
FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM
CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH
WAC 332-130-090.
LEGEND
' g
WATER VALVE
EE
WATER METER
I jQ
FIRE HYDRANT
('W
WATER MANHOLE
UTILITY POLE
! ¢---
LIGHT POLE
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JUNCTION BOX
i
®
TELEPHONE/CABLE RISER
SOIL LOC
I ,
MAPLE TREE
I
CHERRY TREE
I %=
HOLLY TREE
MULTI TRUNK HAZELNUT
TREE (UNSPECIFIED)
RECORDING NO.
VOL./PAGE
NE
HORIZONTAL CONTROL
-4�
z
25TH PL
40
<
w
z w
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CITY OF RENTON CONTROL POINT 268
b
+
1/8" COPPER PIN ON 5" DIAMETER ROUND CONCRETE MONUMENT POST,
UJIw
Aw [-4
55 ® EA
DOWN 0.2', IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF
N.E. 28TH STREET AND JONES AVENUE N.E.
Willi
SCALE: 20 FT. 111111 1
1 INCH =
0 10' 20' 40'
z
CITY OF RENTON CONTROL POINT 1839
NE
1/8 COPPER PIN ON CONCRETE POST MONUMENT IN A MONUMENT CASE,
DOWN 0.4', AT THE CONSTRUCTED INTERSECTION OF N.E. 20TH STREET
24TH ST 11
PORTION OF
2
0 5 10 20
��
AND JONES AVENUE N.E.
N.W. 1/4, N.E. 1/4 SEC.
05, TWN. 23 N., RGE 05 E., W. M.
SCALE 1 " = 20'
w
z NE
LOT 14
LOT 10 6' WOOD FENCE 0.8'
1.0
1.5 162.62'
S89 °07'20 " W
......... _. _.._........ _._.. _ —
777� 2)6 --- ------------------� 0.7'
<' t 7.5' BSBL, I ( I I FENCE. . ..I
TYP.
PLAT OF SUNSET HILLS I I I I I I
VOL. 169, PG. 52 I I I I I LOT 3
9,610 SQ. FT
N
LOT 11 EX. 2.5' DRAINAGE & I �I
h I -■-{ Imo- UTILITIES EASEMENT . . . . .I
I TO BE VACATED I I I
i_.1--•---- OLD LOT LINE I I
5' CYCLONE FENCE I LOT '13
-----_ IjI_ ---�
�-------------- I TR CT'
S89°U7'20"W LOT 12 S00°29'38"W I °'B*. .
3.00' ! S89 07 20 W 115.62
48.00 23.50, 91.12 ..'.'.'iJ.g'.'.. . . . . . . .
...................
0.3'W
25' BSBL, ..,.. ... '•
i I TYP. �K, °0 .EXISTING.
:^; :� !'� GATED
FOUND MIC I — — 5' CYCLONE FENCE I :..:..:::....:..:.....i O (' TRACT
C.O.R. #266 I �- — — I- -- — — — — -�
I7.5' BSBL, TYP, LOT 1 I II I I I . . . . . .
LL1 I 7,023 SQ. FT.
' PROPOSED 18'
L®T :::;::::L
INGRESS/EGRESS/
..
3 I UTILITY EASEMENT
LLJN II I 8,767 SQ. FT. I ..............� . . . . . .
op Ia I co I , (7,004 SQ. FT. NET) .
Ivy i o� (I I I PROPOSED 16'
Q N II ( I PAVED DRIVEWAY
O I 5' PRIVATELU
I FOR LOT 3 ONLY
Y
O I SEWER I
I Z kl V EASEMENTI I ............. 4'Woo
12.5' DRAINAGE
LL
II ( F�NCEi
W
LU m -"� �--I & UTILITY EASEMENT - -
rn Z REC. NO. 946301977, TYP_ - - - - J N IL_ - - - - - - .....................� I. .
pa ^ W I----- i O
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10' ELECTRIC EASEMENT 25' BSBL, t EX.
m REC. NO. 9406301977 ``'
� I REC. N0. 9310282221 � � TYP.— • . I : , ,I DRIVEWAY
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I
FOUND MIC
C.O.R. #1839
LEGEND
pp CORNERS TO BE SET, TYP.
