HomeMy WebLinkAboutLarge FormatSW 1/4 OF SEC. 20, TWP..23N., RGE. .05E, W.M.
DENISE LIF N
CERTIFICATE NO. 523
STAMP NOT VALID
UNLESS SIGNED AND DATED
JOB N0. 09.029
SH&BT N0. L lOF
c - Hydroseeded mix shall be as epecTneci on the plans W=--U vQ[ [ IQ , wt 11l=- II=LA Qilu l 1111. � UT ... _ disease and in thrivin condition. NOT TO SCALE
till into suberade to a depth of -.2!' min. 9
disturbed, stockpile and cover with weed barrier, while fled
o � - Fertilizers and amendments shall be per the hydroseed supplier 4. IF soil 1s d dcp � Plant matsrial -shall be its thrivin condition two ears from date of final
s -and reapply to landscape areas -min. 6" depth and add a layer of 2.5'l-compost g y
a acceptance.
- Jurisdiction shall approve seed mix prior to installation. following the topsoil application. Rototill compost to a depth of 8".
pp p .
N Red}lace new plant material which.has lost 3O, or more of their normal foliage.
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DENISE LIF IN
CERTIFICATE' NO. 523
STAMP NOT VALID
UNLESS SIGNED AND DATED
JOB N0. 09-029
SKEET N0. L 3 OF 7
93170
10029001
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A PORRON af THE NW4 AND Ti
JW/q Of_TNE JW%a OF T#9
14(1116 COUNTY WdSNINGTON
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RECORDER'S CERTIFICATE . pi.Sffelairi i6. MXrYli■f......
filed for record this ... 9.... day of.QZ.,1g4?k-.st/.W-M
In book..41'1... ofSOfl...at pagsA ...at the request of
.........................................................................
.... MANE,..HAG.UE. ..JA,ME ...S.. WI7af: $.....,
...
Mgr. Supt. of Records
SURVEYOR'S CERTIFICATE
This map correctly represents a survey made by me
or under my direction In conformance with the
requirements of the Survey Recording Act at the
request of .. Wr¢,�d9.:.;a, A��oua�.. p■I ny.Q.Ju/r�....,18 . $�....
.rr. .rr. •. •... •.• .......'r. ..........•
Certificate No. ...... �9� ..................
AMR49 171F 411RIACY . ..... 9 . .YM6 ..
IDZ9�e 14 Kirk111i1d, WA :W33
MrSTRIP9
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CHKD. BY SCALE $HEET-
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AND THE JW%g Of THE J WY4 OF T#9
Aellff COUNTY,_WQS!lINGTON
rW#. 13 N. RM. 5 k.j. W41,
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RECORDER'S CERTIFICATE .1�.1 %Q�sZ-�.,� .....
SURVEYOR'S CERTIFICATE
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TONryV
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filed for record this... .....day ofr.. .:,1a��.eea•/,rw
This map correctly represents a survey made by me
too-
Ar
e • j ..
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•
In book..,ff..rof.4X..at page.e .r.at the request of
or under my direction in conformance with the
/OZ9 AQI-key ��=:,/.rde 4 �('�rk/�r�d Wk.- � M
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rRt �azlwW 1-4N0 ,/dkl/6s�iNu w, ,..r
............................................r..........,........,....
requirements of the Survey. Recording Act at the
oast of r...�',..9 �..... ..., ... 1•
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Mgr. Supt. of Records
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Certificate No.......19�......e.............
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GRAPHIC SCALE
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IN FEET
02 & 0. 22 1 inch50 ft
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A TOUNO REB,4P W10 (SAP
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FOUND RESAR & CAP
14490 LEGAL DESCRIPTION
A LOT 1, AS DELINEA 7ED ON CITY OF RENTON
SHORT PLAT 80. 426-7 9, RECORDED UNDER
Z:
KING COAtINTY RECORDING NO, 7912129004,
M BEING A PORTION OF THE SOUTHWEST
SET REBAR�k:04R'— OUAR7ER OF SECTION 20, TOWNSHIP 23
NORTH, RANGE 5 EAST, WU., IN KING
LS �V 19582 (TYP)
COUNTY, WASHINOTON.
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-% FOLIA(D I/ 2- IRON PIPE
1. 68' S, 0 05' E
FOUND REHAR & CAP
LS ,V 150J9
:8850
W
N 88:50'40" W
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2750) R 68J.?.y
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RECORDER'S CERTIFICATE
Filed for record this X-1-- day of Ag:C-19 ��at "4—m
in book /D"Z of-4-AnfVat page �at the request of
John A. Modawell
Mgr. Supt. of Records
to
PUGET D Ill' V E
EQUIPM&NT U5EQ:
05".-ELECTRONIC THEODOLITE
AlSt DISTAL PE METER.
b&EIHQD U&il
FIELD TRAVERSE.
W 1/4, sW.1 /4, SECTION _20 T_PWNSRIP 2,3 NOkTH, RANEE 5 EAST, W.M.-
SURVEYOR'S CERTIFICATE P'. MOD•CQNCEPT ENGINEERING, INC.
.'4% Rainier Soul®vwd North, Sutj 200
lasaquak' Woehington 9W
This map correctly represents a survey made by me BOUNDARY SURVEY 27 •
or under my direction in conformance with the
cr_ FOR
requirements of the SurveyRecording Act a+ the �� 1 11
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DWN. BY
wes DATE JOB:"No.
request o ig ?s �,19582�® ENTERPRISE
0/sIt AS 9;1260
L L RENT -A -CAR CHKO. BY SCALE SHEET
Sign atu'J /--ertfficate No. 19582
EMREs 1-14-97 50
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SW 1/4 OF SEC. 20, TWP. 23N., RGE. 05E., W.M.
LEGEND
PROPOSED FEATURES
l �--BOUNDARY - SINGLE WATER METERin
RIGHT—� WAY IRRIGATION METER �� / / / / I M:' ` .I:,,. L -:• •:<
� ..:.... � i cp_ � f
GUTTER FLOW, 8c CURB LINE
/ — FlRE HYDRANT \��� / / � S / ROCKER / / I o,.:.::. _...
CENTER UNE GATE VALVE / M CONT. W
cn / EASEMENT 280"
SEWER SERVICE -11H j 7EE / / / /fr \ FOUND CAP & REBAR
I / LS 29294
CONCRETE BLOCKING (3/25/09}
SQ / STORM DRAIN PIPE 0.00 N X O.00 E
/
--- ROOF & FOOTING DRAIN SEWER MANHOLE y\�y� / / / , M� S �\/ / / - " (A
WATER MAIN • SEWER CLEANOUT SSMH 7095 " .f �f
---.--� ` L <'
—300— — — — — 10' PROPOSED CONTOURS / / \ Rly-, 289r50- `
CA TCH BASIN, TYPE Itn
---302--------- 2 PROPOSED CONTOURS ' EXISTING FIRE \ / ::8 PVg IE 280:07 y(IN E} : - ' I
----SD--j� ' �' ROCKERY CATCH BASIN, TYPE ll '� HYDRANT \ , M�8 8 PVC,_IE 2796 .9 (OIJT W) r.. ""EX EL. `
YARD DRAIN 289 5f
I RETAINING WALL
PROPOSED GRAVEL PROPOSED SIDEWALKrM PROPOSED GRASS CELL PA VERS \ g /., i� 7 12g
I # (SEE ARCHITECTS PLANS)` cn 0
PROPOSED ASPHALT PAVEMENT Ln
'; PROPOSED CONCRETE PROPOSED DECORATIVE PAVERS \ / i / ',ter :• yµ + ,_, j \ I k` o J_
I I ' �''' SEE ARCHITECTS PLANS
ry
03 ��
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— — EX MULTI —FA MIL
I I PROPOSED EL. J rqJ
fi BUILDING
fl 30.1 16 ��� _
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` WALL TYP 1 1 \ .;:� // /
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P.174 �+
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SCALE: — 20
f
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r.. ;•' . � G EL. Fig EL.
sos.o3 30Z 82 GENERAL CONSTRUCTION NOTES.'\ / /
vFG EL.
1) AREA OF SITE = 67,855SF (1.56 AC) /
. _ } M \ /
W fi 308.00
+� 4 2) DISTURBED ONSI TE AREA = 54, 045SF (1.24A C)
_ . ,2DISTURBED OFFSITE AREA 6,448SF (0.15AC)
' 1; ,° I I �� TOTAL DISTURBED AREA = 60, 493SF (1.39AC)
: _ do
3) ESTIMATED EARTHWORK CALCULATIONS.•
STRIPPING (6) 1,120 CY
'
i
VOLUMES
:
4j
-
I FOUND CAP & REBAR
CUT= 6,590 CY
LS 19582 (3125109)
FILL O CY
I
0.28NEX 12.90NW
ALONG PROP. LINE
FOUND 1" IP
4) SELECT BACKFILL (UTILITY TRENCHES, FOOTING
(3125109)
DRAINS) AND PAVEMENT BASE MATERIALS WILL BE
-
-
017NEX 1238NW
IMPORTED FROM A LOCAL GRAVEL PIT/MATERIAL
�� ALONG PROP. LINE
SUPPLIER. EXPORT CUT/STRIPP/NGS - WILL BE
I`=
=
HAULED TO AN APPROVED DUMPSITE
j' .._..M... 12,,...1E 785.24 (E)
12 12 " lE 284.99 (W)
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20-` •:.WATER, SEWER, STORM
AND FOOT TRAFFIC ESMT
REC. No. e002070744
WA TER & SEWER
EASEMENT REC. NO.
v 8702250476
300
FG EL..
