4TH E 6321 CATHERINE JOHNSON COURT 36 UNIT ASSISTED
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_ c T~ ~ . , ; T 4TH AVE E 6321
~ DATE FINAL EN~GINEER' S RE~~W SHEET D
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~ G. PERMY i': ,x~~ -or -FILE -95
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Related File # 7
Date to Review 04/19/95 Time 10:00 # PRE-APPLICATION
Date to AA & DR Time
Date Received 04-07-95
Project Name CATHERINE JOHNSON COURT 36 UNIT ASSISTED No. Lots No. Acres
R2tnge - Township - Section
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SITE ADDRESS, 4TH AVE E 6321 . PARCEL # 36242.1305
Applicant's Name ANN MARTIN/GLENN DAVIS HEYLMAN MATIN ARCH Phone # 838-2707
Address 100 N PARKADE PLAZA Work #
Dates Conditions mailed
Contract person Phone #
FLOOD ZONE No W S School
Engineer / Surveyor's / Architect's Name
Planning Contract Person Phone # 456-2205
Date Submitted Description Initials
/_J~ AGREEMENT TO PAY FEES OR PRIORITY FEE COMPLETED & COPY TO APCOUNTING
FINAL PLAT FEES COMPLETED & COPY TO ACCOUNTING
g y /9U- NOTICE TO PUBLIC # 13 4OOMPLETED - OR NEEDS TO BE SIGNED
Ss-' /Lc/ DESIGN DEVIATION SUBMITTED
ALTERATION TO PLAT - BLOCKS -LOT9
BOND RELEASED - ROAD & DRAINAGE IMPROVEMENTS
HEARING EXAM APPROVED DENIED- APPEALED BBC / PROJECT APPROVED DENIED
J
BOND QUANTITIES FOR DRAINAGE ITEM CALCULATBD
STAMPED MYLARS TO PERMIT TECHNICAN (SYL/SUZANNE)
STAMPED 208 LOT PLANS TO ADMINISTRATIVE ASSISTANT (SANDY)
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PROJECT NUMBER= 95005753 ~ APPLICATION DATt- 07/31/95 PAGE= 01
I THIS IS NOT A F',RMITT
PENAI,TIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
i
SITE STREET= 6321 E 4TH AVE PARCEL#= 35242.1309
ADDRESS= SPOKANE WA 99212
PiRMIT USE= 36 UNIT APARTMENT COMPLEX FOR LOW INCOME FAMILIES
~ PLAT#= 999999 PLAT NAME= RANGE
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BLOCK= LOT= ZONE= UR-22 DIST#= S
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~ AREA= 00000001 F/A= A WIDTH= DEPTH= R/W=
' #!OF BLDGS= 1 # DWELLINGS= WATER DIST =
~ OWNER= SPOKANE HOUSING VENTURE PHONE= 509 484 6733
STREET= 525 E MISSION
i ~ ADDRESS= SPOKANE WA 99207
~
CONTACT NAME= GLENN DAVIS PHONE NUMBER= 509 838 2707
BUILDYNG SETBACKS: FRONT= 46 LEFT= 15 RIGHT= 15 REAR= 15 '
REVIEW INFORMATION ***********~*****~*********~.t
DEPARTMENT REVIEW REQUIREMENT
BUILDING REVIEW COORDINATOR - D DOMPIER
COMMENTS:
BUILDI;NG PLAN REVIEW REQUIRED
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; CONlMENT S :
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BUILDIFNG ZONING/SITE REVIEW
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~ CONIMENTS :
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SEPA REVIE ENVIRONMENTAL REVIEW REQUIRED
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COMMENTS:
ENGINEER SITE DRAINAGE TO BE REVIEWED .4-~ /Q- J-~j►'f'
C ONXM E N T S: h-c~ . J ~~i~- d
/ / 44e(6
HEALTHDIST NEW OR ADDITIONAL WASTE WATER qAW
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COMMENTS:
~ ; .
