27700 ENGINEERS REVIEW . A _
~
PI-17jeCC Sl'atuS fi.itiVv ENGIN~ER~ ~ REVIEW SHEET ~
As Built I'Eans Receiyrc£ p'lats Fi'ile PE_1 753B -94
I' Ttoad P1ans ApprQVed
Companion Files:
New Road Standa%ls 5-] 5-95 Mylar
Related Files:
Hcgring: Building Depx:
Technical Review: -
Preliminaty Rcview; Type: Large L,ot ❑ i3ldg, 5quare Feet
Date Receiued: 06f0812000 No, Lots; 52 Na. Acres:
PTOjeCt NaIlir, TURrl'~~ ~R-EEK 3RD ADD
Site Address S. 087'H, N. 32N1), E. LiARI<]°R, L. LC}IVC,
Applicant Ilange-Tounship-Sectiorr; 45 - 25 - 19 1'ARCEL(S)= (first 20)
Rachard T Dahm Conditions l+{Yailed: 55194.9068
DAIIM DEVELC7PMENT fNC Fload Zonc Yes ~
12720 & Nora, L Water Source Ptiblic
SPOKANE, W1-1 99216 Scwc.r Souir'e
Phone 5chaol L7ist 356
(509) 928-5777 Fire Dist 1
Yhone Uist
Eafg Billing
FLicliai rJ "I" dahrn
I}AHivl L7EVPLOYMEN`I' 1NC
12724 L. Nora , E
SPOKANC, WA 99216
Phoric ~n~iiicer
(509) 92$-5777 Darin L Moore
TfIYLOR CNGINEERING iNC
106 W Missipn , 206
Signed Name: RLCHARU T DAHM 5PC]KAhIE, WA 99201
Building PIl: 477-3675 1 1'laitiniii- P1ti: 477-2205 Conract-
Phone Fax
(509) 326-3371 (509) 328-8224
Date Submitted Descriptiun Initials
C-ng Need 'fechnically Cornplete Eng Need Ilarvard Rti 1Miiigatioii
I-',ng I+wc:ed Drainage Plans Eng Need Ti-affic Analysis Eng Need Olher
06f0512Q[i0 LngAgrcc Pay Hccs Rcccived--- - ~d 9--00 Eng FinaV Plat Fecs Completcd - - -
Copy to Accoun#ing
Lng Agrce Priority Fccs Reccived Filg Freliuri, Plat Fees Comp Ieted R
f - f - - - --Noticc, to Yub1ie f Natice to -Pubkic # I 3 4 b Cornpleled - or Necsls to be signed
Design I]eviation Dakes (In-Out) - - - - - - - -
~ `2110 1r'~ 6 - /2,ci/n,0
a-EM quanties to-r-
drainage itetn calzulated
- Herarin,g ❑ate Decision App Deti - - Conti --14pp1d BCC
Appea,led to BCC Decision App Den ~onti Appld Court
Appealed to Coiirc Decisiorl App L)en Coitid Appld
f 1 Stamped Mylars ta Secre4ary (SandY)
f ~ Stamped 208 Lat T'ians to ,5ecretary (SartdY)
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BLIILDING AND PLANNING'., • DRqSIoN OF THE P.FBLIC WOR1Cs DEFAFiIIMEhFT
JAA4~'.5 L. MAiti5C7N, C.13.0-, ❑Ii{ECTOR DElVit1I5 M. SCO'Y'-[`. F.E., IDIREC70Fi
MEMORANDUM
TO: FZLE PE-1753-94, T'URTLE CRE~X
FROM: J0HN PEDERS€JN
Senior Planner ~
~
RE: STATUS QF PREIsIM~TAR-V PLAT APPRO-VAL
DATE: FEBRUARY I, 1999
The abave-referenced preliminary plat was approved hv the Spokane County Hearing Examiner
Cornmittee on September 22, 1994 and fihe HearinQ Examiner cll'om.mittee's decision was appealed
to the $aard of Caunty Commissioners. Subsequerat to remanding the proposa1 to the Planning
Departznent for preparation of an EIS, the Board conducted de na-vo public hearings on L7ecerrtber
f, 1994, April 25, 1995 and May 6, 1997.
On June S. 1997 the Board of County Commissioner-s formally approved the preliminary plat,
subject to the conditians of approval specified in the Board's Findings and Decision (see
Resolutian Nv. 97-0653). These findings adopt the previous findings and conditions of the
Hearing Examiner Cammittee that are no[ in cunflic± with the Board's decision. Th~ Hearing
Examiner Committee Findings dated Se-ptember 22, 1994 include Spokane County Planrling
Department Condition Na. 6 which sta*.es "the preliminary plat is given approva] far three (3)
years, specificall;r to October l, 1997." This condition is clearCy in conflic.t with the Board's June
8, 1997 decision in that tne preliminary piat aporoaal pleriod should be calculated from the June B.
1997 decision. In addition, the Spokarae County Subdivision Ordinance was amended on October
35 1995 (see'Resolution No. 95-: l05) to provide , t=ve year approval pepiad #'or preliminary
p1ats. - Based on the above, the Division af $uildin & 1'lanning finds that the prelimi~ary plat_of Turtle
L
Creek; PE-1753-9 - - - - ' -
> _ -
c: Rich Dahrn
lnland Pacific Engineering, Co.
Attachment "
, 1026 WLST BKC.]r1Db%'r'11' AVFati`LiF ` SI'0K.~1'E, WASHfNGTi7N 99260
I'E-IONE: (509) 456-3675) ' FAX: [509)45Fi-47D3
TDD: (509)324-3166
e SPOKANE COUNTY
HEARING EXAMYNER COMMITTEE '
FINDINGS OF FACT, CONCLUSIONS AND OFZDER
INTRODUCTION
This matter has come before the Hearing Examiner Committee on September 22, .
1994. The members of the Committee present are: Verona Southern, Chair, Jane
Myers and Donald Moore.
PROPOSAL
The sponsor, Richard Dahm, requests approval of a Preliminary Plat, PE-1753-94,
Turtle Creek to divide approximately 39.14 acres into 101 lots for single family
dwellings and those uses allowed in the existing Urban Residential-3.5 (UR-3.5)
zone.
FINDINGS OF FACT AND COtijCLUSIONS
1. The property is generally located at the southwest corner of the Barker Road/Eighth
Avenue incersection in the SE 1/4 of Section 19, Township 25 North, Range 45
EWM, Spokane County, Washingcon.
2. The Committee adopts the Planning Department Report as a part of this record. 3. The exisring land uses in the area include single family dwellings at various
densities, vacant undeveloped parcels, and agncultural production.
4. The proposed use is compatible with existing uses in the area. ,
5. The Comprehensive Plan desionates this site as Urban. The Urban category is
intended to provide the opportunity for development of a cit}r-like environment
which includes various land uses. Intensive resldential, public facilities and public
service, such as water, sanitary and storm sewer, police, and fire are, are typical of
this category. The residential density ranges from 1 unit per acre to 17 units per
acre.
6. The existing zoning does implement and conform to the Comprehensive Plan.
7. The Arterial Road Plan designates Barker Road as a Principal Arterial, with a
recommended right of way width of 100 feet. In order to implement the Arterial
Road Plan, the County En~ineer has requested dedication of a 18 foot wide strip of
property along Barker Road to be set aside as a future acquisition area.
8. The existing zoning of che property described in the applicacion is Urban
Residential-3.5 (UR-3.5) previously established as Ag-icultural zoning in 1957 and
redesignated to Urban Residential-3.5 (L7R-3.5) on January 1, 1991 pursuant to
the Program to Implement the Spokane County Zoning Code. Pursuant to RCW
58.17.195 the proposal does conform to the requirements of the exisring zone.
17r~~
„
P `L~'.i / ar
9. The provisions of RCW 43.21C (The State Environmental Policy Act) have been
complied with and a Mitigated Determinaaon of Nonsignificance (MDNS) was
issued. The Committee, after independent review and in consideration of the appeal
of the MDNS, hereby adopts the MDNS as specified.
10. The legal requirements for pubiic notice have been fulfiIled.
11. The owners of adjacent lands expressed chrough petitions, oral testimony and other
documents, disapproval of the proposed use. Primary concerns expressed by the
opponents of record include impacts on existing public services (ie. schools, parks,
sewer) wildlife, traffic, possible land use conflicts between urban and suburban
lifestyles, and incompatibility of the proposal with the Growth Management Act.
12. The proposed use will not be detrimental to the public health, safety, morals or
welfare especially in light of the conditions recommended by the reviewing
agencies.
13. The subdivision proposal is generally consistent with RCW 58.17 and the County
subdivision regulations, promoting the public health, safety and general welfare in
accordance with standards established by the state and Spokane County. The
proposal as conditioned does provide adequate public facilities as cited in RCW
58.17.110 (2). More specifically:
a. open spaces
b. drainage ways
c. public andJor private righcs-of-way
d. potable water
e. sanitary waste disposal
f• parks and recreation faciliaes
9. playgrounds
h . schools and schoolgrounds
i . sidewalks
The above improvements are either exisang facilities or will be provided by the
applicant upon finalization of this subdivision as conditioned by the Committee and
implemented by the various County agencies. ,
14. The Committee additionally finds/concludes:
a. The issues idenrified and concerns expressed by the opponents of record are
' adequately mitigated by the recommended condiaons of approval attached to
the preliminary plat.
b. The applicant agrees with all conditions of approval.
c. The Mica View landowners association submitted an appeal of the Spokane
County Planninor Departments issuance of Mitigated Deternunation of
NonsiQnificance (MDNS) and requested that an Environmental Impact
Statement (EIS) be prepared. In response to the appeal of the MDNS, the
Spokane County Planning Department, pursuant to WAC 197-11-340 (3)(a),
HEC Order for PE-1753-94 Page 2
REX, --4 ~G
PACt ~ Q; .
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did not withdraw the MDNS. After reviewirtg ail pertinent informarion a.nd
public testimony, the Plannirig Departmen[ deterfnined.
, 1. T~ere are no idenrified subsrantial changes ta t'ie proposal so that the
proposal is likely to have significant aduerse irnpacts.
2. T'here is no new informabon indicating or on aproposal's significant
adverse enviranmental impacts.
3. That the M,UNS was nat procured by rnisrepresentafion or lack of
material disclosure.
d. The opponents of rmord requesteci that Chair, Verana Sorathern, he dismissed
from the Hearing Examiner Cam.mittee for this proposal due tv a possible
cnnflict of knterest and/or appearance af fairness. Chair Southern responded
that she would be able to mak-e an rmpartial decision on the proposal and cLid
nat remove herself ftom the Heaninu Examiner Corrrmittee. Objections from
the oppanents to Chai~ Southems par-acipation in the decision for this
proposal are noted far the record.
CONDZTIC3NS OR CONTINGENCIES APPLIED TO THIS APFROVA.L
All Conditions imposed by the Hearing Exarniner Committee shall be binding on
the "APplicant," which term shall include the owner or owners of the property,
heirs, assigns, and successors-in-interest.
2. T'he conditions of approval apply to the prelirninary subdivision of recv-rti.
SPOKANE COUNTY PLANNYN~'s DEFARTMEN7'
1 _ The proposal shall comp1y with the [Jrban Residential-3.5 (UR-3.5) and Aquifer
Sensitive Area (,ASA) Overlay zones, as amended. The preliminary plat shall be -
redesfgned to comply with County Roadway Standards. Approval vf this redesign
shall be adrriinistrative.
2. The final plat shall be designed substantial}y xn confvrmance with the~ prelirrdnauy
pI4at of record. No increase of density or raumber of lots shall occur withaut a
change of condition applicarion subru'ttal and approval,
3. The Planning Directorldesignee shail review any propased final Flat to ensure
compliance with these Findings arid Conditions of Approval,
4. A final plat riame/numhtr shall be indicated lefore the final plat is ~'~led, such
narneJnumber to ke approved by tl~r, Plannin~ Directorlc~esignee.
5. Appropnate road name(s) shall be indicaCed.
6_ ,'rri` Wi
is given conditiona.l approval for three (3) years., speci-fically to
_ e applicant rnay request an extension af time by submitting a
HE C Ord er for PE-17 53-94 Page 3
ITtiM g ?NO
Pi tCE 3 o+ _jg
i
wi-itttn re,quest approximately forty-five (45) days prior [o the above expiration
date.
7. Appropriate utility easements shal1 be indicated on copies of the proposed inaI plat.
Written approval of utility easements by appropriate utility companies sha.ll be
-received witn the subrm'ttal of the final plat.
T'he final plat map shall indicate by a clear, dashed line tt}e required yard setbacks
fram al1 pnvate, "Traet X" or public roads. The dedtcation sha11 cantain the
~o~l ing sta€e~ner~t: "Side yard and reaT yard setbacks shall be determine.d at the
~ building perrnits arer~queste.d ur~less tl~ese setbaeks are speciicalZ}~ drafted on
~'in~ plat. The setbac~ in~cated an ~iis plat ~n~,y be va~ied frar~ if groper
nin~ approvals a~-e vbtained." ~'OTE. Building sefbaeks along Bar~Cer
❑ad shall be 35 feet and are measured fr+orrr the edge of the F'uture
ACquisition Area.
9. Three (3) current cenificates of title shall be furnished to the Planning D~pa-rtrnent
privr to filirig the final pla[.
10. Prior to fi1ing of all or a porfion of the final plat, the applicant's surveyor shall
subrnit one ar more maps outlined in red of the area being fina.lized. The scale shall
match the appropriate assessor's map scale.
11. `I'he plat dedicarian shall contain the fo1lawing statement far .any lot(s) located on a rernpvxary cul de'sac or stub road: "Lot(s)[ ] , Block(s) f ] ax-e located an
a temporary cul-de-sac. This temporary cul-de-sac may be extended to provide
access tcr adjacent property anc/or cvnnect to existing roads or new raads as
development arad/or circulation needs dictateo"
12. 'I'he final plat shall indicate yard setback arc lengths on cul-de-sac lots which meet
or exceed the minimurn frontage vf the under~yir~g zane of the f nal plat,
13. Aplan for water facili6es adequare for domestic service and fire pratecfian shall be
. aPPgoved by Che water purveyor, appropriate fire protection district, County -
Building & Safety Departrrient and Count}+ Health District_ The agencies will
cerfify an the Water Plan, pn'or ta the filing of ainal plat, that the plan is in
confozrname with their respective needs and regulations. The Water Plan and
certification shall be drafted on a transparency suitable for reproducrion and be
signed by the plat sponsor.
14. The water purveyar shall certify that appropriate contractual arrangements and
schedule af impravements have heen made with the plat sponsor for constmction of
the water system in accordance with the approved Vi1ater Plan. 'Me time schedule
sha1l provide for cvmpletion af the water systerrr and insgectivn by the appropriate
health authvrities prior to application for building perrnzts within the f~nai plat. The
arrangements or agreements shall include a prvvision holdincr Spokane County and
the punreyor ham-dess fram claims by anny lot purchaser refused abuiIding permit
due. to the failure of the subdivision sponsor to satisfaczvrily cornplete the approved
water systern.
15. The water purveyor shail cer6fy that appropriate conti-actual arrangements and
schedule of imprvuements have been madr, with the plat sponsor for construction of
HEC Drder for P'E-1753-94 1~EX~ ~ Page 4
P.~~i ~
the water system in accordance with the approved Water Plan. The ame schedule
shall provide for completion of the water system and inspection by the appropriate
health authorities prior to application for build.ing pemuts within the final plat. The
arrangements or agreements shall include a provision holding Spokane Counry and
the purveyor harrriless from claims by any lot purchaser refused a building permit
due to the failure of the subdivision sponsor to saasfactorily complete the approved
water system.
16. 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 co the approved Water Plan for the final plat," includ.ing 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.
17. 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.
18. A survey is required prior to the filing of a final plat.
19. The dedicatory language of the plat shall conta.in the following language, "The
private roads and common areas cannot be sold or transferred, regardless of any
provision in the covenants to the contrary, and shall be considered subservient
estates for tax purposes to the other lots created herein."
20. A copy of the homeowners/property owners' associadon articles of incorporation
and/or bylaws and/or covenants and restrictions, together with any other provisions
for maintenance of common areas and facilities, shall be submitted for review and
approval to the Plannina Department prior to finalizing.
~
21. Prior to any approval of road and drainage plans, you are required to coordinate •
with the United States Postal Service to determine type and locarion of central mail
delivery facilities which may include applicable easements for developments of
three or more homes.
22. The Owner shall negotiate with the Central Valley School District and submit a
recorded copy of a voluntary aEgreement making provisions for public schools prior
to finalization and recording of this plat. The agreement shall provide a written
description of the subject property to which the agreement applies and also state the
dollar amount and any other agreed to miagating measures.
The Owner shall also notify any potential purchasers who have made an agreement
to purchase property within said plat pursuant to the Revised Code of Washin;ton
(58.17.205), that adequate provisions for school faciliries must be made
cond.itioned on a future agreement between the plattor and school district.
Voluntary agreements between the Owner and School District shall conform to the
requirements of the Revised Code of Washington Chapter 82.02.
HEC Order for PE-1753-94 IT N , 1 ~G Page 5
PAGIE
.S
23. To satisfy the requirements of RCW 58.17.110 that a subdivision mal;e appropriate
provisions for public parks, recreation and playbrounds, the owner, at his option, shall
either dedicate land vuithin the subdivision or enter into a voluntary agreement with
Spokane County to mitigate the direct impacts that the subdivision has on public parks,
open spaces and recreational facilities within the unincorporated areas of Spokane
County.
If the owner opts to enter into a voluntary agreement, the agreement shall be executed
prior to the finalization and recording of the plat and recorded in conjunction therewith.
The agreement shall be consistent with RCW 82.02.020 and substantially the same as
the standardized agreement prepared by the Spokane County Parks, Recreation and Fair
Department. Prior to finalization of the plat, the owner shall advise any purchaser of
property, as authorized under RCW 58.17.205, of the obligation within the voluntary
agreement.
24. The final plat(s) shall be addressed in accordance with RCW 58.17.280 and local
ordinance.
25. The Spokane County Plannina Department shall prepare and record with the
County Auditor a Title Notice specifying a future land acquisition area for road
right-of-way and utiliries. The reserved future acquisition area Title Notice shall be
released, in full or in part, by the Planning Department. The notice should be
recorded within the same time frame as an appeal and shall provide the followin~:
a. At least 18 feet of reserved future acquisirion area for road right-of-way and
utilities, in addiaon to the existing and/or newly dedicated ri ght-of-way along
Barker Road. NOTE: The County Engineer has required 2 feet of new
dedication.
b. Future building and other setbacks required by the Spokane County Zoning
Code shall be measured from the reserved future acquisition area.
c. No required landscaping, parking, '208' areas, drainfield or allowed signs
should be located within the future acquisition area for road right-of-way and utilities. If any of the above improvements are made within this area, they
shall be relocated at the applicant's expense when roadway improvements are
made.
d. The future acquisition area, until acquired, shall be private property and may
be used as allowed in the zone, except that any improvements (such as
landscaping, parking, surface drainage, drainfield, sijns or others) shall be
considered interim uses.
e. The property owner shall be responsible for relocating such "interim"
improvements at the time Spokane County makes roadway improvements
after acquiring said future acquisition area.
26. The owner/applicant shall prepare a"native" landscape plan, for those areas
adjacent to Saltese Creek, and submit the plan to the Department of Ecology (DOE)
for review and approval prior to finalization of any phase of the preliminary plat of
record. The landscape plan shall include the proposed "fencing" discussed in the
memo from DOE dated July 27, 1994. The applicanc shall also prepare a"Native
HEC Order for PE-1753-94 1T io Paae 6
• :;.1 „ ~
~
PA ` ~ 6 ~ -
Growth Protection Easement" for approval by DOE. The easement shall be
disclosed on alI Phases of the final plat and shall read to the effect:
"This subdivision is under the terms of a Native Growth Protection Easement" for
those open space areas adjacent to Saltese Creek. Ma.intenance and protection of
this open space is the responsibility of the Homeowners Association.
Encroachment into the Easement by adjacent lots is strictly prohibited."
SPOKA\TE COUNTY DIVISION OF ENGI\1EERING AND ROADS
Prior To Issuance Of A Buildina Permit Or Use Of The Propertv As Proposed:
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.
C2) Plans, profiles, and cross-sections as designed to County standards showing
proposed srreet centerline and curb grades shall be submitted to the Counry
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.
3. Drainage plans and design calculations showing the alignment of drainage faciliries
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 direcrion of a
licensed Professional Civil Engineer.
4. The regulations of the National Flood Insurance Program shall be observed. A
development pernvt shall be obtained from the County Engineer before construcaon
or development begins within any area of special flood hazard (reference Spokane
County Ordinance No. 88-0521).
e following statement shalil appear within the ded.icatory language of the plat:
~ "Development within this subd.ivision shall conform to the requirements of the
National Flood Insurance Progam and Chapter 3.20 of the Spokane County Code.
Purchasers of property in this subdivision are warned of possible flooding or
ponding and the potential requirement to purchase flood insurance. This waming
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 F1ood Hazard. "
Construction within the proposed public streets and easements shall be perfornied
under the direct supervision of a licensed encrineer/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 [hat all disturbed monuments have been replaced.
6. 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 Enjineer. All work is
subject to inspection and approval by the County Engineer.
HEC Order for PE-1753-94 Page 7
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ac{i ie a2EUtuual siaa.u uaym pannbal a-m sous-ap-Ino kmsodwa1,} •kic
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uotsinrpqns ap laploq lo a~EUtuuai lpyi slaa.Qs j~ 3o sa~pa lo spua ayl iE duas
looj-(t) auo E:papaap lo paauorpap aq slaans ac{~ jo uoiiEnuquoo ayl jtiun lsnri ut
pjay aq Aliadold paquosap-2uinnojjo3 acp lemp aprcu aq 11Eys uotsinold aipudoiddd • g
laaut~u~ Xluno:) ayl ylcnn
pajU aq Iiuqs saucjiamao iaa.ns ayi 2uuuawnuocu puE supjd jjmq-sE„ `uoQEogiua~
uoilon-iisuoo `siuawanosdcut 3o uoi»nnsuoo 30 isoo ayi lanoO 01 iaautDuH ,Ciunoz)
acp Xq palpcutm) junocu-e ac{i u~ puoq e lo `lrjd juu3 youa 2uijU oi .roud palajduioo
aq oi st ~Conn-jo-iy5u ~ciqnd pasodold lo 'OuUSixa atp uicp!nn uotlon.nsuoo IId • L
gt-antees and assigns. This provision is applicable to Bai-ker Road south of £icxhth
Avenue.
19. The following statement shaI1 be placed in ttae piat dedicatian:
„T'he awner(s) or successar(s) in interest agree to authorize the County to place
their name(s) on a petition for the forrnation of a Road Tmprovement Distiiet (RDD)
by the pe-tition method pursuar,t to C-hapter 36.85 F~CW, which petirion includes the
owner(s)' prflperty, and further nat to objeet, by the signing of aba1lo[, to the
forrnation of an RITJ by the resr~lution methad pursuant to Chapter 36,88 RCW,
which resoiution includes the owner(s)' propeny. If an RTD is forrned by either the
perition or resolution method as provided for in Chap€er 36.88 ~CW, the owner(s)
or suecessor(s) further ag-ree:
(a) that the improvernent(s) or consmaction contemplated within the prapvsed
RDD is feasible;
(b) that the ber~efits to be derived from the formation of the RID by the praperty
included therein, together wich the amount of any County participation,
exceed the cost and expense af formadon of the RID; and
(c) that rhe property within the proposed RID is sufficiently cieveloped.
Provide.d further that the owner(s) or successar(s) shall re-tain the right, as
authorized under- RCW 36.$8.090, to object to any assessment(s) on the property
as a result of the impravements aled for zn conjunction with the fcarmatian of an
, RID by either petition or resolu[ivn methad under Chapter 3+6.88 RCW# and, to
appeal to the Superior Couzt the de-cisian of the BQard af County Commissioners
affirming the f nal assessment Foll.
It is furt.her agreed that at such tzme as an RID is created or arzy Road Irnprovement
ProjCCt is sanctioned by Spokane Councy, the irnprovements required (curb,
Sidewalk, drainag~ ~~ntr01 and paving) will be at the sole expemse of the
undersi~ned owner(s), their heirs, grantees and assigns vvithout parTacipatian by ,
Spokane. County.
The RE] waivtr contained in this agreement shall expire a,fter ten (10) years from
the datit~ af execurion below. However, the owner(s) or successar(s) a&ree that if
said RID waiver expires rvit-iout construc[ion of the requireti improvernents, the
owner(s) or suceessor(s) agree to construct the required impravernents aX thezr own
expense, pay to Spok,ane County the then estimated cost af the requixed
irnprovements to enable the County to comglete the samr, or furnxsh a bond or
other secure method suitable to the County (which may include the execution of
another RID waiver agreement) providincr for or securing to tl~e Cour~ty the actu~
r-onstructian af the'improvernents.
All of the requirements af this agreement shall run with the land and shall be
binding upon the owner(s), their sUccessor(s) or assign(s)." This provision is
applicable to Barker Road south of Eighth Avenue.
20. The Caunty Engineer has desipcrnated Typical Roadwa}r Section Number Two,
Lacal Access standard far the impraverrient af all internal roads, which is to be
HEC Order for PE-1753-94 MP~,ge 9
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constructed within the proposed development. This will require the installation of
36 feet of asphalt. The construction of curbing is also required.
21. The County Engineer has designated Typical Roadway Section Number Two,
Local Access standard for the improvement of Eighth Avenue, which is adjacent to
the proposed development. This will require the addition of approximately 30 feet
of asphalt along the frontaae of the development. The construction of curbina and
sidewalk is also required.
22. The County Engineer has designated Typical Roadway Section Number Two,
Local Access standard for the improvement of Loiig Road, which is off-site from this proposal. This will require the addition of 30 feet of asphalt from 8th Avenue
north to Fourth Avenue. The construction of a hard surface pedestrian walkway on
the east side of Long Road shall also be constructed.
~ Lor o t►y
4-1 -r h s5i~n ~d T•pi» , o.ad ay ~criio ~~b o, ~
i n~rinal t i~~ftirid f tfie i+ ~pr • ve.~ne~ . •er Road, wh: c's . d. c~n to
an no o h •r~T~os~e''d c~ v lo ~ nt. 1 ' ' ~ ~ ~ \ ~
~
a,p - ra~: ~ 2 f~ • ~~h.rl~ .on ~ ron t~ : . ~ ~t~ ~ to A ~ ~ 1 w : ~ ~J ~J
~
24 The applican[ shall prepare and submit to the County Eneineer a design proposal
acceptable to the State Highway Department of the proposed state highway-county
road intersection. State HighwaY DePartment aPProval of the ProPosed desibQn must ✓
,
be received prior co [he filing of the final plat. Improvements to the state hicrhway
are the responsibility of the sponsor and may either be constructed or a bond to
,
cover the cost of such improvements furnished to the County Engineer in the ~ amount as determined bY the CountY Encrineer and the State HighwaY DePartment. ~
This provision applies to the MDNS requirement relatina, to signalizarion of Barker
Road and I-90. ~
25. The proposed private road(s) as shown on the preliminary plat serving 8 lots with
no extension possible has not been approved by the County Engineer.
26. Private road(s) shall be improved to Spokane County standard for a private road .
Urban/Suburban standard servin~ 8 lots, and are subject to approval under Section
10.207 of the Spokane County Fire Code.
27. All vested owners shall sign and record private road documents as prescribed by the
Spokane County Encrineer. These documents shall be reviewed and approved by
the Spokane County Engineer prior to recording with the Spokane County Auditor.
Recording numbers shall be referenced in the dedicatory language of the plat.
28. The following statemenc shall be placed in the plat dedication:
"WARNING: Spokane County has no responsibility to build, improve, maintain
or otherwise service the private roads contained within or provide service to the
property described in this plat. By accepting this plat or subsequently by allowing a
building pernlit to be issued on property on a private road, Spokane County
assumes no obligation for said private road, and the owners hereby acknowledae
that the County has no obligation of any kind or nature whatsoever to establish,
examine, survey, construct, alcer, repair, improve, maintain or provide drainage or
snow removal on a private road. This requirement is and shall run with the land
HEC Order for PE- l 753-94 010 Page 10
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and shall be binding upon the owner(s), their heirs, successors or assijns,
including the obligation to participate in the maintenance of the private road as
provided herein."
29. The proposed subdivision shall be improved to che standards set forth in Spokane
County Board of Commissioners Resolution No. 80-1592, as amended, which
resolubon establishes regulations for roads, approaches, drainage and fees in new
construction.
30. The County Engineer has examined this development proposal and has determined
that the impact of this proposal upon the existing county road system warrants the
dedication of additional right-of-way and the roadway improvements herein -
specified.
31. The following statement shall be placed in the final plat ded,ication: "The private
road as shown hereon is an easement which provides a means of ingress and egress
for those lots within the subdivision having fronta-ge thereon."
32- The County Arterial Road Plan identifies Barker Road as a Principal Arterial. The
existing right-of-way widch of 60 feet is not consistent with that specified in the
Plan. In order to implemenc the Arterial Road Plan, in addition to the required
' right-of-way dedication, a strip of property 18 feet in width along the Barker Road
frontage shall be set aside in reserve. This property may be acquired by Spokane
County at the time when arterial improvements are made to Barker Road.
33. There may exist utilities, either underground or overhead, affecting the subject
V
property, including propeny to be dedicated or set aside for future acquisition.
Spokane County assumes no financial obligation for adjustments or relocation
regarding these utilities. Applicant(s) should check with the applicable uvlity
purveyor and the Spokane County Enc,ineer to detemiine whether applicant(s) or
the utility is responsible for adjustment or relocation costs and to make
arrangements for any necessary work.
34 Based on the traffic analysis provided by the applicant the following conditions of .
approval were accepted by the applicant through a Mitigated Determinaaon of
Nonsignificance and would be complied with prior to finalization of the applicable
phase:
Phase I
The applicant shall pave Long Road and build the pedestrian wall:way in Phase
I of the proposal as delineated in the Preliminary plat of record.