305, O±
FOUND CAP & REBAR
LS 4454 (3/26/09)
0.021.1,E X 0.08 N
8" PVC IE 301.70 (OUT—W)
8" PVC lE 301.80 (IN—S)
CITY OF RENTON
City of Renton
Planning Division
NOV - 3 W1
U-11ECOVE10
Date:
Date:
Date:
Date:
® 2011 TRIAD ASSOCIATES
►\
TRIAD
ASSOCIATES
12112 115th Ave. NE
Kirkland, WA 98034-6923
425.821.8448
425.821.3481 fax
800.488.0756 toll free
www.triadassociates.net
`r
pto
to \
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GREGORY T. JUNEAU, PLS
PROJECT MANAGER
MARK S. HARRISON, PLS
PROJECT SURVEYOR
RICHARD A. TOMK/NS PE
PROJECT ENGINEER
PROJECT LANDSCAPE ARCHITECT
FIRST SUBNT TTAL DATE: 6117111
SCALE: HOW.:1 "=20' vim'.; N/A
STAMP NOT VALID
UNLESS SIGNED AND DATED
JOB NO. 09_ 029
SHEET N0,
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I,`' ROCKERS
EX. BUILDING \�%' / / / , M CONT. W / 1.:.:.: 280
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' FOUND CA
LS 29294 (3125109)
0.00 N. eX' 0.00 E
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HYDRANT ' /
— — —SD— \�� \ \ ' M"� $ x ::PVC IE 280.07 (IN .:E`).
g~-'PVC IE_ 2.79>6$''(DUT—W)
S GRASS :CELL' P AVEMENT s
M<< / , SYSTEM OVER VAULT TO ' 290
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EL LL 4. ® - ' `f`�: It . ' /
_ / / PI 1 +38.73
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i — — — — — — — W '" ,..,. ,". „ ` �\ UVE MUMS $200 G1F FRONDED (+� 106 CF REQUIRED)
_
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PROPOSED RRE HYDRANT
ASS Y PER CITY OF RENTON
STANDARDS
`v
o,
FOUND CAP & REBAR
:v I1 I ( LS 19582 (3125109)
0.28NEX 12.90NW ��—
ff ALONG PROP. LINE SCALE. 1 - 20
i II FOUND 1 " IP 0 10 20 40
(3125109)
W
ALONG PROP. LINE
STANDARDS �C
EX. STORM— TO BE
RELAYED ® 5% TYP
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►\
TRLAD
ASSOCIATES
12112 115th Ave. NE
Kirkland, WA 98034-6923
425.821.8448
425.821.3481 fax
800.488.0756 toll free
www.triadassociates.net
Q
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GREGORY T. XNEAU, PLS
PROJECT MAGER
MARK S. HARRISON, PLS
PRO
JECT SURVEYOR
RICHARD A. TOWNS PE
PROJECT ENGINEER
PROJECT LANDSCAPE ARCHITECT
FIRST SUHNMAL DATE: 6117111
SCALE: Hozz.:1 "=20' Ym.: N/A
8" PVC lE 301.70 (OUT—W)
8" PVC IE 301.80 (IN—S)
city cofvo
4
Piannin, uiltoiJ
J 'vision
CITY OF RENTON
d
Approved by: Date: ul
Approved by: Date:
Approved by: Date:
Approved by: Date:
r
02011 TRIAD ASSOCIATES
FUJI
A-
25841
7r- sTV
ONAL
IS t4Sl'A
STAMP NOT VALID
[ED UNLESS SIGNED AND DATED
JOB NO. 09-029
SHEET N0.
OF 2
SW 1/4 OF SEC. 20, TWP. 23N., RGE. 05E., W.M.
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FINISHED GRADE�oace.Ta -.29
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EMBEDMENT DEPTH
ROCK025 m tol.5in
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adjacent landscape
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Restore, repair and/or replace
existing traesshrubs and other
vegetation along existing building
disturbed by excavation and
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construction, at owner's discretion. SCALE: 120
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CITY OF RENTON
,0ty of Renton
�lanning Division
NOV - 3 ZU11
Date:
Date:
Date:
Date:
(D 2011 TRIAD ASSOCIATES
TRLAD
ASSOCIATES
12112 115th Ave. NE
Kirkland, WA 98034-6923
425.821.8448
425.821.3481 fax
800.488.0756 toll free
www.triadassociates.net
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70,0114,11- 1 "`111 11111111 111111111 1111111111
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GREGORY T. JUNEAU, PLS
PROJECT MANAGER
MARK S. HARRISON. PLS
PROJECT SURVEYOR
RICHARD A. TOMKINS PE
PROJECT ENGINEER
DEW"iE LIF77N
PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 7128111
SCALE: HORIZ.: 1 -�=20' VERT.: NIA
STATE OF
WASHINGTON
REGISTERED
IDSCAPE ARLWTE�CT
DENISE I IF;(IN
CERTIFICATE NO. 523
STAMP NOT VALID
UNLESS SIGNED AND DATED
JOB NO. 09-029
SHEET NO. L 1OF3
SW 1/4 OF SEC. 20, TWP. 23N., RGE. 05E., W.M.
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Preliminary Plant Schedule
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Plant Type/ 50tanica 1 and Common Names Quantity Min.Size/Condition 812acin!e/Notes Plant Type/ 50tanica l and Common Names Quantity Minzize/Condition 5pacing/Notes
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Deciduous Trees
Acer circinatum/Vine maple
3
6' ht., multi -stem
Amelanchier x grandiflora 'Autumn 5rilliance'/ Serviceberry
10
2" cal, br. at 5' ht
or higher, full
5etula jacquemontii/Monarch birch
3
2" ca I, br. at 5' ht
or higher, full
Cornus kousa 'Chinenais'/Chinese Dogwood
4
2" ca I, br. at 5' ht
or higher, full
Fraxinus americana 'Autumn Applause'/Autumn Applause Ash
3
2" ca I, br. at 5' ht
or higher, full
Magnolia 'Little Gem'J Little Gem magnolia
6
2" cal, br. at 5' ht
or higher, full
Tilla cordata 'Greenspire'/ Greenspire linden
5
2" cal, br. at 6'
ht or higher, full
Coniferous Trees
• Calocedrus decurrens/Incense Cedar 3 6' ht., full
6G)
Chamaecyparis obtusa/ Hinoki cypress 2 6' ht., full
Pseudotsuga menzieall/Douglas fir 11 6' ht., full
Pinus nigra/Austrian 51ack pine 3 6' ht., full
or Pinus contorta/ Shore pine
_0ti^ Thuja plicata 'Excelsa'/Narrow Western red cedar 4 6' ht., full
" "�'� Shrubs - Tall 4 Medium
® 5erberis thunbergii 'Rose Glow'/Rose Glow barberry 1 5 gal. cont., full
OCotinue coggygria/Smoke Tree 13 5 ga I cont, spec.
(DCOrnus stolonifera 'Silver 'n Gold'/ Var. Red Dogwood 4 5 gal cont, spec.
Q Cistus hybridus/White rockrose 26 2 gal. cont., full
0 Euonymus fortunes 'Emerald 'n Gold'/ 'Emerald -gold Euon 2S 2 ga I cont, spec.
0 Hamamelis int. 'Jelena' or 'PallidaY Witch hazel 3 5 gal cont, spec.
0 Ilex crenate 'Compacta'/Compact Japanese holly 18 2 gal. cont., full
G Mahonta aquifolium 'Compacta'/ compact Oregon grape 166 2 gal. cont., full
0 Osmanthus delavayi/ Oelavay Osmanthus 40 5 gal cont, spec.
Photinia fraseri 'Red Robin'/Photinia 24 5 gal cont, spec.
Physocarpus capitatus/Pacific ninebark 20 5 gal cont, spec.
Ribes san. 'King Edward V11'/ King Edward F1. current 31 5 gal cont, spec.