( PLANNING SITE PLAN REVIEW REQUIRED
:
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PROJECT NUMBER= 95005753 APPLICATION DATE= 07/31/95 PAGE1= 02
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COMMENTS : i
UTILITIES W/IN PRIORITY SEWER AREA '
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COMMENTS:
' n
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FIRE DISTR FIRE FLOW TO BE REVIEWED a ` `4e ~-_b--- -7 r
COMMENTS : r
BUILDING PERMIT
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CONTRACTOR= OWNER PHONE=
NEW= X REMODEL= ADDITION=CHANGE OF US,E=
DWELL UNITS= OCCUP. LD= BLDG HGT= 36 STORIES= 3
BLDG W X D= ~176 X 43 SQ FT= 36312 SPRINKLER= N
REQ PARKING= 36 #HANDICAP= CRITICAL MAT= N
DESCRIPTION GROUP TYPE SQ FT VALUATION
APARTMENT R-1 V 36312 1688871.12
ITEM DESCRIPTION V'v SlRlNKcQUANTITY FEE AMOUNT
- tilit;wF
COMMERCIAL VALUATION Y 4917.50
Y 3196.38
. NVIR - Y 75.00
STATE SURCHARGE Y
ENGINEERS REVIEW 1 " 50.00 COMMERCIAL SURCHARGE Y 1460.50
ZOCD-MULTIFAM. ZONE; 125 35 215.00
ZOCD-APARTMENT UNITS;125 36 396.00 ~
,k*****,k*~~**~***~****,4,k******** PAYMENT SUNIlMARY ***~r~***~~r~,kkk,t~*,k**ytyt**~r**~t
PAYMENT DATE RECEIPT# , PAYMENT AMOUNT
. ~
07/31/95 00006900 3932.00 E
TOTAL DUE= 6382.88 TOTAL PAID= 3932.00
PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING
BUILDING PERMIT 10314.88 3932.00 - 6362.88
10314.88 , 3932..00 . 6382.88
PROCESSED BY: DAWN DOMPIER
PRINTED BY: WENDEL, GLORIA '
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THANK YOU
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~ RECEIVED
M AY 0 3 1995
REPORT OF 4/19/95 PRE-APPLICATIO\ CONF'ERENCE SPOKANE COUNTY ENGINEER
6321 E. 4th Avenue - 36 uuit ap-irtment complex
~ NAME ~ ADDRF.SS ~ CITY ~ STATE ~ ZIP I P(iONE ~ cotv'r'AtT
OWfYER ISpo Housing Venturo 1325 E. Mrmion Ave ~ Spokane I WA I 99207 ~ 484-6733 ~ X
CONTACI' I Hclca Stevcnem 1325 E. Miaeion Avc ~ Spokane I WA ~ 99207 4846733 ~
ARCHITECI' ~ Heylman/Martin Arch 1100 N. Parkade Plam ~ Spokane I WA I 99'~1 836-2707 ~
STATE E[VVIRONMENTAL POLTCY ACT (SEPA)
1n accordance with the Washington State Environmental Policy Act (SEPA) WAC 197-11-310 a ihreshold determination is required
to be isaued by the Division of Buildings. An environmental checklist needs to be pcepared and submitted th assist the Division of
Buidings in making the theeshold deterntination for cicculation to agencies of juriadiction.
PERMTI'S CAN NOT BE ISSUED UNT[L AFI'ER THE ISSUANCE OF A THRESHOLD DETERMINATION AND A 15 DAY
PUBLIC COMMENT PERIOD.
A $75.00 fee is required to initiate the environmental mview.
PRO.TF,CT OVERViEW
Applicant proposes to construct an affordable housing apanment complex. This complex will have a totsl of 36 units, including
8 Type A disebility units. Applicant anticipates a therapy room and meeting area, 38 parking stalls and connection to public
sewer and waler.
SUMMARY OF PROPOSED
oow-
I.AND USB PMA' OONST }1RE
PARCE1. ZONB ACIIONS TYF'6 BUIID[NG USB SQ.frI'. GROW 7YF'B F1.OW WA7FR PURVSYOR / P(IONE
352421309 ~ UR-22 I Z&107-48 I Nc,v IAte- 30500 ~ R-1 I V-Ihr I 3500 I6nu Soolmne W. Dix++a
I ~ I I ~ I I I
DISCUSSION TOPICS
(clanficetions, edditione, aid corrocCans to written commentsl
DIVISION OF BUILDINGS ZOMNG REVIEW (456-3675) CONTACT: LORNE LAKSHAS
+ Written comments were prepared & a copy given to the applicant.
* Submit a copy of the utle notice, to verify that the project ia low income housing.
* Verify comect paroel boundariea.
* S% of parking is required to be marked as guest parking.
* Cleerview triangle is required for this site.
ENGINEERING & ROADS (456-3600) CONTACT: PAUL LENNEMANN
* Written comments were prepared & a copy given to the applicant.
+ RID agreement is reyuired for 4th and Eastern.
' Subcnit a copy of a recorded propeRy deed.
• A sight and atopping distence analysis from a licensed engincer is requieed.
HEALTH DISTRiCT (3241560) CONTACT: DARYL WAY
' Kitchen in eecreation center shell not be used for any kind of commercial use.
+ Critical Materials List is required for this site.
' Locate and properfy abandon any existing septic tanka.
* Provide a decommissioning ceRificate (for the existing well) from a licensed well driller
* Contact Valley Gacbage Service regarding location of dumpster, to allow turnaround for their vehicles.
• All construction debris must be taken to e licenscd disposal facility; no on-site burning or burial will be authorized.
FIRE DISTRICT NO. 1(928-2462) CONTACT: PAUL. CIIASE
• Fire access lanes need to be esiablished.
* Knox box is required for thia site.
• 1 fire hydrant is required if the building is sprinklered and 2 fire hydcants if it is not.
DiV1SION OF BUILDINGS PLAN REVIEW (456-3675) CONTACT: BOBBY STONE
• Written commenta were prepared & a copy given to the applicant.
• For inforniation on the Americans with Disabilities Act, call 1-800435-7232.
• Effective 4/1/94 all commercial projects shall demonstrate compliance with the Nort-Residential Energy Code.
• Submit a Critical Materials List.
* Contact Bobby Stone regacding questions on the fire sprinkler system.
• See Section 3306(k) - Exterior Stairway Protection.
