HomeMy WebLinkAboutLUA98-157 Large FormatL'
� NEIGHBORHOOD DETAIL MAP
SCALE: 1 " = 200'
mow•
..y
1
I
I
I
I
1
1
1
1
I
1
I
i
LPL P.
wAs,yye
�O 23075 4
/ S
ONA L E
EXPIRES 6-10-99
STAMP
fi
PRELIMINARY LEFT SIDE ELEVATION
SCALE: 1 /8" = 1 '-0"
30'-6" 825.0
ROOF RIDGE
26'-6" 821.0
ROOF MID POINT
TOP MECH. SCREEN
21'-6"
TOP OF FASCIA
CEILING LINE
r�
11'-0" 805.5
FINISH FLOOR
,1, 30' - 6"
CONSUMER
CONNECT10N
OFFICE
s „t
0'-0" 794.5
FINISH FLOOR
794.0 1
EXIST. & PROPOSED GRADE
PRELIMINARY FRONT ELEVATION
SCALE: 1 /8" = 1'-0"
PRELIMINARY RIGHT SIDE ELEVATION
12
t!,_ 14
RL
OPEN TO
PARKING AREA
COMP ROOFING
18" FASCIA W/
6" TRIM BOARD
$ STUCCO TRIM
P,WINDOWS TYP.
6" HORIZ. STUCCO TRIM
OVER 12" TRIM
12" HORIZ. STUCCO TRIM
CONC. COLUMNS
PRELIMINARY COLOR SCHEDULERE
■
ROOF SHINGLES
GAF TIMBERLINE WOOD BLEND
STUCCO
TRIM
PPG WH835-S WHITE
STUCCO FINISH
PPG WH740-S BEIGE
r�
P GR�e
iiF W A Sy/y9
Q c�
�o ,p 23975 p ��
��ss oNA LT
EXPIRES 6-10-99
STAMP
0)
C
0
cz
I€ W
0
L
IX
8 W
a W
_C
U
�3
41
E
Z
W
>
U
00
0
C
�
O
cry
W
O
U
w
�
o
E
o
Co
U
0
UE
o
T
-F-�
(�
LL
0
0
C
.0
w
•
■�
L
Z
CID
7
Cd
o
!L
o
o
°C
a'
>
U
�
�
o
m
r
v
o c
v0
00
rn
IN
N
O
.."I
C
o
�
c
o
0
U
k
_w
� z
p zw
W a Q
Z Q z
w N � �z
� DD N r- ?>
Z rn co 00 w z
N I i ww
n n C-DZ
� rN-. N w
ONO W N N
Uv=i
2
z
C7
CON
o Co
E
z � o EnN i
�
0 0
a
File: P:\sdskproj\6813\architectural\6813a02.dwg Date/Time: 09/24/1998 16:11 Scale: 1=96 morkp Xrefs:
UJ
��k,W—.�svi
#
I.
F
�-
Y Z
O O
Z
0 w 3
x
/^o a o vt
V )
V)
1�=20'
•E
SITE PLAN
A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4, SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTION, KING COUNTY, WASHINGTON
PROJECT DATA:
SITE AREA 11,970 SQ. FT., 0.274 ACRES
PREDEVELOPED CONDITIONS
IMPERVIOUS AREA 1,694.09 SQ. FT, 0.039 ACRES
PERVIOUS AREA 10,275.91 SQ. FT., 0.235 ACRES
0
m
POSTDEVELOPED CONDITIONS
IMPERVIOUS AREA 8,5522.59 SQ FT (INCLUDING UNDERGROUND PARKING)
PERVIOUS AREA 3,447.41 SQ. FT.
BUILDING FOOTPRINT 5877 SQ. FT.
PERCENT LOT COVERAGE
REQUIRED 50% MAX
PROVIDED 49.1 %
TOTAL PAVEMENT SQ. FT.
EXISTING PAVEMENT 1,691.55 SQ. FT
PROPOSED PAVEMENT 8,5522.59 SQ FT (INCLUDING UNDERGROUND PARKING)
PARKING ANALYSIS
PARKING REQUIRED 3 SPACES PER 1000 SQ. FT. MIN
PARKING PROVIDED 18 SPACES TOTAL, 1-ADA ACESSIBLE
-
-
o E
PARKING DIMENSIONS
C
STANDARD 9'x2O'
Q
COMPACT 8.5'x16'
U
� wi
BUILDING SETBACKS
W LJ
REQUIRED 0 FT. FRONT, 0 FT. SIDES AND REAR
ry
PROVIDED 0 FT. FRONT, 20 FT SOUTH, 15 FT REAR, 32 FT. NORTH
0
E
ZOINING CN - CENTER NEIGHBORHOOD
m E
LANDSCAPING AREAS 3,447.41 SQ. FT.
E
-
N
BUILDING HEIGHT
�� c Q,
REQUIRED 35' MAX
14 o
PROVIDED 30 -8'
11
DO
E9
N
I
00
N
bi
x
E
0
N
I I
6
U
in
c0 -
�! X
rn
O
Ep
rn
Ib
N
0
0
0
c�
Q
I
00
Z
w
w
z
c�
z
w
00
cfl
0
Of
a_
cn =
a_
L�
11,10mommomm
0w
w
w
a
0
0
0
Y
w
0
Z
Z
Q
Y
W
O
�
N
2
v�
o
o
0
Q
Ld
Q
m
I
O
z
EXISTING .BC
RIM= 9=3.55
IE=39G).'17(8" PVC E)
IE=389.57,8" CONC W)'
EXISTING CB-i:: ---
RIM=393.5'
IE=390m t6" CONC E) �\
EXISTING MON. WELL.
EXISTING --,�
POWER VAULT
EXISTING .......-
E IGHT J-BOX
EXISTING --
FIRE HYDRANT
AND WATER VNUVE
EXISTING "B-D
RIM=394,82
IE=389.09(18" CONC N)
I E=384.2 7
EXIST ING CB-E
RIM=395.06
IE=389,1608" CONC S
IE-384.66
EXISTING SSMH--8 ---
RIM=395 11
IE=386.43(8" CONC N)
IE- 386.51 E',R CONC S)
IE- 38G.91(18 PVC W"i
FOUNID BRASS NAIL \
W/PUNCH SET IN \.
A 4" CONC. MG)N. �
IN CASE
EXISTING SSMH C-.....
_
RIFr4=395.43
IE=386.82(8" CONC S)
IE=336.96?8" PVC SE)
IE-387.13�8" PVC SW)
IE=386.53E8" CON(" N)
EXISTING --
TE:i.E<PHONE �.
MANHOLE
EXISTIN" EIGHT J-BOX AN LUMINAIRE
EXISTING WATER VALVE
EXISTING SDMH.-B ---
RI#d-395.54
Icy 389.89t18" CONC N3
IE=389.99?18" CONC Si
IE=390.44•k'15" CMP N l�
IE=390.28(lI2" CMP S
EXISTING CB--F
RIM 395.41
IE=390 /..9r'12" CIVIP E)
IE=389.86.12" CMP 14'••W)
IE'-•39:i.E;6�8" CMP)
IE-3901s1Y CMP S)
2EXISTING FIRE HYDRANT
218,6' S
35.0' W
OF SOUT'HERL`•."
C/L MONUMENT
Il
w
z
Z)
O
u
Z
_EXISTING SSMH- A
!'
RIM'=395.17
IE-385,61 `8" CONC N)
C
L
IE-385.73( CON> Sj
-
EXIS i i?' " Si7`t P •-'A
IE=389.;)0'18�
38gj'0(18" CONC N i f
I
...-•.
EXISTING Cu--E
I
i !
`....
RIM=394.21
IE=390.46(24" CMP NW)
IE=393.C1 8" CMP)
f'
IE=389.7�3"' CMP S)
o
EXISTING
ASPHALT
i3
ri I
I
8'38'55" E
;
it
__ a
a
EXISTING
_
°
'
CHAIN LINK
FENCE
•-€:.XISTING 36" CMP
---..EXISTING CONIC WALL.
WITH CHAIN UNK FENCE
T1
--FX
N.
IE=391.84
D
-EXISTING 20' DRAINA.,E
II
'
EASEMENT (PER SHORT
:
I I
PLAT)
i
I
t
D
^-•"--
I
U
i
i /)
z
-
v
.�
:
0
q
:
i
p
•
f
I I
�
�
p
�
Ir
I
>n
(
3
II
u)
D ° I
Q i
O
I1
cc)r
v
v
Q
Lp
Il
o
O
E '
N
�J D
Ev v I%G I
2' 9' 12' ° 20'
I� v
Q PROPOSED v°I
I w CONCRETE o
® v PARKING
IU, ° AREA
0
Z
a
a
Q d a
Q d
d
79nn'
EXISTING
WATER VALVE
DRIVE -WAY
TRASH ENCLOSURE
'-EXISTING -EXISTING WOOL)
LAUREL. FENCE
FOUNT) REBAR HEDGE
0.10' S
o" f'." E
(Dlil"URBED)
EXISTING
RAiLROAI) TIE
PU'04TER
6%
J
J (J) 'It
ww00
0z
f_ Z<
O o�
za �00=
o~Cz 0Z
U Q a: z
z� UWQC�
<z �Q�~
_O wU
~ w� �Q
�W �0 z
Q I JO
z w0WU
o ��m
Q O
U
O
J
z
J
m
Z
W
0
LLLL
CL
z
O
F
f-
z
(n
z
O
U
Ir
z
O
U
w
J
H
H
=
w
F-
Z >
Z
O
^
V )
z LJ
LLJ
� J
Z
L
x
Q
~
z w
g
IJ
Q
N
N
N
z
O �
C:)
CD
00
N
N
00
Il
Z
N
m
Qo
I
00
Z
w w
�S
In
I
In
('
In
CN
CN
Z
w }
00
L'j
�-4
0V)
WASH
2
z
z =
W
T= �
�o2 jF 23975 �O �Q- �2
1 F�SIONA L� E��' �v , 5J�
EXPIRES 6-10-99
CITY OF RENTON
EDEPARTMENT OF PUBLIC WORKS
DESIGNED
DATE
DRAWN
CHECKED SCALE
NO. REVISION BY I APPR. DATE APPROVED
DIRECTOR OF ?,iB-- WORKS
'em -9�-1;5?�
FILE NO.
FIELD BOOK PAGE
SHEET- C2 OF 5
00
co
O
z
m
O
w
U
in
W
�--- o
o
y Z
O U
m z
w o ::i 3 C
w =
V
V)
a- 1 20
0-
SITE PLAN
A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4, SECTION 3, TOWNSHIP 23 NOR
TH, RANGE 5 EAST, W.M.
CITY OF RELATION, KING COUNTY, WASHINGTON
PROJECT DATA:
SITE AREA
11,970 SQ. FT., 0.274 ACRES
PREDEVELOPED CONDITIONS
IMPERVIOUS AREA
1,694.09 SQ. FT, 0.039 ACRES
o
PERVIOUS AREA
10,275.91 SQ. FT., 0.235 ACRES
z
o
POSTDEVELOPED CONDITIONS
IMPERVIOUS AREA
8,5522.59 SQ FT (INCLUDING UNDERGROUND PARKING)
PERVIOUS AREA
3,447.41 SQ. FT.
BUILDING FOOTPRINT
5877 SQ. FT.
PERCENT LOT COVERAGE
REQUIRED
50% MAX
PROVIDED
49.1 %
TOTAL PAVEMENT SQ. FT.
EXISTING PAVEMENT
1,691.55 SQ. FT
PROPOSED PAVEMENT
8,5522.59 SQ FT (INCLUDING UNDERGROUND PARKING)
`0
PARKING ANALYSIS
Q
CL
o o
PARKING REQUIRED
3 SPACES PER 1000 SQ. FT. MIN
fnco
PARKING PROVIDED
18 SPACES TOTAL, 1--ADA ACESSIBLE
a
0 O
o s
PARKING DIMENSIONS
[-4
3 -0
Q
STANDARD
COMPACT
9'x20'
8.5'x16'
W
w
d
BUILDING SETBACKS
REQUIRED
0 FT. FRONT, 0 FT. SIDES AND REAR
co
PROVIDED
0 FT. FRONT, 20 FT SOUTH, 15 FT REAR, 32 FT. NORTH
L
ZOINING
CN - CENTER NEIGHBORHOOD
Lo
\ E
LANDSCAPING AREAS
3,447.41 SQ. FT.
a-
C'N
BUILDING HEIGHT
rn
REQUIRED
35' MAX
cgso
PROVIDED
30'-8"
d0
J
W U U
=
20
N
i
`^Zo
w
O U
c�
Z W
Q � U
c
N
�}
n
00
CO
N
V)
I
ro
CL
a)
$
W
X
E
z
h
j
z
3
o
x
w
x
U
a
Q
-
o
I I
d
a
cn
QD
�?
x
rn
0
00
m
rn
rn
00
N
rn
0
4;
E
0
0
0
0
z
Q
_O
Do
U
z
w
w
z
U
z
w
DO
0
IY
a
`o
w
M
V)
z
O
J
z
Q_
ai
iL
I
EXISTING CB
RIM = 393.55
IE=390.17(8" PVC E)
IE=389.57(8" CONC W')
EXISTING CB-B --�
��1M=393.515 �\
iE=390.11(6" CONIC E) �.
EXISTING MON. WELt.- �•.
EXISTING
POWER VAULT
EXISTING ---...
LIGHT J-BOX
EXISTING
FIRE HYDRANT
AND WATER VALVE:
EXISTING CB-D
RIM=394.82
IE=389.09(18" CONC N)
IE=384.2 7
EXISTING CB-E
RIM=395.06
IE-389.16(18" CONC S)
IE=384.66
EXISTING SSMH.-B - -
RIM=397.11
IE=•386.43 8" CONIC; N}
IE=386.51 8" CONC S)
IE=386.91(8" PVC; W)
FOUND BRASS NAIL
W/PUNCH SET IN
A 4" CONC. MON.
IN CASE
EXISTING SSMH C --
RiM-395.43
IE=386.82S8" CONIC S)
lE-386.96,8" PVC SE)
IE=387.13 8" PVC SW)
IE-386.53 8" CONC; N)
ExIS'TING ---^�
TELEPHONE
MANHOLE
EXISTING LIGHT J-BOX -
AND I_UMINAlRE'
EXISTING WATER VALVE
EXISTING SDMH--B --
RIM•--395.54
iE=389.89Q8" CONC Nt
IE= 369.99� 18" CONC S)
IE =390} 44(15" CMP NW)
IE-390.28,12" CMP SEJ
EXISTING CB-F
P,IM=395.41
IE=390.29' 12 CMP E)
iE=389.86� i 2" t;Mr' NW)
IE= 393.86 8- CMP)
IE=390.11 �12' CMP S)
EXISTING FIRE HYDRANT
218.6' S
35.0' W
OF SOUTHERLY
C/L MONUMENT
�
€3
;i
E
11
' 9II I
��
II
II
' I
i I y' -•_ .