0 Rosa rugosa 'Will Alderman'/ Pink rugosa rose 66 5 gal cont, spec.
0 Viburnum tinus 'Spring 5oucluet'/ Spring5oucluet Viburnum 31 5 gal cont, spec.
Landsupe/Upen Space Calculations
Total Site area:
61,855 SF/1.56 AC
Proposed residential units:
81
Required Open Space
6,186 SF 00 x (01,855 of)
(1090 of total site)
Proposed Open Space:
18,116 OF
Required Common
4,050 SF (81 units x 50 SF)
Space/Recreation (50
SF/unit):
Proposed Common 8AS4 5F (passive recreation -pedestrian walk
Space/Recreation: connecting 2 open lawn areas at north and
Total area of proposed
landscaping:
10' street frontage:
15' partial buffer:
Other Landscape:
Total area of existing
landscape to remain:
Total area of on site
vegetation (existing +
proposed):
Note
south ends of the building)
16,452 SF/ 24go of site
456 SF
2,336 SF
13,658 SF
ISSS SF/ 1290 of site
24,451 SF/ 3690 of site
A fully automatic irrigation system shall be installed
for new landscape areas. The irrigation system shall be
design build by the irrigation contractor
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Existing Tree Legend
Small Shrubs, Groundcovers 4 Grasses
t3erberis thun.'Crimson Pigmy'/ Crimson Pygmy Barberry
16
2 gal. cont., full
® Helictrotrichon sempervirens/ Slue oat grass
82
2 gal. cont., full
14yMlscarthuo gracilimus/ Maiden Grass
4
2 gal. tong, full
0 Splraea japonica 'Goldmound'/Golcimound spiraea
41
2 gal. cont., full
Calluna vulgaris 'Firefly' or aim. sp/ Heath
50
1 gal. cont., full
30" oz. spacing
AU ®Arctostaphyllos uva-ursi/Kinnickninnick
as req'd
1 gal. cont., full
30" oz. spacing
Fr_ ®Fragraria chiloenais/ Sand strawberry
as req'd
1 gal. cont., full
30" oz. spacing
Rubus calycinoides/ 5ramble
as req'd
1 gal. cont., full
30" o.c. spacing
vM Vinca minor/ Periwinkle
as req'd
1 gal. cont., full
30" oz. spacing
NA Native mixed groundcovers
as req'd
1 gal. cont., full
30" oz. spacing
2596 Polystichum munitum/Sword fern
25% Gaultheria sha I Ion/Sala I
5090 Arctostaphyllos uva-ursi
O O Perennial 4 ornamental 151rasa accents as req'd
i gal. cont., full
30" o.c. spacing
Species and quantities to be submitted with building
p rmit
0 Seeded lawn area (turf)
quantity and species mix to be submitted with building permit
Seeded
rough lawn (erosion control mix)
quantity and species
mix to be submitted
with building permit
(Trees shown on these plans have not been surveyed. They are shown in
their approximate locations based on a site visit and aerial
photography. Tree sizes and drip lines have also been approximated
based on this site visit
Existing deciduous tree proposed to be removed
Dripline of tree proposed to be removed
/r Existing deciduous tree proposed to be retained
l (,;,J j—Dripline of tree proposed to be retained
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A Alder
C Cottonwood
P Plum
CAU770N
LOCATION OF EXIS77NG UTILITIES SHOWN IS APPROXIMATE AND MAY NOT
BE ACCURA7E OR ALL INCLUSIVE. lT /S 7HE CON 7RACTOR'S
RESPONSIBILITY TO FIELD VERIFY LOCA 77ON OF U77LI77ES PRIOR TO
PROCEEDING WITH CONS7RUC770N. YOU MUST CALL 1-800-424-5555
NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA77ON
WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO
SO COULD MEAN BEARING SUBSTAN77AL REPAIR COS7S
City Of Reriton
Planning Division
NOV - j [011
no Rr'*UVED
CITY OF RENTON
Approved by: Date:
Approved by: Date:
Approved by: Date:
Approved by: Date:
1�
TRLAD
ASSOCIATES
12112 115th Ave. NE
Kirkland, WA 98034-6923
425.821.8448
425,821.3481 fax
800.488.0756 toll free
www.triadassociates.net
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GREGORY T. JJNEAU, PLS
PROJECT MANAGER
MARK S HARRISON, PLS
PROJECT SURVEYOR
RICHARD A. 70MKINS PE
PROJECT ENGINEER
DENISE LIFnN
PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 7128111
SCALE: HOINZ.: N/A VSB'P.:N/A
STATE OF
WASHINGTON
REGISTERED
REGIEE DSCAPAR T£CT
I DENISE LIFTIN
CERTIFICATE NO. 523
STAMP NOT VALID
UNLESS SIGNED AND DATED
JOB N0. D 9- 029
S)EiEIP N0. L 2 OF 3
® 2011 TRIAD ASSOCIATES
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1 PLANTING NOTES
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GENERAL NOTES
- Contractor shall verify existing site conditions prior to beginning
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construction. Notify owner of discrepancies, between plans and actual
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field conditions.
- The contractor shall be responsible for damage to existing utilities or
improvements resulting from their work Repairs shall be made at no
expense to the owner.
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- The contractor shall notify the owners representative prior to beginning
construction, and shall keep the owner informed of progress of work
throughout construction.
- Any requirement to the plans and/or notes shall be considered binding. In
case of discrepancies or items not understood bg the contractor, the
owner's representative shall be contacted immediately.
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- Site visits by the landscape architect to inspect progress of work and its
conformance with the plans shall be as directed by the owner's representative.
- Execute periodic cleaning of the site throughout the contract period to
from their
remove waste materials, rubbish, plant containers resulting work
- Written dimensions supersede scaled distances. Dimensions are
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taken from the back of curb, face of building or face of fence.
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- Refer to architects 4 civil engineering plans for site, grading 4 utility
information.
- Contractor shall coordinate their work with all other applicable trades, as
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neceseary.
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Qua Ilty Assurance
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- Work shall be installed in conformance with applicable local codes
and ordinances
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- Planting shall be be performed by a licensed and bonded contractor
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- Contractor shall obtain neceeeary permits and pay required fees.
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- Chemical applications shall be applied by licensed applicator.
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- Latest issue of American Standard for Nursery Stock published by American
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of Nureerymen shall be used to grade nursery stock ANSI Z60.1
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- Plant nomenclature shall conform to that used in New Sunset Western Garden
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Book current edition. Names and varieties not listed in this reference shall be
those most commonly used in the nursery trade.
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Project Conditions
Planting operations shall not be conducted under the following conditions:
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1. Freezing Weather
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2. Excessive Heat
3. High Winds
4. Exceseivelg Wet Conditions
Sequencing 4 Scheduling
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- Landscape contractor shall coordinate with other site contractors and owner's
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representative to develop a schedule for landscape installation.
- Coordinate with earthwork contractor to establish appropriate
subgrade elevations as required bg planting soil and mulch
depths specified herein and on the drawings.
PRODUCTS:
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Plants
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- Provide plants as indicated on drawings.
- Quantities shown on drawings are for contractor's convenience only.
Contractor is responsible for total number of plants represented
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- Condition: All Plante shall conform to the following minimum requirements:
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1. Nursery grown, unless otherwise specified.
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2. Supplied in appropriate container, balled or burlapped, or bare root as
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specified on drawings.
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3. I vigorous growing condition with full foliage and fully, symmetrically
branched typically representative of the species.
4. Plants shall meet governing re ulations concerning pests, weeds and
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disease 4 shall be free from all pests, diseases 4 weeds.
5. Fully and completely rooted, but not rootbound.
6. Plant grading shall conform to ANSI Z60.1.
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Street Trees: Uniform in appearance, size and structure.
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- Oversized Plants: Plants larger than specified size may be used providing
height, spread, caliper, and root ball dimensions conform to ANSI Z60.1.
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- Plants shall be inspected by the owner's representative at time of
delivery. Rejected plants shall be removed from the site immediately.
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Hydroaeed
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Seed shall conform to the standards for "certified" grade seed or better,
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as outlined by the State of WA Dept. of Agriculture's "rules for seed
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Certification" latest edition. Seed shall be furnished in standard containers.
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- Upon owner's request, furnish duplicate copies of a statement
signed by the vendor certifying that each lot of seed has been tested by a
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recognized seed testing lab within 6 months of delivery to the project site.
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- Hydroseeded mix shall be as specified on the plans
- Fertilizers and amendments shall be per the hydroaeed supplier
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- Jurisdiction shall approve seed mix prior to installation.
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Sod
- Shrub Bed:
- Sod shall be locally grown and suitable to the climatic conditions
1. Prior to placing soil mix, scarify subgrade in two directions
and thoroughly loosen to a depth of 2 inches.
where it will be grown
2. Place 8 Inches of soil mix on subgrade and thoroughly till into
- Sod shall be strongly rooted, not less than (2) years old, free
scarified soil to a depth of 10 inchee.
of weeds and undesirable native grasses. Sod must be capable of
_ H droseeded or Sod lawn areas:
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growth and development when planted
1. Rake, drag 4 remove rocks 4 debris 3/4"+ from top P of seed bed
Soils and Mulches
2. Roll to produce a firm finished grade and lightly rake to loosen top 1/2"
of soil prior to seeding
On Site stockpiled soil
- If available, on -site stockpile soils may be used for planting bed
- Hydroseeded areas (non irrigated):
preparation, lawn areas or plant pit backfill. Use of on site soil to
be coordinated with owner's representative
1. Thoroughly till top 6 inches of seeded areas and add
soil additives 4 fertilizer. (Rate 4 type as recommended by seed supplier.)
Import topsoil mix for use in shrub beds and lawn areas
2. Rake, drag 4 remove rocks 4 debris 3/4"+ from top 1" of seed bed
3. Roll to produce a Firm Finished grade and lightly rake to loosen top 1/2"
- 2-way topsoil to be approved by Owner's Representative.
of soil prior to seeding
Topsoil shall be 5096 compost and 509. sand, sandy loam or silty sand
and shall meet the following specifications
Fine Grading
Screen Size (Approximate particle size) 1/16" maximum
Total Nitrogen 259e minimum
- Remove rocks and debris with any dimension larger than 1 inch that turned
Organic matter 10ga minimum
up during preparation.