SEf REVEASE fOR PERM/T RELfASE RFQUIRfMfMS
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PERMIT RELEASE RF.QUIRENiF-TV'I'S
Pluue submit seven (1) seu ojrevtse,d siu, drainage, and landsaape plans pl,cs three (3) canplue seu oJcanstrucdm dnawings to
the Departrnaer of Buildings for acybeowidganmt and dispibution m all the appropriate agenciGS. In orde-r jor a!l agaicies
to eqeditiously proctss your praject, it is important lhat submipals include all necessary drwwings and documaus m insure
that review of yaur project is campkted in the leasl amowu of 1imc Documenu should include.• buildin8 address and legal
descriptiavc ojproperty.
Spokene County'• P►oject Revbw Coordinator will be Dewn Dompier at the Div. of Buiklinp• 1466-36761.
ZONINO EMafNBERS HEALTH FiRE BUILDINOS
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2 1 IClear view triemle at u►Rrese/eRresa M X
3 ~ lGlubinR nround landscaPing N X
4 ~ IDimcnsion travcl lanca N X I I I
5 Exterior lighting/direction of illumuution M X
6 I I F..xterim rtifuse arcas + acrc«ning X I I I 1
7 ~ ~P-cterior stome areas X
8 ~ ~Fcncc locetion, hcight, dt type M X
9 ~ ILandscaping of pnricing lot ~ X
101 15 fcct'I"ype IIl landscaping alatR adjaccot roadways ~ X
11 I I I.andscapicg (location, speciea, sizz) N X
12 ~ ~Parcel boundary dimansiana and leqal description N X
13 ~ ~Buildreyg coverage calculatioo ~ X
141 IPerking & craffc circulac►«, ptsn I x I I I I
15 ~ iParicing stalla (number, atriping, dimcasion, directional arrow+s) X
16 ~ 1 Paving X
17 1 ISctbacka M X I I ~
18 1 ISiznagc (location, hcight, dt squarc footaRc) M X I I ~
19 ~ ITraffic conVol dtvicea X I ~
20 ~ lUtiliry location ~ X I I ~
21 ~ 1 DrainaQdelope of loadinR dock end/or roofa M ~ X I I ~
22 ~ 1 Drainagc plan (awales, dryweUs, calculations) M ~ X
23 1 lDrivcwaya 8t aU road approachw M ~ X
24 ~ 1 Fire hydrants (location & nunber) X ~
25 ~ IFire lanw/accesa
26 ~ 1 Handicap par", atalla dt accesaways ~'into Bt within bld~.) X
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27 1 lIrrinatioa aYstan Plans M X I ~ ~ I
28 ~ 1 Nurscry cstimatc M X
29 ~ 1 Promissory letter fat landscape trquiremeata M X
30 ~ lARrremant to paY foea 8t minimum rcquirancnts list N ~ 3C
31 1 lApproach pemiit far acceaa to county roads N ~ X
32 ~ lRecorded PropeRY detd ~ X
33 ~ 1 R[D AQrccment for fuwre raad improvanants ~ X
34 ~ ICritical Metcrials list X x
35 ~ 1 Lock (Knox) box eaW system form X ~
361 ISEPA N X
37 ~ ISpeciel Inapcctiaa forma X
38 ~ ISpecial NREC P1en RcviewuMspxtor X
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401 Cortstructioa drawinRa 8t kitchcn cquipmcat schcdule X
41 1 lDesiga apccifications of existinl;/proposcd building X
42 ~ 1 PrerV dctails/catculetions X
~ 43 ~ IPire sprmkler/alarm aYatem M ~ ~ N X
44 ~ ~Hcating, vcntilation & air cooditioning draainRs X
45 PlumbinR dataile X
46 ~ IStructural drawinRs aith ad stamps 8t calculations X
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L_S_-tFtura oi Coordina~or V Signatura of Plan Reviewer
Project No:
Page 1
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OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
Project:Johnson Court 36 Unit Assisted LivingDate:4-19-95
Address:6321 E. 4th. Ave. Ref No.895060
Parcel No:35242.1309 Review Pre App
The County Engineering Department has completed a review of
the above referenced project. The following information must be
provided in order for us to proceed with our review.
A) For any new impervious surface area a drainage plan
for the site shall be prepared in compliance with
Spokane County "Guidelines for Stormwater Management". At
a minimum the plan must contain:
1. Drainage calculations for stormwater volumes
generated on site.
2. Calculations for total impervious surfaces
contained within the site.
3. Finished grade elevations for structures to be
constructed on site.
4. Finished grade elevations at the top and bottom of
the 208 swale.
5. A typical cross section of the 208 swale.
6. Calculations to justify the number and type of
drywells proposed.
7. Elevation of drywell inlets where applicable.
8. Copy of the proposed landscape plan.
B) The subject property is affected by the "Findings and
Order" and the "Conditions of Approval" for the following
land use action:
Spokane County Zone Change No. ZE 107-48
C) The following improvements within adjacent Right of Way
are required prior to the release of a building permit:
1. You must submit road and drainage plans for street
improvements. These must be prepared by an
engineer. Plans must be prepared for the following
streets:
a. 4th. Ave. Typical Roadway Section #1
b. Eastern Rd. Typical Roadway section #1
All required construction (sidewalk/curbing/pavement) within
the Public Road Right of Way is to be completed prior to the
release of a building permit or a financial guaranty in an amount
estimated by the County Engineer to cover the cost of
construction or improvements shall be filed with the County
Engineer. Required plans are to be submitted prior to estimating
the amount of the financial guaranty or permit release.
2. As an alternative to the required road improvements
the County will accept an RID/CRP agreement
"Notice to Public No. 6" on the property.