E:
- -
: I
Ti
'I
I `•€
�
I I�
f
P I�m)
E �I
I I
I<
I
I
_......
I
I
i
1
, II
I
I
{
II ':
!I
II
I
jl x
I
I I I
f
I I j
1
+ I I
t
:
I
�3,j
~~
I:
I
t
,
,
I
I
EXISTING SSMH-••A
j -
RIM=395.1'7
-'�
IE=385.61(('8" CONC N
IE-3853:3" CONC S�
/
EXISTING SDMH--A
RIM=394.93
-�'
/
iE =389.00r 18" CONC S{
IE=3189.00ti " CONC N,
f -
EXISTING CB-B
RiM= 394.21
IE -390.46(24" CMP NW)
IE= 393.01 (8" CMP)
!
IE-.389.70(8" CMP S)
ro,
__
I ",-�-
--'-EXISTING
ASPHALT
;`-jam
2
48' . 5:
15'
I fs
r I
a .--l1�
Di' v
I I D
D
7 / D
� v
D V'
D
I °
D v .
D °
p
v
0
v
° v
/D v D
2' 9'
12' °1 20'
SDIQ ° PROPOSED,
I CONCRETE t', D
m o PARKING
o AREA D
° p O
a
a
° T�ASH-
ENCLOSURE °
0
N
- EXISTING '-_EXISTING WOOD
LAUREL FENCE
FOUND REBAR HEDGE
0. 0' S
0.6 I'
(DISI_URBED)
EXISTING
RAiLROAD TIE
""-\ EXIS PLANTER
..T1NC
\ DRiVEWA'l
EXISTING
WATER VALVE:
EXISTING
CHAIN LINK
FENCE
EXIS NG 36" CMP
IE=391.80
EXISTING C;ONC WA:1
WITH CHAIN LINK FENCE
EXISTING 36" CMP
IE=391.84
EXISTING 20' DRAINAGE
EASEMENT (PER SHORT
FEAT)
U
J�
J � �
oz
WLlJ00
WZ
O
�=hrn
oC
E-Ca
rL00�
irz
oZOU
0C
cL�z�
z
�Z
WU
w��Q
=0
r
'SSW
�o 00 jz
cr
Q 1 10
z
0
wowU
N m
�
Q
U
0
0
J
0
z
0
J
D
m
W
z
U
<
LL
LL
_1
0
^
W
z
W
_O
U
z
z
V /
0
U
cr
z
0
W
f --
=
cn
w
z J
O
:SzLd
xLij
J
0 Z
LZ
Li
g
QN
n N
CD N
N
00
U O
Z
00 N
0) co
r-
00
z >
W z
Q
w
z
Ln
' In
-.1714
Lo
w
r
w N
N
> �
Y4
�
UV)
�P� P G& v� 0 3AI/ sb
c�F W A Sy���
2
z
w
23975
3975��� ��� O `2
Fs S T E. �� (�► �
S�oNA L E��' " d► N5`s
C
EXPIRES 6-10-99
CITY OF RENTON
I]EPARTMENT OF PUBLIC WORKS
9 T-15 7 OCT 0 P L`3 I O
z
DESIGNED 0
DRAWN
DATE FILE NO.
- -
CHECKED SCALE _ FIELD BOOK _ -PAGE
REVISION BY APPR. DATE APPROVED rr�� U
DIRECTOR OF PUBLIC WORKS SHEET CL_ OF _5 m
NO.
a°
<
v
�o
p
w.j
_
C`E
o-0
a
O)c
c°
:D E
-
=v
mE
\E
v�
Cy c rn
c
v v
I°
J
2
U
M — G
Z N Z O
p U
W � 8 Q
O 4 Z W
a,u
N
Q
a 1]
:101 a M :4 4 1 Ly, I 10 FAA EMYM wil 0 1 DI I
4wAu:*uwAAL
A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4, SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
a41f
EN
PLANT LIST / LEGEND
SYMBOL NAME
SIZE CONDITION SPACING QUANTITY REMARKS
TREES:
s
ACER CIRCINATUM/
6' - 8' HT.
8 & B
AS SHOWIJ
9
STAKE AND GUY ONE GROWING SEASON, MAX.;
VINE MAPLE
CARPINUS BETULUS 'FASTIGIATA'/
1.75" CAL.
B & B
AS SHOWN
4
STAKE AND GUY ONE GROWING SEASON, MAX.;
COLUMNAR HORNBEAM
NURSERY GROWN FOR STREET TREE USE, 6-FOOT STANI
PRUNUS SERRULATA 'KWANZAN' /
1.75" CAL.
B & B
AS SHOWN
2
STAKE AND GUY ONE GROWING SEASON, MAX.;
KWANZAN CHERRY
NURSERY GROWN FOR STREET TREE USE, 6-FOOT STANI
iAcg
PINUS SYLVESTRUS 'FASTIGIATA'/
6' -8' HT.
B & B
AS SHOWN
2
STAKE AND GUY ONE GROWING SEASON, MAX.
COLUMNAR SCOTCH PINE
THUJA PLICATA 'HOGAN'/
6' -8' HT.
B & B
AS SHOWN
5
STAKE AND GUY ONE GROWING SEASON, MAX.
HOGAN WESTERN CEDAR
SHRUBS:
ABELIA x 'EDWARD GOUCHER' /
18" - 24"
CONTAINER
4' -5'
37
HOLD 3' FROM BORDERS
PINK ABELIA
NANDINA DOMESTICA/
15" - 18"
CONTAINER
4' -5'
21
HOLD 4' FROM BORDERS
HEAVENLY BAMBOO
ILEX CRENATA 'CONVEXA' /
18" - 24"
CONTAINER
30"
54
HOLD 2' FROM BORDERS
JAPANESE HOLLY
SHEARED hEDGE
PHOTINIA FRASERI/
30"
B&B
AS SHOWN
124
FRASERS PHOTINIA
PRUNUS LAUROCERASUS 'OTTO LUYKEN' /
18" -24"
B & B
3'
i 35
HOLD 3' FROM BORDERS
OTTO LUYK N LAUREL
ONLY
GROUND COVER:
Af 'TOSTAPHYLOS UVA URSI /
1 GALLON
30' AVG.
COVER
HOLD 2' FROM BORDERS AND OTHER SPECIES
'
MNNIKINNICK
4" POT
24" AVG.
COVER
SAME. PROVIDE ALTERNATE PRICE FOR 4" MATERIAL.
SACOCOCCA HOOKERANA HUMMILIS/
1 GALLON
24"
81
HOLD 2' FROM BORDERS AND OTHER SPECIES
SARCOCOCCA
4" POT
18"
COVER
SAME. PROVIDE ALTERNATE PRICE FOR 4" MATERIAL.
SEASONAL FLOWERS:
4"/1GALLON
12" - 18"
COVER
AT MAIN ENTRY.
PONY PACK
6" - 8"
COVER
AE
7197
)ARD
0"
z
in
W
U
LL
UL
O
z
O
F-"-
O
z
z
O
U
cc
0
CO
�0
V
W
f
cy
41 1 I— z >
Z ck�
0 Z L.LJ
0 6 p y❑` i i f !% M
Li
w m i a -T t r X Q Z
N o ❑ < t aJ'3 / LLli
f
a C] N 00 z
Q i 00 >
} 1 3 i. T � (0 00 z
L.J
w N Q
_ _
I ` ' L11D w
� N N z
04
v to
6_ _1
✓ 3
z
0
0
w
z Q
i z
zo
REVkSION
STATE OF
r,1 'jil� ASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
H. BRUCE McCRORY
CERTIFICATE N0. 504
(VALID ONLY WITH SIGNATURE)
BY I APPR. I DATE
.�V y'--' U` •J Jy i
J� Gilcc��/
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
PRELIMINARY LANDSCAPE
PLAN
DESK]NED HBM
DATE _V30 _98 __
DRAWN --Ham--
CHECKED HBM SCALE 1 "=20'
APPROVED
DIRECTOR OF PUBLIC WORKS
FILE NO. _...
FIELD BOOK
SHEET L1___ OF
PAGE__.
IN$
O
z
m
O
!ul
V
W
File: P:\sdskproj\6813\engineering\6813-Il.dwg Date/Time: 10/02/1998 09:56 Scale: 1=20 brucem Xrefs: Z6813-S,Z6813-LB, z-%,6 —��� /�
Q
U
0
z
�z
Q
z
o �
Z
m
0 w
o:
OL
L
�0
a
Q--�,
0
o
u
w
V_
V) c
EL
Q
C Q
of
�Q
W
Ld
Dd
n
H
�E
E
L
'E
\E
o
�N
C
a
o
C phi
o �
w �c
O m
O'pQ�
O
U < Q
�o
W
� N
0
O
1.0
w
Q
0
iiM
. , . ♦ s rta
A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4, SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
6.
a
z
J
L,
z
O
V)
O
z
pup
M/6
PLANT LIST / LEGEND
SYMBOL NAME
SIZE CONDITION SPACING OHANTITY RFAAAPVCZ
TREES:
ACER CIRCINATUM/
6' — 8' HT.
B & B
AS SHOWN
9
STAKE AND GUY ONE GROWING SEASON, MAX.;
VINE MAPLE
CARPINUS BETULUS 'FASTIGIATA'/
1.75" CAL.
B & B
AS SHOWN
4
STAKE AND GUY ONE GROWING SEASON, MAX.;
COLUMNAR HORNBEAM
NURSERY GROWN FOR STREET TREE USE, 6—FOOT STANI
PRUNUS SERRULATA 'KWANZAN' /
1.75" CAL.
B & B
AS SHOWN
2
STAKE AND GUY ONE GROWING SEASON, MAX.;
KWANZAN CHERRY
NURSERY GROWN FOR STREET TREE USE, 6—FOOT STANI
PINUS SYLVESTRUS 'FASTIGIATA'/
COLUMNAR SCOTCH PINE
6' —8' HT.
B & B
AS SHOWN
2
STAKE AND GUY ONE GROWING SEASON, MAX.
THUJA PLICATA 'HOGAN'/
HOGAN WESTERN CEDAR
6' —8' HT.
B & B
AS SHOWN
5
STAKE AND GUY ONE GROWING SEASON, MAX.
SHRUBS:
ABELIA x 'EDWARD GOUCHER' /
18" — 24"
CONTAINER
4' —5'
37
HOLD 3' FROM BORDERS
PINK ABELIA
NANDINA DOMESTICA/
15" — 18"
CONTAINER
4' —5'
21
HOLD 4' FROM BORDERS
HEAVENLY BAMBOO
ILEX CRENATA 'CONVEXA' /
18" - 24"
CONTAINER
30"
54
HOLD 2' FROM BORDERS
JAPANESE HOLLY
SHEARED HEDGE
PHOTINIA FRASERI/
30"
B&B
AS SHOWN
24
FRASERS PHOTINIA
PRUNUS LAUROCERASUS 'OTTO LUYKEN' /
OTTO LUYKEN LAUREL
18" -24-
B & B
3'
35
HOLD 3' FROM BORDERS
ONLY
GROUND COVER:
ARCTOSTAPHYLOS UVA URSI /
1GALLON
30' AVG.
COVER
HOLD 2' FROM BORDERS AND OTHER SPECIES
KINNIKINNICK
4"POT
24 AVG.
COVER
SAME. PROVIDE ALTERNATE PRICE FOR 4" MATERIAL.
(D
SACOCOCCA HOOKERANA HUMMILIS/
1 GALLON
24"
81
HOLD 2' FROM BORDERS AND OTHER SPECIES
SARCOCOCCA
4" POT
18"
COVER
SAME. PROVIDE ALTERNATE PRICE FOR 4" MATERIAL.
SEASONAL FLOWERS:
4"/1GALLON
12" — 18"
COVER
AT MAIN ENTRY.
PONY PACK
6" — 8"
COVER
0
REVISION
�uG
STATE OF
rp Zl� ASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
- ✓H. BRUCE MCcTORY
CERTIFICATE No 504
(VALID ONLY WITH SIGNATURE)
BY I APPR. I DATE
J
wwC:>z
wp �F-z
0 CL00 f--
q:z OzOU
OW IILD-CC
U Q oc w � �C
z U 0
�O w�uu�
=z a�>�
3::CC W 0
.JJU
O �om
Q O
U
O
J
)ARD
)ARD
0"
z
J_
w
U_
IL
u—
O
z
O
C.)
z
z
O
U
IC
w
U)
z
O
U
W
.J
V)
Ld
I-
�
z t/Y_.
O
V)
zW
5 U)
LEI
J
Q
i<
Z
z
Lv
W
Q
N
r�
N
N
Z
O
Z
0
z
I0
p
N
co
r-
o0
>
F� w
N
Q
I
r-
I
�-
w
z
�
w
�
u7
u7
ONO
W
CN
�
r-
Y
-4-
��-
0 U)
CITY OF RENTON 0
I]EPARTMENT OF PUBLIC WORKS Fo
PRELIMINARY LANDSCAPE
PLAN z
DESIGNED HBM O
DRAWN IBM___
DATE 9/30/98 FILE NO.
-
CHECKED HBM SCALE 1 "=20' FIELD BOOK PAGE__
APPROVED
DIRECTOR OF PUBLIC WORKS _-- SHEET Ll OF
File: P:\sdskproj\6813\engineering\6813-11.dwg Date/Time: 10/02/1998 09:56 Scale: 1=20 brucem Xrefs: Z6813—S,Z6813—LB,
PRELIMINARY LEFT SIDE ELEVATION
SCALE: 1/8" = 1'-0"
30'-6" 825.0
ROOF RIDGE
26'-6" 821.0
ROOF MID POINT
TOP MECH. SCREEN
21'-6"
TOP OF FASCIA
19'-0"
CEILING LINE
11'-0" 805.5
FINISH FLOOR
0'-0" 794.5
FINISH FLOOR
EXIST. & PROPOSED GRADE
PRELIMINARY REAR ELEVATION
SCALE: 1/8" = 1'-0"
,,� 30'-6"
PRELIMINARY RIGHT SIDE ELEVATION
SCALE: 1/8" = 1'-0"
12
14
COMP ROOFING
30'-6" Ob
ROOF RIDGE
26'-6" _
ROOF MID POINT
TOP MECH. SCREEN
21'-6"
TOP OF FASCIA
19'-0"
Ob
CEILING LINE
11'-0"
FINISH FLOOR
18" FASCIA W/
CONSUMER
6" TRIM BOARD
/
CONNECTION // // // / //
6" STUCCO TRIM
ONCE ®WINDOWS TYP.