PH range 55-8.0
Conductivity 4 mmhoa/cm maximum
- Rake, drag and roll area smooth to establish approved finished grades.
Maintain established flow lines, slopes and grade to achieve positive
Topsoil must be free of viable plants, plant parts, or seeds.
drainage allowing no puddles.
Soil mix for plant pit backfill
- Finished Grade Requirements:
- 2-way topsoil to be approved by Owner's Representative.
I. Planting Bed Areas: 3 inches below adjacent paving and curbs.
Topsoil shall be 5091. compost and 509e sand, sandy loam or silty sand
2. Seeded lawn areas: I inch below adjacent paving and curbs.
and shall meet the following specifications
Screen Size (Approximate particle size) 1/16" maximum
Hydroseeding
Total Nitrogen 2596 minimum
Organic matter 10% minimum
- Water area to a depth of 4" prior to hydroseeding
PH range 5B-8.0
Conductivity 4 mmhoe%m maximum
- Spray slurry onto finish grade at such an angle to aid to embedment of seed
Topsoil must be free of viable plants, plant parts, or seeds.
- Contractor shall clean excess slurry from plants, paving and structures
Compost
Sod
- Compost shall be the result of the biological degradation and transformation of
- Install per typical industry standards as recommended by suppliers.
plant derived materials under controlled conditions to promote aerobic
decomposition. Compost shall be stable with regard to oxygen consumption and
- Fertilize with Professional's Choice Triple Play Turf Starter 15-15-15
carbon dioxide generation. Compost shall be mature with regard to its suitability
Application rate shall be per manufacturer's instruction
for serving as a soil amendment. The compost shall have a moisture content that has
no visible free water or dust produced when handling the material.
Tree 4 Shrub Planting
Screen Size (Approximate particle size) 1/16" maximum
Maturity measure greater than 8090
- Excavate plant pits to sizes indicated on drawings.
Tots I Nitrogen .596 minimum
Minimum Organic matter 409e
- Install root barrier on specified trees per manufacturers instructions.
PH range 6.0-8.5
Foreign matter by dry weight OB9, maximum
-, Do not plant until direction concerning positive drainage is given by
Soluble salt content less than 3 mmhoe/cm maximum
general contractor.
Stability I or below
- Fart111ze plant pits at planting with Agriform tablets, 20-10-5, or equal
Topsoil and compost shall be tested by the supplier within 90 days of
Application rate shall be per manufacturer's instruction
application using the Seal of Testing Assurance (STA) protocol to most the
requirements of the US Compoeting Council
- Set plumb face for best appearance. Set so root crown will settle to
appropriate
level related to surrounding finished grades after settling has
Fertilizer
occurred.
- trees, shrubs and groundcover:
- Watering: Construct water basins and thoroughly water plants immediately
after planting.
1. Formula 4-2-2 "The starter" as manufactured by Professional's choice, or equal
2. Agriform Tablets: Planting tablets as manufactured by Agriform
- Restore finished grades by hand raking. Leave water baeine in place.
International Chemica le Inc., 20-10-5 analysis, or equal.
- Place specified mulch and hand rakes smooth
- Hydroaeed:
- Fertilize by topciressing new shrub and tree planting, with
1. As included with hydroaeed mix
Profeaelonal's Choice - The Starter 4-2-2, or equal
Application rate shall be per manufacturer's instruction
- Sod:
- Stake trees as indicated in details.
1. Formula 15-15-15 "Triple Play Turf Starter" as manufactured
by Professional's Choice, or equal
- Groundcover planting shall begin at the following distances from other site
elements 12" from drlpline of conifers, 24" from trunk of deciduous tree, 18" from
Herbicides
outer branches of shrubs, 18" From adjacent hard surfaces
- Pre -Emergent: Surflan or approved equal.
Pre -Emergent Herbicide
- Other herbicides shall be approved by owner's representative prior to
- Apply in accordance with manufacturer's recommended rates and procedures.
application. Submit product data and purpose of use for review.
- Apply to soil of all planting areas prior to
Root Barrier for trees
placement of mulch.
- Deep Root (U518-2) available from
Mulching
Berkey Supply (425-487-3310), or equal
- Apply 2 inches (compacted depth after watering) of specified mulch to
PROCEDURES:
finished grade in all shrub and groundcover beds.
Examination
- Thoroughly water mulched areas to ensure moisture penetration to the soil.
- Examine afte and vertf that Linea levels races are acce table and
INSPECTION, GUARANTEE 4 MAINTENANCE
condition of existing soil is ready to receive work p
- Start of work shall indicate contractor's acceptance of existing
conditions.
Soil Preparation
- On site soil
I. IF on site stockpiled soil is available for use in new planting areas, it shall
be submitted to a soils testing laboratory For analysis
2. If used, on site stockpiled soil shall be amended per results of soil tests
3. If soil is native soil, stockpile forest duff and topsoil separately, cover with
weed barrier, while stockpiled and reapply to landscape areas -min. 8" depth and
till into subgrade to a depth of 2" min.
4. If soil is diaturbed, stockpile and cover with weed barrier, while stockpiled
and reapply to landscape areas -min. 6" depth and add a layer of 2B compost
following the topsoil application. Rototill compost to a depth of all.
- Keep areas of work clean, neat and orderly while work is in progress.
- The Landscape Contractor shall contact the owner's representative prior to
beginning construction. Discrepancies or other problems shall be resolved
at this time.
- Maintenance period shall begin upon inspection and approval by owner's
representative, and shall be for two years (minimum).
- Maintenance of new planting shall consist of watering, cultivating,
weeding, mulching, resetting plants to proper grades or upright position,
restoration of the planting saucer, and furnishing and applying such spraye
and invigorants as are neceseary to keep the plantings free of inaects and
disease and in thriving condition.
- Plant material shall be in thriving condition two years From date of final
acceptance.
Replace new plant material which has lost 3096' or more of their normal foliage.
° TREE STAKE TREES V TALL AND
PREVAILING ROOTBALL SHORTER DO NOT
REQUIRE TREE
TRUNK
WIND UNLESS NOTED OTHERWISE
PLAN ° TREE STAKE
NOTE:
PLANT TREES 1" HIGHER THAN
DEPTH GROWN IN NURSERY
I
TREE PiT SHALL NOT BE LESS
THAN (2) TIMES ROOT BALL
DIAMETER
TREE STAKES PERPENDICULAR
TO PREVAILING WIND
2" x 2" CEDAR STAKES
12 GA WIRE, TWIST TO TIGHTEN
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1/2" DIA BLACK RUBBER HOSE
+'
TYP.
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CUT ALL TIES AND FOLD BACK BURLAP
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FROM UPPER 1/3 OF ROOT BALL.
REMOVE ALL PLASTIC AND TWINE
2" MULCH LAYER SHALL BE COMPOST
3" WATER BASIN
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-' SCARIFY SIDES AND BOTTOM
OF PLANTING PIT TO ALLOW
' FOR ROOT PENETRATION
<`'• -V-tSPECIFIED
ROOT BARRIER AND 3/4" GRAVEL AT EDGE OF
PLANT PIT FOR TREES WiTHIN 10' OF PAVED SURFACES
;III_„IIN-1
SOIL MIX AND FERTILIZER
RECOMPACTED NATIVE SOIL
4" 2X MIN DIA. ROOTBALL
TYPICAL DECIDUOUS TREE PL A N TING
° TREE STAKE NOTE:
ILING ROOTI3ALL TREES 5' TALL AND
TRUNK. SHORTER DO NOT
REQUIRE TREE
UNLESS NOTED OTHERWISE
PLAN ° TREE STAKE
NOTE:
PLANT TREES 1" HIGHER THAN
DEPTH GROWN IN NURSERY
TREE PIT SHALL BE NOT LESS
THAN 2 TIMES ROOTBALL
DiA., WATER THOROUGHLY AFTER PLANTING
TREE STAKES PERPENDICULAR
TO PREVAILING WIND
12 GA WIRE, TWIST TO TIGHTEN
1/2" DIA. BLACK RUBBER HOSE
TYP.
2" x 2" CEDAR STAKES
CUT ALL TIES AND FOLD BACK
BURLAP AND BASKET FROM UPPER 1/3
OF ROOTBALL. REMOVE ALL PLASTIC AND TWINE
2" MULCH LAYER SHALL BE COMPOST
3" WATERING BASIN
SCARIFY SIDES AND BOTTOM OF PLANTING PIT
ROOT BARRIER AND 3/4" GRAVEL At EDGE OF
PLANT Pit FOR TREES WITHIN 10' OF PAVED SURFACES
SPECIFIED SOIL MIX AND FERTILIZER
RECOMPACTED NATIVE SOIL
4" 2X MIN DIA ROOTBALL
TYPICAL CONIFEROUS TREE DETAIL
NOT TO SCALE
to d d d I CUT ALL TIES AND FOLD BACK
BURLAP 1 BASKET FROM UPPER
I/3 OF ROOT BALL OR REMOVE
d
9PLASTIC CONTAINER, REMOVE
•dam1 tA 8.-� ALL TWINE FROM PLANTING PIT.
