HomeMy WebLinkAboutBLD25638 Replace Gas Station - BLD Permit / Conditions - 5/11/1990 2
Shorelines: Plumbing:
Setback: Mechanical:
Special Interior:
Conditions: FINAL:
Mobile Home:
Smoke Detector:
Remarks:
Footing: 4-15A,+,vro
Setback:-
Foundation
Walls:
Framing:
Fireplace:
Wood Stove:
TYPE ALTERATIONS
Permit No. 25638 No. Floors Sq Ftg
Owner NA, Yang Joo Tel 426-2092 Date 5-11 -90
Address E 11900 Hwy 101 Shelton Zip
Contractor Micl<elson Const
Address Olympia Zip
Legal Description TR 9 NW,NW 12-20-4
Direction to project site Airport Grocery. Across from
airport on Hwy 101
P um ing Mechanical Sewer Wood Stove
Fireplace Deck Garage Carport
Basement Loft Other
,Replace existing gas station
SEE CONDITIONS ON REVERSE
SPECIAL CONDITIONS
_ / i y� � Lam_ �J� !. •�� i. rl/ iu51, 2
I
BUILDING PERMIT APPLICATION
MASON COUNTY
DEPARTMENT of GENERAL SERVICES
P.O. BOX 186 SHELTON, WASHINGTON 98584
427-9670 DATE ISSUED
PERMIT NO.
NAME MAILADDRESS CITY&STATE ZIP PHONE
OWNER pitj qI Q-60 1`gbo I\� a++ 0 5 4 L' • z� Z_
DIRECTONS
TO JOB SITEC USS �� �� Vt 'Sj 6-1 4 la
PARCEL LEGAL
NUMBER Ufa Q DESCR. - � X. �+ _ h �p/V �qpll
NAME MAILADDRESS CITY&STATE LICENSE NO. ZIP PHONE
CONTRACTOR
USE OF 1"72 `/ 13 a/ACk IkC 3/vtl.
BUILDING
CLASS
WORK Or NEW ADDITION ALTERATION REPAIR MOVE REMOVE
DESCRIBE 1
WORK
S'- T14
BEDROOMS DECKS CARPORT NOTICE
SEPARATE PERMITS ARE REQUIRED FOR PLUMBING, HEATING, VENTILATING OR AIR
BATHROOMS TOTAL SQ.FT. GARAGE CONDITIONING.
NO.OF STORIES _ BASEMENT ATTACHED THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT
COMMENCED WITHIN 180 SAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR
TOTALSQ.FT. FIREPLACE DETACHED ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED.
PERMANENT SHORELINE
SEASONAL
OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT
I CERTIFY TH I AM EXEMPT FROM THE REQUIREMENTS OF THE CONTRACTORS I CERTIFY THAT I AM A CURRENTLY REGISTERED CONTRACTOR IN THE STATE OF
REGISTRATIO LAW RCW 18.27,AND AM AWARE OF THE MASON COUNTY ORDINANCE WASHINGTON AND I AM AWARE OF THE ORDINANCE REQUIREMENTS REGULATING THE
REQUIREME S FOR WHICH THIS PERMIT IS ISSUED AND THAT ALL WORK DONE WILL BE WORK FOR WHICH THE PERMIT IS ISSUED AND ALL WORK DONE WILL BE IN
IN CONFO ANCE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT FIRST CONFORMANCE THEREWITH.NO CHANGES SHALL BE MADE WITHOUT FIRST OBTAINING
OBTAININ PPRO AL FROM THE BUILDING DE ARTMENT. APPROVAL FROM
,/THE BUILDING
IIDEPARTMENT.
X W T XBr If&� ttLa- -1 DATE 3 Z5�-?
-FOR OFFICE USE ONLY
DEPARTMENT APPROVED DEPARTMENT APPROVED BUILDING VALUATION d
YES NO YES NO S d 0•
HEALTH PUBLIC WORKS FEE
PLANNING FIRE BUILDING PERMIT �d
D.O.T. BUILDING PLAN CHECK
SPECIAL CONDITIONS BUILDING GROUP PRE-INSPECTION
Q�_ C'�'e55 rim [IL SHORELINE
WOODSTOVE
PLUMBING
MECHANICAL
STATE BUILDING FEE
Wut
., STATE SURCHARGE
APPLI9C\AATION ACCEPTED BY I PLANS/CH�"Y/ APPROVED OR ISS NCE PERMIT VALIDATION
1� L -+c'/ BY CASH CK MO TOTAL / //Q
Washington State
-„ Department of Transportation D
Office of District Administrator
5720 Capitol Blvd.,KT-11 D Tumwater,Washington MAY j
P.O.Box 9327 0 1990
Olympia,Washington 98504-9327 Duane Berentson,Secretary May 7, 1990 E'•At,Erlp
AL SERVICS,
Grace Miller, Planner �
Mason County Department
of General Services
P.O. Box 186
Shelton, WA 98584
SR 101 MP 344.02, Left
Airport Grocery
(Yang Joo Na)
E.C. File No.90120-M
Dear Ms. Miller:
We have received your request for review of the above proposal and offer the
following comments:
The location of the proposed access/pump island shown on the most
current submittal is acceptable to the Department provided that the
access is accurately depicted on the plan and will be the only access to
the t t S a e highway system (See attached plan) . Road Approach Permit
No. M90-65 is in process and when it is fully executed, it shall void
and supersede Permit No. 6624.
Additional surface water runoff generated by development of the
property must not be directed to the State highway right-of-way.
The Department will not be responsible for noise attenuation if the subject
property experiences noise levels in excess of the maximum allowed for the
proposed land use.
Advertising signs visible from an adjacent State highway must comply with
the State Scenic Vistas Act of 1971, which is administered by the
Department. For information regarding the signing regulations, contact
Jack Smith in the District 3 Traffic Operations office at 753-7220.
Thank you for the opportunity to review the proposal. If there are any
questions regarding our comments, please contact Forest Sutmiller at 753-1901.
Sincerely,
LA J. HAMMOND, P.E.
Transportation Planning Engineer
PJCH District 3
FDS
Attachment
cc: C. Vanderpool
Yang Joo Na
Mickelson Construction Co. , Inc.
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CS 2302 SR 101
Washington State GENERAL PERMIT
Department of Transportation
PERMIT NO. M90-65 DISTRICT NO. 3
Name and Address of Applicant:
Yang Joo Na
E. 11900 Highway 101
Shelton, WA 98584
Phone: (206) 426-2092
The Applicant, hereinafter referred to as the "Grantee", having applied for a permit to
construct, use and maintain a modified Type "E" road approach to serve a gas
station at Mile Post 344.02, left side, located in the Northwest 1/4 of the
Northwest 1/4 of Section 12, Township 20 North, Range 4 West, W.M. ,
on a portion of State Route No. 101 in Mason County, Washington, the Washington
State Department of Transportation or its designee, hereinafter referred to as the "Department", hereby orders
that this permit be granted, subject to the terms and provisions stated upon the reverse hereof and Exhibits
attached hereto and by this reference made a part hereof.