Phase II
The applicant shall install a new traffic signal at Barker Road and the
Eastbound (south) I-90 ramps. The applicant shall be responsible for design,
funding, and consa-uction of the traffic signal along with improvements
associated with the traffic signal. The traffic signal and improvements shall
meet WSDOT standards.
HEC Order for PE-1753-94 - Pace 1 1
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I The apPlicant shall place 10 percent of the cost to upgrade the traffic slgnal at
Barker Road and Agpleway in an escrow accaunt rnanaged by Spokane
_Eahe y for future upgrades to~ the signa~l at this intersectian.
Phaspplican t t shall subrnit plaris for review and approval by the County
Engineer for the improvernent of Barker Road from Ei~hth Avenue zo
Appleway t❑ 32 feet.
35. The applicanz shall provide grading and ervsion control plans prior to fnalization of any
phase of zhf,- prnposed development.
36. The pn-vate raads as shown on the prelir,-uinary plat are not acceptable to the County
Engineer. Redesign of a private road would be reqiiired prior to approval of any final
plat for this progosal.
5POKANE COUNTY D7VISION OF U7`ILYTIES
I. Any water service fvr this project slaall te provided in aecordance with the
Coordinated Water System Plan far Spokane Counzy, as amended.
2. Sewerace facilities are not affected by this proposai cherefore no recommendatian.
3. Th~ owner(s) or successor(s) in interest agree to authorize the County ta place their
name(s) on apetition for the fcarnation of LTLID b}r petitl'on method pursuant to
RCW 36.94, which petitior, includes the owner(s)' property; and further not to
obiect by the signincr of a protest petition agairrst the formation af aULID by
resolutian method pursuant to RCW Chapter 36.94 which includes the awner(s)'
praperty, ~ROVTDED, this condinon sha11 not prohibit the owner(s) or
successor(s) frorn objecting to any assessrnenc(s) on the property as a result of
imp~ove-ments called far in conjunction wkth the formation of a ULIID by either
petition or resolutian under RCW Chapzer 36.94. _
4. Applicant shall make cannection to Public Sewer System, Sewer Connectian
Perrnat is required.
5. Plans adnd specifieations for the public facilities connectian are to be reviewed and
agpraved by the LJtilities Department. Spokane County plan submittal irequirements
apply.
6. 5ecuiity shall be deposited vaith the Utilities Department for cQnsmctiari af public
facilrties connection.
S1'OKANE COUNTY HEALTH DISTRTCT
1. The finai plat shall be desicrned as inciicated on the prelir-iinary plat of record andJor
any attached sheets as noted.
HEC Order for PE- ] 753-94 Pa ~ 1~.
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~ I a1)pd V6- E SL I -3d 1o31ap10 Z)3H
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19lUnn puE sjjann aipnud jo asn„ :aiuls jipys i-ejd ayi uo aunouEj fuoipocpap ayj, 'Z I
j,•pazuoyinpaq lou jluys s=jsXs I-esodsip alunnas aics-uo lunp!nIpuI 3o asn ajps oi loud man/ioj yon ol papcnold
aq jiinn aoin.ias jLnp!niput puE `[»afoid/mld] ayl loj alqpjtEnP apEwaq Iiinn cua1sAs
lannas oijqnd d„ :Ieyl loajya ayl ol uonvoipap ayl ui paoEld aq ireys luawajpls d • t t
-pazuoyine aq lou jlpys swa1sXs jusodstp 92Rnnas
alts-uo tpnpcntput 3o asn -aiUs 01 loud mr.n/ioi yOUa oi papinold aq ijinn aDIn.ras
pnptniput puE `MaCold/jeid aql loj ajqeltEnE appw aq Iitnn uiais,Cs lannas oliqnd y .01
'cu31sXs 1aiEnn panosdde ayiaiaIdwoo Xjuoiopjstlzs oi .cosuods ipjd aq1 jo alni!,ej ol
anp liculad ~utpjinq u pasn3al iasuy:)lnd mu.a A'uE ~Cq scuroIo cvo.ij ssaluuEy lo4anmd
ayl puE13111scQ yIjvaH XaunoD aumjods `Xluno:) aumjods guipjoy uocsinold
u apnlouc ijtm sluawajluuEijp, jun1oanuoo ay1, •wId ayi utyltnn sliuuad 2uipjinq
loj uotiEmiddE ol loud sanuoylnic yifuay aiEUdojddE ayl ,Cq uoiloadsut puE walsxs
laiunn ayl jo uoUajdcuoO IoJ `as~O XuE ut `apcnold jjinn alnpayos acup ay,L •ajnpayos
acuil puu uEjd panolddp ayl yltnn aouuplooop ut `wa1sXs 1a~um ay13o uocimwsuoo .co3
losuods iEjd ayl qlinn apEw uaaq anBc{ sIu=anuu.uE jEnlop.nuoo aiEUdoiddL, juyl crejd
lalenn pres jo ,Cdoo L, uo n1d juulj ayi lutl!j oi loud X3tuao osjp jjcnn lohn-Ind ay• 6
-uotionpo.cdas .coj ajqEitns Xoua.mdsuuu
E uo paljElp aq IpM uocwoutuao puL, uejci laiunn prps •spaau anUoadsai naql
Xjsiles Xjalunbapp 11im pup siuawannba.c nay~yiinn aouuuuojuoo ui si upid ayl lEyl
uEld lalEnn plus 3o aopj ac{i uo iuld iuu~ ay1 jo auijU ayl oiloud X3tuao ijtnn loulscp
uotaoalold aig ay1 puE (loXanlnd).mciddns lalEm `s a~c.ioylnE ~lj~ay ay,L -saUuot{1nE
c{iI~ay alEUdolddu ayi puE lowsip uouoa1o1 a 3 aui q panoiddE uaaq anEC{
lsncu uuid iaiunn ptus •joAanlnd lalEnn ayl Xq panolddE aq ijvys asn uopoalo.cd alg
puu asn uoUeauri ailsawop `asn oclsawop joj munbape saUcjc:)ej lalum loi upld y • g
'l-eid aqi anjas ol pasodold c.ualsAs saiuM ayi jo ua.cE ;ntuas paploo:31 ay uTyatm
sati lEjd ayl iUyl aDuap!na masald jlrys losuods aqi `iejd jpulj ayi 2utly ol loud • L
-leld ayi jo loe.n yoEa oi aiqul!LInP
sc Xlddns lalpnn ajquiod pup alEnbapu uE iEyi 1ouisiQ y1jeaH ,(4uno:) auENods
ayi 3o uot»-e3sc1us ayi oi aiu.vsuocuap iluc{s losuods ayi `iuId jLu3 ayl 5uiji~ ol .~oud •9
'y1~aH 30 luawumdaQ aluls `(auexods) laauinu9 i~uo~a~
aya ~Cq panoldde uayM ~Ciddns .~ai~nn oijqnd 2uUSixa ue ~Cq aq j~ys a
~otnlas salLM ' S
-XlunoD aup.yods `santjlln 30 loioaliQ ac{i ynno.iyl paluucpsooo aq jl-eys aotnlas laluAA, 'Xiunoz)
aumyods `samicln jo lma11Q ayl Xq pazuoyanu suaq jluys poc{law resodscp anumas
l~id puU ayi jo IE1inuqns
ayl oi loud panT0301 aq asnLu sacuudwoo,{ltjiin ayl Xq slua=sn ayl jo [rnolddE
ua11uM •~~~.nnsTQ yliRaH Xluno:) aue~ods aql pup laaut2ua Xiuno:) aup~ods
`satuudwoo Xviun ay 0l iuau.iupdaQ nuiuuEjd ayi Xq uot1nqu1srp l03 plooal
jo lEjd kneuiwtjald aql jo sacdoo uo paluoiput aq IIEqs sluawaspa X1tinn muudolddy • Z
w '
13. he plat dedication shall conta.in a statement to the effect that: "The public water
tem, pursuant to the Water Plan approved by county and state health authorities,
he local fue protecaon district, County Building and Safety Department and water
urveyor, shall be installed within this plat, and the applicant shall provide for
7ndividual domestic water service as well as fire protection to each tract prior to sale
f each tract and prior to issuance of a building permit for each tract."
SPOKANE COUNTY AIR POLLUTION CONTROL AUTHORITY
1. All air pollution regulations must be met.
2. Air pollution regulations require that dust emissions during demolition, construction
and excavation projects be conrrolled. This may require use of water sprays, tarps,
sprinklers or suspension of activity during certain weather conditions. Haul roads
should be treated, and emissions from the transfer of earthen material must be
cont-olled, as well as emissions from all other construcrion-related activities.
3. SCAPCA srrongly recommends that all traveled surfaces (i.e., ingress, egress,
parking areas, access roads) be paved and kept clean to minimize dust emissions.
4. Measures must be taken to avoid the deposition of dirt and mud from unpaved surfaces onto paved surfaces. If tracking or spills occur on paved surfaces,
measures must be taken immediately to clean these surfaces. The spraying of roads
where tracking occurs, as stated in the checklist, may not be sufficient. Additional
measures may be necessary.
5. SCAPCA Regulation I, Arricle VI, and SCAPCA Regulation II, Article IV, address
emission standards. All emission standards must be met.
6. Debris generated as a result of this project must be disposed of by means other
than burning (i.e., construction waste, etc.).
7. All solid fuel burning devices (wood stoves, pellet stoves, etc.,) must comply with .
local, state, and federal rules and regulations.
H.EC Order for PE-1753-94 Page 14
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P; ;GE
w , •
ORDER
The Hearing Exarniner Committee, pursuant to the above Findings of Fact and
Conclusion, A.PPROVES the application of Richard Dahm for the subdivision of
approximately 39.14 acres into 101 lots for single family dwellings and those uses
allowed in the existing Urban Residential-3.5 (UR-3.5) zone as described in the
application PE-1753-94 known as Turtle Creek.
Motion by: Jane Myers Seconded by: Donald Moore
Vote: ( 3-0 ) UNANIMOUS TO APPROVE THE PRELIMINARY PLAT
HEARING EXAMINER COMMI'I'TEE
HEREBY ATTEST TO THE ABOVE FINDINGS, ORDER AND VQTE
7
R
A'I'I'EST:
For WALLIS D. HUBBARD .
Planning Director
~ JOHN W. PEDERSON -
Senior Planner
/
~
DATE
Pursuant to Spokane County regularions, any ag~rieved party has the right to appeal this
written decision to the Spokane County Board of County Commissioners within ten (10)
calendar days of the signing of this order. Upon receipt of an appeal, a public hearing will
be scheduled. If you desire to file such an appeal, you must submit a wntten appeal,
preferably on forms designed for such purpose, to the Board of County Commissioners,
West 1116 Broadway, Spokane, WA 99260, along with a$210 processing fee payable to
the Spokane County Treasurer.
If you have any questions, please call the Planning Department at (509) 456-2205.
HEC Qrder for PE-1753-94 Page 15
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Request for Design_ Deviation
Date: September 22, 2000
To: Bill Hemmings, Development Services Engineer
From: Gary Nyberg, Plan Review Engineer
Project: Turtle Creek - PAddition (P-1753B
Deviation: Rolled Curbs on Public Streets
Private Road Sight Distance
Development Summarv
The developer wishes to go forward with a third addition to Turtle Creek. This addition
will be an extension to the south and east of the 1' and 2°d Additions, respectively. This
final addition occupxes the remaining land lying west of Barker Road and north of the plat
of Turtle Creek South.
Deviation Summarv
This deviation request is for the construction of County roads namely 9h & 10hAvenues
and Beige Road, with Type R rolled curbs. Type B vertical curbs are part of the standard
road section in the 1981 County road standards which is the version still applicable.
Sidewalks are included as part of the deviation request, however sidewalks are not
required for local access streets by the 1981 standards and this issue has been dismissed.
The original deviation submittal included requests to allow vertical curves on Turtle
Creek Lane that were below minimum values, and the street plans included an
unorthodox road intersection where Turtle Creek Lane connected to the 10'' Avenue
cul-de-sac. Ia response to review comments from the Engineering Development
Services department the design engineer has submitted a revised rnad profile for
Turtte Creek Lane that meets the County private road standards, and has revised
the intersection to a standatd "tee" configuration. Therefore, the need for deviation
approvals for these issues has been eliminated; egeept to add the requirement for a
protective sight distance easement on the final piat map.
Impact SummarY
The PAddition forms the end of the public street system in this area, with no finiher
expansion possible to the south and east. The first two additions used rolled curbs and
there is no significant maintenance benefit for the vertical curbs that would justify the
requirement to change curb styles at this time.
. .
t t ~ ~
The design engineer has provided a road profile for Turtle Creek Lane that meets
minimum sight distances for private roads. A plat easement will preserve the sight
distances after the original road construction and plat grading have been completed and
the follow-on lot development occurs.
Recommendations
I recommend approval of these road deviations with the following special condition:
1) That a sight distance easement be dedicated on the face of the final plat over Lot
23 that preserves the required crest & sag sight distances for Turtle Creek Lane, as
modified for road downgrades.
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ReceivedFram: Fleceipt No. 122042
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Amount Paid:
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~ Amt. of ACct: IIliDraBy O[d@r:_ - Total Pald
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' SPoKaraE, v+~AR92, 4--v~7 DATE 1N11OICE NO. DESGRIPTIpN ~ EAlVQIGE AtulDUNT ~DEDUGTION BA1.ANCE ~
, . .
Request for Design Ueviation $30.00
Turtle Cfeek Third Additi.on PE--1753B
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DATE Mk1MBER~
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PLF-ASE dEfACH TFllS p4RT➢{7N AND R£TAIN FOR YOUF9 RECORa5.
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i S P O K A N E C O U N T Y
DMSION OF ENGINEERING M1D ROADS A DMSION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., County Engineer
. July 25, 2000
Darin Moore, P.E.
Taylor Engineering, Inc.
106 W. Mission
Spokane, WA 99201 Re: Turtle Creek Lane - Deviation Review Darin,
In reviewing your deviation requests, the proposed design does not meet minimum private
road standards on one or more design elements whether the 1981, 1995, or current 1999
County road standards are applied. Our preliminary evaluation indicates the following:
• A crest vertical curve length of approximately 175 feet is required for the road grades
at PVI STA. 1+85 versus the 100 foot vertical curve provided. The vertical curve
needs to provide the minimum required SSD for the design speed. The sharp
horizontal curve and inside road shoulder grade could fi;rther limit the sight distance.
• The sag vertical curve at PVI STA. 4+00 is marginally satisfactory, only when the
effects of the significant downgrade on the stopping sight distance and night visibility
from the sharp horizontal curve are not considered.
For the above reasons, we also need a horizontal sight distance analysis for these two
locations in order to make an informed recommendation on the design deviation to the
County Engineer. We are aware that the subject road is a private one in which the Spokane County does not
have direct liability from the roadway operations, however part of our regulatory role is to
consider the general health and safety of the public, and this is applicable to this situation.
I may be reached at 477-7257 regarding any details on the sight distance analysis.
Sincerely,
.
Gary W. Nyberg,
Plan Review Engineer
gwn/g:/devsrvcs/plats/PE-1753B:deviationreview. dac
1026 W. Broadway Ave. 9 Spokane, WA 99260-0170 •(5a9) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133
:
~ c . SPOKANE COUNTY ENGINEERS STOPPING SIGHT DISTANCE CALCULATIONS 08te: 06-Ju1-00
VERTICAL CURVE Review 0;
Reviewer: G. Nyberg
Project P-1753B Project name: Turtle Creek - 3rd Addition
Terrain: Flat (General land slope 0% to 8%)
x Rolling (General land slope > 8°k to 16%) Check only one terrain
Mountains (General land slope > 15°i6)
ROAD TYPE: '
Urban/Suburban Semi-rural/Rural
Public Public
Locel Access
Arterial
Collector
Secondary
.
Major
x Private '
Extension to 8 or fewer lots
Trect "X"
Private
Road name: Turtle Creek Lane
PVI station: 1+85 Length of vertical curve provided: 1a0 '
Design Speed: 20 Min. Stopping Sight Distance: RwUrRep
Entering slope (G 1, 5.41 ~D sw4fo
Exiting Slope (G2, °!o): -10.7
JG2-G1 I = A= 16.11
Check S>L:
L1 = 2S-(1329/A)
L1 = 157.6047
Required minimum curve length: • 5~
Curve provided is ' Coo horsrw
L2 = (AS"2)/((400+3.5S))
L2 = 174.6653
. "
~ SPOKANE COUNTY ENGINEERS
s
STOPPING SIGHT DISTANCE CALCULATIONS Dete: 06-Ju1-00
T~S VERTICAL CURVE Review I~,
Reviewer: G. Nyberg
Project 1#: P-17538 Project name: Turtle Creek - 3rd Additcon
Terrain: Flet (General land slope 0% to 8%)
x Rolling (General land slope > 8°k to 15%) Check only one terrein
Mountains (General lend slope > 15°k)
ROAD TYPE:
Urban/Suburban Semi-rural/Rurel
Public Public
Local Access
Arterial "
Collector
Secondary
Major
x Private
Extension to 8 or fewer lots
Tract "X"
Private
Road name: Turtle Creek Lane
PVI station: 1+ 86 Length of vertical curve provided: I Design Speed: 20 Min. Stopping Sight Distance:
Entering slope (G1, 5.41
Exiting Slope (G2, -10.7
~ G2-G 1 A= 16.11
L 1 = 2S-(1329/A)
L1 = V M• ►66 -
Required minimum curve length: ini~m-n17~"
Curve provided is Too short
L2 = (AS"2)/((400+3.6S))
L2 = 1JIE • 6i7!*" •
~ . ~ SPOKANE COUNTY ENGINEERS
STOPPING SIGHT DISTANCE CALCULATIONS Date: 06-Ju1-00
ULG ERTICAL CURVE Review Oft
Reviewer: G. Nyberg
Project P-1753B Project name: Turtle Creek - 3rd Addition
Terrein: Flet (General land slope 0°k to 8%)
x Rolling (General land slope > 8% to 15%) Check onty one terrain
Mountains (General land slope > 16%)
ROAD TYPE:
Urban/Suburban Semi-rural/Rural
Public Public
Local Access
` Arterial
Collector
Secondary
-
Major
x Private Extension to 8 or fewer lots
Tract "X"
Private
Roed neme: Turtle Creek Lane
PVI station: 4+00 Length of vertical curve provided:
Design Speed: 20 Min. Stopping Sight Distance:
~ D
Entering slope (G1, °r6): -10•7 AWSO M50
Exiting Slope (G2, -4.69
JG2-G1 I = A= 6.01
Im. S,
L1 = 2S -((400+3.6S)/A) .
L1 = Required minimum curve length:
Check S< L: Curve provided is ~quin"o`rt~
L2 = (AS ° 2)/((400 + 3.6S))
L2 = 105.5415
J ~
~ -
SPOKANE COUNTY ENGINEERS
STOPPING SIGHT DISTANCE CALCULATIONS Date: 06-Ju1-00
ERTICAL CURVE Review 4
Reviewer: G. Nyberg
Project P-17538 Project name: Turtle Creek - 3rd Addition
Terrain: Flat (Generai land slope 0% to 8°k)
x Rolling (General lend slope > 8% to 1 b°k) Check only one terrain
Mountains (General land slope > 16°k)
ROAD TYPE:
Urban/Suburban Semi-rural/Rural
Public Public
Local Access
Arterial
Collector •
Secondary
Major
x Private .
Extension to 8 or fewer lots
Tract "X"
Private
Road name: Turtle Creek Lane
PVI station: 4+00 Length of vertical curve provided: 100
Design Speed: 20 Min. Stopping Sight Distance: ,W7..96.
Entering slope (G1, -10.7
Z,
•
Exiting Slope (G2, -4.69
~ G2-G 1 A= 6.01
L1 = 2S -((400 + 3.5S)/A)
L 1 =
Required minimum curve length:
IlG•,W. WStZ~L~:~ Curve provided is Too short
L2 = (AS'2)/((400+3.6S))
L2 = '1 ► :618 _
. p
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DJ;aSL7J;^I DMATION ~ • ,
STPk~F RE'~OM~ENDATION'S
u
, • , ,~r'~~ ~ ~~~'~..~~t~~.~~. h~~~ ~+~~x►~ ~ ~ , ~ ~ ; ' , , .
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Approwed Aippr~~ed v~~~~uditaons - Not Approved
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roject M~'YagCnC ~17~uleeC
' ~ -
Approv~d proved r~rl~cor~c~i~ic~~~ Not Approved
.
,
. ~ Operations Er~gioeer ~ ~ • ~ D,a[e
4- , - .
~"~}OK~~ra:.7 ~ C~'~}W~J,~+-,
~2.4 +~i+~~ENG~"lER1S 4
DER9ERNI Y. L 1 ATION1 i
kpproved w,~~~ ~ondita~~s Ap~ oved as recommended abave NoC Approv6d , : .
- ~ ,
, , ~ . • - .
~ . _ - - - .
` Spakane Coun~~ ~~~ine
Dale
~ao
~
Request for Design Deviation
Date: September 21,2000
To: Bill Hemmings, Development Services iaeer
From: Gary Nyberg, Plan Review Engineer AAAI
Project: Turtle Creek - PAddition (P-1753B)
Deviation: Non-Standard Detention System
Development Summarv
The developer wishes to go forward with a third add.ition to Turtle Creek. This addition
will be an extension to the south and east of the V and 2"d Additions, respectively.
Deviation Summarv
This deviation is required for release of stormwater by a non-standard detention system
Drainage Coaditions
The upper majority of the PAddition site is quite flat and lies in `Garrison' gravelly loam
. soils typical of the Spokane Valley. A conventional swale with drywell system is planned
for this portion of the plat. The lowest portion of the site serviced by Turtle Creek Lane '
is ?ocated on a hillside with the bottomland having `Peone' heavy silt loam soiis. Saltese
Creek runs along the south plat boundary draining to Shelly Lake.
Coaceptual Plan
The lowest portion of the plat will drain to the detention facility where soil conditions are
not suited to normal drywell disposal. The drainage pian takes advantage of the natural
drainage conditions where an on-site drainage way is available.
The lower plat will drain to the Turtle Creek Lane cul-de-sac and to a`208' swale for the
required stormwater treatment. The swale sump will overflow through a short section of
12" outlet pipe laid quite flat. The desired restriction can be achieved by the pipe capacity
a.pd free flow conditions at low flows, and inlet controlled conditions at higher flows with
the pipe acting as an orifice. The discharge rate can be held to less than pre-develoged
rates for the 2, 10, 50, and 100-yr. design stornas, which exceeds the County standards.
Impact Summarv
The developed plat reduces the sub-basin draining to the creek and flood zone by nearly
2'n acres. The projected post-development runoffvolurne will actually be decreased from
existing conditions.
Recommenclations
I recommend approval of this drainage design deviation without any special conditions.
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- . . _ ._._y._._ -
Received From: %4`twv Receipt No. 122043
Address:
Date:
Amount Paid:
Z ~
= Acct. No.: ~ G % Casli ❑ . .
Sales Tax:
O
. V Amt. of Acct: :l ' 'Q ~ Total Paid
Money Order. 9_42
~ Z Amt. Paid
" -•Check: YJ,.Ctieck # : /6-
Q
. Y -11*-. e, +
Balan :
C@ DU@:
. 0 : Credit C : ard-.: LJ~ Exp._Date~
~ d, . i K---;-° t : ~ _•~S! t 4ar:.~;~;2=., _
• cA Purpose: r A~`( G N rt ; ~;:nl -c~~-~~~%~rr ~'`S~'rl~id~f=':,~t `,`~-'l~~C~r'~~~<~~
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~ . . . . ~ . ' - ~ ......r'~v e~+ r'. . . ~ _ . . ' " .
DASPOIU~NEELWOA gg E4T~NC. 6489
DATE c INVOICE NO. DESCRIPTION iNVOiCE AMOUNT DEDUCTION • BALANCE 1
Request for Design Deviation $30.00
Turtle Creek Third Addition PE-1753B
TCL3
CHECK CHECK TOTALS
DATE NUMBER
PLEASE DETACH THIS PORTION AND RETAIN FOR YOUR RECORDS.
DAHM DEYELOPMENT INC• WASHINGTON TAUST BANK ~ _
) $POKANE, WASIiINGTON 1251 6489
. . 1
~ 12720 E. NORA, SUfTE E
, SPaKANE, WA 99216•1179
Office: (509) 928-5777 • Faz: (509) 926-4690
THIRTY AND NO/100 ---------------------------------------------------------DOLLARS
DATE CHECK NO. ' AMOUNT
" 7/07/00 6489 $30.00
~ TME SPOKANE COUNTY ~
0 0~ 1026 W. Broadway .
Spokane, WA 99260-0170
_ v f
11800648911' 1: L 2 5 1000891: 10068 28 L 3 LIl' .
i ~
/J,-/ SpoKAcvE Co NTYWPA sION oF nvG AN13 on~ ENFoRCEMOENT -
1026 WEST 13ROAnWAY A, SPOBANT, WA 992601-0050
(509)' 4 ??,3675 • ~
STI'E INFORMAI'ION i II PRO~= INPORMAI'ION ~
Site Addla9: 0 E VACANT LAND AVE • tt ct Nmnber: 00005489 Inv: 1 I~$ne Date:
GnEF~iACRE3, WA 990I6 Use: pe-1753-44- FINAL
parcel Number: 55194.9068
Subdfviaion: UNKNOWN i :#Piicant: DAEIlViDEVELOPMEN'TINC
Bla ck; Lor ~ I 12720 E NORA AVE STE E
SP4KAN~, WA 99216-1179 Phone: (509) 328-3371
13.5
~~g; ~3 Urban Residea~tia
Contact: Taylor Engiieering, Frank Ide
Owner: DAF-IM DEVELOPIv~ INC ' 106 W,1V~'issionAve.
Addreas: 12720 E NORA AVE STE E i Spokatts,WA 99241 Phone: (509) 328-3371
SPOKANE, WA 99216-I179 ~ ht: R~str:
i g:tbacks - FYank Left Itig
Inspector: LEONARD FLUNO ~
Water Dist: '
Grnup Namec P&1753-94
' project Nems:
1 )
ti
LongPlat Conkrnetor: ~ Licem#:
C} • AL MAP $100.00 FINAL 51 $1,312.00
; Total Penillt Fee: $1,412.00
`i
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{ PAYMEIVT SLIMMARY Paee .1 0~ ~1 II No'rES
PERMIT Prncessed By: WR,IGHT, RAE ,
Printed By: WF.NDEL, G1.ORIA ; -
Tran Date Receipt # ~,►ment t~n !
06/29I2000 5276 ' $1,412.00 . ~
TotalFees ~AtnormtPVA AmonntOoving :
$1,412.00 $1,412.00 $0.00 . ~
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06/06/00 0.913 F3X 5099264690Y. ~ Dahm Developriient;, lnc._. ~ toi 0 011
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.~7~CE~ Of Th1E CGIUNT'1f' fNrl .fR
jiorm.jrfn, P.E., Cnunty L'nginccr ~ ~Deanjs M. Scott. 15_E~irector
. - - - ' -
i ~ A.G R.~~~1~I~ ,NT TCJ p~.~ ~ FEE5
,
, . • ' ~ _ , ai: - . - ,
EHGiNEER, ,S AGPLIE1';~IT IYUMF~,ZR
,
"Fhis _ag;ce,erneat bctwcvi ~Spokal~yc Cqullty aiid DANri DEVET~OPME~N.T, INC.
~ . , " knam o io .
~~.whosc inte_rusc~iu _ • -~w~~~ . r~ . ~
• ' ~ . ll.a.' OwA4', AgCnI; Gt.)_ ,
is en«ced into tfii:s~ da}► of 0, W.?his 3grcemcnc is appticablc ca thc projccc
17 "ulG r~ G!~ Cc-
. , `p - «acs•p~r'I[j~T[,1mc ~~e ~n0Tj"_" .
. , ~ ;
~_That~~[he ~Rio1i~ .idual's and parties R~Cd hcrcin as t~avil,~ an In[ecc.sc in the abc~ve cicscribed, Pcopcrty oc prvjcct ~
~~grcc= to chdi'~ fo[louii~iig: . . . , .
-
~ " .
S.pokalle County fo,r,projcct revicw and .inspcccion fecs as. spccificd iR,ChapLe'r
~Fr'thc Spokane County'(:nde, The'fets~ w~I~, be bas`ed'on„ac lual sa1ary, cnc~s inci~ctetl
i ; - . - - - ~ • ~ . ~ _ . . . .
.by~°~Sin~...oun'ty fo~r projcct~ Ccv>IetiYS and 1 c~r:4nsflecrI'aas plu.5 }a ~eperc-nt
. ~
400 ,lri~~st~ratiYe, chargc, and wilt bc billcd niontltiiy as -aecriied,:- A .ny billing atn.ouhts~ due, ; - - . , • _ , ~
f ~an ovcr-d,uc, account: ruust bc paid
inctudirq,.,an~ 'ezpcnses intqrrcd, i~~ the col)cc~,on o -
. 1 i Y- . - . ,
' --:~pi~v,r ~~o,~ tl~i~~C~ouniy'.c °zc:ceptance of chc-pro,jecc for FiinIf a prujeci is aPn r`Qvdd andlor . ~ -
~ .
~ 'F~led; wir~~ ~~~b`al'ance. acill o~ring, ~ ~hc unpaid 'baja~tc;C stiall -hc- p:~id, withi-n ~0 days of the
ici ate~'' _ i~ll ~ invoices shal;lV include
o
infrm3tion euch as the person,
.;iTi,Va :d'
numbe.,r' of -houis and What they ware doing '
~2, ^;~he und~rsisti~:c~ agtecq t1r.~t lhcsc fccs arc due and'payabl'e upon I Lipt of the I~il]ing as -
speleci ab4ve.. . .