M1549`MP!
3" WATER BASIN
'`"'=•
2" MULCH LAYER SHALL BE COMPOST
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KEEP MULCH 2" FROM TRUNK
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SPECIFIED PLANTING MIX AND FERTILIZER
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SCARIFY SIDES AND BOTTOM
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OF PLANTING PIT t0 ALLOW
FOR ROOT PENETRATION
RECOMPACTED NATIVE SOIL
6" I l 9,11
TYPICAL SHRUB PLANTING DETAIL
NOT TO SCALE NOTE'
ALL GROUNDCOVER/SHRUB SPACING
SHALL BE EQUIDISTANT UNLESS
OTHERWISE SPECIFIED. DISTANCE
a ON CENTER AS SPECIFIED
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START FIRST ROW OFPLANTING At 1/2 THE
PERPENDICULAR SPACING
EsETWEEN ROWS
City 0f Hento.
Planning Division
NOV - j N11
�- EDGE OF PLANTING AREA
TRIANGULAR PLANT SPACING �0'D' C W[
NOT TO SCALE
CITY OF RENTON
Approved by: Date:
Approved by: Date:
Approved by: Date:
Approved by: Date:
® 2011 TRIAD ASSOCIATES
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TRIAD
ASSSO,�-CIATES
12112 115th Ave. NE
Kirkland, WA 98034-6923
425.821.8448
425.821.3481 fax
800.488.0756 toll free
www.triadassociates.net
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GREGORY T. 4AINEAU, PLS
PROJECT MANAGER
MARK S. HARRISON, PLS
PROJECT SURVEYOR
RICHARD A. 7112VIONS PE
PROJECT ENGINEER
DEMISE OF IN
PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 7128111
SCALE: H019Z.: N/A VEIi'1'.:NIA
STATE OF
WASHINGTON
REGISTERED
DSCAPE AR TECT
I DENISE LIFYIN
CERTIFICATE NO. 523
STAMP NOT VALID
UNLESS SIGNED AND DATED
JOB NO. 09- 029
SHEET NO. L 3 OF 3
9
SW 1/4 OF SEC. 20, TWP. 23N., PGE. 05E., W.M.
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®2011 TRIAD ASSOCIATES
9
TRIAD
ASSOCIATES
12112 115th Ave. NE
Kirkland, WA 98034-6923
425.821.8448
425.821.3481 fax
800.488.0756 toll free
www.tdadassociates.net
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GREGOIRY T. JUNEAU, PLS
PROJECT MANAGER
MARK S HARRISON, PLS
PROJECT SURVEYOR
RICHARD A. TOWNS PE
PROJECT ENGINEER
D. UF11NIS, JENSEN
PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 7128111
SCALE: HOW.:1 -20' V&BT.:N/A
Pianning Division
NOV a 3 Z011
RECEN ED
STAMP NOT VALID
UNLESS SIGNED AND DATED
JOB NO. 09- 029
SHEET NO. SL 1OF I
a project for
Weidner Property Management
heritage hills
apartment
community
south puget drive
city of renton
king county washington 98057
GENERAL NOTES
1. Contact Architect for any dimensional discrepancy or needed
clarifications - drawing information w/o attached dimension string
is intended for graphic illustration only.
2. Dimensions indicated are face of stud to face of stud,
centerline of heavy -framing member/column or face of foundation
wall unless otherwise indicated.
3. Outline/Performance Specification information provided to
establish design intent and basis for pricing - proposed equal
alternates are acceptable.
4. Contractors shall verify all information and dimensions
contained within these construction documents and Contractors
shall verify all existing conditions, including buildings, site
conditions, and soil bearing pressure. Inconsistencies and/or
insufficient information are to be reported to the
Architect/Engineer before proceeding with the work.
Complete Construction, ii
Weidner Property Management, !!c
9757 Juanita [give NE, suite 300
425.250.2937
Of Renton a2.0 1
ing Division
overall floor plans
�t011
bl garage level
01 entry level
revised Submittal . 1 1.03.1 1
20ig the building design alliance lic
a project for
Weidner Property Management
25198.49sf . ExtExtents
(6) . 2BR
(14). 1 BR
(5) . STu
25198.49sf . ExtExtents
(6) . 2BR
(14). 1 BR
(5) . STu
(25) units 2nd Level
1
os.oi
heritage hills
aa.oe a= apartment
community
03 level floor plan . third level
Yil" = 11
-0
11
Ilk
1 1
a4.02 a4.03
02 level floor plan , second level NOV
Y611
= 11-0"
south puget drive
city of renton
king county washington 98057
GENERAL NOTES
1. Contact Architect for any dimensional discrepancy or needed
clarifications - drawing information w/o attached dimension string
is intended for graphic illustration only.
2. Dimensions indicated are face of stud to face of stud,
centerline of heavy -framing member/column or face of foundation
wall unless otherwise indicated.
3. Outline/Performance Specification information provided to
establish design intent and basis for pricing - proposed equal
alternates are acceptable.
4. Contractors shall verify all information and dimensions
contained within these construction documents and Contractors
shall verify all existing conditions, including buildings, site
conditions, and soil bearing pressure. Inconsistencies and/or
insufficient information are to be reported to the
Architect Engineer before proceeding with the work.
Complete
stru tion, 11c
9757 Jucr ita Drive NE, suite 300
K Yk and, WA 98004
425,2-5)0.2937
a2.02
r entonoverall floor plans
J Division
3Zoll 02 second level
03 third level
9VED pPUD Submittal . 07.01.1 1
2010 tine building design alliance Iic
a project for
Weidnor Property Management
25198.49sf . ExtExtents
(11 675.50sf . RoofTerr)
13522.99sf . ExtExtentsGrBldArea
(4) . 2BR
(4) . 1 BR
(5) . STu
°''°' (13) units 4th Level
901
a4.06
building roof plan
Y611 = 1'-011
RVICIFEr.,,,
roof
a4.D5
1 1
a4.02 a4.03
heritage hills
apartment
community
south puget drive
city of renton
king county washington 98057
GENERAL NOTES
1. Contact Architect for any dimensional discrepancy or needed
clarifications - drawing information w/o attached dimension string
is intended for graphic illustration only.
2. Dimensions indicated are face of stud to face of stud,
centerline of heavy -framing member/column or face of foundation
wall unless otherwise indicated.
3. Outline/Performance Specification information provided to
establish design intent and basis for pricing - proposed equal
alternates are acceptable.
4. Contractors shall verify all information and dimensions
contained within these construction documents and Contractors
shall verify all existing conditions, including buildings, site
conditions, and soil bearing pressure. Inconsistencies and/or
insufficient information are to be reported to the
Architect/Engineer before proceeding with the work.
CompleteConstruction,
9757 Juanita Drive NE, suite 303
la ne D ision' overall floor plans
04 level floor plan , terrace level NOV-
Y611
= 11-011 93_'_ Li..
04 fourth/terrace level
05 roof level
VED revised Submittal . 1 1.03.1 1
2010 the building design alliance Ilc
LEGAL DESCRIPTION
0T 2, CITY OF RENTON SHORT PLAT NUMBER 0A-96-149-SHPL,
RECORDED UNDER RECORDING NUMBER 0702259003.
IN KING COUNTY, WADH(NGTON
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GENERAL NOTES
1. BOUNDARY LINES SHOWN ARE BASED ON SHORT PLAT VOL 113 PC
213, REC. NO. 9702259003.
2. LEGAL AND EASEMENTS ARE FROM AN ALTA COMMITMENT DATED
N0VEWBER 29. 2085 BY CH|CA0O TITLE INSURANCE COMPANY,
THEIR ORDER NUMBER 1154725.
PORTION S W 1/4 OF SEC 20 T 23 N R 5 E W M
BASIS OF BEAR|N
CITY OF RENTON SHORT PLAT LUA -Q0 -149 -3HPL RECORDED
UNDER KING COUNTY RECORDING NUMBER 9702259003, AS
MEASURED BETWEEN THE FOUND REBAR AND CAP. LS # 29294` AT
THE SOUTHWESTERLY AND NORTHWESTERLY CORNERS OF LOT 2 OF
SAID SHORT PLAT, THE BEARING OF THAT WESTERLY LINE BEING
NORTH 21^5014^WEST.
VER11CAL DATUM
NAYD 88, BASED ON THE CITY OF RENTON
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.SCALE
ORIGINAL BENCHMARK - CITY 0FRENTON CONTROL MONUMENT " 10 ~~ -`
NUMBER 787. WHICH IS THE TOP OF A MONUMENT|N CASE NEAR If
THE OBSERVED INTERSECTION OF SOUTH 18TH STREET AND
GRANT AVENUE.
ELEVATION = 317.57`(0RTH0. US SURVEY FEET)
CONTOUR INTERVAL 2'
TBM ^A"- SCRIBED .X^0.3'NORTH OF THE BACK OF A CONCRETE
SIDEWALK ON THE SOUTH SIDE OF SOUTH PUGETDR|VE.
APPROXIMATELY 0.3' [AST OF AN ANGLE POINT IN THE BACK OF
THE SIDEWALK AND 2.8'E&ST[RLY OF A 'NO LEFT TURN" SIGN.
ELEVA71ON = 277J7'
.