Exhibit "A". Special Provisions for Highway Encroachments, Pages 1 & 2.
Exhibit "B". Plan Showing Proposed Relocation, Page 1.
This permit shall be void unless the work herein
contemplated shall have been completed before
December 31, 1990 _
This permit is accepted and approved by the
Grantee subject to the terms and provisions as
herein set forth.
GRANTEE DEPARTMENT .OF TRANSPORTATIO
Title: (=l6-,�Lf't- Title: Tr s rttjatiioon Planning Engineer
Date: -(-- e Date: v ` /4?O
Form 224-004
DOT Revised 10/83 OX A-129
GENERAL PROVISIONS
1. The Grantee, its successors and assigns, agrees to protect the State of Washington and save it harmless from all claims,
actions or damages of every kind and description which may accrue to or be suffered by any person,persons,or property
by reason of the performance of any such work, character of materials used or manner of installation, maintenance and
operation,or by the occupancy of right of way by the Grantee;in case any suit or action is brought against the Department
i ns will upon notice
i successors or ass p
out of or reason of an of the above causes,the petitioner, is 9
arising o Y
for damagesg Y
of commencement of such action,defend the same at its.sole cost and expense and satisfy any judgment arising therefrom
if determined adverse to the State of Washington,
2. During the progress of the work such barriers shall be erected and maintained as may be necessary or as may be directed
for the protection of the traveling public;the barriers shall be properly lighted at night.
3. Except as herein authorized, no excavation shall be made or obstacle placed within the limits of the State highway in
such a manner as to interfere with the travel over said road.
4. If the work done under this permit interferes in any way with the drainage of the State highway,the Grantee shall wholly
and at its own expense make such provision as the Department may direct to take care of said drainage.
5. On completion of said work herein contemplated all rubbish and debris shall be immediately removed and the roadway
and roadside shall be left neat and presentable and satisfactory to the Department.
6. All of the work herein contemplated shall be done under the supervision and to the satisfaction of the Department and
the entire expense of said supervision shall be borne by the party or parties to whom this permit is issued.
7. The Department hereby reserves the right to order the change of location or the removal of any structure or structures
authorized by this permit at any time, said change or removal to be made at the sole expense of the party or parties to
whom this permit is issued,or their successors and assigns.
$. All such changes, reconstruction or relocationy b the Grantee shall be done in such manner as will cause the least inter-
ference with any of the Department's work and the Department shall in no wise be held liable for any damage to the
Grantee by reason of any such work by the Department, its agents or representatives, or by the exercise of any rights
by the Department upon roads,streets, public places or structures in question.
9. This permit or privilege shall not be deemed or held to be an exclusive one and shall not prohibit the Department from
granting other permits or franchise rights of like or other nature to other public or private companies or individuals, nor
shall it prevent the Department from using any of its roads, streets, or public places,or affect its right to full supervision
and control over all or any part of them, none of which is hereby surrendered.
10. The Department may revoke, amend or cancel this permit or any of the provisions thereof at any time by giving written
notice to the Grantee. The Grantee shall immediately remove all facilities from the right of way. Any facilities remaining
upon the right of way 30 days after written notice of cancellation shall be removed by the Department at the expense
of the Grantee.
11. The party or parties to whom this permit is issued shall maintain at its or their sole expense the structure or object for
which this permit is granted in a condition satisfactory to the Department.
12. If the Grantee enters into a contract or agreement with a contractor to perform the work provided herein to be performed
by the Grantee, the Grantee for itself, its assigns and its successors in interest, agrees that it will not discriminate on the
basis of race, color, sex, or national origin in its choice of contractors and will include all of the nondiscrimination pro-
visions set forth in Appendix "A" from Title VI of the Civil Rights Act of 1964 and Section 162(a) of the Federal Aid
Act of 1973 (23 U.S.C. 324), and as said Regulations may be amended. Breach of any of the above nondiscrimination
covenants shall be cause for cancellation as herein provided.
13. Any breach of any of the conditions and requirements herein made,or failure on the part of the Grantee of this permit to
proceed with due diligence and in good faith after its acceptance, with construction work hereunder, shall subject this
permit to cancellation as herein provided.
14. This permit is subject to all applicable provisions of Chapter 47.32 RCW and/or Chapter 47.44 RCW and
amendments thereto.
DOT R:i*sed ioj83 ox A-129
i
f .
SPECIAL PROVISIONS FOR
!, Washington State HIGHWAY ENCROACHMENTS
Department of Transportation
Permit No. M90-65
Applicable provisions are denoted by (X)
IbJ 1. No work provided for herein shall be performed until the Grantee is granted authorization by the Department's representative:
Name: Chuck Vanderpool
Title: Area Maintenance Superintendent
Address: 8293 Spring Creed Rd. S.E. , Port Orchard, WA 98366-9613
Telephone No.: 895-4753
® 2. Prior to the beginning of construction a preconstruction conference shall be held at which the Department and the Grantee and his engineer,
contractor and inspector shall be present.
3. Should the Grantee choose to perform the work outlined herein with other than its own forces, a representative of the Grantee shall be present at
all times while the construction is in progress unless otherwise agreed to by the Department. All contact between the Department and the
Grantee's contractor shall be through the representative of the Grantee. Where the Grantee chooses to perform the work with its own forces, it
may elect to appoint one of its employees engaged in the construction as its representative.Failure to comply with this provision shall be grounds
for restricting any further work by the Grantee within the right of way, until said requirement is met.
4. A copy of the permit must be on the job site,and protected from the elements,at all times during any of the construction authorized by said permit
within the Department's right of way.
5. This permit does not give the Grantee, or any agent, or contractor of the Grantee any rights to cut, spray, retard, remove, destroy, damage,
disfigure or in any way modify the physical condition of any vegetative material located on the highway right of way, except by written permission
from the Department. All restoration shall be done to the satisfaction of the Department at the sole expense of the Grantee.
❑ 6. If necessary to increase sight distance,brush shall be removed from both sides of the approach and stumps shall be removed.The indiscriminate
cutting of merchantable timber or disfiguring of any feature of scenic value shall not be permitted.