A ~%r my isYoices ~noL psid within 30-d'ay9'oF the invpct~ datc will he LonsirJercd dclinqucnt. ~
,-af' f zny~!-outs[_anding balat~cc ~~t, the actuunt for tliis pi'oject is no[ paid within 30 ~Says ~f . ' Y
, •xrf , ~
hW~ n a f i% r c l l c r ie Y i c.w s*or t h c pr~ oje c C do,cumen' t 9' wi i l be c o iid uc te c~ un l i l t hc
en
.
1re~a`~cco ~~n't~ batasicc [s, paid. Any~~ ba]znce on t~iN, ac~cbunt fi~r this pco}cct no`t paid
, ` .c } r Mk ~ T~u,., I ~ t. _ • -e.
-w,~~~h~~n b5"~ dai►,
s- th.c iiiYoice da[c t»ay,'resul~t lit~ legal' act~ic"n or the jnitiation of othcr ~ N
.
,proccdu_res, ~tictudin~ rr-terral lo a collcction agency. Thc, Spoluvr wil1 be
41 e'14oic aiiY e ►
i~, ~ l~ xpeatse d~~
s incurre by tt~e Coun[}. ivr 'tlie ~ollection, oC uverdue
-acCaun fc_ .
. , . ~ '
4_ ~ 'T~,e idonchiy billing 9houlci bc sent ta ihc attcntion-of:
- I - • , - ~ -
I ~ ' ' . `4`r'..
. ~ ( NAMF. DAHM DVELOPMENT, INC.
I . , . ~
ADDREsS~~ 12720 E. NorR,.Suite
. ~ , . CIT.Y; STATE, . Spokane, Wll
- ~ . _ . .
99216--1197 - ' ~
ZIP coDE: ' , ,
509/928-5777
r
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I~,und~e~TS't~ancJ ~ I.IZst Failu~c psy th~sc 1'c~s may i•csujt in deJay ;in cvmplction or dnptovai of the proJec[ or other ~
~ a~~~~bte. 6~iet,ioii9_
t r~,l~.
C1~„ .=Tl=~ih'IS Pce agcccriiCilt (,s completed by someone otller chan the Spunsor (i.e., iUie project '
r1
tl, - owner er a,p=~ncipal+ in the'frrn sponsoring the Pr0jac:t), such a~s,the Engtncer designrng
the pr;ject, thcn wricten tiuchorizatlnn Ervm the Sponsoc sncc_"ilically nutltotitln6 the `
' Agcnt to txecuie tliis Fee /lgrcesncint ic attichcd co this rec Agrrclncnc. -
~ siGNATURF By: DAHri D~ PMENT, INC. .
BY'
. . ~ ~ ` - ° • (1'IZI1~T ~tA1~rtE) - `ard T~. Da , ent
, . ` M_ • ~ , . ' r
R~Z`URN'L~~LL,~n`:'~i~ _O,P:Y TO S~I~I~►A~NE COUNTY F 5 '
~ .T'.~~'~~r~ K
^:.C, --y:.{;~~`iw,~fi."`.
Svokanc. WA, 497tSf1.f1??t1 • mnm •rc ~•:~vt r ~ v i...:..~ • - - ' ' ' ' ~M ~
•'~`""r~:'~:~`?'.}~~_'~~~'::~ ; , ;
S P O K A. N E 't C O U N T Y
DNISIOIV OF ENGWEERIIVG AND ROADS A DIVISION OF THE PUBLIC WORKS DEPARTMENT
February 8, 2001
Rich Dahm
Dahm Development, Inc.
12720 E. Nora Ave.
Suite E
Spokane, WA 99216-1197
Re: Estimate for Signal Upgrade at Barker/Appleway Intersection
Turtle Creek - Phase III((PE~51~7ti5'~3'B')W-
Dear Rich,
.I am in receipt of your January 23, 2001 letter which requests the calculations for the signal
upgrade at Barker Rd. & Appleway Ave.
On October 31, 2000 I provided you with an estimate of $100,000 to modify the traffic signal
at the Barker Rd. & Appleway Ave. intersection to provide protected north and southbound
left phases. That estimate was for signal work and equipment only and did not include any
costs associated with the widening for the turn lanes.
Because Spokane County does not yet have a project to construct the tum lanes or signal
modifications, a detailed, item by item estimate is not available. However, the estimate we
provided was based on the assumption that this project would cost approximately 60 to 70%
of a typical signal installation. We chose 65%. With typical signal project costs of about
$150,000, this results in $97,500 for the upgrade, which we have rounded to $100,000 to
account for inflation.
Per condition of approval #34 for the Turtle Creek preliminary plat, you were requested to
provide $10,000 (10% of the signal upgrade) in the escrow account.
I trust this provides you with the information you need. If you have any questions, please
don't hesitate to bring them to my attention.
Yours truly,
Ross Kelley, P.E. .
County Engineer .
s4v-c J4,vrS
Steve Stairs, E.I.T.
Transportation Engineer
C: Bob Brueggeman, Spokane County Traffic
1026 W. Broadway Ave. • Spokane, WA 99260-0170 9 (509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133
~ DAtiM DEVEIAPMEN'r, h X.
12720 East Nora, Suite E
Spokane, Washington 99216-1197
Telephone (509) 928-5777 FAECEIVED
Fax (509) 926-4690
JAH 2 4 2001
wj%* mm
January 23, 2001 .
Spokane County Engineers
1026 E. Broadway
Spokane, WA 99260
Attention: Steve Stairs
Re: Barker/Appleway Signal Upgrade Estamate
PE-1753B
Dear Steve:
Could you please send me your calculations on how you arrived at our cost for the
subject improvement?
V ery truly yours,
.
~
chard T. Dahm, -
President
RTD: sjb .
~
Nyberg, Gary
From: Hemmings, Bill
Sent: Tuesday, August 29, 2000 9:33 AM
To: Nyberg, Gary
Subject: FW: Turtle Creek Third Addition
FYI
From: Hemmings, Bill
+
Sent: Tuesday, August 29, 2000 9:33 AM
To: 'Darin Moore, PE'
Subject: RE: Turtle Creek Third Addition
I understand a deviation is pending approval. In the mean time a tenative calcualtion of quantaties by your office
would speed up the bond calculation.
From: Darin Moore[SMTP:darinmoore@taylorengr.comI
Sent: Thursday, August 24, 2000 2:41 PM
To: 'Mr. Bill Hemmings, P.E.'
Cc: 'Mr. Rich Dahm'
Subject: Turtle Creek Third Addition
BIII,
Taylor Engineering is currently addressing Gary Nyberg's review comments
for Turtle Creek Third Addition as discussed in his June 29 and July 25
letters. It is Mr. Dahm's desire to bond for these improvements and record
the plat as soon as possible so that he can release the lots to his
builders. To date, he has experienced an overwhelming number of requests
to begin the construction of these homes.
Is there anything that Taylor Engineering, Mr. Dahm, or Spokane County can
do at this point to begin the bonding process? The plans submitted to your
office on 6/8/00 will experience minor revisions as they work through the
review and approval process. However, they are presently in a condition
that would allow quantities to be gathered and a bond estimate completed.
Thank you,
Darin Moore
Taylor Engineering, Inc.
Page 1
02/22/2001 10:05 FAX 508 328 8224 Taylor Engineering Inc Q001/001
MEMn VIA FAC.SLIME
TAYLOIt ENGINEER►ING, INC. 106 WEST MISSION AVENUE, SUITE 206
SPQKANE, WA 99201-2322
TO: Dahm Development, Inc_ FAX: (509) 926-4690
Rich Dahm PSONE: t5091928-5777
FROM: Sandra Anthony FAX: (509) 329-8224
sandr4;anthon ta ,1orenCr.corn PHONE: (509) 328-3371
RE: Tiutle Creek Third Addition DA'TE: February 22, 2001
5pokane, WA
No. OF PAGES: 1 (inciudiag cover) TIlME: 14:00 AM
Rich: As discussed with you on the teleghone, ZViurplay Brothers notified us Tuesday, February 20, 2041
that they would commesice construction on the sewer for the above refetenced projeCi on
Wednesday, February 21, 2001. Tayior Engine~ring, Inc. will perforna inspection on thc sewer
construction in accordartce with the approved plans dated October 20, 2000.
It is otu understetnding ittat Spokane County will provide inspection on thc rosd and drainage
elements as the prejiminary plat far this project was approved prior to 1995.
Tt is aiso our understanding tha Consolidated Irrigation Districi will inspect the water Unes for
this project.
Plea9e call with any questions.
Thank you!
T , - - ,
; 't~ '1t' ~ - .
- ' r~ ~r~ 'vz ~G~ r
,
Cc. Bill Hemm~ngs, Spokane Co~tY (a77-76Ss) Randy Stronks, SPokane CountY (477-7655) I hi
C
ene Repp, Spokaae County (477-4715) ~ Bob Ashcr~, Consalidate.d In~igation (924-3927) ~
a-
FEB_22_2001 10 - 07 509 328 8224
.
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S P O K A N E C O U N T Y
DMSION OF ENGINEERING AND ROADS A DNISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., County Engineer
June 29, 2000
Darin Moore, P.E.
Taylor Engineering, Inc. 106 W. Mission .
Spokane, WA 99201 -
SUBJECT: Submittal for Turtle Creek - 3`d Addition (PE-1753B)
_ Darin : .
We have conducted a cursory review of your June 8, 2000 submittal of Design Documents for
this project, and we have found that the submittal complies with the requirements of the
Spokane County Standards for Road and Sewer Construction or the Guidelines for Stormwater
Management with the following exceptions:
1. Road - a Design Deviation is needed for the following road deviations;
• Rolled curbs and no sidewalks on the public street system.
• Crest & sag vertical curves on the private road.
2. DrainaQe- either a soil profile analysis is needed to justify the conventional drywell
disgosal in the indicated Peone silt loam soils near the creek; or a detention facility should
be proposed with accompanying Design Deviation submitted.
Approval of the design deviation(s) and/or soils report are required prior to proceeding with
the review and acceptance of the plat construction plans. Enclosed is a copy of the pre-design
meeting summary. I may be reached at 477-7257 or by fax at 477-7655.
Sincerely, .
William A. 7ohns, P.E. Gary W. Nyberg
Spokane County Engineer Plan Review Engineer
encl.: Pre-Design Meeting Notes -
cc: Plat File
Spvnsor: Richard Dahm
1026 W. Broadway Ave. • Spokane, WA 99264-0170 •(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133
. .
Pre-Design Meeting Notes
Spokane County Engineers Office
C~ • 'ect Number: JZ
ProJect Name._i(Y ~ ProJ 5
ProJ'ect SPonsor: !I~d'l~ A;4M.
.
~ y
Sponsor's Engineer:
I - • , r • Design ~ , Firm: /CI Engineer: D !r/fl llltzye
.
Meeting Date: d_rV, ''77 R +da Meeting Time: am
► ,~~1 a'v
County StaffPresent at Meeting. ~G~i'' / ,~V
~
Other Meeting Attendees:
name/representing name/representing
namekepresenting name/representing
The Following Items need to be Discussed w/ the Design Engineer
General Items
la. List certain special requirements listed in the Conditions of Approval, EIS, or MDNS. This is
not an all-inclusive list. The Engineer and Sponsor is responsible for adhering to all Conditions and
design criteria.
404hollj~i~~r
y
de~ription reference
1 O
Sl'
description reference
\ 1 Q
6S44 1?70
description reference
description reference
lb. Does the En f the Examiner's/Staff Conditions of Approval?
gineer have a copy o
2. Include Standard Plan notes in the Road and Drainage Plans.
Pre-Design Meeting Notes for Project: Page: 2
Spokane County Public Works ,
Road Plans
1. Road Classifications and Design Criteria.
#1 #2 #3 #4
; At :
Street Name /~s V~.............................................................................. .
.
Classification
.............................:n::.........................-----.............;..................j,....................ti:..................~.................. ...............v./........., .
Roadway Width, W 36
~ . ~
.
Minimum right-of-waY width
see note (1)
• ~i-~ '
; .Min. Horiz. Curve w/ super
. .........................r...............ti ~
Min. Horiz. Curve w/o super .S'
, ........l.~..
~
General Land Slope/Terrain I / ...............1~.....----......... ..~.4...1..~~
l.Q................i.........................
: ~
Design Speed, mph
Curb T e& Clear Zone r 0~~~
~
•
....(see Sec:..3:.1.5) c,x.~...~~...~a...'~ ~ ~ `
Sidewalk re uired? es/no
q ~Y ) . ~ . NO,_
Note (1) Additional right-of-way may be given by the Sponsor.
Discussion: Ne'gej r ~~a ~ 1S/ GG 4.*e Irv ~A~
tim. o~ 4?W-VC,
/
fv*
.
77
2. According to the Design Engineer, what is the maximum number of units which will have
access from a single roadway? 4~7 . What is the max. allowed per Sec.1.03? _5V
3. Minimum intersection spacing is 300' for along a Principal or Minor Arterial(per Sec. 3.04),
and 150' for a Collector or Local Access street. What spacing is provided for this project?
~
,
Pre-Design Meeting Notes for Project: Page: 3
Spokane County Public Works ,
4. Are any off-site slope easements needed, or off-site right-of-way acquisitions needed? If so,
describe.
5. What type of turn-arounds are needed? (i.e. cul-de-sac, hammerhead, etc.)
Street Name Turn-around Type Location
. ,
. . .
,
lul-lle,- clexle .
6. Road Surfacing Requirements (Sec. 3.16)
a) What method in determining road surfacing requirements does the Design Engineer propose
to use (i. .
*A& 41~ AAS1JTO De 'gn Method, Co ty thickness t le, or gher?
G~a~ Sv~- ./''/G~'
b) Provide the Design Engr. a copy of the Soil Sample Proeedures, Design Report Format &
Alternate Pavement Design Table.
7. Does the Engineer plan on applying for any Design Deviations? If so, briefly describe below.
Please note that approval of all Design Deviation's must be obtained prior to construction
plan submittal.
. /
~ /l.,~17la►'ls ~ /'D C~~/~S ~ f'l0 / ~ ae
.
Storm Drainage
1. Basin Map
7. If so, does the basin
a) Did the Design Engineer bring to the meeting a basin map? Y45:
map show topography and sufficient information to be useful? ~ S .
b) Does the basin map depict any c nt 'buting off-site runoff flowing onto the property? .,._/VO
Does it aPPear to be correct? YK5If not, explain. ~
c) Is a site visit needed to venfy the basin limits? AIO Schedule for:
{Note: Concurrence with County Engineer's on basin limits is required prior to plan submittal. }
2. Is the site located within the Aquifer Sensitive Area (ASA)? Yte:s. What type of water
quality treatment is proposed by the Design Engineer? 1 /
~oe swvle
, .
Pre-Design Meeting Notes for Project: Page: 4
Spokane County Public Works ,
3. What subsurface investigations, if any, are needed with this project to make sure the
proposed disposal process will function as planned.
~a s T ~
~
4. Ar there downstream cond""tions which will ect the design of drainage facilities. If so /~Q► ~ J
describe possible mitigative measures. .Q/ ,
/Vv a&qj apledseea*.s
J
5. Is maintenance access provided to each GPA swale or drainage pond? If there is something
unusual, what requirements were given to the Design Engr.?
~
.
6. What does the DeveloperlEngr. propose for providing for perpetual maintenance of the
drainage facilities? Please briefly describe proposed mechanism, and what is needed to
accomplish this.
X~~
~ ~ . .
7a. What Design Storm(s) should be used in the course of analysis (i.e. 10-yr, 50-yr, etc.).
. /WO4 s
~nton system proposed . rease descn.be.
7b. Is a~et'gntion or Re i
hl 4pe; //~V
~
✓ 8. Are Erosion Control Measures required with this project? If so, briefly describe applicable
requirements.
S ~ /a~r~ sr.r~ i '.~`►~~a~~~
~ ,~'o o~i!
9. I secon Pre-Design Meeting needed? .
r
+ v
Pre-Design Meeting Notes for Project: Page: 5
Spokane County Public Works ,
List of Documents Provided to the Sponsor's Engineer:
a)
b)
c)
d)
e) ,
Any easements needed outside of the plat boundary, for drainage or other, are to be acquired prior
to road and drainage plan submittal. The Sponsor or Sponsor's Engineer shall provide separately
a legal description and Titde Commitment (or similar proof of ownership) of the affected parcel(s)
for proposed easements.
7'he Submittal Checklist, completed and signed by the Sporrsor's Engineer, shall be provided with
each plan submittal.
Note: Provide a copy of this completed document to the Design Engineer at the end of the pre-
design meeting.
filename: PreDesign meeting
.ti
. . z~;~ ~.,~i:... , . na.~'~`A`a.,,~~v~. ~NG!~sra: • ,e~ .
~ .
Taylor Engcneerrng, Ina
i ~ . . W.106 Mission Ave.
Spokane, WA 99201 DATE:
Voice: (509) 328-3371 Fo.v (509) 328-8224
AT'rN:
~P~~~ -`"1
To:
GRE:
77-IIIOP AP.0/770P--s ATTACHED ARE:
ORIGIIqAL DRAWINGS COPY OF DRAWWGS REPORTS RECEIV ED
LETTER CHANGE ORDER ELECTROr'IC FILdu N O B 2000
AS FOLLOWS:
SpOKANE COUNV ENGINEE
. . .
_
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~ a 1r~4;~~ ~.'2~~i.'LF.EFSa .~.~~'.`\'w~L~e. ~S`i. ~ i!n+;4'~~ ~~~A ~ ~~~+.«i~~ `T•.~~M.. .....`~4L. .v.. o- t?tA "~i:fi~~~~ . ~A.°r~i~~ :iC`:~.n~~~i~aa ~ .....~~NY'.4iii~~a'^"75~+~Si:~
j 50917r77/t7 ~ 0,6~y .
~7~~!~'~Z lCa,,VC) C.~z~v L~Zo~ S
FOR YOUR USE AS REQUESTED FOR APPROVAL
.r
FOR REVIEW AND CONfMEN"f RESU$MIT FOR APPROVAL RENRN
C
xENLAxxs: ~~~~--L- ► ~ C~%%'~`~-T'~ US ~~tJ
,
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COPY TO: li?t CJ~'l L' 1 T~' SIGNED: ~~e v O~~-~=
.
. .
. _ . ,
/ S • TAYLOR ENGINEERING, INC. ~ Ir West 106 Mission Avenue
Spokane Washiizgton, 99201
Ph on e: (509) 328-33 71
- Fax: (509) 328-8224
June S, 2000
TO: Paul Chase ,
Spokane Valley Fire District Number One
FROM: Darin Moore, P.E.
RE: Turtle Creek Third Addition
Paul,
Per Spokane County requirements, I am submitting a copy of the Turtle Creek Lane road plan and profile for
your review. This private road will serve 10 lots located within the plat boundary for Turtle Creek Third
Addition. The attached plat map (preliminary) shows the general layout of this project. This phase is the last of
Turtle Creek, located near 8`h Avenue and Barker Road in the Spokane Valley.
Please examine this plan for horizontal alignment and fire truck access. If you have any concerns, please
contact me right away. If not, please issue a letter of approval directly to:
Mr. Ed Parry -
Spokane County Public Works
Division of Engineering and Roads
1026 W. Broadway Avenue
Spokane, WA 99260
A courtesy copy to our office would also be appreciated. Thank you for your time.
Darin Moore
Cc: Rich Dahm, Dahm Development
_
Submittal Checklist
for Road & Drainage Projects in Spokane County - Plats/Short Plats
This Sicbmittal Checklist is to be completed and signed by the Sponsor's Errgineer, and incl:cded with each plan
submittal into the Spokane County Engineers Offrce. If this form is not fully completed and signed, do not
szcbmit plans nnd calciclations to Spokane Coiinty for review and acceptance. Incamplete szcbmittals will be
renerned and will cause un»ecessary delays for yoiir client.
Project Name: T-UPT LE Gk lK~:)~ m at\J
.
Pro~ect No. Date:
Spol.ane Co,unty ~
Project Engineer: Phone:
ProJ'eci SPonsor: DFVeZOPMDJI Z V C Phone: ~2,6 57//
A. Preliminary Process
Prior to Submittal of Road and Drainage Plans, the following evenis are to have already occurred:
(By checking each item off shown below, you are stating thatyou have verified these events/items hwe been completed.)
Adoption of a Hearina Examiner's Report for tb.is lonp plat, or a Planning Report for this shoR plat.
At least one Pre-Desip Meeting has been held with County staff at the Engineers Office. -
~ An "Agreement to Pay Fees" has been signed by the project sponsor, and submitted to the County
Engineers Office. 0 A Channelization Plan (e.g. sigvng and striping plan) of public roadNvay improvements, has been
coordinated a.nd discussed with the County Engineers Office. _
~ g2 ~llM4FF:- Cee-~-le, 1JD7- S P~Z~~c9~LL7 ~rv?
B. Road and Drainage Plan Submittal
The items listed below are to be provided as a minimum Nvith a road and drainage plan submittal. Additional
information m3ti• be required to demonstrate that the plans meet all applicable standards.
(By checking yes for each item sholvn below, yoir are verifying that these items have been completed and ore included
in this submittal. For any box cheeked "n!a", a written justifrcation of arry omissions at the errd of this section is
required.)
Item Description
`~y-es Road and drainage plans, two print sets. (Certification statement on cover of plans)
0 yes n/a One set of plans on 24" x 36" mylar media, or CAD electronic file DWG or DXF forma~AT-~
~ .
~R(yes Each Plan Sheet of record is signed and dated by the project sponsor.
~yes The road and drainage design meets the requirements of State law, WAC 196-27 regarding
"confomuty with accepted standards"; that is, the design reflects the "state of the practice"
for the proposed concept. ,
~ryes The plans, Drainage Report, basin map(s), and any other calculations are stamped, signed
i and dated by an engineer licensed in the State of Washin.f;ton.
~ yes ❑ n/a Drainage Report, two sets. To include: basin map(s), time of concentration routes in basin
map, arid Certification statement on cover of reQort and basin map. .
0 yes ?,Va Geotechnical Report, one set. (Include a11 soil test pitlboring logs.) (/UdA/c
0 yes ';/a Structural Paveme nt Calculations, one set - p` ~G/l~ 1 ~ 70
~'~~~S f
0 yes n/a Cross-slope grade calculations for road widening projects.
( ~ .
Item Description
Xyes 0 n/a Maintenance Manual and Sinkulg Fund calculations for drainage facilities located outside of
_ County road riot-of-way. .
IV yes 0 nla Written expianation of whohvhat entity wili be responsible for maintaining drainage facilities
which are located outside of blic road right-of-way, and that the p an is acceptable to the
County Engineers Office. '
O yes Xn/a Channelization Plan, or si~iing and striping information rovided in the road plans. To b
included ul road and drainage plan set.
~
Xyes 0 n/a I have read the Hearing Examiner's Report (long plat), or Planning Dept. Findings and
Conditions (short plat), for this project. The~Clesi,,n meets the conditions in the report.
D yes Xnla Copy of Approved Design Deviations. W-~~ 1 0)
;K yes ❑ n/a Fire District Approval, for private roads. G~g7~ 7d Ui
yes 0 n/a Lot Plans. Required for any lots with drainage easements and which front a public road, or
for lots which receive and treat runoff from apublic nght-of-way. ,
a yes ~n/a Any applicable State and Federal permits have been obtained. (i.e. HPA, JARPA: etc.). For
'py of the pe 't and conditions are included in the plan
Permits -with con7ZA~F
submittal. .
yes 0 n/a Inspection Agreement behveen the sponsor and its engineer. ( S-~ /ftweD e,6"7yZ05p' )
b
;Fz< yes 0 n/a For off-site easements to be granted to Spokane County, the following items sFL~
inclu ed: le al descrition exhibit, and roof of ownership. r-56::~ 7"- d
~ p , P
~i yes 0 n/a Erosion Control Plan, required for " a,jor Land-Disturbing-Activi~( To be included in the
road and drainage plan set.
EYplanation for any items listed above which are not included in this snbrruttal:
(Note: an insufficient justification of Nvhy an item Nvas not included in the submitted, or incomplete documents, may result
in the submittal being returned without review or without acceptance. Provide attachments if necessary.)
By sigaing below, the engineer is stating that the information provided in the submittal is complete, that the
information provided in the Submittal Checklist is accurate, and the plans and calculations are in accordance with
the Spokane County Standards for Rond & Sewer Construction, and the Guideli»es for Storrnivnter
Management, except «-here an approved Design Deviation a ows othenizse.
's Sia~nature: Date. . ~
EnQ
~ineer ,
EnQineer's Name: ~rl~l z- - 4-;~z e,5-
~
(please print)
If there nre a»y questions nboict this form or nppropriate proced:ires, please call Development Services,
Spokane Cozcnty Public Works, nt (509) 456-3600.
For Spokane County Use Only
Submittal No: County Plan Reviewer:
~ Accepted in for Review or Construction
~ Retumed to the engineer ,vithout review andlor acceptance, See attached letter of explanation.
Processing Date:
Submitca] Checklist 2
Spokane Gounn° Public tiVorks; Apri129, 1993
: 0
s •
Stukiirg ncore 11icur oire tinle of cury ileni ubove clece !v contiuuul Cvlili•uctur•
ftegligeicce or otlter reasons beyonrl Taylor Engineering, Lic.'s coiitrol shatl be
cotrsidererl e.xtra ajid tivill be billed to the Cojttractor O/1 QiI IlOllt'I}J bQS1S. Stakirtg of
QIIy 0ff-S1tE 1111pj'OV8111EllCS IS li0t IIICIllCI2CI QIICI CQII b2 fl2gOllQfE[I S2pClj•utely.
7'otal Sccliotis I and II "On-Sitc Ucsigli ancl Construction Scrviccs":
Tlie fee s/rown above is based oli tlze lot coj fguratiori shown otc the Preliniinaly
Plat, as aCljusted by tlie owner. Re-clesign of lots or other ele»eents of the plaii ntay
require clrange in scope and fees. This coittj-act assumes that adenunte
tODOgrC1DhcCaI S1li'V21' irifoririatioli will be S11DD11eCl l11 AutoCAD fornrat bv 1h2
otivIier. .
I. Provide consti-uction inspcction and testing as necessary to ccrtify construclion oF
sanitary sewer system, stornl drainage systein, and road surfacing, per current
County Road Standards. It is anticioated that fiill time inspectiocl of tlle sewer
svstenz will be reauired for this moiect. Prepare Record DrawinQs as required,by
the County. This includes modifying the original drawings. Actual invert
elevations of sewer and tivater stub locations shall be provided by the
. Contractor. Construction certiFication will be required by Spokane County.
This fee is heavily dependent upon the contractor's ability to meet sclledules and
meet specifications. Therefore, this fee is only an estimate. This service will be
billed hourly. Continuous re-testing and repeated site inspections 'may require
additional fees. Additionally, some lab testing will be required on soil properties.
~
' 1 u e r-c , ird • clit~ on DLM/dit Page 5
Taylor Engi.neering, Inc.
Civil Desip and Land Planning
106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371
-
. •
Scc ITEM G, EXI-[1BIT "A" 111 CCfCCCl1CC l0 aU1110C1'La11011 alld CO111p.Cl1Sal1011 COC CX'I'ItAS.
Paymcnt to bc nladc as follows:
Billings will be made monthly for work performed. Payment will be due 15 days after receipt of
invoice. THIS PROPOSAL AND CONTFZACT IS GOVERNED BY THE TERMS AND CONDITIONS ON THE ATTACHED EXHIBIT "A". PLEASE READ.
NOTE: This Proposal may be withdrawn by TAYLOR ENGINEERING, INC. if not accepted
within 30 days. Authorized
. Signature _
Title
Date 1670 Acceptance of Proposal: I have read the above prices, speciFications and all the terms and
conditions printed on the attached EXHIBIT "A" and they are satisfactory and are hereby accepted.
TAYLOR ENGINEERING, INC. is authorized to commence work as specified and agreed to
herein. Please sign both copies of the Contract and send one copy back to TAYLOR
ENGINEERING, INC. ~ 'VYy~ b" ela ~.,,'t =ti~ ~
Authorized ..Q pi-n ~
Signature
. ~
Title ~,e s,t
Date 120
~ • ~ ! • u~ t~e r -e4c, ird ~ d~it~o~1
t Page 6 Taylor Engineering, Inc.
Civi! Desigi and Land Planning
106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371
~
~ ~ _ - -
~ .
~ 4538885
' T0512WO o 09 55A
-TdYI f1A MUlJFFAT~dP. Pf1U 41f1 M Cnnkano Cn wa
AFTER R.ECORDING RETURN TO:
Spokane County Engineers
Development Engineering Services _
Public Works Building, 2"d Floor
1026 W. Broadway Ave Spokane, WA 99260-0170
Document Title: Drainage Declaration of Covenant
Grantor(s): Dahm Development, Inc., a Washi.ngton Corporation
Grantee(s): Spokane County and Turtle Creek Homeowners Association
Abbreviated Lega1 Desc: NE1/4 of NE1/4 of SE1/4 , SEC. 19, T. 25 N., R. 45 E., W.M.
Assessor's Tax Parcel Number(s): 55194.9068
County Plat No. P-1753B
In consideration of the approval by Spokane County of Turtle Creek - Third Addition, hereinafter referred
to as the "plat"), undersigned covenants and agrees that:
Spokane County and its authorized agents are hereby granted the right to ingress and egress to, over and
from all public drainage easements for the purposes of inspection and emergency maintenance of drainage
swales, ponds, ditches, culverts and other drainage facilities, if not properly maintained by the property
owner or the Turtle Creek Homeowners Association. Spokane County does not accept the responsibility to
inspect or maintain drainage facilities located outside of public rights-of-way, neither does Spokane County
accept aciy liability for any failure by the property owner(s) to properly maintain such areas.
The property owners within this plat shall be held responsible for keeping open and maintaining the surface
path of natural or man-made drainage flow over and across their respective properties. If the property
owners fail to maintain the surface path of natural or man-made drainage flow, or drainage fa.cilities on
private properties, a notice of such failure may be given to the property owner. If not conected witbin the
period indicated on said notice, Spokane County has thc right to corcect the maintenance £ailure, or have it
corrected, at the expense of the property owner.