T8M ^B^- SCRIBED 'X^APPROXIMATELY 3'S0UTH OF BACK OF CURB
ON A CONCRETE SIDEWALK ON THE SOUTH SIDE OF SOUTH PUG[T
DRIVE SOUTH OF DRIVEWAY INTO SITE AND APPROXIMATELY 25'
EASTERLY OF A LIGHT POLE
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3. INSTRUMENTATION FOR THIS SURVEY WAS A LEICA TOTAL STATION.
PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE' MEETING
OR EXCEEDING STANDARDS SET BY WAC 332-130-090.
4. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE
RESULTS OF A SURVEY MADE ON DATE INDICATED AND CAN ONLY
BE CONSIDERED AS INDICATING THE GENERAL CONDITION EXISTING
AT THAT TIME.
b. UTILITY LOCATIONS SHOWN ON THIS SURVEY DRAWING ARE BASED
UPON FIELD LOCATION OF EXISTING UTILITY STRUCTURES, FIELD
LOCATION OF CONDUCTIBLE UNDERGROUND UTILITIES BASED ON
PAINT MARKS OR OTHER MARKINGS ESTABLISHED BY AUT|L|TY
LOCATE SERVICE AND UTILITY LOCATIONS BASED ON UTILITY MAPS
PROVIDED BYUTILITY PURVEYORS. OTHER UNDERGROUND UTILITIES
MAY EXIST. NO SUB -SURFACE EXPLORATION WAS DONE TO VERIFY
UTILITY ROUTINGS. THE ROUTING OF ALL BURIED UTILITIES SHOULD
BE CONFIRMED WITH THE UTILITY PURVEYOR AND EXPOSED IN
AREAS CRITICAL TO DESIGN.
6. SANITARY SEWER AND STORM DRAINAGE FACILITIES HAVE BEEN
ASBU|LT THROUGH FIELD MEASUREMENTS OF THE LOCATION OF THE
ACCESS STRUCTURES, THE TOP ELEVATION OF THE STRUCTURE8,
AND THE INVERT ELEVATIONS OF ANY PIPES ENTERING OR LEAVING
THE STRUCTURES. IT IS STANDARD PRACTICE TO SHOW THE PIPES
CONNECTING THESE STRUCTURES AS STRAIGHT LINES. THIS IS ONLY
AN ASSUMPTION AND THE ACTUAL LOCATION OF THE PIPING MUST
BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO ANY
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1. THIS PROPERTY IS SUBJECT TO AN EASEMENT AND THE TERMS
AND CONDITIONS THEREOF FOR PASSENGER FOOT TRAFFIC AND
FOR STORM AND SANITARY SEWER LINE AND WATER LINE,
INCLUDING INGRESS AND EGRESS ACROSS THE NORTH 20 FEET
AND OTHER PROPERTY AS STATED IN INSTRUMENT RECORDED
F[BRUARY 7' 1080 UNDER KING COUNTY RECORDING NUMBER
8002078744. THIS EASEMENT HAS BEEN GRAPHICALLY DEPICTED
ON THE SURVEY MAP.
2. THIS PROPERTY IS SUBJECT TO A LICENSE AGREEMENT AND THE
TERMS AND CONDITIONS THEREOF FOR USE OF AN ACCESS LANE
FOR EMERGENCY VEHICLES, INCLUDING FIRE TRUOKS, AS STATED
IN INSTRUMENT RECORDED MARCH J. 1082 UNDER KING COUNTY
RECORDING NUMBER 8203030286. THE AREA AFFECTED BY THIS
AGREEMENT HAS BEEN GRAPHICALLY DEPICTED ON THE SURVEY
MAP.
3. THIS PROPERTY IS SUBJECT TO A LICENSE AGREEMENT AND THE
TERMS AND CONDITIONS THEREOF FOR USE OF AN ACCESS LANE
FOR EMERGENCY VEHICLES, INCLUDING FIRE TRUCKS' AS STATED
IN INSTRUMENT RECORDED DECEMBER 1, 1983 UNDER KING
COUNTY RECORDING NUMBER 8312010837. THE AREA AFFECTED
BY THIS AGREEMENT HAS BEEN GRAPHICALLY DEPICTED ON THE
SURVEY MAP.
4. THIS PROPERTY IS SUBJECT TO AN UNDERGROUND UTILITY
EASEMENT AND THE TERMS AND CONDITIONS THEREOF FOR AN
ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM TOGETHER
WITH ALL NECESSARY OR CONVENIENT APPURTENANCES LYING
WITHIN A 10' STRIP OF LAND CENTERED ON THE CENTERLINE OF
GRANTEE'S FACILITIES AS CONSTRUCTED OR TO BE C0N3TRUCTED,
EXTENDED OR RELOCATED AS STATED IN INSTRUMENT RECORDED
OCTOBER 23, 1985 UNDER KING COUNTY RECORDING NUMBER
8510231013. THERE IS NOT SUFFICIENT INFORMATION CONTAINED
IN THE INSTRUMENT TO ACCURATELY DEPICT THE LOCATION OF
THIS EASEMENT. REFER TO THE RECORDED INSTRUMENT FOR ITS
FULL PARTICULARS.
5. THIS PROPERTY IS SUBJECT TO AN EASEMENT AND THE TERMS
AND CONDITIONS THEREOF FOR PUBLIC UTILITIES (INCLUDING
WATER AND WITH NECESSARY APPURTENANCES AS
STATED IN INSTRUMENT RECORDED FEBRUARY 25^ 1987 UNDER
KING COUNTY RECORDING NUMBER 8702250470. THIS EASEMENT
HAS BEEN GRAPHICALLY DEPICTED ON THE SURVEY MAP.
O. THIS PROPERTY IS SUBJECT TO A DECLARATION AND GRANT OF
EASEMENTS AND MAINTENANCE AGREEMENT AND THE TERMS AND
CONDITIONS THEREOF FOR THE ESTABLISHMENT OF RECIPROCAL
EASEMENTS FOR INGRESS, EGRESS AND GENERAL TRAFFIC
CIRCULATION AS STATED IN INSTRUMENT RECORDED 0CTOB[R 2,
1997 UNDER KING COUNTY RECORDING NUMBER 9710020046 AND
AMENDED BY INSTRUMENT RECORDED JANUARY 28. 1998 UNDER
KING COUNTY RECORDING NUMBER 9801200216. THIS EASEMENT
HAS BEEN GRAPHICALLY DEPICTED ON THE SURVEY MAP.
7. THIS PROPERTY IS SUBJECT TO EXCEPTIONS AND RESERVATIONS
REGARDING MINERAL RIGHTS AS STATED IN INSTRUMENT
RECORDED SEPTEWBER 25, 1925 UNDER KING COUNTY RECORDING
NUMBER 2074850. REFER TO THAT INSTRUMENT FOR ITS FULL
PARTICULARS.
8. THIS PROPERTY IS SUBJECT TO RESTRICTIONS REGARDING
ELECTRICAL AND TELEPHONE UTILITY LINES AS STATED IN
INSTRUMENT RECORDED NOVEM8[R 30, 1985 UNDER KING
COUNTY RECORDING NUMBER 5959004. REFER TO THAT
INSTRUMENT FOR ITS FULL PARTICULARS.
~^'-T~~- PR6PERTY-'IS
' SUBJECT TO
- cOVENANTS. 'CONDITIONS,
RESTRICTIONS, EASEMENTS, N0TE3, DEDICATIONS AND SETBACKS,
IF ANY, BUT OMITTING ANY NOT ALLOWED BY APPLICABLE STATE
OR FEDERAL LAWS, AS SET FORTH IN OR DELINEATED ON THE
SHORT PLAT RECORDED DECEMBER 12, 1970 UNDER KING COUNTY
RECORDING NUMBER 7912120507. REFER TO THAT INSTRUMENT
FOR ITS FULL PARTICULARS.
SYMBOL LEGEND
[]
CB
CATCH BASIN ( TYP | \
@
SDWH
STORM DRAIN MANHOLE (TYP U)
o
SDCO
STORM DRAIN CLEANOUT
/�
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SANITARY SEWER MANHOLE
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FIRE HYDRANT
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WATER VALVE
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POWER VAULT
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TELEPHONE MANHOLE
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POST
POST
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IRON PIPE OR REBAR W/CAP FOUND AS NOTED
HATCH LEGEND
CONCRETE
ASPHALT PAVEMENT
EXISTING BUILDING
LINE LEGEND
-----SS SANITARY SEWER LINE
-----SD STORM
DRAIN
-----WA WATER
LINE
FENCE
LINE
MINOR
CONTOURS
MAJOR
CONTOURS
City of Rentc
Planning Divisiol
NOV
-3 >U11
R Ef I EOly��
(02011 TRIAD ASSOCIATES
12112115thAve. NE
�
Kirkland, YYA90034O828
�
�
425.821.8448
�
425.821.3481fax
800.488.0750toll free
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Gregory
T. Juneau, PLS �
PROJECT WAGER
Mark S. Harrison, PLS�
PROJECT UURYU%UR
PROJECT ENGINEER �
PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE; 04109109�
.... ...... ...........
q. project for
Weidner Property. Management
1250 puget drive South
city of renton
king county washington 98 057
GENERAL NOTES
1. Contact Architect for any diffiefisi..0.9al discrepancy or needed
(larific.atians - drawing inforinotilaww/o offached dimension string
is intended for graphic illustration ooly.
