PE-1423E-93Date Submitted I Description I Initials
/0 / / if lq 3AGREEMENT TO PAY FEES OR PRIORITY FEE COMPLETED & COPY TO ACCOUNTING
,Jr) l /7 LE2FINAL PLAT FEES COMPLETED & COPY TO ACCOUNTING
°C; (�
/ / NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NEEDS TO BE SIGNED
/ / DESIGN DEVIATION SUBMITTED
/ / ALTERATION TO PLAT - BLOCKS & LOTS
/ / HEARING EXAM _ APPROVED _ DENIED - _APPEALED BBC / PROJECT
APPROVED _ DENIED
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Contact person
FLOOD ZONE
Planning Contact Person
\p\t \revtew.for
J NO
Date to Review Time
Date to AA & DR Time
Date Received 10 -8 -93
ENGINEER'S REVIEW SHEET
BLDG. PERMIT # -or -FILE#
Related File # ( )
Project Name RIDGEMONT EST N04 6T11 ADD No. Lots 5 No.Acres
e - Township - Range
SITE ADDRESS E SULLIVAN /S 20TH PARCEL # 25542 -9069
Applicant's Name KEN TUPPER - SULLIVAN SOUTH ENTERPRISES
Address 12929 E SPRAGUE AVE- SPOKANE WA 99216 Work #
W S SCHOOL 356
Engineer / Surveyor's / Architect's Name
Date Conditions mailed
Phone #
PE- 1423E.
Phone # 928 -1991
SIMPSON ENGINEERS INC
909 N ARGONNE RD
SPOKANE WA 99212926 -1322
Phone # 456 -2205
\U\plalhsLCk
STATISTICS DATE
Plat Check Fee
/U l rIf{� 7,'j tat A, /r' -73 45 eR o
Number of Lots
/
9
Road Miles (New)
A / .
Total Area
1
/_zS:q—
MAP
North Arrow
Scale
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Legend
J]
Procedures & Equipment
Basis of Bearings
(--
Plat Location By Title
(
Official Signature Blocks
Surveyors Certificate
Road Names
S?.c Si S fl nt5
\'
Cl
Road Widths
\
Adjacent Area
•/
Lot & Block Numbers
R/W Dedication designated
f
1 Foot Strips
J j
3 RPS on GLO Corners
Tract X
Lot Areas
Bench Mark
Closure
c
L I 1 —) - Cj `. Si) t't,M 4'44 DEDICATION
Description (To Map)
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ak
Description (To Cert)
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Owners
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Certificate to Plat
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4 - ?x'44 3 7'.---77.-3— '
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RID - CPR Statement
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Access Prohibited
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R/W Dedication
Drainage Language
4 -h c c K S'C,fi01W PA2. D 3r 5
Flood Insurance
Alt
Stormwater Management
208 Bonds - $1,000.00 ea
208 PLANS APPROVED / / -
fit./
Private Road Doc. #'s
Private Road Warning
t
Road Plans
4
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Rod
Bond Road Impro
Signed By Engineer
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EXCEPTIONS:
1. Taxes and assessments, if any, no search having been made thereof.
2. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF:
sac
BETWEEN:
AND:
DATED:
RECORDED:
RECORDING NO.:
REGARDING:
AREA AFFECTED:
3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF:
BETWEEN: Spokane County, a political
subdivision
AND: Sullivan South Enterprises, a
Washington General Partnership
AND: Alfons B. Renz and Hilda E. Renz,
husband and wife
DATED: September 15, 1988
RECORDED: 'September 21, 1988
RECORDING NO.: 8809210088
REGARDING: Spokane County Sewerage Agreement
4. Potential liability for assessments levied by Spokane County Utility
Department for the Aquifer Protection Area. To verify, call 458 -2538.
In order to make payment, account number is necessary.
TRANSAMERICA TITLE INSDRANCE COMPANY
page 2 of 2
Order No.: MW- 180021
Alphons B. Renz and Hilda E. Renz
Spokane County
December 10, 1975
December 12, 1975
7512120290
To indemnify and release the
indemnitee from all actions
attributable to the indemnitee
locating, establishing, constructing,
operating, maintaining and all
matters incidental thereto, the
drainage control system in
conjunction with Ridgemont Estates
Northwest quarter of Section 25.1ying
Northwesterly of Ridgemont Estates
By
Ma "reen Wild, Title Officer
PREPARED FOR:
KENNETH TUPPER
C/O WINDERMERE TUPPER
E. 12929 SPRAGUE
cc: Simpson Engineers Inc.
cc: Spokane County Planning
TRANSAMERICA TITLE INSURANCE COMPANY RECEIVED
720 NORTH ARGONNE
SPOKANE, WASHINGTON 99212 NOV 0 C 1993
(509) 922- 2222/FAX 926 -1519
SPOKANE COUNTY ENGINEER
Order No.: MW- 180021M
Certificate for Filing Proposed:
RIDGEMONT ESTATES NO. 4 - 6TH ADDITION
page 1 of 2
Charge:
Tax:
Total:
PLAT CERTIFICATE
Effective Date:. September 23, 1993 at 8:00 a.m.
In the matter of the subdivision to be submitted to Spokane County for
approval, this company has examined the records of the Spokane County
Auditor's and Clerk's offices, and the office of the Clerk of the United
States District Court holding terms in said county. This certificate is
made for the purpose herein specified, and is not to be used as a basis for
closing any transaction. Liability is limited to the amount paid for this
certificate. From such examination, the company hereby certifies the title
to the following described land, in said Spokane County, to wit:
Situate in the County of Spokane, State of Washington.
VESTED IN:
P 11P36
$125.00
10.00
$135.00
That portion of the Northwest quarter of Section 25, Township 25 North,
Range 44 East, W.M., described as follows:
BEGIN at a point 75.00 feet East of the centerline of Sullivan Road
and 30.00 feet South of the centerline of 20th Avenue, as measured at
right angles; thence South 89 ° 20'22" East, along the South line of said
20th Avenue, as dedicated in the Plat of RIDGEMONT ESTATES NO. 4 - 5TH
ADDITION as per plat thereof recorded in Volume 20 of Plats, Page 62,
418.35 feet; thence South 00 °39'38" West, 125.00 feet; thence North
89 °20'22" West, 438.35 feet to the East line of said Sullivan Road;
thence North 00 °39'38" East, along said East line, 105.00 feet to the
beginning of a curve concave to the Southeast with a radius of 20.00
feet; thence Northeasterly, through a central angle of 90 °00'00 ", an
arc distance of 31.42 feet to the Point of Beginning;
T.D.C. INC.; a Washington corporation and SULLIVAN SOUTH ENTERPRISES,
a Washington General Partnership.
-LP=., i i' OF
;ANE COUNTY
ASSESSOR q -K7
640. Ac.
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, RIDGEMONT I
I ESTATES NO.4 �
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R IDGEMON T
esi O 4
2nd pD
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29
J 404
This sketch Is proov'(ided, w thout charge
Information. ft Islnot intended to s
related to the property Including, but
to, area, dimension& easements,
location of boundaries. It Is
it modify, the a itmert or
attached. The
matter related
mode to an a
44
RIDGEMONT
ESTATES
NO.2
E$Tp►T ES
TRANSAMERI /TRLE tJSUr,AN e= COMPANY
1
I matters
limited
oachments, or
rt of, nor does
icy to which It Is
umes NO LIABILITY for a
dr. Reference should be
for further Information.
Y
JFFICE OF THE COUNTY ENGINEL
Spokane County, Washington
Date: i1- 8- 93
TO: 6nilS ENG inifetaid. 7
FROM: f u- Et%NC,
SUBJECT: / Drainage Language for the Dedication on CIO6fMANTai a We 4 - TN DO,
1) Drainage easements, as platted and shown hereon, which are for the purpose of installing,
operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby
granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage
easements adjacent to the public right of way. The property owner shall maintain the drainage
swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do
not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated
by the approved plans.
2) The owners of Lots , , & , of Block , and Lots
& of Block , shall be held responsible for
keeping open and maintaining the path of the natural or man -made drainage flow over and across
the property.
3) The property owner or his representative shall inform each succeeding purchaser of all drainage
easements on the property and his responsibility for maintaining drainage facilities within said
easements.
4) Spokane County does not accept the responsibility of maintaining the drainage course on private
Tots within drainage easements or floodplain areas, nor the responsibility for any drainage,
whatsoever, including but not limited to inverse condemnation to any properties due to deficient
construction and /or maintenance of drainage courses in drainage easements on private property.
The lowest building opening, including basement opening, for any building on Lots I, Z - t 3 ,
4 and Block � shall be high enough to allow a minimum slope of 3%
away from the building in 10 feet. All drainage shall be routed away from the building to natural
drainages or other lawful drainage features.
6) Development within this subdivision shall conform to the requirements of the National Flood
Insurance Program and Chapter 3.20 of the Spokane County Code. The lowest floor, including
basement floor, for any structure shall be constructed according to the requirements of the
Spokane County Flood Zone regulations in effect at the time a building permit is issued.
