HomeMy WebLinkAboutLUA98-125 Large FormatK.C. 7 7
COUNTYEr1T{;�E MAPKING TftI �.t�':P IS FOR Tim PURPOSE � 4�'
A;SSTII+G III LOCATII;G YOJ:' CITY 01 RENTON 6 �7-93
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4 \ O \3v�s 3s4 3 O +k1 I�6 �0 633 56 tl
PAC. NW PIPELINE CORP. ° \
\� SCJTH SEATTLE NAT. GAS s ' ti /30 oa v05-09- SSE 7S rs
SOUTH SEATTLE NAT. GAS - •Ss_g � sa9-/O-tow 280.29�
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,v control sur6;eY end Puget -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.
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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'LY
E 1 PUGET
COROF SP T__EHoi 3oD R V/'E
.S> �
GRg�E GUFZ ��P�GpLi �' S•41 34 23 32 30 28�lc�2 HYDRANT 2523 90 206`� ,ems
RANT AND
6 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
OF 8 42 �> 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
/ ONGR I.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•_.- I END OF
44
TRAFFIC ' C� 38 , WALK 2a"I 30
LIGHT S`� POWER �O PLANTER ELECTRIC VAULT 42 +
+61.87 GQO�� T.C.=58.46 56 MANHOLE -/ BM CONCRETE 48 STREET LIGHT :46 (FLUSH) PLANTER `r-i� 0.3' 40 T 32
POLE
WATER WP 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 TRAFFIC MANHOLE (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
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WASy,� yc�
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FGISTEP����
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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 10 zo 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 36 34 28 WA ERHYDRANVALVE 3 T AND STREET
24 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 3 F�C_2 SIRE--E�
PAN RAG 40 =35.59 6 26. LIGHT BOX
T.C.=22.41
/ pF 80 42 �/ 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 46 GONG � F.L.=42.8 1 !STORM I 6.. SET TACK IN LEAD 8 CURB
6 P SD
q.0 WITH BRASS SHINER
48 _ ��E 6 Q6 155 MANHOLE �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 D J 1� 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 LOCATION
/ 58 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 O PRICES SIGN 52 50 CONC. LIGHT BASE 3695 m4 �' 6.65'265 z,Z2 +Z13
g WITH 3 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 B 9SS SHINER 5655 A3:A8....... . 4� $�.. 4�.25 38'49 320 26
_5a �458.10 - / 0/�.O_='591.92
.3 T.C. 28 5.00 99..5' 31.0' - G692 A515 END OF
28
r .E..5$ 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 50 g1 6 2 q 4 9 31 0 � � �• ■
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 3 POWER DROPS
= IN
64.12 62 ASPHALT TRAFFIC MANHOLE � (FLUSH) 48 44 (TYPICAL) 46 �' 42 MANHOLES LEAD S5
ISLAND 54 52 50 gA 40 ----- + 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. 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
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
� o
w
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
/ _ ___--------J
< S 17'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$