HomeMy WebLinkAboutLarge FormatK.C. 77
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KING COUNTY
DEPT. OF ASSESSMENTS
ErITIRE MAP
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�al Note: iiiap bused or, Rinq Co. confro! survey t. is'Con
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A = 55`47'56"
304.26'
161.09'
SITE i=L4N
PIPING LEGEND
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SUPER
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TOSCO MARKETING COMPANY
ENVIRONMENTAL MODIFICATIONS
2022 SO. PUGET DRIVE '
RENTON, WA 98055 TOSCO
►:'�JELOPMEW P ANNINL—
CaTMOF RINYtW
AUG 13 W
RECEIVIEII)
JOB W.
298041
� J 5RE NO .
�.= 5508
12951 Bel -Red Rd, 110
Bellevue, WA 98005
425 637.1007 T
F 425 637,1008
i (� ww.architekton.com
SITE PLAN I
Sch-E.
1 "=20'—O"
RENTON
P. MAHONEY OA'TE:
3/5/98
CHECKED Bv;
T. HALL DhTE
3/5/98
MA-1
ro
w
�r,
VOMTY VAP
SCALE 1" = 1/2 MILE +/-
I
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
I
/
��sros•o2" 6726'
I
A = 55'47'56"
R = 304.26'
/
9soo oo'
T = 161.09'
/
L = 296.31'00
1$ se
"
cNpRpU
t t
/
w
/
o
7) 62'06'06-
S7, 140'49' 17"
89'58'35
Z
!y
S 21'19'15" E 316.03'
SCALE = 1" = 50'
N
BM
��• �� EL.=223.83 TOP N.E. COR. LIGHT
UUT
H"o
p I DARD CONC. BASE A_T �ST WW�LY
S U G "DA SfTE"'�
3 D�� VEI`�
0.s>2 0 8, �,ja 90 �o
� 541 34 32 � 30 28 HYDRANT AND 2S2`3
38:45 36 WATER VALVE STREET
S 24 LIGHT
0 LPN OF NPR 0.66 38 TC•=33. 70 FL _ 30 ,5 F c �28 ��� 22
20
T.C._ FL-32 3Q02 C 2� 43 F C� SIRE
P� Ft 40 F -35.Sg 60 96 26. 24.E
OF ET
80 42 / L =35.10 4 2�2U LIGHT BO T.C.=22.41 18
43.51 `UP �GP\/WATER 37.68
/ F.L.=21.93 T.C.=18.07
GIN S���QE j MA�NHOLE g r� 2 19.71
F.L.=17.62
0 22 '
/ 46.00 �U ONGR��E v _ I E.-37 98 5594 5� �5 309 ���30.5' DRIVEWAY ° 22.52
G T.C.-40.75
3a 21. / 18.0' DRIVE PP 44 12 q.6 34 _ 3A63 16 38.0'
T.E.=25.60 20. 8
/ G� T.C.=43.30 0� 62034-g \ I.E.=24.20 -ON P.L. 18.12
/46 RF q1. 5 T.E.=25 46 7.88
47 GONG F.L.=42.8 I.E.=24.96 SET TACK IN LEAD 8 CURB
LK
STORM \
r' 48 T.C.=45.94 GR�4560 06 ,� 3-I `55 MANHOLE 5565 21 CONCRETE 2g.�0 -6"SD 0 WITH BRASS SHINER
0 0. F.L.=45.43 GIN / +AO 00 T.E.=35.25 ( 56. 61-gRIVEWAY } 23 a 20 9 + 31 + Aa
/ 6 / 10' BUILDING I.E.=34:05 00 -5 �5�1 AREA 1g 11
51.12 50 0, P63 / SETBACK LINE LIGHT �`01
.C.=48.48 4610 P� �5% _5 U_ 10' UTILITY EASEMENT STORM EXIST. A/C PVM'T.
/ F.L=47.90 / TANK FILL PUMP 55 CANOPY REC. NO. 7602260424 MANHOLE 28 WATER
VALVE
46 OA / 12,000 UNLEADED ISLAND I SUPPORT 30 I 20 '9.0 1� ?2
T 26
=5/ 11 3I 2
0
L `S . 9g 56 / �5. 36 561 20 g 18
/ 53.49 52 �� 0 48 '0148.63 41 +� �0 6A 40 90 + 3a? g1 2 I 36.5' 35 69 + 2g 85. } 20?a 3' CONC. WALK + 11
/ Air36 2 0 / ♦ 54• 0 1. 56
o. S o STEEL FRAME 3 ° I ,. o' 21. �g. 8" CURB 11 �2
/ 54 / C°NCRETC •o. BUILDING N 34 32 0 2 8
o
.:.51.2 `. pqD BUILDING �� _�.,, o/ -�,63a ,1.
