HomeMy WebLinkAboutLUA-96-007 Large Formatl.• CONTRACTOR SHALL BE RESPONSILNLQ FOR FAMILIARISING HIMSELF WITH ALL
OTHER SITE IMPROVEMENTS PRIOR TO STARTING LANDSCAPE WORK.
2,'CONTRACTOR $HALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY
UTILITIES,XNCOONTERED. CONTRACTOR IS TO PROMPTLY ADVISE GENERAL
CONTRACTOR AND OWNER OF ANY DISTURBED UTILITIESR
4 tlocation service phone: 1-600-424-5555)
3. CONTRACTOR BMALL MAINTAIN AND WATER ALL PLANT MATERIAL UNTIL FINAL
INSPECTION AND ACCEPTANCE BY THE OWNER OR HIS AGENT IN WRITING.
4, CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF
GROUND COVERS AND PLANT MATERIALS UTILIZING ON -CENTER SPACING FOR
PLANTS AS STATED IN THE PLANT SCHEDULE AND MINIMUM PLANTING DISTANCES
AS SPECIFIED BELOW IN THESE NOTES.
�. GROUND COVERS SHALL BE PLANTED IN AN EQUILATERAL TRIANGULAR SPACING
PATTERN AT THR ON CENTER DISTANCES SHOWN ON THE PLAN OR IN THE PLANT
SCHEDULE. WHERE GROUND COVER ABUTS CURBING, WALKWAYS, SIGNS OR POLES,
MINIMUM PLANTING DISTANCES SHALL BE 12" FROM CENTER OF PLANT TO CURB,
WALKWAY, RTC., MINIMUM PLANTING DISTANCE SHALL BE 14- FROM CENTER OF
TREES.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF
PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. ��OJ
7. SUBGRADE IS TO BE WITHIN 1/10th FOOT AS PROVIDED BY OTHERS. G9
419 a •
4. MINIMUM 4" DEPTH, WINTERMIX, TOP SOIL IN ALL PLANTING AREASS �-) v
S. HIMI14UN 20 DEPTH MEDIUM GROUND BARK MULCH IN AiL PLANTING BEDS.
10. ALL PLANT MATERIAL. SHALL BE FERTILIZED WITH AGRO TRANSPLANT
FERTILIZER 4-2-1 PER MANUFACTURERS RECOMMENDATIONS.
11. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY
STOCK, LATEST EDITION. ANY REPLACEMENTS MADE Al ONCE. •
A. GENERAL: All plant Materials furnished shall be healthy
representatives, typical of their aQecies or variety and
shall have a normal habit of growth, They shall be full,
well branched, well proportioned , and have a vigorous,
well developed root system. All plants shall be hardy
under climatic conditions similar to those in the locality
of the project.
Il. Trees, shrubs, g
roundcoverss Quantities, species and •
verities, sizes and condition as shown on planting plan
and project plant list. Plants to be healthy, vigorous,
well foliated when in leaf, free of disease, injury,
insects, decay, harmful defects, all weeds and weed roots .
NO SUBSTITUTIONS shall be made without written approval
frWa the landscape architect. i
46 AND TREES A MINIMUM OF 36" FRS CORES TO ALLOW FOR CAR
W1J 5EL STOPS ARE PROVIDED AT JACH PARKING STALL.
L4jV&R TA 09 PLANTED IN ALL PLANTING SE1 S. SIZES AND SPACING •�
=,�v'su Oil VWT'ING SCHEDULE AND PLAIT SET.
naRK MULCH MOWING STRIP BOUNDED BY 2"X 4' HEADER BOARD OF CED
11E PROVIDED IN ALL LAWN AREAS ADJACENT 10 BUILDINGS.
L�
TO MEET STANDARD PRACTICE OF INSTALLATION.
