HomeMy WebLinkAboutLUA98-125 Large FormatK.C. 7 7
COUNTYEr1T{;E MAPKINGTftI .t':P IS FOR Tim PURPOSE 4'
A;SSTII+G III LOCATII;G YOJ:' CITY 01 RENTON 6 7-93
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Sound Power .9 f 87 8 -F'2 E -
Note: Alap based on Rinq Co. t- is icon unrecorded plot of June, 1922- Th¢
8.!'• . e5 #ran5. 1• esrn 60¢ and
does
not agree w%
t/r B.PA- A.F 5959 d P.5. P. FL• R/+"'
rec• A.F•329L927 and 324a06 resp. IZ G.O E' , ;,•; ruct edFromdeedsrEt- NW 29-2'3_5a i
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LG 55`47'56"
R = 304.26'
T = 161.09'
L = 296.31'
S f TE FL,4N
PIPING LEGEND --
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VICINITY MAP
TRAFFIC ISLAND
UTILITY LEGEND:
BSL BURIED STREET LIGHTING
BT BURIED TELEPHONE
BP BURIED POWER
G GAS
OP OVERHEAD POWER
P POWER
SD STORM DRAIN
SS SANITARY SEWER
T TELEPHONE
W WATER
N 16'2040" W
I
A = 55'47'56"
o2" 67•26' 1sro6`
R = 304.26' 9s00,w
T = 161.09'
L = 296.31'
w
rn
M
00
cp
S
7), 62'06'06"
SJ 1494917" 89'58'35
Z
11, S 21'19'15" E 316.03'
SCALE = 1" = 50'
Zo
fV
SCALE 1" = 1/2 MILE +/- BM
EL.=223.83 TOP N.E. COR. LIGHT
DARD CONC. BASE AT MOST W'LYE
1
PUGET COROF SP T__EHoi3oDRV/'E S> GRg
E
GUFZ
P
GpLi ' S•41 34 23
32
30 28
lc
2 HYDRANT
2523 90
206` ,ems
RANTAND6
GO<
J S
R pE
38 45 36 28 WATER
VALVE STREET I
LIGHT L
N
F
WPC 38 ' T C, _ T C 30 T 0 1 C. a 26
24 _ 22
20 CEO
0 40.66 F 33.10 F L. _3 52 I N FC. , 28.43 T C Ft
GN
40 F L. _ 35.59 L. =
32.60 0 02 2 96
26 4 D 2 4 2
LIGHT 35.10 4 BOX t 8 OF842 >
20 T.C.=22.41 T.
C.=18.07 gN
g
E
43.51 ES `
P\
GP/MANHOLE
37.
68 WATER
F.L.=21.93 19.
71 F.
L.=17.62 a
o 22 46.
00 LPNg ESE T.E.=4Q08 94 •
4
30• g 30,5' DRIVEWAY ONGRI.E.=37.9 g5• 22.52 44 ,
2' G
T.C.=40.75 46 _ _
34 _ _ .. 3 63
1
38.p' 18.0' DRIVE Fg $ \-
2
T.
E.=25.60 / 20. 8 46
Egg G
T.
C.=43.30 03 6..20 353_ -'"9 I.
E.=24.20 _ -ON P.L. 18.
12 T.
E. - 4. 46 7.88 1
8.47 ONG F.L.=42.8 41 - `
r
I.E.=24.96 48
6
G
Zg.
NP .
6
STORM`_ '
65
CON 40 -6"Sp 5ET
TACK IN LEAD 8 CURB r'
T.C.=45.94 GFz 436G 06 y S 5 MANHOLE 15 2 CONCRETE Zg. O WITH
BRASS SHINER 0
G0 % + 0 + T.E.=35.25 ( 36• _f RIVEWAY + 3 8 20 ° + 3 + 48 F.
L.=45.43 40 I.E.=34:05 556 141 6 / 10' BEJILDING Q Q . AREA 51.
12 50 O. 4610
P PN(
sR
43 /
SETBACK
LINE 6.5 10' UTIL TY EASEMENT LIGHt
STORM
C.=
48.48 5 MANHOLE WATER EXIST. A/C PVM'T. CANOPY
REC. NO. 7602260424 28 F.
L:=47.90 / TANK FILL PUMP VALVE 12,
000 GAL. ISLAND -`. I SUPPORT 30 9 0 T
46 UNLEADED POSTS 26 20 L. _
0.98 56 / 4511 36 ,6 1 2G g 18 5048
0 48.63 4 4
30
40 g0 3a 2 2G 5 6a 29 85. 018 + 53.49 E52 0 . + 42 64. 6 23 M /38.5 34 98 5
00 w26 2
3' CONC. WALK o
STEEL FRAME 3 16+
Q. Z,. 8"
CURB B. 2 54
CONCRETe 09BUILDING N 34 32
2.
8' 5,.2 , `
PAD BUILDING T.C.=
53.47 0 13I0' 3} 6 3a 11. P.L.=
52.96 TANK FILL .25 Hri//vo-6 600 15' BUILDING 22 5,000
GAL. 3 + SETBACK..
