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TE LM H
RIM-17. OUT EW 6' DE SIDEWALK .
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TEMP. SIGN =
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b* _ ,� _ _ _ _ _ WV FH ELEC. EX �2"W
N87'S0'23"W _
/ N87'50'23"W � 400.15' 1�.10 1�.so -
12 -
------------------------- ----------- ---16.80-------------- ---- ---------+I J N87'50'23"
39 1
w-a-a-a-w-a-w-w - w
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23.00 23.00 23.00 23.00 w-a 23.00 I �
I I 10' LANDS APSE & I s\ N O 6
" ts.00 CONNECT TO EX. UTILITY ESMT. I RO o
u7 of STREET LIG T ON
1 .zo I SANITARY SEWER 4' ELEVATED
I I ° I ao N 13 3x3 CONC. BA�
I I I STUB -OUT ; TRUCK BAY I N o
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I I I r + 22.so + 23.00 2z.so + 23.00 0+ (FUTURE) Z EX. FIRE HYD..
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� I ! iI �- 12" SD �- 12" SD / - _ _ 116
_- -
. 1 a; i t (: TEMPORARY STORM ( P H A S E T W 0 W A R E H U S E TYPE I CB
DRAIN SYSTEM WHIL
INTERIM PAVED AREA PROPOSED 8" SAN. SEWER (TYPICAL
o I USED FOR INTERIM TO AG g , \
I Z I 32,250 SQ. FT. MAIN ®1. % MIN.
" 23.00 + 23.00 + 23.00 23.00 + +
I.19
ddd� � I P H A S E O N E � I
I I WAREHOUSE ta.)o� j I I
II I ( i I I I I III III 4' ELEVATED
TRUCK BAY '
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I 30,000 SQ. FT. � o
I 2
I /I I 10 + %
33,300 SQ. FT. 9 19.00
40 20 0 40 120
I /
1 19.00 \
2 6' SANITARY \SEWER H SCALE IN FEET
D G " -� E- j L T E SERVICE AS REQ'D /
10 ,° a, O/ I (SEE ARCH. PLANS)
2 SD EC /
m 10' UTILITY
0 �i 1 0 S E.
EASEMENT
n I I I T A -1- 30' RAILROAD 1- < /
L- %0 1 L. / EASEMENT
I 1 I GRADE LEVEL
a0 1 `- " ' `� i 1 .o i+ I TRUCK BAY
1 PM (N A PART OF IS APPLICATION ; 1 i s D 19.00 / = 76'03'49"
+ t9.00 TEMPORARY >
PO ER � I -
°' s B_�'T � ; R - 443.37
I
co I M ER POST
I 30 i I W TRUCK BAY � �� 660 SQ. FT. L = 588.60
RAILROAD
X EXTRUDED CONCRETE n .0 GRADE LEVEL
EASEMENT
10' LANDSCAPE & i i 4 CURB TYP. ® vrn N REFUSE AREA ENCLOSED W/ SIGHT- 1 d
UTILITY ESMT. I PAVED AREAS / I � � OBSCURING FENCE
. I cv o TEMP. 6" SERVICE A
I O WITH CLEANOUT DOMESTIC METER � / 1 I 1 1
� = 70 58'36 � FIRE SPRINKLER FEED
' I a Z WITH DOUBLE DETECTOR s PROPOSED �1
R= 380.84 / I I I I I I i PROPOSED SAN. SEWER
L = 471.78' ` I A L. .0 ' I ` ( CHECK VALVE IN MANHOLE DOMESTIC WATE PROPOSED 1-1 2" IRRIGATION SERVICE,
I CONCRETE VAULT I SERVICE /+/+ METER, AND DOUBLE CHECK VALVE
PROPOSED 1�" I. ATER PROPOSED DOMESTIC WATER PROPOSED 8" PVC SANITARY IN VAULT
/
1+io r'ho � II SERVICE AND METER SEWER SERVICE 02.00% MIN. o / / / w h
} ti w w w w #
U I w /
NOTE:
16.90 f
o0 o I + t�.00 1e 10 �•6 LOTS A AND LOT B SHALL BE COMBINED FOR
THE FARWEST S EL PROJECT SITE. THE EXISTIN
18.00 " w 0' UTILITY
• / " �' I I � t�.ss �. - � 2 EASE ENT ADJACENT TO THE LOT A
/ PROPOSED 6' HIGH CHAIN LINK �' I I PROPOSED . LOT B PROPER LINE SHALL BE RELOCATED DUF
1OF,
BUILDING PERM[ APPLICATION.