LS# 11332
FOUND 2" BRASS DISC IN
CONCRETE (VISITED 05/2010)
PRELIMINARY
N.E. 24TH 3 -LOT
SHORT .PLA T
LI.J
z
UJI
LU
Q
LLj
W
z
MW 111111
LUA
LND
SHORT PLAT
VICINITY MAP
NTS
LOTS 12 AND 13, SUNSET HILLS, ACCORDING TO THE PLAT
THEREOF, RECORDED IN VOLUME 169 OF PLATS, PAGE 51,
RECORDS OF KING COUNTY, WASHINGTON.
SITUATE IN THE NORTHEAST QUARTER OF SECTION 5,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY
OF RENTON, KING COUNTY, WASHINGTON
DATUM
NAVD 88
CITY OF RENTON 266
1/8" COPPER PIN ON 5" DIAMETER ROUND CONCRETE
MONUMENT POST, DOWN 0.2', IN A MONUMENT CASE AT
THE CONSTRUCTED INTERSECTION OF N.E. 28TH STREET
AND JONES AVENUE N.E.
ELEVATION=247.87 FEET
INSTRUMENTATION
25' 25' INSTRUMENT USED: 5 SECOND TOTAL STATION.
I FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM
CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH
WAC 332-130-090.
PROPERTY OWNER JACK COWEN
1830 N.E. 24TH STREET
RENTON, WA 98056
ENGINEER/SURVEYOR CHAD ALLEN/SHUPE HOLMBERG
ENCOMPASS ENGINEERING & SURVEYING
165 N.E. JUNIPER STREET, SUITE 201
ISSAQUAH, WA 98027
(425) 392-0250
TOTAL PROPOSED LOTS 3
TAX PARCEL NOS. 813210-0130 & 813210-0120
ZONING R-8
PARCELS AREA 25,400 SQ. FT.
0.58 ACRES
PROPOSED NET DENSITY 5.6 DU/ACRE
MAX. ALLOWABLE DENSITY 8.0 DU/ACRE
CRITICAL AREAS 0 SQ. FT.
CRITICAL AREAS BUFFER 0 SQ. FT.
PROPOSED PUBLIC STREET
DEDICATION 0 SQ. FT.
PROPOSED LOT AREAS (GROSS/NET)
LOT 1 7,023 SQ. FT./7,023 SQ. FT.
LOT 2 8,767 SQ. FT./7,004 SQ. FT.
LOT 3 9,610 SQ. FT./9,610 SQ. FT
PRIVATE ACCESS
EASEMENT AREA 1,763 SQ. FT.
Elw-%[ c0--& m #L--I%p coal s s �, �*
ENGINEERING & SURVEYING
Western Washington Division
165 NE juniper Street, Suite 201 ■ Issaquah, WA 98027 ■ Phone: (425) 392-0250 a Fax: (425) 391-3055
DWN. BY DATE JOB NO. 14690
JEF 12/24/14 DWG NO. 14690—TOPO
CHKD. BY SCALE SHEET
TJR 1 "=20' 1 OF 1
NE
z
z
25TH PL
40
<
w
z w
z
0
UJIw
NE
z
Y REM
24TH ST 11
2
NE 24TH ST
w
z
w
z NE
w
�! 23RD S11
V)
w
w
O
D
il
z
0
11
VICINITY MAP
NTS
LOTS 12 AND 13, SUNSET HILLS, ACCORDING TO THE PLAT
THEREOF, RECORDED IN VOLUME 169 OF PLATS, PAGE 51,
RECORDS OF KING COUNTY, WASHINGTON.
SITUATE IN THE NORTHEAST QUARTER OF SECTION 5,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY
OF RENTON, KING COUNTY, WASHINGTON
DATUM
NAVD 88
CITY OF RENTON 266
1/8" COPPER PIN ON 5" DIAMETER ROUND CONCRETE
MONUMENT POST, DOWN 0.2', IN A MONUMENT CASE AT
THE CONSTRUCTED INTERSECTION OF N.E. 28TH STREET
AND JONES AVENUE N.E.
ELEVATION=247.87 FEET
INSTRUMENTATION
25' 25' INSTRUMENT USED: 5 SECOND TOTAL STATION.
I FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM
CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH
WAC 332-130-090.