LINE PLANTER 55.92 / \
ri 49 04
4 4
REGULAR
3g `JZ 31 1 31 of 56 35 4 Q
6 53.6 * +
56 3
80 (k k 1 q9 6 43.2g 90 + S 0 36 6a+ I + METAL TRASH ENCLOSURE 61 129 5 24 2
STORY
WOOD FRAME 48 40 (
ON CONCRETE SLAB WITH 32. J , OFFICE
F.LC
55 .03 GJ
O
Q
N
8
000
GAL. 42 38 ( BRICK FACADE 13 J
F.F=
21.29 GN0 SUPER
UNL. 46 I o ^ 67
a
o 32
3 4 + 24 6 WOOD
STEPS
TURBINE ACCESS
2g Q " 0 36 92 o_ CONC. 58.22 / (TYPICAL) ' Og ~
5 54
OVER 6 1 SLAB 1 e -. 54 ' 10' BUILDING Y GUARD 6•RECORD
LOCATION
586.2 , 5 5 a 10' BUILDING 44 g P.
L. 2-I 5`'/+56 55.
5p'
42 SETBACK LINE
4625 436 40 G 3
SETBACK
LINE 3 RAIL 0.05' 6" SANITARY SEWER 58 /+ 25' +%-
HIGH 51.40 - 61 + + + L_ + +
W
V'
s MOBIL SELF
SERVE 4a' 5 4p,
0 31
53 3.24 36 PRICES SIGN, :
44 5 + N52 50
CONC. LIGHT BASE _ 36 9 m , I 34 6 65' 26 52 T.C.=
58.28 / WITH 3 TANK VENTS o LIGHT
SET
R
BAR C-I 0.17 / F.L.=57.84 \ v " J 6"SS HEAT FANS W-A
ER - 0 & I.D. CAP STANDARD SET60TACK
IN
LEAD / g111 METER 36 WITH
B
ASS SHINER 0,35'
3, 5r
48 4 5 49 2...24 D 52'
0 49 .. 4a 63 4'j • 4 8 4p.2 3a • 2 C.=
59.
92 5874 58.10 \ / 320 26 F.L.=
59.3 T.0 _58 28 5.00' 99.5' 31.0' 46 g2 45 3 g1 1 3 28 F•_.- IENDOF
44 TRAFFIC '
C
38 , WALK 2a"
I 30 LIGHT S`
POWER O
PLANTER ELECTRIC VAULT 42 + 61.87GQO T.C.=58.46 56 MANHOLE -/
BM CONCRETE 48 STREET LIGHT :46 (FLUSH) PLANTER `r-
i
0.3'
40 T 32 POLE
WATERWP
F.
L_=58.01 GUY ANCHOR 5 EL.=
254.
97 CHISELED SQ. N'LY DRIVEWAY p&T
BOXFK 44 4 3:. MANHOLE
SET
TACK LEAD COR.
POWER
VAULT P&T o 9
a
I P&T TEL J
F•
H 34 + 5 0 T C.=
61.43 , T.C.=60.03 6 4 30 9 ro 50 -7 24 94 I 5 0 9 SEfJTRY \ 0 W.M. F L.=
61.03 F.L.=59.47 58 571 G 55 26 G ,54 a2 _52 6 2 50 G ,4g
o
4
19
9 46 5 G 44 46 _ 43 3 0 0 4 `n
a 0 SANITARY SEWER G•'
S65 • 55• •
53• G•' <j2? 49 C 4I.4 G 45 j• 44' C 429 0 G•' 4 32 G 3a•4 / 8 ..5
g
5 43 64 MANHOLE
F
F F -L 9 G. l8 POWER VAULT 6"
CONCRETE CURB W/V UTILITY POLE WITH gT-?"- G 36• 36 64.
12 TELEPHONE
56 PAINTED LANE STRIPES o 38 g - 12" CONCRETE GUTTER
3 POWER DROPS 62 ASPHALT TRAFFICMANHOLE (FLUSH) (TYPICAL) 46 TELEPHONE SET TACK
5 ISLAND 54
52
50
48 44 42 MANHOLES IN LEAD 60 ag +6
g +^ 4 4a
40 46 94 45 S - 40 - i - 3- 36
25
a
o 00
5 5 + 3Q gfie 6?
545 53• 5 CENTERLINE OF 100' RIGHT-OF-WAY 45 423 b, '593 BENSONHIGHWAY c - 6"
CONCRETE CURB & `o
12" CONCRETE GUTTER 6
5.0' CONCRETE WALK
35.0' DRIVEWAY 72.
0' I i LEGAL DESCRIPTION:
THAT
PORTION
OF THE
SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST,
W.M., IN KING COUNTY, WASHINGTON, ALSO BEING A . PORTION OF PARCEL
NO. 32 AS DESCRIBED IN INSTRUMENTS RECORDED UNDER AUDITOR'S FILE
NOS. 5959604 AND 6150334, DESCRIBED AS FOLLOWS: BEGINNING AT THE
NORTHWEST
CORNER OF SAID SOUTHWEST QUARTER; THENCE SOUTH 2'06'
30" WEST ALONG THE WEST LINE THEREOF 494.94 FEET TO THE SOUTHERLY
LINE OF PUGET SOUND POWER & LIGHT COMPANY'S 120 FOOT RIGHT-OF-
WAY, AS CONTAINED IN INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO.
5687370; THENCE NORTH 74'32'17" EAST 297.53 FEET TO A POINT
ON THE EASTERLY LINE OF PUGET DRIVE, SAID POINT BEING THE TRUE POINT
OF BEGINNING ON PARCEL 32; THENCE SOUTH 16'20'40" EAST
ALONG SAID .LINE 1047.42 FEET TO THE. TRUE POINT OF BEGINNING OF THE TRACT
HEREIN DESCRIBED; THENCE NORTH 68'39'20" EAST 135.50 FEET
TO A POINT ON THE WESTERLY LINE OF BENSON ROAD, SAID LINE BEING THAT
DESCRIBED IN SAID PARCEL 32; THENCE SOUTH 21.20'40" EAST
ALONG SAID WESTERLY LINE 291.82 FEET; THENCE SOUTH 17'51'28" WEST
ALONG THE RIGHT-OF-WAY INTERSECTION OF BENSON ROAD AND PUGET DRIVE 48.