FENCE W/ 2' BARBED WIRE TOP //r � � RAILROAD SPUR FIREHYD¢ / / TYP. ® PROPERTY LINE OF PROJECT r °
� t .ao 1 .ao + w
'�' i i ASSEMBL �. 17.10
OFFICE i �
2,700 SQ. FT. I 16 w FUTURE 6" D.I. PIPE
I � X. /
(N EX. SANITARY SEWER
Z STUB -OUT N6
N87'50 47 W ° . 1�o 1�.0o 68"SS 8SS 151.65' +y+
/
Zo i
POINT OF EX. FROG �j /�, �,'� o ° n.so _� 1s.ss - �^ '�
PROPOSED 12" D.I. WATER
EX. SSMH ELEV.=16.66 / .� �' �'� �j
RIM=17.11 / �/ ' - 3
/ �• ,' ,' sa ��' ( �3e° -//j 10' UTILITY
CTR. FLOWLINE -� / � � � 5 1�.so n.3 + �
(W,S,E,N)=8.81 FIf{ \ ` 1g ` ��/ /.' �r �� ��.2 0+ + 1 .ao �6 / EASEMENT -
ELEC / , o / ( -,-i' - 16 -
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I 1 II I 13.30ELEC.
/16 /1
STREET LIGHT ON /
3x3 CONC. BASE
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EX. SSMH
EX. SSMH RIM=17.53
RIM=15.78 CTR. FLOWLINE(N,W,E)=4.98
CTR. 8"PVC(S,NW,SW,E)=6.58
36 SD 36 SD
8"SS 8"SS
All
0
All ASPHALT
�o
EX.12" WV EX.12"W ELE C. EX. 12"W
/ N87'50'23"W 350.47'
�TSJB
EX. FIRE HYD.
UT
T LANDS & CONNECT TO EX. �
UTILITY ESMMT.T. 12" D.I. WATER
SANITARY SEWER \ /�
WATER MH STREET LIGHT ON
RIM=16.84 STUB -OUT /
3x3 CONC. BASE
= 90*00,00"
TLIH R = 55.00'
L = 86.39'LR HORIZONTAL DATUM: I
CITY OF RENTON
NAD 83/91
EX. �SSMH
RIM=16.76 _ GRASSED LINED WATER
CTR. �"PVC(S,NE)=7.1 VERTICAL DATUM: ' QUALITY SWALEit
o CITY OF RENTON ' 16 -- ___
.c
In 6\ CONTRCLLING BENCHMARK:
CITY OF RENTON BENCHMARK NO. 672
CHISELED SQUARE IN CONCRETE WALK PROPOSED 12" D.I. WATER
6.5 FEET WEST AND 1.0 FEET NORTH
\ OF SERVICE ENTRANCE DOOR TO
SAM YOUNKER'S DATSUN."