SYSTEM FOR ALL PLANTING AREAS. POP-UP SPRINKLERS ON TRIP
aw JOINTS SHALL BE USED ON SPRINKLERS IN -STALLED ADJACENT TO CURS
y deli po A pY OWNER
0
I
1 � 1
JL
AUG p 2 1996
BUILDING
J
--
4
PLANT MATERIALS
TREES
SIZE NOTES
SUNSET MAPLE
121i2-'
I _
RED OAK -
3.�
JACQUEMONTE BIRCH CLUMP
2"
3 STOCKS
WEEPING ALASKA CEDAR
8-10
INCENSE CEDAR
6-T
FULL
JACQUEMONTE BIRCH
2"
WEEPING CHERRY
2"
VINE MAPLE
5-6
3 STOCKS
SHRUBS SIZE NOTES
PHOTINIA FRASERI
5GAL
FULL
VIBURNUM P MAREISSI
30-36
CRIMSON PYGMY BARBERRY
5GAL
OTTOLUYKEN LAUREL
21-24"
24"O
V.ARIGATED OSMANTHUS
2GAL
ILEX HELLERI
2GAL
ILEX CRENATA
2GAL
RHODO CUNNINGHAM WHITE
21-24"
GROUNDCOVER SIZE NOTES
KINNIKINNICK
1GAL
12"OC
COTONEASTER DAMEM
1GAL
24"OC
SCALE 1 ": 20'
FOR: JAMES PIERRE ;; , Ni0ii
11525 LAKE CITY WAY N 6
SEATTLE WA. 98125 �9ss
B ILDIN1 NVISION
iL
CMMER,
:i rAfF OF
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0
t�
�1
I
1 OF
1. CONTRACTOR SHALL BE RF.SPONSILBLE FOR FAMILIARIZING HIMSELF WITH ALL
OTHER SITE IMPROVEMENTS PRIOR TO STARTING LANDSCAPE WORK.
2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY
UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE GENERAL
CONTRACTOR AND OWNER OF ANY DISTURBED UTILITIES.
(location service phone: 1-800-424-5555)
3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL UNTIL FINAL
INSPECTION AND ACCEPTANCE BY THE OWNER OR HIS AGENT IN WRITING.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF
GROUND COVERS AND PLANT MATERIALS UTILIZING ON -CENTER SPACING FOR
PLANTS AS STATED IN THE PLANT SCHEDULE AND MINIMUM PLANTING DISTANCES
AS SPECIFIED BELOW IN THESE NOTES.
5. GROUND COVERS SHALL BE PLANTED IN AN EQUILATERAL TRIANGULAR SPACING
PATTERN AT THE ON CENTER DISTANCES SHOWN ON THE PLAN OR IN THE PLANT
SCHEDULE. WHERE GROUND COVER ABUTS CURBING, WALKWAYS, SIGNS OR POLES,
MINIMUM PLANTING DISTANCES SHALL BE 12" FROM CENTER OF PLANT TO CURB,
WALKWAY, ETC., MINIMUM PLANTING DISTANCE SBALL BE 14" FROM CENTER OF
TREES.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF
PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS.
7. SUBGRADE IS TO BE WITHIN 1/10th FOOT AS PROVIDED BY OTHERS.
R. MINIMUM 4" DEPTH, WINTERMIX, TOP SOIL IN AL PLANTING AREAS:
9. MINIMUM 2" DEPTH MEDIUM GROUND BARK MULCH I ALL PLANTING BEDS.
10. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT
FERTILIZER 4-2-2 PER MANUFACTURERS RECOMMENDATIONS.
11. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY
STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE.
A. GENERAL: All plant materials furnished shall be healthy
representatives, typical of their species or variety and
shall have a normal habit of growth. They shall be full,
well branched, well proportioned , and have a vigorous,
well developed root system. All plants shall be hardy
under climatic conditions similalr to those in the locality
of the project.
B. Trees, shrubs, groundcovers: Quantities, species and
vanities, sizes and condition as shown on planting plan
and project plant list. Plants to be healthy, vigorous,
well foliated when in leaf, free of disease, injury,
insects, decay, harmful defects, all weeds and weed roots
NO SUBSTITUTIONS shall be made without written approval
from the landscape architect.
12. PLANT SHRUBS AND TREES A MINIMUM OF 36" FROM CURBS TO ALLOW FOR CAR
OVERHANGS UNLESS WHEEL STOPS ARE PROVIDED AT EACH PARKING STALL.
13. GROUND COVER TO BE PLANTED IN ALL PLANTING BEDS. SIZES AND SPACING
AS SHOWN ON PLANTING SCHEDULE AND PLAN SETT.
14. A 12" BARK MULCH MOWING STRIP BOUNDED BY 2"X 4" HEADER BOARD OF CEDA
SHALL BE PROVIDED IN ALL LAWN AREAS ADJACENT TO BUILDINGS.