PROPERTY OWNER JACK COWEN
1830 N.E. 24TH STREET
RENTON, WA 98056
ENGINEER/SURVEYOR CHAD ALLEN/SHUPE HOLMBERG
ENCOMPASS ENGINEERING & SURVEYING
165 N.E. JUNIPER STREET, SUITE 201
ISSAQUAH, WA 98027
(425) 392-0250
TOTAL PROPOSED LOTS 3
TAX PARCEL NOS. 813210-0130 & 813210-0120
ZONING R-8
PARCELS AREA 25,400 SQ. FT.
0.58 ACRES
PROPOSED NET DENSITY 5.6 DU/ACRE
MAX. ALLOWABLE DENSITY 8.0 DU/ACRE
CRITICAL AREAS 0 SQ. FT.
CRITICAL AREAS BUFFER 0 SQ. FT.
PROPOSED PUBLIC STREET
DEDICATION 0 SQ. FT.
PROPOSED LOT AREAS (GROSS/NET)
LOT 1 7,023 SQ. FT./7,023 SQ. FT.
LOT 2 8,767 SQ. FT./7,004 SQ. FT.
LOT 3 9,610 SQ. FT./9,610 SQ. FT
PRIVATE ACCESS
EASEMENT AREA 1,763 SQ. FT.
Elw-%[ c0--& m #L--I%p coal s s �, �*
ENGINEERING & SURVEYING
Western Washington Division
165 NE juniper Street, Suite 201 ■ Issaquah, WA 98027 ■ Phone: (425) 392-0250 a Fax: (425) 391-3055
DWN. BY DATE JOB NO. 14690
JEF 12/24/14 DWG NO. 14690—TOPO
CHKD. BY SCALE SHEET
TJR 1 "=20' 1 OF 1
N.W. 1/4 OF N.E. 1/4 OF SECTION 05, T. 23 N., R. 05 E., W.M.
CITY OF RENTON, STATE OF WASHINGTON
62 762.62'
16 .--.2
S89°07'20"'W _-_
(91.02 / / 81./6 0
J f--
loll
FE(
®I
PROPOSED O`T 3 /
9,,x613.20 SFIOT6� / '' � ,/ / i i ®I
IV
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/
4:00 / 3. /_
i
�® 91.12 /
LOT LINES
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--,Z // // / / / / / / //
/ to
�/ I I I I Z
/ I LTJ
0
/< ` I
W I
/ I / OT U) I
/
J ,' ' : PROPOSEDiLOT 2
0i J , P; OPO / ' y�" LOT � / / I I Q ,\
!S , , ,, ' / rn l / / 7 007.70 S F IL / "Ill W v I
J 7 0 / / OT ARAJ
25./1'6 F LOT AREA , I / I J U) \ I
/ / (EXCLUDING EASEPkNT) / cN I I U)CID \
Q PROPERTY LINE
I J 0 I
4 / / / / I / loll
PLANT SCHEDULE
BOTANICAL NAME COMMON NAME
SIZE COMMENTS
LANDSCAPE NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND
CONDITIONS PRIOR TO STARTING LANDSCAPE WORK.
2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR
IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. (LOCATION SERVICE PHONE: 1-800-424-5555)
3. CONTRATOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE
4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS
UTILIZING ON -CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS
5. GROUND COVERS SHALL BE PLANTED IN AN EQUILATERAL TRIANGULAR SPACING PATTERN AT THE ON -CENTER DISTANCES SH(
ON THE PLAN OR IN THE PLAN SCHEDULE. WHERE GROUND COVER ABUTS CURBING, SIDEWALKS, SIGNS OR POLES,
MINIMUM PLANTING DISTANCES SHALL BE 12" FROM CENTER OF PLANT TO CURB, SIDEWALK, ETC. MINIMUM PLANTING
DISTANCE SHALL BE 24" FROM CENTER OF TREES AND SHRUBS.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON
7. SUBGRADE IS TO BE WITHIN 1/10TH OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL
CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" IN DIAMETER.
8. NEW BED AREAS, AS SHOWN ON THE PLANS, SHALL RECEIVE A MINIMUM OF 4" DEPTH "CEDARGROVE" COMPOST
THEN ROTOTILLED TO A DEPTH OF 8". THEN AN ADDITIONAL 4" MINIMUM OF TOPSOIL IN ALL NEW BED AREAS.