Spokane County does not accept the responsibility of maintaining the drainage course on private lots or
floodplain areas «rithin private lots, nor the responsibility for any damage 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. •
, ~ - -
4538885
I~I 1210512040 o09 55A
TdYI f1R Pf:TNFFATNf: f`.f1U Qifl flfl Cnnkanp f:n Wd
Any building that is constructed on a lot in this plat shall be set at such an elevation so as to provide
positive drainage away from any drainage entry point to the building (including but not limited to a window
well, a window unprotected by a window well, or a doonvay). Said positive drainage shall consist of a
minimum slope of 3% away from the building for a distance of at least 10 feet from the building. The lots
shall be graded so that either a) all runoff is routed away from the building, and conveyed over the lot to a
natural drainage swale or approved drainage facility, or b) drainage intercepted on the lot is disposed of on
the lot in an approved drainage facility. All drainage facilities for this plat, including any `208' swales,
shall be constructed in accordance with the approved plans on file at the Spokane County Engineer's
Office. Any proposed changes to the approved road' and drainage plans must be approved by the Spokane
County Engineer's Office prior to construction of said changes.
There may exist properties located uphill and adjacent to this subdivision which periodically discharge
stormwater runoff onto individual lots within this plat. Stormwater runoff from nearby uphill properties
should be expected, and during snow melt periods or wet seasons the lots may be subjected to higher
amounts of stormwater runoff that what is normally observed or anticipated. Because stormwater runoff
from adjacent properties have discharged onto this plat prior to development, stormwater runoff will likely
continue to do so after development.
The property owners within this plat shall maintain all water quality swales (`208' swales) and drainage
ditches situated on their respective properties, and any portion of a`208' swale situated in a public right-
of-way adjacent to their respective properties, with a permanent ground cover as specified in the currently
approved a.nd accepted plans on file at Spokane County's Engineer's Office. No structures, including
fences, shall be constructed directly over or within a`208'swale without the expressed written consent of
the Spokane County Engineer. Spokane County does not accept the responsibility to inspect and/or
maintain the drainage facilities located within or serving this plat which are located outside of public rights-
of way, except in cases where Spokane County specifically assumes that responsibility in writing; nor does
Spokane County accept any liability for any failure by the lot owner(s) to properly maintain such areas.
The Turtle Creek Homeowners Association or its successors in interest shall maintain the drainage facilities
and grassed or landscaped areas, located within Common Area Tract "A", and other common areas within
this plat, that are not the maintenance responsibility of the adjacent lot owner(s), in conformance with the
approved plans on file at the Spokane County's Enginecr's Office. Maintenance of drainage facilities
includes, but is not limited to, keeping open and cleaning storm pipes, ditches, drainage ponds, swales, etc.,
replacement of drainage facilities as needed, and maintaining live native-type dryland grasses or lawn turf
in the `208' swales located in common areas or tracts, 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. The Turtle Creek Homeovvners Association shall be responsible for payment of all claims
and other liabilities which may become due for said maintenance responsibilities, such as but not limited to,
water fees, electrical charges, mowing, and landscaping,
If the Turtle Creek Homeowners Association, or their successors in interest, fail to maintain the drainage
facilities in conformance vvith the accepted drainage plan on file at the Spokane County Engineer's Office,
a notice of such failure may be given to the Turtle Creek Homeowners Association, or their successors in
interest, by the County Engineer. If not correctcd within the period indicated on said notice, Spokane
County has the right to correct the maintenance failure, or have it corrected, at the expense of the Turtle
Creek Homeowners Association, or their successors in interest.
~y
~ • 1
3
.
3 3
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~ 09:55A
4~12400
tQYI f1A MTNFFATAIf: Cf1U 51(1 M Cnnkana Cn Wa
Should the Turtle Creek Homeowners Association be terminated for any reason, the successors in interest
shall be the individual lot owners, or their successors in interest, who are members of the Turtle Creek
Homeowners Association at the time of said termination. The successors in interest shall share equally in
the responsibility and cost of mainta.ining sa.id drainage facilities.
This covenant and agreement shall run with the land in perpetuity, and shall be binding upon the owner,
their heirs, successors and assigns, including the obligation to participate in the maintenance of the drainage
facilities as provided herein.
IN WITNESS WHEREOF, the undersigned has caused this instrument to be
executed on this Oday of 2000.
rs
$chard T. Da.hm, President
ahm Development, Inc., a Washington Corporation
)
STATE OF WASHINGTON )
COiJNTY OF SPOKANE )ss
I certify that I know or have satisfactory evidence that 12te#-p % DAqM
is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument,
on oa stated that he) was authorized to execute the instrument and acknowledged it as the
of to be a free and voluntary act of such party for ses and purposes mentioned in the
instrument.
~
Dated:
~ -
Nota.ry Public In and for th ~1u4 te of
Washington. ~~'0~C.
• My Appointment~~~...
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. TRANSNATION TITLE INSLTRANCE. COMPANY
- ' NORTH 7 2 O ARGONNS
S POKANE , WASHINGTON 99212
Qrepared for: .
Order No.: JR-234007
TAYLOR ENGINEERIIdG
ATTN: DYANS 'WALIuACE
w. 106 MT5SION THIRD" - -
P L A T C E R T I P I C A T E ,
Cex'tificate for filing Plat of :
TURTLE CREEK THIRD ADDITION
In the' matter of the eubdivision to be submitted to Spokane County for
approval, this company has examined the records ot Spvkane County Auditor's
and Clerk's offices, and the records of the Clerk of the United States
Distri.ct Court holding terms in said county. This certificate i.s made for
the purpose herein apecified, and is not to be used as a basis for closing
any traneaction. Liability is lirnited to the amount, if any, paid for this
certificate. From such examination, the company hereby certifies the title
to the following described land, zn said Spokane County, to-wit:
That portion of the Southeast quarter of Section 19,'township 25 "
45"1ast, W.M. , described as follDws :
BEGINNING at the Southeast corner of the plat of TukTY,R CREEK FIRST
. ADDITION as per plat thereof recorded in Volume 2.~.► of Plate, pages
44 and 45; thence South 00 000' 00" East, along the West right of way
line of Baxker Road, 1002.18 feet to the North l.ine of the 35.00
foot wide Saltese Lake Outlet, as described and recorded under the
Spokane Cownty Auditor's Document No. 4087933; thence a1.ong said
Nortih line the fo].lowing 5 courses :
1) North 670221341, West, 92 . 02 feet; ,
2) North 68056159" west, 75.97 feet; ;
3) North 70026153" West, 103.60 feet; '
4) North 7303710811 west, 184.45 feet; 5) North 74049,10011 West, 634 , 02 feet, to the Southeast corner of
the Plat of TURTLE CREEK SECOND ADDITION as per plat thereof
recorded in volume 25 of Plats, Pages 84 and 85, thence along the
Easterly line of $ai.d plat, the following 8 courses:
1) North 0201213411 West, 248 . 73 feet, to the North right of way
line of 10th Avenue arid a point on a curve to the right the radius
of which bears North 02012'3411 Weat, a distance of 385.00 feet;
2) Along said North right of way line and said curve to the right,
through a central angle of 0204513711, an arc distance of 16_55
feet;
legal cont.
Page 1 of 8
a}. ~ . s. v v w sa r v t. e r. a 1►{ ia rJ a iIR aL i i r t+. .raLL'1 UY J 1 1if/ l Vla!l, y4p
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Ox'd.e rNo. ~.TK- 234007
l egal cont.
3} North 00413'48" East, 142 . 76 feet;
4) ~orth $9046' 12° WeBt, 66.05 feet;
North 831142' l4" West, 15.03 feet+
6) North 00013'481' Eastr 123.41 feet to the goiath right of vvay la.n,e
of 9th Avenue; .
7) North 0 7°04' 21" Eastr50.36 f eet to the 14orth riglit of way 1 ine
oE 9th Avenue; -
6) Nor-th 00013f480 5as t, 125 . 00 feet to the South 1 jn4 of said Plat
of Turtle Creek First Addition, thence alcng the South li'ne- of said
p1at the following 5 courses:
i} south 8904611211 East, -1.52. 00 feet;
2) Sauth (}4013'48" We5t. 4,50 feet;
3) S0uth $9046112'~ ~astf 252.00 teet;
4) North 00013148" Ear-tr 4,50 feet; -
5) south 8904611211 Hast, 739.67 feet to the Point of Beginmixig:
r
Situate in the County of SpokarYe, State of Washington,
VESTED IN:
DAHM DEVELOPMEN`I'r INC. t a Washxngtaxi cvzporation.
2XCEP'I'IONS: -
1. Taxes and as5esements# if any, no search having been rnade thereof, as
tn Parcel No, 55194.9068.
Parcel Nos.are provided from the latest Assessor's Maps ava31ab1e ta
the Company. ~aid pa'r'vel numbers ax'e not a. rnatter of tkie pulolic recox`d
therefor, the Comgany makes no assurance as to validity or accuracy
#'k+laSring the1'etO r
2. Liabi1ity to futuxe assessments by CvnsvZidated Irriga.tion District No .
1~.
3. EASEMENT AND 'rIM '£ERMS AND COMITIoL~S TI-iEREOF :
GRANTEE : PacifiC 5tates Te1~phorie and
Tele~raph Company
PLTRPDBE ~ The rsght tv erect r and
maintain poles within the
rieceasary wires a-nd fixtures
. th~reon
DATED: Agril 19, 1906
RECORDED: May 14,1906
RECORDING NO. : 142606
Page 2 ❑f 8
. . . . . , _ . . . . _ _ _ .
~,ri r.svv yv. v I a, rua vv4 airv iu10 1[V'11J1Nt111V14 111LL' wi VUj/009
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a
Order No. JK-234007
4, EASEMENT ANA THE TERMS AND CONDITIONS THEREOF:
GR.ANTEE: Millar A. Morrison, husband of
Doris Morrison, dealing in his
separate propexty, and Harry A.
Morrison, husband of CZoyde M.
Morrison, dealing in his
separate property
PURPOSE: A perpetual right-of-way
eaaement to survey,-construct,
operate, inspect, maintain, and
remove a water pipeline or
conduit and appurtenances
tihereto
DATED: October 1, 1965
RECORDEA: October 22, 1965
RECORDZNG NQ.: 149968C
~
5. EASM4ENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: Millar A. Morrison, hueband of Doris
Morrison, dealing in his separate property
and Harry A. Morrison, husband of Cloyde
M. Morrison, dealing in hie separate
property .
PURPOSE: Maintain and repair drain ditch and accese
AREA AFFECTED: This arYd other pxoperty
RECORDED: November 4, 1965
RECORDING NO.: 153391C
6. AaREEMMTT AND THE TP.RMS AND CONDI3`IONS THEREOF:
RECORDED: August 3, 1995
RECOY2DING NO.: 9508030115
REGARDxNG: Sewer Connecti.on Agreement between Spokane
County, Heptons and Dahm Development,
Iric., with Latecomer Provisions
7. EASRKE= AND THE TERMS AND CONDITYONS THEREOF:
GRANTEE: Richard B. Jarvis and Ruth L. Jarvis,
hueband and wife, d/b/a Jay Investment
Company, Dahm Development, Inc., a
Washington Coxparation, Meridian Land,
L.L.C., a Washington Limited Liability
Company and S& B Investments, L.L_C., a
Waehington Limited Liability Company
PURPOSE: Installativn and maintenance and
replacement oF various utility lines,
ingrese and egress
AREA AFFECTED: This and other property
RECORDED : March 26, 1997
RECORDING N'O.: 4087934
Page 3 of 8
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Order No. JK-234007
g. FASLTIGNT AND THE TERMS AND CONDITIONS THEREOF :
GR.ANTEE: , Spokane County
PURPOSE: Drainage
AR.EA AFFECTED: Thie and other property
RECORnED: November 5, 1997
RECORDING NO_: 4158044
9, EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRAN'rEE: The Washington Water Power Company, a
corporatiori
pURPOSE: Electrical distribution line and
. aseociated fixtures; with right to inspect
line and to remave brush and trees
AR,EA .AFFECTED : This and other property
DATED: Octobex 7, 1999
RECORDED: November 6, 1997
RECOR.DYNG NO.: 4158164 ~
10, S'TREET LIGHTING AGREIIMMNT AN,D THE TERMS AND CONDITIONS THEREOF :
RECORDED: November 24, 1997
RECORDING NO.: 4163467
. 11. EASED+EN'r AND THE TERMS AND CONDITIONS THEREOF : .
GRAN'rEE: Consolidated Irrigation District No. 19
pURPOSE: Instailation, operation and maintenance of
a water line and appurtenances
AREA AFFECTED: This and other property
REC012.DED : May 18 , 1998
RECOR.DING NO.: 4221903
12, NOTIC.E OR OPTION AND THE TERMS AND CONDITIONS 'rHEREOF:
RECORDED: Jurie 4, 1998
RECORD I NG NO.: 4228286
AFRBCTS: This and other property
13. EA3EMEN'r AND THE TSRMS AND CONDITIONS THEREOF:
GR.ANTEE : Spokane County
PURPOSE: Sewer
AREA AFFECTED : This and other property
RECORDED : J3Ilud1'y 4, 1999
RECORDING NO.: 4313390
Page 4 of 8
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Order No. JK-234007
14. EASEbENT AND THE TERMS AND CONDITIONS THEREOF:
GR.ANTEE: Spokane County
PURPOSE: Temporary turnaround
AREA AFk'ECTED: This and other property
RECORDED: January 4, 1999
RECORDING NO.: 4313391
15. NO'rICE OF STREET LIGHTZNG AGREEMENT AND THE TERMS AND CONDITIONS
THEREOR: RECORDFD: Febx'uary 10, 2000
RECORDING NO.: 4454777
16. $ASEMSNT AND THE TERMS A.ND CONDITIONS TIiEREOF:
GR.ANTEE: Spokane County
PURPOSE: Pedeetrian and Bicycle Pathway ~
AREA AFFECTED: This and othez' property
RECORDED: March 14, 2000
RECORDING NO.: 4463231
17. EA3EMFNT AND THE TERMS AND CONDYTIONS THEREOF:
GR.ANTEE: U.S. West. Communicatione, Inc., a Colorado
~ Corporation
pvRPOSF: ' Construct, operate and maintain
telecommunication facilities and
appurtenances
AREA AFFECTED: This and other property
RECORDED: April 6, 2000
RECORDING NO.: 4470225
18. DEED OF TRUST AND THE TERMS AND CONnITIONS THEREOF :
GRANTOR: Dahm Development, Inc., a Waahington
corporation
TRUSTEE: Transnation Title Insurance Company '
BENEFICIARY: Washington Txust Bank
ORI GINAL AMOUrTT : $213 , 3 0 0. 0 0
DATEb: November 1, 1996
RECOR.DED : ivovember 6, 1996
RECORDING NO.: 4052457
Page 5 of 8
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, , .
. •
Order No. JK--234007
19 . DEED OF TRUST AND TH)E TERMS AND CON'DZTIONS THEREOF :
Gg.pN'rpR - Dahm Development, Inc., a washington
~ corporation
TRUSTIEE: Txansamerica Title Znsurance Company, a
Washington corporation
BENEFICIARY: Richard B. Jarvis and Ruth L. Jarvis,
Huaband and wife, d/b/a Jay Increstment
Company, as to an undivided 55% interest;
and S & B Investments, L.L.C.,' a
. Washington Limited Liability Company, as
to an undivided 45% interest
ORIGINAL AMOUNT: $140,000.00
DATED: November 1, 1996 RECORDED: November 6, 1996
RECORDING NO.: 4052458
SUBORDINATION AGREEMENT aAND THE TERMS AND CONDITIONS TIIEREOF : ~
BY AGREEMENT DATED: Nvvember 1, 1996
RECORDED: November 6, 1996
RECORDING NO.: 4052459
The above beed of Trust was made subordinate to the Deed of Trust
_ recorded under Recording Iso. 4052457, set forth at paragraph 18 herein.
20. DEED OF TRUST AND THE TERMS AND CONDITZON6 THER.EOF:
GRANTOR: Dahm Development, Inc.
TRUSTEF: Transnation Title Insuxance Company
BENEFICYARY: Washington Trust Bank, a corporation
ORIGINAL AMOUN'r: $741,710.00
DATED: November 1, 1996
RECORDED: ATovember 6, 1996
RECORDING NO.: 4062461
RS-RECORDED: Ju.ly 16, 1997
RS-RECORDIM NO.: 4122040
znveetigation should be made to determine the present balance owed by
contacting the appropriate lender/agency/individual. .
Page 6 of 8
1'L/14/ UU 10: urs r'AA aua aZo lala '1'KtLN51vA'1'10N TT'1'LE lA007/009
Order N'o. JK-234007
21. DESD OF TRUST AND TFiE TERMS AND CONDITIONS TH'8REOF:
GRANTOR: Dahm Development, Inc., a Waahington
Corporation
TRUSTEE: Transnation Title Insurance Company
BENEFICIARY: Washington Trust Bank
ORIGTNAL AMOUNrr: $719,500.00
DATED: November 21, 1997
RECORDED: November 25, 1997
RECORDING NO.: 4164140 -
Investigatiori should be made to detez'mine the present balance owed by
contacting the appropriate lender/agency/individual.
SZTBORDINATION AGREMONT which declares that the instrument recorded
under Recording No. 4052458 is subordinate to tihe inetrurnent recorded
under Recording No. 4164140.
~
Subordinator: Richard B, Jarvis and Ruth L. Jarvis,
husband and wife, d/b/a Jay Investments
and S& B Ynvestments, L.L.C.
Lender: waehington Trust Bank
Recorded: December 3, 1997
Recording No.: 4166360
The Company has made no determination of and does not commit to or
insure the effectiveness of this subordination agreement.-
Page 7 of 8
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, 7►.
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• Order No. JK-234007
22. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
GR.ANTOR: Dahm Development, Inc., a Washington
Corporation
TRUS'rEE: Transnation Title Insurance Cornpany
BENEFICIARX: Washington Trust 8ank
ORYGINAL AMOUN1' : $16 , 5 9 0. 0 0
DATED : April. 21, 1998
RECORDED: April 28, 1998
RECORDZNG NO.: 4214382
Snvestigation should be made to deterrnine the present balance owed by
contacting the appropriate lender/agency/individual.
ENID OR F.XCEPTIONS
DATED AS OF Dec. 4,'2000 at 8:00 a.m.
~
TRANSNATION TZTLE INSUR.ANCE COMPANY
~ .
BY
For service on this rd call:
(509) 922-2222 (FAX) 9 -1519
Jon Mackey, Title officer
, , . . . ,
sc Page 8 of 8
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TRANSNATION TITL ~ 002
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05/12/00 FRI 13:21 [TIi17X NO 64801 Q002
_ Er • •
Taylor Engmeermg, Inc.
Civil Design and Land Planning Princ;pals:
Perry M. Taylor, P.E.
Stanley R. Sarling
a-~~ c~ MarkA. Aronson, P.E.
March 7, 2001 ~7 a c David C. Zarsen, P.E.
Sp~'~NF ~DO~ Associates:
CoUh Scott M. Bu,sch, P.E.
T Y%Fra~ik R. Ide, ASLA
IN~FR - Ronald G. Pace, 1?E.
Mr. Gary Nyberg
SpOkltle COUIlty ChieiFinancial Officer:
Division of Engineering & Roads Edwin C. Wagnild
1026 W Broadway Avenue
Spokane, WA 99260-0170
Re: Turtle Creek Third Addition, P-1753B
Inspectioa Services
Dear Gary:
Per our telephone conversation, we confirmed that the owner of the above referenced proj ect
prefers to have Spokane County inspect the public road and drainage systems of this project.
Taylor Engineering, Inc. will provide inspection and testing for the private road and storm
drainage facilities (Turtle Creek Lane and bottom swale).
The attached pages indicate the amended scope of work on our contract and have been signed by
Taylor Eng-ineering, Inc. and the owner. These copies are submitted as requested for your files. .
Sincerely,
TAYLOR ENGINEERING, INC. `
OUZUA
Sandra Anthony, P.E.
Proj ect Engineer
Enclosure cc: Rich Dahm, Dahm Development, Inc.
SAA/bak/00-036/Inspection Services doc
o .
106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371
FAX (509) 328-8224 / E-MAIL tei@taylorengr.com
; • .
. Stcrkiirg ntore lIl[!!1 are 1inie of u»y ile»t ubove cltee to coiiliiruu! Coirtrciclut•
iiegligeiice or otlier reasons beyond Taylor Engineering, Iric.'s coritrol shall be
cotisidered extra and will be billed to the Cojitf'QCIOY O11 QlI IIOIU'Iy bQS1S. Stakittg of
any off-site iritpj•ovemeiits is irot iiiclicded ajicl cair be fiegotialerl sepurutely.
7'ot:ll SCCtIQIIS I:111t! II "On-Sitc llcsigIl 1I1CI COl1StCllCtIUR SCCYICCS": "
The fee sliown above is based oii the lot cottftguration shown ott the Preli»iinary
Plat, as adjusted by the owtier. Re-clesigit of lots or other elentetits of the plaii may
require clraiige in scope nnd, fees. Tlris contract assu»ies thnt adencrate
topoQraahical scrrvev iitformatioii will be SIlDDIIE(I 112 AirtoCAD format hv the owrrer. .
III. Construction Inspection
1. Providc construction inspection and testing as nccessary to certify construction of
sanitary sewer system, stornl drainage system, and road surfacing, per current
. County Road Standards. It is anticioated that full time insDection of ttle sewer
svstem will be reauired for this nroiect. Prepare ~Record Drawinim as required by
the County. This includes modifying the original drawings. Aetual invert
elevations of setiver and water stub locations shall be provided by the
. Contractor. Construction certification will be required by Spokane County.
This fee is heavily dependent upon the contractor's ability to meet schedules and
meet specifications. Therefore, this fee is only an estimate. This service will be
- billed hourly. Continuous re-testing and repeated site inspections 'may require
additionai fees. Additionally, some lab testing tiviil be required on soil properties.
Item III. Construction Inspection, above, has been modified to include a11 of the sanitary sewer
system b.u.t fimi~e~l to the storm drainage s.y,stem and - road su~;f~,,g~for th-e iP~i ate Road
(-Turtle Cre k~a e~' kane Countv-will~complete~ all constr.uction.inspe~;t,~on-.arid- testing_v.~f ~
t _ic Roads for-tlis pro~,~•e_t.~c
Taylor Engineering, Inc. 4wne ' .
Authorized Signature Authoriz Signature
Title Title
Date Date ~
PROPOSAUCONTRACT - Turtte Creek, Third Adciition
DLM/dlt Page 5
Taylor Engineering, Inc.
Civil Desigi and Land Planning
106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371
FAX 15041 %)R-A994
. .
~ Scc ITEM G, EXhIIBIT "A" in rcfcrcncc to aulliorizalion ancl compcnsation for CX'1'ltAS.
Payiiicnt to bc madc as follows:
Billings will be made monthly for work performed. Payment will be due 15 days after receipt of
invoice. THIS PROPOSAL AND CONTRACT IS GOVERNED BY TIIL TERMS AND CONDITIONS ON THE ATTACHED EXHIBIT "A". PLEASE READ.
NOTE: This Proposal may be withdrawn by TAYLOR ENGINEERING, INC. if not accepted
within 30 days. Authorized
. Signature J~i .
Title
Date /oo
Acceptance of Proposal: I have read the above prices, specifications and all the ternis and
conditions printed on the attached EXHIBIT "A" and they are satisfactory and are hereby accepted. .
TAYLOR ENGINEERING, INC. is authorized to commence work as specified and agreed to herein. Please sign both copies of the Contract and send one copy back to TAYLOR
ENGINEERING, INC. b,,v cko e~ =ti% e
, .
Authorized .Q ~
Signaturc
. ~ Ti
tle ~1661 Date 0q) ~ 170
PROPOSALICONTRACT - Turtle Creek, Third Addition
DLM/dlt Paoe 6 '
Taylor Engineering, Inc.
Civil Desip and Land Ptannina
CP
106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371
ceY Mnol zOa_a39a
1
1 S P O K A N E C O U N T Y
DMSION OF ENGINEERING AND ROADS _ A DMSION OF THE PUBLIC WORKS DEPARTMENT
Apri19, 2001 Sandra Anthony, P.E.
Taylor Engineering
FAX: 328-8224 " Re: Inspection & Certification Requirements
Turtle Creek - 3rd Addition (P-1753B)
Sandra,
This letter is being written to record today's earlier conversation, as you requested. This
plat is still officially vested under the "old" 1980 version of the County road standards.
The public road construction will be inspected by County personnel as previously
arranged. County inspection personnel will not be used on the private road, Turtle Creek
Lane. The level of inspection used on the private road is strictly between the developer
and their agents.
Under the 1980 road standards, the public road system and the private road are not
reauired to have Record Drawings and Inspection Reports submitted through a drawing
. certification process. As normal, any significant road or drainage field changes desired
during the course of construction need to be accepted by the County Engineers prior to
implementation, and those changes should be reflected on "As-Builts" for the plat records.
I am not aware of the County inspection and drawing policies regarding the water and
sewer improvements. You will need to contact the County water and sewer utility
departments regarding these. I can be reached at 477-7257 if you have further questions
regarding the inspection or drawing requirements for the road & storm improvements.
Sincerely,
.
Gary W. Nyberg,
Plan Review Engineer
Development Services
gwn/g:/plats/P 1753Binsp-dwgrqm'nts.doc
1026 W. Braadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Ftoor) 9 TDD: (509) 477-7133
~
After Recording Retum to: Spokane Counry Engineer - ~
Attn: Engineering Administration
~
RESOLUTION NO. 2 0665
BEFORE THE BOARD OF COUNTY COMMISSTONERS OF SPOKANE COUNTY, WASHINGTON
IN THE MATTER OF ESTABLISHMENT )
OF 9"' AVENUE, 10'*H AVENUE AND BEIGE ROAD ) RESOLUTION -
COUNTY ENGINEER'S ROAD FILE NO. 2058 ) ESTABLYSHMENT
No Assessor's Tax Parcel Number Assigned - Public Roadways
. This being the day set for the hearing on Spokane County Engineer's Report on the proposed
establishment of 90' Avenue, lOth Avenue and Beige Road, proceedings for which were initiated by
- Preliminary Resolution No. 2-0558, and it appearing to the Board on proof duly made that Notice of
Hearing was published and posted in the manner and for the time required by law, and the Boaxd after
examining the report and maps of the Spokane County Engineer and all claims and papers on file and
after hearing all other evidence adduced at the hearing; and
IT FURTHER APPEARING that the rights of way have been dedicated as public roads, 50 feet
wide, and that said roads are a public necessity and the same should be opened and established as County .
roads.
THEREFORE BE IT RESOLVED by the Board of County Conunissioners of Spokane County,
Washington, that the hereinafter described roads as reported by the Spokane County Engineer on thdnd
day of July, 2002, being more particularly described as follows:
, 9' AVENUE - 50 foot wide right of way, from west line of Lot 2, Block 1(one foot strip) of
. Turtle Creek Second Addition east to and including cul-de-sac of Turtle Creek Third Addition.
lOTH AVENUE - 50 foot wide right of way, from the west line of Lot 23, Block 2(one foot
strip) of Turtle Creek Second Add.ition east to the west right of way line of Turtle Creek Lane of
Turtle Creek Third Addition.
BEIGE ROAD - 50 foot wide right of way, from the south right of way line of 8Ih Avenue south
to the north right of way line of 10' Avenue of Turtle Creek Third Addition.
Located in the Southeast Quarter (SE I/a) of Section 19, Township 25 North, Range 45 East,
W.M. of Turtle Creek First and Third Additions.
~ • ~
S P O K A N E C O U N T Y
r
DMSION OF ENGWEERING A1VD ROADS A DNISION OF THE PUBLIC WORKS DEPARTMENT
October 24, 2002 Washington Trust Bank
PO Box 2127
SpokanE, WA 99210
Attn: International Banking Department
RE: Letter of Credit No. 20540 - Turtle Creek 3rd Addn, (P I 753B)
Dear Sir or Madam:
Please be advised the Letter of Credit No. 20540 issued on November 9, 2001 by your
company to Dahm Development as warranty for installations of roads and associated
drainage facilities for the above mentioned plat in the remain.ing current amount of
$22,000.00 may now be released in fu11 effective immediately. The project roads ha.ve been established. This final release should close out the above referenced surety.
If you have any questions, please call me at (509) 477-3600.
Sincerely, .
John Hohman, PE
Development Services Engineer/Manager
cc: Dahm Development
File
1026 W. 8roadway Ave. 9 Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133
S P O K A N E C O U N T Y
DNISION OF EIVGINEERING AND KOADS A DIVISION OF THE PUBLIC WORKS DBPARTMENT
October 1, 2002
Mr. Rich Dahm Dahm Development, Inc.
12720 E. Nora, Suite E
Spokane, WA 99216-1197
RE: Letter of Credit No. 20540 - Turtle Creek 3`d Addn. (P1753 B)
Dear Mr. Dahxn, .
In response to your fax dated September 27, 2002 requesting the release of Letter of Credit No. 20540. Please be advised the project roads of Turtle Creek 3`d Addition were
established on July 2, 2002. The one-year warranty period starts after the project roads
have been established. Therefore, we cannot release of the warranty surety until July 2,
2003. Should you have any questions please call me at (509) 477-3600
Sincerely, -
~
John Hohman, PE
Development Services Engineer/Manager
Cc: File
1026 W. Broadway Ave. 9 Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) 9 TDD: (509) 477-7133
. r/
D'~C C,',~''~
k`~^VAµ:=~~.~~,- 1111
i ,
WashingtonTrust Bank
International Banking Department
IRREVOCABLE STANDBY
LETTER OF CREDIT NO. 20540
DATE: NOVEMBER 9, 2001
AMOUNT: $22,000.00
Spokane County Engineers
1026 W. Broadway Spokane, WA 99260-0170
Attn: John Hohman, P. E.