Page 2
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3. Please submit a copy of a recorded property deed
from the Auditors office for the subject property.
Upon receipt of the deed our staff will prepare the
right of way deed and/or the RID/CRP agreement.
4. Approach permits must be obtained, after a site
plan has been approved, and before the issuance of
a building permit, from the County Engineering
Department for any new or improved driveway
approaches to the following streets:
a. 4th. Provide a sight/stopping distance
analysis calculated by a licensed engineer.
D) Insufficient information was submitted with the proposal.
We are unable to proceed with our review. We will need
the following before we can proceed:
1. Site Plan.
2. Drainage plan as specified.
3. Other information:
a. A parking and traffic circulation plan shall
be submitted and approved by the Spokane County Engineer. The
design, location and arrangement of parking stalls shall be in
accordance with standard traffic engineering practices. Paving as
required by the County Planning Ordinance, will be required for
any portion of the project which is to be occupied or traveled by
vehicles. It is illegal to back out onto the Right of Way.
E) Utility Condition: Permittee is responsible for arranging
for all necessary utility adjustments or relocation as
required for completion of the improvement.
F) The owner of the property or the authorized
representative must complete and sign Spokane County
Engineers "Agreement to Pay Fees". This document must be
returned to the County Engineers Office. Plan review will
not be completed until this document is executed. This
document is attached to these comments. Please return
the completed Agreement to your contact person at the
Engineers Department.
The applicant or their representative is responsible for
including each item that is marked "Required By This Project" in
their submittal in accordance with the checklist descriptions.
Each item submitted that is to meet the checklist shall be
checked off by the applicant or their representative. Submittals
which do not conform to the above requirements will be returned
for further items with no review being accomplished. This will
prolong the review process. If changes occur in the requirements
for the project because of further conversations with Spokane
County representatives, please attach a note explaining the
agreed upon change in requirements. When the applicants'
submittal is finally approved, the Engineers department will
release their portion of the Building Permit.
Your contact person at the County Engineering Department is
Paul Lennemann, 456-3600.
a I
REVIEW COMMENTS
SPOKA.NE COUNTY ENGINEER
DEVELOPMENT ENGINEERING SERVICES
PROJECT #:B95060 REVIEWER:Katherine Miller
PROJECT NAME:Catherine Johnson Ct. DATE:Aug 11, 1995
ADDRESS:6321 E. 4th Avenue REVIEW #:1
CONIlKENTS
GENE RAL :
. 1. During the Pre-Application meeting on 4/19/95 a sight/stopping
distance analysis calculated by a licensed engineer was requested
by the Engineers Dept. A complete review of this project can not
be completed until this information has been submitted.
NOTE: Our files indicate that WSDOT requested a copy of the
proposed project. Please confirm with Greg Figg of WSDOT.
2.A cop y of the recorded property deed was also requested at the
pre-app. An R.I.D. agreement will be prepared by our staff after
the deed has been submitted.
Engineers:
3.The Guidelines for Stormwater Management states that the minimum
pipe slope is 0.5% with a minimum velocity of 4 fps. Please submit
revised calculations concerning this change.
4.Please provide both a swale and drywell detail for the proposed
structures.
S.Dimension the Right-of-Way for both roadway.
6. Approach Permit
1
REV I EW CONIlMENTS
SPOKANE COLTNrI'Y ENGINEER
DEVELOPMENT ENGINEERING SERVICES
PROJECT B95060 REVIEWER:Katherine Miller
PROJECT NAME: Catherine Johnson Ct. DATE: September 6, 1995
REVIEW 2
COrIl►EN'TS
1. Please indicate a type 4 drywell lid. For future reference,
this department has requested that the County Standard drywell
detail be placed on the plans instead of calling out a sheet
number.
2. The design deviation was approved on the condition that the
sediment traps are made deeper than shown on our standard drawings.
Please make a note on the plans that traps shall be at least 0.5ft
deeper than standard. See attached copy.
3. Final sight distance submittal.
4. Approach permit, RID signed and returned.
Page 1 of ~
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SPOKANE ENVIRONNTENTaL ORIy1.1~TANCE ACCEPO"mED
ACCEPTANCE
DATE of DNS: August 17, 1995
FILE NUMBER: 95005753
LOCATION OF PROPOSAL: 6321 E. 4th. Ave. Spokane Washington 99212
DESCRIPTION OF PROPOSAL: To construct a 36 unit apartment complex for low income housing
PROPONENT: Spokane Housing Venture 525 E. Mission Spokane Washington 99202
RESPONSIBLE OFFICIAL: James L. Manson, Director
c/o Thomas L. Davis, Code Compliance Coordinator
Spokane County Department of Building and Planning
1026 W. Broadway
Spokane, Washington 99260 (509)456-3675
The following attached comment(s) become part of the checklist in accordance with Section 11.10.160 of the
Spokane Environmental Ordinance and adopted policies:
Comments received from Spokane County Air Pollution Control Authority.