15. HYDROSEED TO MEET STANDARD PRACTICE OF INSTALLATION.
16. A WATERING SYSTEM FOR ALL PLANTING AREAS. POP-UP SPRINKLERS ON TRIPL{
SWING JOINTS SHALL BE USED ON SPRINKLERS INSTALLED ADJACENT TO CURBS
OR WALKS.
t i t
1
t
PLANT MATERIALS
TREES
SIZE NOTES
SUNSET MAPLE
212"
RED OAK
3"
JACQUEMONTE BIRCH CLUMP
2"
3 STOCKS
WEEPING ALASKA CEDAR
8-10'
INCENSE CEDAR
6-T
FULL
SHRUBS SIZE NOTES
PHOTINIA FRASERI
5GAL
FULL
VIBURNUM P MAREISSI
30-36"
CRIMSON PYGMY BARBERRY
5GAL
OTTOLUYKEN LAUREL
21-24"
24"OC
VARIGATED OSMANTHUS
2GAL
ILEX HELLERI
2GAL
GROUNDCOVER SIZE NOTES
K!NNIKINNICK 1GAl 1: 0C
SCALE 1": 20'
FOR: JAMES PIERRE
11525 LAKE CITY WAY NE RECEIVED
SEATTLE WA. 98125 J�A1 1€ 1996
1 DEVELOPMENT PLANNI
CITY OF RENTON
STATE OF
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1 OF 1
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PACIFIC
DESIGN
GROUP
TACOMA,
P.S.
225 TACOMA
AVE S
TACOMA, WA
98402
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Ph.(206) 593-6630
Faz(206) 593-6632
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REVISIONS:
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NOTE:
CONTRACTOR SHALL 0FY AND COOMNATE THE DIMENSIONS
AND DETAILS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH
THE WORK AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES
OR VARIATIONS FROM CONDIIONS SHOWN. WRITTEN DMENSIONS
SHALL HAVE PRECEDENCE OVEPSCALED DIMENSIONS. THESE
DRAWINGS ARE THE PROPERTY DF PAX DESCN GROUP, P.S.
ALL DRAWINGS, DESIGNS AND OTHER INFORMATION ON THE
DRAWINGS ARE FOR USE ON THE SPECIFIED PPOJECT ONLY AND
SHALL NOT BE USED OTHERWISE WITHOUT THE EXPRESS
WRITTEN PERMISSION Of PACIFIC DESIGN GROUP - TACOMA, P.S.
ARCHITECT ACCEPTS NO LIABILITY AND SHALI BE HELD HARMLESS
FROV ANY RESPONSIBILITY FOR DAMAGES RESULTING FROM
REVISIONS, CHANGES OR ADAPiIONS TO THESE DRAWINGS.
5438 REGISTERED
� ARCHITECT
JAMES H. CASTINO
SPATE OF WASHINGTON
ol
XP,EFS:
DRAWN BY: SCR DATE PLOTTED: O1 11 96
PROJECT NO.:95044 PLOT SCALE: 1:1
FILE NAME: 5044AO20
SHEET CONTENTS:
FLOOR PLANS
'E
1996 r
PliNNING " a
NT N SHEET NO:
A2*0
L. ------------------
------------------
NORTH
L-_--------------------J
GARAGE ELEVATIONS
SCALE: 1/4" = 1'-0"
L--------------------------------- - - - - -J
EAST
L---------------------------------------�
WEST
LI--———————————————————————--———————--———--———————————————————————— — — — ——
�
NORTH ELEVATION
SCALE: 1/4" = 1 '-0"
L- - - - - - 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - J
L----------------------------------------- — — — — —]
EAST ELEVATION
SCALE: 1/4" = 1 '-O"
LI----------------------------------- � 1----------:1
PACIFIC
DESIGN
GROUP
TACOMA,
P.S.
225 TACOMA
AVE S
WOW, WA
98402
ODD
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Ph.(206) 593-6630
raz(206) 593-6632
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REVISIONS:
NOTE:
CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMEN90NS
AND DETAILS ALONG ALL DRAWINGS PRIOR 10 PROCEEDING WITH
THE WORK AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES
OR VARIATIONS FROM CONDITIONS SHOWN, WRITTEN DIMENSIONS
SHALL HAVE PRECEDENCE OVERSCALED DIMENSIONS, THESE
DRAWINGS ARE THE PROPERTY OF PACIFIC DESIGN GROUP, P.S.