T.C.-53.47 '
/k �510 �� 13 0' �D / 00 15' BUILDING 22
/ UF.L.=52.96 ��. TANK FILL 2
SETBACK LINE PLANTER
/ ¢¢ 5,000 GAL. + �-
�55.92 53.6 * �J f a90� c� REGULAR + g02 51 �1 310+ 36 ��' 351A Q 6
5 53 80 g 6 43 2g 41 90 6a I + METAL TRASH ENCLOSURE 61 0 2g 5 24 2 STORY WOOD FRAME
4 40 ON CONCRETE SLAB WITH 32.
T.C.=56.03 �� f N TANK FILL 42 Q F.FF ZC 29
48 � 38 BRICK FACADE =J
F.L.=55:56 J / � 8,000 GAL. I I ,3 -
`F G SUPER UNL. 46 TURBINE A ° -� 3�61 q 0_ 36 0 32 + 2A 6 WOOD STEPS
F ACCESS gQ Jam, 0 92 t CONC.
2
(TYPICAL) � pg J - 5q D OVER 6 11SLAB
�G 56 54 51' 10' BUILDING Y GUARD CD 6• RECORD LOCATION
6.2 Gp_ �� 5 a 10' BUILDING 44 3 P.L. 21 5
`D /`'D + +55 50"A2 SETB CK LINE A6 23 6, 6 40 �0 I 31 SETBACK LINE RAIL En 0.05' 6" SANITARY SEWER
/58 + 25' +/- HIGH y1 610. �61 + + . 10 `5 4 �2+ Y 36 �`� 10+ N 51 5
W V's MOBIL SELF SERVE Aa' 15 q0• 31 5 31 ? 36• �_ 5
/ / PRICES SIGN 52 50 CONC. LIGHT BASE Aq. 36 95 m I 34 1 6.65'
/ 8 WITH 3 TANK VENTS LIGHT 2 22 0
T.C. = 58.28 / o SET R RAR
0.17 / F.L.=57.84 \ ~' J 6 SS a HEAT FANS
ri & I.D. ECAP
STANDARD
/ 60 / - . - WAE+Z.... c r- -
SET TACK IN LEAD 51 �1 METER 2 `? 2�5 +
WITH B ASS SHINER 55 0.35' S5 5 5 A8 �...... 4g 36 1_� 24
C.=59.92 52 0.�g q8 b A5' q1 qA•2 3a
F.L.=59.3 T.C.=Sa'Zg 58.10 \5.00'/ e g2 �5 �� 31 0 320 26
F.�.=Sg 99.5' 1. 0, e6• q5 END OF 28
TRAFFIC I WALK
38 30
S`� POWER PLANTER ELECTRIC VAULT 42 7 32 +
LIGHT
+61.87 �0 56 MANHOLE CONCRETE 48 STREET LIGHT 40U 32
G POLE �PL� T.C.=58.46 BM 46 (FLUSH) N 0.3'
WATER F.L.=58.01 GUY ANCHOR 5 EL.=254.97 CHISELED SQ. WLY DRIVEWAY cr-P&T BOX 44 PLANTER
SET TACK COR. POWER VAULT P&T AY a1 P&T
o g. 36� _ .. F.H. 34IN � 0
MANHOLE
61.43 , T.C.=60.03 LEAD 6 1A �0 62 50 1 A 9k 1 5 0 5 SEf TRY `" a W.M. + 5
F.L: 61.03 F.L.=59.47 58 G -5 51 C ,5 5 26 0 'S 3 82 G ,52 22 50 0 -q9 p5 41 �g G ,q6 15 C.-A A.A6 G %A5 90 o G ,q1 32 `n G Aga 40 3
SANITARY SEWER �. _56. 5 5 �. 52. 4g C A�. �' A5• A I. _q2 3a. "�5 4
64 MANHOLE L ���� F ��� �T��� g G. 5�6 g81 36 55
TELEPHONE POWER VAULT 6" CONCRETE CURB PAINTED LANE STRIPES W/V �- UTILITY POLE WITH 0 G• 38 8 G` J---
64.12 56 TELEPHONE
62 / ASPHALT TRAFFIC MANHOLE (FLUSH) 12" CONCRETE GUTTER (TYPICAL) 4 3 POWER DROPS N SET TACK
ISLAND 52 50 48 6 44 42 MANHOLES IN LEAD 5
54 ,
65 a2 / 62 30 60 8 51 51 51 1 a 4g g6 Aa q0 A6 9A A5 51 40 \ 5�, 56 25
+ + 562a 5�50 5500�- 5155 CENTERLINE OF 100' RIGHT-OF-WAY G3 403� G0g2
�� -► BENSON HGHWAY
--
- 6" CONCRETE CURB &
/ / 12" CONCRETE GUTTER o
5.0' CONCRETE WALK
35.0' DRIVEWAY
72.0'
GRAPHIC SCALE
20 0 10 20 40
( IN FEET
I 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 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. t
EXCEPT THAT PORTION THEREOF CONDEMNED BY JUDGMENT AND DECREE OF
APPROPRIATION FILED UNDER KING COUNTY SUPERIOR COURT CAUSE NO.