A copy of this Comment Acceptance to the Environmental Checklist was mailed to:
Applicant Spokane County Health District
Mr. Glenn Davis Environmental Health
Mr. David Swink
Spokane County Engineer's Office
Mr. Bill Hemmings Fire District No. 1
Mr. Paul Chase
Washington State Dept. of Ecology
Environmental Review Section Washington State Department Ms. Barbara Ritchie of Social & Health Services
Water Supply and Waste
Spokane County Air Pollution Control Authority Mr. Tom Justus _
Mr. S. Edward Hayes
Date Signatu(e,,
k k ~k k k k k ~k ~k k ~k k k k k k k k k ~k k k k k k k k * k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k yk k k k k k k k k k k ak k k ~k k k k k k k k k
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-SPOKANE COUNTY
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C~ CLEA1~~~~e A[ AIR POIlUTION
sP- K A N E CONTROI AUTNORITY
WEST 1101 COLLEGE, SUITE 403 • SPOKANE, WA 99201 •(509) 456-4727 Fax (509) 459-682$
Date: August 17, 1995
. To: Thomas Davis
Spokane County Division of Building and Planning
From: S. Edward Hayes
Spokane County Air Pollution Control Authority
Subject: SCAPCA COMMENTS REGARDING : File Number 95005753
Thank you for the opportunity to comment the environmental documents submitted to our office.
Following is a list of concerns/issues that, at a minimum, need to be addressed for this project.
SCAPCA encourages proponents to contact their offices at 1 101 West College, Spokane, WA
99201 for additional information.
* All air pollution regulations must be met.
* Air pollution regulations require that dust emissions during demolition, construction and excavation
projects be controlled. This may require the 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 controlled as well as emissions from all other construction
related activities. SCAPCA strongly recommends that all travelled surfaces (i.e., ingress, egress, parking areas,
access roads) be paved and kept clean to minimize dust emissions.
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.
Debris generated as a result of this project must be disposed of by means other than burning (i.e.,
construction waste, etc...).
~ Demolition and renovation projects must comply with the requirements of CFR 40, Part 61,
Subpart M and SCAPCA Regulation I, Article IX, which address asbestos abatement issues. Intent
to Demolish forms are available at the SCAPCA office.
~ All solid fuel burning devices (wood stoves, pellet stoves, etc...) must comply with local, state,
and federal rules and regulations.
Failure to meet SCAPCA regulations may result in delays, closure and civil and/or criminal
sanctions. .
' i Prmted on Rr_c}^ede: Faan.
,isosa500Ss c 0 pT
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. ' ~ c~ - URIC3iNAL Ff lED QR RECORDED
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5 1995 Txzs sPAcg ~sluuuN ,-Y AuUI i UH FOR RECORDBR' 8 IISB
~ Filed fnr Reoorci at Rsqueet of c SP+bKANE COUNTY, WN, . ~ .
HRAND'r LAW OFFIC88 y P• s. •
W. 316 Boone Avenue, Suite 680
8pokmna, WA 99201 95-807 . . aUG2 3 190
8TA2'UmORY WA►FtRANTY DBSD
Q1V1S10N 1l.DtNG:~
8Y:
THE GRANTOR Louise M. Lamp, aa her separate estate
for and in considerdtion of Ten dollare and other valuable
consideration
in hAnd pai,d, conveya and wmrxanto to Y Catherine aohnsori Caurt
Limited Partnerghip ~
the followinq deearibed real eetate, situated in the County of
Spokane, 8tate of Waahington: `
Lot 10, 11, 12 13, 14, 15 and 16, Block 25, EXCEPT thet
. portion doeded to County af 8pokane for Edstern Road and
Fourth Avenue recorded Qotober 11, 1"6 under Auditor'o File
No, 4187008. And a11 of Lote 17 and 18, Block 25, and Lotd 1, '
21 3, and 41 Block 25, and vecatad dlley in Block 25, vmcated
per ReBOlution No. 95-0473j EXCEPT that part thereaf lying
North~rlx end Weetdrly six feet dietant from a rock we11 which
, rune genexmlly from the Northe4at corner of Lot 9, Block 26 0f
g$id addition to a paint on the South line of Lot 4, Block 25,
approximately 164 feet East of the East line of EAatern Road;
AND all ot the vecnted 60 fgat df Dxer Street lyinq betwreen
.eaid Blocke 25 and 261
RNA mll of Lots 61 7, 8, 9, 10,,11, 12 and 13, Block 26, including vaanted alley in Block 26, extending EnBt from the
East 1.ine of vACated pyer 5traet to the Eaet line of Lote 6and
13 in eaid Block 26, and -the 3outh hslf of vacated Third
Avenue lxing Nqrth of and adjaeent tv said Lote 61 71 8 and 9,
Block 26 that would attach by operation of law;
All in Taylor' e Reaurvey of Millex' s Paxk Addition, ae per
plat recorded in Valume K of Plats, page 32;
LXCEPT that pdrtidn therenf candemned for 8tnta Highway
pursuant to Decrae of Appxopxiation fi1.e peoember 22_.
under Spokane Caunty SupOrior Court Cause -`BDBJECT TQ-L Eaoement ` -
an electrfcal dietr-'
14 , 1972 under xecoxd of Recoy '
Washingtan ~ ; .
De►ted Y'
/
~
I
/
'f .