36 FEET TO A POINT OF CURVATURE ON THE EASTERLY LINE OF PUGET
DRIVE; THENCE ALONG THE EASTERLY LINE OF PUGET' DRIVE ON A
CURVE TO THE RIGHT HAVING A RADIUS OF 304.26 FEET, AN ARC DISTANCE
OF 296.30 FEET; THENCE NORTH 16'20'40" WEST ALONG SAID LINE 67.
26 FEET TO THE TRUE POINT OF BEGINNING. EXCEPT THAT PORTION THEREOF
CONDEMNED BY JUDGMENT AND DECREE OF APPROPRIATION FILED UNDER KING
COUNTY SUPERIOR COURT CAUSE NO. 668210. I N N.
HIT
y
WASy, yc C-4
Sz FGISTEP
ONAI ll
h
REGISTRATION
N NOTES: ZONING:
SITE IS
ZONED
B-
1 (COMMERCIAL BUSINESS) BEARINGS: BASED ON DEED
DESCRIPTION.
AREA: SITE AS SHOWN
CONTAINS
32,067 SQUARE FEET OR 0.7362 ACRES. SETBACKS: 10 FOOT BUILDING
SETBACK
FROM STREET FRONTAGES 10 FOOT LANDSCAPE STRIP
ON STREET FRONTAGES NORTH LINE IS ADJACENT
TO RESIDENTIAL ZONE - REQUIRED LANDSCAPE STRIP IS 15 FEET
OR 5 FOOT STRIP WITH 6 FOOT HIGH SOLID BARRIER FENCE). TITLE REPORT: THIS
SURVEY
CONDUCTED PER
LEGAL DESCRIPTION AND EASEMENTS CONTAINED WITHIN TICOR TITLE
INSURANCE COMPANY, ORDER NUMBER A- 386926, DATED NOVEMBER 3,
1988. SUBSTRUCTURES: BURIED UTILITIES ARE
SHOWN
AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS AND VERIFIED
WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. WE ASSUME NO
LIABILITY FOR THE ACCURACY OF THOSE RECORDS. FOR THE FINAL LOCATION
OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY
OWNER/AGENCY. ELEVATIONS: ELEVATIONS REFER TO
CITY
OF RENTON ELEVATION DATUM. SEE DRAWING FOR BENCH MARKS SET
FOR SITE USE. I BP OIL CO.
RETAIL
MARKETING DESIGN AND
ENGINEERING 200
PUBLIC SQUARE CLEVELAND,
OHIO 44114 BUSH,
RCED, AND HITCHINGS,
INC. CIVIL ENGINEERS/LAND SURVEYORS
2Q09 MINOR AVENUE EAST
SEATTLE, WASHINGTON 98102 BRH (
206) 323-4144
FAX (206) 323-7135 S U R V
EY PLAN NEC-BENSON 8c PUGET
r 2022 SOUTH PUGET
DRIVE
RENTON, WASHINGTON GRAPHIC SCALE
DWG. NO.:
91061 .00 REV.: _ r • zo 0 10zo
40 80 SCALE: 1" = 20' MADE
BY: M.A.J. DATE: -15 22 91
ICHECKED BY: REVISIONS DATE DWN CKD
IN FEET ) ADDED ELEVATIONS &
CONTOURS 4 18 91 .J.P. S.A.H. 1 inch = 20 ft.
BRH CAD 3 E:\
CAD\3P\MARSH\9?76' C' 0 A 91061
TRAFFIC ISLAND
UTILITY LEGEND:
BSL BURIED STREET LIGHTING
BT BURIED TELEPHONE
BP BURIED POWER
G GAS
OP OVERHEAD POWER
P POWER
SD STORM DRAIN
SS SANITARY SEWER
T TELEPHONE
W WATER
N 16'20'40" W
Ssros'oz' 67.26'
55'47'56" / 95*00'OCr
R = 304.26' /
T = 161.09' /
L = 296.31'
621140*49'17"
y S 21 *19'15" E 316.03'
SCALE = 1" = 50'
ui
w
0
N
a
00
c0
ii
VOMTY VAP
0
N
SCALE 1" = 1/2 MILE +/-
BM IS
EL.=223.83 TOP N.E. COR. LIGHT
33 3p•. S> 2 - --
OARD CONC. BASE AT MOST WILY S0U Hc
R I COR.F
SrT' V? GORg
35
47 23 32
30
8
2
2jd8
2S? 90 O6'
B GONGR ES
P 3
445
3634 28
WA
ERHYDRANVALVE
3 T
ANDSTREET24 LIGHT
r.0 .
0 TC \ - 26 "' 22 20
N OF
NP
0.
66
38 _ F.
1.=
32 60 3.10
FC.3 FC.,2 89 3F C_2 SIRE--E PAN RAG40 =35.59 6 26. LIGHT BOX T.C.=22.41 pF 8042 /
F.
L.=
35.10 4 242 18 43.51
GP WATER 37.6$ 0 19.71 F.L.=21.93 T.C.=18.07 F.L.
G 17.
62
r1 PAS
MANHOLE fl = SCR / 0-
B 5
G g2 a CD 22 46.00
LPG`/ RE T E.=
40.08 gA 35. 5 fig• 30.5' DRIVEWAY 22.52 GONG T.