668210,
0
N. HIT�h,�
\NAsAyl
k. C
fN S • Z
O
���fJ,J,%FGISTER�
�NAI LANO
REGISTRATION N
NOTES:
0. 112333
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.
13P OL CO.
RETAIL MARKETING
DESIGN AND ENGINEERING
200 PUBLIC SQUARE
CLEVELAND, OHIO 44114
BUSH, RCIED, AND HITCHINGS, INC.
C(VIL ENGINEERS/LAND SURVEYORS
2QO9 MINOR AVENUE EAST
SEATTLE, WASHINGTON 98102
BRH (206) 323-4144 FAX (206) 323-7135
SURVEY PLAN
NEC BENSON & PUGET
2022 SOUTH PUGET DRIVE
RENTON, WASHINGTON
DWG. NO.: 91061.00 REV.:
SCALE: 1" = 20' MADE BY: M.A.J.
DATE: -15 22 91 CHECKED BY:
REVISIONS I DATE IDWN ICKD
BRH CAD 3 E-\CA7v,RDv V to '
0
91061
-
i
N 16.20'40" w
.
/ 152'06'02" 67.26'
L = 55'47'56"
/ 9soo'o0'
R = 304.26'
/
UTILITY LEGEND:
AV,
L = 296 31'
2 /
Co
BSL BURIED STREET LIGHTING
BT BURIED TELEPHONE
e \MINOR0101
BP BURIED POWER �(/��/(((///
''�.•`. °`w...
` b
j
G GAS
_
'hr� f : tl'. _
.,•c� "sng
s
a„
n• slot ' ff, (n
"TUc,
OP OVERHEAD POWER "`'C��
/
00
(.0/
e � FR 1
,V •^ D
• s
i
•,,ti
~/
>� - "°J
P POWER
S
>>. 62.06'06"
89'58''35'
z
,I E"4y�E ,ylE s CE0,9 ( StiVl
T 3 NilliM
_ _ hFRS x ,V C
N
) C� 140.49'1 /'
\LSE € va
^ <
SD STORM DRAIN
',
dosa�ne
b
S 21'19'15" E
Z,
S r.z
s ow
SITE
NpsNis
_
SS SANITARY SEWER
T TELEPHONE
SCALE -
1" - 50'
W WATER
VICINITY
MAP
N
SCALE 1"
= 1/2 MILE
+/-
- - - -
BM
EL -223 83 TOP NI" COR LIGHT
i
TRAFFIC ISLAND
TH0
-DARD CONC. BASE AT MOST W'LYOU� R.FS� SET -
30 0 I �
�
�� Cv�`g G Psi / 3S• 47 23 32 � 8 2S 2 9� o34
s�
GONG��R�PES / 3g 45 36 �� 28 WADTERNVALVED 3I STREET
6 / 24 LIGHT
PNE S Wp,Y 38 rC._ rC.,30 � I, o rC.� --�26 �."' 22 20
N� OF0.66 F.L._33j0 FL._30 FC.,2843 F C�2 STREET- - 4
P,N RAG 40 C.=35.59 2.60 96 2g �2 LIGHT 60X
OF $0 42 F.L.=35.10 4 2420 T.C.=22.41 18
43.51 F.L.=21.93 T.C.=18.07