9. ALL BEDS TO RECEIVE A MINIMUM OF 3" FERTI-MULCH.
10. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH ACRO TRANSPLANT FERTILIZER 4-2-2 PER
11. ALL PLANT MATERIAL SHALL CONFORM TO ANSI 260.1 AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION.
A. GENERAL: ALL PLANT MATERIALS FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES
OF VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL BE FULL, WELL -BRANCHED, WELL-
PROPORTIONED, AND HAVE A VIGOROUS, WELL-DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY
UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT.
B. TREES, SHRUBS, AND GROUNDCOVERS: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS
SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL -FOLIATED WHEN IN LEAF. FREE OF
DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL BE;
MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER.
12. CONTRACTOR TO PROVIDE A ONE-YEAR WARRANTY ON ALL PLANT MATERIAL.
/ I 10' MIN. ON—SITE LANDSCAPE ALONG
/ .�( I // I � I �O I STREET FRONTAGES.
/ I I I II
I I /
PROPOSED STREET TREE LOCATIONS
Y w Y W d W W W
•y W\ W W W v W
yV N W W W W
-0. J
l P 1
/.
1. al
SCALE: 1"=10'—O"
• W w W W W� w W W
.
. /
-ni.E.- ET.
0
��
4 —qzrl� 1 4 \ d d
�`Y W •Y w W w W W w .y W •Y W .W j W W
77 /W W /j W W •Y W W W W\ W W Y / �Y �W W W W W W
W, // ;O •Y W�W •Y W W / / W /Y W W •y W
/ /.
waw I , i2l I
1/2 DIA. OF PLANT
OR AS SHOWN ON
DRAWING
EQUAL SPACING
W W W W W
J• W W Y J• Q
EDGE OF PAVING OR PLANTING BED
SHRUB AND GROUNDCOVER
SPACING DETAIL
NOT TO SCALE
PLANT 1" HIGHER
IN NURSERY
FINISH GRAL
PLANT MATERIAL PER PLANT
SCHEDULE ON THIS SHEET.
EXISTING SIDEWALK
EXISTING STREET TREES (CHERRY)
TO BE REMOVED OR RELOCATED.
EXISTING LAWN TO REMAIN.
RUNE DISEASED AND
ROKEN BRANCHES
EMOVE TOP 1/3 OF BURLAP
" SETTLED DEPTH OF
PECIFIED MULCH
ERTILIZER TABLETS/SPECS
PECIFIED AMENDED BACKFILL
OMPACT AND WATER THOROUGHLY
IRM NATIVE SOIL MOUND
SHRUB PLANTING DETAIL
NOT TO SCALE
2" MA;
SPECIFIED TREE STAKE(S)—
INSTALL "TREE BOOT" OR
"ARBORGARD" IN LAWN AREAS
PLANT TREE 1"-2" HIGHER —
THAN IN NURSERY
WATERING BASIN �
SPECIFIED PLANTING SOIL—
UNDISTURBED GROUND —
12" MIN. FOR WOOD —
STAKES & 18" FOR REBAR
STAPLE
TREE
ZREINFORCED RUBBER HOSE
OR VINYL W/16 GA. WIRE TIES
DETAIL
PRUNE DISEASED AND
BROKEN BRANCHES
HOSE & WIRE TIES,
SEE DETAIL ABOVE
REMOVE BINDING TWINE & TOP
1/3 OF BURLAP.
2" SETTLED DEPTH WITH SPECIFIED MULCH
FERTILIZER TABLETS
(4-21 GRAM -20-10-5)
SCARIFY PLANTING PIT
SIDES AND BOTTOM
6" DEEP, FIRM, NATIVE
SOIL MOUND
2x ROOTBALL WIDTH �IN HEAVY SOILS, AUGER 8"x6' DEEP
HOLE (OR THROUGH HARDPAN) FILL
WITH CRUSHED ROCK. VERIFY GOOD
DRAINAGE PRIOR TO PLANTING.