ALL DRAWINGS, DESIGNS AND OTHER INFORMATION ON THE
DRAWINGS ARE FOR USE ON THE SPECCED PROJECT ONLY AND
SHALL. NOT BE USED OTHERWISE WITHOUT THE EXPRESS
WRITTEN PERMISSION OF PACIFIC DESIGN GROUP - TACOMA, P.S.
ARCHITECT ACCEPTS NO LIABILITY AND SHALL BE HELD HARMLESS
FROM ANY RESPONSIBILITY FOR DAMAGES RESULTING FROM
REVISIONS, CHANGES OR ADAPTIONS 10 THESE DRAWINGS.
1 5438 I REGISTERED
` ARCHITECT
I I
JAMES H. CASTING
STATE OF WASHINGTON
XREFS:
DRAWN BY: SCR DATE P? OT1ED: 01 09 96
PROJECT NO.:95044 PLOT SCALE: 1:1
FILE NAME: 5044AO30
SHEET CONTENTS:
ELEVATIONS
ECEIVEla
JANI I R W, No: "- .
SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
WEST ELEVATION
SCALE: 1/4" = 1'-0"
_LOP ;J7 PLANNING
CITY F RENTON A3*0
aA-%-00�7-
POC�G
STORM S_uCPjn ccoNC -_i
TOP ._. 17. 24 x 'l
EXTEND SANITARY 'EWER `MAIN
APPROXIMATELY 250 LF TO
EXISTING MANHOLE.
CONNECT TO STORM STOB AND
ROUTE TO WATER QUALITY FACILITY
DESIGNED BY GOOD CHEVROLET.
4,
SFUilN. DRAINAc_ CA'Gt
�,
1
BASIN
r2;:• 1E.46
i. \
WALK
, •a
'�
24-r
18
CONNECT TO STORE *ND
ROUTE TO WATER OALITY FACILITY
DESIGNED BY GOOCt H4EVROLET. 5
�:.
'ORM DRAINAGE f% �' BA N —�;
3.0' X 4.5' VAULT W lT i Tr 1
RIM 48
is* CONC. L 1
�33,KKK LE. �; M.08 - 24' CONC. W
0
CO
roNc n:fT PIPFr
s' 1
,
:e 2i.15 ... .,
BOT70M 17.2
PROJECT TEAM
OWNER:
JAMES PIERRE
11525 LAKE CITY WAY N.E
SEATTLE, WA. 98125
PHONE: (206) 364-220C
FAX: (206) 361-5515
ARCHITECT:
PACIFIC DESIGN GROUP — TACOMA
225 TACOMA AVENUE SOITH
TACOMA, WA. 98402
PHONE: (206) 593-663(
FAX: (206) 593-6632
CIVIL ENGINEER:
PACIFIC ENGINEERING DESGN INC.
130 ANDOVER PARK EAS1 SUITE 300
SEATTLE, WA. 98188
PHONE: (206) 431-797(
FAX: (206) 431-7975
A PORTION OF THE NW 1/4 OF SECTION 19, TWP. 23 N., RGE. 5 E., W.M.
n n =r
LMMJ Co a
D_5111EKTOHO �a�ao�c�Toao
EXISTING GARAGE
TO REMAIN
LEGEND
SCALE : 1 ° = 40'
rl
GRAPHIC scams
DATUM
CITY OF RENTON
BENCHMARK
BENCHMARK NO. 525 ELEVATION = 20.28
RAILROAD SPIKE IN POWER POLE AT SOUTHWEST
CORNER OF THE INTERSECTION OF S.W. 13TH ST.
AND MAPLE AVE. S.W.
SITE ADDRESS
209 S.W. 13TH STREET
RENTON, WA. 98055
PROPERTY LINE
-- - -- ROAD CENTERLINE
12" ST NEW STORM WITH CATCHBASIN
EXISTING STORM WITH CATCHBASIN
s" ss
NEW SANITARY WITH MANHOLE AND
BUILDING SIDE SEWER
�r NEW WATER SERVICE W/ METER
- - - - - - - - EXISTING WATER AND FIRE HYDRANT
NEW PAVING
LEGAL DESCRIPTION
PARCEL A:
LOTS 29 AND 30, BLOCK 17, C.D. HILLMAN'S EARLINGTON GARDENS NO. 1,
ACCORDING TO THE PLAN THEREOF RECORDED IN VOLUME 17 OF PLATS,
PAGE 74, RECORDS OF KING COUNTY, WASHINGTON.