ELEVATION = 20.94'
STREET LIGHT ON
- - 3x3 CONC. BASE CONTOUR INTERVAL - 2 FEET
so wm
cn '
v7
00
36 SD - -
8"SS 8"SS
r
/ r r
w AREA TO BE EXCAVATED FOR
DETENTION STORAGE / LANDSCAPING
MINIMUM ELEV. = 11.00 / �« r' 13.00 I e 1 .30 1
(p MAXIMUM ELEV. = 16.00 / + 7,'
4.141 D
8"SS 36 S
6" CONC CURB & GUTTER
��_ / --- --- , / N 7 50 47 W n.so J�-
--- -.- ✓ ' �6 N87'50'47"W - - - - a 517.58'�-
+ 1s. ----- 16
_77-
- -- - - - - - -
10"W -- _ f 12' so -- - ----- 16 -- ---- - -- - - - 1 - - - --- - - - - - - - - - - - 16 - - -- EX. 10" CONC. RET. WALL 12 "SD -
12"SD-EX? 12"SD - - - SD 1590 �2 D / 1a EX. 10" CONC. RET. WALL EX. 12" D.I.P. NO2'09'1 3"E 20.00'
- - / ASPHALT
- - - - - 16.10 i GRASS LINED WATER ASPHALT
F
ts.sa - � �
QUALITY SWALES
� DETENTION BASIN CONTROL STRUCTURE
o - - - - - - -- CONNECT TO EXISTING - Horton Dennis & Associates, Inc.
� vNi - � 12" D.I.P. D Consulting Engineers, Planners, and Surveyors
D = I -oo - - - - I CB TYPE II (54" DIA.) WITH RESTRICTOR 0 = 03'49'33"
- I AND TWO STAGED ORIFICES (3.25" & 4.00") R = 60 *49' KIRKLAND, WASHINGTON • 822-2525
- - TOP ELEV. 17.50
- - - - - 12" INV. 11.84 L = 40.46' ,�ED CITY OF RENTON
ASP ALT - - TYPE I CB 1
1 1 1 1 i
TYPICAL DEPARTMENT OF PUBLIC WORKS
o 40' INGRESS /EGRESS ESMT. R = 605.87' 8 „ r- i i i� -1- 1 1 i� i 1 i� r- r� i� r- - .�
0 0 = 02'33'59 ti..
L = 83.09' R - 60587' .".�.. �I�::: �i::��'1L_L�I % L_ 1996
EX. DETENTION BASIN CONTROL STRUCTURE
EX. TYPE II CB (HOMEBASE)
PRELIMINARY STORM DRAIN, WATER,
DE�CITYOi�,y; N SANITARY SEWER AND GRADING PLAN
L = 27.14 CITyOFR ���;`�
�luron; FARWEST STEEL - RENTON SITE
DESIGNED: A.L.V. DATE: 2/14/96 FILE NAME:9556SD2.DWG
DRAWN: A.L.V.
CHECKED: B.O.M. SCALE: 1" = 40' FIELD BOOK: PAGE --
NO. REVISION BY APPR. DATE APPROVED: SHEET: 1 OF: 1
DIRECTOR OF PUBLIC WORKS
qt ���+
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SY'"SBOL BCTANICAL NAME / C--CMMON NAME 51ZE NOTES _.._, -- t
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I I BARK NG LOT 5�ADE 'REFS 3:4" C� E 415 MAIC-HED F=pRf" o=
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1 SA1.IX SGOU-ERIANA i SCOWLERS WILLOW
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COORNU8 STO-ON►FERA / REOTLIJG D,06o OC j ' — — - T El*v!A IN 1
ROSA NUTKANA / NOOTKA 805E
RA51J5 5PECTA51LIS SALMON BERRY i
1 SALIX PIP£RI / PIPERS U)I -LOW
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' GROUNDCOVES,
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—
1 :•
_ SC,4PE NOTES:
PRELIMINAR" P1.ANTINCs DESIGN IS SCHEMATIC. FINAL PLANTING
/ ` f DESIGN TO BE SUBMITTED WITH BUILDING PERMIT APPLICATION.
T
EXISING VEGETATION / I / j � 2. ALL NEW LANDSCAPE AREAS (EXCEPT EROSION CONTROL HYDR05EED�
*' TO BE IRRIGATED WITH A FULLY AUTOMATIC IRRIGATION SYSTEM.