C.=40.75 I.E.=
37.9 5• P P \
N44 2 $.
G6
34 _ .._......_ . 3 65 2 18.
0'
DRIVE 0 3 3
T.
E.=
25.60 20. 8 LE.=24.20 -
ON P.L. 18.12 T.
C.=43.
30 05 62 T.E.=25 46 .88 r I.E.=
24.
96 8.47 46GONG F.
L.=
42.8 1 !STORM I
6..
SET TACK IN
LEAD 8 CURB 6 P SD
q.0 WITHBRASSSHINER 48 _ E 6Q6155MANHOLE 565 21 CONCRETE 29• 90 a 0 0. T.C.-45.94 ONGR j 0 +3 T.E.=
35.
25 I 36 61 1 2RIVEWAh {- I 25 8 20 ,g 3 F.L.=45.
43 G / " 10' BUILDING I.
E.=34.05 'S5 331 AREA 51.12 50
p, PN(ER , 6 / SETBACK
LINE 15 LIGHT STORM 6
0
P G / 36. 10' UTILITY EASEMENT MANHOLE WATER EXIST.
A/C PVM'T. d C.=48.48 /
TANK FILL CANOPY3
1. F.L.=47.
90 PUMP SUP ORT REC. N0. 7602260424
30 28 VALVE +
O
2
OA / 12,000
GAL.
ISLAND - , I POS T,, 20 g 2 G6 UNLEADED
1
2618 0.98 36
6 $ lay 2p 9 50 53.49 52
0 50.48 0
48.63 +a 30 6A bl0 g0
43 g1 ` 3 0 /38' 3 gB
29 6 20 18
3' CONC. WALK 00, a z
36. o STEEL FRAME.
33°0 Y2 g56 8" CURB '12 rq U 1.
Q' 21. 11 54 / COCR 0'
BUILDING N 34 32 I
0
2.8' PA ErE BUILDING
1- 51.2 DJ1 3a 11. T.C.=53.
47 10 5 13 0 J1 •
ri 5g. p0 15' BUILDING 22 - SF.L.=52.
96 ___....__ TANK FILL -I.2 + + 30.6 g6• SETBACK. LINE PLANTER L 5,000
GAL ' 0 ,,° z 55.92 / 9
Q4 a 1 REGULAR ID9 p2 3' 36 351 Q 6 56 53.
6 * ,
j
5.2g 4 g0 + J, p"I I
6 68+ I + METAL TRASH ENCLOSURE 61 ° 295 24 2 STORY WOOD
FRAME 53.80 Ik
4g 6 48 40 ON
CONCRETE
SLAB WITH 32' J OFFICE N
TANK
FILL
38 BRICK FACADE ¢ F.F=21.29 T.C.=56.
03 GJ / O 8,000 GAL. 42 I a
o2 +
2 6 WOOD STEPS
F.
L.=55:56 SUPER UNL. 46 0 56• 58.
22 FGN
TURBINE ACCESS Zg O O o 36 3 g2k 5 , Q I CONC. Q TYPICAL " I 6
O G 56 -... 54
44 ) 0g 10' BUILDING J
GUARD
P.L. LER 6515 RECORD LOCATION58 6.2 G
ti 515 58 04Z 10' BUILDING 623 A363 4030 311 SETBACK LINE RAIL 'Fnl 0.05' 2 6" SANITARY SEWER ro ` + 5 5 SETS
CK LINE 58 /+ . 25' +%- HIGH S
40. }
1 + + + O 12
3 8 6 0.
1
2 36 + 0 5b 10 + N 5 5 MOBIL
SELF
SERVE A
15 4 3 a 1 W/Vs H OPRICESSIGN5250CONC. LIGHT BASE 3695 m4 ' 6.65'265 z,Z2 +Z13 g WITH3 TANK
VENTS 0 LIGHT SET REBARCl 0.
17 T.C.=
58.28 /
STANDARD - ¢"SS + HEAT FANS F.L.=57.84U/{
3.... ... c`rv- r' I.D.+CAP 2_+
60 / METER __..... & 26. 5 {
SET TACK IN LEAD
5 36 ZA' `2.24 0; 35' WITH B9SSSHINER
5655 A3:A8....... . 4 $.. 4.25 38'49 320 26 5a
458.
10 - / 0/.
O_='591.92 3T.C. 28
5.00 99..5' 31.0' - G692 A515 END OF 28 r .E..5$ 38 +
WALK Z8 30
TRAFFIC
POWER PLANTER ELECTRIC
VAULT o + LIGHT O c'
56
MANHOLE s
CONCRETE
48 STREET LIGHT 42 0.3' 40... 32
61.87 / POLE G T.C.=
58.46 BM 46 (FLUSH) PLANTER N P 5 DRIVEWAY BOX
F.L.=58.01
GUY ANCHOR EL=254.97 CHISELED SQ. N'LY 44 V Y 3$ COR. POWER VAULTCD P&
7 MWATER ANHOLE
SET TACKLl
P&T
P&T
CD 59a1 ,fa-'f
F.
H. 34 35 IN LEAD TEL. -! W.
M. + T.
C.=
61.43
T.C.=60.03 6 I 4. 6 0• q9• 5 0 9 SENTRY
30 9 62 50g162q49310 • 1 58 5-70
55 6 5 2 52' S ' q1. 5 q6 q3. 0 2 G 3 q0 F.L:=61.