TREE PLANTING & STAKING DETAIL
NOT TO SCALE
STAPLE
TREE
REINFORCED RUBBER HOSE
OR VINYL W/16 GA. WIRE TIES
DETAIL
PRUNE DISEASED AND
BROKEN BRANCHES
HOSE AND WIRE TIES,
SEE DETAIL ABOVE
= SPECIFIED TREE STAKE(S)
c�
REMOVE BINDING MATERIAL AND
TOP 1/3 OF BURLAP
w
it WATERING BASIN
FINISH GRADE 2" SETTLED DEPTH
WITH SPECIFIED MULCH
SPECIFIED AMENDED BACKFILL
FERTILIZER TABLETS
i
SCARIFY PIT SIDES AND BOTTOM
18" MIN.
FIRM NATIVE SOIL MOUND
2x ROOTBALL WIDTH
CONIFEROUS TREE PLANTING AND STAKING DETAIL
NOT TO SCALE
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY
Call
before you
i� •
1-800-424-5555
UNDERGROUND SERVICE (USA)
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555
es
TREES
Thuja plicata 'Excelsa'
Western Red Cedar
8'
Well Branched / Matching/ Native
.o
Acer circinatum
Vine Maple
1 1/2" cal.
Min. 3 stems/ Well Branched / Native
SHRUBS
Hemerocallis 'Stella d Oro'
Daylily
1 gal
Full / Compact /Drought tolerant
®
Rosa rugosa 'Hansa'
Hansa Japanese Rose
18"
Full / Compact /Drought tolerant
OPolystichum
munitum
Sword Fern
2 gal
Full / Compact / Native
o °
Myrica californica
Pacific Wax Myrtle
5 gal
Full / Compact / Native
CCornus
a. 'Elegantissima'
Variegated Dogwood
5 gal
Full / Compact
M P
Pinus mugo 'Pumilio'
Dwarf Mugo Pine
2 gal
Full / Compact /Drought tolerant
Miscanthus sinensis
Maiden Grass
5 gal
Full / Compact
GROUNDCOVERS
Arctostaphylos uva ursi
Kinnickinnick
4"pots
Full / Compact / Plant 12"
on center/ Drought talerant
LANDSCAPE NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND
CONDITIONS PRIOR TO STARTING LANDSCAPE WORK.
2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR
IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. (LOCATION SERVICE PHONE: 1-800-424-5555)
3. CONTRATOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE
4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS
UTILIZING ON -CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS
5. GROUND COVERS SHALL BE PLANTED IN AN EQUILATERAL TRIANGULAR SPACING PATTERN AT THE ON -CENTER DISTANCES SH(
ON THE PLAN OR IN THE PLAN SCHEDULE. WHERE GROUND COVER ABUTS CURBING, SIDEWALKS, SIGNS OR POLES,
MINIMUM PLANTING DISTANCES SHALL BE 12" FROM CENTER OF PLANT TO CURB, SIDEWALK, ETC. MINIMUM PLANTING
DISTANCE SHALL BE 24" FROM CENTER OF TREES AND SHRUBS.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON
7. SUBGRADE IS TO BE WITHIN 1/10TH OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL
CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" IN DIAMETER.
8. NEW BED AREAS, AS SHOWN ON THE PLANS, SHALL RECEIVE A MINIMUM OF 4" DEPTH "CEDARGROVE" COMPOST
THEN ROTOTILLED TO A DEPTH OF 8". THEN AN ADDITIONAL 4" MINIMUM OF TOPSOIL IN ALL NEW BED AREAS.
9. ALL BEDS TO RECEIVE A MINIMUM OF 3" FERTI-MULCH.
10. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH ACRO TRANSPLANT FERTILIZER 4-2-2 PER
11. ALL PLANT MATERIAL SHALL CONFORM TO ANSI 260.1 AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION.
A. GENERAL: ALL PLANT MATERIALS FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES
OF VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL BE FULL, WELL -BRANCHED, WELL-
PROPORTIONED, AND HAVE A VIGOROUS, WELL-DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY
UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT.
B. TREES, SHRUBS, AND GROUNDCOVERS: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS
SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL -FOLIATED WHEN IN LEAF. FREE OF
DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL BE;
MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER.