❑ 7. The approach(es) shall be constructed in accordance with the attached . Sufficient length of
inches diameter culvert pipe shall be placed in ditch and laid to a true line and grade. The approach(es) shall be sur-
faced to the limits as shown on the plan with a 6 inch minimum compacted depth of gravel base material and a 3 inch compacted depth of crushed
surfacing top course.Asphalt paving will not be required. Finished grade of the approach shall be in accordance with the profile control as shown
on the attached plan. Directing of surface water from private property to Department right of way will not be permitted.
8. The approach(es) (intersection) shall be constructed in accordance with the attached Type "E" Plate Sufficient
length of N/A inch diameter culvert pipe shall be placed in ditch and laid to a true line and grade. The approach(es) (intersection)
shall be surfaced to the limits as shown on the plan with a 6 inch minimum compacted depth of gravel base material,a 3 inch minimum compacted
depth of crushed surfacing top course and paved with a 3 inch minimum compacted depth of Asphaltic Concrete Class "a" unless otherwise
specified by the Department. Any existing oil mat on shoulder or roadway shall be removed and new pavement laid to a butt joint with existing
pavement.Finished grade of new pavement shall be in accordance with the profile control as shown on attached plan. Directing of surface water
from private property onto Department right of way will not be permitted.
9. All buildings and appurtenances shall be so located at a distance from the right of way line of any State Highway that none of the right of way
therefore is required for use of the patrons or customers of any such establishment. Grantee shall comply with county building codes. Set-back
requirements for the location of buildings in relation to the right of way line are a function of local authorities and they should be consulted
regarding requirements that must be adhered to.
❑ 10. The Grantee agrees to schedule the work herein referred to and perform said work in such a manner as not to delay the Department's contractor
in the performance of his contract.
® 11. Work shall be restricted to the hours between 8:00 a.m. and 4:30 p.m. and no work shall be allowed on the right
of way Saturdays, Sundays or Holidays, unless otherwise authorized by the Department.
12. The shoulders, where disturbed, shall be surfaced with crushed surfacing top course three inches minimum compacted
depth, or as directed by the Department. The surface of the finished shoulder shall slope down from the edge of pavement at the rate of 'a
inch per foot unless otherwise directed. The restored shoulder must not have any strips or sections less than 2 feet wide. The restored shoulder
shall be surfaced with asphalt concrete pavement.
FORM 224 713
DOT REVISED 5 e3 Page 1 EXHIBIT 'A''
I
® 13. The Grantee shall be responsible for constructing and maintaining the road approach(es) and appurtenances between the shoulder line of the
highway and the right of way line inclusive of surfacing and drainage. The Department has the right to inspect all installations at the time of
construction and at any time afterward and to require that necessary changes and repairs be made. Unsatisfactory work will be corrected by the
Department, at the Grantee's expense, or access may be removed at the Grantee's expense. Directing of surface water from private property
onto Department right of way will not be permitted.
❑ 14. The approach shall be sufficiently surfaced back an adequate distance from the edge of the pavement to prevent any mud tracking onto the
highway. Any mud tracked onto the highway shall be immediately cleaned up by the Grantee or his agent.
❑ 15. Standard highway warning signs designated as "Truck Crossing" sign, plate W11.6, shall be placed and maintained at Grantee's expense on
each side of the approach. Signs shall be in evidence only when access is actually being used. If necessary flagman shall be provided. Sufficient
parking space shall be provided by the Grantee outside Department right of way so no vehicles will be parked on said right of way.
® 16. All manholes, valve covers, and like appurtenances shall be constructed at such an elevation to conform to the shoulder slope from the edge of
pavement or as directed by the Department.
❑ 17. All slopes,slope treatment,top soil,ditches,pipes,etc.,disturbed by this operation shall be restored to their original cross section and condition.
All hazards shall be marked by warning signs, barricades and lights. If necessary, flagmen shall be employed for the purpose of protecting the
traveling public.
® 18. During the construction and/or maintenance of this facility, the Grantee shall comply with the "Manual on Uniform Traffic Control Devices for
Streets and Highways."
❑ 19. Bond coverage required to insure proper compliance with all terms and conditions of said permit will be furnished by a Blanket Surety Bond held
at Headquarters in Olympia.
20. A surety bond in the amount of $ 2,000.00 written by a surety company authorized to do business in the State of Washington,
shall be furnished to ensure compliance with any and all of the terms and conditions of this permit and shall remain in force until all work under this
permit has been completed and approved by the Department.
❑ 21. Before any log hauling operations begin, a surety bond in the amount of $ shall be furnished by the Grantee to protect
the Department against any damage to the highway and to ensure complete removal of the approach and cleaning up of the right of way to the
satisfaction of the Department. Approval of all clean up work shall be secured before the bond will be released.
❑ 22. This permit is subject to the terms and conditions of Agreement No. In case anything contained herein is inconsistent
with said agreement, the agreement shall govern.
❑ 23. This section of highway is ON the master plan for limited access highways. At such time as this plan is implemented,your access will be subject
pp�1 to review.
1ql 24. Relative to advertising adjacent to all State highways, we wish to call your attention to the Scenic Vistas Act of 1971, Chapter 47.42 RCW and
State Transportation Commission ruling Chapter 468-66 WAC. Violation of this section of the statutes will be sufficient cause for cancellation of
this permit. On-Premise signs are allowed.
25. The Grantee shall notify the Department's representative upon completion of the work under this permit or franchise so that a final inspection can
be made.
a26. The Type "E" access shall be delineated with Type A, B, or C traffic buttons
to discourage parking within the State highway right-of-way (The existing
buttons in front of the facility will require revising when the pump island
is moved) .
a27. The proposed Texaco sign and corner radius of Shelton-Springs Road must also
be delineated with traffic buttons unless the sign is relocated to a better
location (We suggest that the proposed sign be located on top of the canopy) .
0 28. The existing pump island will be relocated to the Southeast as shown on
Exhibit "B", Page 1.
DOT REVISED 224
s e3 (BACK) Page 2
ASK
Washington State
Department of Transportation
-- Office of District Administrator
5720 Capitol Blvd.,KT-11
Tumwater,Washington
P.O.Box 9327
Olympia,Washington 98504-9327
Duane Berentson,Secretary
To: Yang Joo Na Date: May 9, 1990
From: Paula J. Hammond, P. E.
Transportation Planning Engineer
District 3
Permit No. M 90-65
Attached is your executed permit allowing you to perform the indicated
work on State highway right-of-way.
Before beginning work, please telephone both the Area Maintenance
Superintendent and the Utility Underground Locate Center to advise as
to your start of work date and location.
No work is authorized within the highway right-of-way until this
notice is given.
Upon satisfactory completion of the work and inspection as provided
for under Special Provision No. 25 , please request release of any
required bond or escrow account from the Maintenance Superintendent ' s
office.