h�P \GPL WATER 37.68 ��� o j 19.71
/ GIN APE=' MANHOLE F.L.=17.62
/ 7
22
�1 , o 0
46.00 LP��F T.E.=40.08 gA 35. 30. fig• 30.5' DRIVEWAY 22.52
/ \���� / GONGFZ I.E.=37.9 S5
PP 44 \2 T.C.=40.75 �$ 46 34 365 LI �6 38.0' / 18.0' DRIVE
T.E.=25.60 \ 20. 8
0 �55- -fig I.E.=24.20 -QN P.L. 18.12
46 wF ' T.C.=43.30 03 T.E.=25 46 7.88
/ I.E.=24.96
8.47 6 GONG F.L.=42.8'STORM SET TACK IN LEAD 8 CURB
48 �E 0 55 MANHOLE $ CONCRETE g.Ar0 -6"SD WITH BRASS SHINER
o 'o T.C.=45.94 GONG���S 6 n'/ 0� +3� T.E.=35.25 I 36 6� ¢RIVEWAI# -(2 I 2g 8 20 90 �g 3- +
/ F.L.=45.43 h0 I.E.=34.05 S5• �� AREA ^�
6 / 10' BUILDING 53.
51.12 50 ,p, PN'(ER 365 / SETBACK LINE �5 LIGHT STORM
//� 3610 P� / 36' S 10' UTILITY EASEMENT EXIST. A/C PVM'T.
MANHOLE WATER
.C.=48.48 35� CANOPY REC. N0. 7602260424 28
F.L.=47.90 / TANK FILL PUMP VALVE
/ 12,000 GAL. ISLAND - SUPPORT 30
/ 46 UNLEADED I POST 26 20 ;g 0�
3� 18
_ 50. g �5
I� 36
50.48 6 48.63 6 1 3 20 0
53.49 52 sr_ 8 , p. �� } 30 q 4- q0 93 4-5 2 g i 20 36.5 55 9 2g 85. 201$ 3' CONC. WALK
/ O 2 6 23 0 / l 5t�. 26 56
°o. ° 36. o STEEL FRAME. 33:°° Y 1g. 8" CURB �2
/ 54 / / cc) BUILD BUILDING II/� o' BUILDLNG/2(.3 $ 3432I0 2.8T.C.=53.47 51.2�13 qD 13J0� 3 �, � 36 3 0 15' BUILDING / F.L.=52.96 ��a5 0TANK TILL 3�,25�+ + 30.S6� I m 22
J^ / / 5,000 GAL. 2 01+ 0 ,S SETBACK. LINE j PLANTER
/ - z
Q4 �� REGULAR 59� ''* 3 56. 514 6
q, _ 3
56 53.6 ,� �J.'i ag + �5 29 � g0 + S� 07 5$ 6$+ I -� METAL TRASH E+NCLOSURE 6� m Z9 5 24 2 STORY WOOD FRAME
/ 6 I ON CONCRETE SLAB WITH S2• J v OFFICE
53.8Q Dr. fig• 48 40
/ N TANK FILL 38 BRICK FACADE Q F.F=21.29
T.C.= 56.03 J�0 % 42
G Q 8,000 GAL. I I S1 �� a o 32 + 2� 6 WOOD STEPS
F.L.=55.56 Q� SUPER UNL. 46 36-
��` N TURBINE ACCESS 4 0 0 36 7- CONC.