Y. Dimensions indicated are face of stud to face of stud,
centerline of heavy -framing member/talumn or famof -foundation
wall unless otherwise indicated...
3. Outline/Performance Spiclif.i.ca.tioninformation provided to
establish d6sign intent and busis.far. pricing - proposed equal
alternales are aaeptable.
4. Contractors shall verify all information and dimensions
contained within these construction documents and Contractors
ors
shall verify all existing conditions, including buildings, site
conditions, and soil bearing pressure. Inconsistencies and/or
insufficient information are wbe reported to the
Architect/Engineer before proceeding with the work.
Complete Construction:,, 11c
Weldner Property Managempht, Ili.
9757 Juanita Drive NE, suite 300
Kirkland, WA.98034
425,250.2937
AlIhLt-
H',%Y Of
= f-NE-
CI %fr1i,'19
span
IVOV - 3
.a. r c hi te pr#,r
6
Site plan. Ik-a
pPUD Submittal 08.01.11
20110.the huddiag Asignallionce tic
a project for
,j4 el. +146'-2'
t.o. frmg [ _03 Roof_ ]
(350.2) —
0
0 0
o
0
0
j4 el. +143'-0" _
t.o. frmg [_02 Roof—]
(347.0)
el. +131'-0" _
t.o. frmg [_04 Level / Ol Roof -Terrace— ]
(335.0)
el. +121'-0" _
t.o. frmg [_03 Level—]
(325.0)
h el. +111'-0" _
t.o. frmg [ _02 Level—]
(315.0)
el. +100'.0" _
t.o. conc [ _01 Level_ ]
(304.0)
j4 el. +89'.0" _
t.o. conc [ _B1 Level—]
(293.0)
■II■Ili
TEXTURED CONCRETE FINISH
F3: HARDI PANEL SIDING (typ)
F2: HARDI SIDING NARROW (typ)
Fl: HARDI SIDING WIDE (typ)
OPENING TO GARAGE (typ)
__ T I _ — — I L—� LL
TYPICAL EXTERIOR SIDING PALETTE
F3: HARDI PANEL SIDING ('COUNTRYLANE RED)
F2: HARDI SIDING NARROW ('HARRIS CREAM')
Fl: HARDI SIDING WIDE ('ARCTIC WHITE')
exterior building elevation . west . overall
Y1611 = 11-011
�J itxiuKtu LunLKtit riN13n
F3: HARDI PANEL SIDING (typ)
F2: HARDI SIDING NARROW (typ)
Fl: HARDI SIDING WIDE (typ)
OPENING TO GARAGE (typ)
exterior building elevation . west . partial enlarged
11 = 1'-oil
B
ll _ T —_ —_— _11— — —_ _JL
F3: HARDI PANEL SIDING (typ)
F2: HARDI SIDING NARROW (typ)
Fl: HARDI SIDING WIDE (typ)
PROPOSED GRADE —
Weidner Property Management
heritage hills
apartment
community
south puget drive
city of renton
king county washington 98057
GENERAL NO
TES
TES 0
1. Contact Architect for any dimensional discrepancy or needed
clarifications - drawing information w/o attached dimension string
is intended for graphic illustration only.
2. Dimensions indicated are face of stud to face of stud,
centerline of heavy -framing member/column or face of foundation
wall unless otherwise indicated.
3. Outline/Performance Specification information provided to
establish design intent and basis for pricing - proposed equal
alternates are acceptable.
4. Contractors shall verify all information and dimensions
contained within these construction documents and Contractors
shall verify all existing conditions, including buildings, site
conditions, and soil bearing pressure. Inconsistencies and/or
insufficient information are to be reported to the
Architect/Engineer before proceeding with the work.
Complete Construction, II
'signer Property Management, 11c
9757 Juanita Drive INE, suite 300
Kirkland, WA OogAof Renton
Planning Division
425.250.2937
a4.01
overall building
elevations
west
revised Submittal . 1 1.03.1 1
2010 the building design alliance Ilc
el. +146'.2" M
t.o. frmg [ _03 Roof_ ]
(350.2) — . —
M
go
0
0
el. +143'.0"
V t.o. frmg [ _02 Roof—]
(341.0)
,6 el. +131'-0"
V t.o. frmg [ _04 Level / 01 Roof -Terrace— ]
(335.0)
el. +121'-0"
t.o. frmg [ _03 Level_ ]:
(325.0)
,6 el. +l 11'-0"
V t.o. frmg [_02 Level—]
(315.0)
el. +100'-0"
t.o. conc [ _01 Level—]
(304.0)
- ,` el. +89'-0"
t.o. conc [_Bl Level_] f7
(293.0) Lt�
...... ......
_ el. +143'-0"
to. frmg [ _02 Roof_ ]
(347.0)
el. +131'-0"
t.o. frmg [_04
Level / 01 Roof -Terrace_]
(335.0)
el. +121'-0"
to. frmg [_03
Level_]
(325.0)
el. +111'-0"
t.o. frmg [_02
Level_]
(315.0)
el. + l 00'-0"
t.o. conc [_01 Level_]
(304.0)
el. +89'-0rr
t.o. conc [ _131 Level—]
(293.0)
Fib _v i
exterior building elevation . west . overall
1 1. 11I11\VI 011/111V ■■IVL. III V1
exterior building elevation . west , partial enlarged
Y811 = 11-011
a
a project for
Weidner Property Management
heritage hills
apartment
community
south puget drive
city of renton
king county washington 98057
GENERAL NOTES
1. Contact Architect for any dimensional discrepancy or needed
clarifications - drawing information w/o attached dimension string
is intended for graphic illustration only.
2. Dimensions indicated are face of stud to face of stud,
centerline ofheavy-framing member/column or face of foundation
wall unless otherwise indicated.
3. Outline/Performance Specification information provided to
establish design intent and basis for pricing - proposed equal
alternates are acceptable.
4. Contractors shall verify all information and dimensions
contained within these construction documents and Contractors
shall verify all existing conditions, including buildings, site
conditions, and soil bearing pressure. Inconsistencies and/or
insufficient information are to be reported to the
Architect/Engineer before proceeding with the work.
Complete Construction, II
Weidner Property Management, IIc
9757 Juanita Drive NE, suite 300
Kirkland, WA 98034
425.250.2937 City
ianninn r,;ent.. oll
n
NOV - 3 7U11
a4.02
overall building
elevations
west
revised Submittal . 1 1.03.1 1
2010 the building design alliance ilc
_......._......._ .. ... vi ri
F2: HARDI SIDING NARROW (typ)
Fl: HARDI SIDING WIDE (typ)
CV
_I
..� ..n n
MIDPT OF
el + 143'-0"
t.o. frmg [ _02 Roof_ ]
(347.0)
CV
M
A. el. +146'-2"
t.o. frmg (_03 Roof
(350-4— - —
el. +143'-0" _
t.o. frmg [ _02 Roof_ ]
(347.0)
el. +131'-0"
t.o. frmg [ _04 Level / 01 Roof -Terrace_ ]
(335.0)
el. +121'-0" —
t.o.frmg [ _03 Level_ ]
(325.0)
el. +111'-0"
t.o. frmg [ _02 Level_ ]
(315.0) AVERAGE GRADE PLANE:
[el.+304 @ 6' from)
RI nr, FACEI
..-. --..- L _--
(304.0)
el. +89'-0"
t.o. con( [ _B1
(293.0)
exterior building elevation . south . overall
16" _ ]'-o"
FL� EL�
TYPICAL EXTERIOR SIDING PALETTE
F3: HARDI PANEL SIDING ('COUNTRYLANE RED')
F2: HARDI SIDING NARROW ('HARRIS CREAM')
F1: HARDI SIDING WIDE ('AR(TIC WHITE')
SI N -� � �- - N - �I
t.o. frmg 04 Level 01 Roof -Terrace
(335.0)
ARKAUt VKAUt rLANt:
[el.+307 @ 6' from
BLDG FACE]
EXISTING GRADE
PROPOSED GRADE
�� I NVtKNbt bKNUt YLAIVt:
[e1.+307 @ 6' from
� el. t 1 [ I -u p uu M � BLD6 FACE]
t.o- frmg [_03 Level_] ---- a ' � —-- — — — — — -�-- — — — — — — — — — — — —
(325.0)
C: 7.►
........,.,.
............
e . .
.—.—.—.—.— — —. —.—.
t.o. frm 02 Level_7.
(315.0) AVERAGE GRADE PLANE: 1...................... .
rai -i--inA n A' frnm: � fi' � � . .......
...
�
TYPICAL EXTERIOR SIDING PALETTE
F3: HARDI PANEL SIDING ('COUNTRYLANE RED')
F2: HARDI SIDING NARROW ('HARRIS (REAM')
F1: HARDI SIDING WIDE ('ARCTIC WHITE)
exterior building elevation . south . partial enlarged
/" = 1'-oil
a
a project for
Weidnar Property Management
heritage hills
apartment
c mmunit
o y
south puget drive
city of renton
king county washington 98057
GENERAL NOTES
1. Contact Architect for any dimensional discrepancy or needed
clarifications - drawing information w/o attached dimension string
is intended for graphic illustration only.