Purchasers of property in this subdivision are warned of possible flooding or ponding and the
potential requirement to purchase Flood Insurance. This warning shall be carried in each and
every deed drawn to transfer ownership of any and all property within this plat in the Area of
Special Flood Hazard.
7) An approved lot grading plan exists for Lots , , and
Block , and Lots & , Block
Grading must conform to said plan on file in the County Engineer's Office.
8) Spokane County shall not he responsible to maintain ingress or egress across the flood plain area.
9) The owner(s) or successor(s) in interest agree to join in any County approved Stormwater
Management Program and to pay such rates and charges as may be fixed through public hearings
for service or benefit obtained by the planning, design, constructing, maintaining, or operation
of stormwater control facilities.
10) A statement must appear in the dedicatory language of the plat that individual driveway access
permits be required prior to issuance of a buildingJpermit for driveway approaches to the County
road system. This approach shall be constructed in accordance with the approved plan on file
in the County Engineer's office.
I\Wddcv'gcn4t.drain
t impson Engineers, Inc.
CIVIL ENGINEERS AND LAND SURVEYORS
Licenced in Washington and Idaho
N. 909 Argonne Road Spokane, WA 99212
(509) 926 -1322 Fax: 926 -1323
Mr. DAVE BERTO
Spokane County Engineers
W. 1026 Broadway
Spokane, Washington 99260
Dear Dave:
EXPIRES 7117) 9s
RECEIVED
NOV 0 2 1993
SPOKANE COUNTY ENGINEER
CLARENCE E. SIMPSON
1901 -1987
RICHARD L. SIMPSON
CHARLES E. SIMPSON
November 2, 1993
With regards to a drainage plan for Ridgemont Estates No. 4 6th Addition as required in Facts of Findings, Engineers
condition No. 3 for Ridgemont Estates. Drainage has been taken care of through the development of Ridgemont Estates
No.4 5th Addition. Which included the development of 20th Avenue with curb and drainage ponds along Sullivan Rd. and
also along 20th Avenue, see street plan profile sheet 1 of 5 for 20th Avenue for Ridgemont Estates No.4 5th Addition.
Thanks,
DUANE M. HELT
A t „„004.5
IL ig- '93
known as:
S P o IC A ry
OFFICE OF TIIE COUNTY ENGINEER
Ronald C. rlormann, P.E., County Engineer
ENGINEER'S AGREEMENT NUMBER
&tinotir trr4rrs y 42,02 roN 6
(project aauress'br meanie & IIIe number)
(PRINT NAME)
RETURN YELLOW COPY TO SPOKANE COUNTY ENGINEERS
klp?agrccmcn 8/20/93
W. 1026 Broadway Ave.
AGREEMENT TO PAY FEES
SIGNATURE By:
C /) � y/»
C o v -r ..
A DIVISION OFTIIE PUBLIC WORKS DEPARTMENT
Dennis M. Scoll, P.E., Director
P Kfa3e
This agreement between Spokane County and / re / ,7 74 SA/7_ ,
(name 01 person)
whose interest in the project is P/vt/a
(Le. wner, agent, ele.)
is entered into this / 9 day of chrome, 19 9.3. This agreement is applicable to the project
aDt a` . Tbitz- mitts
That the individuals and parties named herein as having an interest in the above described property or
project agree to the following:
1. Reimburse Spokane County for project review and inspection fees as specified in
Chapter 9.14 of the Spokane County Code. The fees will be based on actual salary
costs incurred by Spokane County for project reviews and / or inspections plus a ten
percent administrative charge, and will be billed monthly as accrued. Any final
billing amounts, to include any late fees or any other expenses incurred in the
collection of an overdue account must be paid prior to the County's acceptance of
the project for filing.
2. The undersigned agrees that these fees are due and payable upon receipt of the
billing as specified above.
3. Any invoices not paid within 30 days of the invoice date will be subjected to a late
fee charge of 1% per month (12% per year) on the unpaid balance of the account
and any accrued late fee charges. In addition, if any outstanding balance on the
account for this project is not paid within 30 days of the invoice date, no further
reviews of the project documents will be conducted until the entire account balance
is paid. Any balance on the account for this project not paid within 65 days of the
invoice date may result in legal action or the initation of other collection procedures,
including referral to a collection agency. The Sponsor will be liable for any and all
expenses incurred by the County for the collection of overdue accounts.
4. The monthly billing shotild be sent lo the attention of:
NAME: 77. / �Av� /1 fr —
ADDR ESS: /a 9- ' rsre Q //it ,
CITY, STATE: cVPD.e,o G22i4
ZIP CODE: 99c2/
PHONE #: 90 /99/
I understand that failure to pay these fees may result in delay in completion or approval of the project or
other possible sanctions.
Q If this fee agreement is completed by someone other than the Sponsor (i.e., the
project owner or a principal in the firm sponsoring the project), such as the Engineer
designing the project, then written authorization from the Sponsor specifically
authorizing the Agent to execute this Fee agreement is attache this Fee
Agreement.
Spokane, WA 99260 -0170 (509) 956 -3600 FAX (509) 956 -9715
ACCOUNT
HOW PAID
BEGINNING
BALANCE
CASH
AMOUNT
PAID
/CC
J')
CHECK
/Q4
BALANCE
DUE
MONEY
ORDER
MADE IN U.S A
0 Wibomonn. 1989
DATE /0 - 3 RECEIfrU N 1 U 93 91$ R
RECEIVED FROM � ! i i / Yo/?
Address /a l, J/ -1R/% o
O/�hA /C-. l'� / 7 / �J
FOR AC c;-s i EY tcT % /14 4 C
— T D C-1NC
RIDGEMONT'ESTATES
E 12929:SPRAGUE
SPOKANE- WA= 99216
7-Jr PAY TO THE Sr
-- ORDER :OF____ poAakv2_ -'l vcYI ( T ' '�T� l._
WAS H I N G TO N: M UTUAL..—
SAVINGS BANK-_. --
Nonnool�re�a��a��>,rc.mx
BY
7- 1:3=2= 50= 70= 7E01:0SOni -30 i 5?Eon ill' LO4 i
� - ' Nam A 9 es
_FOR - �- � wA:ssz -
1 -�'{t �GQ9CJ_ .�i,•^r__�� L��.
/`
/ 7 19 /3 19 7076/3250
I $3 /co.00
OLLARS__. -...
FROM ANGLE
P 143E RIDGEMONT ESTATES #4 6TH ADD PLAT FOUNDRY 10 -18 -93 D.P.
AUTO INVERSE
* * * ** START
1 INV N 0 39 38.0 E
RADIAL N 89 20 22.0 W
DELTA 90 00 00.0 RT
RRDIUS 20.0000
TAN 20.0000
L -ARC 31.4159
RADIAL N 0 39 38.0 E
RP
2 CHORD N 45 39 38.0 E
TAN @PT S 89 20 22.0 E
4 INV S 89 20 22.0 E
5 INV S 0 39 38.0 W
6 INV N 89 20 22.0 W
NO CLOSURE ERROR Area = 54707.91 sq ft
DIST NORTH
105.0000
28. 2843
418. 3500
125.0000
438. 3500
EAST TO
500.00000 500.00000
604.99302 • 501.21050
604.76245
6'24. 76112
619.93812
494.94643
500.00000
1
L-
521.20918 3
521.43975 4
939.76195 5
938.32087 6
500.00000 7
500.00000 500.00000 1
1.25592 ac
BEFORE SPOKANE COUNTY PLANNING DEPARTMENT
IN THE MATTER OF AN EXTENSION )
OF TIME REQUEST FOR RIDGEMONT ) FINDINGS OF FACT
ESTATES NO. 4, PE-1423-82, AN ) CONCLUSIONS AND
APPROVED PRELIMINARY PLAT. ) DECISION
THIS MATTER, a request for an extension of time from Ken Tupper has been received and
decided upon, pursuant to Spokane County Subdivision regulation (Chapter 111, Section G) and
RCW 58.17.140.
FINDINGS OF FACT
1. The individual signing below has been properly delegated the responsibility for rendering this
decision by the Spokane County Director of Planning.
2. The subject preliminary plat was approved by the Hearing Examiner Committee/Planning
Department/Board of County Commissioners on July 27, 1982.
3. Spokane County has established specific criteria for considering the extension of time for the
expiration of preliminary subdivisions, specifically for regular subdivisions, and department
policy for short subdivisions. These criteria are found in Chapter III, Section G of the
Spokane County Subdivision Ordinance and have been used as a basis for this decision.
4. The Comprehensive Plan designates this area of the preliminary plat as Urban, and the
location is within the Priority Sewer Service Area. The Comprehensive Plan designation has
changed from Suburban to Urban since the original preliminary plat approval.
5. No additional conditions have been recommended by the various reviewing agencies and
departments, including the County Engineer's Office, County Health District, County
Utilities and the Department of Building & Safety.
6. This is the fifth request for a time extension. Time extensions have been granted on:
August 22, 1985 for a period of one year.
December 1, 1986 for a period of one year.
December I, 1988 for a period of two years.
December 1, 1990 for a period of two years.
The total life of the preliminary plat has been approximately 10 years.