12. CONTRACTOR TO PROVIDE A ONE-YEAR WARRANTY ON ALL PLANT MATERIAL.
/ I 10' MIN. ON—SITE LANDSCAPE ALONG
/ .�( I // I � I �O I STREET FRONTAGES.
/ I I I II
I I /
PROPOSED STREET TREE LOCATIONS
Y w Y W d W W W
•y W\ W W W v W
yV N W W W W
-0. J
l P 1
/.
1. al
SCALE: 1"=10'—O"
• W w W W W� w W W
.
. /
-ni.E.- ET.
0
��
4 —qzrl� 1 4 \ d d
�`Y W •Y w W w W W w .y W •Y W .W j W W
77 /W W /j W W •Y W W W W\ W W Y / �Y �W W W W W W
W, // ;O •Y W�W •Y W W / / W /Y W W •y W
/ /.
waw I , i2l I
1/2 DIA. OF PLANT
OR AS SHOWN ON
DRAWING
EQUAL SPACING
W W W W W
J• W W Y J• Q
EDGE OF PAVING OR PLANTING BED
SHRUB AND GROUNDCOVER
SPACING DETAIL
NOT TO SCALE
PLANT 1" HIGHER
IN NURSERY
FINISH GRAL
PLANT MATERIAL PER PLANT
SCHEDULE ON THIS SHEET.
EXISTING SIDEWALK
EXISTING STREET TREES (CHERRY)
TO BE REMOVED OR RELOCATED.
EXISTING LAWN TO REMAIN.
RUNE DISEASED AND
ROKEN BRANCHES
EMOVE TOP 1/3 OF BURLAP
" SETTLED DEPTH OF
PECIFIED MULCH
ERTILIZER TABLETS/SPECS
PECIFIED AMENDED BACKFILL
OMPACT AND WATER THOROUGHLY
IRM NATIVE SOIL MOUND
SHRUB PLANTING DETAIL
NOT TO SCALE
2" MA;
SPECIFIED TREE STAKE(S)—
INSTALL "TREE BOOT" OR
"ARBORGARD" IN LAWN AREAS
PLANT TREE 1"-2" HIGHER —
THAN IN NURSERY
WATERING BASIN �
SPECIFIED PLANTING SOIL—
UNDISTURBED GROUND —
12" MIN. FOR WOOD —
STAKES & 18" FOR REBAR
STAPLE
TREE
ZREINFORCED RUBBER HOSE
OR VINYL W/16 GA. WIRE TIES
DETAIL
PRUNE DISEASED AND
BROKEN BRANCHES
HOSE & WIRE TIES,
SEE DETAIL ABOVE
REMOVE BINDING TWINE & TOP
1/3 OF BURLAP.
2" SETTLED DEPTH WITH SPECIFIED MULCH
FERTILIZER TABLETS
(4-21 GRAM -20-10-5)
SCARIFY PLANTING PIT
SIDES AND BOTTOM
6" DEEP, FIRM, NATIVE
SOIL MOUND
2x ROOTBALL WIDTH �IN HEAVY SOILS, AUGER 8"x6' DEEP
HOLE (OR THROUGH HARDPAN) FILL
WITH CRUSHED ROCK. VERIFY GOOD
DRAINAGE PRIOR TO PLANTING.
TREE PLANTING & STAKING DETAIL
NOT TO SCALE
STAPLE
TREE
REINFORCED RUBBER HOSE
OR VINYL W/16 GA. WIRE TIES
DETAIL
PRUNE DISEASED AND
BROKEN BRANCHES
HOSE AND WIRE TIES,
SEE DETAIL ABOVE
= SPECIFIED TREE STAKE(S)
c�
REMOVE BINDING MATERIAL AND
TOP 1/3 OF BURLAP
w
it WATERING BASIN
FINISH GRADE 2" SETTLED DEPTH
WITH SPECIFIED MULCH
SPECIFIED AMENDED BACKFILL
FERTILIZER TABLETS
i
SCARIFY PIT SIDES AND BOTTOM
18" MIN.
FIRM NATIVE SOIL MOUND
2x ROOTBALL WIDTH
CONIFEROUS TREE PLANTING AND STAKING DETAIL
NOT TO SCALE
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY
Call
before you
i� •
1-800-424-5555
UNDERGROUND SERVICE (USA)
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555
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