PJCH
FDS
Attachment
cc: C. Vanderpool
b y
Right-Of-Way -�
o
Variable
c
`= _ Stanoo_rd Shoulder Plus 1' Curb As Required
-0.05 Ft./Ft.
8/ MAX
0 Edge Of Pavement ---�-
Catch Basins As Required
m12" MIN Culvert Pipe Diameter �-
=11 PROFILE CONTROLS
_A
D
r
a
Bldg.
M c c
O
= n Z n Pum s a
� O o_ ! o •Nlz ; a
CPaving Limiter n � Paving Limit Right-Of-Way Line
o to
r
m
1:25 Toper
'0 \ \ °� To Existing
1.25 Taper C
To Existing
a � Asphalt Concrete Pavement r U;
Taper B—
I 15'MIN ,
�i -- _ -25'MIN °j 15'MIN
m ---------� =- -------- --------- --` �- �' ----
m Edge Of Pavement Ct State Hwy
Condition A B C 0 E•• F G H I
•50' Or More Is Desirable Primarily SU & Less — — 10' 45' 30' — — 45' 10'
••15' For One Way Operation
Prirnury Combination Vehicle WB 40 5' 25' 5 45' 30' 6' 25' 40' 10'
Primary Combination Vehicle WB 50 & Doubles 8' 40' 2' 45' 30' 5' 25' 55' 10'
1'r inlur y Carnbinolion Vehicle WB 63 9' SU' 1' 1017 8' 40' 70'
10'
ASSIGNMENT OF ESCROW ACCOUNT
This assignment is for the purpose of fulfilling the requirement
of bonding collateral for Permit M90-65 The undersigned does.
hereby assign , transfer, and set over unto the State of Washington all
right , title and interest in and to $2 , 000 . 00 on _- COD 8668
/Account in the Shelton-------------------- Branch, Centennial_________ Bank ,
in the name of Yang Joo Na with full
power and authority to demand, collect , and receive said deposit and
to give receipt and acquittance therefor for the uses and purposes
prescribed above . It is understood and agreed that Shelton
Branch, _Centennial............. Bank holds the Certificate covering
said account in its possession and agrees to hold $2 , 000 . 00 until
a release of this assignment from the State of Washington is received.
The interest shall be payable to Yang Joo Na
Signed and dated at -- --------
Shelton Washington this
-------
day of May ---- 19 9Q
-------------------
a"---- ---
gnat�pre
eue----
--
Address
ACCEPTANCE
The undersigned hereby accepts the foregoing Assignment of Escrow
Certificate Voucher Number8668--------- , in the amount of $2 , 000 . 00
this ---8th' day of _May---------------- 19__40
------Centennial-Bank---------
Escrow Officer BANK PO Box 1128 Shelton, WA. 98584
------------------------------
Address of Bank
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!ANDS- w� ITE CTY'P�) I
Ganopy Identification Facility nppear,111MSl[In(IM01, 1�l
Configuration No.1
Distance will vary,
depending on length '
I '2
V-2" of canopy elevation.
Equal -Iy7, i' ti ;rat �w;,? ,x f l I glral
2'4'd. l ¢ �yt`Y f wx y 1. n..
4 r ' !
Equal ) - C(IIIal
'i�- � .T' �� �,�, rf• J _ •«t J>,�Jr�=7k 4?a,sr'•�f•t k
aai. ��{d r�}�'. •y4�^ zy �'-i:Y, ( i ':qn .4,-.�w� ,U,Wit..+<: L ,�F�. ..-
._,.. -..s,::,1 n� i «ry� � 5 " at�°'t+"a3 �, ��''r�'�-trµt•N L i y_:_.r.-
Preferred
General Positioning The principal aim of all Usually,it will not be When canopy is 71
Notes canopy signing is to necessary to-sign the placed perpendicular l I l
put the Texaco Logo- rear canopy elevation. to the main traffic I I
type"up front,"or near However,if rear of flow,sign as shown at
the main traffic flow. canopy faces traffic, right,combining con- TEXACO
Do not,however,sign i.e.,a shopping center, figurations 1 and 2.
any one corner with it may be signed. Sign short side with
the Logotype twice the Star Symbol only.
(see p.1G). Logotype and Symbol
i
are centered between4s
top and bottom edges TCXACO I I
of canopy and are po-
sitioned 1'-2"in from 1
right and left edges.
(See above.)
See illustrations it
right for canopy si4jning , I JI n
situations. _
Logotype and Symbol Placement syll :Only One Star
ynthol(not inr.ludirul
Ihr,f'limary Identififl)
is to ho visihlo from
any onn.dii n vaillaoo,
+'4^ point.
I'lace,Slat ili l;!oil
Canopy' 110lint Illarc
Star on nov lacilih;
buildings.
Mr Washington State
-„ Department of Transportation
Office of District Administrator
5720 Capitol Blvd.,KT-1 1
Tumwater,Washington
P.O.Box 9327
Olympia,Washington 98504-9327
Duane Berentson,Secretary
May 7, 1990
Yang Joo Na
c/o Mickelson Construction Co. , Inc.
2724-B Black Lake Boulevard
Olympia, WA 98502
Attention: Craig Hatch
C.S. 2302 SR 101
General Permit No. M90-65
Mile Post 344.02, Left
Dear Grantee:
SIGNATURE AND RETURN REQUIRED
Attached are the following items for the property owner's action:
1. Sign two copies of the permit under "Grantee" and return to
this office.
2. A bond is required per special provision No. 20 of the permit
attachment "Exhibit A". Please have the attached bond form
completed by a surety company authorized to do business in the
State of Washington. The required $ 2,000.00 bond must be in
the name of the property owner,- ,Return-,with the two signed
permit forms. If you prefer to set up an escrow account in
lieu of a bond, you may use the attached "Assignment of Escrow
Account" form instead.
3. Retain the third copy of the permit for your records until the
validated permit is signed by and returned from this office.
4. No work is authorized until you have received the validated
permit and given the required notice to the State's
representative.
Please call Ed Sharp at 753-1901 if you have further questions about the
permit or bond.
Sincerely,
PAULA J. HAMMOND, P.E.