7. The following facts are also relevant.
a. The preliminary plat was approved for 284 lots. Eighty -six (86) lots have been
finalized in five (5) phases.
b. A portion of this preliminary plat has received approval as a preliminary plat known as
Ridgemont Estates North (PE- 1684 -92) and is therefore, no longer included within this
time extension. Approval is for the area as shown on the preliminary plat of record
dated February 3, 1993.
c. A parcel of approximately 6.02 acres included in this preliminary plat, has been
developed with a church. This parcel was created through the Certificate of Exemption
process (see CE- 201 -91). This parcel is no longer included within this approval as
shown on the preliminary plat of record dated February 3, 1993.
d. The applicant has shown progress in finalizing lots in the past two (2) years, namely
finalization of Ridgemont Estates No. 4, 2nd Addition through 5th Addition.
This extension of time is granted based upon recent progress. Progress toward finalizing
should be shown or future extensions will likely not be granted.
RECEIVED
JUN 0 31993
SPOKANE COUNTY ENGINEER
Extension of Time Findings File No. PE- 1423 -82 Page 2
BASED UPON A REVIEW of (a) the criteria for approving an extension of time of the expiration
date for a preliminary plat and (b) the above Findings of Fact, the following conclusions are made.
1. The preliminary plat remains consistent with the Comprehensive Plan of Spokane County
including the Arterial Road Plan.
2. The applicant/owner should show progress toward complying with Chapter III, Section 0;
of the Subdivision Ordinance before requesting an additional extension of time.
3. That a three (3) year extension of time be granted until December 1, 1995 to provide
additional time to finalize the plat.
BASED UPON THE ABOVE Findings of Fact and Conclusions, an extension of time request for
application PE- 1423 -82, Ridgemont Estates No. 4, is hereby APPROVED until December 1,
1995.
I . A consolidated set of applicable conditions of approval is attached. Additionally, the
following apply.
a. Prior to issuance of a building permit for any portion of this preliminary plat on a lot,
regardless of size, the sponsor /applicant shall file a final plat for such a lot or create
such a lot by a process as determined by the Planning Director.
b. A consolidated set of updated conditions of approval is attached.
c. The extension of time is approved for that area as shown on the plat of record dated
February 3, 1993.
Subsequent extension of time will only be considered upon a finding of substantial
compliance with Chapter III, Section G, of the Subdivision Ordinance; otherwise the
preliminary subdivision approval will become null and void.
SPOKANE COUNTY PLANNING DEPARTMENT CONDITIONS
1. The proposal shall comply with the Urban Residential -3.5 (UR -3.5 zone as amended.
2. The final plat shall be designed substantially in conformance with the preliminary plat of
record. No increase of density or number of lots shall occur without a change of condition
application submittal and approval.
3. The Planning Director /designee shall review any proposed final plat to ensure compliance
with these Findings and Conditions of Approval.
4. A final plat name shall be indicated before the final plat is filed, such name to be approved
by the Planning Director /designee.
5. Appropriate road name(s) shall be indicated.
6. The preliminary plat is given conditional approval for three (3) years, specifically to May 1,
1993. The applicant may request an extension of time by submitting a written request
approximately forty -five (45) days prior to the above expiration date.
7. Appropriate utility easements shall be indicated on copies of the proposed final plat.
Written approval of utility easements by appropriate utility companies shall be received with
the submittal of the final plat.
8. The final plat map shall indicate by a clear, dashed line the required yard setbacks from all
private, "Tract X" or public roads. The dedication shall contain the following statement:
REV 1/90
CONCLUSIONS
DECISION
CONDITIONS OF APPROVAL
Extension of Time Findings File No. PE- 1423 -82 Page 3
"Side yard and rear yard setbacks shall be determined at the time building permits are
requested unless these setbacks are specifically drafted on this final plat. The setbacks
indicated on this plat may be varied from if proper zoning approvals are obtained."
9. Three (3) current certificates of title shall be furnished to the Planning Department prior to
filing the final plat.
10. Prior to filing of all or a portion of the final plat the applicant's surveyor shall submit one or
more maps outlined in red of the area being finalized. The scale shall match the appropriate
assessor's map scale.
11. The final plat shall indicate yard setback arc lengths on cul -de -sac lots which meet or
exceed the minimum frontage of the underlying zone of the final plat.
12. A plan for water facilities adequate for domestic service and fire protection shall be
approved by the water purveyor, appropriate fire protection district, County Building &
Safety Department and County Health District. The agencies will certify on the Water Plan,
prior to the filing of a final plat, that the plan is in conformance with their respective needs
and regulations. The Water Plan and certification shall be drafted on a transparency
suitable for reproduction and be signed by the plat sponsor.
13. The water purveyor shall certify that appropriate contractual arrangements and schedule of
improvements have been made with the plat sponsor for construction of the water system in
accordance with the approved Water Plan. The time schedule shall provide for completion
of the water system and inspection by the appropriate health authorities prior to application
for building permits within the final plat. The arrangements or agreements shall include a
provision holding Spokane County and the purveyor harmless from claims by any lot
purchaser refused a building pemiit due to the failure of the subdivision sponsor to
satisfactorily complete the approved water system.
14. The final plat dedication shall contain the following statement:
"The public water system, pursuant to the Water Plan approved by county and state health
authorities, the local fire protection district, County Building & Safety Department and
water purveyor, shall be installed within this subdivision and the applicant shall provide for
individual domestic water service as well as fire protection to each lot prior to sale of each
lot and prior to issuance of a building permit for each lot."
15. No building permit will be issued for any lot within the final plat until certified by a
Washington state - licensed engineer that "the water system has been installed pursuant to the
approved Water Plan for the final plat " including a signed license stamp. The certification
may be in the form of a letter, but is preferred to be certified on a copy of the Water Plan as
a schematic map showing the "as- built" water system.
16. The Water Plan and the above four (4) conditions of approval regarding the Water Plan
may be waived by the Planning Director /designee upon receipt of letters from the
appropriate water purveyor and fire protection district stating that simple connections to an
existing, approved water system will provide adequate domestic and fire protection water to
ensure the public health, safety and general welfare.
17. A survey is required prior to the filing of a final plat.
18. Prior to approval of road and drainage plans, you are required to coordinate with the United
States Postal Service to determine type and location of central mail delivery facilities which
may include applicable easements for developments of three or more homes.
SPOKANE COUNTY ENGINEER'S DEPARTMENT CONDITIONS (As stated in
Extension of Time Approval Dated November 30, 1990)
1. The conditional approval of the plat is given by the County Engineer subject to dedication
of right -of -way and approval of the road system as indicated in the preliminary plat of
record.
2. Plans, profiles, and cross - sections as designed to County standards showing proposed
street centerline and curb grades shall be submitted to the County Engineer for approval
prior to construction and /or the filing of each final plat; road plans to be prepared under the
direction of a licensed Professional Civil Engineer.
REV 1/90
Extension of Time Findings File No. PE- 1423 -82 Page 4
3. Drainage plans and design calculations showing the alignment of drainage facilities shall be
submitted to the County Engineer for approval prior to construction and/or the filing of the
final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil
Engineer.
4. Construction within the proposed public streets and easements shall be performed under the
direct supervision of a licensed engineer /surveyor, who shall furnish the County Engineer
with "as- built" plans and a certificate in writing that all improvements were installed to the
lines and grades shown on the approved construction plans and that all disturbed
monuments have been replaced.
5. No construction work is to be performed within the existing or proposed public right -of-
way until a permit has been issued by the County Engineer. All work is subject to
inspection and approval by the County Engineer.
6. All construction within the existing or proposed public right -of -way is to be completed
prior to filing each final plat, or a bond in the amount estimated by the County Engineer to
cover the cost of construction of improvements, construction certification, "as- built" plans
and monumenting the street centerlines shall be filed with the County Engineer.
7. Appropriate provision shall be made that the following- described property be held in trust
until the continuation of the streets be dedicated or deeded: a one (1) -foot strip at the ends
or edges of all streets that terminate or border the subdivision boundary. (Temporary cul-
de- sacs are required when streets terminate at the subdivision boundaries.)
8. Individual driveway access permits are required prior to issuance of a building permit for
driveway approaches to the county road system.
9. Dedication of of additional right -of -way along is required.
10. That the final plat boundary be depicted as the westerly section line of Section 25,
Township 24 North, Range 44 EWM, and that the total right of way dedication from that
line be shown as 43 feet.
11. A statement shall be placed in plat dedication that no direct access be allowed from
residential lots to .
i
12. Existing county roads providing direct access to the plat shall be paved and/or curbed to
Spokane County standards.
13. All public roads within the plat shall be designed and constructed to Spokane County
standards.
14. Sidewalks are required along the arterials on .
15. That Public Road Standard Typical Roadway Section be Section Number 2 for 16th
Avenue with minimum paving width being the Access Standard, Section Number 2 for
other public roads within the preliminary plat with minimum paving width being the Access
Standard, and Section Number 2 for 24th Avenue with minimum paving width being the
Collector Standard.
16. The proposed subdivision shall be improved to the standards set forth in Spokane County
Board of Commissioners Resolution No. 80 -1592, as amended, which resolution
establishes regulations for roads, approaches, drainage and fees in new construction.