/ '
r
,.r STEWART TITLE,OF SPORANE
. 818 west Riverside -'Lobby
Spokane, Washington 99201
Phone: (509) 747-6426
Fax: (509) 747-6827
FOR QIIESTIONS CONTACT
Dave Chromy, Senior Title Officer
Ta.mi Boze, 5enior Title Officer
. Kathy Cree, Title Officer
(509) 623-1573 /
SDS Realty
202 E. Trent, #202 Order No.: SPO-05982
Spokane, Washington Your Ref.:Lamp
Attention: Jay Overholser
A.L.T.A. COMMITMENT
SCHEDIILE A
Effective Date: January 16, 1995 at 8:00 a.m.
1. Policy or Policies to be issued:
A. ALTA OWNBR'S POLICY Form B1987 Liability :$TO BE DETERMINED
(Amended 10-21-87)
Standard: (X) Extended: Premium :$TO BE DETERMINED
Tax : $TO BE DETERMINED
Total : $TO BE DETERMINED
Proposed Insured:
TO BB DBTSRMINED ~
2. The estate or interest in the land described herein a.nd which is covered by this
commitment is fee simple.
3. The estate or interest referred to herein is at Date of Commitment vested in:
LOIIISE M. LAMP, as her separate estate
4. The land referred to in this commitment is situated in the County of Spokane,
State of Washington, and described as follows:
SBE $XHIBIT A-1 ATTACHED HERETO AND MADE A PART HEREOF;
1OR.DER NO. SPO-05982 ' PAGE 2
.
' BRHIBIT A-1
LOTS 10, 11, la, 13, 14, 15 AND 16, BLOCK 25, EXCEPT THAT PORTION DEEDED TO
-COIINTY OF SPOKANB FOR EASTERN ROAD AND FOIIRTH AVENUE RECOR.DBD OCTOBSR 11, 1956
UNDBR AIIDZTOR'S FILE NO. 4187008. AND ALL OF LOTS 17 AND 18, BI,OCR 25, AND LOTS
1, 2, 3 AND 4, BLOCK 25, EXCEPT TEAT PART THEREOF LYING NORTHERLY AND WESTERI,Y
SIX FEBT DISTANT FROM A ROCR WALL WHICH RQNS GENERALLY FROM THB NORTHEAST CORNER
OF LOT 9, BLOCK 26 OF SAID ADDITION TO A POINT ON THE SOIITH LINB OF LOT 4, BLOCK
25, APPROXIMATELY 164 FEBT EAST OP Z'SB EAST LINE OF BASTBRN ROAD;
AND ALL OF THB VACATED 60 FSBT OF DYBR STREBT LYING BETWBEN SAID BLOCRS 25 AND
26;
AND ALL OF LOTS 6, 7, 8, 9, 10, 11, 12 AND 13, BLOCR 26, AND THB SOIITH HALF OF
VACATBD THIRD AYENIIE LYING NORTH OF AND ADJACENT TO SAID LOTS 6, 7, 8 AND 9,
BLOCR 26 THAT WOULD ATTACH BY OPBRATION OF LAW; '
ALL IN TAYLOR'S RB5IIRVEY OF MILL$R'S PARR ADDITION, AS PBR PLAT RECORDHD IN
VOLUMS R OF PLATS, PAGE 32;
EXCBPT THAT PORTION THBR.EOP CONDffi~NSD FOR STATB HIGHWAY PTJRSIIANT TO DBCREB OF
APPROPRIATION FILSD DECBMBER 22, 1993 IINDER SPORANE COIINTY SIIPBRIOR COIIRT CAUSE
NUMBBR 92-2-04351-8.
SITQATB IN THB COIINTY OF SPORANB, STATB OF WASHINGTON.
ffiJD OF EXHIBZT A-1
♦
2
,
.
` 1Order No.: SPO-05982
STEWAZT T?TLE GUP_RANTY COMPANY
A.T.T.A. COMMITMENT
" Schedule B I. The following are the requirements to be complied with:
A. Instruments necessary to create the estate or interest to be insured
must be properly executed, delivered and duly filed for record.
B. Payment to or for the account of the qrantors or mortgagors of the
full consideration for tne estate or interest to be insured.
II. Schedule B of the Policy or Policies to be issued (as set forth in
Schedule A) will contain exceptions to the* following matters unless
the same are disposed of to the satisfaction of the Company:
A. Defects,. liens, encumbrances, adverse claims or other matters, if
any created, first appearinq in the public records or attachinq
subsequent to the effective date hereof but prior to the date the
proposed Insured accxuires for value of record the estate or interest
or mortgage thereon covered by this Commitment.
B. GENER.AL EXCLPTIONS:
1. Rights or claims of part?es in possession not shown by the public
records.
2. Public or private easements, or claims of ease.ments, not shown by
the public record.
3. Encroachments, overlaDs, boundary li;Le disputes, or other matters
which would be disclosed by an accurate survey or inspection of the
premises.
4. Any lien, or right to a lien, for services, labor or material
heretofore or hereafter furnished, imposed by law and not shown by
the public records, or liens under the Worlanen's Compensation Act
not shown by the public records.
5. Any title or rights asserted by anyone includinq but not limited to
persons, corporations, qovernments or other entities, to tide lands,
or lands comprising the shores or bottoms of navigable rivers,
lakes, bays, ocean or sound, or lands beyond the line of the harbor
lines as established, or changed by the IInited States Government.
6. (a) IInpatented mininq-claims; (b) reservations or exceptions in
. patents or in Acts authorizing the issuance thereof; (c) water
rights, claims or title to water.
7. Any service, installation, connection, maintenance, capacity, or
construction charges for sewer, water, electricity or garbage
removal.