03 F.
L.=59.47 G 6 51 G.% 552 G , 538 G 222 G• g 0 G.% Ag G•' 5 1 S C' qq. G.% A2g 0 G &v . 38• a 5 g +35 43 5 SANITARY SEWER G F
L F F `
F • 9 G ' 36 a 36 64 MANHOLE i W/V
Gy 6" CONCRETE CURB UTILITY POLE
WITH 8' I 3-8 8 TELEPHONE POWER VAULT PAINTED LANE
STRIPES 2 TELEPHONE SET TACK 56 12" CONCRETE GUTTER 3POWERDROPSIN64.12 62 ASPHALT
TRAFFIC
MANHOLE (FLUSH) 48 44 (TYPICAL) 46 ' 42
MANHOLES LEAD
S5 ISLAND 54 52 50
gA40 ----- + 5 65 82
6 50 Ep
88 51 51 51 8 4g 9 416.6.
455 I -- / + 6 56 28 5A5G
5.
00
5 55 CENTERLINE OF 100' RIGHT-OF-WAY r 254 0 92 3g 3 BENSON H T H WAY - -
6" CONCRETE CURB & o 12" CONCRETE GUTTER
RAISED ASPHALT ISLAND 5.
0' CONCRETE WALK
35.
0'
DRIVEWAY
72.0' GRAPHIC __-'-CALE
20 0 10 20 40
IN FEET )
1 inch = 20 ft. 80
LEGAL DESCRIPTION:
THAT PORTION OF THE
SOUTHWEST
QUARTER OF
SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN
KING COUNTY, WASHINGTON, ALSO BEING A PORTION OF -PARCEL NO. 32 AS
DESCRIBED IN INSTRUMENTS RECORDED UNDER AUDITOR'S FILE NOS. 5959604 AND
6150334, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF
SAIQ
SOUTHWEST QUARTER; THENCE SOUTH 2'06'30" WEST ALONG
THE WEST LINE THEREOF 494.94 FEET TO THE SOUTHERLY LINE OF PUGET
SOUND POWER & LIGHT COMPANY'S 120 FOOT RIGHT-OF-WAY, AS CONTAINED
IN INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 5687370; THENCE NORTH
74'32'17" EAST 297.53 FEET TO A POINT ON THE EASTERLY
LINE OF PUGET DRIVE, SAID POINT BEING THE TRUE POINT OF BEGINNING ON
PARCEL 32; THENCE SOUTH 16'20'40" EAST ALONG SAID LINE
1047.42 FEET TO THE. TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE
NORTH 68'39'20" EAST 135.50 FEET TO A POINT
ON THE WESTERLY LINE OF BENSON ROAD, SAID LINE BEING THAT DESCRIBED IN SAID
PARCEL 32; THENCE SOUTH 21'20'40" EAST ALONG SAID WESTERLY
LINE 291.82 FEET; THENCE SOUTH 17'51'28" WEST ALONG THE RIGHT-
OF-WAY INTERSECTION OF BENSON ROAD AND PUGET DRIVE 48.36 FEET TO
A POINT OF CURVATURE ON THE EASTERLY LINE OF PUGET DRIVE; THENCE ALONG
THE EASTERLY LINE OF PUGET DRIVE ON A CURVE TO THE
RIGHT HAVING A RADIUS OF 304.26 FEET; AN ARC DISTANCE OF 296.30
FEET; THENCE NORTH 16'20'40" WEST ALONG SAID LINE 67.26 FEET TO
THE TRUE POINT OF BEGINNING. EXCEPT THAT PORTION THEREOF CONDEMNED BY JUDGMENT
AND DECREE OF APPROPRIATION FILED UNDER KING COUNTY SUPERIOR COURT
CAUSE NO. 668210. 0 N N. HI T,y/
NAS
H,
ti'1'Gs c a •
O i 9FGISTEP L
IAN REGISTRATION
NO. 22333NOTES:
ZONING:
SITE IS
ZONED B-1 (
COMMERCIAL
BUSINESS)
BEARINGS: BASED ON DEED DESCRIPTION. AREA: SITE
AS
SHOWN CONTAINS 32,067
SQUARE
FEET OR 0.7362 ACRES. SETBACKS: 10 FOOT BUILDING SETBACK FROM STREET
FRONTAGES
10 FOOT LANDSCAPE STRIP ON STREET FRONTAGES
NORTH LINE IS ADJACENT TO RESIDENTIAL ZONE -
REQUIRED LANDSCAPE STRIP IS 15 FEET OR 5 FOOT
STRIP WITH 6 FOOT HIGH SOLID BARRIER FENCE). TITLE REPORT: THIS SURVEY CONDUCTED PER
LEGAL
DESCRIPTION AND
EASEMENTS CONTAINED WITHIN TICOR TITLE INSURANCE COMPANY, ORDER
NUMBER A- 386926, DATED NOVEMBER 3, 1988. SUBSTRUCTURES: BURIED
UTILITIES ARE SHOWN AS INDICATED
ON
RECORD MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY
FEATURES LOCATED IN THE FIELD. WE ASSUME NO LIABILITY FOR THE
ACCURACY OF THOSE RECORDS. FOR THE FINAL LOCATION OF EXISTING UTILITIES
IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY OWNER/AGENCY. ELEVATIONS:
ELEVATIONS REFER TO CITY OF RENTON
ELEVATION
DATUM. SEE DRAWING FOR BENCH MARKS SET FOR SITE USE.