17. That Sullivan Road be improved to the Typical Roadway Cross Section designed by the
Spokane County Engineer for the Sullivan Road Project CRP 1679. These improvements
shall be made on the east half of Sullivan Road along the westerly plat boundary.
18. That the intersection of 20th Avenue as proposed shall be located so that it is compatible
with the location of the entrances to the proposed Central Valley Educational Services
complex. This shall be coordinated through the office of the County Engineer.
19. That the County Engineering Department shall review and approve, per the existing
operation and maintenance agreement, any and all final Plat designs and Plat dedication to
assure the continued operation and maintenance of drainage facilities affecting the proposed
plat.
REV INO
Extension of Time Findings File No. PE- 1423 -82 Page 5
20. No direct access to 24th Avenue from Block 10 as shown on Revised Preliminary Plat of
Record.
21. Access to 24th Avenue from Lot 7, Block 1, is prohibited.
22. That sidewalks are required along 16th Avenue adjacent to the plat.
23. That a 60 foot wide easement for ingress and egress to the retention pond shall be provided
across Lot 45, Block 10. The location of this easement shall be approved by the County
Engineer prior to filing of the plat.
SPOKANE COUNTY UTILITY DEPARTMENT CONDITIONS (UPDATED)
1. The dedication shall state:
"The owner(s) or successor(s) in interest agree to authorize the County to place their
name(s) on a petition for the formation of ULID by petition method pursuant to RCW
36.94, which petition includes the owner(s)' property; and further not to object by the
signing of a protest petition against the formation of a ULID by resolution method pursuant
to RCW Chapter 36.94 which includes the owner(s)' property. PROVIDED, this
condition shall not prohibit the owner(s) or successor(s) from objecting to any
assessment(s) on the property as a result of improvements called for in conjunction with the
formation of a ULID by either petition or resolution method under RCW Chapter 36.94."
2. Any water service for this project shall be provided in accordance with the Coordinated
Water System Plan for Spokane County, as amended.
3. Applicant shall make connection to public sewer system. Sewer connection permit is
required. Plans and specifications are to be reviewed and approved by the Utilities
Department.
SPOKANE COUNTY HEALTH DISTRICT CONDITIONS (UPDATED)
1. A combined surface water and sewage disposal detailed plan shall be approved by the
Spokane County Engineer and the Spokane County Health District prior to the issuance of
any on -site sewage disposal permit or building permit for this project.
2. Water service shall be by an existing public water supply when approved by the Regional
Engineer (Spokane), State Department of Health.
3. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the
recorded service area of the water system proposed to serve the plat.
4. The dedicatory language on the plat shall state: "Use of private wells and water systems is
prohibited."
5. Disposal of sewage effluent beneath paved surfaces is currently prohibited.
DATED THIS :5 DAY OF JUNE, 1993.
William J. Moser
Planner I
enclosure
REV 1190
1
Extension of Time Findings File No. PE- 1423 -82 - Page 6
Under state law and county ordinance, you have the right to appeal this decision to the Spokane
County Hearing Examiner Committee. Upon receipt of an appeal, a public hearing will be
scheduled. To file such an appeal, you must submit a letter along with $200 processing fee,to the
Spokane County Planning Department, within ten (10) calendar days from the date this decision is
signed.
If you have any questions, please call the Planning Department at 456 -2205.
c: County Engineer
County Utilities
County Health District
County Building & Safety
Sullivan South Enterprises c/o Ken Tupper, E. 12525 Sprague Avenue, Spokane, WA.
99216
Simpson Engineering, N. 909 Argonne Road, Spokane, WA. 99212
File No. PE- 1423 -82
REV 1ry0
TO:
PLANNING DEPARTMENT
Division of Engineering and Roads
Division of Utilities
Department of Buildings
Spokane County Health District
Fire Protection District lib. 1
Vera Water District
FROM: Tom Veljic, Planner 1
DATE: October 7, 1993
SUBJECT: Review of Final Plat PE- 1423 -92
RIDGEMONT ESTATES NO. 4, 6TH ADDITION
Thank you.
rP
Enclosure
MEMORANDUM
1
c: Sullivan South Enterprises, Ken Tupper, 12929 E. Sprague Avenue,
Spokane WA 99216
C o 13 IN -r v
WALLIS D. HUBBARD, DIRECTOR
Enclosed find copies of the above referenced final plat. Please review and forward any
comments by October 21, 1993. If you have any questions you may contact Tom Veljic
at 456 -2205.
RECEIVED
OCT 0 7 1993
SPOKANE COUNTY ENGINEER
WEST 1026 BROADWAY AVENUE • SPOKANE, WASHINGTON 99260 -0240 • (509) 456 -2205
PREPARED FOR:
KENNETH TUPPER
C/O WINDERMERE TUPPER
E. 12929 SPRAGUE
cc: Simpson Engineers Inc.
cc: Spokane County Planning
TRANSAMERICA TITLE INSURANCE COMPANY
720 NORTH ARGONNE
SPOKANE, WASHINGTON 99212
(509) 922- 2222/FAX 926 -1519
Effective Date: September 23, 1993 at 8:00 a.m.
RECEIVED
OCT 2 81993
Spp;(ANt MINTY ENGINEER
Order No.: MW- 180021M
Certificate for Filing Proposed:
RIDGEMONT ESTATES NO. 4 - 6TH ADDITION
PLAT CERTIFICATE
Charge:
Tax:
Total:
$125.00
10.00
$135.00
In the matter of the subdivision to be submitted. to Spokane County for
approval, this company has examined the records of the Spokane County
Auditor's and Clerk's offices, and the office of the Clerk of the United
States District Court holding terms in said county. This certificate is
made for the purpose herein specified, and is not to be used as a basis for
closing any transaction. Liability is limited to the amount paid for this
certificate. From such examination, the company'hereby certifies the title
to the following described land, in said Spokane County, to wit:
That portion of the Northwest quarter of Section 25, Township 25 North,
Range 44 East, W.M., described as follows:
BEGIN at a point 75.00 feet East of the centerline of Sullivan Road
and 30.00 feet South of the centerline of 20th Avenue, as measured at
right angles; thence South 89 °20'22" East, along the South line of said
20th Avenue, as dedicated in the Plat of RIDGEMONT ESTATES NO. 4 - 5TH
ADDITION as per plat thereof recorded in Volume 20 of Plats, Page 62,
418.35 feet; thence South 00 °39'38" West, 125.00 feet; thence North
89 °20'22" West, 438.35 feet to the East line of said Sullivan Road;
thence North 00 °39'38" East, along said East line, 105.00 feet to the
beginning of a curve concave to the Southeast with a radius of 20.00
feet; thence Northeasterly, through a central angle of 90 °00'00 ", an
arc distance of 31.42 feet to the Point of Beginning;
Situate in the County of Spokane, State of Washington.
VESTED IN:
T.D.C. INC., a Washington corporation and SULLIVAN SOUTH ENTERPRISES,
a Washington General Partnership.
page 1 of 2
EXCEPTIONS:
1. Taxes and assessments, if any, no search having been made thereof.
2. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF:
BETWEEN:
AND:
DATED:
RECORDED:
RECORDING NO.:
REGARDING:
AREA AFFECTED:
3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF:
Order No.: MW- 180021
Alphons B. Renz and Hilda E. Renz
Spokane County
December 10, 1975
December 12, 1975
7512120290
To indemnify and release the
indemnitee from all actions
attributable to the indemnitee
locating, establishing, constructing,
operating, maintaining and all
matters incidental thereto, the
drainage control system in
conjunction with Ridgemont Estates
Northwest quarter of Section 25 lying
Northwesterly of Ridgemont Estates
BETWEEN: Spokane County, a political
subdivision
AND: Sullivan South Enterprises, a
Washington General Partnership
AND: Alfons B. Renz and Hilda E. Renz,
husband and wife
DATED: September 15, 1988
RECORDED: September 21, 1988
RECORDING NO.: 8809210088
REGARDING: Spokane County Sewerage Agreement
4. Potential liability for assessments levied by Spokane County Utility
Department for the Aquifer Protection Area. To verify, call 458 -2538.
In order to make payment, account number is necessary.
sac
page 2 of 2
TRANSAMERICA TITLE INSURANCE COMPANY
By
Ma
reen Wild, Title Officer
—LFERT i OF
•CANE COUNTY
ASSESSOR
04.0. Ac.
This sketch Is provided, without charge
information. ft islnot intended to sh
related to the property including, but
to, area, dimensions, easements, r
location of boun cries. It is no . =
it modify, the c itment or -•I
attached. The pony
matter related this s
made to an rats
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RIDGEMONT
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3rd ADD _1
25 - 25
/
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RID GEMONT
Eend T Apt" O
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RIDGEMONT
ESTATES
\\ NO. 2
1
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TRANSAMERI[ TITLE ' NSUrAN
44
701.35
COMPANY
r
II mattery
limited
oachments, or
rt of, nor does
icy to which it is
s NO LIABILITY for a
ch. Reference should be
for further Information.
y
I impson Engineers, Inc.