LOTS 10 AND 11, BLOCK 21, C.D. HILLMAN'S EARLINGTON GARDENS,
DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME
17 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON.
PARCEL B:
LOTS 2 THROUGH 9 AND 47 THROUGH 51, BLOCK 21, C.D. HILLMANS
EARLINGTON GARDENS NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED
IN VOLUME 17 OF PLATS, PAGE 74, RECORDS OF KING COUNTY,
WASHINGTON:
EXECPT THAT PORTION DEEDED UNDER KING COUNTY RECORDS NO.
5528324.
AND EASEMENT FOR DRAINAGE PURPOSES AS DESCRIBED IN DRAINAGE
EASEMENT AND AGREEMENT RECORDED JULY 28, 1995, UNDER RECORDING
NO. 9507280845, BEING A RE—RECORDING OF RECORDING NO. 9506231062.
PARCEL C:
LOTS 12 THROUGH 15, BLOCK 21, C.D. HILLMAN'S EARLINGTON GARDENS
NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF
PLATS, PAGE 74. RECORDING OF KING COUNTY, WASHINGTON;
EXCEPT THAT PORTION DEEDED UNDER KING COUNTY RECORDING NO.
5428433.
PARCEL D:
AN EASEMENT FOR DRAINAGE PURPOSES AS DESCRIBED IN DRAINAGE
EASEMENT AND AGREEMENT RECORDED JUNE 23, 1995, UNDER RECORDING
NO. 9506231062.
ALL SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
VICINITY MAP
I
qyhillk
poll
fin
RENTON
SHEET INDEX
Cl COVERSHEET / COMPOSITE UTILITIES PLAN
C2 GRADING AND DRAINAGE PLAN / SITE PLAN
C3 TEMPORARY EROSION CONTROL PLAN
C4 NEIGHBORHOOD DETAIL MAP
o PACIFIC ENGINEERING DESIGN INC. o
95-92
PROJECT NO.
DIGS
DRAWN BY
01-12-96
ISSUE DATE
SHEET REVISION
RE,CEIVEb"
,;;4N 1 F, 1996
CIVIL EI'J tlWERINO ANL)
PLANNING CONSULTANTS
I
Ln
4
(n
Q•n
x
CONNECT TO EXISTING STORM
STUB AND ROUTE TO WATER I
QUALITY FACILITY DESIGNED
BY GOOD CHEVROLET.
,�4'• �SPNA��
x
0 <T
x
STORM DRAINAGE CATCH
BASIN - TYPE 11 --.
RIM = 18.96
I.E. = 13,54 - 18" CMP N
I.E. = 13,54 - 24" CMP
CONCRETE I
WALK
EXISTING MAPLE AVE, S.W.
RIGHT OF WAY TO BE
24"D ABANDONED.
? 18
❑�
5'
A PORTION OF THE NW 1/4 OF SECTION 19, TWP. 23 N., RGE. 5 E., W.M.
_.
11 CB#10 (TYPE 1) r co
CF RIM=18.25 r'
x -` S Q ST INV.=16.01 i
j 001,
1
G < RIVEWAY
CONC. 24'-D" 1 x x. x ' O
TYP.
MB I a z
¢ 5' WIDE LAND CAPE STRIP_- -x__ f�
1
• .f�-'' .-- �� (SEE LAN S�PE PLAN}- `�.
1 _ -
17.5 \c f . O. W. VACATION
_ cCALE • 1' - 20
2 4,.
{ t✓
} o QRAPHIC SCALE
• :.. J - 20 0 15 20 40
20.7
r � `
20.5
DATUM
- LANDSCAPE STRIP wClr jC�", A' -
(SE�..LAN$SL`APE PLAN) "'i�20.6 h� CITY OF RENTON
_ J t.. J
,.., L (N RE T 1 • (-, ( ARK
h~ 10 WIQE- LANDSCAPE SKIP _ �b - - CB# 7 f) -
�' BENCHMARK
(SEE LANDSCAPE PLAN 2 s _
, - 1.Q -- a ;. -': RIM�0.0 BENCHMARK N0. 525 ELEVATION = 20.28
1 2 r_s a. _ r " ,r ; •,�, INV.=1 7
`1' RAILROAD SPIKE IN POWER POLE AT SOUTHWEST
4` E ------ 20.4 `1► 20.5
, - ry0' Q� x ` CORNER OF THE INTERSECTION OF S.W. 13TH ST.