BP OIL CO. RETAIL MARKETING DESIGN AND
ENGINEERING 200 PUBLIC
SQUARE CLEVELAND,
OHIO 44114 BUSH,
ROED, AND HITCHINGS,,
INC. CIVIL ENGINEERS/
LAND SURVEYORS 2009 MINOR AVENUE
EAST SEATTLE, WASHINGTON 98102
8RH (206) 323-4144
FAX (206) 323-
7135 SURVEY PLAN NEC BENSON & PUGET 202,2
SOUTH PUGET
DRIVE RENTON, WASHINGTON
DWG. NO.: 91061.00 REV.:
SCALE: 1" =
20' 1 MADE BY: M.
A.J. DATE: 5 22` 91 ICHECKED BY: REVISIONS
I DATE I DWNJ CKD BRH
CAD 3 E:\CAD 9Q`V,`-- .:
KEY NOTES O INSTALLATION
NO
c
0
I
0
N 0
ow
w
In
00
0 Co
rn
N
J J
W J
LL or -
I of
w Q
U
20
z, = 55'47'56"
R = 304.26'
L 296.031'
SOUTH PUGET - - DRIVE
r------ --;
2 13 - ------ _ __ I
I
N 16'20'40 W
3 I 67.26' i
r
It
I
1
I
TYP.
TYP. i I ' ` 12 !
TYP.
10
I TYP. I ' °°
1
ORp i I; °
TYP. i 4 1
I
TYP. j TYF
ro I
JS17'S1'28" W ------------ ---------------
GRAPHIC SCALE
0 10 20 40
51TE FLAN
JOB. NO. 2SW41
IN FEET )
1 inch = 20 ft.
80
It, = 20'
BENSON.
S 21 '19' 15" E 316.03'
HIGHWAY
KEY NOTES O DEMOLITION BY GENERAL CONTRACTOR
iTEI";
NO.:
I. REMOVE EXISTING MP 'S TO SALVAGE PER TOSCO MARKETING
2
3
COMPANY CONSTRUCTION MANAGER'S INSTRUCTIONS.
r
REMOVE PORTION OF EXISTING DOGBONE FUEL ISLANDS
AS/IF NECESSARY TO INSTALL NEW DISPENSER CONTAINMENT (BRAVO) BOXES.
REMOVE ALL OR PORTIONS OF EXISTING CONCRETE SLABS AND ASPHALT
PAVING AS/IF NECESSARY TO REMOVE EXISTING U.S.T. EQUIPMENT, ETC_
AND INSTALL NEW U.S.T. EQUIPMENT, ETC.
NOTE:
A. REMOVE EXISTING GONG. SLAB TO EXISTING
EXPANSION OR CONSTRUCTION JOINT IF REQUIRED
DEMOLITION IS WITHIN 2'-0" OF EXISTING EXPANSION
OR CONSTRUCTION JOINT.
B. REMOVE ENTIRE EXISTING CONCRETE FUEL TANK SLAB.
REMOVE EXISTING UNDER zROUND PRODUCT AND STAGE 2 PIPING.
REMOVE EXISTING UNDERGROUND STORAGE TANKS (U.S.T.'S).
REMOVE EXISTING UNDERGROUND AND ABOVE GROUND VENT
PIPING,
PIPING LEGEND = INDICATED)
s " 574GE 11
REGULAR
PLUS
s------------- SUPER
ITEM PROV. INST. GC= GENERAL CONTRACTOR O=OTHER
NO.: BY: BY: TMC=TOSCO MARKETING COMPANY R=RETAILER
I. TMC GC EXISTING MPD'S. REMOVED TO SALVAGE PER T05CO MARKETING COMPANY CONSTRUCTION MANAGER'S
INSTRUCTIONS AND NEW MPD'S. (5EE F51.2-F51.1) INSTALLED ON MODIFIED EXISTING DOGBONE FUEL ISLANDS
WITH NEW DISPENSER CONTAINMENT (BRAVO) BOXES AND NEW BOLLARDS.
2. GC GG NEW 2" DIA. FIBERGLASS PRODUCT PIPING WITH 3" DIA. SECONDARY CONTAINMENT PIPING. SEE F51.2 THRU
FS1.1
3. - - - - NOT USED
4. -- GG NEW CONCRETE TANK/ EX15TING CONCRETE FUELING SLAB SEE SHEETS F51.2 THRU F51.1
5. - - - - NOT USED
NOT USED
NOT USED
S. GC GC UPON INSTALLATION a APPROVALS OF NEW OR REVISED PIPING, CONDUIT, PLUMBING, ETC. REPAIR EXISTING
CONCRETE SLA55 AND ASPHALT PAVING TO MATCH EXISTING. NOTE: 8" THICK, 3000 PSI MIN. CONC. REQ'D m
TANK AREAS W/ 03 BAR 9 18" O.C. EACH WAY m SLAB CENTER (TYP)..PROVIDE 1/4" X 1-1/2" CONTROL JOINTS s
APPROX. 10'-0" O.G. EACH WAY g TANK AND FUELING SLABS. (ox(oxro WWF ACCEPTABLE REINFORCING
IN DRIVE 5LA5(5). NOTE: REPLACE EXISTING CONCRETE TANK SLAB WITH ASPHALT PAVING.
9, GC GC NEW ELECT. WIRING FOR NEW CONDUIT. RUN NEW CONDUITS INTO NEW/EXISTING
FUEL GUTTER. (INSTALL SEAL -OFF AS REQ'D. BY "N.E.C."). GC TO COORDINATE SET-UP
WITH A TOSCO MARKETING COMPANY CONSTRUCTION MANAGER.