CIVIL ENGINEERS AND LAND SURVEYORS
N. 909 Argonne Road • Spokane, WA 99212
(509) 926 -1322 • Fax: 926 -1323
TO:
1 )fir v- ^� - n
C. Onkel, N P C nt Iv%TY Fv.r�1 A r r.r
SUBJECT: R.;A5Pw r v F l n4 -a4P.S Lin. 4- 4-. Adrl..
DATE: 1-Inv. R, 19.9-',
e�k1r r it. P rk i5 1-6,e Film. 1 MT v- Pt se e 4 -
D et tT n1. 4--Le
n-5 NV� by
:5).■ e f1 r,TT Sn t.1i t•%
4- or L
I L.ci.tn E4 5
��, In. ti e
Signed k+ 16
known as:
OFFICE OF TI IE COUNTY ENGINEER
Ronald C. Hermann, P.E., Counly Engineer
ENGINEER'S AGREEMENT NUMBER
AGREEMENT TO PAY FEES
Lida e
.V& ,�STATES y 4zvrTi02' 4
(project aaaresrbrnknante & file number)
SIGNATURE By:
r•_ / 4 / //I it /ti
S P O IL A N [--�' ::1: � i riliaS �' 1 `� ; . C O U kJ
A DIVISION OF TIIE PUBLIC WORKS DEPARTMENT
Dennis M. Scott, P.E., Director
This agreement between Spokane County and / cz)e ,./,)Alin /1.--E-,v . 7—
(name o1 p erson)
whose interest in the project is r/.�,�1/e '�'-
tie. ner, agent, etc.) p
is entered into this /9 day of Toee e 9
, 19 _3. This agreement is applicable to the project
C * 521 L-{140
That the individuals and parties named herein as having an interest in the above described property or
project agree to the following:
1. Reimburse Spokane County for project review and inspection fees as specified in
Chapter 9.14 of the Spokane County Code. The fees will be based on actual salary
costs incurred by Spokane County for project reviews and / or inspections plus a ten
percent administrative charge, and will be billed monthly as accrued. Any final
billing amounts, to include any late fees or any other expenses incurred in the
collection of an overdue account must be paid prior to the County's acceptance of
the project for filing.
2. The undersigned agrees that these fees are due and payable upon receipt of the
billing as specified above.
3. Any invoices not paid within 30 days of the invoice date will be subjected to a late
fee charge of 1% per month (12% per year) on the unpaid balance of the account
and any accrued late fee charges. In addition, if any outstanding balance on the
account for this project is not paid within 30 days of the invoice date, no filrther
reviews of the project documents will be conducted until the entire account balance
is paid. Any balance on the account for this project not paid within 65 days of the
invoice date may result in legal action or the initation of other collection procedures,
including referral to a collection agency. 11he Sponsor will be liable for any and all
expenses incurred by the County for the collection of overdue accounts.
4. The monthly billing should be sent to the attention of:
NAME: — 7 — (DC. c�A 1/cr /1 __
ADDRESS: ,- /2 9-2 9 c5;a<' AGele'-
CITY, STATE: 1 o ,e41 -/ /4'24
ZIP CODE: 9982/‘
PHONE #: 928- /5
I understand that failure to pay these fees may result in delay in completion or approval of the project or
other possible sanctions.
❑ If this fee agreement is completed by someone other than the Sponsor (i.e., the
project owner or a principal in the firm sponsoring the project), such as the Engineer
designing the project, then written authorization from the Sponsor specifically
authorizing the Agent to execute this Fee eement is attache a this Fee
Agreement.
(PRINT NAME)
RETURN YELLOW COPY TO SPOKANE COUNTY ENGINEERS
IAp V''a8rccmcn.rcc 8/20/93
W 1076 Ilronilwav Ave. Spokane. WA 99260 -0170 (509) 4563600 FAX (509) 456 -4715
ACCOUNT
HOW PAID
BEGINNING
BALANCE
CASH
AMOUNT
PAID
/Q
��I
[HECK
/�
iO�
BALANCE
DUE
MONEY
ORDER
MADE IN LISA
C whwmm, 1909
DATE / 0 I f) 3 JJ
RECEIVED FROM /S l ✓D L'
Address E /RL 7 G J,-- )Ric -0
cpc �' -A /C Cuict
FOR {r ( r 7 - � A•� 4
- - T D C INC
-. - -. RIDGEMONT.- ESTATES--- -- - --
-
- 'SPOKANE; - WA =99216
=PAY TO THE
-= -=' - pOKaWt -7-' ."01;CV1
• 9•
BY
RECEIfrT"i9N?341ERR
/0-1•4 ,
1111 WASHINGTON MUTUA
SAVINGS BANK-
`^ ' Nartnpoinle'FinannafCemer _ —_OBO' � ,_\„
— 0601 WM NW�.pll !MN'AaY F
[ $l /oo. Do
_.. _Spokane. WR99216 ' --'
FOR
%1/4
19 7076/3250
(-_
»— D OLLARS. - --
73
Found Brass Cap with "X", in Monument Case.
RP's
"X" in South Flange Bolt of F.H., N 627, 60.73'
Nail & Tag 18091 in P.P. S 30E, 73.16'
"X" on Curb ER, N 62W, 51.76'
55'
0
0
81
z
10'I
f
r
1
15506
98.35'
25' Building
0
tri
Setback Line
co
re)
7 2
0
(1) 15518
LOT AREA
L 1 B 1
L 2 B 1
L 3 B 1
L 4 B 1
L 5 B 1
Found PK Nail
RP's
"X" 2' South of Curb ER, N 3513'E, 42.65'
Nail & Tag 17363 in P.P. N 48'09'W, 46.93'
"X" 7.4' East of Curb ER, N 69'53'E, 53.58'
85.00'
N8920'22"W
20th
85.00'
UNPLATTED
S89'20'22"E
S89'20'22"E
0
0
tri
CN
12,207 SQ.FT.
10,625 SQ.FT.
10,625 SQ.FT.
10,625 SQ.FT.
10,625 SQ.FT.
518.35' Avenue
S89'20'22"E
85.00'
10' Utility Easement
85.00'
BASIS OF BEARING
0
0
If)
CN
The bearing of S 89°20'22"E, along the Centerline of 20th Avenue as per
RIDGEMONT ESTATES N0.4 - 5TH ADDITION, was used as the Basis of Bearing for this Plat.
SURVEYOR'S CERTIFICATE
This map correctly represents a survey made by me or under my direction in
conformance with;- :requirements - of the Spokane County Subdivision Ordinance.
GRAPHIC SCALE (IN FEET)
0 25 50
418.35'
443.35'
85.00'
4
15 6 0 2
85.00'
438.35'
ex,
= 50'
0
0
If)
C
A
A = 90'00'00"
R = 20.00'
T = 20.00'
L = 31.42'
1
0
5
15 614
85.00'
0
1
85.00' 2.
CURVE DATA
"A"
0
0
cNi
A = 34'21'23"
R = 485.00'
T = 149.93'
L = 290.82'
25.00'
LEGEND
0 = Set 1/2' rein cap No. 8642/9967 or as noted
= Found 1/2' rebar cap No. 8642/9967 or as noted
= Subdivision Boundary
= Building Setback Line
= Utility Easement
1 '
0
0
4
1
UNPLATTED
1
a ) 3
\
0
\
RID EMONT ESTAtS NO.4-. 5TH ADDITION
s.— I
(q12) 2
*c 1
1 \ „---
>
" -- .-
ACKNOWLEDGEMENT
STATE OF WASHINGTON ) SS
COUN1Y OF SPOKANE )
On this Z 8 .4-14 e
day of ,1993, before me personally appeared Kenneth J. Tupper
known to be Managing Partner of Sullivan South Enterprises, a Washington partnership' and also known
to be President of T.D.C. Inc., a Washington Corporation, as the individual who executed the within and
foregoing instrument and acknowledged the same to be his free and voluntary act and deed for the
uses and purposes herein mentioned. • Kenneth J. Tupper presented evidence that he is authorized to
represent all the partners in said partnership.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year
first above written.
My commission expires al
Notary Publicin an
Residing at
DEDICATION
KNOW ALL MEN BY THESE PRESENTS, that Sullivan South Enterprises, a Washington Partnership and
T.D.C., Inc. a Washington Corporation have caused to be platted into lots and blocks the land
shown hereon as "RIDGEMONT ESTATES NO.4 - 6TH ADDITION" and described as follows:
That portion of the NW 1/4 of Section 25, T. 25 N., R. 44 E.W.M. described as follows:
Begin at a point 75.00 feet East of the Centerline of Sullivan Road and 30.00 feet South of the
centerline of 20th Avenue, as measured at right angles; thence S 89'20'22"E, along the South line
of said 20th Avenue, as dedicated in the Plat of "RIDGEMONT ESTATES NO.4 - 5TH ADDITION", as
recorded in Book 20 of Plats, page 62, 418.35 feet; thence S 00'39'38"W 125.00 feet; thence
N 89'20'22"W 438.35 feet to the East line of said Sullivan Road; thence N 00'39'38"E, along
said East line, 105.00 feet to the beginning of a curve concave to the Southeast with a radius of
20.00 feet; thence Northeasterly, through a central angle of 9000'00", an arc distance of 31.42
feet to the Point of Beginning.