Transportation Planning Engineer
PJCH Dist t 3
F'DS e
Attachment UC
cc: C. Vanderpool
r--
EXHIBIT 'A'
DESCRIPTION: Order No. : Q-88296
A tract of land in the Northwest quarter of the Northwest quarter of Section 12,
Township 20 North, Range 4 West, W.M., in Mason County, Washington, particularly
described as follows:
COMMENCING at the intersection of the Easterly right of way line of Primary State
Highway No. 9 (Olympic Highway) and the Southerly right of way line of the county
road in the Northwest corner of said Northwest quarter of the Northwest quarter;
run thence Southeasterly, along the Easterly right of way line of said State
Highway, 291 feet; thence East, parallel with the North line of said Northwest
quarter of Northwest quarter, 316 feet, more or less, to a point 50 feet due West
from the Southerly right of way line of said county road; thence North 39 feet,
more or less, to the Southerly right of way line of said county road; thence
Northwesterly, along the Southerly line of said county road; 565 feet, more or
less, to the POINT OF BEGINNING.
EXCEPTING THEREFROM, however, the following described portion thereof heretofore
conveyed to Lee F. Keifer, et ux, by deed recorded in Volume 155 of Deeds, page 43,
under Auditor's File No. 152310, towit:
COMMENCING at the intersection of the Easterly right of way line of Primary State
Highway No. 9 (Olympic Highway) and the Southerly right of way line of the county
road in the Northwest corner of said Northwest quarter of the Northwest quarter;
run thence Southeasterly, along the Easterly right of way line of said State
Highway, 291 feet to the intitial point of the tract of land hereby described;
thence East, parallel with the North line of said Northwest quarter of Northwest
316 feet, more or less, to a point 50 feet due West from the Southerly right of way
line of said County Road; thence North 39 feet, more or less, to an intersection
with the Southerly right of way line of said county road; thence Northwesterly,
along the Southerly right of way line of said county road, 12 feet to a point
thereon; thence Southwesterly 265 feet, more or less, to the POINT OF BEGINNING.
ALSO, EXCEPTING THEREFROM that portion of a tract of land in the Northwest
one-quarter of the Northwest one-quarter of Section 12, Township 20 North, Range 4
West, W.M., in Mason County, Washington, conveyed to Marvin H. Goodwin and Roberta
L. Goodwin, by instrument recorded under Auditor's File No. 313742, records of
Mason County, Washington.
BEGINNING at the intersection of the Easterly margin of Primary State Highway No. 9
and the Southerly margin of a county road known as Spring Road; thence South 280
09' 36" East along said Easterly margin, 195.56 feet to the TRUE POINT OF
BEGINNING; thence continuing South 280 09' 36" East along said Easterly margin,
95.00 feet; thence North 820 44' 07" East along the Northerly line of a tract of
land conveyed to Lee F. Kiefer, et ux, by instrument recorded under Auditor's File
No. 152310, 307.61 feet to said Southerly margin of Spring Road; thence North 630
50' 11" West along said Southerly margin, 252.01 feet; thence South 610 50' 24"
West, 140.41 feet to the TRUE POINT OF BEGINNING.
ALSO, EXCPTING that portion conveyed to the State of Washington as conveyed by
I•
Auditor's File No. 400986.
MASON COUNTY
DEPARTMENT of GENERAL SERVICES
Mason County Bldg. III 426 W.Cedar
P.O. Box 186 Shelton, Washington 98584
(206) 427-9670
building environmental health maintenance landfill parks&recreation fair/convention center planning sewer&water
April 9, 1990
District Location Engineer
P. O. Box 9327
Olympia, WA. 98504
RE: Airport Grocery
Dear Mr. Sharp,
The enclosed commercial project is found to border onto a State of
Washington Road and is herewith submitted for your review and
comment on ,'access and/or drainage.
//
LOCATION :
NUMBER OF LOTS:
ACCESS: i4Awj//v/
DRAINAGE:
ADDITIONAL INFORMATION: ���,��
Please send a copy of your comments to the applicant, his/her name
and address is :
Your comments and/or recommendations are requested by May 11, 1990.
Please send response to :
MASON COUNTY DEPT. OF GENERAL SERVICES
PLANNING DEPT.
P. O. Box 186
Shelton, WA. 98584
------- -----------------------------
RESPONSE
No Objections
Comments Attached
Signature
------------------------------------
Thank you,
Grace Miller, Planner
MASON COUNTY
DEPARTMENT of GENERAL SERVICES
Mason County Bldg. III 426 W.Cedar
P.O. Box 186 Shelton, Washington 98584
(206) 427-9670
building environmental health maintenance landfill parks&recreation fair/convention center planning sewer&water
Yang Moo Na April 11, 1990
E11900 Hwy. 101
Shelton, WA. 98584 .
Dear Mr. Na,
Your building permit application for the alterations to the grocery
requires review by the Planning Department and the State Dept. of
Transportation. I have sent the revised plans to the Dept. of
Transportation for their comment. The comment period will extend
until May 11, 1990. At that time the Mason County Planning
Department will review comments received and make a determination
on your proposal. The Planning Department will contact you in
regards to this determination at that time. If you have any
questions, please contact me at the number above. Thank you.
Sincerely,
Grace Miller, Planner
DEPT. OF GENERAL SERVICES
l :�
07 Seattle (2W 281 5noo Portland (503)284-6505 Hayward(416)081-0837 y
Toll Free: WA (800)552.7132 OR (800)452.7437 CA (800)282-0028 USA(not WA) (800)426.2W
.Jh
ACE TANK & EQUIPMENT — sti-P3 System 4'
I�1W.Sti+5 :j
protects a inst external corrosion
1 2
Protectivo cwting
Cathocd<c Protoction EElectrlcal wolatian
A tough c4ffaslon-resistant Tanks Installed with a perfect, stl-P,tanks are elect
coating sac*I the steel tank undamaged dielectric coating Isolated from piping ar 4
against attack from aggressive need no other method of adjacent structures,
soil conditions. Coatings used protection. In reality, perfect bushings or fiantge
with the 4ti-P;system are first coatings are very expensive are Installed In each
tested by ST!for their durability and coating damage is likely to The Isolation restricts.
and corrosion resistance. Only occur in shipping, handling and protected by the )
tested and opproved coatings installation. Sacrificial anodes extending their Ufa wld
can be used with the stl-P; are utiUzed to protect these fore the Ufa of the to**
system The;surface of the tank damaged areas. A time- current from nearby dif
is prepared to SSPC-SP6 honored means of protecting current sources can dm
(commercial blast) standards, pipelines and ship hulls from the tank through Its
and apprpVed coatings are, corroslon, they provide a isolation Is provided a
ailed tip gpecific thicknesses. protective nd slowly D crrent corrode in o
place of the tank. Their size and y ,
placement are pre-engineered,
and they are factory-installed. '
The anodes are self-starting
upon burial and need no other
equipment or connections.
<s .