10. GC GC PROVIDE NEW 3" DIA. GALV. VENT RI5ER PIPING WITH VENT TO 12'-0" ABOVE FINISH GRADE (MIN.)
AS SHOWN AND PER F51.2 THRU F51.1 DETAILS.
Il. GC GC UPON COMPLETION OF ALL WORK, ALL PRODUCT LINES TO BE PURGED AND CLEANED
OUT, GG 15 AL50 RESPONSIBLE FOR THE CALIBRATION OF ALL DISPENSERS AS
REQUIRED.
12. GC GC PROVIDE (1) NEW 3" DIA. FIBERGLASS VENT PIPE TO NEW/EXISTING U.S.T.S PER SHEET IF 1.3.
13. GC GC PROVIDE (1) NEW 3" DIA. FIBERGLASS STAGE 2 PIPING FROM ALL U.5.T.'5 TO EACH DISPENSER.
14. GC GC REDUCE STAGE 2 PIPING FROM 3" DIA. FIBERGLASS TO 2" DIA, FIBERGLASS INTO DISPENSERS AREA.
ATTACH TO STAGE 2 CONNECTIONS FROM DISPENSERS AT CONTAINMENT (BRAVO) BOXES.
15. TMC GC (2) NEW 12,000 GALLON, 10' DIA., DOUBLE WALLED FIBERGLASS U.5.T.'5. SEE SHEETS F51.2 THRU F51.7 FOR DETAIL.
16 - - - - NOT USED
17. - - - - NOT USED
18. GC GC VERIFY STAGE 2 AND VENT PIPING LAYOUT WITH TOSCO MARKETING COMPANY FUEL 5Y5. STANDARD
DRAWINGS.
19. -- -- EXISTING CANOPY COLUMN.
20. - - - - NOT USED
21. - - - - NOT USED
22, - - - - NOT USED
23. - - - - NOT USED
24. TMC GC INSTALL NEW GILBARCO "G-SITE" P.0.5. SYS. PER CURRENT T05CO MARKETING COMPANY CONSTRUCTION
MANAGER'S INSTRUCTION.
25. TMC GC INSTALL NEW 3M INTERCOM SYS. PER TOSCO MARKETING COMPANY CONSTRUCTION MANAGER'S
INSTRUCTIONS.
GENERAL NOTES
1. CONTRACTOR TO FURNISH ALL LABOR, EQUIPMENT AND MATERIALS INDICATED AS SUPPLIED BY GC, AND PERMITS TO PERFORM
THE WORK AS INDICATED ON FUEL SYSTEM DRAWINGS. CONTRACTOR TO V151T THE SITE TO VERIFY ALL CONDITIONS THAT MAY
AFFECT THIS PROJECT. ALL WORK 15 TO BE DONE IN ACCORDANCE W/LOCAL CODES AND PER MFGR. RECOMMENDATIONS.
2, CONTACT T05CO MARKETING COMPANY CONSTRUCTION MANAGER/ JOHN PATTON (206) 442-1321 / (S16) 558-1612) OR MEL M.
LEE, P.E. (20(o) 123-4191 FOR ANY QUESTIONS ABOUT THIS PROJECT.
3. THE GG SHALL PROVIDE THE EXISTING FUEL DISPENSERS MANUFACTURER, MODEL NUMBER(5)AND SERIAL NUMBERS TO THE
T05GO MARKETING COMPANY CONSTRUCTION MANAGER AS SOON AS POSSIBLE AFTER AWARD OF THE PROJECT CONTRACT.
4. GC IS RESPONSIBLE FOR ANY DAMAGE (ABOVE OR BELOW GRADE) TO THE EXISTING FACILITY, DURING CONSTRUCTION.
5. GC TO WARRANTY ALL WORK AND MATERIAL FOR I YEAR. THESE PLANS ARE SCHEMATIC ONLY. GENERAL SCOPE 15 DEFINED,
HOWEVER, THE TOSCO MARKETING COMPANY RESERVES THE RIGHT TO ALTER OR EXPAND THE SCOPE OF WORK. THE TOSCO
MARKETING COMPANY WILL DIRECT ANY ADDITIONAL WORK THAT MAY BE REQUIRED.
6. GC IS RESPONSIBLE FOR BLUE STAKING THE EXCAVATION AREAS AND LOCATING ANY UNDERGROUND UTILITIES. RE-ROUTE 411"
EXIST. UNDERGROUND UTILITY LINES AROUND EXISTING CANOPY AND NEW FUEL SYSTEM IF CONFLICT EXISTS.
FUEL PIPING DRAWINGS ARE SCHEMATIC ONLY. vERIFY ALL INSTALLATIONS AND EQUIPMENT WITH A T05CO MARKETING
COMPANY CONSTRUCTION MANAGER. ALL NEW EQUIPMENT INSTALLATION TO BE PER MFGR. RECOMMENDATIONS AND PER ALL
APPLICABLE GOVERNING CODES.
8. GC SHALL COORDINATE START UP OF DISPENSERS BY 5ME, MSI EQUIP. BY M51 AND VEEDER ROOT EQUIP. BY N.W. PUMP.
9. GC SHALL GLEAN -UP DEBRIS AND HAUL AWAY SAME ON A CONTINUOUS BASIS, INCLUDING ALL REMOVED PAVING AND
EXCAVATION SOIL.