Situate in the County of Spokane, State of Washington.
The public water system, pursuant the WATER PLAN approved by County and State Health authorities,
the local fire district, County Building and Safety Department, and water purveyor, will be installed
within this plat, and the subdivider / sponsor will provide for individual domestic water service as
well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit
for each lot.
Use of private wells and water systems is prohibited.
A public sewer system will be made available for the plat and individual service will be provided to
each lot prior to sale. Use of individual on-site sewage disposal systems shall not be authorized.
Side yard and rear yard setbacks shall be determined at the time building permits are requested unless
these setbacks are specifically drafted on this final plat. The setbacks indicated on this plat may be
varied from if proper zoning approvals are obtained.
Utility easements shown on the herein described plat are hereby dedicated to the serving utility
companies for the construction, reconstruction, maintenance and operation of utilities. Together with the
right to inspect said utilities and to trim and/or remove brush and trees that may interfere with the
construction, maintenance and operatio of same.
No direct access from lots to Sullivan Road shall be allowed.
The lowest building opening, including basement opening, for any building on Lots 1, 2, 3, 4 and 5
Block 1 shall be high enough to allow a minimum slope of 3% away from the building in 10 feet. All
drainage shall be routed away from the building to natural drainages or other lawful drainage features.
L -
IN WITNESS WHEREOF, I have herunto set my hand and affixed my seal this;!...7'. - day
T.D.C., Inc.
for the State of Washington
, Washington
Sullivan South Enterprises
Kenneth J. Tup President Kenneth J. Tupper,
Managing Partner
AUDIT01? CERTIFICATE
Filed for record this day of
•993 at .M. in Book of Plats on Page
at the request of
COUNTY TREASURER
I hereby certify that the required taxes on the herein platted land have been
paid this day of , 1993
County Treasurer
COUNTY ASSESSOR
Examined and approved this day of , 1993
County Assessor
COUNTY OFFICIALS
COUNTY ENGINEER
Examined and approved this
day of 4 , 1993
County Engineer
UTILITIES DIRECTOR
Examined and approved this
N
Utilities Director
PLANNING DIRECTOR
Examined and approved this day of , 1993
Planning Director
4 day of
HEALTH OFFICER
Examined and approved this day of , 1993
Health Officer
SPOKANE COUNTY COMMISSIONERS
This Plat was approved and accepted by the County Commissioners of Spokane
County, Washington on this day of 1993.
Commissioners Chairperson
FINAL PLAT OF
, 1993
EQUIPMENT & PROCEDURE
A Nikon DTM-1 Total Station, and a Field Traverse were used for
this Survey.
RIDGEMONT ESTATES N0.4 - 6TH ADDITION
A PLAT IN A PORTION OF
THE NW 1/4 OF •SEC.25, T25N, R44 EWM
SPOKANE COUNTY, WASHINGTON
Founded 1946
ii,mpson, Engineers, Inc.
CIVIL ENGINEERS & LAND SURVEYORS
N.909 ARGONNE ROAD
SPOKANE, WA 99212 PH 926-1322
T3 I
0
0
0
r 5
(
r)
M
N
55'
10' .
10'1
Found Brass Cap with "X ", in Monument Case.
RP's
"X" in South Flange Bolt of F.H., N 62E, 60.73'
Nail & Tag 18091 in P.P. S 30E, 73.16'
"X" on Curb ER, N 62'W, 51.76'
r
0
0
0
78.35'
98.35'
25' Building
0
O
tri
Setback Line
CIO
'a) 2
O
O
LOT AREA
L 1 B 1
L 2 B 1
L 3 B 1
L 4 B 1
L 5 B 1
Found PK Nail
RP's
"X" 2' South of Curb ER, N 35'13'E, 42.65'
Nail & Tag 17363 in P.P. N 4-8'09'W, 46.93'
"X" 7.4' East of Curb ER, N 69'53'E, 53.58'
Charles E. Simpson P.E. & L.S. #9967
Professional Engineer and Land Surveyor
UNPLATTED
S89'20'22 "E
20th
S89'20'22 "E
85.00'
85.00'
N89'20'22 "W
0
O
N
12,207 SQ.FT.
10,625 SQ.FT.
10,625 SQ.FT.
10,625 SQ.FT.
10,625 SQ.FT.
BASIS OF BEARING
589'20'22 "E
518.35' Avenue
85.00'
10' Utility Easement
85.00'
UNPLATTED
0
O
N
The bearing of S 89'20'22 "E, along the Centerline of 20th Avenue as per
RIDGEMONT ESTATES N0.4 — 5TH ADDITION, was used as the Basis of Bearing for this Plat.
SURVEYOR'S CERT
ERTIFICATE
This map correctly represents a survey made by me or under my direction in
conformance with the requirements of the Spokane County Subdivision Ordinance.
418.35'
443.35'
85.00'
GRAPHIC SCALE (IN FEET)
0 25 50
1 +0
" = 50'
0
4
1
6.P\
o = 90
R = 20.00'
T = 20.00'
L = 31.42'
T
0
0
t)
85.00'
CURVE DATA
"A"
0
O
U3
0 = 34'21'23"
R = 485.00'
T = 149.93'
L = 290.82'
LEGEND
o = Set 1/2' rebar cap No. 8642/9967 or as noted
• = Found 1/2* rebar cap No. 8642/9967 or as noted
��• = Subdivision Boundary
— Building Setback Line
= Utility Easement
X
0
0
4
3
RID G • EMONT ESTAtS NO
�
N
O
12
85.00' 2 25.00'
UNPLATTED
STATE OF WASHINGTON ) SS
COUNTY OF SPOKANE )
My commission expires
5TH ``ADDITION
2
Use of private wells and water systems is prohibited.
dx
DEDICATION
KNOW ALL MEN BY THESE PRESENTS, that Sullivan South Enterprises, a Washington Partnership and
T.D.C., Inc. a Washington Corporation have caused to be platted into lots and blocks the land
shown hereon as "RIDGEMONT ESTATES N0.4 — 6TH ADDITION" and described as follows:
That portion of the NW 1/4 of Section 25, T. 25 N., R. 44 E.W.M. described as follows:
Begin at a point 75.00 feet East of the. Centerline of Sullivan Road and 30.00 feet South of the
centerline of 20th Avenue, as measured at right angles; thence S 89'20'22"E, along the South line
of said 20th Avenue, as dedicated in the Plat of "RIDGEMONT ESTATES NO.4 — 5TH ADDITION ", as
recorded in Book 20 of Plats, page 62, 418.35 feet; thence S 00'39'38 "W 125.00 feet; thence
N 89'20'22 "W 438.35 feet to the East line of said Sullivan Road; thence N 00'39'38 "E, along
said East line, 105.00 feet to the beginning of a curve concave to the Southeast with a radius of
20.00 feet; thence Northeasterly, through a central angle of 90'00'00 ", an arc distance of 31.42
feet to the Point of Beginning.
Situate in the County of Spokane, State of Washington.
The public water system, pursuant the WATER PLAN approved by County and State Health authorities,
the local fire district, County Building and Safety Department, and water purveyor, will be installed
within this plat, and the subdivider / sponsor will provide for individual domestic water service as
well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit
for each lot.
A public sewer system will be made available for the plat and individual service will be provided to
each lot prior to sale. Use of individual on —site sewage disposal systems shall not be authorized.
Side yard and rear yard setbacks shall be determined at the time building permits are requested unless
these setbacks are specifically drafted on this final plat. The setbacks indicated on this plat may be
varied from if proper zoning approvals are obtained.
Utility easements shown on the herein described plat are hereby dedicated to the serving utility
companies for the construction, reconstruction, maintenance and operation of utilities. Together with the
right to inspect said utilities and to trim and /or remove brush and trees that may interfere with the
construction, maintenance and operatio of same.
No direct access from lots to Sullivan Road shall be allowed.
D RA- "t J rG N G- F FR 9 -k
S ,:,
IN WITNESS WHEREOF, I have herunto set my hand and affixed my seal this day of ,1993
T.D.C., Inc.
Kenneth J. Tupper, President Kenneth J. Tupper,
Managing Partner
ACKNOWLEDGEMENT
On this day of ,1993, before me personally appeared Kenneth J. Tupper
known to be Managing Partner of Sullivan South Enterprises, a Washington partnership' and also known
to be President of T.D.C. Inc., a Washington Corporation, as the individual who executed the within and
foregoing instrument and acknowledged the same to be his free and voluntary act and deed for the
uses and purposes herein mentioned. Kenneth J. Tupper presented evidence that he is authorized to
represent all the partners in said partnership.
IN WITNESS WHEREOF, I have hereunto set my hand and 'affixed my official seal the day and year
first above written.