1 I TO Rtl"IAIN — —� IRRIGATION DE5ICzN TO BE SUBMITTED WITH BUILDING =' RM7 APP i A - �- .- E L C TION
,, % ' - r• j 3. GROUND COVER TO EXTEND UNDER AL -REE AND 5HRUB CANOF'IE5 aT -NE
SPECIFIED 5PACING TO PROVIDE COMPLETE CO,/ERAGE IN ALL PLANTING
1 f BEDS DESIGNATED TO RECEIVE GROUND COVER.
„ LANDSCAPE DRALU,WSS ARE BASED ON TPE 3ITE PLAN PREPARED BY
Y
- __ O THE 5 TE LANS WHICH MAY REQUIREADJUSTMENT
t W C IMMEDIATELY NO IF LANDSCAPE ARCHITECT OF
Til
,_ CHANGES
OF DESIGN.
REFER TO CIVIL-NGINEERINCs
-- DETENTION POND
BIOSIllALE fN'=ORMATION• IMMEGIATELY NOTIFY LANDSCAPE ARCHITECT OF ANY
—_- ADVERSE DRAINAGE CONDITIONS WHICH t ,47 AFFECT THE HEALTH OF PLANT
' I ___ ---- ------ --- ------ -- - ATRIAL.
(o. A MINIMUM OF 8" OF 50% COP'►�OST/ 50go SAND TZ?
r .. LL NEW
1 ~ ` -` rz _ - __ • __ __,_._...._. '' LANDSCAPE AREAS. iN5TALL A MINIMUM OF 2" OF FINE BARK IN ALL NEW
SHRUB AND GROUNDCOVER BEDS.
NO PRE -EMERGENT HERBICIDES TO BE USED ON THE PROJECT SITE DURING
THE FIRS- YEAR WARRANTEE PERIOD.
8 ALL CEDAR AND FIR TREES TO BE NURSERY GROWN WITH CENTRAL
ORIGINAL LEADER INTACT AND I'-IEALTHY.
STATE OF
WASHINGTON
Brumbaugh Associates REGISTERED
LAND,5IC4FE FLAN r. L. Landscape Architecture
JW rarer rJwA AijM 117 IJARK H IJOB A U GH
SCALE: 1'' = 40'-0" Kirkknd, WA 98M
P!► .ro6s??-,W ` CERTIFICATE NO 458
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IGN IS SCHEMATIC, FINAL PLANTING
WIT14 BUILDING PERMIT APPLICATION,
` AREA5 (EXCEPT EROSION CONTROL HYDROSEED)
ATED WITH A FULLY AUTOMATIC IRRIGATION SYSTEM.
ESIGN TO BE SUBMITTED WITH BUILDING PERMIT APPLICATION
D COVER TO EX -END UNDER A,-L -REE AND 544RJB CANOPIES AT "HE
FIED SPACING TO PROVIDE COMPLETE CC,/ERAGE IN ALL PLANTING
BEDS DESIGNATED TO RECEIVE GROUND Co ✓ER.
LANDSCAPE DRAW'NGS ARE BASED ON THE SITE PLAN PREPARED BY
5G►-4AJDT STEMM 4 WILD INC IMMEDIATELY NOTIF" LANDSCAPE ARCHITECT OF
ANY FIELD CHANGES TO THE S TE FLANS WHICH MAY REQUIRE ADJUSTMENT
OF DESIGN.
---------------
5. REFER TO Ci AIL ENGINEERING IPIr• .,min nrayi>` n� E
IN;=ORMA-ION. IMMEDIATELY" NOTIF" LANDSCAPE ARCHITECT OF ANY
ADVERSE DRAINAGE CONDITIONS WHICH MAY AFFECT THE I,»EALTH OF PLANT
--------__ —__-- MATERIAL.