10. ALL REQUIRED PAINTING TO BE COMPLETED BY GC, INCLUDING NEW OR EXISTING FUEL ISLAND FORMS AND BOLLARDS/BP
DARK GRAY, EXISTING CANOPY COLUMNS AND NEW VENT RISER(5)/5P LIGHT GRAY, NEW AND EXISTING SPILL BUCKET MANHOLE
COVERS AND SNOW PLOW RINGS AS FOLLOWS: 1. SUPER/RED, 2. MIDGRADE/BLUE, 3. UNLEADED/WHITE, AND 4. VAPOR/ORANGE
11. ANY CONTRADICTIONS ON THESE PLANS SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. GC SHALL VERIFY EXACT
SCOPE OF WORK W/TOSCO MARKETING CONSTRUCTION MANAGER.
12. BEFORE INSTALLATION OF OPW-6150 FLAPPER CHECK DROP TUBE, CAP AND ADAPTER, THE CONTRACTOR SHALL VERIFY
WHETHER THE TANK 15 EQUIPPED WITH A FLOAT BALL CHECK VALVE. THIS CAN BE ACCOMPLISHED BY TAKING OFF THE STAGE
VAPOR ADAPTER AND LOOKING FOR THE FLOAT BALL AND EXTRACTOR ASSEMBLY. IF THE BALL FLOAT IS CONFIRMED TO BE
EXISTING, DOCUMENT SUCH AND RETURN UNUSED DROP TUBES TO NW PUMP. THE CONTRACTOR IS RESPONSIBLE TO TRACK WHICH
STATIONS DROP TUBES WERE ACTUALLY INSTALLED. IF THE OPW-6150 15 INSTALLED, IT IS TO BE SET AT 95% OF TANK VOLUME.
13. TURBINE SUMP COLLARS WILL BE INSTALLED BY A TANK MFGR.'S FACTORY AUTHORIZED REPRESENTATIVE CONTRACTED
DIRECTLY TO TMC. IN THE CASE WHERJE THE EXISTING TANKS TO BE RETROFITTED ARE OWENS CORNING FIBERGLASS (FLUID
CONTAINMENT), THE CONTRACTOR SHALL PROVIDE MEANS OF INERTING THE TANK PER MFGR. SPECIFICATIONS PRIOR TO AND
DURING THE COLLAR INSTALLATION PROCEDURE, TMC WILL SUPPLY THE TANK MFGR.'5 REP WITH TENTATIVE IN5TALLATI'ON
DATES, BUT IT 15 THE CONTRACTOR RESPONSIBILITY TO COORDINATE THE ACTUAL DATE AND TIME OF COLLAR INSTALLATION
WITH THE TANK MFGR'S REP.
14. REMOVAL AND RE -INSTALLATION OF EXISTING FULL HEIGHT BP SPREADERS AND MONOCOLUMN5 TO BE PERFORMED BY TMC
APPROVED INSTALLER UNDER SUB -CONTRACTOR TO THE GENERAL CONTRACTOR. SEE LIST OF APPROVED INSTALLERS
ATTACHED TO BID DOCUMENTS.
15, ALL RETROFIT BRAVO BOXES PROVIDED BY TMC WILL BE THE SHALLOW TYPE AS SHOWN ON SHEET F6I,5. THE CONTRACTOR
SHALL MODIFY THE NEW OR EXISTING DISPENSERS INTERNAL PIPING TO MEET NEW DOUBLE POPPET IMPACT VALVE ELEVATION.
THE CONTRACTOR SHALL MAKE ALL VAPOR AND ELECTRICAL PENETRATIONS IN THE NEW BRAVO BOX TO MEET SPECIFIC SITE
REQUIREMENTS.
TESTS TO BE PERFORMED BY GC
ALL TESTS ARE TO BE WITNESSED BY TOSCO
MARKETING COMPANY CONSTRUCTION MANAGER
AND/ OR PROJECT ENGINEER.
2. GENERAL CONTRACTOR SHALL TEST ALL NEW
AND/OR EXISTING PIPING AFTER COMPLETION OF
WORK. TESTS TO BE 45 FOLLOWS AND PER LOCAL
PERMITTING AGENCY REQUIRMENT5:
BEFORE WORK IS S-ARTED
A. 15 P.S.I. AIR PRESSURE ON PRODUCT PIPING.
B. 30 P.S.I. AIR PRESSURE ON OTHER PIPING.
AFTER NEW PIPING IS INSTALLED AND BACKFILLED
A. 20 P.S.I. LEFT ON PRODUCT PIPING.
AFTER FUELING SYSTEM COMPLETION
A. PETRO-TITE PRODUCT PIPING TEST.
5.5 P.5.1. SECONDARY PIPING TEST,
C. LIQUID BLOCKAGE / BACK PRESSURE TEST
ON STAGE 2 VAPOR RECOVERY PIPING.
D. PRESSURE DECAY TEST ON ENTIRE SYSTEM TO
MEET P.SA.P.C.A. REQUIREMENTS.
E. A/L TESTS TO MEET P.S.A.P.C.A. REQUIREMENTS.
USE TESTER APPROVED BY FUEL DISPENSER
MANUFACTURER CIE. GIL5ARCO...5.M.E.)
F. PRECISION TEST ON TANKS.
3. GENERAL CONTRACTOR SHALL
HYDROSTATICALLY TEST ALL NEW TURBINE
AND DISPENSER CONTAINMENT SUMPS AFTER
ALL PENETRATIONS ARE MADE AND SEALED.
T05CO MARKETING COMPANY CONSTRUCTION
MANAGER 15 TO WITNESS ALL TESTING.
4, T05CO MARKETING COMPANY MAY, AFTER ANY
TESTING, DECIDE TO INCLUDE ADDITIONAL
WORK/SERVICES AS PART OF THE
PROJECT/CONTRACT.
e LU --- /6' lo14$