6" HORIZ. STUCCO TRIM
OVER 12" TRIM
12" HORIZ. STUCCO TRIM
OPEN TO OPEN TO CONC. COLUMNS
PARKING AREA /mrr= SPEW Me PARKING AREA
PRELIMINARY FRONT ELEVATION
SCALE: 1/8" = 1'-0"
PRELIMINARY COLOR SCHEDULE
ROOF SHINGLES
GAF TIMBERLINE WOOD BLEND
aSTUCCO TRIM
PPG WH835-S WHITE
STUCCO FINISH
PPG WH740-S BEIGE
mi ROCK VENEER
>
m
4-
0
c
O
:3
(n
c-
O
C„J
Lei
O
(D
-4-
.C-
�
o
�
to
U
C
//O
t✓
F
O
3
C
0
.0
w
W
•�M
/y�
W
fL
0
W
00
W
�Yj
W.J
n0
Cn
i >°
ZK
_z
zw
p
N
w
a. �
0
LLJ
LL-
Q
f0 N
CV
. p
z�
�00Nr-
Z
CA CO
I
00
I
IAJ w
N
~
Q
3 InZZ
Z
�
.-.
C14
W
ONO
W N
N
J
J�
bti
Q
�
z
z
W
A
Jv
g
� coN
File: P:\sdskproj\6813\architectural\6813aO2.dwg Date/Tme: 09/24/1998 16:11 Scale: 1=96 markp Xrefs:
t�A - � f - 1.57
23975 O
NALTEE�G\��
EXPIRES 6-10-99
STAMP
I Co �
z' o
CV
41
- 10TH
,:'ill
�
U
��
�►' t"J
�
�':
���j
_'
moss
F47 It
CLA
30'....
Q01
ISAI
7t it
2
9 6
W\s
vo
llh
11
oif — lZ411— —
nee
NEIGHBORHOOD DETAIL MAP
SCALE: 1" = 200'
14
OD
0
[tiimtj[m]Luw a JU
S4-9g-/3'q
STAMP
u
o >
M
U)
c:
D
rL .0 co
(XJ
c
c
0
L 0
4—
cjl
c-
0 E D 0 (n
0 :3 U
cl)
0 o
0 41
z z
9
I I I
moo
. . -77p I- L-3 f
0 UF'
z
m T () u 1',; zi
YZ
3 U
z
o a o vi
V)
0
IL
a
V)
w
•% 0
a
y 0
.1
in
a
a
O
O
O E
�
3Q
w
F-+-!
\c
c v
w
0
W
E
\ E
0
a
C
C
0 y
a�
W
16
z
V
U
N
Q3
Q
04
O
U
Q
x
z
O
w
O
Z
Planting Notes and Materials REVISED 2/98
SCOPE OF WORK
FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH
BARK MULCH (TOPDRESSING):
THE TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT
ONE -HALF -INCH (1/2� SIZE, TO ONE -INCH (1' , I.E., 'MEDIUM,' HEMLOCK/FlR BARK.
MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY
APPLY SUFFICIENT QUANTITY TO PROVIDE THREE INCHES (3') TO FOUR INCHES (4') DEPTH
MAINTENANCE.
IN AREAS NOT PLANTED IN TURF. FINE MULCH, I.E., 'STEERCO" TEXTURE AND CEDAR ARE
NOT ACCEPTABLE.
QUALIFICATIONS:
LANDSCAPE CONTRACTOR SHALL BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK.
CONTRACTOR SHALL BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING
STAKES:
JURISDICTION.
1-1/2-INCH DIAMETER, NET, BY 8-FOOT DOUGLAS FIR (2 X 2 X 8')
JOB CONDITIONS:
GUY MATERIAL:
IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY
DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND
1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8' DIAMETER RUBBER. NO WIRE.
FINISHED GRADES ARE SUBJECT TO APPROVAL BY THE OWNER.
GROUND CONTACT WOOD
PRESSURE TREATED HEM/FIR TO SIX -TENTHS OF ONE POUND (0.6 L.B.) RETENTION (LP-22).
PROTECTION:
6" SPECIFIED SIZE WITH 24" #4 REBAR PER DETAIL.
SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER
CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. AN IRRIGATION
LAWN: N. I. C.
SYSTEM IS TO BE INSTALLED. DO NOT PLANT UNTIL THE SYSTEM HAS BEEN TESTED AND
APPROVED. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK,
HERBICIDE:
OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK
HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION.
NOT IN COMPLUWCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO
ADDITIONAL COST.
ANTI -DESICCANT:
'WILT -PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER.
REPAIR OF EXISTING PLANTINGS:
THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE
DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD
SHALL BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION.
GROWTH, RE-ESTABLISHING FINISHED GRADE AND RE -MULCHING TO SPECIFIED DEPTH.
EXECUTION:
GUARANTEE.
GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL
FINISHED GRADES:
ACCEPTANCE OF THE JOB BY OWNER.
FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER TWO INCHES (2') DIAMETER
90-DAY MAINTENANCE
CONTRACTOR SHALL PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID
FROM TOP THREE INCHES (3' OF PREPARED PLANTING BED. ALL FINISHED GRADES SHALL BE
TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION
SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. SITE
OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK SHALL INCLUDE
CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS.
MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE.
TREES:
ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND
MATERIALS-
STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND
VERTICAL TREES SHALL BE PLACED AS SHOWN ON THE PLANTING PLAN, LOCATED AS DETAILED
PLANT MATERIALS:
AND AS CALLED OUT ON PLANT UST. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING
PUNT MATERIALS SHALL BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN
WATER ONLY. NO MECHANICAL COMPACTION.
STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1986). PRUNE PLANTS RECEIVED FROM THE
NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. 'B do B" INDICATES
SHRUBS:
BALLED AND BURLAPPED; "CONT.' INDICATES CONTAINER; 'BR' INDICATES BARE ROOT; 'CA'
INSTALL SHRUBS AS SPECIFIED FOR TREES.
INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON.
A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE
GROUNDCOVER:
CONTAINER OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED.
EXCAVATE PITS TO A MINIMUM OF THREE INCHES (3� BELOW, AND TWICE THE ROOT BALL
B) QUALITY:
DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT
PLANT MATERIAL SHALL COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE
PROPER GRADE, AS DETAILED.
INSPECTION, PLANTS SHALL BE FULLY LIVE, SHALL BE VIGOROUS, WELL FORMED, WITH
WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS SHALL BE SOLID
MULCH:
AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND
MULCH ALL GROUND COVER AREAS NOT COVERED BY TURF. MULCH MAY BE APPLIED PRIOR TO
DESICCATION.
INSTALLATION OF GROUNDCOVER WHICH IS SMALLER THAN ONE GALLON CONTAINER SIZE.
PLAITS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE
DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE
UTILITY CLEARANCES:
LEADERS OR Y CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE
FIELD ADJUST PUNT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT
OR ANSI STANDARDS SHALL BE REJECTED.
SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS.
PLANT MATERIAL SHALL BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED
SPECIES/HYBRID. NURSERY SOURCES SHALL BE THOSE LOCATED NORTH OF THE 42ND
PLANTING AND IRRIGATION MAINTENANCE:
LATITUDE (CALFORNIA/OREGON BORDER).
CONTRACTOR SHALL MAINTAIN PLANTINGS AND IRRIGATION THROUGH COMPLETED
C) SUBSTITUTION:
INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING
NO SUBSTIMION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED
MAINTENANCE SHALL INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING
OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABUSHING SETTLED
UNLESS WRITTEN EVIDENCE IS SUBMITTED ?0 THE OWNER FROM TWO lUALIFIED PLANT
GRADES, AND MOWING LAWNS WEEKLY AFTER TURF ESTABLISHMENT. HERBICIDE IS NOT
BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED SHALL BE IN WRITING
RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS
FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND
REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF
NEAREST VARIETY, AS APPROVED, SHALL BE FURNISHED.
CANOPY.
SOIL PREPARATION:
THE IRRIGATION SYSTEM SHALL BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED
MAY BE SPECIFIC TO THE SITE, OR TO CERTAIN PORTIONS OF THE SITE, AS NOTED ON THE
WATER DISTRIBUTION do PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT
PLAN. THE FOLLOWING: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS
SHALL BE REPLACED OR CORRECTED. PLANT AND IRRIGATION MAINTENANCE SHALL INCLUDE
FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLAN.
THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT
SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS:
MATERIALS. CONTRACTOR SHALL PROVIDE THIS WORK IN ADDITION TO SPECIFIC
AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR SHALL OBTAIN
WARRANTY/GUARANTEES.
AGRONOMIC SOILS TESTS FOR PLANTING AREAS, TURF AND SHRUB LANDSCAPE. A MINIMUM
OF ONE SAMPLE AND ONE PER EACH TWO ACRES OF LANDSCAPE AREA SHALL BE OBTAINED.
IF ON -SITE TOPSOIL HAS BEEN STOCKPILED, A TEST SHALL BE COMPLETED FOR IT, ALSO.
TESTS SHALL INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS
FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST -CONSTRUC-
TION MAINTENANCE PROGRAM. TESTS SHALL BE PERFORMED BY AN APPROVED SOIL TESTING
LABORATORY WHICH SHALL BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR.
RECOMMENDATIONS OF THE SOILS REPORT AND REQUIREMENTS OF THE GEOTECHNICAL
ENGINEER SHALL TAKE PRECEDENCE OVER THE MINIMUMS NOTED, BELOW. PROVIDE CHANGE
ORDER FOR ADDITIONAL MATERIALS REQUIRED IN THE SOILS REPORT.
A) TOPSOIL
AS A MINIMUM SUPPLY TOPSOIL CONSISTING OF LOAM SOIL WITH 5 TO 7 PERCENT
ORGANIC MATTER. TOPSOIL SHALL BE AMENDED WITH SPECIFIC AMENDMENTS IN C)1.
AND C)2., BELOW, AND BE BLENDED TO SPECIFIED DEPTH IN E.), BELOW. LOAM SHALL
CORRESPOND TO FIELD METHOD OF DETERMINING SOIL TEXTURE CLASSES FOR LOAM
AND SILT LOAM, U.S. SOIL CONSERVATION SERVICE. PROVIDE LANDSCAPE ARCHITECT
THE TOPSOIL SUPPLIER AND SAMPLE OF TOPSOIL. CONTRACTOR IS RESPONSIBLE FOR
ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF -SITE SOURCES.
8) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL
SURFACE SOIL ON -SITE MAY MEET TEXTURAL CLASSIFICATION AS NOTED IN A), ABOVE.
PROVIDE AMENDMENTS IN C) 1. AND C) 2., BELOW, AND EVENLY BLEND AMENDMENTS
TO SPECIFIED DEPTH.
C) AMENDMENT
1. ORGANIC COMPOST
TOPSOIL FOR PLANTING SHALL. CONTAIN 15 TO 20 PERCENT ORGAIC MATERIAL BY
VOLUME. THE FOLLOWING PREPARATION IS FOR FULLY STRIPPED, S-ERILE, SUBSOIL
PROVIDE FOUR -INCHES (THREE -INCHES COMPACTED DEPTH) OF CCMPOST PER
12 INCHES OF SPECIFIED TOPSOIL DEPTH. MUSHROOM COMPOST, SLUDGE/COMPOST
BLEND, AND/OR AGED FIR BARK MULCH SHALL SATISFY ORGANIC FEQUIREMENTS.
COMPOST SHALL BE FROM NON -FARM ANIMAL SOURCES, NOR FROM SOURCES
CONTAINING REDWOOD/CEDAR PRODUCTS.
2. FERTILIZER
COMPLETE FERTILIZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR, AND A MINIMUM
OF 50 PERCENT SLOW RELEASE NITROGEN. FERTILIZER SHALL BE 'AGRO-DELUXE
NURSERY' 10-15-20 AT 50 POUNDS PER 10 YARDS OF ORGANIC COMPOST, OR
COMPARABLE NITROGEN EQUIVALENT.
D) PLANTING BACKFILL
ON -SITE TOPSOIL (EXCAVATED PIT SPOILS) AS FIELD PREPARED FOR PLANTING/TURF.
E) TOPSOIL PREPARATION
AS A MINIMUM, ALL LANDSCAPE AREAS SHALL HAVE 12 INCHES OF TDPSOIL PER A)
AND/OR B), ABOVE. CONTRACTOR SHALL ADJUST GRADES AND SUPPLY TOPSOIL AS
NECESSARY TO ASSURE THE MINIMUM DEPTH. CONTRACTOR SHALL FORM BERMS TO
THE HEIGHT AND EXTENT NOTED AND SHOWN ON THE PLANS. SOIL AND AMENDMENTS
SHALL BE EVENLY BLENDED THROUGHOUT THE TOP 6-INCHES. TOPSOIL SHAM BE
WORKED INTO SUB-BASE/SUBSOIL FOR ROUGH TRANSITION. SOIL DEPTH SPECIFIED IS
FINISHED, COMPACTED DEPTH. PARKING PLANTER ISLANDS SHALL BE OVER EXCAVATED
BY BACKHOE TO A MINIMUM OF 18 INCHES BELOW TOP OF SUBGRADE TO MINIMIZE
THE EFFECTS OF STRUCTURAL COMPACTION.
HOLD PLANT
EDGE OF PL/
AS NOTED 01
BED LINE ED
CURB/WALK
Spacing Detail
SCALE: NONE
NOTE:
SEE PLANT LIST FOR
PLANT SPACING
FEATHER EXCESS
SOIL UNDER MULCH
1 " MULCH AT CROWN-
1/2" ABOVE GRADE
1" ABOVE GRADE
2" MULCH (COMPACTED)
SPACING AS CALLED OUT
ON PLAN/PLANT LIST
HOLD PLANTS FROM
EDGE OF PLANTER
AS NOTED ON PLANT LIST
NOTE:
THIS SPACING APPLIES TO
GROUNDCOVER AND FORMAL
SHRUB ROW PLACEMENT.