LANDSCAPE PLAN
SCALE: I'' = 40'-0''
6, A MINIMUM OF 8" OF 501% TUBE
LL NEW
LANDSCAPE AREAS, INSTALL A MINIMUM OF OF FINE BARK IN ALL NEW
SHRUB AND GROUNDCOVER BEDS.
i. NO PRE -EMERGENT HERBICIDES TO BE USED ON THE PROJECT SITE DURING
THE FIRS` YEAR WARRANTEE PERIOD. RECeIVED
8. ALL CEDAR AND FIR TREES TO BE NURSERY GROWN WITH CENTRAL
ORIGINAL LEADER INTACT AND HEALTHY. FEB 2 7 19%
STATE OpMENT PLAN
WASHI Ty OF RENTOP
Brumbaugb & Associates � � REGISTERE
• AN 11C Ph1 ;E ARCCHIZECT `
gcapArcbitecturs�3 , , e �aces 5iltte 117 ARK H. BAUGH r'
Klrkbnd WA 98033
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ASPHALT
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NO DRIVEWAY
THIS SIDE
CONTROLLING BENCHMARK:
CITY OF RENTON BENCHMARK NO. 672
"CHISELED SQUARE IN CONCRETE WALK
6.5 FEET WEST AND 1.0 FEET NORTH
OF SERVICE ENTRANCE DOOR TO
SAM YOUNKER'S DATSUN."
ELEVATION = 20.94'
CONTOUR INTERVAL - 2 FEET
— ~ 6" CONC. CURB do GUTTER
CURB CUT
m P` 2FTH �-
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350.47' ,--=;__� -` -. - -_ NEW 6' WIDE SIDEWALK TELMH O
o gip' 3'19.85 I, N87'S0 23 W �-- _
T-
\ / ---1 I " 0 N87'50 23 - -"=------------== ==_s__ _ - -- WV
v LANDSCAPE do ' I -------------- W _� ----_=-=--- -
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-----JJ------- I V 400.15 „
I �� UTILITY ESMT. I I ■—•—•---•_-.------------- t - - -
w 7'50'23' W 251.4,$
/ STREET LIGHT ON i i —'— - —._.� , --
\ 3x3 CONC. BASE i
=� LANDSCAPE li N ' I I 1
UTILITY ESMT. I
P I7
L1 90'00'00„ I I RASE TWO j �, o �'
1
1 I I II = \ I WAREHOUSE ,
;
In
I
STREET LIGHT ON
R 33 CONIC. BASE
32.250 SQ. FT. 4' ELEVATED
L7 0.6 9TRUCK DAY ZPAVED WITH PHASE I CONSTRUCTION
FLOOK
SLAB •�
co DIRT i ELEV. .4'-0" 1
p DIRT Is,
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STREET LIGHT ON � O � �
3x3 CONIC. BASE I , I TRUCK DAY
I I
PROPOSED
( NOT PART OF PROJECT WATER QUALITY
SWALE
L_OT
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_
30' 0" p
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UTILITY 70. /
EASEMENT /
I I
RAILROAD
I I� N to EASEMENT
O
10 LANDSCAPE do RAILROAD
UTILITY ESMT. EASEMENT EXTRUDED CONCRETE GRADE LEVEL 860 SQ. FT. G
CURD TYP. • TRUCK DAY REFUSE AREA
PAVED AREAS I ENCLOSED W/ SIGHT GRADE LEVEL ti
I A = 70 58 36 % I ' 370,- • OBSCURING FENCE TRUCK DAY j
R 4 / Q /1
I � � % PAVED DRIVCWAY /
\ L = 471.78' tp / e FOR RAILROAD CAR /
/ ��.� SHUTTLE NOTE: LOTS A AND B TO BEf
^� � I COMBINED
l /LOT 5 Q r
J
I I OT A
6 i t
1 �'