Notary Public in and for the State of Washington
Residing at , Washington
AUDITOR'S CERTIFICATE
Fled for record this day of
1993 at M. in. Book of Plats on Page
at the request of
Pc
Sullivan South Enterprises
COUNTY TREASURER
I hereby certify that the required taxes on the herein platted land have been
paid this day of , 1993
County Treasurer
COUNTY ASSESSOR
Examined and approved this day of , 1993
County Assessor
COUNTY OFFICIALS
COUNTY ENGINEER
Examined and approved this day of , 1993
County Engineer
UTILITIES DIRECTOR
Examined and approved this day of , 1993
Utilities Director
PLANNING DIRECTOR
Examined and approved this day of , 1993
Planning Director
HEALTH OFFICER
Examined and approved this day of , 1993
Health Officer
SPOKANE COUNTY COMMISSIONERS
This Plat was approved and accepted by the County Commissioners of Spokane
County, Washington on this day of 1993.
Commissioners _ Chairperson
EQUIPMENT & PROCEDURE
A Nikon DTM -1 Total Station, and a Field Traverse were used for
this Survey.
FINAL PLAT OF
RIDGEMONT ESTATES N0.4 - 6TH ADDITION
RECEIVED
o'i :3 1993
SPOKANE COUNTY ENGINEER
A PLAT IN A PORTION OF
THE NW 1/4 OF SEC.25, T25N, R44 EWM
SPOKANE COUNTY, WASHINGTON
Founded 1946
® impson Engineers, Inc.
CIVIL ENGINEERS & LAND SURVEYORS
N.909 ARGONNE ROAD
SPOKANE, WA 99212 PH 926 -1322
23 2'
It()
0
5'
Fie .-bearing`'of S 8'
iDGEMONT ESTATES NO
Found Brass Cap with ' in Monument Case.
"X " South Flange "Bolt of F.H.; N 62E, 6 0.73 '
Nail '& Tog 18091 In P.R. .' S 30E, 73.16'
on Curb .ER, .N 62'W, 51.76
98.35'
3
F ound PK Nai
.RP
"X' 2' -South of Curb ER, N 3513'E, 42.65'
Nail & Tag 17363 In P.P. = N 48'09W, 46.93
"X 7.4' Eost:• of Curb ER, N 69'53'E, 53.58'
h arles;. E S impson ' P.E. & L.S #9967
rofessional Engineer and ; L and Surveyor
S89'20'22 "E
th
S8920'22 "E
85.00'
Setback ' Line
85.00'
N89'20'22 "W
T AREA
0
B 1 12,207 SQ.FT.
2 ":B 1 10,625 SQ.FT.
L 3 B -1 10,625 SQ.FT.
L 4 B 1 10,625 SQ.FT.
L 58 .1 1 0,625 SQ.FT.
S89'20'22 "E
UNPLATTED
T
Avenue
venue
85.00'
10' Utility Easemeht
85.00'
UNPLATTED
20'22 "E, atong ,the Centerline of 20th Avenue as per
5TH: `ADDITION, as used as the Basis of Bearing for this Plat.
correctly re 'resents d survey made ` by me or under m
Ms map pr Y Y my direction in
onformance with ,;the, requirements': of. the Spokane County Subdivision Ordinance.
GRAPHIC SCALE `(iN FEET)
25 50
443.35'
418.35'
85.00'
85.00'
438.35'
"
5 0.
0
0
tri
N
A _ 90'00'00"
R= 20.00'
T = 20.00'
L = 31.42'
85.00
85.00'
"A"
CARVE DATA
0
0
u7
A = 3471
R =485.00'
T = 149.93'
L = 290.82'
5.00'
LEGEND
fl = Set 1/2' rebar cap No. 8642/9967 or as noted
• =found 1/2'' rebar cap No. 8642/9967 or as noted
Subdvision Boundary
Building Setback One
Utiliity Easement
0
L
1 —
)
0
_i
DGEMONT ESTAtS NOfF 5TH ADDITION
I � 2
1
I
-4(
4
UNPLATTED
•
• A"
it
STATE OF WASHINGTON S
'COUNTY OF SPOKANE )
My commission expires
0
4 P°
A CKNO WLD GEMENT
■
On this day of ,199, before me personally appeared Kenneth J. Tupper
known to be Managing Partner of Sullivan South terprises, a Washington partnership' and also known
to be President of Tupper and Associates, Inc. asthe individual' who executed the within and foregoing
instrument and acknowledged ` the same to be hi free and voluntary act and deed for the uses and
purposes herein mentioned. Kenneth J. Tupper pinsented evidence that he is authorized to represent
all the partners in said partnership.
IN WITNESS WHEREOF, I have hereunto set m 1
y
first above written.
4'
c
DEDICATION
(1DITa' CETIFICA
for record is day of
1993 at " 1, ai Book of Plats on Page
at the of
'-
Ar
K OW — A MEN : ESE PRESENTS, that Sullivan' South Enterprises, a Washington Partnership and
upper & Associate Inc. have caused to be platted into lots, blocks and ;Nhe land ,shown
reo • - ONT ESTATES NO.4 —> 6TH ADDITION" and described as follows:
That o ion of the NW 1 4 od Se t' 25, T. 25 N. described
p rt / � R. 44 � E:W M. as follows: '1
—��
Begin at a point 75.00 feet . Eas of the. Centerline of Sullivan Road and 30.0 feet South of the
centerline of 20th Avenue, as measured at right angles; thence S 89•20'22"E, along the South line
of said 20th Avenue, as, dedicated in the Plat of "RIDGEMONT ESTATES 'N :4 — 5TH ADDITION", as
recorded in Book 20 ` of Plats, page 62, 418.35 feet; thence S 00'39' 125.00 feet; thence
N 89'20'22 "W 438.35 feet to the East line of said .Sullivan Road; the ce N OO'39'38 "E, along
said East line, 105.00 feet to the beginning of a curve concave to the Southeast , with a radius of
20.00 feet; thence Northeasterly, through a central angle, of 90'00'00 ", an arc distance of 31.42
feet to the Point of Beginning.
Situate in the County of Spokane, State of Washington.
The public water system, pursuant the WATER PLAN approved by County and State Health authorities,
the local fire district, County Building and Safety Department, and water purveyor, will be installed
within , this : plat, : and the subdivider / sponsor will provide for individual domestic water service as
well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit
for each lot.
Use of, private wells and water systems a prohibited.
A public sewer system will be made available for the plat and individual service will be provided. to
each lot prior to sale. Use of individual on —site sewage disposal sy stems shall not be authorized.
Drainage easements, as : platted and shown hereon, which are for the purpose of installing, operating
maintaining drainage ands and drainage ac i s to dispose n f ilit e t di e o 0
g g p g p of runoff are hereby granted. The
Cou t of Spokane is hereby granted the right of ingress y p y g h g f ingre and egress to all drainage easements
adjacent to the public right—of--way. The property owner shall maintain the drainage ponds with; a
pe anent live cover of lawn turf, with optional shrubbery and / or trees, which do not obstruct the
w and purcolation of storm drainage water in the drainage easement as indicated by the approved
tans.
he property owner or his representative shall inform each succeeding purchaser of all drainage easements
on the property and his responsibility for maintaining drainage facilities within said easements.
Side yard and rear yard setbacks shall be determined at the time building permits are requested unless
these setbacks are specifically drafted on this final plat. The setbacks ` indicated on this plat ' may be
varied from if proper zoning approvals are obtained.
Utility easements shown on the herein described plat are hereby dedicated to the serving utility
companies for the - construction, reconstruction, maintenance and operation of utilities. Together with the
right to inspect said utilities and to trim and /or remove brush and trees that may interfere with the
construction, maintenance and operatio of same.
No 0/(aecT
�G-- i/U cUC
IN WITNESS WHEREOF, 1 have herunto
Tupper 8c Associates
; r
Inc.
Kenneth J. Tupper, President
d d affixed m official sea the da. and .
n an my I day n y ear
.Notary :Public in and for the State of Washington
Residing at , `Washington
76 w
set my hand and affixed my seal this_ day of ,1993
Sullivan South Enterprises
Kenneth J. Tupper, `.
Managing Partner
s
REVISION PRE
'
9 2.4-/c33
2Gc
C OUNT QFF'ICI
I hereby ce that the required uired taxes on the herein platted ' land, have been
,Y � q P
paid this _.,_daq'of ,1993
SPOKANE COUNTY TREASURER
Examined and approved this day of 1983
pp py
Spokane County Treasurer
SPOKANE ASSESSOR
Examined and approved this . day of
1993
Spokane County Assessor
SPOKANE COUNTY ENGINEER
Examined and approved this day of , 1993
Spokane County Engineer
SPOKANE COUNTY ; UTILITIES
Examined and approved this day of
PP ay 1993
Spokane County Utilities Director
SPOKANE . COUNTY PLANNING
Examined and approved this day' o
Spokane County Planning Department Director
Po �Y 9 Pa
SPOKANE COUNTY HEALTH
Examined and approved this day of ,.1993
Spokane County Health District Officer
SPOKANE COUNTY COMMISSIONERS
This Plat was approved and 'accepted by the County Commissioners of Spokane
County, Washington on this______ day of 1993.
Spokane County. Commissioners Chairman:'
UIP ENT & PROCED
A Nikon DTM -1 Total Station, and a Field Traverse were used for
this Survey.