PREPARED • '
LPRED
PLANTING BED ING
REMOVE CONTAINER & SCORE ROOTBALL, SPREAD OUT CIRCLING ROOTS
BACKFILL TO BE SETTLED USING WATER ONLY
LJ} THAN 1 CiIAL 1 OAL OONEMM and LARGER
( R ANTED AFTER MULCH) (PLANII® BEFORE MULCH )
Groundcover Planting Detail
SCALE: NONE
(2 2x2 D.F. STAKES; TIE AT APPROX. 1/3 TO 1/2 HEIGHT
OF � TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT
PATTERN. STAKES AND TREE PLUMB
3" DEEP SAUCER FOR WATER
3" MIN. DEPTH OF MULCH (BARK)
REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL
EXCAVATE TREE PIT AT A MIN. OF 3 TIMES
DIA. OF ROOTBALL; SCORE ROOTBALL AND PIT WALL
PIT SPOILS BACKFILL
SET BALL ON UNDISTURBED SUBGRADE,
OR COMPACTED '3OIL.
Evergreen Tree Planting (6' To 10' High)
SCALE: NONE
PRUNE DAMAGED TWIGS AFTER PLANTING
PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED
NOTE:
o STAKING ON "AS NEEDED BASIS" PER NOTES; ALL GUYS TO BE FLEXIBLE
o KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES
o HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISHED GRADE o
o PROTECT TRUNK AND LIMBS FROM INJURY Q N
o BACKFILL TO BE SETTLED USING WATER ONLY NO MECHANICAL COMPACTION
(2) 2x2 D.F. STAKES, PLUMB (1 1/2" DIA. X 10' SCH 40 GALV. d
PIPE AT STREETS) WITH ELASTIC CHAIN -LOCK TYPE
OR RUBBER GUYS TIED IN FIGURE EIGHT;
REMOVE AFTER ONE GROWING SEASON
PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION
REMOVE AT COMPLETION OF PLANTING
TURF PLANTING; PROVIDE 3'0 "NO GRASS" TREE RING & 3" DEEP
MULCH IN WELL, MULCH: 1/2" - 1" SIZE
HOLD BACK FROM TRUNK 8" TO 10"
FINISHED GRADE
PREPARE PLANTING BED PER SPECS; AT MIN., LOOSEN AND MIX
SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA.
PEEL BACK BURLAP; REMOVE TIES, CONTAINERS
& WIRE BASKETS; SCORE ROOTBALL
SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL
PENETRATION TO SUBBASE (+) 12"
Deciduous Tree Detail
(B and B, Less Than 3" Dia.)
SCALE: NONE
0
FINISHED GRADE AT 4:1
SLOPE MAX); 2%
SLOPE TYP. MIN.)
CURB PER CIVIL
DRAWINGS (WALK
SIMILAR)
1" MAX.
2" COMPACTED DEPTH OF
MULCH; 3" LOOSE (MINIMUM)
TOPSOIL AS SPECIFIED
FINISHED GRADE AT 3:1
SLOPE (MAX), 10:1 (MIN)
1" MAX. (WITH
COMPACTED MULCH)
PREPARED SUBGRADE
SIDEWALK
11j MULCH (CURB SIMILAR)
Planter Section
SCALE: NONE
AMENDED PLANTING SOIL PER NOTES (TOPSOIL)
2" MULCH (SETTLED), 3" LOOSE
FINISHED GRADE
LAWN
EDGING PER PLAN
Planting Bed Adjacent to Lawn
SCALE: NONE
OVER EXCAVATE PARKING LOT PLANTERS
TO LOOSEN COMPACTED SUBBASE TO 24" 'EPTH
COARSE TRANSITION FROM TOPSOIL
TO AMENDED SUBBASE
BERM HEIGHT VARIES —
AS NOTED ON PLAN
SOIL LINE: 3" IN —�
MULCH, FLUSH
IN TURF
SUBGRADE
REMOVE EXCESS GRAVEL
AND PAVING
TOPSOIL SETTLED
(COMPACTED CONDITION)
AMENDED SUBSOIL, COARSE
(SCARIFIED) TRANSITION
TO SUBSOIL FROM TOPSOIL
1-1/2" DRAIN AT LOW
POINTS & 10' MAX. SPACING
CONCRETE CURB; TYPE PER
CIVIL DRAWINGS
700
N
PAVING SECTION PER
_ \
CIVIL DRAWINGS
Grading in Parking Lot Planters (Topsoil Prep.)
SCALE: NONE
BARK MULCH
2" MINIMUM
COMPACTED [
Mulch at Curb
SCALE: NONE
EN
" 11AV TnD nC CURB
_CH
CURB
�"D STATE OF
to WASHINGTON
REGISTERED
NDSCAPE ARCHITECT
BRUCE McCRORY
CERTIFICATE NO. 504
(VALID ONLY WITH SIGNATURE)
BY I APPR. I DATE
1W
z
J
in
W
U_
LL
LL
O
z
O
U
z
z
O
U
W
M
co
z
O
U
W
J
0)
F-
z j
O
U)N
zw
w
a�
Z
X
Q
ZILL
Li
Q
N
ro
N
N
z
O
C11
00
00 a)CND0000
z
Q
I
I
Zw
Z
'n
�n
�
�n
�
0
w
'-
Ln
Ln
L
N
00
2:N
N
-� W
Yam'✓
UN
Q
y
�
I
Z
w
._
5
8
G GON
CITY OF RENTON
nEPARTMENT OF PUBLIC WORKS
LANDSCAPE -PLANTING
NOTES AND DETAILS
DESK9JED
H B M
DATE 9L9198
DRAWN
HBM
_
FILE NO. _
CHECKED
HBM
scALE AS NOTED
FIELD BOOK PAGE___
APPROVED
^/
DIRECTOR OF PUBLIC WORKS
SHEET ` OF
�
Co
_.. _-. V
File: P:\sdskproj\6813\engineering\6813-12.dwg Date/Time: 10/02/1998 08:46 Scale: 1=20 brucem Xrefs: Z68' 3--B,
:5
1)
30
:D
v
✓i
!
b
V
LEGAL DESCRIPTION:
LOT 2, CITY OF RENTON SHORT PLAT NO. SHPL-101-89 "B", RECORDED
UNDER RECORDING NUMBER 9408239006, IN KING COUNTY,
WASHINGTON.
SURVEYOR'S NOTES:
1. THIS DRAWING MEETS THE NATIONAL MAP STANDARDS FOR A TWO -
FOOT CONTOUR INTERVAL AND DRAWING SCALE OF 1" = 20'.
UNAUTHORIZED ENLARGEMENTS MAY EXCEED THESE STANDARDS.
2. HORIZONTAL DATUM IS NAD 83 (91) AND IS BASED ON CONTROL POINTS
1844 AND 1894 AS PUBLISHED BY THE CITY OF RENTON,
3. VERTICAL DATUM IS NAVD 88 AND IS BASED ON CONTROL POINTS 159
AND 1844 AS PUBLISHED BY THE CITY OF RENTON.
4. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED
FROM WASHINGTON TITLE COMPANY COMMITMENT NO. R205289-2,
DATED MARCH 24, 1998. IN PREPARING THIS MAP, BARGHAUSEN
CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT
TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC.
AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY
OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE
REFERENCED WASHINGTON COMMITMENT. BARGHAUSEN CONSULTING
ENGINEERS, INC. HAS RELIED WHOLLY ON WASHINGTON'S
REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS
SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, INC.
QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT
EXTENT.
5. PROPERTY AREA = 1 1,970f SQUARE FEET ( 0.275f ACRES).
6. THIS PROPERTY HAS LEGAL ACCESS TO WHITMAN COURT NE, SHOWN
HEREON AS A PUBLIC RIGHT-OF-WAY. PHYSICAL ACCESS MAY BE
LIMITED BY IMPROVEMENTS, OR LACK THEREOF, AS SHOWN ON THE
SURVEY.
7. THERE ARE NO BUILDINGS ON THE SITE.
8. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY
THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT
GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY
LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND
CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE
UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT
SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY
HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN
CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE
ACCURACY OF PUBLIC RECORDS.
9. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT
CONDITIONS EXISTING ON JULY 27, 1998. ALL SURVEY CONTROL
INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN JULY
OF 1998.
10. ALL DISTANCES ARE IN FEET (U.S. SURVEY FEET).
11. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA 5" ELECTRONIC TOTAL
STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE
RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS
SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED
THOSE SPECIFIED IN WAC 332-130-090. DISTANCE MEASURING
EQUIPMENT HAS BEEN CALIBRATED AT AN N.G.S. BASELINE WITHIN ONE
YEAR OF THE DATE OF THIS SURVEY.
12. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF CR
PROPERTIES. RIGHTS TO RELY ON OR USE THIS SURVEY DO NOT
EXTEND TO ANY UNNAMED PARTY WITHOUT EXPRESS
RECERTIFICATION BY BARGHAUSEN CONSULTING ENGINEERS, INC.
AND/OR THE PROFESSIONAL LAND SURVEYOR WHOSE SEAL APPEARS
HEREON.
CONTRACTOR SHALL BE FULLY R-ESPONSIBLE FOR OBTAINING PERMITS FROM THE
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND
REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION
ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A
REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS
MAY BE OBTAINED FROM THE W-�HINGTON STATE DEPARTMENT OF NATURAL
RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190.
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
PUBLIC LAND SURVEY OF E
1111 WASHINGTON STREE- S.E.
P.O. BOX 47060
OLYMPIA, WASHINGTON 98 = J4-7060
UPON COMPLETION OF CONTTRL _TION, ALL MONUMENTS DISPLACED, REMOVED, OR
DESTROYED SHALL BE REPLACE[, BY A REGISTERED LAND SURVEYOR, AT THE COST AND
AT THE DIRECTION OF THE CONT:;ACTOR, PURSUANT TO THESE REGULATIONS. THE
APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE
RESPONSIBILITY OF THE CONTRACTOR.
CONSUMER CONNECTION OFFICE BUILDING
A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4, SECTION 3, TOWNSHIP 23 NORTH RANGE 5 EAST, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
1A=20'
EXISTING, C&•B
3 i I t � iI %•• '
RIM-394.21
!r f
IE=390.46(24" CMP hJ'Yr')
IE= 39::.01(8"
iE=389.7CI(8 • CMP1 S) lltr r^~_� ✓,r�
it r u
8'38'55" E �-
i- - -• _ -- _ _ {{ r _ f t4 i1 a C
EXISIING
RIB{ aa 53.55 I -1 T- _ i ci - . - - -- Q._ - _ •- __ _ . a .
IE=390 17(8" PVC E) ' _ a..
IE=3r9. ?i8" J,ONC W)
' •--
,:-•, �:, a
iE=39u.11(6" CONC E:)
II� k...
FXiSTiNc'> MON. WELL-__ I � t .?
tI j v
it
EXISTiNi;
POWER
p :.s
LIGHT J-BOY,
EXISTING ...... -_----- ....
�.
..... .4._,,,,..,r f I D
f
FIRE HYDRANTi �.... . ,
EXISTING CB-D
RIM=394.82
IE=389.09(18" CON! N)
IE=1*`,84.27
EXIST`?Jc' (d....E _ __...... ,
RIM ----- 395.Ob
!E=389 16' 18" CONC S)
IE= 584.66
EX;S y INc; SSMH-B ....... -
RIM=395.11
1; = 586.43 8' CONC N)
IE=3 86.5 1 �8" CONC S)
IE:=:386,91(8" PVC w,
`I
i
FOUND BRASS NAIL
W/PUNGH STET IN \ y
A 4-" CONC. MON. v
IN CASE \ w;
EXISTING SSMH
RIM•.-3 95.43
IE•=3'86.82(8" CONC; S) ;
:E•-:386.96r8" PVC SE)
IE•-:i8J.13 8" PVC SVJ)
IE= 86.53.8" CON!' N)
1
EXISTING
TE:E_EPHONE.
MANHOLE
EXISlING LIGHT J-BOX --- ��
AND L UMINAiRi: I
EXISTING WATER VALVE
EXISTING SDMH-H
RIM•-395.54-
IE-389,89(18" CONC IJ)
IE=389.99(18" CONC S) z '
fE-.:39G.44(15" CMP NW)
IE=;590,28(12" CMP SE) �"•,•
EXISTING CB-• F_................................ I
RIf4=395.41
!E=390.29(12" CMP E)
iE='189.86k12° CMF' NM I
IE•-39:3.86(8" CW
IE--=390,11(12" CMP S)
EXISTING FIRE HYDRANT
:218.6 s
35.0' W
OF SO ; I HERLY
C/L MONUMENT
CALL BEFORE YOU DIG:
1-500-424-5555
LMLITY CONFLICT NOTE:
CAUTION:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING
ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE
PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.
IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN
CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
CHAIN LINK
FENCE
EXISTING 6" CMP
C III C' f ^ WA
EXI,,TIhJ � ..Oi'vL l..i.
J-
;t.ITH CHAIN LI.Nk FENCE-
\
- EXISTING 36" CMP
11
IE=391.84
�'--EX'3STINf) 20` DRAINAGE
EASEMENT (PER SHORT
PLAT)
D \ Q
'N' $ ;3 :-W
;: ; 70.00'__....................
Q
I
\
EXISTING
LAJ IREL
HEDGE
FOUND REBAR
(01STURBED)
EXISTING
•�
RAILROAD TIE
�
'LANTE.E?
-EXISTING
\.` DRV>-WAY
`- EE XISTING
~iATE P, VALVE
EXISTING WO00
FENCE
INDEX OF SHEETS:
C1 OF 5 COVER SHEET
C2 OF 5 SITE PLAN
C3 OF 5 GRADING AND STORM DRAINAGE PLAN
C4 OF 5 UTILITES PLAN
C5 OF 5 DETAIL SHEEET
PL1 OF 2 PRELIMINARY LANDNCAPE PLAN
PL2 OF 2 LANDSCAPE'] PLANTING NOTES
AND DETAIL.S
LEGEND:
EXISTING CONTOURS
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING STORM
PROPOSED STORM
EXISTING WATER
PROPOSED WATER
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
ASPHALT PAVEMENT
EXISTING CONCRETE
PROPOSED CONCRETE
CITY OF REa,70N
tRECF-11 `ED
.4irLU0,,:U DiVIS ON
LL
O
W 0
J z
I--" 0
tr) O 0
W .,�3„
fr W
W >
cL <
0 3:
W
O 0 _j 0
W V
l n
O
0 p
N II
r
O
Q
z
O
?