8. General taxes not now payable or matters relating to special
assessments and special levies, if any, precedinq the same becominq
a lien.
9. Indian tribal codes or requlations, Indian treaty or aboriqinal
riqhts, including, but not limited to, easements or equitable
servitudes.
C. SPECIAL EXCEPTIONS: As on Schedule B, attached.
3
' Order No.: SPO-05982
. .
A.L.T.A. COMMITMENT
. SCHBDIILE B
SPECIAL EXCBPTIONS:
1. Easement;
Grantee : The washington Water Power Company,
• a Washington Corporation
Purpose : To erect, construct, reconstruct and maintain
an electrical distribution line and
appurtenances.
Recorded : November 14, 1972
Recording No. : 664097C
Volume/Page : 144/1419
Said instrument is are-record of Recording Number 661609C.
2. Easement and the Terms and Conditions thereof; .
In favor of : The State of Washington
Condemned in
Spokane County
Superior Court
Cause Number : 92-2-04351-8
Purpose : Construct, reconstruct, remove and re*olace
driveways and road approaches
3. Payment of Real Estate Excise Tax, if required. .
The property described herein is situated within the boundaries of local taxinq
authority of City of Spokane. '
Present Rate of Real Estate Excise Tax as of the date herein is 1.78%.
.
4. General Taxes: Payable on February 15;
Year : 1995
Amount : NOT AVAILABLE
Tax Account No. : 35242.1309
Levy Code : 0430 '
Assessed Value :75,500.00
NOTE: General taxes for 1994 in the sum of $1,189.89 have been paid. •
5. Title is to vest in persons not yet revealed and when so vested will then be
subject to matters disclosed by a search of the records against their names'.
$ND OF SPBCIAL ESCBPTIONS/NOTES ON PAGB 5
4
' Order No. SPO-05982
. ' .
' NOTES:
1. In the event the transaction fails to close and this commitment is cancelled, a
fee will be charged to comply with the state insurance code and the filed
schedule of this Company. 2. Potential liability for assessments levied by the Spokane County Utility
Department for the Aquifer Protection Area. To verify, call 458-2538. In order to
make payment, account number is necessary.
SND OF NOTSS
KC/sr
.
5
~ .
' . . _ _ ~ • - . ~ ' ~ ...r' : 017 ~~e►
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To
V'G~ial Ca1ri 1 T. i~iK►
anr. ~~si Q7~! ~ L l-Ot.."fG
Qait Cldra D**ci L 56 :
~ a►~ CATNERINE M. JOHySON
r..~ ip ca..Ia.t.clo. ot love and affection,
C .,.W.r a.oa " L c c 1.i. s co ~ L4UISE M. I.AKP, as her separate ozoperty, ~
~
t!r fo11arte9 dr"rtEed tool •stste, •truuted le the C-cp o[ Spokane
Sc.t• v( WuAlmtao t-ciuate+g a" Lnctroos ab.rvtw .s1cl+ tra.tar may trcea[tat 6cNlro:
V Lots 10 through 16 inclusive except street, and nll of Lots
17 and 18 and Lots 1, 2, l. and 4 except t-hat part thezeof
lyijtq nurtliCrly and wescerly six feet disLance trom a tock
vall vhicb runs qenerally fram the X.E. corner of Lot 9,
Block G of said Addition to a point on the south line of
Lot 1, Block 25 approxisaately 164 feet east oL the east
line of Eastern Road. all in Block 25 of the tesurvey of the
south half of Block 25 of Taylor's Resurvey of Hi21er's Park,
Spokane Couaty, Kashinqton, and all of vacatrd 60 feet ot
Dyer Street Iyinq betreea Bloclcs 25 and 26 in ssid J►ddition,
and ell of Lots 6 throuqh 13 inc:usive and the south halt of
vacaud Third 1lvenue lyinq oorth of and adjoininq Lots 6 '
throuqh 9 inclusive aad Lhc east half of vacated Dyer Street.
all in Block 26 of Taylor's Resecrny of !tillet Pnrk Addition,
Spckane County, waahinqton.
✓
504.4 cw i. a.I •f t.
1= • /
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T.C _t -be vA417 A..
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Co..e/ .l SpOka7nC •
ft c►L. s" rw....iis .,,....d wr... Cathtrine !1. Johnaon
r. .r t....a co w w I.r l. ►ow l iir« r t►.I «.t .60 w w.iut. ..s 1 urot.t.r w t e.....a ...r
-KL.....we.t wa sh0 .tV-1 cb. rr R« ..w ..l..cWn .rc .d w/, !w W
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Csrts ..+.r .r .t t u t&l W l~ C t'~ •
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, , 4V I►0f44 ..I I0%.th• f8444 •i 0441b..fIoo.
~~•N SPOIi4n0 •
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1001-364-814 144 PzE1419
- . . . . . f~ 6•~ (1..~ .
, . _ . _ _ -
c ~ ,~~1609C . ~fi_ 143 96
RIGHT O . SEMENT
~ .
~ VIC70R JOHNSON aad CATHERINE JOHNSON. husband and vi_fe, . Z
. ' • '
o
_ ~ ._.~..r.~.