DRAWN BY.•
CKED BY
GRTION
COUNTY, I'RT
NT � Arr.7.�IN
r meson
DATE
Founded 1946
1993
E�
i e/ ELF.
OCT ; 0 7.1993
SPOKANE COUNTY ENGINE
tee s,
CIVIL ENGINEERS &; SAND SURVEYOR
N.909 ARGONNE ROAD
SPOKANE, .WA 99212 PH 926- 1322
DRAWING
PROJECT T N
- 24 7
N9¢42 - "O'''
er i,Bk.'
Ui
Q: i� s
91 / i Q q<
I 6.
Mi iN
25 ° 38 .
C 16 Rt.
781.4'
L 160.2'
LX 30 ° 44'
a C 10° Lt.
T 157.5
L 307.3'
G.
r 9�F \�xaZgP�Q
n� O as
m• Q S.
•
o) �. }23• F 1 q e
A 36 °04'
C 20° R+.
T 53.3'
L 180.3'
"10 r :
-.Lot20,B1k 1
1 400FT_
, D ESCR /,or /O
13
6 -/5 -72
NO.4: 1ST . A
GRAPHIC SCALE
L - - ,-
HARVEST FELLOWSHIP
g I DG Eh(, E.*.ThTES
P1-11 -Ntr-`f L
/
'/
I
/ r /
� /,,-, /,
i
\ , ;t
v. \ . ' 2 �
/
�5
,
/
/
y �
/
/ /
/
\, //
/
/ /
26 Ai 25
Q
0)
IT
26 25
55'
55'
0
0
tri
0
10'
0'
Charles E. Simpson.
Professional Engineer and
Found Brass Cap with "X", in Monument Case.
RP's
"X" in South Flange Bolt of F.H., N 62'E, 60.73'
Nail & Tag 18091 in P.P. S 30'E, 73.16'
"X" on Curb ER, N 62'W, 51.76'
A
5
a
r
° 78.35'
15506
98.35'
25' Building
0
0
u7
N
Setback
c
f)
0
0
L 1 B 1
L 2 B 1
L 3 B 1
L 4 B 1
L 5 B 1
Found PK Nail
RP's
"X" 2' South of Curb ER, N 35'13'E, 42.65'
Nail & Tag 17363 in P.P. N 48'09'W, 46.93'
"X" 7.4' East of Curb ER, N 69'53'E, 53.58'
S89'20'22 "E
85.00'
Line
2
15518
85.00'
N89'20'22 "W
LOT AREA
0
0
u7
12,207 SQ.FT.
10,625 SQ.FT.
10,625 SQ.FT.
10,625 SQ.FT.
10,625 SQ.FT.
BASIS OF BEARING
SURVEYOR'S CERTIFICATE
Surveyor
UNPLATTED
S89 °20'22 "E
20th
518.35' Avenue
S89'20'22 "E
GRAPHIC SCALE (IN FEET)
25 50
418.35'
443.35'
•
"= 50'
85.00
10' Utility Easement
3
15530
85.00'
UNPLATTED
0
0
u7
N
The bearing of S 89'20'22" E, along the Centerline of 20th Avenue as per
RIDGEMONT ESTATES N0.4 — 5TH ADDITION, was used as the Basis of Bearing for this Plat.
This map correctly represents a survey made by me or under my direction in
conformance with the requ of the Spokane County Subdivision Ordinance.
85.00'
0
4 0
15602
85.00'
438.35'
A
A -= 90'00'00"
R =20.00'
T = 20.00'
L = 31.42'
0
85.00'
1561
85.00'
LEGEND
0
CURVE DATA
"
0 = 34'21'23"
R = 485.00'
T = 149.93'
L = 290.82'
•
0
2 25.00'
o = Set 1 /2' -rebar cap No. 8642/9967 or as noted
• = Found 1/2' rebut cap No. 8642/9967 or as noted
Subdivision Boundary
– Building Setback Line
= Utility Easement
(.)
I-- I
J
RID3EMONT ESTAtS N01
� I
0
4
UNPLATTED
5TH ADDITION
2
STATE OF WASHINGTON ) SS
COUNTY OF SPOKANE )
0
2./
y
4 �O
A CKNO LED GEMENT
On this Z — day of X1: ,1993, before me personally appeared Kenneth J. Tupper
known to be Managing Partner of Sullivan South Enterprises, a Washington partnership' and also known
to be President of T.D.C. Inc., a Washington Corporation, as the individual who executed the within and
foregoing instrument and acknowledged the same to be his free and voluntary act and deed for the
uses and purposes herein mentioned. = Kenneth J. Tupper presented evidence that he is authorized to
represent all the partners in said partnership.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official sea_ l the day and year
first above written.
My commission expires al I
Notary Public in an
Residing at S p o
DEDICATION
No direct access from Tots to Sullivan Road shall be allowed.
for the Se ate of Washington
, Washington
FIledforr rd this
1993 at f�kl. in Book
1/4\
Kenneth J. Tuper, resident Kenneth J. Tupper,
Managing Partner
AUDITOR'S CERTIFICATE
_ day of / '[ r 7 r
/of Plats on Page
`•'at the request of
KNOW ALL MEN BY THESE PRESENTS, that Sullivan South Enterprises, a Washington Partnership and
T.D.C., Inc. a Washington Corporation have caused to be platted into lots and blocks the land
shown hereon as "RIDGEMONT ESTATES N0.4 — 6TH ADDITION" and described as follows:
That portion of the NW 1/4 of Section 25, T. 25 N., • R. 44 E.W.M. described as follows:
Begin at a point 75.00 feet East of the Centerline of Sullivan Road and 30.00 feet South of the
centerline of 20th Avenue, as measured at right angles; thence S 89'20'22"E, along the South line
of said 20th Avenue, as dedicated in the Plat of "RIDGEMONT ESTATES N0.4 — 5TH ADDITION ", as
recorded in Book 20 of Plats, page 62, 418.35 feet; thence S 00'39'38 "W 125.00 feet; thence
N 89'20'22 "W 438.35 feet to the East line of said Sullivan Road; thence N 00'39'38"E, along
said East line, 105.00 feet to the beginning of a curve concave to the Southeast with a radius of
20.00 feet; thence Northeasterly, through a central angle of 90'00'00 ", an arc distance of 31.42
feet to the Point of Beginning.
Situate in the County of Spokane, State of Washington.
The public water system, pursuant the WATER PLAN approved by County and State Health authorities,
the local fire district, County Building and Safety Department, and water purveyor, will be installed
within this plat, and the subdivider / sponsor will provide for individual domestic water service as
well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit
for each lot.
Use of private wells and water systems is prohibited.
A public sewer system will be made available for the plat and individual service will be provided to
each lot prior to sale. Use of individual on —site sewage disposal systems shall not be authorized.
Side yard and rear yard setbacks shall be determined at the time building permits are requested unless
these setbacks are specifically drafted on this final plat. The setbacks indicated on this plat may be
varied from if proper zoning approvals are obtained. 4
Utility easements shown on the herein described plat are hereby dedicated to the Serving utility
companies for the construction, reconstruction, maintenance and operation of utilities. Together with the
right to inspect said utilities and to trim and /or remove brush and trees that may interfere with the
construction, maintenance and operatio of same.
The lowest building opening, including basement opening, for any building on Lots 1, 2, 3, 4 and 5
Block 1 shall be high enough to allow a minimum slope of 3% away from the building in 10 feet. All
drainage shall be routed away from the building to natural drainages or other lawful drainage features.
IN WITNESS WHEREOF, 1 have herunto set my hand and affixed my seal this' &day` of- ''1993
T.D.C., Inc. Sullivan South Enterprises
COUNTY OFFICIALS
COUNTY TREASURER
I hereby certify that the required taxes on the herein platted land have been
paid this day of "yI �!r�.,' 1993
a s .
ount Treasurer
F&
t .
y er
COUNTY ASSESSOR
Examined and approved this
Count Assessor
COUNTY ENGINEER
Examined and approved this / day of
County Engineer
L i\ it c' t�•� ---d � `P! ,
Utilities Director
day of
UTILITIES DIRECTOR
Examined and approved this I rY day of s 'Z , 1993
PLANNING DIRECTOR f
Examined and approved this /4' day of otl o a�, 1993
Planning '=rector
HEALTH OFFICER
Examined and approved this / ' ` day of
'Health Officer
SPOKANE COUNTY COMMISSIONERS
This Plat was approved and -accepted by the unty Commissioners of Spokane
County, Washington on this_ J day of 1993.
Commissioners Chairperson
FINAL
PLAT OF
EQUIPMENT &PROCEDURE
q5 11110/ 3/
A Nikon DTM -1 Total AStation, and a Field Traverse were used for
this Survey.
RIDGEMONT ESTATES N0.4 - 6TH ADDITION
A PLAT IN A PORTION OF
THE NW 1/4 OF SEC.25, T25N, R44 EWM
SPOKANE COUNTY, WASHINGTON
Founded 1946
im san Engineers, ineers Inc.
p
CIVIL ENGINEERS & LAND SURVEYORS
N.909 ARGONNE ROAD
SPOKANE, WA 99212 PH 926 -1322
, 1993"
, 1993