ACE TANK & EQUIPMENT CO. 16
!1i-`.. ' . •..,.•1�A`*f`,..+i' 7ti�*i:�-h$'. .,, � .r.�,. .A„ "K'?`73., . )r: gin.. . .�. .. 5 � .r.K .., - ,
sti-P `)Limited;�Warranty
�. ) .. ! �r1 i.Y{`J J•..i tl,'�(i,'ti11�(�°�` •�i`1#�t... 5��!,t'', 'tv''.^'� .; �. !�C. ''�'.i' 1`. �. �' «{
1.•"lite.c..•t.�. ,,�,t.• „i,.t e,Y,:cN tw'K1 St;l.''::1tf`cR�'�e ` •!^. �.J.io`.''15.`.'.'v,:,j r.vr'3'.Yw`7'Y'.T!*��"C,.. A. -v.>f ;, 1.. , ».
The STEEL TANK INSTITUTE("STI")warrants each sti-P3®tank for 30 years following delivery of the tank,
against: (i)cracking,' breakup or collapse resulting in tank failure; and(ii)corrosion caused by reaction of the
tank with its'soil environment. In addition, the sti-P3®Licensee, identified below, warrants the tank against
failure due to defective materials and �1�Jorkmanship for I.year following the delivery of the tank. :,
Each!such limited warranty is subject to'the.,following conditions:
l..The steel tank.must bear the sti-P3®trademark,and nameplate showing the sti-P3®series number and must
be: '(i) the,original,.underground installation; (ii) fabricated by the Sti-P3® Licensee identified below
' ("Licensee') in accordance with the appl•;,able Sti-P3®specifications: and (iii) installed and maintained in
accordance with`applicable^sti-P3®installation instructions, which are printed in full on the reverse side, and
applicable codes and regulations.; ) , ,a ,:-;;,• .;
2. To permit Warrantors to fulfill the terms of this limited warranty, t • urchaser represents and agrees that,
upon discovery.of a suspected tank failure or leak covered by t ty, the purchaser shall give STI and
Licensee written notice thereof sufficient to permit them t e nk site prior to and during excava-
tion and the tank itself thereafter.,,,.
3. Warrantors obligations under this warranty sh , at their option: (i)repair of the original tank;
(ii)delivery of a replacement tank of appro ' el a size,design,quality of material and workmanship
as the original tank; or,(iii)refund of t gl c ase price.Warrantors shall not be liable for: (i) failure
of the piping system connected w• t St k; (ii)labor or other installation costs of any replacement
r';tank; nor(iii),any indirect or c amages to person or property,resulting from failure of the tank.
4. THE FOREGOING RANTY IS THE ONLY WARRANTY MADE. NO OTHER WAR'
RANTY OF ANY SS OR I)JPLIED, AND ALL WARRANTIES OR MERCHANTABILI-
TY AND FITNESS ARTICULAR PURPOSE WHICH EXCEED THE AFORESAID OBLIGA-
TIONS ARE HERE •DISCLAIMED BY ,THE WARRANTORS AND EXCLUDED FROM THIS
AGREEMENT OF'LIMITED WARRANTY,'' ; ; H f,I i , i,�i
5. The exclusion of indirect or consequential damages, as set,forth in Paragraph 3, and the limitation of
implied warranties, as set forth in Paragraph 4, may not be applicable to purchasers who are deemed"con-
sumers"and,who reside in states that do not allow the limitation of implied warranties or the exclusion of
indirect or consequential damages otherwise applicable to consumers. Moreover, if you are deemed a"con-
Sumer,"you may have specific legal rights in addition to those set forth in this warranty, which rights vary
from state to state. {. o sr :,�•
- ,, . .a. 'F.+ `;Y::.•,:.��a.l'�' ti;' ;'1ii:rh>iF1ct i +Jti ' ' r� .'a :`'.ara*.?�"�..i% ;t�� � �,,
7, .utP:�t•, •�r..j( ,+ ,:..,"^+r)7�jtl .. .�.rWSy+,h-i,i . �
$TEEL TA K INSTITUTE it ,,:sti-P,mLicensee
By: '' '..sti-P30 Tank Series No.
<.,Chairman, st' Prm Executive bmmittee
I
Date of Delivery
Attest: — 11, ., . is
Secr ary, sti-P30 Executive Committee
•t,�r• .1,_t. 'j `r•.. '�' rl'T 4 �'t"'1 �`A:'^t "•}'"t}f ' ," 1 ..
1985 Steel Tank 7 Institute,t P.�O.r]iox 4020,Northbrook,'Illinois 60.065,312/498-1980 ` ''•
aECIV�D' itft,�rs JUL 131987
Valid for sti-P,$tanks delivered on or after October 15, 1985 D'i)t. Corn 11.D2v@l.
• 1.
sxaf Oil' Value
"
B
//�
Frw+, Top of hand T�
s/Ir4r Secrion
i
�` �- 2" F�cx Conrrcctbr
i
�O hfDT 771w �1��L/rl C u
lass Te e
1 �
IL1_I P—E-N S F R -- ON -N E_Q-_T1.Q_N
MICKELSON CONSTRUCTION CO. , Inc
/Vo/`a/e j
2724-B Black Lake B1vd. oS .W.
Olympia, WA . 98502
1 ,24�1X 24'�S7�.rs:s BOX
, 1
of
4 � '� . a O� ► ..', 1 .� I' l 1
Jt• �� l 1 '. `I ( a ,I v ( 6'
1
/1
�ee
7r
Y
4 Vapor h' ficron 1.in a I � m f I R.Q/l
t "rd Ta'n A(
ro
Flaat-valves.__
ail
1
-SUBMERGED PUMP
MICKELSON CONSTRUCTION CO Inc . No fo*A
2724-B Black Lake B1vd. ,S.W.
Olympia, WA . 98502
Drop Tubes
Emco Wheaton offers a range of Installing Emco Wheaton drop to the top edge of the riser pipe is
drop tubes to match various fill sys- tubes is fast and simple and requires measured,and 3"is added.This,
tem needs.These drop tubes are no excavation.The drop tube is in- amount is then cut from the bottom of
supplied in a variety of lengths and serted in the riser pipe until it touches the drop tube at a 45'angle.Tho
are designed to be altered in the field the bottom of the tank.Next,the dis- tube is inserted in the tank and ready
to meet specific tank dimensions. tance from the top of the tube or lugs for use.
A70 Coaxial Drop Tube The A70 drop tube is used for Installation instructions are sup-
with Adapter coaxial vapor recovery tight fill sys- plied. Use with the A97 fill cap and
tems,and has a vapor recovery the F298 coaxial elbow or equivalent.
efficiency rated in excess of 95%. SOLD IN CARTONS OF TWO.(Tube
The A70 drop tube comes com- and adapter can be ordered
plete with the A96-001 adapter,and separately.)
the 491689 bushing if required.