58.22 / G�� / C` (TYPICAL) 5N ?� l ~ 5 3A 51 OVER 6 61ISLAB
O� / ... 56 54 44 3� 10' BUILDING J GUARD P.L. 5 RECORD LOCATION
/ 58 6.2 G �ti 5� $ 5 a 42 10' BUILDING 2g 4S 63 4�50 3� SE 3 I 2 /
TBACK LINE c RAIL � 0.05' 6" SANITARY SEWER
+ 5 50' SETS CK LINE �6' N
/+ + q0 4 i } h �?- Y 36
/ 58 25':'+/- HIGH 5� 61 10 5D 2 6• u
MOBIL SELF SERVE A$. �5 A0 5N' S 5 Q
W/V s N O / PRICES SIGN 52 50 CONC, LIGHT BASE �q. 36 95 m 34 1 6.65' 265 222 +2�5
/ N
' LIGHT
WITH 3 TANK VENTS o SET REBAR 0
0.17 T.C.=58.28 / ? STANDARD _ SS & I.D. CAP + _ HEAT FANS
/ F.L.=57.84 \ -- WATER cv - C + 5 2 +
60 / _
SET TACK IN LEAD 5�11 METER
SHINER 0,35' 36_26 2�5 22+24
WI TH B q SS S \ / / 56 5'5 5� 55 525 0 fig. .., �$ 63 �5 A8 4� 8� 40?$ �$ �g 2 0 26
59.92
_5a�4 58.10 \ - / 10 3
F.L.=59.3 T.C',5$.2B 5.00' 99.5' 31.0' �' 3 END OF 28
F.�•� I WALK 2$1 30
4 b 38 +3 _ ` ..... __.. +
TRAFFIC POWER PLANTER ELECTRIC VAULT
+61 87 /LIGHT O`'�' 56 MANHOLE CONCRETE 48 STREET LIGHT FLUSH 42 ccli 0.3 40 - 32
POLE G� �� T.C.=58.46 BM 46 ( ) PLANTER
�P 5 DRIVEWAY BOX { A
F.L.=58.01 GUY ANCHOR EL=254.97 CHISELED SQ. N'LY P&T 44 P&T IV AY -P&T
WATER SET TACK COR. POWER VAULT 59 a F �.. F.
H 34 35 0
TEL. +
MANHOLE IN o '� '
T.C..=61.43 T.C.=60.03 LEAD 06 514 �50 6g 5062 50 q 9� ,46?� ��96 53� O ,q�15 ,g8 40 SENTRY \....# W.M. 5.
F.L.=61.03 F.L.=59.47 58 5� G,5 26 G%5 $2 52' 2 G•� 05 G % �g G• 15 �.�G•-_��
G . % 6 5 55. 55 G •' 2 2 4g (. �� • A2 L•' _ r $' 1
SANITARY SEWER �5 5 �� �'�
64 MANHOLE F�� � F 6" CONCRETE CURB W/V UTILITY POLE WITH 6 G / 38 S
64.12 TELEPHONE 56 POWER VAULT 12" CONCRETE GUTTER PAINTEDLANE TYPICALSTRIPES 3 POWER DROPS
62 ASPHALT TRAFFIC MANHOLE � (FLUSH) (TYPICAL) 46 = 2 TELEPHONE I SET TACK �-
48 44 42 MANHOLES IN LEAD
i ISLAND 54 52 50 � 55
-�- - �- 5-
g 4 5 1 40
$$ 5� 5� 5� $ .}- 4g g 4$ 4 q6 �5 +_ / -___ + 6
6 I + + 56?$ 5A50 5500 5�55 CENTERLINE OF 100' RIGHT-OF-WAY �515 = 4234 40g2 393 /\
�� -► BENSON HGHWAY 7-
6" CONCRETE CURB & o
12" CONCRETE GUTTER
5.0' CONCRETE WALK
0
35.0' DRIVEWAY
20
72.0'
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.
a
HI T
ro;\N AS•, C J'
0
FcISTEP�
ANAL L
REGISTRATION N0. 22333
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,
BP OIL CO.
RETAIL MARKETING
DESIGN AND ENGINEERING
200 PUBLIC SQUARE
CLEVELAND, OHIO 44114
e ,
BUSH, ROED, AND HITCHINGS,, INC.
CIVIL ENGINEERS/LAND SURVEYORS
'`. 2009 MINOR AVENUE EAST
SEATTLE, WASHINGTON 98102
BRH (206) 323-4144 FAX (206) 323-7135
SURVEY PLAN
NEC BENSON & PUGET
202,2 SOUTH PUGET DRIVE
RENTON, WASHINGTON
GRAPHIC SCALE DWG. NO.: 91 061 .00 REV.: _
0 10 20 40 80 SCALE: 1" = 20' MADE BY: M.A.J.
DATE: 5 22�91 CHECKED BY:
REVISIONS DATE DWN CKD
( IN FEET ) ADDED ELEVATIONS & CONTOURS 4 18 91 C.J.P. S.A.H.
1 inch = 20 ft.