Gentlemen:
We hereby establish our Irrevocable Standby Letter of Credit No. 20540 in your favor for the
account of DAHM DEVELOPMENT, 12720 E. Nora Street, Suite E, Sp okane, WA 99216-
1197, up to the aggregate amount of TWENTY-TWO THOUSAND AND NO/100
Dollars ($22,000.00) U.S. currency, available by your draft(s) drawn at sight on us and
presented to Washington Trust Bank on or before NOVEMBER 9, 2002 or any extended date
covering P1753B Turtle Creek 3rd Addition and accompanied by the following:
1. A signed statement from the Spokane County Engineer's Office reading
exactly as follows: "I, the undersigned duly authorized representative of the
Spokane County Engineer's OfFice, hereby certify that the draft drawn under
this letter of credit represents the amount of money required to complete
corrective actions under the workmanship and materials warranty for the
roadway improvements including grading, gravel, paving, curbs, sidewalks,
storm drainage, drainage swales, monuments, street signs and/or other work
as is incidental and related thereto in accordance with the drawings and
specifications as submitted to and approved by the Spokane County
Engineer's Office. " '
2. The original of this Letter of Credit.
It is a condition of this Letter of Credit that it shall be automatically extended, without
amendment, for an additional period of one year from the pre sent expixation date or each future
expiration date, unless we have notified you in writing not less than thirty (30) days before such
expiration date, that we elect not to renew this Letter of Credit. All written notification shall be
sent via registered mail. All drafts presented under the credit must contain the clause "Drawn under Washington Trust
Bank Letter of Credit No. 20540" . •
Washington Trust Financial Center P. O. Box 2127, Sgokane, Washington 99210-2127 (509) 353-4109 Fax (509) 353-3905
Spokane County Engineers
Irrevocable Standby Letter of Credit No. 20540
November 9, 2001
Page Two of Two
Any and all banki.ng charges, other than those of the issuing bank, are for the account of the
beneficiary.
We hereby engage with the drawers and bona fide holders of drafts drawn under and in
compliance with the terms of this Letter of Credit that the drafts will be duly honored upon
presentation and delivery of documents, as specified, to Washington Trust Bank, International
Department, 717 W. Sprague Ave., lOth F1oor, P.O. Box 2127, Spokane, Washingtan 99210, on
or before NOVEMBER 9, 2002 or any extended date.
All drawings under this credit will be governed by the Uniform Customs & Practice for
Documentary Credits (1993 Revision) International Chamber of Commerce Publication No. 500.
Sincerely,
. 7~--
Renne R. Ditton
International Banking Officer
RRD/rr
. ~9-
S P O K A N E ~ C O U N T Y
DMSION OF ENGINEERING AND ROADS A DMSION OF THE PUBGIC WORKS DEPARTMENT
December 5, 2001
Washington Trust Bank
PO Box 2127
Spokane, WA 99210-2127
Attn: International Banking
RE: Letter of Credit # 20341 for Residential Construction of Turtle Creek 3`d Addn.
P1753B
Dear Sir or Madam:
Please be advised that the Letter of Credit # 20341 dated December 11, 2000 issued by
your company for Dahm Development, Inc. as surety for installations of roads and
associated drainage facilities for the above mentioned plat in the remaining current
amount of $220,000.00 may now be released in full effective immediately. A
replacement warranty security has been secured replaced the performance surety. This
final release should close out the above referenced letter of credit.
_ If you have any questions, please call me at (509) 477-3600. Sincerely,
~
,
John Hohman, PE
Development Services Engineer/Manager
cc: Dahm Development, Inc.
File 1026 W. Broadway Ave. o Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133
~S P O K A N E C O U N T Y
DMSION OF ENGINEERING AND ROADS A DNISION OF THE PUBLIC WORKS DEPARTMENT
November 9, 2001
Washington Trust Bank
PO Box 2127
Spokane, WA 99210-2127
Re: Acceptance of Construction of Turtle Creek 3rd Addition. Letter of Credit # 20341 - Dahm Dev. Inc.
Dear Sir or Madam:
Please be advised the improvements in the Turtle Creek 3~d Addition Plat have been
accepted. A warranty bond in the amount of $22,000.00 will be required to replace the
perfonnance instrument. The County Engineers will send an authorization letter to
release the performance bond immediately upon receipt of the warranty bond.
If you have any questions, feel free to call our office at (509) 477-3600.
Sincerely,
Ross E. Kelly, P.E.
Spokane County Engineer
John V. Hohrnan, P.E.
Development Services Engineer/Manager
Cc: Dahm Dev. Inc.
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 477-7655 (2nd F1oor) 477-7478 (3rd Floor) • TDD: (509) 477-7133
, ~
IIII VF
~EC D
Washington Trust Bank 2 2,1~
KqNF CoU ~
International Banking Department NT ~ ~N~'NFFR
IRREVOCABLE STANDBY
LETTER OF CREDIT NO. 20341
DATE: DECEMBER 11, 2000
AMOUNT: $220,0(}0.00
Spokane County Engineers
1026 W. Broadway
Spo-k-ane, WA 99260-0170
Attn: Ed Parry, P.E. Gentlemen:
We hereby establish our Irrevocable Standby Letter of Credit No. 20341 in your favor for the
account of DAHM DEVELOPMENT, INC., 12720 E. Nora Avenue, Suite E, Spokane, Wa
99216, up to the aggregate amount of TWO HUNDRED TWENTY THOUSAND AND NO/ 100 -
-------Dollars ($220,000.00) U.S. currency, available by your draft(s) drawn at sight on us and
presented to Washington Trust Bank on or before DECEMBER 11, 2001 or any extended date
covering P1753B - Turtle Creek 3rd Addition and accompanied by the following:
1. A signed statement from Spokane County Engineer's Office reading exactly
as follows:
"I, the undersigned duly authorized representative of Spokane County
Engineer's Office, hereby certify that the draft drawn under this Letter of
Credit represents the amount of money required to complete the installation
of roadway improvements including grading, gravel, paving, curbs,
sidewalks, storm drainage, drainage swales, monuments, street signs and/or
other work as is incidental and related thereto in accordance with the
drawings and specifications as submitted to and approved by the Spokane
County Engi.neer's Off'ice. "
2. The original of this Letter of Credit.
It is a condition of this Letter of Credit that it shall be automatically extended, without amendment,
for an additional period of one year from the present expiration date or each future expiration date,
unless we have notified you in writing not less than thirty (30) days before such expiration date,
that we elect not to renew this Letter of Credit. All written notification shall be sent via registered
mail.
All drafts presented under the credit must contain the clause "Drawn under Washington Trust Bank
Letter of Credit No. 20341".
Washington Trust Financial Center P. 0. Box 2127, Spokane, Washington 99210-2127 (509) 353-4109 Fax (509) 353-3905
1 •
Spokane County Engineers
Irrevocable Standby Letter of Credit No. 20341
December 11, 2000
Page Two of Two
Any and all banking charges, other than those of the issuing bank, are for the account of the
beneficiary.
We hereby engage with the drawers and bona fide holders of drafts drawn under and in compliance
with the terms of this Letter of Credit that the drafts will be duly honored upon presentation and
delivery of documents, as specif'ied, to Washington Trust Bank, International Department, 717 W.
Sprague Ave., lOth Floor, P.O. Box 2127, Spokane, Washington 9922M, on or beiore
DECEMBER 11, 2001 or any extended date.
All drawings under this credit will be governed by the Uniform Customs & Practice for
Documentary Credits (1993 Revision) International Chamber of Commerce Publication No. 500.
Sincerely, _
Renne R. Ditton
International Banking Officer
RRD: rr
Darin
From: Darin Moore [darinmoore@taylorengr.com]
Sent: Tuesday, December 12, 2000 10:11 AM
To: ' 'itl E.'I
Subject: Important Turtle Creek 3rd Documents
Good morning Bill,
Ricn Dahm stopped by this morning to drop off the Letter of Credit and the check for the signal
upgrade at Barker and Appleway. These are two very important documents and I would like to
see them delivered to you personally. Please advise me of a time that you will be in so that we
can bring them down to you.
I believe that these are the last items the Engineering Department needs prior to plat sign off.
Thank you, 1„
Darin Moore~~ ~
TEI
R' • OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
TO: BILL HENIlMINGS FROM: DAVE BERTO
DATE: January 9, 2001
SUBJECT: BOND ITEMS P1753B TURTLE CREEK 3R" ADD
The bond for the above-mentioned project is for the following
items:
1) All the items on the approved road and drainage plans.
2) Escrow Agreement has been completed per Steve Stairs.
,C
~
Washington Trust Bank
~FCE~V .
ED
°fCos
November 30, 2000 Sp(~x ?O~~
ANE COUNTY ENG1I1E
ER
Bill Johns, P.E.
Spokane County Engineer
1026 W. Broadway Avenue
Spokane, WA 99260-0170
Subject: New Set-A-Side Letter
Developer/Borrower: Dahm Development, Inc.
Loan No.: #300026-7290
Spokane Engineers Project File #P-1753B
Funds in the amount of $220,000.00 are being hcld in a special non-interest bearing account in the name of
DAHM DEVELOPMENT, INC. et ux, for the purpose of assuring completion of installation of roadway
surfacing, including grading and gravel, storm drainage and monuments in TURTLE CREEK 3RD, in
accordance with the drawings and specifications as submitted to and approved by the County of Spokane
Engineer's Office on the 25th day of October, 2000. No funds will be disbursed from this account without
written authorization of the Spokane County Engineer. This set aside of funds will not be revoked without the
consent of the County Engineer. In the event that the completion and acceptance of the above-named improvements for maintenancc by thc County
of Spokane are not accomplished within a period of one year from the date of this agreement, all funds remaining
in the account will be forfeited to the County of Spokane upon written request by the Spokane County Engineer's
Office to Washington Trust Bank.
It is understood and agreed that upon the forfeiture of the funds to the County of Spokane, that the County of
Spokane will thcn undcrtake complclion of the subdivision to be accomplished within twelve (12) months from the
date of forfeiture of funds. It is further understood and agreed that in the event of any shortage of funds to
complete improvements, the County of Spokane may have recourse against DAHM DEVELOPMENT, INC.
named above.
It is specifically understood and agre,ed by the parties, that in holding funds for this development, Washington
Trust Bank is not serving as guarantor for any additional costs incurred by the County of Spokane in the
completion and acceptance of the above-named improvements.
~
i
ACCEPTED AND APPROVED THIS 4TH day of DECEMBER , 2000.
. MORTGAGE COMPANY: WASHINGTON TRUST BANK
Builder Services
Address: P. O. Box 2127
City State Zip: Spokane, WA 99210-2127
Phone: 353-4850
&Cm
By: ,~nw;.e )V1, Vice President Constance M. Bischoff
DEVELOPER/BORROWER: DAHM DEVELOPMENT, INC.
Address: 12720 E. Nora, Suite E
City Statc Zip: Spokane, Washington 99216-1197
Phone: q(5qk)`9)8-5777
I
B Y:
T. Dahm, President
OFFICE OF THE
SPOKANE COUNTY ENGINEER:
By:
Errgineer's Office - Please return a signed copy of this letter to:
Washington Trust Bank
Builder Services - IOth Floor
P. D. Box 212 7
Spokane, Washington 99210
Attn.: Judy Brose
~
~ To (Bank or Trust Company) WASHINGTON TRUST BANK
SPOKANE - WASHINGTON ~ ESCROW AGREEMENT
Branch Escrow Account Number
MAIN BR:_kNCA 565708
Address Contract Number
717 WEST SPRAGUE
SPOKANE, WA 99201 PE-17~3B
Spokane County hereinafter referred to as the Agency, has directed the undersigned, Dahm
Development, hereinafter referred to as t approval for a development
known as Turtle Creek - P E-1753B) to deliver to you a
warrant or check which shal nt or check is to be held and
,
disposed of by you in acco n the terms and conditions
hereinafter set forth. ~
~
Instructions
1. The Developer shall deli it of ten thousand dollars
($10,000.00) payable to by the Agency to endorse
any such check or warran and invest the same. The
power of endorsement hei ' ed a power coupled with
an interest and shall be ir ugh you may be a payee
named in such warrant or ~ and responsibilities with
respect to the same shall a depository bank would
have pursuant to Article 4 1 Washington for an item
deposited with it for colle _..u..~ ~ ectc or warrant shall be delivered to you. The
proceeds from collections shall be used by you to purchase, as directed by the Developer, bonds or
other securities chosen by the Developer and approved by you, and the Agency. For the purpose of
each such purchase, you may follow the last written direction received by you from the Developer,
provided such direction otherwise conforms with the restrictions on investments recited herein.
Attached is a list of such bonds, or other securities approved by the Agency. No further approval is
necessary if any of these bonds or securities are selected by the Developer, subject to express
written approval cf you and the Agency. Purchase of such bonds ar other securities shall be in a form
which shall allow you alone to reconvert such bonds or other securities into money if you are
required to do so by the Agency as provided in paragraph 4 of this Escrow Agreement.
The investments selected by the Developer, approved by the Agency and purchased by you must
mature on or prior to the date set for the completion of the contract, including extensions thereof or
thirty-five (35) days following receipt of written notice by the Agency as provided in paragraph 4 of
this Escrow Agreement.
2. When and as interest on the securities held by you pursuant to this agreement accrues and is paid,
you shall collect such interest and forward it to the Developer at its address designated below unless
with your written consent you are otherwise directed in writing by the Developer. Page 1 of 4
Ot
~
~ 3. You are not authorized to deliver to the Developer all or any part of the securities held by you
pursuant to this agreement (or any monies derived f~om the sale of such securities, or the
negotiation of the Deve%pers warrant or cheock) except in accordance with written instructions from
the Agency. The Agency shall inform you and keep you informed in writing of the name of the person
or persons with authority to give you such written instructions. Compliance with such instructions
shall relieve you of any further liability related thereto. The estimated completion date on the
contract underlying this Escrow Agreement is December 31, 2008. Upon request by you, the Agency
shall advise you in writing of any change in the estimated completion date. If the estimated
completion date is changed you are authorized to reinvest the monies held hereunder in accordance
with the new estimated completion date.
4. In the event the Agency orders you to do so in writing, and not withstanding any other provisions of
this agreement, you shall, within thirty-five (35) days of receipt of such order, reconvert into money
the securities held by you pursuant to this agreement and forward such money to the Agency. Any
other monies, includes accrued interest on said securities, held by you hereunder, shall be delivered
to the Developer.
5. The Developer agrees to pay you as compensation for your services hereunder as follows:
~ ~
Payment of all fees shall be the sole responsibility of the Developer and shall not be deducted from
any property placed with you pursuant to this agreement until and unless the Agency directs the .
release to the Developer of the securities and monies held hereunder whereupon you shall be
granted a first lien upon such property released and shall be entitled to reimburse yourself from such
property for the entire amount of your fees and any unanticipated amounts which might be owing as
provided for herein. In the event that you are made a party to any litigation with respect to the
property held by you hereunder, or in the event that the conditions of this escrow are not promptly
fulfilled or that you are inquired to render any services not provided for in these instructions, or that
there is any assignment of the interests of this escrow or any modification hereof, you shall be
entitled to reasonable compensation for such extraordinary services from the Developer and
reimbursement from the Developer for all costs and expenses, including attorney fees occasioned by
such default, delay, controversy or litigation.
6. Should you at any time and for any reason desire to be relieved of your obligations as escrow holder
hereunder, you shall give written notice to the Agency and Developer. The Agency and Developer
shall, within twenty (20) days of the receipt of such notice, jointly appoint a successor escrow holder
and instruct you to deliver all securities and funds held hereunder to said successor. If you are not
notified of the appointment of the successor escrow holder within twenty (20) days, you may return
the subject matter hereof to the Agency and upon so doing, it absolves you from all further charges
and obligations in connection with this escrow.
7. This agreement shall not be binding until exetuted by you, the Developer, and accepted by the
Agency.
Page 2 of 4
n. ~
8. This instrument contains the entire agreement between you, the Developer and the Agency with
respect to this escrow and you are not a party to nor bound by any instrument or agreement other
than this; you shall not be required to take notice of any default or any other matter, nor be bound
by nor required to give notice or demand, nor required to take any action whatever except as herein
expressly provided; you shall not be liable for any loss or damage not caused by your own negligence
or willful misconduct.
9. The foregoing provisions shall be binding upon the assigns, successors, personal representatives and
heirs of the parties hereto.
The undersigned have read and hereby approve the instructions as given above governing the
administration of this escrow and do hereby execute this agreement this 2at j-► day of
DECEMBER ~2000 ,
1 '
WASHINGTON TRUST BANK
~ Developer ' Bank or Trust Company
CD 565708
Title Escrow Account Number
~
/d2
~o xl'o r 4,
,
Address ' Authorized gnature
TAMT FERGUSON - AVP
Sjpo )<a y\ie
CiW, State, Zip Code
The above scrow agreement re eived and accepted by Bank or Trust Company, this day of _ ~ ~/l~l ~
Spokane County
. rldamA. Age
hns, , Co2~ giAe€r
This escrow agreement accepted this ~day of JA ►J tAA Ry
Page 3 of 4
u
.
•
List of Type of Bonds or Securities
that are approved by the Spokane County
Please indicate which type of Bonds or Securities that have been selected by checking the
appropriate number below.
1. ❑ Bills, certificates, notes or bonds of the United States.
2. ❑ Other obligations of the United States or its agencies.
3. ❑ Obligations of any corporation wholly-owned by the government of the United States.
4. ❑ Indebtedness of the Federal National Mortgage Association.
5. ~Time deposits in Commercial Banks, Mutual Savings Banks or Savings and Loan Associations.
6. ❑ Interest Bearing Accounts
When an election is made to deposit amounts reserved in an interest bearing account in a bank, mutual
savings bank, or savings and loan association, the developer is to select an institution. Any bank selected
must be a qualified public depository under RCW 39.58.010.
Deposits in an interest bearing account are to be in the name of the Spokane County and are not to be
allowed to be withdrawn without the County's written authorization. The amounts deposited are not to be
subject to withdrawal until after final acceptance of said improvement or work as completed, or until
agreed to by both parties.
Interest earned on deposits is to be paid to the developer as said interest becomes payable under the
terms of the deposit. The account is to be appropriately noted by the bank, savings bank, or savings and
loan association to enable that institution to report interest payments made to the developer to the
Internal Revenue Service in the proper format.
In no event shall Spokane County approve investments in stock of any company, association or
corporation. In all cases, the investments selected must mature on or prior to the date set for completion
of the contract, including extensions thereof.
Page4of4
01/02/2001 16:50 FAX 509 328 8224 Taylor En8lneering Inc 0001
_ [S699 ON XuiY3,l LT :E'C __.y YaOZiZaiT4
DOMIAPMZNr, INC. '
IV.0.0 E86c raam sidte ]a
- spokane, aTasls;ngton 99aIL8.1197
Wephme t5M 928-5777 ' • Fax (509) 936-4690 '
VI,A FL 509/477-7655 '
Uecembet 29, 2000
' PosW Fax Note 7671 lvate f7 Do Wage,10' 19 1
Spokane County To 5/,4 From ~~ra fijMjd-
Division of F.agineeriua:g and Roads co,oaP1,5M. CaunrT-1-t C~°- *kt-
1026 W. Broadway AyMuC . Phom ~ Ptm"H 0 328 .:53? I
Sgokane, WA 99260-0170 ftx# _ 'r~ I ~iw t . Attention: Steve Staits, E.I.T_ :
Re: EsGroar Agrecment for Signal Upgxade at Appleway/Barker Intersection
Turtle Caeek - Phase iTI - PE-1753B
Dear Steve: .
Please find enclosed herewith the Originai Escrow A„grreement in regards to the
abow referenced matter. Said Agreement has beeu signned by both Rich Dahm and
WasbWgt,vm 'frust bank. Piease forwara a fully ex,acuted copy upon $n+al
acceptance by the Couuty Engmeer.
" Sincerely,
, Sandy Butler,
' Office Adminib-trator/Mff.
F.ncl.
ZOOfB 'DIII 'TWjWoTaaeG WPq 088t9Z660S YV3 6T=VT t0/ZO/TO
JAN-02-2081 16:51 509 328 R~:~4 93% P.01
01/02 ' /2001 16:50 FAX 509 328 8224 Taylor Enlineering Inr 10002
~
_ 15689 ON, X)I/YZ] LT :CY 1r.1 T80Z/ZO/YO
. , '
ilece
, Z8ft
S F t7 YC A N E C O Urq T Y rr
DIViSLON OF II1GDJsRRING wrto Ral►OS w vrrMoN or THs FUDUc woM MPARTUMr
tiVUism A. jo2uis. P B.. Cavzkty Fs%inax •
December 20. 2000
Rfch Dahm .
Dahm bevetopment, Inc.
12720 E. Nora Ave_
Suite F
Spokane, WA 99216-1197
Re- Escrow Agreement for S3gna1 Upgrade at ApptewaylBarker Intersection
pear Rich,
Ptease find the endosed escrow agreement end your check #S68D, whiah was
submitted on December 12°'. tJnfortunatetyt I was not been entirely clear in my previous
correspondence and didret prov3de the necessary docelments. ,
Ptease review the agreement, sign and tgke it to a financial insUtution ot your choioe to
estabiish the escrow account with a deposit for the $10.000 required in the conditions of
approval for Turtle Cmek ThE agreemeM provides detelied instructions for the fnancial
' institution and yourself and lists severat options for irivestment +nstrumer~ts that~may be
purchased during the peiiod of the emow.
Ohce the escrow agr+eement has been signqd by bath the finanqai instttution artd
yourSe1f and the esccow funded, please retutn the Qriginal, sigMd oopy to me for final
acceptance by the County Engiruaer.
1f yau should have any quesaons. please dvnl hesitate to give me a caA at 477 7492_
Yours tre~ly,
Wiltiam A. Johns, P.E. County Engineer
. .`.s f.0^..r- 15441''''3
Steve Stairs, E. i.T.
Transportation Engineer
ioab w ptwwmnr Are- - spoxQm.e, ww 9926o-oi70 • CiM 477-36+oo FAc: (509) 477a655 (gnd Ylaor) 477-7478 f,ard F1aor) - Ivv; mg) 07a133
• ~nT
JAN-02 '~~[$OTaAaQ OiqBQ 068f9Z860S Y~'d :tj ~
-20C1 16~52 509 32$ 8224 94i P.02
01/02/2001 16:51 FAX 509 328 8224 Taylor EaglAeerin8 Inc 0403
e C -
(5689 ON YH/XZI LT :£Y . TOQZ/ZO/TO
To (Bank or Trust Cosnpar'Y)
WASElINGTOA] TRUST SANK
SPOKANE -WASE3INGTON ESCRUIN AGREEMENT
&Wx4~r
sranch Escraw Accavnt Nutrl6er
MAYN BR~?~CA 565708
Address Carieact Number
717 WEST SPRAGUE pE--1733B
SPOKANN, 47A 99201
. . ~ Spokane County hereinaft,er rePerned bo as the Agency, has dirt~cCed the undersigneC, Dahm
Devetopxnent, hexeinafter refdrred t+a as the Devetoper, as a mndition ot approval for a development
known as Turtle Creefc - Phase III (Spokane Gounty Pianning file number PE-17536) t,o aeitrer to you a
wacrartt or check whic-h shall be payabfe to you far the Agenc_yy. Such vuarrant or check is to be held and
disposed of by you in accordance w{th the fellawing Instructions and upon the terms and oondf0ans
hereinafber set forth.
instrudions
1. The Developer shall ddiver ta you a check or worrant in the amount of ten thousand dallars
($10,000.00) pay~able to yvu for tfie Agenxy. You are hereby authorizel by the Agency to endorse
arry such chedc or warraMr so that you may reoeive the Rroaaeds thereop and invest the same. The
power of endvrsement hereby granted tio you by the Agency shatl be deerned a verrer cbupied wO
an intergst and shall be irrevombie during the fiemn ort this escrow. Althvugh you nrdy be a payee
named in such warrant or check as sha(I be de(iver+ed oo you,, your duties and respons+bilities with
respect eo the sacna sha11 be only those dubies and tespomZiilities which a depository bank wrould
have pursuant to Articte 4 ot the unifbrm Commercial Code of the SEift of Washingt'on for an item
deposW wittt +t fot cdlaKtion as nf the datie suth c.hedc or warrant shatl be delivered to you. The
prooeees ftm aoitecttons shati be used bY you bo purdtase, as aTrected by the oevefoper, bonds or
ethet seCtttities dto5en by the Oevelnper and aAProved b'Y You, and the Agency. For the purpose of
each such perrchase„ you may failow the last wrftt+en dimLton reoetved by you frorn the Devefoper,
provided such direttton otherwfse wnfvmis wft the, restrictions on icrvestments recited hereln.
Atttficd is a list af such tsottds, or oEher sewr1l:ies approved by the Agency. No further approval is
neces5ary iF any of tttese bottts ot securrties are 5elec6ed by the Developtr, subject to exprexs
wMen apptoml of yov and the Agency. vundtase of sudt bonds or afher 9ecurffles shall be in a foim
whkh shalt albw yeu alarre to reoanveffi such bonds or atfier securttbes Into meney tf you are
r+eqWred to do so by the Agency as provlded in paragraph 4 of tfiis E9crow Agreement.
l'1ne inve5tments sel~ed by the DeveioPer,, aPAroved bY the Agency and purdhasec! by yvu mUst
mawre on or prior to Che date sa for the conpietian af d1e eontraM tnduda'ng e)ctensions thecmt or
thlrty~ (35) days foffawing rsaefpt of written naHoe by tfite Agency as pcovided In patagraph 4 of
this Estrow AgreemenL
2. When and as 1nt,erest on the seauritiez held by you puusuant bo #ris agrftment aocrues and ts paid,
you shali coltect surh interest and furward it m the Devetaper at t!5 addmss designafied below unkss
wb yvur v+m6een taonsent you are othuwise dlt+e*ed In writing by the Developet.
Page 1 ef 4
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JAN-02-2001 16=52 509 328 8224 93% P.03
01/02/2001 18:51 FAX 509 328 8224 Taylor Englneering Inc 0004
.
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. I5689 ON Ya/YZ] LT =ET ~..,L TOoaiZOirO
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3. you are not authorized to delrver tO thu DevebW all or arry part of Lhe seceufUes hetd by Yau
pursuant to this agreement (or any fmwles derAeG lham gfte sale of sxah seauurftles, or Ms
17e9aa'aton of dre DLv&bpe,rs warrarr asr dmck) mooept m acrardance wtrh wn'tten insMxbons frar
the Agency. The Agectc~l shall infbmt Wu and keep you Wormed in writing of the rtame ot the person .
or persons with authority to gtv+e you such writben insbuctions. Comptlanae with such [nstrudions
shafl relieve you of any further liabiTity reSated therem• 'ihe esLimaWd completian date vn the
cnntact underWng this Fsaew Agr+eemant Is December 31, 200. Upon request by ycw the Agertn+
shs{l advise you in writing af eny chenge in tfie esdmabed completian dabe. Yf ttte esdmated
cornpleaon dat+e is changed you are authorized tio reinvest the monles hetd hereunder in acoordartce
wrth the new estimated compbedon date.
4. in tlhe event the Agency orders you tio do so ln wrifing, and rtot withst+nding any otlter provisions af
this agTeement you shatl. within Wrty-five (35) days of ce.oeipt ot` such order, reomvert into mvney
the securities held by you pursvant Lo this agreemerrt and fonaard such money to tlhe Agency. Any
vther rrovnW, Includes aaaued inbenest on sa;d sea,rities, hdd by you hereunder, shall be delivered
bv the Develnper.
5. '1The Deve[oper agree.s tn pay you as compensation for your services hereunder as rtoliows:
~
Paymerrt of atl fiees shatl be the sofe nwportisitn'iity of tfie R"oper and shalf not tre deduded from
arry property piated with you pursvant tD tfiis egreement urriil and uniess the Agency dtreets the
r+elease tiu the aeve#oper af the securities and monles heid hemunder whereupon you sriail be
granftQ a first ren upon such proPerty released am1 sirdll be entitled bo reimburse yourself from sudh
prroperty for the entinne amaunt vf your tlees and eny unanticipat;ed amourrts which might be awfng as
providod for herein. In the event that you are rrade a party to any litkjation wittt respect bo die
property held by you hereunder, or in ft event that the oondrdons of th1s esww are not promptty
futfifled ot t?iat you are irrquired tv render any servioes Rot provtded for tn these insbvctions, or that
there is any assignment of the inberests of this ewm or any modificaMon heredf, you shall be
eeUded to rea,9onable oompensatton for such exh'aordinary servites ftm the Oevefoper ertd
nelmbursement from the Qevelopef for all costs and expenses, induding attomey iees otcas+arted by
surh default~ delay, corttroversy or atlgabon.
6. Shoutd you at any tirne and fior any neason destre to be relievea of your obtigatioRs as esaaw hotder
heneunder, you shatl gtve wrften notloe to the Aqency and Developer. The Agertcy and Dewetoner
sha11, witfiin tvventy (ZO) days vf the reoeipt ef such notioe, iOndy appcint a stx+amor esaow haider
and instruct you to deliVer a11 socurffles and funds held herevnder Lo said sucoessor. If you are not
nvtffled of the appointrnm of dte s+uacessor escrvw hofder wrthin twentY (20) daYs, you maY reWrn
Oe subject matter hereo!'to the Agency and upon so doing, R absohres you frwn att rtvrthec charges
and Oligations in cannedion wRfi this escrow.
7. This ,agreement shall ttot be binding unUl exea,c0ed bY you, the [?evefaper, and acceptp-d by the
AoencY•
Page z ol a
SOO(A •aai '1QatadoTaeaQ mqsQ 069r9Z680S %y3 09~11 jpiZO/To
JAN-02-2001 16:53 509 328 8224 93%, P.04
01/02/2001 16:52 FAX 509 328 8224 Taylor Enaineering Inc 10005
[S689 O~i %2i/yZ] LT ~EY .---.L TaOZ/Z0/TO
~ . . .