The A70 is light weight aluminum
for easy handling.Guides are heliarc
welded for extra strength.Comes
complete with buna seal.Cut to size
in the field at a 450 angle for efficient
flow.
Model No. Fuel Size Weight Tube No. Adapter Bushing
A70-001 Leaded/Unleaded 4"x 12' 12 lbs. 491312 A96-001 N/A
A70-002 Leaded/Unleaded 3"x 12' 8 Ib.s 491402 A96 001 491689
A70-005 Leaded/Unleaded 4"x 5' Coax Tube Part Only N/A
ASS Coaxial Drop Tube Emco Wheaton's exclusive A88 field for efficient flow.Vapor recovery
with Adapter drop tube is used in coaxial fill sys- efficiency rated in excess of 95%.
tems to.provide a self-sealing vapor Use the A97 fill cap and F298 elbow
line.Spring-loaded assembly secures or equivalent. Installation instructions
the tube against the adapter during are supplied.SOLD IN CARTONS OF
normal storage.When product is TWO.(Tube and adapter can be
dropped,the coaxial elbow pushes ordered separately.)
the tube down from the adapter to
create a path for vapor return.The
A88 comes complete with adapter
and, if required,a reducer bushing.
Drop tube is light weight aluminum
for easy handling.Guides are heliarc
welded for extra strength. Standard
buna seal is supplied.Cut 45'in the
Model No. Fuel 'Size Weight Tube No. Adapter Bushing 1
A88-001 Leaded/Unleaded 4"x 12' 121/2 lbs. 491563 A89-001 N/A
A88-003 Leaded/Unleaded 3"x 12' 81/2 Ib.s 491659 A89-001 491879
'Many drop tube assemblies are available longer than 12'standard.Consult factory.
8
Underpump Valves
Section 6
Underpump Emergency These emergency valves are U.L. nance.Replacement tops for Emco
"Shut-off"Valves listed.They are designed for years of Wheaton underpump emergency
Wheaton underpump emer- safe,dependable operation. valves are also available.
Emco
Emco valves are mounted on fuel lines Emco Wheaton underpump emer- (Note:Also see Section 9,A44
gency gency valves are available in a wide emergency swing gate valve,Pape 34.)
in submersible pumping systems at
range of top connection designs and
island surface level and are designed to
mounting configurations to meet
shut-off in event of fire or impact pre- various installation criteria.All feature
venting possible dangerous situations. simple,fast installation and mainte-
A60 Underpump The A60 is a U.L.listed emergency the A60 assures minimal pressure drop
Emergency Valves valve designed to shutoff product flow during operation.Low profile for easy
in the event of fire or the dislodging or installation.Installation instructions
overturning of product dispensers.The included.
top portion of the valve immediately Single body style for all variants.
shears off on impact,and a heat Provides solid mounting to stabilizer bar.
sensitive fusible link automatically (Note:THE#563617 WRENCH IS
closes the valve poppet in event of fire. REQUIRED FOR INSTALLATION.
The A60 is installed on product lines ORDER SEPARATELY.)
at the island surface level and features
a built-in port to test the complete
piping system pneumatically without
breaking the line.(Note:Valve should -- -
not be pressurized above 50 psi during
testing.)The valve can be easily
' opened and closed by hand for pump
B
repair or removal,and can be manually
reset.(Note:operating valve against
pump pressure is not a recommended
API practice.)Laminar flow design of
Model No. Inlet Outlet Weight A I B
A60-001 1'/2"Female NPT 11/2"Union 51/2 lbs. 23/a" 73/ifi"
A60-002 11/2"Female NPT 1 Y2"Male NPT 4'/2 lbs. 23/a" 63/,"
AW-003 1'/2"Female NPT 11/2"Female NPT 41/2 lbs. r 23/, 6'/,"
Materials
Body: Cast iron Trim: Brass and Stainless Steel
Top: Cast iron Spring: Stainless steel 'Seals: Buna
"Also available in Viton.Variants are A60-011 Union,A60-012 Male,A60-013 Female.
Accessories(order separately)
A27-001:Stabilizer kit for all variants A60.Includes stabilizer bar,bracket,
mounting bolts,installation wrench 563617, instructions sheet,and all hardware
necessary for installation.
20
Step 2. Manhole to Riser 3.4 Put lid back on manhole to prevent backfill
2.1 Remove lid from manhole and leave white plas- from entering.
tic insert in place at manhole bottom to keep Step 4. Backfill and Finish
components centered during installation. 4.1 Finish backfilling over tank and around man-
2.2 Make up manhole/riser joint. Use Emco Whe- hole to depth required for the concrete pad.
aton Thread Sealant No. Z9 for aluminum 4.2 Set concrete forms as required.
threads. Tighten with Emco Wheaton A81 4.3 Pour concrete pad. Concrete must completely
Adapter Wrench on the 5" hex inside manhole fill around and under manhole rim to insure
body.' proper anchoring.
2.3 Adjust manhole length for settling allowance 4.4 Form required crown from rim to grade level.
using 3 plastic spacer blocks as previously des- Do not stand on manhole while concrete is wet.
cribed. 4.5 After concrete sets, remove 3 plastic spacer
Step 3. Nipple and Adapter blocks from manhole.
3.1 Install appropriate nipple to manhole. Use 4.6 Remove excess concrete from inside of rim and
4.00 - 8 NPT x 5" long nipple 563519 for all (2) run-off channels.
Emco Wheaton product drop adapters. Use 4.7 Paint lid and rim as required for product color
4.00 - 8 NPT x 3" long nipple 444441 with coding.
Emco Wheaton A76 Vapor Adapter.
3.2 Assemble proper adapter to nipple.
3.3 Make up joints in 3.1 and 3.2 with Emco
Wheaton Z9 thread sealant. Tighten with Emco
Wheaton A81 Adapter Wrench.
FIGURE 2
A1003-001 WITH DRAIN (SHOWN)
A1003-002 WITHOUT DRAIN
RUN-OFF CHANNEL ANCHOR NUTS (6)
° 2" MIN. CROWN
GRADE LEVEL °�°.o°'o'°'ao°o.o°o.° ---- - ------ 0:�'000' �o':
° UOoO p'0.' ° o °o. I oOo O•o'�° 00: .0:
"O'O.°.o..°.o o .'o.p..p.o 0,_0.:0�.:o, .0:'Q.O -------------5 o';00'':• o o' O:o' o.