-0
v
Q+
C
Y
p
U
y
o
m
a
0
0
U
Q 0
=
cn
Lij
CD C_)
I-
z j
O
z� cwn
w
J
Q
x
z
W
Q
Q
N
Z
�
O
N
o0
z
z
00
N
CO
r-
00
>
cw w
N
Q
}i
z
Ln
Cn
c� Z
w
N
Z
N
Ncif
to
/oNA L ' 6
o 0 r"
EXPIRES 6-10-99
_RE���
19=20'
PROJECT DATA:
a0mvW430�
A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4, SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTION, KING COUNTY, WASHINGTON
SITE AREA
11,970 SQ. FT., 0.274 ACRES
PREDEVELOPED CONDITIONS
IMPERVIOUS AREA
1,694.09 SQ. FT, 0.039 ACRES
PERVIOUS AREA
10,275.91 SO. FT., 0.235 ACRES
POSTDEVELOPED CONDITIONS
IMPERVIOUS AREA
8,5522.59 SQ FT (INCLUDING UNDERGROUND PARKING)
PERVIOUS AREA
3,447.41 SQ. FT.
BUILDING FOOTPRINT
5877 SO. FT.
PERCENT LOT COVERAGE
REQUIRED
50% MAX
PROVIDED
49.1 %
TOTAL PAVEMENT SQ. FT.
EXISTING PAVEMENT
1,691.55 SQ. FT
PROPOSED PAVEMENT
8,5522.59 SQ FT (INCLUDING UNDERGROUND PARKING)
PARKING ANALYSIS
PARKING REQUIRED
3 SPACES PER 1000 SQ. FT. MIN
PARKING PROVIDED
18 SPACES TOTAL, 1-ADA ACESSIBLE
PARKING DIMENSIONS
STANDARD
9'x20'
COMPACT
8.5'x 16'
BUILDING SETBACKS
REQUIRED
0 FT. FRONT, 0 FT. SIDES AND REAR
PROVIDED
0 FT. FRONT, 20 FT SOUTH, 15 FT REAR, 32 FT. NORTH
ZOINING
CN - CENTER NEIGHBORHOOD
LANDSCAPING AREAS 3,447.41 SQ. FT.
BUILDING HEIGHT
REQUIRED 35' MAX
PROVIDED 30'-8'
co
IV
I
M
00
IV
h
0
I I
0
u
u7
r�
00
S
0
E
0
a
C)
0
Q
I
CD
z
cr
L� ;
w
z
0
z
CID
rI'1
cD
O
a
`L
0
,n
i
a
LZ
W+
z1
t
t
,
{
I
I
,
I
I
I
1
I ,
I
1 i
EXISTING SSMH-A
RIM=395.17
IE:=385.61 �8" CONC N)
':E =385.73t 8" CONC S)
EXISTING SDMH--A
RIM=394.93
IE=389.00(18" CONC S)
IE=389.00(18" CON(; N�
EXISTING CB-8
RIM=394.'2.1
If:.=390.46(124 CMP NW)
IE=.393.01(8" CMP)
i
1 IE=389.70(8" CMP S)
EXISTING
/ I
ASPHALT
.
8-38'55" E 7,GA'
w
`�
°
- _
°
EXISTING CB-C �` -'..` _
���` _ _4;
i _ _ _
.
- - _ ,
_
_ _
_ _ -�
RIM=393.55
"ate
M
_..._ �_
''
_.
IE= 390.17(8" PVC E.)
IE= 369.57(8" CONC W)
i
i
a;
_ _'
- - oa ._ __
_ .. n - _..
EXISTING CB---B
��` �,
i
u
RiM=393.55 `
IE-39().11(6" CONC E)
' '
{
(`I
-
EXISTING MON. WELL •-•----_
•
i i�
ro
1
I
ii �
EXISTING
POWER VAULT
u
EXISTING -...... LIGHT J-BOX
EXISTING - ...... --
FIRE HYDRANT
AND WATER VALVE
EXISTING CB-D \. i
RIM=394.82 `� +
IE=389.09(18" CONC N) \\
iE-384.27
EXISTING CB-E - - -
• 3
RIM=395.06 �. E
IE= 389.16(18" CONC S)
IE.=384.66
\i+
.i
EXISTING SSMH-B x.
RIM=395.11
IE=386.43 8" CONC N)
�.
IE=386.51 8" CONC S
IE=386.91 8" PVC W)
is
I
FOUND BRASS NAIL -\
I
W/PUNCH SET IN \
A 4" CONC. MOP -
IN CASE
\\\ P
t
EXISTING SSMH-C
`
RIM=395.43\.
iE:=386.82((8" CONC S)
IE=386.96(8" PVC SE)
IF.=387.13(8" PVC SW)
If:.=386.53t8" CONC N)
i
i
t
EXISTING
t
TELEPHONE ;
MANHOLE "-- T(JG)
EXISTING LIGHT J-BOX
- ^i 1
AND LUMINAIRE
EXISTING WATER VALVE
I
{
EXISTING SDMH-B ^
��
RIM=395.54
IE=389.89(18" CON" N
ca
IE=389.9908" CONC S
z 1-
:E=390.44,15" CMP NWj
U) SE>
Ir 390.28(1 }" CMP SE)
I
i
EXISTING CB-F
i
RIM=395.4 i
I
:E=390.29(12" CMP 1::)
IE:=389.8611?" CMP mvv)
!�
IE=393.860" CMP)
ff I
IE=390.1 1(12" CMP >)
�I
EXISTING FIRE. HYDRANT
S
37.0' W
of SCIJTHERLY
MONUMENT
_L
_
Q
1C)
V)
P
D
Iz
g
D
�O
I
O
w
n�
v
p •, c
v
D• P E70
1
0' I 12' ° 20'
p ! I
vG
PROPOSED, l
CONCRETE ;
PARKING
AREA.
Lf
O
b
EXISTING
CHAIN LINK
FENCE
04 - EX! al'iNG 36" CM'
391.80
_. -EXISTING
••••- ISTING CONC WALL
--_
WITH CHAIN i.INK FENCE:
`- ..... EXISTING 36" CMP
IE:=391.84
~ --•-••••••••EXISTING 20' DRAINAGE:
EASEMENT (PER SHORT'
PLAT)
a o
Q '
0
cvi� 1 0 0
z I N
7'c
a
a
a p
O
a TRASH- c14
a ENCLOSURE o
EXISTING
WATER VALVE
iDR IVE'h'AY
EXISTING
LAUREL
FOUND REBAR HEDGE
0.10' S
0.6 V (--
(DISTURBED)
- EXISTING
RAILROAD TIE:
PI.ANTER
EXISTING WOOD
FENCE
T
m
a
6
z
CITY OF RE`N70i'v
REC` FIVIF''}
�Ji.1pti..E.3i "46 bivi.`.i3�,a�
�L P. cf6
Syi
0
LL
h 000
� a t"�►
W
W 0
W > V
0��--
U 0
'�. ..� 0
v
o N
•N it
� s
C
a
Z
O
>
D
C
.Y
O
3
a�
0
0
U
Q 0
_
(n
Lki
C' U
I-
Z y
O
U)
z �'
g Ln
J
C1_Li
�
x
z
Z
LaJ
`t
N
O
N
M
0 O
0
z
00
0-)
(a
00
� Z
N
�Qc-�
I
I
iJ Lam!
z�
In
LIB
0 Z
In
`-
I-
Ln
Lr )
w -J-
00
L'j
-4-
4
0cf)
I L
to
y� 23975 �� �� 0co
F G(STE� \y�` D w
sSIONA L �`�G\ �� (0 Ln
EXPIRES 6-10-
co
fV
(n
I
A
cxD
(D
fV
x
0
u
0
U
00
0
aI
0
0
C5
0
I
00
z
Li
w
z
CD
z
Li
i
00
i
0
a_
0
in
i
d
N
LL
STORMWATER DRAINAGE NOTES:
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION GRADING
AND STORM
DRAINAGE P
MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS,
DESIGN ENGINEER. A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4, SECTION 3, TOWNSHIP 23 NORTH RANGE 5 EAST
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD W.M.
SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY CITY OF RELATION, KING COUNTY, WASHINGTON
WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATIONS (APWA), AS AMENDED BY
THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS.
3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED
PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION
FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF
RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY.
4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
5. DATUM SHALL BE U.S.G.S UNLESS OTHERWISE APPROVED BY CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED
ON THE PLANS.
6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING
AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL
CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED.
7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO
OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED
BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY.
8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER
THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A
LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM
WATER UTILITY.
9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARE FOUNDATION
IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON
STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION
MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL
TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON
A UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C,"
WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO
MINIMUM 95 PERCENT FOR PAVEMENT AND STRUCTURAL FILL AND 90 PERCENT
OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES AND OVER
AND UNDER PVC PIPE.
10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES
SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY
STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK.
12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
13. OPEN CUT ROAD CROSSINGS AND EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE
ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC
WORKS, DESIGN ENGINEER.
14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE
OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE
FOLLOWING SPECIFICATIONS: 4 INCHES TO 8 INCHES/40 PERCENT TO 70 PERCENT
PASSING; 2 INCHES TO 4 INCHES ROCK/30 PERCENT TO 40 PERCENT PASSING; AND -2
INCHES ROCK/10 PERCENT TO 20 PERCENT PASSING.
15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE
STORM DRAINAGE SYSTEM UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS,
DESIGN ENGINEER OR STORMWATER UTILITY. AN ACCURATELY DIMENSIONED CERTIFIED
AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF
RENTON UPON COMPLETION.
16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES
NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY
CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF
RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND
MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD,
SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED
ACTIONS TO PROTECT THE LIFT, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT
PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE
CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE
TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS
OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23, TRAFFIC CONTROL, SHALL APPLY.
18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN
THE AQUIFER PROTECTION AREA.
STORM DRAINAGE PIPE SPECIFICATIONS
ALL STORM DRAIN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLOWING MATERIALS UNLESS
OTHERWISE SPECIFIED IN THE PLANS. ALL PIPE JOINTS MUST BE GASKETED WATERTIGHT AND
MUST BE OF THE SAME MATERIAL AS THE PIPE. ALL PIPE SHALL HAVE A MINIMUM COVER AS
SPECIFIED AND SHALL BE ADEQUATELY PROTECTED DURING CONSTRUCTION (REFER TO THE
MANUFACTURER'S RECOMMENDATIONS FOR MINIMUM COVER FOR HEAVY EQUIPMENT LOADINGS).
A. DUCTILE IRON - 4 INCH THROUGH 14 INCH DIAMETER PIPE SHALL BE CLASS 52 AND 16-INCH
THROUGH 24-INCH DIAMETER PIPE SHALL BE CLASS 50, ALL IN ACCORDANCE WITH USA
STANDARD A-21.1 (AWWA C-51). ALL JOINTS SHALL BE PUSH -ON, MECHANICAL, OR
FLANGED (6-INCH MINIMUM COVER).
B. CONCRETE - 4 INCH THROUGH 18 INCH DIAMETER PIPE SHALL BE NON -REINFORCED, BELL AND
SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-4 (CLASS II). 21 INCH
THROUGH 36 INCH DIAMETER PIPE SHALL BE REINFORCED, BELL AND SPIGOT WITH RUBBER
GASKET JOINTS, CONFORMING TO ASTM C-76 (2 FOOT MINIMUM COVER).
C. PVC - 4 INCH THROUGH 18 INCH DIAMETER PIPE, WITH 24-INCH TO 36-INCH OF COVER SHALL
BE IN ACCORDANCE WITH ASTM D3034 SDR 21. 4-INCH THROUGH 18-INCH DIAMETER PIPE,
WITH ASTM D3034 SDR 35 SHALL HAVE 36-INCH MINIMUM COVER. ALL JOINTS SHALL BE
PUSH -ON WITH RUBBER GASKETS. PVC STORM PIPE REQUIRES A.C. COLLARS (I.E., CATCH
BASIN CONNECTION) OR KOR-N-SEAL CONCRETE BOOTS.
D. HELICAL CORRUGATED PLAIN ALUMINUM PIPE (CMP) - 6 INCH THROUGH 18 INCH DIAMETER
PIPE SHALL BE 16 GAUGE WITH 2 2/3 INCH X 1/2 INCH CORRUGATIONS. 21 INCH THROUGH
36 INCH DIAMETER PIPE SHALL BE 14 GAUGE WITH 2 1/3 INCH X 1/2 INCH CORRUGATIONS.
REFER TO DETAILS IN THESE PLANS FOR ANY PIPES LARGER THAN 36 INCH DIAMETER. ALL
ALUMINIZED PIPE SHALL HAVE ASPHALT TREATMENT 1 COATING (2.0-FOOT MINIMUM COVER).
E. HELICAL CORRUGATED STEEL PIPE (HCMP) - 6 INCH THROUGH 36 INCH SHALL BE 16 GAUGE
WITH 2 2/3 INCH X 1/2 INCH CORRUGATIONS. ALL STEEL MATERIALS SHALL BE GALVANIZED
AND ASPHALT TREATMENT 1 COATED. REFER TO DETAILS IN THESE PLANS FOR ANY PIPES
LARGER THAN 36 INCHES IN DIAMETER (2.0-FOOT MINIMUM COVER).
F. CORRUGATED POLYETHELENE MEETING THE REQUIREMENTS OF AASHTO M-294, TYPE S. MINIMUM
PIPE DIAMETER SHALL BE 8". MAXIMUM PIPE DIAMETER SHALL BE 36" OR THE DIAMETER FOR
WHICH THE SUPPLIER HAS A JOINT CONFORMING TO ASTM D 3212, WHICHEVER IS LESS. JOINTS
SHALL BE CLASSIFIED AS "WATERTIGHT". WATERTIGHT JOINTS SHALL BE MADE WITH A SLEEVE
OR WITH A BELL SPIGOT AND SHALL CONFORM TO ASTM D 3212 (10.8 PSI) USING ELASTOMERIC
GASKETS CONFORMING TO ASTM F 477. GASKETED JOINTS SHALL BE LUBRICATED AS RECOMMENDED
BY THE PRODUCER DURING INSTALLATION. "SOILTIGHT" JOINTS SHALL NOT BE PERMITTED.
FITTINGS SHALL BE BLOW MOLDED, ROTATIONAL MOLDED, OR FACTORY WELDED. THERMOPLASTIC
PIPE FITTINGS SHALL MEET THE REQUIREMENTS SET FORTH IN AASHTO M 294.