I.ist crf 1ype of svnds os Securmes
that are approved by the Spokane oountY
Please indtcafia which tYPe of Bonds or 5ewcities thaL have been setected by cheddng the
appropriate number below. .
1. Cl 8ttls, oerttficatiesr noties or bonds af the UnW Swt@&
2. 0 Odher obtigations of the Unted SWtEs er fts agerecies.
3, C3 Obfigations of erry corRoraffion whotly-vwned eY the gavemment of the United States.
4. 1:1 Indebtedness of the federat Nabional MorUgase AsSodation• .
S, Q Time deposhs in CArnmercisl &3nks, Muttlal Satvings Banks or Sa+ings and 1,oan Assoaations-
6. 0 inber&st Bearing Acounts
When an eiecfion is made to deposit amourrts reseTVed in an tnterest beartn9 aoc°unt in a~~ mutial
sav;rtgs bank4 or savings and taan as9oc;iation, tt~e dgveloper is to select an tnstitutlon. Ac~Y selecW
musC be a quatrfied pubiic depOSftry under RCN 39.58.010.
peposits tn an intersst b"ring aomunt are Lo be ln the narrle of the Spokane CDuntY and are rtct to be
aitowed to be withdrawn without the Cvunty's wrttten authflrfration. The amounts deposRW ere not bD be
subject tn withdrawat unUt afber fnal aaceptanrre of said imPrvvement ar work as cornpleted, or Umb1
agreed bo by bod'1 Parqes.
as said imerest beoomes PaYab~e emder the
Inberest earned an depos~ is tA be paid bD the ~O by the bank, savin9s l~ank, or savings and
terms af the depos~t. Yhe aoonunt is ~ be approPriat~tY noted ents made ~o the deNel~oper to the
toan assodation to enable that instion ~o ~ ir~ber~st paYm
Intemal Rjevenue serv+oe in the proPet format
in sLvcK of arry oQmpahy, a=oQation or
Ic► no evo+L shail Spokane GottntY aPPro~e irvesbnents
ooqoration. In a11 case% the tnvestftrrts setected must rrk-ftre on or prlor tio the date set for uomPIetian
af the aontraM lnduding actensions tiere0f.
page 4of a
•~uI"slaamdoTadaQ MQ 068t9t6609 gvd OZ:VT to/ZoiTA
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JAN-02-2001 16:53 509 328 8224 93% P.05
01/42/2001 16:$2 FAX $08 328 8224 Taz1or Ensineering IAC f~DU~
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8. wis iRsvLlmeT'It mrlta1ns Lhe 'endm agreh'lertt bC1vmn yme the DeveIWr a'Id the NXVC1 With -
respect bo t'his escrc,w and ym are not a pafty to~at bound by ~iny IrSbWent Or agreffnerit a:her
than ttis; yvu shal[ nok be required ko take nvUce of anY deault or any odw rnatw, nor be bmund
nor required to talae any action whatr-ver exoaA as beleill -
by nor raquired to 97ive ruotice or de~r~rid{
eacpressly pmvided; you ftis not be 1iab1e for any fass or damage Evat oausad #y yaur own neg11germ
Qe witiful rnismnduct.
- 9. lhe ForegvIn9 Rrovsavns shaU be bindin3 upon the assigns,,sucr=ois, Pemnal rep and
11eim of 4~ par~o ~ema.
The undersIgned tave read and 1ere1~t aPpro~ve die insTucGior~s sis g"m~rr above govexrdng tho-
adrWnLsbat$on vf #hSs e5trow ard eo hemby ewute this agremment#bis , 7.8th - &Y of
wAs~XNGTa19 TRUsT DRrtK
CD 565708
. TLtie _ es+bw A=wwnt Nuniber
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This escmw a9reemert, aacepted th-Ls. day of . _ ~ •
page 3 am
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innfm 'jul -a.uvMaojaaa(j Oned 068~~~~~09 YV,3 DZ=6T MIZO/T~
JAN-02-2001 i6j53 509 328 8224 93%, P. 06
FAX COVER SHEET
..r
Sl .ANE COUNTY ENGINEER'S OFFIk-
1026 W. Broadway Avenue, Spokane, WA 99260 Phone: (509) 477-3600
Second Floor Fax # (509) 477-7655
DATE: V. OO
FAX #3o2p- foV V
.
TO: *C?Oe4~r-"f .
.
COMPANY:
CITY/STATE:
Number of Pages (including cover sheet): Z
'All 1~010""d'&*'.o
FROM:
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MESSAGE:
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PROJECT: Turtle Creek - 3rd Addition (P-17536) NAME dmlgn DATE 31-Oct-00
DRAINAGE ITEMS UNITS QUANTITY PRICE COST
1) Drywell - Type A EA 1350.00 0.00
2) Orywell - Type B EA 8 2000.00 16000.00
3) Backflll For Orywell CY 17.25 0.00
4) Catch Basin - Type 1 EA 600.00 0.00
5) Storm Drain Manhole - CB Type 2 EA 1500.00 0.00
8) Concrete Inlet EA 500.00 0.00
7) Frame & Grate - Type 1 EA 250.00 0.00
8) Frams & Grate - Type 2(Thru-Curb) EA 350.00 0.00
9) Frame & Grate - Type 4(Round) EA 8 260.00 2000.00
10) Frame & Grate - Type 5(Rolled Curb) ~ EA 300.00 0.00
11) Curb Inlet • Type 1 EA 8 160.00 1200.00
12) Thru Sidewalk Inlet - Type 2 EA 600.00 0.00
14) S.D. Pipe 12" Dia. LF 20.00 0.00
NON STANDARD DRAINAGE ITEMS
1 e) '208' Swele Rough Excavation CY 170 10.00 1700.00
1 b) Ditch Excavetion (Off-Site Pethwey) CY 167 10.00 1870.00
2) '208' Swale Finish Grade & Topsoil CY 20.00 0.00
3) Irrigation LS 1 0.00
4) Sod SF 0.70 0.00
5a) Hydroseed '208' Swales SF 0.067 0.00
6b) Hydroseed Shoulders - Berker (Off-Ske Pathwey) SY 3000 0.60 1600.00 `
6) Temporery Erosion Control LS 1 1600.00 1500.00
DRAINAGE SUBTOTAL 25570.00
ROAD ITEMS
1 a) Excavate Roadways (1' prism) CY 10.00 0.00
1 b) Cleer & Grede Pethway CY 388 10.00 3880.00
2a) Top Course - 8" (Public Streets Only) CY 1723 30.00 51690.00
2b) Top Course - 4" (Off-Site Pathwey) CY 388 30.00 11640.00
3) Base Course CY 25.00 0.00
4e) Asphalt Concrete - 2" (Public Streets Only) SY 7718 4.50 34722.00
4b) Aaphelt Concrete - 2" (Off-Stte Pathway) SY 3531 6.75 23834.25
5) Curb - Type A LF 7.00 0.00
6) Curb - Type B LF 7.50 0.00
7) Curb - Type R(Pubfic Straets Only) LF 4226 8.00 33800.00
8) Sidewalk SY 20.00 0.00
NON-STANDARD ROAD ITEMS
1) Saw Cut Pevement @ 9th,10th,& Beige Road Ends LF 70 2.50 176.00
2) Planing Pavement SY 2.50 0.00
3) Remove Existing Pavement & Sidewalk SY 5.00 0.00
4) Remove Existing Curb LF 3.00 0.00
5) Relocate Mailboxes & Signs (Off-Site Pathway) EA 23 50.00 1150.00
8) Adjust Misc. Utility Lids EA 200.00 0.00
71 Mobilization & Contingency C~ 536 Construction Cost LS 1 9500.00 9600.00
8) Construction Engineering STA 600.00 0.00
9) Design Engineering @ 1696 Construction Cost LS 1 0.00
OTHER ROAD ITEMS
1) Monuments (Publlc Streets Only) EA • 6 200.00 1000.00
2) Barricade LF 35.00
3) Straet Signs EA 5 90.00 460.00
4) Striping LF 0.50 0.00
6) Temporo►y Treffic Control - Berker (Off-Site Pethway) LS 1 2600.00 2500.00
ROAD SUBTOTAL 174341.25
CONSTRUCTION TOTAL 199911.25
BOND AMOUNT@110% & ROUNDED $220_0n0_00
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Civil Design and Land Plarlning Princ;pals:
Perry M. Taylor, P.E.
Stanley R. Strrling
MarkA. Arnnson, P.E.
October 24, 2000 FIECEIVED David C. Larsen, P.E.
Associaces:
0 C T 2 5 2000 Sc°nM. Busa`', PE.
Mr. Bill Hemmings, P.E. Frank R. /de, AsrA
Spokane County Public Works Ro,wld G. Pace, PE.
SP`~r~.~,~aE;;vu►~1"Y ENGINEEA
Division of Engineering and Roads
Chief Financial Officer:
W. 1026 Broadway Edwin G. Wagnild
Spokane, WA 99260
RE: Turtle Creek Third Addition
Bond Quantity and Cost Estimate
Dear Mr. Hemmings: Attached is the construction cost estimate that we have prepared for Turtle Creek Third
Addition. These quantities are based on the road and drainage plans submitted to your office on
10/24/00. The item descriptions and unit costs are based on the figures submitted to you earlier
this year for Turtle Creek South, Phase I.
Note that Murphy Brothers has already completed the earthwork required to bring the roadways
to within 6" of subgrade. Therefore, this cost has not been included in the attached estimate.
Also, Dahm Development plans to construct this project in two phases, per the attached drawing.
Our estimates-have been separated accordingly.
Please utilize this information in assigning a bond amount to this project. Feel free to call our
office if you have any questions or need any additional information for this project.
Sincerely,
TAYLOR ENGINEERING, INC.
, ~,>A2o--J -
Darin Moore, P.E.
Proj ect Engineer
Cc: Rich Dahm
106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371
FAX (509) 328-8224 / E-MAIL mailroom@taylorengr.com
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Bond Summary '
Turtle Creek Third Addition - ~
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qh se t - Ti171tle Lr,cek~L~A,ncop
Taylor Engineering, Inc. October 24, 2000
NO. OR QUANTITY
DESCWPTION LENGTH DEPTH WIDTH AREA/VOL UN1T $/UNIT SUB-TOT TOTAL
DRA[NAGE ITEMS ~
STORM DRAIN MH 0 N/A N/A 0 EA 1500 $ -
12" PVC PIPE 39 N/A N/A 39 LF 18.00 $ 702
DITCH AND POND EX. 1350 1 N/A 50 CY 7.50 $ 375
SEED 1350 N/A N/A 1350 SF 0.03 $ 41
1 TOTAL: $ 1,1181
NON STANDA.RD DRAINACE ~
CURB INLET TYPE 1 1 N/A N/A 1 EA 150.00 $ 150
1 TOTAL: $ 1501
OTHER ITEMS ~
MONUMENTS 5 N/A N/A 5 EA 150.00 $ 750
STREET SIGNS 1 N/A N/A l EA 75.00 $ 75
1 TOTAL: $ 8251
IGRA.DLNG, SURFACING, CURB AND SIDEWALK ~
TOP COURSE 1065 0.67 24 1199 TON 15.00 $ 17,981
ASPHALT CLASS B(2") 1065 0.1666667 24 330 TON 35.00 $ 11,555
CURB T'YPE R 1883 N/A N/A 1883 LF 8.00 $ 15,064
TOTAL: $ 44,601 ~
NON-STANDARD ROAD ITEMS ~
N/A
~ TOTAL: $ - ~
*Does not include tax or contingency
TOTAL CONSTRUCTION*: $ 469693 ~
Bond Summary
Turtle Creek Third Addition
IiiY se - eig'~R ad'!~.;
Taylor Engineering, Inc.
October 24, 2000
NO.OR QUANTITY
DESCRIPTION LENGTH DEPTH WIDTH AREA/VOL UNIT $/UNIT SUB-TOT TOTAL
DRAINACE ITEMS ~
STORM DRAIN MH 0 N/A N/A 0 EA 1500 $ -
DITCH AND POND EX. 0 I N/A 0 CY 7.50 S -
SEED 0 N/A N/A 0 SF 0.03 $ -
TOTAL: $ - ~
INON STANDARD DRAINAGE
CURB INLET TYPE 1 0 N/A N/A 0 EA 150.00 $ -
~ TOTAL: $ - ~
OTHER ITE117S ~
MONUMENTS 0 N/A N/A 0 EA 150.00 $ -
$TREET SIGNS 0 N/A N/A 0 EA 75.00 $ -
~ TOTAL: $ - ~
GRADING, SURFACING, CURB AND SIDEWALK ~
TOP COURSE 150 0.67 32 225 TON 15.00 $ 3,377
ASPHALT CLASS B(2") 150 0.1666667 32 62 TON 35.00 $ 2,170
CURB TYPE R 300 N/A N/A 300 LF 8.00 $ 2,400
TOTAL: $ 7,947 ~
INON-STANDARD ROAD iTEMS I
N/A
I TOTAL: $ - ~
*Does not include tax or contingency
TOTAL CONSTRUCTION*: $ 7,947
. .
• .
Bond Summary
Turtle Creek Third Addition
~Phns - POth Auernue Taylor Engineering, Inc.
October 24, 2000
NO.OR QUANTITY DESCRIPTION LENGTH DEPTH W1DTH AREA/VOL UNIT $/UNIT SUB-TOT TOTAL
DRAINAGE 11 EMS ~
STORM DRATN MH 1 N/A N/A 1 EA 1500 $ 1,500
D1TCH AND POND EX. 800 1 N/A 30 CY • 7.50 $ 222
SEED 800 N/A N/A 800 SF 0.03 $ 24
~ TOTAL: $ 1,7461
INON STANDARD DRAINAGE ~
CURB INLET TYPE 1 1 N/A N/A l EA 150.00 $ 150
~ TOTAL: $ 1501
IOTHER ITEMS ~
MONUMENTS 2 N/A N/A 2 EA 150.00 $ 300 -
STREET SIGNS 2 N/A N/A 2 EA 75.00 $ 150
~ TOTAL: $ 450 ~
IGRADING, SURFACING, CURB AND SIDEWALK ~
TOP COURSE 580 0.67 32 870 TON 15.00 $ 13,057
ASPHALT CLASS B(2") 580 0.1666667 32 240 TON 35.00 $ 8,391
CURB TYPE R 1160 N/A N/A 1160 LF 8.00 $ 9,280
OFF-SITE ACA PATHWAY 3973 0.1666667 8 411 TON 35.00 $14,369
TOTAL: $ 45,097 ~
NON-STANDARD ROAD ITEMS ~
N/A
~ TOTAL: $ - ~
*Does not include tax or contingency
TOTAL CONSTRUCTION*: $ 47,443 ~
.
. . •
Bond Summary
Turtle Creek Third Addition
Taylor Eagineering, Inc.
October 24, 2000
NO.OR QUANTITY
DESCRIPTION LENCTH DEPTH WIDTH AREA/VOL UNIT $/UNIT SUB-TOT TOTAL
DRAINAGE ITEMS ~
STORM DRAIN MH 1 N/A N/A 1 EA 1500 $ 1,500
DITCH AND POND EX. 1380 1 N/A 51 CY 7.50 S 383
SEED 1380 N/A N/A 1380 SF 0.03 S 41
TOTAL: $ 1,9251
NON STANDARD DRAINAGE ~
CURB INLBT TYPE 1 2 N/A N/A 2 EA 150.00 $ 300
TOTAL: $ 300 ~
IOTHER ITEMS ~
MONUMENTS 0 N/A N/A 0 EA 150.00 $ -
STREET SIGNS 0 N/A N/A 0 EA 75.00 $ -
~ TOTAL: $ - ~
GRADING, SURFACING, CURB AND SIDEWALK ~
TOP COURSE 300 0.67 32 450 TON 15.00 $ 6,754
ASPHALT CLASS B(2") 300 0.1666667 32 124 TON 35.00 $ 4,340
CURB TYPE R 600 N/A N/A 600 LF 8.00 $ 4,800
TOTAL: $ 15,894 ~
n`ON-STANDARD ROAD 1TEMS ~
N/A
~ TOTAL: $ - ~
''Does not include tax or contingency
TOTAL CONSTRUCTION*: $ 18,118
. •
, ~
. .
Bond Summary
Turtle Creek Third Addition
Taylor Engineering, Inc.
October 24, 2000
NO.OR QUANTITY •
DESCR[PTION LENGTH DEPTH WIDTH AREANOL UNIT $/UNIT SUB-TOT TOTAL
DIZAINAGE ITEMS ~
STORM DRA1N MH 4 N/A N/A 4 EA 1500 $ 6,000
D1TCH AND POND EX. 2450 1 N/A 91 CY 7.50 S 681
SEED 2450 N/A N/A 2450 SF 0.03 $ 74
1 TOTAL: $ 6,7541
1VO1V STANDARD DRATNAGE ~
CURB INLET TYPE 1 4 N/A N/A 4 EA 150.00 $ 600
TOTAL: $ 600 ~
IOTHER ITEMS ~
MONUMENTS 2 N/A N/A 2 EA 150.00 S 300
STREET SIGNS 2 N/A N/A 2 EA 75.00 S 150
~ TOTAL: $ 450 ~
ICRADING, SURFACING, CURB AND SIDEWALK ~
TOP COURSE 1140 0.67 32 1711 TON 15.00 $ 25,664
ASPHALT CLASS B(2") 1140 0.1666667 32 471 TON 35.00 $ 16,492
CURB TYPE R 2165 N/A N/A 2165 LF 8.00 $ 17,320
ITOTAL: $ 59,476 1
~NON-STANDARD ROAD 1TEMS ~
N/A
~ TOTAL: $ - ~
''Does not include tax or contingency
TOTAL CONSTRUCTION*: $ 67,280 ~
. FAX COVER SHEET
5. JKANE COUNTY ENGINEER'S OFFl ~
1026 W. Broadway Avenue, Spokane, WA 99260 Phone: (509) 477-3600
Second Floor Fax # (509) 477-7655
DATE: 60 FAX #
TO: bNA
COMPANY:
CITY/STATE:
p(7536~ ~f Ai-&
Number of Pages (including cover sheet): .
FROM: ~ It0qxti,J6$ ~
MESSAGE: t~ IM~1 4f eMG~- FAUi . -17ft5 ~fiAs ~ ~Jd P -44Y n, laT6
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SPECIAL CONDITIONS
1. Any and all banking charges other than those of the issuing bank are for the account of the
beneficiary.
2. It is a condition of this letter of credit that it shall be automatically extended, without
amendment, for an additional period of one year from the present expiration date or each
future expiration date, unless we have notifieti you in writing not less than thirty (30) days
before such expiration date, that we elect not to renew this letter of credit. All written
notification shall be sent•via registered mail.
Drafts drawn under this credit must bear the clause: "Drawn under (bank's name and letter of
credit number) for (name of activity)."
This credit is subject to the "Uniform Customs and Practice for pocumentary Credits (1993)",
International,Chamber of Commerce Publication No. 400.
We hereby engage with you that draft(s) drawn and/or documents presented and negotiated under
and in compliance with the terms of this irrevocable standby letter of credit will be duly honored
upon presentation to us.
The amount of each drawing must be endorsed on the reverse of this credit by the negotiating bank.
A charge of USD25.00 will be deducted from the proceeds of any drawing presented with
discrepancies.
NAME OF 1SSUING BANK
Signature, and signatory's authority
This Page 2 of 2 forms an integal part of Letter of Credit No.
Parry, Ed _
From: Parry, Ed .
Sent: Monday, December 11, 2000 $:34 AN1
To: Judy Brose (E-mail)
Subjec#; F'1753B - Tur#Ie Creek 3rd Addition; Draft Ietter of Credit
Judy:
Iunderstand tha# Rich Dahrn intends to post a letter of credit to guaran#ee the construction perfarrnance vn this
project. This is a draft format for your informa#ron. Please call if there are difficulties
Thanks
Ed Parry
Comb,ro~d LOG ror
Rnsds, lnspec--
1
i
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1-
~ • - 4538886
12~U5{2000 o 09:55A
TdYI AR UNNCFpW r.nv sa ruf cnnkano r.n we
Spai:nnc County Cnginccrs
1026 W Broa(iivay .
Spokanc WA 99260-0170
509)477-3600 PUU
Document 'fitle DECLARA'I'10N OF COVENANT
Itefcrencc Numbcrs
Legal Desci•iption NF 114 nf Np 1.14 nf M 1-14- c~--J,grff 95 W~M
.
Parccl NumUer 55194.0968
Crantors and Grantces Da'7m r Inc_
[n consideration of the approval by Spokalc Caunty of TLR:tje"QAekTiirdAUj±im
(hereinal'ter referred to as the "pevelopmeiit"), thc undersigned covenants and agrees tliat:
1. Tlle suUdivider/sponsor wilt construct the private roacis and associateci drainage i'aciiities in conformance with
the approvcd plans on tile in the County Engineer's Of'iicc. . .
2. A lot is served by 1 private rond when: 1. the only road trontage for the lot in the Development is on the
private roaci, or; U. a lot having frontage on more than one road (public or private) constructs an approach ro
the private roatl. . ,
3. The Ttut1e Creec Hmemmrs As9ociatirn
Il'omc U%vncrs Associnti~ci or lheir s«ccessors in intcrest shall maintain tlle private roacls and associated
clrainage facilities in confonnance witlt the approvecl plans on tile in the County Cngineer's Of'tice.
4. The owner(s) of any lot created by the Development or alternation thereof and served by a private road shall
be responsible for maintenance of szid privaCe road, including associated drainage facilities.
5. Maintenance iinancing of the private ro,,cis and assaciateci drauiage facilities shall be in a manner cletermined
by the _2nzt1e CYeEc Hjreownezs Assocaatirn
ITome Owners Association or tlicir successors in irnterest. •
6. Should the _Turtle CileEt HCnj30M-j3M As9ccj at-;,r
ITome OwuerS ASSOCIAt1U11 Ve Iel'i11111i11N(I 101' :ltly CCilS011, tht successoi'S Ul 1111('.CeSI Slllil[ be (he iitcliviclual lot
owners, or their successors in interest, who arc mcmbers of tlie Ttntle (}leek HaTsomIpTs ASq,,j2iatjgn
Tlome Oivners Association at the time of saicl termination.
7. In tlie event such private rold incIuding associated drainage tacilities is improved to Spokaile County standarcls
for puUiic streets, anu the County is wiiling to accel)t tiie ciedication of sucii road and cirainagc liacilities, eacil
lat owner shall execute any ciocuments necessary to aCC4111OIISh Sl1CI1 CIeCIIC8f10T1.
8. Owners of lots within tlie DevrloPmcnt wlio are Trveci Uy such road, may stie and recover ctamades and
attorneys' fees t'rom any owner of any lot within the Development whic;h is simiiarly served who refuses to
participate in the road and cirainage facilities construction, financing, and maintenance.
9. tiVARiVING: . Spoka►re Coruity /!as iro respoitsihilily tn brrild, itrrprove, or marntaiii ar o1ltenvise service !he
privnte road,s, nnd nssocinterl clraintrse fncililies colitained iviillin or providing sen,ice tu tfre property
, (lesci-iherl iu tlie Development. 13y accepting this development or srrhseqcretitly ky alloivrng a brrildilig perinir to
be issricrl for property on a privnte road, Spokane Corrqy (rsa•ruires iro nbligntioit for s(rid privale road and t11e
o►vncrs lrereby ackuotivledse thnt tlre Cocuity Jras iio ublrsation of aiiy krtrd of natrtre tivlratsoever to e.rttrblisli,
c.YCr»rine, sruvey, CDItSlrUCl, nlter repnir, {ittprove, mnirr<aili, Provide drailulse a• snotiis rNlirnval oit a privnte
. ro«d or its' associated clrainnge fncilities ~
0
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~ 4538885
r~'• ~ ~ T e; 2of 2
O5f 2000 09;ER
Mi N MrKPQrtW-__ rnv _ ea m_ cn~~~rya N we
10. V'Vheiiever the nri1e aak H:rrecwnF~rs lssociatirn
Hnnle Ovvners Assrac:iaxion or ttticir sticccssors in inkcrest fail to maintain the drainage facilities in
conform~nce with the approved drainag~ ~)an, a notice will be given to the
[lome Oxvners Assaciation or their skIcCessar-s in intcrest by the County. If ncrt corrected afler 10 dayFs, the
County has the right to correct the mainicnance faiture ar have it cozrecCed at the expense of the
. . _ { i rrE v.
a Dig*
-Home Owners Associatian, dhcir successors in tnterest, vr lots in the elevelopment.
11. 5pokane Couniy does nat accept lhe responsibility of rnaintaining the drainage cvurse on private lats witiiilz
drainage easementis or tloodplain areas, no the responsibility for any drainage, whatsoever, incltadincr btzt nat
Iimitcd ta inverse candemnatian to art}r properties ciue to deticient coi3struction and/or niainCenance ot draina~~
courses in drainage easements on private properly.
12. Iliis covemmt and agreement sltall run witli the 1and wid slial1 be bin[iing upon the owiier, t.heir lieirs,
successors or assigns, includ'tng tlze ' tion to partici~a te in d~e mayntenance af the private road and
drainaae fac.iiities as provided herei .
l7wl
OWNER
. Qated this daY of Dnr.4~ , 20V
~
S 7AT~ OF WASHIIVCTlJN }
: ss
CDriiaty of Spoka~'te ~
~
011 this dcty persanrrldy appeared before ine I'C+l-44W
knotiv,i to rrie ta be tl:e irrdividiral(s) elesc.`rrhed in and wha execirred ff3e witliin aild foregoir~~ instnunera arlrl
rrcknow1ed,gecf rhrrx lrelsfeelthey sigi:ed t1ie ,same as his1ftet•ltheir ft•ee rrrrd vodra►ztary act criid rfeert frar the f1.5es arrd
purposes rher~in srrrred.
GIVErV ~11"1~'~1ER ~1~'Y fIA1VD ~11~JD Ol~'F~'C',~AL SEA~, tflrs T r~ityof .rrl4t ,20 e~O .
~
Notary Prfbfie ira and for (~1C'
of ''L~'~csrair~~;so~~, resi~lit~g at Sp~kare ~T
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k\f\declapud 1{244
0
2
, 4538886
1270512000 ~ 09:55A
TbYIf1R CNf:iNCCR1Uf: f`AlU Q4 M Cnnkano (`.n y!1
Spol:ane Cniinty l:nginccrs
1020 W I3rolclway ,
Spolcanc WA 99200-0170
509)477-3604 PUD
Oocument 'Titlc DE-CLARA'tiON OF COVENANT
ltcfcrcncc Numbcrs
I.egal Description Ng 1!4 nf W1 19,-S•25N=, R.4-9F.=-M
„ • I'nrccl Numbcr 55194.0968 .
Grantors nnct Grantecs Daln DevelcMEnt, ?nc.
In consideration oi' the approval by Spokaie Cotinty ut maftlP ChJek
(hereinaCter referred to as the "DCVCLU[3lflCtlt"), che undersigned covenants and agrees that:
1. Tlie suUdividec/sponsor will cortstruct the private roads and associated drainage faeilities in conformartce with
tlie approved Pians on file in the County Engineer's Office. .
2. A tot is served by a privale road when 1. the only rnld frc►»tase tor the lot in lhe Developrnecit is oil tltc
private road, or; b. a lot having frontage on morr than one road (public or private) constructs an appi•oach to
the Privatc road. • •
3. Tlie TZL~t1e Cl'~ek . . H=BWEES Home U%vnc:rs Associntion or tlseir siiccessors in i:itere.st sh;tlt maintlin the private roads iind assaciated
drainabe facilities in conCormance with the apProveel Plans on rile in tlie County Cnsineer's Ot'tice.
4. The owner(s) vf any lot creaced Uy the Development oc alternation thereof and served by a private road shall
be responsible for maintenance of said grivate road, inc(ucling assaciated drainage f:tcilities.
5. Maintenance financing of the private ro:ds and associated drainage facilities shall he in a manner determined
by the %rtl,e Cre* HaTeowrms AcMoGiatiM
Homc Owncrs Association or thcii- successars in intc:i•cst.
C,. Should the . MXtje Cje* ~d-&jr
IIa1»C Oivllcrs ASSOCi:ition bc tcrminaled I'or iny rc~isan, tlic suc:crssors in inlcriest shafl bc (fic itlc{iviclual Iot
owners, or their successors in interest, who arc memhers of the TLxtle Cxmk
Iiome Owners Association at lhe time of said tecminatiort.
7. [n the event such private raad inclucting associate:d drainase faeilities is improved to Spokane County standards
for puUlic streets, and Lhe County is willing to aCCept the dedication of sucli road and drainase fstcilities, eac;h
loe owner shall execute any documents necessary to <<ccomplish such dedicatian.
8. Owners of lots witliin the Devrlopment wlio are Trved Uy stich road, may sue and recover damaoes ancl
actorneys' fees trom any owner ot any fot within the Development whic;li is similarly served who refuses to
participite in the ro1d ancl cirainage facilities construction, tin:iiicing, and maintenance.
9. WAItNINC: Spokauie Cnruity lrns iio rc~sponsibilrly to brriltJ, r►nprave, or »utiitl(rin vr o!ltenvrse scrvice rJre
privrtte ronds, a»d associaled drnittnge facililies coittaiitet! +virlii►i ur proviclins sen,rce la the profyerty
described in the Development. dy accepting tJrrs tlevelapment or strhseqtretrtly hy allotivrng n b►rildirig per»rir ro
be issried jorproperry ai a privote rond, Sfloknne Corr►rty asscriiec,c iro oblisnliori for sairl privnle rond atid Jlie
owners liereGy acknotivledge tlrnt 11re Coruiry J1ns i1o uhlrgaiial of niry kiizd vj irntrcre 1vhatsoever to estnGllslt,
exn»tine, srrrvey, corisirrrc.t, alter repnir, imprnve, »,ninruin, prnvirfe tlrnirttr,ge or siro++, i•c"mnvnl oir R pi7vnte
roarl or i1s' associated drniitnse fncilrties ~
~
~ ' ~ ~ ~ i { I ~ 4538886
• ' r I ~ . I pLN12W~ 009:55M
idYl flk PN:W791W. Pd1V $Q filfi ~nn4anb f`.n lYA
LD. Whenever t]ie ' pE±je
Home Ownm Association or thcir succmorrs in iritcrest fail to maintairi (he drainage facilities irt
coni'ormance wid3 the approverl clrairtage plan, a itatice vuill be given to tlYe
-M~1is g:L ++*;"r
flumc Owncrs Associatian or t}}eir suctmors in interest by the Caunty. It no[ corrected afier 10 days, the
Cotinfy has thr, right to correct t1~e maintenance faiZure or have i[ corrected at the expense af the
' Zrn
Hnmc Owners As.sociatian, thcir siiceessers in xnteres[, or lots in the development.