SRH CAD 3 E:\CAD9Q` V,•'
91061
KEY NOTES O INSTALLATION
NO
c.a
0
i
U)
d-
0
V) 0
I- O
w
w a,
/ co
rn -'t
N
J J
w J
D O
o-
I ry
w Q
� U
LL �
L = 55'47'56"
R = 304.26'
T = 161.09'
L = 296.31'
i
N
CNOR�
r
r
r
i r
i
< S 17'51'28" W
17,13'
GRAPHIC SCALE
20 0 10 20 40
i I
( IN FEET )
1 inch = 20 ft.
80
51TE FLAIL
JOB, NO. 298041 1 -20'
SOUTH PUGETDRIVE--
-
r
----------- - ------------_
----
2 13 t r t I
I I I
� I
t I
I
r I I I
� I I
r r i t N 16'20'40" W
67.26'
----------9" - ---- I
---------- R------------ ,
TYP.-
I' 1
TYP. t
4
8 3 L------ ----
�1� TYP.
-------------------------------- //--------------------------------------
S 21 '19' 15" E
BENSON- HIGHWAY
4
15
2 13
TYP.
12
o t
�
I
I
10
TYP.
I
--------------- \-=`--------------
--------J
316.03'
I
1�
00
ILn
I
w
to
N
I�
00
r
KEY NOTES O DEMOLITION BY GENERAL CONTRACTOR
ITEM
NO.:
I, REMOVE EXISTING MPD'5 TO SALVAGE PER TOSCO MARKETING
COMPANY CONSTRUCTION MANAGER'S INSTRUCTIONS.
2. REMOVE PORTION OF EXISTING DOGBONE FUEL ISLANDS
AS/IF NECESSARY TO INSTALL NEW DISPENSER CONTAINMENT (BRAVO) BOXES.
3. 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 UNDERGROUND PRODUCT AND STAGE 2 PIPING,
REMOVE EXISTING UNDERGROUND STORAGE TANKS (U,S.T.'S).
(�. REMOVE EXISTING UNDERGROUND AND ABOVE GROUND VENT
PIPING,
PIPING LEGEND 1= NDI(--ATED )
ITEM ''RCV. INST. GC= GENERAL CONTRACTCR 0=OTHER
NO.: BY: BY: TMC=TO5GO MARKETING ='IFANY R=RETAILER
TMC GC EXISTING MPD'5. REMOVED TO SALVAGE PER TOSCO MARKETING COMPANY CONSTRUCTION MANAGER'S
INSTRUCTIONS AND NEW MPD'5. (SEE F61,2-F51.1) INSTALLED ON MODIFIED EXISTING DOGBONE FUEL ISLANDS
WITH NEW DISPENSER CONTAINMENT (BRAVO) BOXES AND NEW BOLLARDS.
2, GC GC NEW 2" DIA. FIBERGLASS PRODUCT PIPING WITH 3" DIA. SECONDARY CONTAINMENT PIPING SEE F51.2 THRU,
F51.1
3. - - - - NOT USED
4. -- GC NEW CONCRETE TANK/ EXISTING CONCRETE FUELING SLAB SEE SHEETS F51.2 THRU F51.71
5. - - - - NOT USED
(0, - - - - NOT USED
-I. - - - - NOT USED
8. GC GG UPON INSTALLATION d APPROVALS OF NEW OR REVISED PIPING, CONDUIT, PLUMBING, ETC. REPAIR EXISTING
CONCRETE SLABS AND ASPHALT PAVING TO MATCH EXISTING. NOTE: 8" THICK, 3000 PSI MIN, CONC. REQ'D
TANK AREAS W/ 03 BAR e IS" O.C. EACH WAY e SLAB CENTER (TYP)..PROVIDE 1/4" X 1-1/2" CONTROL JOINTS
APPROX. 10'-0" O.C. EACH WAY -9) TANK AND FUELING SLABS. (ox(ox(o WWF ACCEPTABLE REINFORCING
IN DRIVE 5LA5(5). NOTE: REPLACE EXISTING CONCRETE TANK SLAB WITH ASPHALT PAVING.
S. GG 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 T05CO MARKETING COMPANY CONSTRUCTION MANAGER.
10. GC GC PROVIDE NEW 3" DIA, GALV. VENT RISER PIPING WITH VENT TO 12'-0" ABOVE FIN15H GRADE (MIN.)
AS SHOWN AND PER F51.2 THRU F51.-1 DETAILS.