I
I :IIIIII {
396�..
1 WV i
' I
LXIJTING
I
RIM = z95.1 7
IE .38 5.61(8 OONC N)
, .. G. ,+
IE;•-:,t . f 3(8" ,Ors s;
O,� i EXISTING SJMH -A
V
`J !'ri=94.93
; iE 389.0.0 18` CONC S
IE=38FJ.C,�;f.18" CurdC N)
! EXISIING CB 8
�1 11 r
IE=390,46(24" CMP NW)
:E::::7jS9 7& 8" CMP S)
CB 1, TYPE 2 `
�j Ili W i vv/tKuF, ILL
„f
I:
I• ; { II i7 RIM=393.98 „% +
•� I t3 I t it
IE
- i
11 ! r 4LF1" I I
PAVEMENT „
11393.78t
55" E 0�.
¢• 8'38' �
T I �T CIA rlra
- IN
394.28£ °
EXISTING CB-Cl _-------- �_ ,
LI LINK,
! - I a ° 1 F6.N;,...
IE=39C.17(8" PVC 1=) %�- I}` �; Tj f MA 3 4. a9198-a `-"-B'- �.^ t'.-:+t'� J' _� �' q�-kXE�T;fd:; '6" k;?
57(8" CONC W) ;; (. 393.59t a -_ Ik.-3+"s.0h r
F:XiSTl:"vG C0NC 'TALL
- -
+ - 3�% RIPS(E llNE All!H CHAIN 1..INi F`•EN(_F,
_�; s i 1 b" U r�^ f e �\ I _...... j... '`- ISTi e
I-.,90.. ( C .., EX:,:I•JG 6" LAP
EXISTINGr, F IE=391.92
!i.JN. 'W.LL-
` C_XI NG 20' DRAINAGE
�
Exs5f':riG ...... ,` 1 �j i Ir i\F . > I Ij� I \ E)%F3 MF NT 'PEP 1HCRI
POWER VAULT ! "-�� \
� � > 1 '` ?'L,a.�F
. I
314.50 \, 7\7
t •i 1 i _'
��
EXi�IiNG ...--
Ef g L-39J.7�
H I J E3O� 3ei _94.500 `\v
EX1,ST N ;
EIE�E: H1 L'RA\!T���_ 7����-140 LF 12 SD 00.50%
A;:0 WA?LR VALVE
I 1 I \I 1 394. �\ ' O
o
'+ !
f is
EXISTING B-D 3
RIN4=794.52 I Ij I i i v
kf:='•i.'9,OE�(Ii3" CJN1; N e 3
1 II li M
E L1NE EL,394.50 0 l`
0
o
o v
RIM= ,,?95.V6 \\ (' ( i Lo P p
IE=389.16( 18" CONC S) \� I ' I !! t7 l N
394. 0 vo 1
EX1c:1'ING SSM3.4-B _.... ®i\ii +'
CB #3, TYPE 3
RIM =395.1 1 { I
RIM=394.00
iE={8ti.43�8" i;QN N) �yv ( �y. I ( ; �° '7v
IE=:;86.51(`8 : J?� 6) \ ! \ j I { 1 o IE=391.00
1E=380 91,8 PVC Y j ` o �I ❑
p
F ii,ND BRASS NAIL ° \
(; 39 ; 50 \ 94.50 , CB 4, TYPE 1
'VV 1"UNCH SET IN RIM=394.30
A. 4 G I a;.. rv1FJy. ✓i i
IN CASE \ ,< 11w ( �() I ( 394.50 IE=392.77
CI -
I { ! II *.so
\ ° FLOOR DRAIN
EX151ING SSMI-1-C: - MATCH EX. 394. o \
RIM=394.70
R':M=.i9` 43
380b 82(d" (:ONC S'; \\ ! i I 394'a9 -- - IE=393.20
;E_3 s6.96�8 PVC SE) I \ 1 � 4 4.
1E=tg .13i8" PVC SW) i \
CONC N) \ I I g� rcHIEX. a CB 5, TYPE 1
v I 394.93 5. °3 f, ° .6 RIM=395.20
l I I FL I a 4� 3
_IE=392.62
TEL-PI TONE 1 I , i �• "
hA; '•`IHvE.E. �® I( r(.l _ _ _.�.� i ._.� '� ; Ir `' ��•' IV r ❑ 7i:00- ❑
>. C :-
EXISTING LIG .1 ...... : j-_ 1"�; +'G)i _ � ( � 3 LO F'� 12" DI 00.50%
GHT J Esi.X \� '
A.ND LJMINAiIRE �/
F:.xISTiN�� >frhTE.R VAL.VE:. --- •--�.i,._ � I I i , (I. j ) '`:� ,.\ - ,..
EX15TING SIDMH-B - -
IE=;;bJ.89(1(s" CON:, N JiI t
IE=389.J911 s" CONC S) = i= ,'yC.
!E=390.44(15'" CMP NwW
iE=39u.?8r12" CM `iF.) E:;x:l`,';T'N°G - ...
i 11. y , \ r..xk TINc W000
I , r I / \ I r..AUREt FENCE
c r r i 1 i \. j - r,)L1rrTJ F?E3Ai< iEL' E
EXISTING CB--:: �................................................. ;
RIPh.2 4 ie �„ p
IE •-39G.29; . . CM E) fl
iE=3�'9.86(12" CPA:' wh;) I! \ ' �✓f) --'� IDi:TURBFU)
IE= 9 3.86?8 CMP) i ;
It:.=.9L.11�1?." CMP 5) � \
`- EXIS:? IG
EXISTING FIRE HYOirANT
218.6' RAiLKOAD TIE
�`. PLAT` I ER
OF SOUTHERLY � \ D IVE:WA.Y
C/1. MONUMEEPII
EXISTING
VVA ER VAt.VE
SIDEWALK
DRIVEWAY ❑R ALLEY
A�
ro r� 0
k
1 J,
SIDEWALK
EXPANSION JOINTS
SEE NOTE 2
6' MIN 40
W �
A um
10"T .{ \\ 10 RESIDENTIAL IB" 0" CONMERCIAL DR
IN,
ALTERNATE 1 A �.
�i 4"
CURB AND GUTTER SEE DETAIL "A"
SHOWN HOWEVER,
WHEN THERE IS A PLANTING STRIP ~ .a
01-HER CURBS MAY
So" EXPANSION JOINT
BE USED (SEE SECTION A -A
3/8" EXPANSION
STANDARD PLANS)
JOINTS
SEE NOTE 2 DRIVEWAY OR ALLEY
6Its
SCORE LINE
- rNoo' 1kA??- A
�i
� S hlK jD rO ao
II
I„ eo,
$0• Mqk
3/8" EXPANSION
Kak
DETAIL A
JOINTS
SEE NOTE 1
SEE NOTE 2 s�i
APPROACH
SIDEWALK
O
MONOLITHIC
OLITH C CURB
SEE NOTE 5
A
ALTERNATE 2
4,•
WHEN SIDEWALK IS NEXT TO CURB
NOTE,
1, RUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL
CEMENT CONCRETE DRIVEWAY
NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL EXTEND 2-1/4" DEEP.
OR ALLEY APPROACH
2, 1/2" THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH,
3. CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED
4. ALL JOINTS SHALL BE CLEANED AND EDGED.
ADOPTED
5. APPROACH SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER, BUT MAY BE POURED
♦ �♦ CITY OP RENTON
INTEGRAL WITH STANDARD CURB (SEE DETAIL "A").
st..d„d plena
6. SUBGRADE COMPACTIIIN SHALL BE 95/ MODIFIED PROCTOR,
IST DATE; 12/15/91
DATE I REVISION 8t APPR DWG. NAME: FR01N SP PAGE: F006
C
A'
rij1
�
1W
w
1
0
._
r
CL
*�
w
LIA
LL
0
Q
)
a
Z
0
f-
>
wl
w
v�
n
�I
-71
=
1
i
-0
c
_Y
O0
O
°%
v
v
CL
p
C
d
in
1n
LLA
Z�
O
L,.1
zLai
� J
x
L
oZ
L
L2
d
_
0
QrCj
C)
C14
Cam!
CV
00
af
z_-
o
D7
(D
00
� Z
UA
NI
<
I
w
Z
Ln
Ln
Z_
�
`-
F--
iN
Ln
rN-.
In
W
j
0000
LLLj
4
't
> af
5
ULn
%,ITY OF FIENT0-1
RECFty;-:r)
Ib
N
i
co
N
w
a�
X
E
0
N
II
a�
0
U
N
0
00
rn
rn
rn
0
ai
a�
0
0
c�
0
I
00
i
z
Li
LA
z
CD
z
w
co
CD
D
O
Y
0
In
a�
WATER AND SEWER PLAN
A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4, SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RELATION, KING COUNTY, WASHINGTON
WATER UTUTY - GENERAL NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE W/ THE STANDARDS & SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT & THE LATEST
EDITION OF THE WSDOT/APWA STANDARDS & SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON
SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING
BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC
WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, & 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE & IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE & CORRECT
LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE, CALL 48-HOUR LOCATORS, 1-800-424-5555.
4. ALL WATERMAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 & C111 OR LATEST REVISION, THICKNESS CLASS 52 CEMENT
MORTAR LINING & SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING
TO BE CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105-77 STANDARDS.
5. CAST IRON & DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, & IN ACCORDANCE W/ ANSI/AWWA C110/A21.10-82.
CEMENT LINING SHALL BE IN ACCORDANCE W/ ANSI/AWWA C104/A21.4-85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER & HAVE MECHANICAL
JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE W/ EITHER ANSI/AWWA C110/A21.10-82 OR ANSI/AWWA C153/A21.53-84. 3-INCH TO 12-INCH DIAMETER
FITTINGS WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE IN ACCORDANCE W/ ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF
ANSI/AWWA C110/A21.10.82 & ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE FITTING W/ A MECHANICAL JOINT(S), MAY BE IN ACCORDANCE
WITH ANSI/AWWA C153/A21.53-84 & THAT PORTION OF THE FITTING W/ FLANGED JOINTS) SHALL BE IN ACCORDANCE W/ ANSI AWWA C110 A21.10-82.
ACCEPTANCE TESTING IN ACCORDANCE W/ SECTION 53-5.3 OF ANSI/AWWA C153/A21.53-84 OR W/ SECTION 10-4.3 OF ANSI AWWA C110/A21.10-82 SHALL BE
OBTAINED BY THE CONTRACTOR & TRANSMITTED TO THE OWNER.
6. GATE VALVES SHALL CONFORM TO AWWA C500 & SHALL BE IRON BODY, BRONZED -MOUNTED DOUBLE DISC W/ BRONZE WEDGING DEVICE & 0-RING STUFFING BOX.
VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380,
OR M&H. ALL VALVES 12" IN DIAMETER & LARGER, SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT
& 1' BYPASS INSTALLATION.
7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING W/ THE PRESSURE) CONFORMING TO AWWA C-504-80 W/ A 6-INCH INLET & A M,V.O. OF 5 INCHES, TWO
2/ 1/2 INCH HOSE NOZZLES W/ NATIONAL STANDARD 7-INCH, 60 DEGREES V. THREADS, O.D. THREAD 4.875 & ROOT DIAMETER 4.6263, 1 1/4-INCH PENTAGON
OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT).
8. ALL WATERMAIN 10 INCHES & SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES & LARGER SHALL BE
AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR.
9. ALL WATERMAINS SIX (6) INCHES IN DIAMETER & LARGER SHALL BE CLEANED W/ PIPE CLEANING "PIGS' PRIOR TO DISINFECTION. THE 'POLY PIGS- SHALL
BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL 2 LB/CU FT. DENSITY FOAM W/ 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF 'PIG'
ONLY. 'PIGS' SHALL BE CYLINDER SHAPED W/ BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION.
9A. ALL WATERMAINS & SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE W/ THE SPECIFICATIONS
OF THE CITY OF RENTON & THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE
CITY OF RENTON.
98, ALL WATERMAINS & SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM
HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHORINE SHALL BE METERED/INJECTED IN ACCORDANCE W/ SECTION 7-11.3(12)E OR 7-11.3(12)F
OF THE STANDARD SPECIFICATIONS REFERENCED iN 1 ABOVE.
10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 3 (THREE) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING.
PRIOR TO SCHEDULING THE PRECON, A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE WILL
BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES & METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION
PERMITS, & PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON.
13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS W/
PRIOR APPROVAL FROM THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY EXCAVATION & MATERIALS TO BE SUPPLIED BY THE CONTRACTOR & BE ON -SITE PRIOR TO
CITY NOTIFICATIONS.
14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY
DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS.
15. CONTRACTOR TO PROVIDE PLUGS & TEMPORARY BLOW -OFF ASSEMBLES FOR TESTING & PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN.
16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE, RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS, OHIO OR
EQUAL APPROVED IN WRITING BY THE DEPARTMENT OF PUBLC WORKS.
17. ASPHALT & CONCRETE STREET PAVING SHALL BE SAW'CUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE,
PAVEMENT, SIDEWALKS, CURB, GUTTERS, & DRIVEWAY APPROACHES SriALL. BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
18. A TEMPORARY CO MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION W/ A PERMANENT SEALED PATCH TO BE PLACED, TO CITY OF RENTON
POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR
WRITTEN APPROVAL OF THE INSPECTOR.
19. FOR CITY PROJECTS SUCH A TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS.
ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULED 80 PvC PIPE.
- EXISTING SSMH-A
RIM-395.1 r
IE-385.61(8" CONC N)
IE= %5.73(8" CONC S)
EXISTING SDMH-A
RIM=394.93
iE=389.00' 18" CONC S
IE=389.00�18" CONC N)
EXISTING CB-B
11 / RIM•-394.21
IE-390.46(24" CMP NW)
IE=393.01ll8" CMP)
IE=389.70;8" CMP ✓}
ij,
!I n;
I I II is
!
EXISTING '
RIM=393.55 I 1 !!