11. Spokane Caunty does not accept the responsibility ofi maintaining the drainage course on pravate lots rwitliin
drainage easements or floodplnin arcas, no the respansfbisity far any drainagc, whatsocver, incltidiiig buC not
limitccl ta inversc coiidemnation to any praperti~s due co deticieitt conscruction 1ndlvr mainte«ance ofdrainag~,°
cottr5es in drainage easements on private property.
12. TIYis covenKuit t-nd ;igmernent 511si11 nin wady the land and shall bc hinding upcan she okviier, tlzeir heirs,
successors or assi-vns, inc£uding tlte (ion to partiui~) te in the maintenance af the prsvate raad and
drainage tacilities a s prov ided het'e i
.
~
~
71 1411
ow -
OWNEYZ
, Datecl this ctay ot
S'7'ATE OF 4YASITINGTOl1l }
Carr,aty af SpnLrelle )
~
Orr this day persoi7ally appearerf befare me
krrotiw,n 1a rrre ro be ffie individual(s) described irx trrid ivlio execaterl the vv1F1aii: ar:d foreizoi1ig 11isrriunent ar3d
#1ck1t+7tiirleCiged t11C71 helsl2eIiI[ey s1g1iE'd 1lde S(dfii7e as JifSII]eXIfIielf frcre a►id volreiitapy crcf rrrrrf rfeed far thc, rr.res and
paerpnses rliereirr srater#.
2L/7 .
G!G'EW UNDER MY IIAND Al1fD Dl~~FICIAL SEAL f1iis ~ &ry of
,
IVotary Prtc ~r3 r~r~rf for trle rt~
of Washrngtvpi, resirlbig .7i Spokcrne
. ~ # SO~~
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k%#1deeIlVQud 1/30n
2
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j- ~ 4538885
121U5,2400 009 55A
revi na MItuFFaTW. Mv ai n m cnnkanp r.n we
AFTER RECORDING RETURN TO:
Spokane County Engineers
Development Engineering Services
Public Works Building, 2"d Floor
1026 W. Broadway Ave
Spokane, WA 99260-0170
Document Title: Drainage Declaratioa of Covenaat
Grantor(s): Dahm Development, Inc., a Washington Corporation
Gra.ntee(s): Spokane County and Turtle Creek Homeowners Association
Abbreviated Lega1 Desc: NE'/4 of NE1/4 of SE'/4 , SEC. 19, T. 25 N., R. 45 E., W.M.
Assessor's Tax Parcel Number(s): 55194.9068
County Plat No. P-1753B
In consideration of the approval by Spokane County of Turtle Creek - Third Addition, hereinafter referred
to as the "plat"), undersigned covenants and agrees that:
Spokane County acld its authorized agents are hereby granted the right to ingress and egress to, over and
from all public drainage easements for the purposes of inspection and emergency rnaintenance of drainage
swales, ponds, ditches, culveris and other drainage facifities, if not properly maintained by the property
owner or the Turtle Creek Homeowners Association. Spokane County does not accept the responsibility to
inspect or maintain drainage facitities located outside of public rights-of-way, aeither does Spokane County
accept any liability for any failure by the property oNvner(s) to properly maintain such areas.
The property owners within this plat shall be held responsible for keeping open and maintaining the surface
path of natural or man-made drainage flow over and across their respective properties. If the property
owners fail to maintain the surface path of natural or man-made drainage flow, or drainage facilities on
private properties, a notice of such failure may be given to the property owner. If not corrected within tbe
period indicaxed on said notice, Spokane County has the right to correct the maintenance failure, or have it
corrected, at the expense of the property owner.
Spokane County does not accept the responsibility of maintaining the drainage course on private lots or
floodplain areas within private lots, nor the responsibility for any damagc whatsoever, including, but not
limited to, inverse condemnation to any properties due to def cient construction and/or maintenance of
drainage courses m drainage easements on private property.
4538885
T Pa e: 2 of 3
0512 00 09:59
TIYI f1R W 1NFCATNr: MV 41f1 M Cnniranp f`.n Wd
Any building that is constructed on a lot in this plat shall be set at such an elevation so as to provide
positive drainage away from any drainage entry point to the building (including but not Iemited to a window
well, a window unprotected by a window well, or a doorway). Said positive drainage shall consist of a
minimum slope of 3% away from the building for a distance of at least 10 feet from the building. The lots
shall be graderl so that either a) all runoff is routed away from the building, and conveyed over the lot to a
natural drainage swale or approved drainage facility, or b) drainage intercepted on the lot is disposed of on
the ]ot in an approved drainage facility. All drainage facilities for this plat, including any `208' swales,
shall be cvnstructed in accordance with the approved plans on file at the Spokane County Engineer's
Office. Any proposed cbanges to the approved road' and drainage plans must be approved by the Spokane
County Engineer's Office prior to construction of said changes.
There may exist properties located uphill and adjacent to this subdivision which periodicaUy discharge
stormwater runoff onto individual lots within this plat. Stormwater runoff from nearby uphiil properties
should be expected, and during snow melt periods or wet seasons the lots may be subjected to higher
amounts of stormwater runoff that what is normally observed or anticipated. Because stormwater runoff
from adjaceat properties have discharged onto this plai prior to developmcnt, stormwater runoff wili likely
continue to do so after development.
The property owners within this plat shall maintain all water quality swales (`208' swates) and drainage
ditches situated on their respective properties, and any portion of a`208' swale situated in a public right-
of-way adjacent to their respective properties, with a permanent ground cover as specified in the currently
approved and accepted plans on file at Spokane County's Engineer's Qffice. No structures, including
fences, shall be consiructed directly over or within a`208'swate without the expressed written consent of
the Spokane County Engineer. Spokane County docs not accept the resporisibiiity to inspect andlor
maintain the drainage facilities located within or serving this plat which are located outside of public rights-
of-way, except in cases where Spokane County specifically assumes thai responsibility in writing; nor does
Spokane County accept any liability for any failure by the lot owner(s) to properly maintain such areas.
The Turtle Creek Homeowners Association or its successors in interest shall maintain the drainage facilities
and grassed or landscaped areas, located within Common Area Tract "A", and other common are,as within
this plat, that are not the maintenance responsibility of the adjacent lot owner(s), in confonnance with the
approved plans on file at the Spokane County's Engineer's Office. Maintenance of drainage facilities
includes, but is not limited to, keeping open and cleaning siorm pipes, ditches, drainage ponds, swales, etc.,
replacement of drainage facilities as nceded, and maintaining Iive native-type dryland grasses or lawrn turf
in thc `208' swa[es located in common areas or tracts, with optional shrubbery and/or trees, which do not
obsiruct the flow and percolation of storm drainage waier i.n the drainage swale as indicated by the
approved plans. The Turtle Creek Homeowners Association shall be responsible for payment of all claims
and other liabilities which may become due for said maintenancc: responsibilities, such as but not limited to,
water fees, electrical charges, mowing, and landscaping,
If the Turtle Creek Homeowners Association. or their successors in interest, fail to maintain the drainage
facilities in conformance with the accepted drainage plan on file at the Spokane County Engineer's Oice,
a notice of such failure may be given to ihe Turtle Creek Homeovmers Association, or their successors in
intere.st, by the County Engineer. If not corrected within the period indicated on said notice, Spokane
County has the right to correct the maintenance failure, or have it corrected, at the expease of the Turtle
Creek Homeowners Association. or their successors in interest.
II Jill 11 4538885
A
, 121~1Z0~ ~09;55A
TdYI f1A FNf:TtJFFRT11t: MV R1f1 flll qnniranp Cn Yt~
Shoutd the Turtle Creek Homeowners Associa#aon be terminated for any reason, the successors in interest
shall be the individual lot owners, or their successors in interest, who are members of the Turtle Creek
Homeowners Associatian at #he time of said termination. The successors in interest shall share equally in
the responsibility and cost of maintaining said drainage facilities.
This covenant and agreement shall run with the land in perpetuity, and shall be binding upon the owner,
their heirs, successors and assigns, including the obligation to participate in the maintenance of the drainage
facilities as provided herein.
IIV WITNESS WHEREOF, the undersigned has caused this instrument to be
executed on this Pday of 2000.
rs
chard T. Dahm, President
ahm I}evelopment, Inc., a Washington Corporation
)
STATE OF WASHINGTON }
COUNTY OF SPOKANE )ss
I certify that I know or have satisfactory evidence that ~lC/~-~LD 9AOM
is the person who appeared before me, and said person a,cknowledged that (he/she) signed this instrument,
on o sta ed th he) was authorized to execute ihe instrument and acknowledged it as the
.
of to be a free and voluntary act of such party for ses aad purposes mentioned in the
instrument. '
~
Dated: o
Notary Public In and for th + tate of
Washington. <rlmesa ~My Appointrnent ►
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AFTER RECORDING RETURN TO:
Spokane County Engineers
. Development Engineering Services
Public Works Building, 2°d Floor
1026 W. Broadway Ave
Spokane, WA 99260-0170
Document Title: Drainage Declaration of Covenant
Grantor(s): Dahm Development, Inc., a Washington Corporation
Grantee(s): Spokane County and Turtle Creek Homeowners Association
Abbreviated Legal Desc: NE1/4 of NE1/4 of SE1/4 , SEC. 19, T. 25 N., R. 45 E., W.M.
Assessor's Tax Parcel Number(s): 55194.9068
County Plat No. P-1753B In consideration of the approval by Spokane County of Turtle Creek - Third Addition, hereinafter referred
to as the "plat"), undersigned covenants and agrees that:
Spokane County and its authorized agents are hereby granted the right to ingress and egress to, over and
from all public drainage easements for the purposes of inspection and emergency maintenance of drainage
swales, ponds, ditches, culverts and other drainage faciliries, if not properly mainta.ined by the property
owner or the Turtle Creek Homeowners Association. Spokane County does not accept the responsibility to
inspect or maintain drainage facilities located outside of public rights-of-way, neither does Spokane County
accept any liability for any failure by the property owner(s) to properly maintain such areas. .
The property owners within this plat shall be held responsible for keeping open and maintaining the surface
path of natural or man-made drainage flow over and across their respective properties. If the property
owners fail to maintain the surface path of natural or man-made dra.inage flow, or drainage facilities on '
private properties, a notice of such failure may be given to the property owner. If not conected within the
period indicated on said notice, Spokane County has the right to correct the maintenance failure, or have it
corrected, at the expense of the property owner.
Spokane County does not accept the responsibility of maintaining the drainage course on private lots or
floodplain areas within private lots, nor the responsibility for any damage 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.
t
Y
Any building that is constructed on a lot in this plat shall be set at such an elevation so as to provide
positive drainage away from any drainage entry point to the building (including but not limited to a window
well, a window unprotected by a window well, or a doorway). Said positive drainage shall consist of a
minimum slope of 3% away from the building for a distance of at least 10 feet from the building. The lots
shall be graded so that either a) all runoff is routed away from the building, and conveyed over the lot to a
natural drainage swale or approved drainage facility, or b) drainage intercepted on the lot is disposed of on
the lot in an approved drainage facility. All drainage facilities for this plat, including any `208' swales,
shall be constructed in accordance with the approved plans on file at the Spokane County Engineer's
Office. Any proposed changes to the approved road and drainage plans must be approved by the Spokane
County Engineer's Office prior to construction of said changes.
1'here may exist properties located uphill and adjacent to this subdivision which periodically discharge
stormwater runoff onto individual lots within this plat. Stormwater runoff from nearby uphill properties
should be expected, and during snow melt periods or wet seasons the lots may be subjected to higher
amounts of stormwater runoff that what is normally observed or anticipated. Because stormwater runoff
from adjacent properties have discharged onto this plat prior to development, stormwater runoff will likely
continue to do so after development. .
The property owners within this plat shall maintain all water quality swales (`208' swales) and drainage
ditches situated on their respective properties, and any portion of a`208' swale situated in a public right-
of-way adjacent to their respective properties, with a permanent ground cover as specified in the currently
approved and accepted plans on file at Spokane County's Engineer's Office. No structures, including
fences, shall be constructed directly over or within a`208'swale without the expressed written consent of
the Spokane County Engineer. Spokane County does not accept the responsibility to inspect and/or
mainta.in the drainage facilities located within or serving this plat which are located outside of public rights-
of-way, except in cases where Spokane County specifically assumes that responsibility in writing; nor does
Spokane County accept any liability for any failure by the lot owner(s) to properly mainta.in such areas.
The Turtle Creek Homeowners Association or its successors in interest shall maintain tlle drainage facilities
and grassed or landscaped areas, located within Common Area Tract "A", and other common areas within
this plat, that are not the maintenance responsibility of the a.djacent lot owner(s), in conformance with the
approved plans on file at the Spokane County's Engineer's Office. Maintenance of drainage facilities
includes, but is not limited to, keeping open and cleaning storm pipes, ditches, drainage ponds, swales, etc.,
replacement of drainage facilities as needed, and maintaining live native-type dryland grasses or lawn turf
in the `208' swales located in common areas or tracts, 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. The Turtle Creek Homeowners Association shall be responsible for payment of all claims
and other liabilities which may become due for said maintenance responsibilities, such as but not limited to,
water fees, electrical charges, mowing, and landscaping,
If the Turtle Creek Homeowners Association, or their successors in interest, fail to maintain the drainage
facilities in conformance with the accepted drainage plan on file at the Spokane County Engineer's Office,
a notice of such failure may be given to the Turtle Creek Homeowners Association, or their successors in
interest, by the County Engineer. If not corrected within the period indicated on said notice, Spokane
County has the right to correct the maintenance failure, or have it conected, at the expense of the Turtle
Creek Homeowners Association, or their successors in interest.
~
~r -
,
Should the Turtle Creek HomeoNvners Association be terminated for any reason, the successors in interest
shall be the individual lot owners, or their successors in interest, who are members of the Turtle Cre.ek
Homeowners Association at the time of said termination. The successors in interest shall share equally in
the responsibility and cost of mainta.ining said drainage facilities.
This covenant and agreement shall run with the land in perpetuity, and sball be binding upon the owner,
their heirs, successors and assigns, including the obligation to participate in the maintenance of the drainage
facilities as provided herein.
IN WITNESS WH:EREOF, the undersigned has caused this instrument to be
executed on this day of 2000.
Grantor(s)
Richard T. Dahm, President ,
Dahm Development, Inc., a Washington Corpora.tion
)
STATE OF WASHINGTON )
COUNTY OF SPOKANE )ss
I certify that I know or have satisfactory evidence that
is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument,
on oath stated that (he/she) was authorized to execute the instrument and acknowledged it as the
of - to be a free and voluntary act of such party for the uses and purposes mentioned in the
instruxnent.
Dated:
Notary Public In and for the State of
Washington.
My Appointment Expires:
FAX COVER SHEET '
3130KANE COUNTY ENGINEER'S OPr1CE
1026 W. Broadway Avenue, Spokane, WA 99260 Phone: (509) 477-3600
Second Floor Fax # (509) 477-7655
DATE: eo FAX #
TO: COMPANY:
CITY/STATE: I
Number of Pages (including cover sheet): ~
Q5 : ~ y pId, hif 3A*4
Ga~ ~ T
000, 1po
FROM:
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MESSAGE:
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Office of the County Engineer
Spokane County, Washington
8 November 2000
To: Darin Moore, P.E.
Taylor Enqineerinq, Inc.
From: Development Enqineerinq services
Gary Nyberq, Plan Review Enqineer
RE: Turtle Creek, 3rd Addition (P-17538)
Plat Drainaqe Dedication Lanquaqe
Common Area Tract A is dedicated to the TURTLE CREEK HOMEOWNERS ASSOCIATION;
no structures including fences shall be constructed thereon, without the
expressed written approval of Spokane County. The TURTLE CREEK HOMEOWNERS
ASSOCIATION shall be responsible for payment of claims and other liabilities
which may become due for said tract. Tract A may not be sold or transferred,
regardless of any provisions in the covenants to the contrary without
expressed written approval by Spokane County, and shall be considered
subservient estates to all lots within this plat for the purpose of real
estate taxes. Should the TURTLE CREEK HOMEOWNERS ASSOCIATION be terminated
for any reason, the successors in interest for the said Common Area shall be
the individual lot owners of lots within this plat, or their successors in
interest, who are members of the TURTLE CREEK HOMEOWNERS ASSOCIATION at the
time of said termination.
A Drainage Easement within Tract A as platted and shown hereon, which is for
the purposes of installing, operating and maintaining drainage ponds and
drainage facilities to treat, store, and dispose of stormwater runoff, is
hereby granted to Spokane County and the TURTLE CREEK HOMEOWNERS ASSOCIATION.
Drainage easements, as platted and shown hereon, which are for the purposes of
installing, operating and maintaining drainage ponds and drainage facilities
to treat, store, and dispose of stormwater runoff, are hereby granted to
Spokane County.
The drainage easements, lots, and tract are subject to the separate Drainage
Declaration of Covenant as recorded under Auditor's
Document No. , which by reference is made a part hereof.
I ~
t •
~
~
,
Spokane County Engineers
1026 W Brondway ,
Spolcane WA 99260-0170
509)477-3600 PUD
Document Title DECLARAI'ION OF COVENANT
Reference Numbers
Legal Description
Pai•cel Number
Grantors and Grantees
In consideration of the approval by Spokane County of
(hereinafter referred to as the "Development"), the undersigned covenants and agrees that:
1. The subdivider/sponsor will construct the private roads and associated drainage facilities in conformance with
the approved plans on file in the County Engineer's Office.
2. A lot is served by a private road when a. the only road frontage for the lot in the Development is on tlte
private road, or; b. a lot having frontage on more than one road (public or private) constructs an approach to
the private road.
3. The
Home Owners Association or their successors in interest shall maintain the private roads and associated
drainage facilities in conformance with the approved plans on tile in the County Engineer's Office.
4. The owner(s) of any lot created by the Development or alternation thereof and served by a private road shall
be responsiUle for maintenance of said private road, including associated drainage facilities. •
5. Maintenance financing of the private roads and associated drainage facilities shall be in a manner determined
by the
Home Owners Association or their successors in interest.
6. Should the I-Iome Owners Association be terminated for any reason, the successors in inlerest shall Ue the incliviclual lot
owners, or their successors in interest, who are members of the
Iiome Owners Association at the time of said termination.
7. In the event such private road including associated drainage facilities is improved to Spokane County standards
for public streets, and the County is willing to accept tlie dedication of such roacl and drainage facilities, each
lot owner shall execute any documents necessary to accomplish such dedication.
8. Owners of lots wi[hin the Development who are aerved by such road, may sue and recover damages and
attorneys' fees from any owner of any lot within the Development which is similarly served who refuses to
participate in the road and drainage facilities construction, financing, and maintenance.
9. WARIVING: Spokane County lias no responsibility !o bacild, unprove, or maintain or olhenvise service 1he
privnte roads, and associated drainage facilities cotitained within or providing service to tlie properry
, described in the Development. By accepting this development or stibsequently by allowcng a bccilding permit to
be issued for property on a private road, Spok.a.ne Coicriry assumes no oblisatiori for said private road niad the
owners /iereby aclrnowledge that the Coutiry has no obligation of nny kind of natccre ►vitatsoever to establislc,
examine, sttrvey, constnict, alter repair, imnrnve, maintain, provide drainage or snow remnval aa a private
road or its' associated drainage facilities
1
GYI
~
10. Whenever the .
Aome O%mers Association or their successors in interest fail to maintain the drainage facilities in
conformance with the approved drainage plan, a notice will be given to the
Home Owners Association or their successors in interest by the County. If not corrected after 10 days, the
County has the right to conect the maintenance failure or have it corrected at the expense of the
Home ONmers Association, their successors in interest, or lots in che development.
11. Spokane County does not accept the responsibility of maintaining ttie drainage course on private lots within
drainage easements or floodplain areas, no the responsibility for any drainage, whatsoever, including but not
limited to inverse condemnacion to any properties due to deticient construction and/or maintenance of drainage
courses in drainage easements on private property.
12. This covenant and agreement shall run widi the land and shall be binding upon the owiier, tlleir heirs,
successors or assigns, including the obligation to participate in the maintenance of the private road and
drainage facilities as provided herein.
OWNER
OWNER
, Dated this day of , 20
STATE OF WASHINGTON )
:ss
County of Spokane )
On this dcry personally appeared before me
known to me to be the individtral(s) described in and who executed the within and foresoing instrrnne»t and
ackaio►vledged that he/she/dtey signed t/re sarne as his/her/t/ieir fi•ee atid volccntary act and deed for t/te rrses aiid
pcrrposes therein stated.
GI VEN UNDER MY HAND AND OFFICIAL SEAL tltis day of , 20 .
Notary Public in arrd for the State
of Washington, residing at Spokane
k\f\declapud 1/200
2
3L y
SAMPLE LETTER OF CREDI~
(C7nBANKLE'T'~'1'.~RHEAD, to include address, phone # and atherpertinent informatiorr)
MFVOCABLE STANDBY LETTER OF CREDrT
FOR
,RoAD AND DRAiNAGE CoNsTRUCTIoN
Date: -
,
Seneficiaries: Awlicant:
For Road and Drainage Constructivn, and Nane: .
Raad and Drainage Inspection: Address.
, Spokane County Engineer's Office
1026 West Broadway
Spvkane, WA 99260-0170 Phar,ae:
Attn: Ed Parry, P. E,
Letter of Credit Number:
Expuy Date:
At Our Counters Presently Located At.
Amount; Not exceeding $220,000.00 (Tvvu I3undred Twenty Thvusartd and NO1100
USDollars) fnr raad and drainage consfiruction
We he~~by issue this irrevocable standby letter of credit fcrr P17539 -Turtle Creek 3rd
Addi#ian avai.1.ab1e by your draft(s) drawn an us and accampanied by the following
docurments:
1. A sigmed statement from the Spokane Caunty Engineer's Difice reading exactly as fnllows: "I,
the undersigned My auttrorized representative of tbe Spokane County Engineer's Dffce,
hereby cet•tify that the draft drawn under this letter of credit represents the amount of mnney
requiretl ta camplete the installation of roadway impravements including gradtng, gravel,
paving, CuI`bS, sidewalks, storm drainage, drainage swales, monuments, s#reet signs andlar
uther worlc as is incidental and rela#ed thereto in accordance wrth the drawings atrid
specifcatrtans as submitted tv and approved by the Spakane Cvunty .Engineer's OfFice on (date
of approved plans).
2. The original af this letter of credit.
This Page 1 of 2 fvrms an jntegrai part ofLretter of Credit filv.
v ~
PL}1.T NO.
7~5~ DA'rE
, Pi-a~ ~~e r? -ee /C9(-JCn
1 a
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+ ,
Tot7] Area
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Basis nfBCaringS
ryl'z
~ Plat LocaGian By '1'itle
~ OI'ficial 5ignature Blacks Ajg~, cf rR
Seirveyors Cer4if icate
ROnC~ NaTI3e5 ~
ROad Wldil1s ~ ~
n
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Lot S:. Mack Ntirjibers '
~ RAV Dedication designatetl ~
~
1 Faa! Strips
~ 3 RPS oii ClLO Cariiers • ~
~
TTact Y,
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Ceriificme tg PIa[ ~
1 Fnnl, Strips
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~
Access 1'roltiiliited (zu ~
R1%V I~edic,111011 Draynige LEttigiia~e -CrIz- _
Drainage Covertiant #
i Flooci Iiisuraiice
20$ Boncis - $1,000.()0 208 ]'LAN5 APPR'00V'EL}X0S"Y'-,2CZrTj
["rivaIe 1S,0i111 1JOC. tt's
L~
€'rirrate Road Warning - - - - - ~
R0a[l Plans
f2otrcl I3onti Iirapra%remcnt ezIci C)
Itcy:~cC ~3~nr1 Ir~spccticyn - • ~ -
~ Sigrre{! i3Y I1ngineer
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~ - - - - - -
FROM ANGLE DISY NURTH EAST TO
P1753R TURI`LE CREEt; 3kD ADD BLOCK 3 S IDEL I iVES 1 1-15-`0ki0 D. BERI"O
AUTO INVERSE .
START 24E. '1782 2388.6175 18
18 INV S 74 49 00.00 E 634. 0200 80.7230 3000.5056 19
19 I NV S 7; 37 08.00 E 184. 4500 26.7035 3177.4662 20
20 I NV S 70 26 53.00 E. 1 03. 6000 -5. 9b74 3275. 0944 21
21 I NV S E+8 56 59.00 E 75.9700 -33. ►__:549 3345. 9946 22
" I NV S 67 " 34.00 E 89 . 8500 --67. 81 84 3428. 9;0'7 41
41 I NV N 0 00 00.00 E 1001. 3~00 933. 5316 3428. 9 307 42
42 IwV iV 89 46 12.00 W 503. 6700 935.5535 2925. 2G-+47 43
43 1 NV S 0 13 48.00 W 105.0000 830.5543 2924.8432 44
RAD I AL N 89 4E 12.00 W
DFLTA 90 00 00. OOLT RAD I US 20.0000
TAIV 20.0000
L-ARC 31. 41 59
RAD I AL S 0 13 48.00 W
RF' 830.4740 2944.8431 45
44 CMORD S 44 4E 12.00 E 28.2843 810.4742 2944. 762$ 46
TANCdPT S 89 46 12.00 E
46 T NV S 89 46 12.00 E 288. 9400 809.3143 ~.~::'33. 7tZt05 47
RAD T AL S 0 13 48.00 W
UELTA 31 00 1 0. OOLT
RAD I US 20.0000
TAN 5.5470
L-ARC 1 0. 8220
RADIAL S 30 46 22.00 E
RF' 829.3142 3233. 7Es07 48
47 CHORD N 74 43 43.00 E 10.6905 812. 1301 3244. 0134 49
TANCdF'T N 59 13 38.00 E
RAD I AL N 30 46 22.00 W
DEL7A 475 37 33. OORT
RAD I US 50.0000
TAIJ 45. 6-1 b?
L--ARC 240. 5289
RAD I AL S E4 51 11.00 W
• RP 769.1699 3269.5952 50
49 CHORD S 17 02 24.50 W 67. 1 554 147. 9`29 3224. 3341 51
TANCdPT N 25 08 49.00 W
RAD I AL N 64 51 11.00 E _
DELTAE4 37 23. OOLT
RAD I US 2 0. k"~0 QZI 0
"fAN 1 2. 6491
L-ARC 22.5577
RAD I AL N 0 13 48.00 E
R~~ 1'-" 7~9. 4~:41 3206. 2297 52
51 CHOhZD iV 57 27 30.50 W 21.3809 '759. 4239 3206.3100 53
TAN@F,T N 89 46 12.00 W
53 I NV N 89 46 12.00 W 261.7500 760.4746 2944.5621 54
RAD I AL IV 0 13 48.00 E
llELTA 90 00 00. OOLT
RAD I US 20.0000
°
TAN 20.0000
L-ARC 31. 41 59
RAll I AL N 89 46 12.00 W
RP 740.4748 2944.4818 JJ
54 CHORD S 45 13 48.00 W 28.2843 740. ~551 2924. 4820 56
TANCdPT S 0 13 48.00 W
5E I NV S Q) 13 48.00 W 210. 0000 5;0. 556g 2923. 6390 57
A iniN T in1 hl A 4 L,. C. 1:_+ i71 01 i.l
DELTA 90 00 00. OOLT
RAID I US 20.0000
TAN 20.0000
L-ARC 31. 41 59
RAD I AL S 0 13 48.00 W
RP 530.4765 2943.6388 58
57 CHORD S 44 46 12.00 E 28.2843 510.4766 2943.5585 59
TAhI@PT S 69 46 12.00 E
59 I IVV S 89 46 12.00 E 15.0000 510.4164 2958. 55Fi4 E+0
60 INV S 0 13 48.00 W 10.0000 500.4165 2958. 51t33 61
61 I NV S 89 46 12.00 E 24.5800 500. 3178 2983. 0981 E2
RAD T AL S 0 1; 48.00 W
DELTA 36 27 1 0. OOLT
RADIUS 100.0000
TAN 32.9294
L--ARC 63.6221
RAD I AL S 36 13 22.00 E
RP 600.3170 2983.4995 63
62 CHORD iV 72 00 13.00 E 62.5545 519. E445 304`. 592i 64
TAN@F'T N 53 4E+ 38.00 E
RAD I AL hl 36 13 22.00 W
DELTA 216 27 1 0. O0 RT
RAD I US 130. 0V~00
TAhI 394. 7843
L--ARC 491.1158
KAD I AL S 0 13 48.00 W
RF' 414.7702 3119.4126 65
E4 CHORD S 17 59 47.00 E 246.9553 284. 7712 3118.8907 66
_ TANCdF,T N 89 46 12.00 W
66 I NV N 89 46 12.00 W 246. 2400 285.7597 ►'87:'. 65`7 67
RAD I AL N 0 13 48.00 E
DELTA 90 00 00. OOLT •
RAD I US 20.0000
TAN 20.0000
L--ARC 31. 41 59
RAD I AL N 89 46 12.00 W
RF' 265.7598 : 072. 5724 E+g
67 CHORD S 45 13 48.00 W 28.2843 `65. 8401 `852. 572E Ey
TAN@PT S 0 13 48.00 W .