II. GC GC UPON COMPLETION OF ALL WORK ALL PRODUCT LINES TO BE PURGED AND CLEANED
OUT. GC 15 ALSO 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 F51.3,
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. Ti" 1G GC (2) NEW 12,000 GALLON, 10' DIA., DOUBLE WALLED FIBERGLASS U.57.'6, SEE SHEETS F51.2 THRU F5I,1 FOR DETAILS.
NOT USED
NOT USED
IS. 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.O.S. SYS, PER CURRENT TOSCO MARKETING COMPANY CONSTRUCTION
MANAGER'S INSTRUCTION.
25. TMC GC INSTALL NEW 3M INTERCOM S-S. 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 VISIT THE SITE TO VERIFY ALL CONDITIONS THAT MAY
AFFECT THIS PROJECT. ALL WORK IS TO BE DONE IN ACCORDANCE W/LOCAL CODES AND PER MFGR. RECOMMENDATIONS.
2. CONTACT TOSCO MARKETING COMPANY CONSTRUCTION MANAGER/ JOHN PATTON (20ro) 442--1321 / (916) 55&--l612) OR MEL M.
LEE, F.E. (20(o) 123-4n-I FOR ANY QUESTIONS ABOUT THIS PROJECT,
3. THE GC SHALL PROVIDE THE EXISTING FUEL DISPENSERS MANUFACTURER, MODEL NUMBERS) 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 EX15TING 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 T05CO MARKETING COMPANY RESERVES THE RIGHT TO ALTER OR EXPAND THE SCOPE OF WORK. THE T05CO
MARKETING COMPANY WILL DIRECT ANY ADDITIONAL WORK THAT MAY BE REQUIRED.
(o. GC IS RESPONSIBLE FOR BLUE STAKING THE EXCAVATION AREAS AND LOCATING ANY UNDERGROUND UTILITIES. RE-ROUTE ANY
EXIST. UNDERGROUND UTILITY LINES AROUND EXISTING CANOPY AND NEW FUEL SYSTEM IF CONFLICT EXISTS.
-1. FUEL PIPINCs 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 SME, M51 EQUIP. BY M51 AND VEEDER ROOT EQUIP. BY N.W. PUMP.
?. GC SHALL GLEAN -UP DEBRIS AND HAUL AWAY SAME ON A CONTINUOUS 5A5I5, 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 RI5ER(5)/5P LIGHT GRAY, NEW AND EXISTING SPILL BUCKET MANHOLE
COVERS AND SNOW PLOW RINGS AS FOLLOWS: I_ 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/T05CO 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 I
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 IS INSTALLED, IT IS TO BE SET AT S5% OF TANK VOLUME.
13, TURBINE SUMP COLLARS WILL BE INSTALLED BY A TANK MFGR.'5 FACTORY AUTHORIZED REPRESENTATIVE CONTRACTED
DIRECTLY TO TMC. IN THE CASE WHER,J= 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.'S REP WITH TENTATIVE INSTALLATION
DATES, BUT IT IS 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 MONOCOLUMNS TO BE PERFORMED BY Tr -IC;
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 FS1.5. 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
1, ALL TESTS ARE TO BE WITNESSED BY TCSCC
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 AS FOLLOWS AND PER LOCAL
PERMITTING AGENCY REQURRMENTS:
BEFORE WORK 15 STARTED
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-TITS PRODUCT PIPING TEST.
5.5 P.S.I. SECONDARY PIPING TEST,
C. LIQUID BLOCKAGE / BACK =RESSURE TEST
ON STAGE 2 VAPOR RECOVERY PIPING.
D, PRESSURE DECAY TEST ON ENTIRE SYSTEM TO
MEET P.5.A.P.C.A. REQUIREMENTS.
E. 4/L TESTS TO MEET P.S.A.P.C.A. REQUIREMENTS.
USE TESTER APPROVED BY FUEL DISPENSER
MANUFACTURER NE. GILBARGO...S,I"I.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 IS TO WITNESS ALL TESTING.
4, T05CC MARKETING COMPANY MAY, AFTER ANY
TESTING, DECIDE TO INCLUDE ADDITIONAL
WORK/SERVICES AS PART OF THE
PROJECT/CONTRACT,
L, t-r._ 7I_-)- `'--�li �p