00 ..p.o.o O,. 00:00.:o.O:pO.�:'p'' �o" 0 --------- Q.: ..Q'o.. o. o. O.o. o
o..0 0.:0':'00. 0° o. o o.po..•OoO.pO - -_-------- ' rl ?.0 0°.;:°a;.0+.°.00:.0 '°':°: °•Q.0' O� :oo
0, 0.. 'o °:. �'o OoOo'.° 00' o \.` --------�/ �o. o O' po�:o: o'.O'0.0.. .0.
'��.oQ'•°.° •. 0, Q'. p .,o00..0-:00• •o 'o:0•'O:O. °o 'o
°O.°ao° o - _--_ O:D.o. ...p o
------- 1
4" NPT X 5" LONG
REPLACEMENT PARTS = i !SPACER NIPPLE (563519) WITH
LID. NO. 492965 i i BLOCK A30, A70, A88 & A90
SHIELD NO. 492966 OR
_-DRAIN ASSY. NO. 492923 4" NPT X 3" LONGNIPPLE (444441) WITH
BODY ASSY. -- - A76 VAPOR ADAPTER
W/DRAIN NO. 492968 NOTE:
W/O DRAIN NO. 492969 NIPPLE, ADAPTER
Y.
AND CAP ARE NOT
INCLUDED.
I �-0
MAINTENANCE
1. KEEP RIM/LID AREA FREE OF DEBRIS.
2. KEEP MANHOLE FREE OF DEBRIS. sfl
3. KEEP DRAIN SCREEN CLEAN.
4. IF DRAIN BECOMES BLOCKED IT MAY BE CLEANED BY REMOVING THE ADAPTER, NIPPLE AND DROP
TUBE AND CLEARING BLOCKAGE WITH A NON-SPARKING BRUSH.
5. REPLACE ANY DAMAGED PART AT ONCE. REFER TO PARTS LIST ABOVE. EMCO",
WHEATON
PN 563543 REV B
Wayne VISTA
Dispensers-
Convenient Service
on the Island.
Wayne's VISTA dispensers
offer a higher level of quality and
reliability in a functional,contem-
porary design.VISTA's sleek,
smooth lines,with flush panels
and beveled corners,appeal to
today's consumers Every VISTA
dispenser is designed to be _
visually and functionally compati-
ble with any other dispenser in
the VISTA line.
VISTA offers more than just
good looks Wayne's exclusive
Unified Display makes VISTA
dispensers easy for customers to
use.All pertinent information is
PC presented in one focal point, j
eliminating confusion from
multiple eye and hand move-
menu Large,easy-to-read colored
LCD displays are visible from any
angle,at a distance and under
ice Sign any lighting conditions.
All VISTA dispensers feature •Electronic total ization for sales VISTA Options
push-to-start dispensing,eliminat- and volume to 8 digits •Full vapor-recovery or vapor-
ing.the need for customers to •Mechanical totalization for recovery ready(internal piping,
come in contact with the nozzle volume to 7 digits outlets and outlet adaptors,
boot area and making self-service •Full stand-alone operation hoses and nozzles)
dispensing user-friendly. capability •Preset keypad and display
•Price setting at the dispenser or •Dispenser integrated card
VISTA Features the system console processing terminal
• e Lar -to-read sales la •Automatic shut-down in case •Cash/credit operation
g easy-to-read y display y of electronic failure •Intercom speaker
with 6-digit sales and volume •Self diagnostics
Wayne Plus readout •Rapid service access and modu- •Single-sided display and
•Push-to-start operation lar replacement of parts operation
•Easy-to-use nozzle boot design •High-speed data link interface
with automatic shut-off to Wayne 2400/Plus and Wayne
•Rugged,heavy-gauge steel bolted chassis Plus"Series management
•Scratch-and rust-resistant control systems
•Postpay/prepay valuing for
powder-coated finish on all self service operation
components•Highly accurate piston meters •Easy-to-change advertisingpanels
with stainless steel liners and •All models available as remote
Viton seals dispensers;most models availa-
•Solid-state self-checking pulser ble as self-contained pumps
•Microprocessor-based com- •Key reset for full-serve
puter with non-volatile authorization
memory •Designed for global applications
•Some models available as self- •Easy retrofit for vapor-recovery
contained pumping units •Filters
(suction pumps)
VISTA
Muld-Grade Dispensers 1 r . r OuAdro b1spetiters andPops
� I
J
VISTA Multi-Grade Dispensers MGD Features VISTA Duo and Quadro Duo and Quadro Features
Wayne multi-grade dispensers •Full electronic operation,with Dispensers and Pumps •Full electronic operation,with
offer three configuration choices non-volatile memory battery Wayne's two-hose,one-product non-volatile memory battery
for 2-,3-and 4-product marketers, backup and two-hose,two-product Duos backup
allowing your customers a choice •Interfaces with cash manage- and the four-hose,two-product •Interfaces with cash manage-
of products from a single unit. ment and management control Quadro offer an outstanding ment and management control
Because Wayne's MGD dis- system equipment value for many station layouts. system equipment
pensers increase throughput, •Economical alternative to These economical alternatives •Economical alternative to
reduce space requirements and multiple dispensers to two individual dispensers also multiple dispensers
lower your per-hose costs and •Optional cash/credit selection decrease costs for land,equip- •Optional cash/credit selection
installation expenses,your opera- •Stand-alone or self-serve operation ment,installation and mainte- •Low-and high-hose
lion is more productive and more •Push-to-start with automatic nance.And by allowing configurations
profitable.These economical stop on nozzle replacement simultaneous operation from •Stand-alone or self-serve operation
alternatives to multiple dis- •Fully retrofittable for integrated both sides of the island,both the •Push-to-start with automatic
pensers decrease costs for land, card processing Duo and the Quadro can increase stop
equipment,installation and •High-hose design for customer your throughput and make your •Fully retrofittable for integrated
maintenance Multi-grade fueling convenience;valance optional operation more profitable. card processing
point configuration can increase •Modular self-diagnostic electronics Full stand-alone capability •Modular self-diagnostic electronics
station throughput with existing •One-button automatic totalizer; means there's no need for addi- •One-button automatic totalizer,
islands and space. backup mechanical totalizer tional wiring and remote com- backup mechanical totalizer
Full stand-alone capability •Available in vapor-recovery puter installation.Vista Duos and •Available in vapor-recovery
means there's no need for addi- ready and vapor recovery Quadros can operate indepen- ready and vapor recovery
tional wiring and remote com- configurations dentl of POS equipment This co lions
�g �� Yconfigurations
puter installation.Vista MGDs includes changing prices at the
can operate independently of dispenser.In the event of power
POS equipment This includes loss,volume and sales totals are
changing prices at the dispenser: retained in a non-volatile memory
In the event of power loss,vol- for a minimum of 90 days.
ume and sales totals are retained
in a non-volatile memory for a
minimum of 90 days. j