(T•YP 1) 20.4 AND MAPLE AVE. S.W.
R M = 0 20 "'"��
50 LF 8" S
1N .=17.70 1 EXIgT1NG HO E
X 05 -- -.�.__ _ TO REMA�1�1 J - S= 50 ADDRESS: 209 S.W. 13TH STREET
t.. WA 98055
CB 6 0� r�� RENTON,
r, "'\ _ _ �- _ _50 1 RIrA .1 A EL NUMBER:
,• �C fNV.=18.12 h LOTS 29 THROUGH 32 OF BLOCK 17 AND
I _ LOTS 3 THROUGH 15 OF BLOCK 1 GE✓A_,S 2 , C.D.
f,,9 �F�I1Z J 3. HILLMAN'S EARLINGTON GARDENS, DIV. NO. 1.
�p0 p05p
-G ,��, -- ' 1 BRICK I
S c: ,
(. �ARAGARAGE20.2
TI LCT AREAS:
WI TH 1
� I .•i � I r L�Ci �M
NORTH LOT 14,222 SF
CB# 8 ( 1) 6 � V CONCRETE I NW SOUTH LOT 63,736 SF
�' 2 I STRIP DRAIN
j Rlfjil 9.45 T I FOUNDATION
1.= 7.20 I H� P RD DRAIN 4 I �10 J TOTAL 77,958 SF (1.79 ACRES)
C {
17 I g ( ) N53 01 52 W
_7. � �` '4 50 LF 8" ST 26' ' 10.00' IMPERVIOUS AREA: 66,385 SF (.852 %)
H1 P -.- F
s=o.ae50 f I LANDSCAPING AREA: 11,573 SF (.148 %)
_
i
Y-> I
STORM DRAINAGE CH BASIN
3.0' X 4.5' VAULT WiTI-I GRATE 1
RIM = 17,48 I
14 LF 2-
1. E, = 11.83 - 24" CMP N ! S=0JD
1, E, = 12.58 - 18" CONC. E
I.E.1ti.08 - 242' CONC. W
� EX. 12" Sf STUB
T S=0.0b50
L - - -``f ----h
CONCRETE RETAININt",
v,
WALL , 0,83 WIDE
CONNECT TO EXISTING STORM
STUB AND ROUTE TO ,WATER` • '''�: BO - - -=
QUALITY FACILI
-$Y"GOQ6 HEVROLET1 1_ C,--
WTI
RIM 9. ,
N, 7.37
� 100`f12p
t
L -
L_ I '
C # 3 E 1)
f
8
197
a f
RI =19
IN41;. 7
I=
yI�
7 78
f
r`
�J
in
1
z
N Q
r C)
'
j
w
(,,,_ c)
-_1 I
14
ED
`
SZ
zz
r .
A o, 120 �'
S,0 ,OOgO
1
-.�.._
t5
B#1 E
`
R M=18 75
8 IN .-16.50
19.2
h v'
+'
TOP
28.69
STUB INVERT.=16.48
N
_ CB# 5 (TYPE 1)
n RIM=20.1 4�
yA2" S ` �� ,;h ` INV, 12=17.87
10 S,p 0p ;� INV. 6"=17.87 f -'
,t
IR
20
CB# 2 (TYPE 1)
RIM=19.35
INV.=17.10
Ano
END OF WALL
TOP 30.57
BOTTOM 27.9
18" CONC INLET PIPE
I.E. = 13.87 -1-
--- P.C. WALL
TOP 30.23
THEE LEGEND
28"C
{ � EXISTING TREE TO BE REMOVED
2 8 " C -- ,
• EXISTING TREE TO BE SAVED
BUILDING AREAS:
FIRST FLOOR
SECOND FLOOR
STORAGE: 209 SF
CIRCULATION:
88 SF
RESTROOM: 60 SF
STORAGE:
95 SF
OFFICE: 998 SF
RESTROOM:
46 SF
TOTAL 1267 SF
OFFICE:
986 SF
TOTAL
1215 SF
BUILDING FOOTPRINT:
(TOTAL) 1400 SF
P/;RKING SPACES PROVIDED:
152 STANDARD STALLS
EARTHWORK:
1200 CU. YDS. CUT
(STRIPPINGS)
4500 CU. YDS. FILL
LEGEND
- - PROPERTY LINE
ROAD CENTERLINE
- 22 - "-' -` - EXISTING CONTOUR
20 FINISHED GRADE CONTOUR
FLOW DIRECTION ARROW
12" ST
NEW STORM WITH CATCHBASIN
+ -- -- - - EXISTING STORM WITH CATCHBASIN
NEW PAVING
TOM 22.2
°`PACIFIC ENGINEERING DESIGN INC. o
A . D /FNF
of AS,y
A,,
o
18612
O��sSOctslt
���G���4,
AL
EXPIRES: MAY 6, 1997
95-92
PROJECT NO.