2. Dimensions indicated are face of stud to face of stud,
centerline of heavy -framing member/column or face of foundation
wall unless otherwise indicated.
3. Outline/Performance Specification information provided to
establish design intent and basis for pricing - proposed equal
alternates are acceptable.
4. Contractors shall verify all information and dimensions
contained within these construction documents and Contractors
shall verify all existing conditions, including buildings, site
conditions, and soil bearing pressure. Inconsistencies and/or
insufficient information are to be reported to the
Architect/Engineer before proceeding with the work.
Complete Construction, II
Weidner Property Management, 11c
9757 Juanita Drive NE, suite 300
Kirkland, WA 98034
425.250.2937 CitY O
I V%s%or)
Nov _
3C1
1"Ull
C.�
e
overall building
elevations
south
revised Submittal . 1 1.03.1 1
2010 the building design alliance Ilc
(347.0)
C-4
el. + 13 11.011
t.o. frmg [ 04 Level 01 ioof-
C? (335.0)
C=
el. + 121 1.011
t.o. f rrng 03 Level—
(325.0)
6 el. +111 -0
V t.o. f rmg 02 Level—
(315.0)
C?
el. +100'.0"
V t.o. conc [ _0'rLevel—
(304.0)
C?
. . . . . . el. +89'-0"
V t.o. conc [ _B I Level
(293.0)
_LL
ITvnie A I rVTrninn cin ILI r, n&i rTTr
exterior building elevation .east .overall
Y1611 = 11-011
OPENING TO GARAGEbt p)
AVERAGE GRADE:
[ei.+306.7' @ MIDPT OF
GRADE. PLANE]
F
II
XXXX
. . .... ..........
. . ........
.. ......... .
A + 13 V-0"
r&el. +100'-0"
`V t.o. (on( [ _01 Level— —]
(304.0)
el. +89'-0"
to. con( [ _131 Level—]
(293.0)
M
MIN E MEN:
M1111111111111111111 WN-1
M I
21701 i al�
MEN 1 107 F07 FE ml ME E 1-1roll7m, ME11011 110 Im
b
T — — — — — — - L EXISTING GRA6�
— PROPOSED G
- — - — - — - - — -
exterior building elevation .east .partial enlarged
Y8 11 = I I -oil
TYPICAL EXTERIOR SIDING PALETTE
F3: HARDI PANEL SIDING ('(OUNTRYLANE RED)
F2: HARDI SIDING NARROW ('HARRIS CREAM')
Fl: HARDI SIDING WIDE ('ARCTIC WHITE)
a project for
Weidnor Property Management
heritage hulls
apartment
ety
communi
south puget drive
city of renton
king county washington 98057
GENERAL NOTES
1. Contact Architect for any dimensional discrepancy or needed
clarifications - drawing information w/o attached dimension string
is intended for graphic illustration only.
2. Dimensions indicated are face of stud to face of stud,
centerline of heavy -framing member/column or face of foundation
wall unless otherwise indicated.
3. Outline/Performance Specification information provided to
establish design intent and basis for pricing - proposed equal
alternates are acceptable.
4. Contractors shall verify all information and dimensions
contained within these construction documents and Contractors
shall verify all existing conditions, including buildings, site
conditions, and soil bearing pressure. Inconsistencies and/or
insufficient information are to be reported to the
Architect/Engineer before proceeding with the work.
Complete Construction, 11c
Weidner Property Management, 11c
9757 Juanita Drive NE, suite 300
Kirkland, WA 98034
425.250.2937 City of
ly
NOV - 3
lull
Pea
C14004
overall building
elevations
east
revised Submittal .11.03.11
2010 the building design alliance 11c
(341.0)
el. +131'-0"
V t.o. frmg [ _04 Level / Ol 1
(335.0)
_ el. +121'-0"
t.o. frmg [ _03 Level—]
(325.0)
el. +111'-0"
t.o. frmg [ _02 Level—]
el. +100'-0"
t.o. conc [ _0`(Level
(304.0)
el. +89'-0"
t.o. conc [ _BI Level
(293.0)
-6 el. + 143'-0"
to. frmg [ _02 Roof_]
(347.0)
el. +131'-0"
t.o. frmg [_04
_
Level / 01 Roof -Terrace_]
(335.0)
el. +121'-0"
t.o. frmg [_03
Level_]
_
(325.0)
el. + 111'-0"
t.o. frmg [_02
Level_]
(315.0)
el. + 100'-0"
t.o. conc [_01 Level_]
(304.0)
® el. +89'-0
t.o. conc [ _131 Level—]
(293.0)
.._• ____ ..... - 1 T I I ----.....---..._ ._ .... __ -- = _.H
TYPICAL EXTERIOR SIDING PALETTE
F3: HARDI PANEL SIDING ('COUNTRYLANE RED')
F2: HARDI SIDING NARROW ('HARRIS CREAM')
FI: HARDI SIDING WIDE ('AR(TIC WHITE')
exterior building elevation . east . overall
M11111111MII�-11 �11�111��11011011�11�11011�
exterior building elevation . east . partial enlarged
/I' _ ]'-o„
a
OPENING TO GARAGEJty — 4
�__
II
II
AVERAGE GRADE: II
[e1.+306.1' @ MIDPT Of II
GRADE PLANE]
=:III
II
II
II
I I
I I
u
AVEI
[el.-
GRA
a project for
Weidner Property Management
heritage hills
apartment
community
south puget drive
city of renton
king county washington 98057
GENERAL NOTES
1. Contact Architect for any dimensional discrepancy or needed
clarifications - drawing information w/o attached dimension string
is intended for graphic illustration only.
2. Dimensions indicated are face of stud to face of stud,
centerline of heavy -framing member/column or face of foundation
wall unless otherwise indicated.
3. Outline/Performance Specification information provided to
establish design intent and basis for pricing - proposed equal
alternates are acceptable.
4. Contractors shall verify all information and dimensions
contained within these construction documents and Contractors
shall verify all existing conditions, including buildings, site
conditions, and soil bearing pressure. Inconsistencies and/or
insufficient information are to be reported to the
Architect/Engineer before proceeding with the work.
CompleteConstruction, II
Weidner Property Management, lic
9757 Juanita Drive NE, suite 300
Kirkkandl, WA 98034
425.250.29� V
V18ion
NOV 31U11
ego
a4.05
overall building
elevations
east
revised Submittal . 1 1.03.1 1
2010 the building design aliion,e ilc
AVERAGE GRADE:
[el.+306.7' @ MIDPT OF
GRADE PLANE]
— -. — . — . — . — . — . — . — . — . — . — . —
TEXTURED CONCRETE FINISH "'�•.....,-,�
GARAG1,.ROOR, k:.:::. `r`r
:
--=—II --= II —=--IL=—=-- OPENING TO GARAGE) p—�II — . — . — . — . — . — . — . — . — . — . — . — .
CV
M
_ el. +146'-2"
t.o. frmg [_03 Roof_]
el. + 143'-0"
to. frmg [_02 Roof
(341.0)
_ el. +131'-0"
t.o. frmg [ _04 Level / 01 Roof -Terrace_ ]
(335.0)
_ el. +121'-0"
t.o. frmg [ _03 Level—]
(325.0) AVERAGE GRADE PLANE:
[el.+302 @ 6' from
_r6 el. + 111'-0" BLDG. FACE]
t.o. frmg [ _02 Level_ ]
e I. + 100'-0'��
t.o. conc [_01 Level_]
(304.0)
,-6., el. +89'-0"
t.o. conc [_B1 Level
(293.0)
t.o. frmg [ _03 Roof
N
ch
0
..-' --"- l _- • --- 1
(293.0)
exterior building elevation . north . overall
1611 _ ] 1-o11
PROPOSED GRADE ��—
11 11 1 W.
exterior building elevation . north , partial enlarged
a
i...-....---.... --VAWA
a project for
Weidner Property Management
heritage hills
apartment
,a
community
south puget drive
city of renton
king county washington 98057
GENERAL NOTES
— - — - — - — 1. Contact Architect for any dimensional discrepancy or needed
clarifications - drawing information w/o attached dimension string
is intended for graphic illustration only.
2. Dimensions indicated are face of stud to face of stud,
— . — centerline of heavy -framing member/column or face of foundation
wall unless otherwise indicated.
3. Outline/Performance Specification information provided to
. — . — . — establish design intent and basis for pricing - proposed equal
alternates are acceptable.
---._ ..... 4. Contractors shall verify all information and dimensions
contained within these construction documents and (ontractors
shall verify all existing conditions, including buildings, site
conditions, and soil bearing pressure. Inconsistencies and/or
insufficient information are to be reported to the
. — . — . — Architect/Engineer before proceeding with the work.
City of Renton
Planning Divi 3ian
F iii/ E n
--------------- ------------------------------------
Complete Construction® ii
Weidner Property Management Ila
9757 Juanita Drive NE, suite 300
Kirkland, WA 93034
425.250.2937
a4*06
overall building
elevations
north
revised Submittal . 1 1.03.1 1
2010 the building design alliance Ilc
ar A