-1 I I .� 2b' EXISTING 20' UTILITY P• / .� . '
EASEMENT TO BE VACATED
_
PROPOSED 6' HIGH CHAIN LINK ' PROPOSED 1 10' � 0''O� / 0 76'03'49
TYP"
FENCE W/ T BARBED WIRE TOP / RAILROAD ' -
IiJ PROPERTY LINE OF PROJECT ro �/ /. SPUR 1 , O 10 p / R - 443.37,
I �
L I
O� / _ /, •r � � 588.60'
— cy
P
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HORIZONTAL DATUM:
CITY OF RENTON
NAD 83/91
VERTICAL DATUM:
CITY OF RENTON
I I / ;'� /' j ' • /20 / r
I
I N O
PROPOSED r�
�,' DETENTION POND ' I
O �
ZI ,� / � lJ I O ,6��
POINT OF FROG 16 / �
ELEV.=16.6s N87'50'47"W
I
� O
PROPOSED -0„ I -� 2
i
16 ' �' WATER QUALITY
SWALE I /
,i 290.84 ' / N87'50'47"W I\ -------
-------------- - , \ro �\ UTILITY
—._.---------'L--------- - /--� 16 EASEMENT
6
ASP ALT �^ ... _ _ is 7---- t6 _ N87'50'47"W - - 517.5816
16
'
�' 16 c 18 BERM G
— BERM
/ 10" CONIC. RET. WALL
-01 i / �O=CONC. RET. WALL
O ASPHALT 7 PROPOSED
z = 03'49'33" WATER QUALITY x
_ - - - - - DETENTION A = 07'51'28" p = 02'33'59"
POND R = 605.87' ' R = 605.8,ASPHALT
SWALE
R NO2'09'13"E 20.00'
= 605.87 I = 40 46
I _-__----
L = 83.09 L = 27.14'
PROPOSED ACCESS AND UTILITY
BENCHMARK "H"
EASEMENT
SET BY OTHERS
CENTER BOLT, FIRE HYDRANT
LOCATION
AREAS
EAST SIDE OF LIND AVE. S.,
_
500't SOUTH OF S.W. 34TH ST.
ELEVATION = 19.44'
--- LOTS A & B, BURLINGTON NORTHERN
--- TOTAL SQUARE FOOTAGE OF SITE:
I
BINDING SITE PLAN
5.63 ACRES
--- SW 34TH ST.. BETWEEN LIND AVE.
--- BUILDING SQUARE FOOTAGE:
AND EAST VALLEY ROAD. RENTON. WA
WAREHOUSE. PHASE 1:
63.300
SQ.
FT.
CODE REQUIREMENTS
TEMPORARY OFFICE:
660
SQ.
FT.
I �
�
�
� � �
_ _,_ __ _ _ _ _-__
OFFICE BUILDING:
2.700
SQ.
FT.
1 1
TOTAL PHASE I
66.660
SO.
FT.
- BUILDING SETBACKS FROM PROPERTY
WAREHOUSE. PHASE 2:
32.250
SQ.
FT.
I 1 SCALE:
1"
40'-0"
LINE AT S 34TH STREET.
N b ED= 20'
REQUIRE---
TOTAL PROJECT
08.010
SQ.
FT.
BUILDING SETBACKS FROM INTERIOR
--- PERCENTAGE OF LOT COVERAGE:
PROPERTY LINES:
PHASE 1:
27%
REQUIRED: N/A PROVIDED: 20' MIN.
PHASE 2:
40%
--- BUILDING HEIGHT:
--- TOTAL PARKING AND TRUCK
MANEUVER
ALLOWED: N/A PROVIDED: 45'
AREA,
86.670
SQ.FT.
TOTAL LANDSCAPING:
52.272
SQ.FT.
PARKING ANALYSIS
VICINITY PLAN
N.T.S. N
ASPHALT
50 - 9' X 20' PARKING SPACES PROVIDED,
INCLUDING 2 - 9' X 20' HANDICAP SPACES.
1 - 8' WIDE VAN ACCESS AISLE PROVIDED.
EACH ACCESSIBLE PARKING SPACE SHALL
BE IDENTIFIED BY A SIGN REQUIRED PER
WAC 51-30.
ALL PARKING STALLS AND ACCESS AISLES
SHOWN ARE TO BE LINED WITH WHITE
TRAFFIC PAINT
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