DGS
DRAWN BY
01-12-96
ISSUE DATE
SHEET REVISION
ECEIVED
24Iq 18 1996
Oevev,-"" PLANNING
CITY OF RLNTON
CIVIL ENGINEERING AND
PLANNING CONSULTANTS
R2
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CONNECT TO EXISTING STORM
STUB AND ROUTE TO WATER
QUALITY FACILITY DESIGNED
BY GOOD CHEVROLET.
STUB INV.=15.85
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RIGHT OF WAY TO BE
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TOP 30.57
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EXISTING TREE TO BE REMOVED
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BENCHMARK
BENCHMARK NO. 525 ELEVATION = 20.28
RAILROAD SPIKE IN POWER POLE AT SOUTHWEST
CORNER OF THE INTERSECTION OF S.W. 13TH ST.
AND MAPLE AVE. S.W.
ADDRESS: 209 S.W. 13TH STREET
RENTON, WA. 98055
PARCEL NUMBER:
LOTS 29 THROUGH 32 OF BLOCK 17 AND
LOTS 3 THROUGH 15 OF BLOCK 21, C.D.
HILLMAN'S EARLINGTON GARDENS, DIV. NO. 1.
LOT AREAS:
NORTH LOT 14,222 SF
TOTAL 77,958 SF (1.79 ACRES)
IMPERVIOUS AREA:
66,385 SF (.852
%)
LANDSCAPING AREA:
11,573 SF (.148
7.)
BUILDING AREAS:
FIRST FLOOR
SECOND FLOOR
STORAGE: 209
SF CIRCULATION:
88
SF
RESTROOM: 60
SF STORAGE:
95
SF
OFFICE: 998
SF RESTROOM:
46
SF
OFFICE:
986
SF
TOTAL 1267
SF
TOTAL
1215
SF
BUILDING FOOTPRINT:
(TOTAL) 1400 SF
PARKING SPACES PROVIDED:
152 STANDARD STALLS
EARTHWORK:
1200 CU. YDS. CUT (STRIPPINGS)
4500 CU. YDS. FILL
LEGEND
PROPERTY LINE
ROAD CENTERLINE
EXISTING CONTOUR
20 FINISHED GRADE CONTOUR
FLOW DIRECTION ARROW
— ;01 Ju.zll)
TOP STUB INVERT.=16.48 To
28.69 BUT i M 22.E
BOTTOM 17.1
PACIFIC E NGINEERING ESIGN-INC.
12" ST NEW STORM WITH CATCHBASIN
EXISTING STORM WITH CATCHBASIN
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ISSUE DATE
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DATUM
CITY OF RENTON
N53*01'52"W-
10.00' BENCHMARK NO. 525 ELEVATION = 20.28
RAILROAD SPIKE IN POWER POLE AT SOUTHWEST
CORNER OF THE INTERSECTION OF S.W. 13TH ST.
AND MAPLE AVE. S.W.
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DRAWN BY
TREE LEGEND 01-12-96
ISSUE DATE
28"C
C, EXISTING TREE rO BE REMOVED SHEET REVISION
28"c EXISTING TREE rO BE SAVED
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CITY OF REN TON
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RESIDENTIOL
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PROJECT NO.
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DRAWN BY
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ISSUE DATE
SHEET REVISION
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CITY OF REN TON
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PROJECT NO.
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DRAWN BY
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ISSUE DATE
SHEET REVISION
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