RAD I AL S 89 4E 12.00 E DELTA 270 00 00.0ORT
RAD I US 50.0000
TAN 50.0000
L--ARC 23`,. 6194
RAD I AL N 0 13 48.00 E RP 2E+6. 040g 2802. 5730 70
69 CHORD N 44 46 12.00 W 7Q~. 71 ~7 316. kt404 2B0`. 7737 71
TAIVCdFIT S 69 46 12.00 E
71 INV S 89 46 12.00 E 31E. 2400 314. 7710 3119.0112 72
RAD I AL S 0 13 48.00 W
DELTA 216 27 1 0. OOL i
RAD I US 1 00. 0000
TAhI 3tZ►3. 6803
'
L--ARC 377.7814
RADIAL hl 36 13 22.00 W RP 414. 7702 3119. 41 26 110
72 CHORD iV 17 59 47.00 W 189. 9656 495. 44`'7 30E0. 3199 1 1 1
TANWIT S 53 46 38.00 W
RAD I AL S sG 13 22.00 E
DELTA 36 27 10. OORT
RAD I US 130. 0ila00
TAN 42.8082
, .
L-ARC 82.7087
RAD I AL S 0 13 4P" 'O W
R P 600. L170 2983.4995 '.F\"-
r N npn q 7P 0u ~ w 81.3208 470.3181 2982.9776 1 i
TAN@F'T N 89 46 1 2. 00 W
113 I NV N 89 46 12 `0 W 24.5600 470 A1 E7 2958. 3978 114
114 INV S 0 13 46. :0 W 10.0000 4Es•fi~; ~168 2958. 3577 115
115 I NV N 89 46 12.00 W 426.0700 46Z'i272 2532.2911 116
RAn I AL iV 0 13 48.00 E
DELTA 11 5E 57. OOLT
RAD I US 385. iZi000
TAN 40.2925
L-ARC 80.2926
RAD i AL N 11 43 09.00 W
RP 77.1303 2530.7456 117
116 CHORD S 84 15 19.50 W 80.1472 454. 1049 2452.5464 118
TAN@PT S 7E3 16 51.00 W
RAD T AL S 11 43 09.00 E
UELTA 9 30 35.0ORT
RAD I US 435. 0000 .
TAN 36.1829
L--ARC 72.1995
RAD I AL S 2 12 34.00 E
RP 880. 0373 2;64. 1915 119
118 CHORD S 83 02 08.50 W 72.1167 445. 3E07 `380. 9618 120
TAN@F'T S 87 47 26.00 W
120 IhIV S 2 12 34.00 E 198. 7300 `46. 7784 2388. E234 121
LAT & DEFI -0. 000` --0. 0059
121 HCLOSE S 87 56 22.75 W 0.0059 246. "7'782 2388.6175 18
PREC = 1 TO 1108467 Area 555830.95 sq ft 12. 76012 ac
FROM ANGLE DIST iVORT'H EAST TO
CENTERLINE 1+ZiTH AVE EAST ClF BEIGE Rt]AD
AUTO I14VERSE
S"f AFtT 785. 6525 2899. 6592 74
74 IiVV S 0 13 48.00 W :300. 0000 485.6549 48St3. 4550 79
75 I NV S 89 46 12.00 E 60.0000 485.4140 `958. 4545 80
80 I iVV N 0 13 48.00 E 1 5. 0000 500. 4139 2958.5147 122
LAT & DCP 0.0026 0.0036
122 HCLOSE N 53 57 27.53 E 0.0044 500. 41E5 2958. 5183 61
PREC = 1 TO 85031 iVo Area
FROM AIVGLE D I S7 NC1kTH EAST YO
CENTEftL I1JE TURTI_E CREEK LANE
AUTO I NVEF2SE
START 485. 4140 :=:95f3. 4545 80
80 I NV S 89 46 12.00 E 24.5800 485. 31 54 2983. 0343 87
RAD I AL S 0 13 48.00 W
DELTA 36 27 1 0. OOLT
RAD I US 115.0000
TAN 37.8688
L-AF(C 73.1654
RAD i AL S 36 13 22.00 E
RP - 600. 3144 2963. 4959 88
87 CNORD iV 72 00 13.00 E 71.9377 507. 5410 3051.4525 89
TuNCdPT N 53 4E 38.00 E
RAD T AL N 36 13 22.00 W
DELTA 216 27 i 0. OORT
RAD I US 115.011100
~ .
TAN :49.~~~,s
~
L-ARC 434. 4486
RHD I AL S 0 13 48.00 W
RP 414.7676 3119.4090 90
89 CHORD S 17 59 47.00 E 218. 4E►05 299. 7685 31 18. 9474 91
TAN@F'T N 89 46 1 2. 00 W
91 I NV h! 89 46 12.00 W 316. 2400 301.0380 2802. 7099 92
92 IiVV S 0 13 48.00 W 35.0000 2E►6. 0382 2t302. :,694 93
LAT & DL1=' 0. 00`6 0. ~IZ136
93 HCLOSE N 53 57 27.53 E 0.0044 266. 040$ 280:'. 5730 70
PREC = 1 TO 200319 No Ar,ea
r
.
FROM pNGLE DIS"f NORTH EAST TO
P1753P TURTLE CREEK 3RD AREA TURTLE CRF_EK LANE 1 1--1 `,--2000 D. PERTO
AUTO INVERSE
START 500. 41E+5 2958. 5183 61
E1 TNV S 89 4E 12.00 N 24. 581Z)0 500. 3178 2983. 0981 62
FcAD I AL S 0 13 48.00 W
DELTA ;E+ 27 1 0. OOLT
RAD I US 100.0000
TAN 32.9294
L--ARC 63.6221
RAD I AL S 36 13 22.00 E
RF' , 600. 3170 2983. 4995 E3
62 CHORD iV 72 00 13.00 E 62.5545 519.6445 s042. 59`1 64
TAN@F'T N 53 46 38.00 E
RADIAL N 3E la 22.00 W
DELTA 216 27 10. OOR"f
RAD I US 13tZi. 0000
TAN 394. 7843
L-AHC 491.1158
RAD I AL S 0 13 48.00 W
RF=' 414. 7702 31 19. 4126 65
E4 CHORD S 17 59 47.00 E 24E r"75J3 284.7712 3118.8907 66
TAN@PIT N 89 46 12.00 W
6E I NV N 89 .46 12.00 W 24E. 2400 285.7597 2872.6527 67
RAD I AL IV 0 13 48.00 E
DELTA 90 00 00. OOLT
RAD I US 20.0000.
TAN 20.0000
L-ARC 31.4159
RAD I aL N 89 4E 12.00 W
RP ~65. 7598 ►'87`. 5724 68
E7 CHORD S 45 13 48.00 W 28.2843 265.8401 2852. 57`E 69
~ TAN@FIT 5 0 13 48.00 W
RAD I AL S 89 46 12.00 E
DELTA 270 00 00. Q►ORT
~ RAD I US 50.0000
~ TAIU 50.0000
I L-ARC 235.6194
! RAD I AL hi 0 13 48.00 E
~ F2P 2E6. 0408 2802. 5730 70
~ 69 CHORD N 44 46 12.00 W 70.7107 316.0404 2802. 7731 ll
I
~ TANCdPT S 89 46 1 2. 00 E
I 71 INV S 89 4E 12.00 E 31E►. 2400 314. ?'710 3119. 0112 72
~ RAD I AL S 0 13 48. 00' W
~ DELTA 216 27 10. OOLT
~ RAD I US 1 00. 0000
~
~ TAIV 303. 6803
I L-ARC 377. 7814
I RAD I AL N 36 13 22.00 W_
RF' 414. 7702 3119.4126 110
I 72 CHORD N 17 59 47.00 W 189. 96:,6 495. 44`7 3060.3199 1 1 1
~ TuN@PT S 53 4E 38.00 W
RAD IAL S 36 13 22.00 E
I DELTA 36 27 10. OORT
~ RADIUS 130.0000 TAN 42.8082
( L--ARC 82.7087
RADIAL S 0 13 48.00 W
RP 600. 3170 2983. 4995 112
111 CHORD S 72 00 13.00 W 81.3208 470. 3181 2982. 9776 113
TANCdPT N 99 46 12.00 W
1 13 I NV IV 89 46 1 c. Q►0 W ►:4. 5800 470. 4167 2958. ;97q 114
114 I NV N 0 13 48.00 E 30.0000 500.4165 295t3. 5183 61
500. 4165 2958. 5183 61
Nt7 CL05URE ERROR Area 32429.35 sq ft 0.74448 ac
~
n >
FROM ANGLE U I Sl" NORTH EAST TCl
P1753B TURTLE CREEK 3RD AREA OF TURTLE CREEK LANE 7-19--2000 D. gER'TO
AUTO INVERSE
START 504. 2013 3074. E751 97
RAD I AL N 26 34 34.00 W •
DELTA 206 48 22. OORT
RAD I US 100.0000
TAN 419. 6568
L-ARC 360.9448
RAD I AL S 0 13 48.00 W
RP 414.7E73 3119.4138 98
97 CHORD S 13 10 23.00 E 194.5527 314. 76l31 3119. 01`3 99
TANCdPT N 89 46 12.00 W
99 3IVV N 89 46 12.00 W 316. `400 316.0375 2802.7749 100
RAD I AL N 0 13 48.00 E
DELTA 270 00 00. OOLT
RAD I US 50.0000 TAN 50.0000
L-ARC `35. 6194
RAD I AL S 89 46 12.00 E
RF' 266. 0379 -802. 5742 101
100 CHORD S 44 46 12.00 E T~. 710~7 265.P372 `8~;2. 5738 102
TANC~F~T N 0 13 48.00 E ~
RAD I AL N 89 46 12.00 W
DE L T A 90 tit~ Q~0. t~0 7
RAD I US 20.000
O
TAN 2Q~. t~Q~O
L-ARC 31. 41 5 /
RAD I AL N 0 13 48.00 E
RF=' 265.7569 2.5736 103
102 CHORD N 45 13 48.0 E 28.2843 :~85. 756e =18 E539 104
TANCdP'T S 89 46 1~'. 0~ E
104 I NV S 89 46 12.00 24E+. ;'400 284. 768 ' 3118.8919 1~c~5
RAD I AL S 0 13 48.00
DELTA 21 Q+ 00 35. Q~OLT
RAD I US ' 130. 0000
TAN 485.0020
L--ARC 476. 4969 CV
RAD I AL N 29 46 47.00 W
RP 414. 7673 3119.4138 10E+
105 CHORD N 14 46 29.50 W 251. 1350 527.5996 3054. 8471 107
TANr_dPT S E¢► 13 13.00 W
RAD I AL N 31 51 39.00 E
DEL_TA 35 43 1 5. OORT
RAD I US 50.0000
TAN 16.1114
L-ARC 31.1723
RAD I AL N 67 34 54.00 E
RP 485. 1330 3028. 4542 108
107 CHORD S 40 16 43.50 E 30.6699 504. 2013 3074. E►754 109
TAN~'dPT S 22 25 06.00 E
LAT & DEP 0.0000 -0. ~002
109 HCLOSE IV 79 50 17.54 W 0.0003 504.2013 3074.6751 97
F'REC = 1 TO 6756348 Area 28975.83 sq ft 0.66519 ac
1
. ,
. 7-7
FHOM ANGLE DIST NORTH EAST TO
P1753R TURTLE CREEK TH I RD PLAT POUhIDRY 7-14-2000 D. PERl"O
AUTO INVERSE
START 93s..~'.~` 1'O 3430.9271 4
4 INV N 89 46 12.00 W 739. 6700 93E+. 4902 2691.2631 S
5 I IVV S 0 13 48.00 W 4.5000 931. 9903 2691. 2450 b
E I IVV hl 89 46 12.00 W 252. 0000 933. 0019 `439. 2470 7
7 I NV N 0 13 48.00 E 4.5000 937.5018 2439 . 26 51 8
8 I NV iV 89 46 1 2. 00 W 152.0000 938. 1 120 2287.2663 9
9 I NV S 0 13 48.00 W 125. 0000 813.1130 2286.7645 10
10 INV S 7 04 21.00 -W 50.3600 763. 1362 "80. 5G40 11
11 I NV S 0 13 48.00 W 123.4100 639. 7272 2280.0686 12
12 INV S 83 42 14.00 E 15.0300 638.0789 2295. 0079 13
13 I NV S 89 46 12.00 E - 66.0500 637.8137 2361.0574 14
14 INV S 0 13 48.00 W 14`. 7600 49:,. 0549 `3E0. 4843 15
RAD I AL - S Q+ 33 03.00 W DELTA ` 45 37.0OL.T '
RAD I US 385. 0000
TAN 9.2757
L--ARC 18.5477
RAD I AL S ` 12 34.00 E
RF' 880.0371 23E+4. 1856 16
15 CHORD IV 89 10 14.50 E 18.5459 495. 3233 2379. 0283 17
TAN@PT N 87 47 26.00 E
17 I NV S 2 12 34.00 E 24Ei. 7300 246. 7782 `386. 6175 18
18 INV . S 74 49 00.00 E - 634. 0`00 80.7230 3000.5056 19
19 INV S 73 37 08.00 E 184. 4500 28.7035 3177. 4682 20
20 INV S 70 26 53.00 E 103. E►000 -5. 9674 3275e 0'944 21
21 INV S 68 56 59.00 E 75.9700 -33. 2549 3345. 9946 ►'2
22 INV S 67 22 34.00 E 92.0200 --68. H531 3430. 9337 23
23 INV N 0 00 00.00 E 1002. 1800 933.5269 3430. 9337 24
L.pT & DEP -0. 0058 -0. QttZtEE
24 HCLOSE S 48 22-10. 79 W 0.0088 933.5210 3430. 9271 4
PREC = 1 TO 458774 Area = 905436.13 sq ft 20.78595 ac
24 INV S 48 2;R 10.79 W 0.0088 933. 5210 3430. 9271 4
FROM ANGLE DIS1" NOKTH EAST TO
RLOCK 1 SIDELINES
AUTO INVERSE
START 93E+. 4902 2691.2631 5
5 INV S 0 13 48.00 W 4.5000 931. 9903 2E91. `450 6
E INV N 89 46 12.00 W `~.lar ='C'`'.Q+000 933. 0Q+I9 2439. 2470 7
7 INV N iZt 13 48.00 E 4.5000 931. 5018 2439.2651 8
8 I NV N 89 46 12.00 W 1 52. 0000 938.1120 2287. 2E63 9
9 INV S 0 13 48.00 W 125. ~000 8-13. 1130 2286.7645 10
10 I NV S 89 4E 12.00 E 568.0000 81 0. 8329 2854. 7600 25
RAD I AL S 0 13 48.00 W
DELTA 90 00 00. OOLT
RAD I US 20.0000
TAN 20.0000
L--ARC 31. 41 59
RAD I AL S 89 46 12.00 E "
RF{ 830.8327 2854.8403 2E
25 CHORD N 45 13 48.00 E 28.2843 830. 7525 2874. 8401 27
TAN@PT N 0 13 48.00 E
27 I NV N 0 13 48.00 E 1 05. 0000 935. 7516 2875.2616 28
28 INV N 89 46 12.00 W 184. 0000 936. 4902 2691.2631 29
936. 4902 2691. `631 5
tV0 CLOSURE ERROR 72280.16 sq ft 1.65932 ac
FROM ANGLE DIST NORTH EAST TO
gLOCK 2 SIDELINES
AUTO I hIVERSE
START 763. 1362 22BQ+. 5640 11
11 I NV S 0 13 48.00 W 123.4100 639. 727` 2280. 0ht36 12
12 I tVV S 83 42 14.00 E 15.0300 E38. 0789 2-295. 0079 13
13 IIVV S 89 46 12.00 E 66.0500 637. 8137 2361.0574 14
14 I NV S 0 13 48.00 W 142. 7E00 495. 0549 23E0. 4843 15
RAD I AL S 0 33 03.00 W
DEL"f A 12 16 12. OOLT
RAD I US 385. 0000 TAIV 41.3825
L-ARC 82.4485
RAD T AL S 11 43 09.00 E
RP 860.0371 2364.1656 30
15 CHORD iV 84 24 57.00 E 82.2910 503. 0E`5 `442. 3848 31
TANCdPT N 7816 51.00 E
RAD I AL N 11 43 09.00 W
DELTA 11 5E 57. OORT
RAD I US 435. 000Qi TAN 45.5253
L-ARC 90.7203
RAD I AL N 0 13 48.00 E
RF' 77.1301 ; 530. 739g 32
31 CHORD IV 84 15 19 . 50 E 90.5559 51`. 12bE 2532. 4860 33
TANCdFIT S 89 4E 12.00 E
33 I NV S 89 46 12.00 E 321. 0?'00 510.8377 .2853. 55;4 34
RAD I AL S 0 13 48.00 W DELTA 90 00 00. OOLT
RAD I US 20.0000
TAN 20.0000
L-ARC 31.4159
RAD T AL S 69 46 12.00 E
RP 530.8375 2853.6337 ,J
34 CHt]RD N 45 13 48.00 E 28.2843 530. 7573 2873. 6335 36
7'ANCdPT N 0 13 48.00 E
36 I NV N 0 13 48.00 E 210.0000 740. 7556 2874. 47E5 37
RAD I AL S 89 46 12.00 E
DELTA 90 00 00. OOLT
RAD I US 20.0000
TAN 20.0000
L--ARC 31. 41 59
RAD I AL N 0 13 48.00 E
RP 740.6359 2854.47E+6 38
37 CHORD iV 44 4E 12.00 W 28.2843 7E0. 8357 2854.5569 39
TANCdF'T N 89 46 1 2. 00 W
39 I NV N 89 46 12.00 W 574. 0000 7E+3. 1399 2280.5616 40
LAT & nEFI -0. 00;37 0.0024
40 HCLOSE S 33 05 12.64 E 0.0044 763. 1362 2280.5640 11
PREC = 1 TO 383397 At^ea = 139707. 19 sq ft 3.20724 ac
ROM AiVGLE D I ST NOR"i"H EAST TO
HLOCK 3AC]TDEI~VE-RSE
START 246. 778: `388. 6175 1 R
18 INV S 74 49 00.00 E E34. 0200 80.7230 300tZ1. J0J6 19
19 I NV S 73 37 08.00 E 184. 4500 28.7035 3177.4682 20
20 I NV S 70 26 53.00 E 103. 6000 --5. 9674 3`75. 0944 21
21 INV S 68 5E 59. 00 E 75.9700 -33. 2549 3345.9946 22
" I NV S 67 22 3 )0 E 89.8500 -6 - C184 3428. 9307 41
41 I IVV N 0 00 00.00 E 1001. 3500 920_ 4531 E 34►-'8. 93Q17 42
42 IiVV fiV 89 46 12.00 W J0;3. 6700 935. J5,3J 2925.2647 43
43 I NV S 0 13 48. 00 W 105. 000Q+ 630. JJL13 `924. 8432 44
RAD I AL N 89 46 12.- k 0 W DELTA 90 00 0 tOLT '
RAD I US 20.0000
~
TAiV 20.0000
'
L--ARC 31. 41 59
F2AD I AL S 0 13 48.00 W
RF' 830. 4740 `941►. 8431 45
44 CHORD S 44 46 12.00 28.2843 810.4742 `944. 7628 4E
TAN@F,T S 89 46 12.00
46 I NV S 89 4E 12.00 288.'9400 8~9. 3143 3233.7005 47
RAD I AL S 0 13 48.00 ~p
DELTA 31 00 i 0. OO RADIUS 20.000b
TAN 5. 54 L-ARC 1 o. 8`t
RAD I AL S 4E 22.00
RP 829.3142 3233. 7807 48
47 CHORD N 74 3 43.00 /0. 812.1301 3244. 0134 49
T~1NCdF~T N 59 1 38.00
RAD I AL. N 30 46 22.00
.
DELTA 275 37 ~3. OQ+R ^
~
RAD I US 0.000
TAN 4 .316
1
L-ARC 24 .5289
~
RAD I AL S 64 51 11 2~0 W /
RF~ 769.16 ~E9 .-95:~ 5Q~
49 CHORD S 17 24. -0 W 67. 1' 74709~' 9 .s ' .3341 51
TAN~dFIT N :5 08 49. W
RAD I AL N ~+4 51 11.0 E
DELTA 64 37 23. 00L -
RAD T US 20.0000
TAIJ 12.6491
L--ARC 22.5577
-
RAD I AL N 0 13 48.00 E
RP l 7'39. 4241 32fi6. "97 52
51 CHORD iV 57 27 30.50 W 21. 8k 9 759. 4239 3206.3100 53
TAhII:dPT N 89 4E 12.'00 W
53 I NV IV 89 4E 12.00 W 261. 0 7E0. 474E `9~f4. 5621 54
R(~D I f~L iV 0 13 48.00 E i',
DELTA 90 00 00. OOLT
RAD I US - 20.0000.
TAN 20.0000 L-ARC 31. 41 59
RAD I AL N 89 46 12.00 W
RP . 8 2944.4818 JJ
54 CHORD S 45 13 48.00 W 28.2843 40. 51 2924. 4820 56
TAN@FIT S 0 13 48.00 W
5E I NV S 0 13 48.00 W 21 0. 0 -0 J568 2923. E+390 57
RAD I AL iV 89 46 12.00 W -
DELTA 90 00 00. OOLT
RAD I US 20.0000
.
TAIV 20.0000
L--ARC 31.4159
RAD I AL 5 0 13 48.00 W
Rt=' S30. k7~5 2943.6388 58
57 CHORD S 44 46 12.00 E 228.2843 510. 4766 2943.5585 59
TANr_dPT S 89 46 1 2. 00 E I S,OV
59 I NV S 89 46 12.00 E Z-? . ~8-oo 510.3507 2974. 9383 E0
RAD IBL.5
~5'E L T A 4S . r~ T S 00 ~ I3
RAU Y uz:~ . 000 v L , a
TAIV~` ' 9.3250 v$~ [C° '2- ~ Zy 5~C
--A~C 17.4515
S 4-'~0 60 E
RP` 530.3505 `97J. 0186 61
60 CHORD N 65 13 57. 50 E 16.9031 51?'. 4319
TAFV&PT N 40 14 07r 00 E
Ri"1D# T7L N 49 45 53.00 W
I ~~~TA 279 59 22■ OOi'ST
I fSALf IUS 50* 0000 °
I TA1V 41.9626
I Lr..'~~~ 244.3369
II FiF1D IAL S 50 13 29.00 W
I RP -F85i 1355• 3Y,28r 4Lj65 63
I 6F.. LJHWRD s S.' 13 '78■ 00 1F+R 64.2858 453lf 1466 2990r 02?75 64
I ~ 39 46 314 00 W
li RADIAL ~ 50 13 29.00 E -
'I DELTFI 49 59 ~ ~ ~ ~OLT ,
I RA~ IUS 20.0000
TAM 9. ~ /1000~
L-ARC 1 7. 4 1 -
FS !"F D1 C'f L i V ~ i 48r 0
RP ~ ■ ,1,.! l 1 2974.6573 65
64 L.rHUT4LI N 64 "'4 ' 21• 5Y.~ 1 c ~L~ ~ .3509 {L 7~f't . !rJ74 66
' ~F'fdF'°~ N 89 4 12.00
~ ~ 62. 271 2532, 2811 67
66 I ~!V h~ E~9 4 12.00 W 44' ~+00
Rl~DT f~L h~ 0 t 48.00 E
DEL~"A 11 5, 57.~LT
Rl~~? I S ~0 0 -
TA~1 r-' 5 ~
2
L-~ARC ~3
F~F~DIAL N 1~. 4
Ri~ . 1302 2530. 7356 6~fi
P~ 7 CHL~~iD ~i 84 f ~~3 k~ \80.1 l 4V.1048 2~+52K53~a4 ~►9
~'{~N~~~'' S 7`6 1 s~. 0 W
RADIAL 11 4 09.00 E ,~~~~A cl 3 35.OORT ,
' RADIUS 435.0000
TAN 36. ~ 8'29
I L-ARC 72.1995
I RADIi~~ ~ 2 1 34.00 E
RP 880.0372 2364.1815 70
I 69 CHORD S 83 02 08.50 W 72.1167 445o 3606 2380.9518 71
I T~N@F'T S 87 47 26.00 W
71 I NV s 2 12 34~ 0~ E 1980 7300 246. 7783 2368. 61;4 72
LAT & DEP -0.0001 0.0041
72 HA..rLOSE S 88 29 36.12 E 0.0041 246■ 778a 2388.6175 1LJ
P'REC _ ~ TO 1199174 Ai"'ea = 579271.12 ~'sq ft 13. 2~~2-4 c'1c
F ROM ANGL~ ~IST NORTki EAST TO
CENTERLFNE BEI GE RflAD TNEld 1V IhlTH CdkJRT
I AUTD I NVERSE START 933.5210 3430.9271 4
4 ~~V N 69 46 12.00 W 530. 6,7'00 935. 6513 2900a 2614 73
73 INV s 0 13 46.00 W 150. 0000 785. 6525 2$99. 659~ 74
74 '7:hIV ~ 89 46 3 2. 00 E 370.000.0 764. 1 672 3269.6563 75
.75 IhiV s 0 13 48.00 W 15.0000 769.1673 3269.5961 76
~ ~ ~ ~ ~ EP 0.0026 -'F' II Tn' 009
76 HCL~~~ N 18 39 40e 72 W 0.0028 769.169c) 3269o 50
PREC = I T4 384658 No Area
F ROM ANGLE DIST NQRTH EAST l'O
~ CENTER1... Ii~~ ~TH AVE
AUTO INVERSE
START 785.6525 2899. 659~
~ 74 IN~ ~ 46 12,_00 W 616.0000 768. 12-152 21 ;~'6 3. ~~C, 4 a 77
77 I NV N 7 04 2 10 E 25.1800 81-- ,11~~ 2286. 7645 78
~
f ~
bw AT 15' DEf f -Yw` R Yr"007 0.0000
78 HCLOSE S 3 30 21.57 E 0.0007 813. 1 130 2286.7645 10
PREC = 1 TO 979649 Na Area -I FROM_ e... r.,, T,.,., ANGL= DISTi =NOR IH _ M.. _ _ EAST = _ _ ~ TO
II CENTERLINE IOTH C~~~T ~
I AUfiC] f~lVEF~~~
STF1Fd~f < ~i.652 ~ 9.6592 74
74 I ~IV S lZ~ 00 ~i 5e2 .0000 ~}85o 6549 2898. 455k~ 79
79 INU s 6 12.00 E . ~'O, If 4~+~ ~~'0 3~+28.45;~9 80
..........,..............._...._,__~v~~:~s.~e~~~' ~-3
LPT & DEP' 0.0025 0.0025
80 HCLC~~E N 4S 03 12.44 E 0.0036 4850 1356 3028.4565 63
PREC = I T~ 120206 No Ax~~a
FROM ANGLE DIST N~RTH EAS7' TO
CENTEi~~ ~ ~E 10TH AVE WEST ,
AUTO INVERSE
STpRT 485. 6549 `898. 4550 79
79 I NU N 69 46 12.00 W 366p 0700 487a 1244 2532. 38'7~ at
PR ADIh'F L N 0 13 48.00 E
DELTA- It 56 57■ 00L d
RAD1 #.3S "'t 10■ 00iL~~
~AN 42.9089
L-ARC 85.5064
RADI ~ 11 43 09.00 ~
~~I 77M la77 2530.74~l 82
I 81 CH~RD S 84 15 19.50 W 85.3516 478.5812 2447.4650 83
I TAN@PT S 78 16%,51. 00 w _
I RADIAL 5 11 43 09M0~ E
DELTA 9 30 35a 00RT
RAE) I US 410.0000
TAN 34.1034
i L-AR~ 68.0501
I RAD I AS 2 12 34 p 00 E
I RP 880. ~~47 2364. 1879 84
II 83 CHORD a.S 83 02_ OB. ~ 67. 97a1 4 '70. 3393 2379. 9944 83
I ~AN@PT 6 87 47 26.00 W ~
I 85 INV 2 12 34.00 W 25.0000 495.3209 P-379. 0306 9E%
5 LAT & DEP 0A ~~a4 -O. ~OE3
II 86 W~~~~E N 44 16 52.16 W 0.0033 49,,.t. 3233 2379.0283 17
F'REG ~ ~ 163624 IVo Ar-~~~
~~GLE DrSr NaRTH EASr TO
CEhITERL F fVE TURTLE CRF_EK LpNE
A4JTa FNVERSE
START 4650 1 33CA 3028, 4539 so
80 INV N 50 16 52R 00 E 50.0000 517. 0841 3066« 9134 87
RADIpL N 27 09 47.00 W DELTA 207 23 35. OORT -c)
RADIUa 115. 0000 ~
~'A~ 47~.. 87~,~ ~ ~""9d
L-A~~ 416.2645 15
RAD IAL S 0 13 48.00 W
RP' V4.7673\' 3119 88
87 C.~ORD S 13 27 59a 50 E 42 ■ 45 6 299.7663 ~ 1 a ,_d2J0 C7~~
TAE~~~~~T N $9 46 12.00 W
89 INU N 89 46 12.00 W 331 .2400 301. 0377 `802. 7i46 90
90 INV s 0 13 48.00 W 3 .0000 266.0380 2802.5741 91
91 INV S 56 13 48.00 ~ i 2. 110Q71 209. 2791 2717.6925 92
92 INV N 74 49 00.00 W 112.9300 i-238. 8564 2608d 7+~46 93
93 INV N 0 13 48.00 E 97.9600 336.8156 2609. ~97~ 94
94 ih1V S 80 45 05.00 W 225. 4900 300.57522 ;R386. 539` 95
95 I N~ ~ 2 12 ,4.00 E 53.8400 246.7752 2368.6148 96
~
LF1T & DEF' 0.0030 0.0026
9E HCLOSE N 41 22 19. `E E 0.0040 24E. 7782 2st38. 6175 18
F'REC = 1 TO 351995 No ArEa
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