�% EXISTING
IE=39C.17(8" PVC E) i I; i 1 p r. ++ f
• -•l A1,EMc.NT
IE=_89.57(8" CoNc W)
EXISTING
�! _ -° _ _ n Q ° `1 CHAIN I NK
CONTRACTOR TO FIELD VERIFY - - ' _ ~- - _ , I _ �a °^ -` -- a �" " ' / FENCE
LOCATION AND CONNECT SIDE SEW7R'��i �- -` _ a. - - _ °
T` _ _ - aa- _ ;.� I EXISTING 36" CMP
PER CITY OF RENTON SPECIFICATIOi i I ' - n SEPAROf4-80
EXISTING CB B .... " i 1 • ` ! 1 ° - WITH C LINK LACE
- �" Al.
f - 1
' -•1 ST` " CONC WALL
RIM=393.55 I 1 : , ^- T !CHAIN FENCE
" 6 LF - .. ¢____ ___ �. __ l_...__ EXISTING 36" CMp�
IE=390.11(6 CONC E) !; 0% _�. o
_! 12.0 .0 .3'R � - v--' � IE=391.84
TI
EXISTING MON. WELL '
-----EXISTING 20' DRAINAGE
EXISTING- , _` I ;/ I O, EASEMENT (PER SHIRT
POWER VAULT \� I 1 ! s; I p ` ® �� PLAT)
fff���JJJ B 2, TYPE 1
ti �, , IM=394.00
EXISTING
L.l:;NT JLF
-B+�X IE=390.70
EXISTING O .0%
_...
FIRE HYDRANT
AND WATER VALVE - ! I i \ i ( I V' I ° v
1 `! ❑
CONTRACTOR TO FIELD VERIFY
LOCATION AND CONNECT WATER SERVICE !i7
PER CITY OF RENTON SPECIFICATIONS !! INS LLI '• I i o o
,: o (v
I: 16IF ICOPPFR
EXISTING CB D --- -- WAT R SERVICE 'LINE,
o f p i
RIM=394.82 \ ! I ;!
IE=389.09(18" CONC N) INS LL
IE=384.27 1- AT R METER `s
`1-I�iRI ATION METER:
I PEW CrOr RENT01�
EXiST,IIG CO-FE SPEt l I 3ATIONS ! vp
II::=389.16(18" CONC S) ' I � � ` ° CB 3, TYPE 3
RIM=394.00
EXISTING S1 MH -FS .... �\ ��.\ IE=391.00
RlL =3O5 1
1==386.43�8" CONC N)
IE=386. 51 t 8" CON:, S)
IE=386.91(8" PVC W)
FOUND BRASS NAIL.
W/PUIv(..H SET IN Q. v : p
A 4" CON,'. MON. � � C \N I �, I �
III
IN CASE \ P ; s
! v zca I>
FLOOR DRAIN
EXISTING SSMH-C .... RIM=394.70
RIM=395.43 :
IE=386.82"8" CONC S) IE=393.20
1E=386.96 8" PVC SE)
!..=' 7. M8" PVC SW s ! I
JS }
L
=z (CONC NF " � ' \ 1 ' ' �] °
1
17
• 1 \
EXISTING ` ; I i 9.
7 ❑ _._._-...
TELEPHONE ; I ( ,, ,y ,, -
MANHOLE "1-rox) ! __ , ,. r ,�tQ�, ��, ❑ ❑
EXISTING LIGHT J-BOX -• 1 \� �`r{u01 �--- I ' ( -Z0� --1
A;dD I UfJ.INAiRE L...............
EXISTING WATER VAI'lE
EXISTING SD►dH- B -- -- ; `• ! ! \\
RIM=395.54
IE=389.89(18" CONC N)
l£=389.99(18" CONC S) ILJ
IE=390.44h 5" CMP NW) s ;? ' .. i s .� �\... �`._..
[E-390.28;12" CMP SE) w ;yam, EXISTING EXISTING WOOD
! LAUREL FENCE
EXISTING CB-F ! ! \ ...... FOUND REBAR HEDGE
RIM=395.41 I I ! / \. 0.10' S
0.61'IE=390.29 12" CMP i.) (DISTURBED)
R
[E=389.012" CMP NW) � � /j----396-- \, (DISTLIRBED)
IE=393.86 8" CMP)
-
IE390.11(12- CMP S) \ �\
.�` �`.�\ EXISTING
EXISTING FIRE: HYDRANT RAILROAD TIE:
218.6' S �� ��. PLANTER
35.0' W �� �-•••EXISTING
OF' SOUTHE:RIY �\ 0RIVEWAY
CA MONUMENT ..
.-. EXISTING
WATER VALVE
t=
0
w
ITN {1F R S TCiii
tl
Q
rn
LL
0
0
0
U)
O'<cfi
w
wOOO
W
IL
O
fL
>
t.J
0
_j
0
'ItW
m
LL
v
0
ui
c
U
Q
N
N
z
(n
>
a
w'CD�
I
Y
C
O`
rn
3
o
V
a�
a
N
0
0
in
0
<[
0
Z
V)
( v
I-
Z >
O
z� M
w
J
�Q
x
wL
� lz
z
`L
N
z
O
N
00
cr
00
rn
N
co
r
00
Z >
z
Iui
N
Q
I
`�
z CD
tf)
CD Z
`-
In
In
j
-
I -le.,
vV)
M
�I
Qy.
00
c.o
(V
N
x
0
N
I I
ai
0
u
cn
00
rn
0
E
a�
a
0
3
0
I
00
CD
z
W
w
Z
CD
z
W
00
i
0
0
a -
DETAIL SHEET
A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4, SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RELATION, KING COUNTY, WASHINGTON
I
IE
S" 6" MIN
1
% J G P�
e
< a °
ASPHALT
EXTRUDED CONCRETE CURB DETAIL
NOT TO SCALE
OFFSET FRAME SO THAT TEE
IS VISIBLE AT EDGE OF OPENING
AND DIRECTLY OVER THE STEPS
i
FRAME AND GRATE OR
RING AND COVER
v
\ a. Z
MAX. DESIGN _i,
WSE
1'
MIN. D
�7-7 1
INLET PIPE
d °
D
a
8 T-SECTION
a a ° a
°
STRAP TO WALL.
2 STRAPS MIN.
REQUIRED.
a,
—�1 /2 D MAX.
OUTLET PIPE D=18" MAX.
Z
N OUTLET
PIPE STRUCTURE
DIA. TYPE
12" TYPE 2 CB-48"
18" TYPE 2 CB-54"
I-0
Y
U
0
6
z
9
r
w
w
w
0
m
w
U
u—
w
O
z
O
I—
O
w
z
z
O
0
Ir
w
z
O
U
�i
r 0 z
00 -�-
ow
J � 0 Q
w0C�
Z
wt.�m4r
a t <c 0
0 J: NL
p w
!L W W
ice...
C�'.� _j O
4t W
m
v
0 oN
N II
a
Z
O
>
S
NOTES:
1. ALL METAL PARTS AND SURFACES MUST BE MADE OF CORROSION RESISTANT
"1i
I
MATERIAL OR GALVANIZED.
CB #1, CB #4
�,
v
SPILL CONTROL (SC) SEPARATOR TYPE 2
3
0
Q
NOT TO SCALE
=
Ln
_W
L7 C)
f—
z >
O
cf)
z
cr)
W
J
Q
X
Q
Z w
Z
�
g Z
>
Q
CN
r-)
cV
N
n
C7
N
00
Z [r
00
cV
Co
r—
00
>
z
N
<t
I
.-
I
.-
w W
Z C
�LnLn
(D
Ln
CN�
d)
�
w j
000
W
c I
U (n
..';Ty OF RE-NTGE'�
NOV 1 0 1999
x (14 w Lo�
o 23975 O ��
/ONALTE�NG\�l z 00 o
o
/� EXPIRES 6-10-99
PRELIMINARY LANDSCAPE PLAN
A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4, SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
1'=20'
ripp,
w
■
PLANT LIST / LEGEND
SYMBOL NAME
SIZE CONDITION SPACING OUANTITY RFAAARtIC
TREES:
*
ACER CIRCINATUM/
VINE MAPLE
6' - 8' HT.
B & B
AS SHOWN
9
STAKE AND GUY ONE GROWING SEASON, MAX.;
CARPINUS BETULUS 'FASTIGIATA'/
COLUMNAR HORNBEAM
1.75" CAL.
B & B
AS SHOWN
4
STAKE AND GUY ONE GROWING SEASON, MAX.;
NURSERY GROWN FOR STREET TREE USE, 6-FOOT STAN[
PRUNUS SERRULATA 'KWANZAN' /
KWANZAN CHERRY
1.75" CAL.
B & B
AS SHOWN
2
STAKE AND GUY ONE GROWING SEASON, MAX.;
PINUS SYLVESTRUS 'FASTIGIATA'/
COLUMNAR SCOTCH PINE
6' -8' HT.
B & B
AS SHOWN
2
NURSERY GROWN FOR STREET TREE USE, 6-FOOT STAN[
STAKE AND GUY ONE GROWING SEASON, MAX.
THUJA PLICATA 'HOGAN'/
HOGAN WESTERN CEDAR
6' -8' HT.
B & B
AS SHOWN
5
STAKE AND GUY ONE GROWING SEASON, MAX.
SHRUBS:
ABELIA x 'EDWARD GOUCHER' /
18" - 24"
CONTAINER
4' -5'
37
HOLD 3' FROM BORDERS
PINK ABELIA
NANDINA DOMESTICA/
15" - 18"
CONTAINER
4' -5'
21
HOLD 4' FROM BORDERS
HEAVENLY BAMBOO
ILEX CRENATA 'CONVEXA' /
18" - 24"
CONTAINER
30"
54
HOLD 2' FROM BORDERS
JAPANESE HOLLY
SHEARED HEDGE
PHOTINIA FRASERI/
30"
B&B
AS SHOWN
24
FRASERS PHOTINIA
PRUNUS LAUROCERASUS 'OTTO LUYKEN' /
OTTO LUYKEN
18" -24"
B & B
3'
35
HOLD 3' FROM BORDERS
LAUREL
ONLY
GROUND COVER:
ARCTOSTAPHYLOS UVA URSI /
1 GALLON
30' AVG.
COVER
HOLD 2' FROM BORDERS AND OTHER SPECIES
KINNIKINNICK
4" POT
24" AVG.
COVER
SAME. PROVIDE ALTERNATE PRICE FOR 4" MATERIAL.
O
SACOCOCCA HOOKERANA HUMMILIS/
1 GALLON
24"
81
HOLD 2' FROM BORDERS AND OTHER SPECIES
SARCOCOCCA
4" POT
18"
COVER
SAME. PROVIDE ALTERNATE PRICE FOR 4" MATERIAL.
SEASONAL FLOWERS:
4"/1GALLON
12" - 18"
COVER
AT MAIN ENTRY.
PONY PACK
6" - 8"
COVER
ARD
ARD
ciTy OF RE -- `OK
R EC1 IVFID
NOV 1 9 1999
iwoqu 0-OVIS40*4
STATE OF
WASHINGTON
REGISTERED
ARCHITECT
<Z7
. BRUCE McCRORY
CERTIFICATE NO. 504
(VALID ONLY WITH SIGNATURE)
z
�C
J
0L
w
OL
Q
U
C0
n
z
J
z
M
U `z
J w
J Z
w 0
p z
w >
O
0
a
OL
00
(� 0
V
0
NT
9
v
CO
2
N
Q
v
N
=II
z
) O
r
7
0
J
M
w
U
LL
LL
0
z
0
U
w
z
z
0
U
cc
w
M
D
V J
z
0
0
2
:2
:E
m
m
m
p
M
C
>
0'
C
Y
3
U
N
0
0
U
qp
q
O
=
V)
Lu
U U
Z j
O
C/O
Z w
N
�
� J
Z
x
`t
oZ
Z w
Li.l
N
Q
r�
N
N
z
U
C)N
00
w
Z —
z
00
Or)
N
CD
r-
00
W Z
N
r`
Q
I
r-
I
.-
wW
z
3:
rn
�.n
CD Z
1d)
�-
Ln
Usn
w
y
00
uj
�—
Y��
0U)
N
E
z
s
.0
0
_o
J
File: P:\SDSKPROJ\6813\ENGINEERING\6813—L1.DWG Date/Time: 11/09/1998 14:10 Scale: 1=20 jim Xrefs: Z6813—S,Z6813—LB,
Planting Notes and Materials REVISED 2/98
SCOPE OF WORK
FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH
THE TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT
MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY
MAINTENANCE.
QUALIFICATIONS:
LANDSCAPE CONTRACTOR SHALL BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK.
CONTRACTOR SHALL BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING
JURISDICTION.
JOB CONDITIONS:
IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY
DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND
FINISHED GRADES ARE SUBJECT TO APPROVAL BY THE OWNER.
PROTECTION:
SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER
CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. AN IRRIGATION
SYSTEM IS TO BE INSTALLED. DO NOT PLANT UNTIL THE SYSTEM HAS BEEN TESTED AND
APPROVED. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK,
OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK
NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO
ADDITIONAL COST.
REPAIR OF EXISTING PLANTINGS:
DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD
GROWTH, RE-ESTABLISHING FINISHED GRADE AND RE -MULCHING TO SPECIFIED DEPTH.
GUARANTEE:
GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL
ACCEPTANCE OF THE JOB BY OWNER.
90-DAY MAINTENANCE
CONTRACTOR SHALL PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID
TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION
OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK SHALL INCLUDE
MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE.
MATERIALS -
PLANT MATERIALS:
PLANT MATERIALS SHALL BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (RAN) AMERICAN
STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1986). PRUNE PLANTS RECEIVED FROM THE
NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES
BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR' INDICATES BARE ROOT; 'CA"
IIDICATES CALIPER AT 6' ABOVE SOIL LINE; 'GAL' INDICATES GALLON.
A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE
CONTAINER OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED.
B) QUALITY:
PLANT MATERIAL SHALL COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE
INSPECTION, PLANTS SHALL BE FULLY LIVE, SHALL BE VIGOROUS, WELL FORMED, WITH
WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS SHALL BE SOLID
AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND
DESICCATION.
PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE
DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE
LEADERS OR l'' CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE
OR ANSI STANDARDS SHALL BE REJECTED.
PLANT MATERIAL SHALL BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED
SPECIES/HYBRID. NURSERY SOURCES SHALL BE THOSE LOCATED NORTH OF THE 42ND
LATITUDE (CALIFORNIA/OREGON BORDER).
C) SUBSTITUTION:
NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED
UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT
BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED SHALL BE IN WRITING
FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND
NEAREST VARIETY, AS APPROVED, SHALL BE FURNISHED.
SOIL PREPARATION:
MAY BE SPECIFIC TO THE SITE, OR TO CERTAIN PORTIONS OF THE SITE, AS NOTED ON THE
PLAN. THE FOLLOWING: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS
FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLAN.
SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS:
AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR SHALL OBTAIN
AGRONOMIC SOILS TESTS FOR PLANTING AREAS, TURF AND SHRUB LANDSCAPE. A MINIMUM
OF ONE SAMPLE AND ONE PER EACH TWO ACRES OF LANDSCAPE AREA SHALL BE OBTAINED.
IF ON -SITE TOPSOIL HAS BEEN STOCKPILED, A TEST SHALL BE COMPLETED FOR IT, ALSO.
TESTS SHALL INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS
FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST -CONSTRUC-
TION MAINTENANCE PROGRAM. TESTS SHALL BE PERFORMED BY AN APPROVED SOIL TESTING
LABORATORY WHICH SHALL BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR.
RECOMMENDATIONS OF THE SOILS REPORT AND REQUIREMENTS OF THE GEOTECHNICAL
ENGINEER SHALL TAKE PRECEDENCE OVER THE MINIMUMS NOTED, BELOW. PROVIDE CHANGE
ORDER FOR ADDITIONAL MATERIALS REQUIRED IN THE SOILS REPORT.
A) TOPSOIL
AS A MINIMUM SUPPLY TOPSOIL CONSISTING OF LOAM SOIL WITH 5 TO 7 PERCENT
ORGANIC MATTER. TOPSOIL SHALL BE AMENDED WITH SPECIFIC AMENDMENTS IN C)1.
AND C)2., BELOW, AND BE BLENDED TO SPECIFIED DEPTH IN E.), BELOW. LOAM SHALL
CORRESPOND TO FIELD METHOD OF DETERMINING SOIL TEXTURE CLASSES FOR LOAM
AND SILT LOAM, U.S. SOIL CONSERVATION SERVICE. PROVIDE LANDSCAPE ARCHITECT
THE TOPSOIL SUPPLIER AND SAMPLE OF TOPSOIL CONTRACTOR IS RESPONSIBLE FOR
ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF -SITE SOURCES.
B) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL
SURFACE SOIL ON -SITE MAY MEET TEXTURAL CLASSIFICATION AS NOTED IN A), ABOVE.
PROVIDE AMENDMENTS IN C) 1. AND C) 2., BELOW, AND EVENLY BLEND AMENDMENTS
TO SPECIFIED DEPTH.
C) AMENDMENT
1. ORGANIC COMPOST
TOPSOIL FOR PLANTING SHALL CONTAIN 15 TO 20 PERCENT ORGANIC MATERIAL BY
VOLUME. THE FOLLOWING PREPARATION IS FOR FULLY STRIPPED, STERILE, SUBSOIL.
PROVIDE FOUR -INCHES (THREE -INCHES COMPACTED DEPTH) OF COMPOST PER
12 INCHES OF SPECIFIED TOPSOIL DEPTH. MUSHROOM COMPOST, SLUDGE/COMPOST
BLEND, AND/OR AGED FIR BARK MULCH SHALL SATISFY ORGANIC REQUIREMENTS.
COMPOST SHALL BE FROM NON -FARM ANIMAL SOURCES, NOR FROM SOURCES
CONTAINING REDWOOD/CEDAR PRODUCTS.
2. FERTIUZER
COMPLETE FERTILIZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR, AND A MINIMUM
OF 50 PERCENT SLOW RELEASE NITROGEN. FERTILIZER SHALL BE 'AGRO-DELUXE
NURSERY" 10-15-20 AT 50 POUNDS PER 10 YARDS OF ORGANIC COMPOST, OR
COMPARABLE NITROGEN EQUIVALENT.
�) PLANTING BACKFILL
ON -SITE TOPSOIL (EXCAVATED PIT SPOILS) AS FIELD PREPARED FOR PLAMING/TURF.
E) TOPSOIL PREPARATION
AS A MINIMUM, ALL LANDSCAPE AREAS SHALL HAVE 12 INCHES OF TOPSOIL PER A)
AND/OR B), ABOVE. CONTRACTOR SHALL ADJUST GRADES AND SUPPLY TOPSOIL AS
NECESSARY TO ASSURE THE MINIMUM DEPTH. CONTRACTOR SHALL FORM BERMS TO
THE HEIGHT AND EXTENT NOTED AND SHOWN ON THE PLANS. SOIL AND AMENDMENTS
SHALL BE EVENLY BLENDED THROUGHOUT THE TOP 6-INCHES. TOPSOIL SHALL BE
WORKED INTO SUB-BASE/SUBSOIL FOR ROUGH TRANSITION. SOIL DEPTH SPECIFIED IS
FINISHED, COMPACTED DEPTH. PARKING PLANTER ISLANDS SHALL BE OVER EXCAVATED
BY BACKHOE TO A MINIMUM OF 18 INCHES BELOW TOP OF SUBGRADE TO MINIMIZE
THE EFFECTS OF STRUCTURAL COMPACTION,
BARK MULCH (TOPDRESSING):
ONE -HALF -INCH (1/2") SIZE, TO ONE -INCH (1"), I.E., 'MEDIUM," HEMLOCK FIR BARK.
APPLY SUFFICIENT QUANTITY TO PROVIDE THREE INCHES (3') TO FOUR INCHES (4") DEPTH
IN AREAS NOT PLANTED IN TURF. FINE MULCH, I.E., "STEERCO" TEXTURE AND CEDAR ARE HOLD PLANT'
NOT ACCEPTABLE. EDGE OF PLU
AS NOTED 01
STAKES:
1-1/2-INCH DIAMETER, NET, BY 8-FOOT DOUGLAS FIR (2 X 2 X 8')
GUY MATERIAL:
1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8' DIAMETER RUBBER. NO WIRE.
GROUND CONTACT WOOD
PRESSURE TREATED HEM/FIR TO SIX -TENTHS OF ONE POUND (0.6 LB.) RETENTION (LP-22).
6" SPECIFIED SIZE WITH 24" #4 REBAR PER DETAIL.
LAWN: N. I. C.
HERBICIDE:
HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION.
ANTI -DESICCANT:
'WILT -PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER.
THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE
SHALL BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION.
EXECUTION:
FINISHED GRADES:
FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER TWO INCHES (2") DIAMETER
FROM TOP THREE INCHES (3") OF PREPARED PLANTING BED. ALL FINISHED GRADES SHALL BE
SMOOTH EVEN GRADES, UGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. SITE
CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS.
TREES:
ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND
STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND
VERTICAL. TREES SHALL BE PLACED AS SHOWN ON THE PLANTING PLAN, LOCATED AS DETAILED
AND AS CALLED OUT ON PLANT LIST. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING
WATER ONLY. NO MECHANICAL COMPACTION.
SHRUBS:
INSTALL SHRUBS AS SPECIFIED FOR TREES.
GROUNDCOVER:
EXCAVATE PITS TO A MINIMUM OF THREE INCHES (3') BELOW, AND TWICE THE ROOT BALL
DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT
PROPER GRADE, AS DETAILED.
MULCH:
MULCH ALL GROUND COVER AREAS NOT COVERED BY TURF. MULCH MAY BE APPLIED PRIOR TO
INSTALLATION OF GROUNDCOVER WHICH IS SMALLER THAN ONE GALLON CONTAINER SIZE.
UTI1JTY CLEARANCES:
FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT
SE'ARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTIUTY VAULTS.
PLANTING AND IRRIGATION MAINTENANCE:
CONTRACTOR SHALL MAINTAIN PLANTINGS AND IRRIGATION THROUGH COMPLETED
INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING
MAINTENANCE SHALL INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING
OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED
GRADES; AND MOWING LAWNS WEEKLY AFTER TURF ESTABLISHMENT. HERBICIDE IS NOT
RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS
REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF
CA:JOPY.
THE IRRIGATION SYSTEM SHALL BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED
WATER DISTRIBUTION & PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT
SHALL BE REPLACED OR CORRECTED. PLANT AND IRRIGATION MAINTENANCE SHALL INCLUDE
THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT
MATERIALS. CONTRACTOR SHALL PROVIDE THIS WORK IN ADDITION TO SPECIFIC
WARRANTY/GUARANTEES.
BED LINE ED
CURB/WALK
Spacing Detail
SCALE: NONE
NOTE:
SEE PLANT LIST FOR
PLANT SPACING
FEATHER EXCESS
SOIL UNDER MULCH
1 " MULCH AT CROWN-
1/2" ABOVE GRADE
1" ABOVE GRADE
2" MULCH (COMPACTED)
SPACING AS CALLED OUT
ON PLAN/PLANT LIST
HOLD PLANTS FROM
EDGE OF PLANTER
AS NOTED ON PLANT LIST
NOTE:
THIS SPACING APPLIES TO
GROUNDCOVER AND FORMAL
SHRUB ROW PLACEMENT.
PREPARED •'
PLANTING BED I �• PREPARED
I PLANTING
REMOVE CONTAINER & SCORE I BED
ROOTBALL, SPREAD OUT CIRCLING ROOTS . �.
BACKFILL TO BE SETTLED USING WATER ONLY
LESS THAN 1 C#AL ( PLANTED BEFORE MULCH )
( PLANTED AFTER MULCH
Groundcover Planting Detail
SCALE: NONE
(2) 2x2 D.F. STAKES; TIE AT APPROX. 1/3 TO 1/2 HEIGHT
OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT
PATTERN. STAKES AND TREE PLUMB
3" DEEP SAUCER FOR WATER
3" MIN. DEPTH OF MULCH (BARK) —
REMOVE BURLAP FROM TOP 1/3 OF Z;DOTBALL
EXCAVATE TREE PIT AT A MIN. OF 3 TIMES
DIA. OF ROOTBALL; SCORE ROOTBALL AND PIT WALL
PIT SPOILS BACKFILL
SET BALL ON UNDISTURBED SUBGRADE,
OR COMPACTED SOIL.
o
�o
Evergreen Tree Planting (6' To 10' High)
SCALE: NONE
PRUNE DAMAGED TWIGS AFTER PLANTING
PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED
4W
I
NOTE:
o STAKING ON "AS NEEDED BASIS" PER NOTES; ALL GUYS TO BE FLEXIBLE
o KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES
o HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISHED GRADE a
o PROTECT TRUNK AND LIMBS FROM INJURYC.
o BACKFILL TO BE SETTLED USING WATER ONLY -
NO MECHANICAL COMPACTION
(2) 2x2 D.F. STAKES, PLUMB (1 1/2" DIA. X 10' SCH 40 GALV. d
PIPE AT STREETS) WITH ELASTIC CHAIN -LOCK TYPE
OR RUBBER GUYS TIED IN FIGURE EIGHT;
REMOVE AFTER ONE GROWING SEASON
PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION
REMOVE AT COMPLETION OF PLANTING
TURF PLANTING; PROVIDE 3'0 "NO GRASS" TREE RING & 3" DEEP
MULCH IN WELL. MULCH: 1/2" - 1 " SIZE
HOLD BACK FROM TRUNK 8' TO 10"
FINISHED GRADE C
0
PREPARE PLANTING BED PER SPECS; AT MIN., LOOSEN AND MIX
SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA.
PEEL BACK BURLAP; REMOVE TIES, CONTAINERS
& WIRE BASKETS; SCORE ROOTBALL
SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL
PENETRATION TO SUBBASE (+) 12"
Deciduous Tree Detail
(B and B, Less Than 3" Dia.)
SCALE: NONE
0
FINISHED GRADE AT 4:1
SLOPE �MAX);2%
SLOPE TYP. MIN.)
CURB PER CIVIL
DRAWINGS (WALK
SIMILAR)
1" MAX.
PREPARED SUBGRADE
2" COMPACTED DEPTH OF
MULCH; 3" LOOSE (MINIMUM)
TOPSOIL AS SPECIFIED
FINISHED GRADE AT 3:1
SLOPE (MAX), 10:1 (MIN)
1" MAX. (WITH
COMPACTED MULCH)
4
TURF CONDITMMULCH CONDiT10N SIDEWALK --I
(CURB SIMILAR)
Planter Section
SCALE: NONE
AMENDFn PI ANTINr C(111 OP-0 1InTCc /Tnnc nn
2" MI,
FINISF
LAWN
EDGIN
Planting Bed Adjacent to Lawn
SCALE: NONE
OVER EXCAVATE PARKING LOT PLANTERS
TO LOOSEN COMPACTED SUBBASE TO 24" DEPTH
COARSE TRANSITION FROM TOPSOIL
TO AMENDED SUBBASE
BERM HEIGHT VARIES —
AS NOTED ON PLAN
SOIL LINE: 3" IN
MULCH, FLUSH
IN TURF
SUBGRADE
REMOVE EXCESS GRAVEL
AND PAVING
N
TOPSOIL SETTLED
(COMPACTED CONDITION)
AMENDED SUBSOIL, COARSE
(SCARIFIED) TRANSITION
TO SUBSOIL FROM TOPSOIL
1-1/2" DRAIN AT LOW
POINTS & 10' MAX. SPACING
CONCRETE CURB; TYPE PER
CIVIL DRAWINGS
' PAVING SECTION PER
CIVIL DRAWINGS
Grading in Parking Lot Planters (Topsoil Prep.)
SCALE: NONE
BARK MULCH
2" MINIMUM
COMPACTED [
Mulch at Curb
—r SCALE: NONE
STATE OF
WASHINGTON
REGISTERED
DSCAPE ARCHITECT
H. B MCCRORY
FICATE NO. 504
(VALID ONLY WITH SIGNATURE)
CURB
LCH
CURB
C rfY]eOF Rp@E§«� C)k
NOVFn
1019
C
O
W
ui
0
U
U)
0
OU
�-W-
0Cd
0
0
( �
UJ
0
}-
W
W
>
0
CO
a-
0
:E
0
t�
00
0
>
h
0_J0
m
0
o p04
:II
o
t
a
z
-
>
i
i
m
=
of
Q)
0
cn
>
�
a
o
s
0
o
U
<
0
_
N
w
�-
z >
a.
O
C/)
z Ld
gV)
� J
x
oZ
LTJ
LJ
g
z
QN
r7
O
N
"
CV
00
z-
o
Z
0)
(0
00
z
N
r'
�
(
I
wLJ w
InI
Ln
In
N.
0 z
w
-
�
in
(14 0
0
LLJ
�
0 LO
N�.
z
UJ
r_0
File: P:\SDSKPROJ\6813\ENGINEERING\6,913-1 hWIC F1,-,1P/T�,, A 11 /(-,C,/iuun 1n.�z -
• 1 U
a
E
o
Cf)
O
�
n
L�r