Y
hrrcL.• grant._.__ convcy and warrar.t___ to THE WAStI1NGT0.4 WATER PO\1'LR COMPANY,
. ~
a:.~r~K•~~~iun, its ~,ucccssors :nd »zigns, thc right to crcct, construct, rcconstrutt rnd maintain ait clectric2l ~
N
~:i•iril,uiinn linc contisting o! ..•ires, polci anJ assocLatcd fi<iures, to bc IocatcJ ovcr, zlang. 3nd across thc
i•~il•~N~in~ 41cacrihcol pfo(xrtr in .....__._.-.....Counly, S1aie
'
:r,-~~•~t : .
Lots
Six ~b~t...Seven_~71.~._Zight_58.~.x_Nine,..~9~.a_I~+elve..~l~)....eTld_~._..--•-- .
~ o E
Thitteea (13). 31ock 'ItieatY.-Six (26) 'z e~g patK ion in
i
Seccion 24, Tovnship 25 Norch ~an e G3 ~i~1:i S okan Counc '
-•--_.___~....._.._..._..___._......_...L:..._8 . ......L.._.P......e _....._.....Y.l...._....._ _
. s....._--_------.._...........................................
....---.._-_._.......~~.~.._..._._.._._~_.~_.Y.___.__..._............---•----.._._..... _._-------•r.--~w._..__. ~
I
Ic is unJerstood and agreed chac eaid esaemen[ covers an existing electrical distri-,
. .
. • ,
r,bed o,erc '
bution liae ac chc rear..P... ro.Pe-rt.Y._li.ne.9._o.f che_.
. a.bo.
.ve----•-de-sc
..............-•-•--....~..._..._2S..P.......Y~..._... :
• . - FIlEO OR RECOROEO
RE~"UEST'pT- L 4*4: 1%=
tngcthcr ..ithrthc right to in.ycct uiJ line, Y£RhOM OHlJlHO. AU01TOFi
41 SPOKANE COUt{T ~ 1YA5H. ~
, OEPUTY 7// -~G
munctary cuniiJcratioct ot tunsiclcration o( monctarr valuc h2s been givcn (ur the rights hercin
c.'ct r c ) c d. ~
' Witnc»...-a' hanJ.r'---this 19 7
fIlEO P AECOR0~,0
P.f~11E:T _ / h-•• ~ a .
~
_ . . ~u 1 3 770h c SPO[1 COUK OEPUt
~ . . . . $TA T F F ZL,
e-~J•
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} s s. ,
Councr ot.....
f
, On this dar, t,eforc mc. thc ondcr3igncd a notary puhlic iu and [or said county and statc, personally ~
3()~1C3(Cl~ '
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co r.3c knoNn to c the indiriduaF-!dcsczibcd in and who cxccut d Ihc ~rithin instrumcnt, and acknowledgcd ~
r
thac•••- %iQned and scalcd tl~c ume az..J~i.Lc/.-Irec and voluntary act and decd. for the
, • ~ ~ .
}r;{s-aac( f+urposcs thcrcia mcationcd.
1~~+jVc,f yri7dcrsnr hand asd ofGwl sol this ~.1..~.~..da of._._> A. D.. 19.:?
'
' ~ • ~ . • ~-ti , .
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• • • • *lOTARY PUBLIC in a !on c~ Statc o( -
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• ~ ~ rcaiding at
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4{. ZN 'I'IIE SUPERIOR COURT OP T2IE STAT£ OP WASHZNCTON
- IN AND PJR T1iE COUNTY OP SPOKANE • .
, • .
T}IE STATE OF NASS{INC'"CN, ) ~
6~ ) ~
Qetitioner, ) No. 92-2-04351-8 ~ ~ ' • -
~ . i • - . .
vs. ) STSPUIATED AND ! - - - .
a: ) DECkEE OP APPROPRIATION .
: LOUISE M. L.1MP anci JO(IN E. GJ1MP,
9' wiEc and hu•-5anci; anci SPOKJWC ) j.: ~j~~l~~ ►
CO(IN'IY,
10, Respondents. 1 • ~ ~
- ~ i
: ~ 11' ►
This mattcr coming on bcEorc the above cntitlcd court, the ~
12= ~
' .Sz.itr. oC NoohingLon, onpcaring by Chrintine O. Crcgoize, nLtot•ney -
' 13'
Gcncral, arid Jotin T. Iturlcy and Fatricia K. Nightingale, llsai3tant
. 14•
:At[orncys Ccncral, and the Reapondenca Louise M. Lamp and Johri E. ;
~ 15~ 1 ~
( Lamp, husband and wife, appearing by their attorney C. Eugene ' j
~ 16
~
. j Stuppin; anc! Spokane County, appearing by its deputy prosecuLing ;
: 17 1 I
~ ~i atcorney, Jamcs P. Finacio; and thc undcraigned partica having ~
~ agrecd that 'I`+cr►ty Thou3and and No/100 Dollars ($20, 000.00) is ~
~ 19 ;i t
just compensation for the taking snd/or damaging oF the propcrty j
. 201 I
i and/Ur property rigtits a3 dcscribcd in Exhibit 'A", being Parcel ; •
. 211
• y I No. G-03304, now, therefore. +
7orr~~iS~ 22
j
IT IS OROERED, 11DJUDCED 1WD DECREED that petitioncr is
23
• entitled to crcdit oE Fourtcen Thousand and No/100 Dollars
.
24
(Sl4 , 000. 00) hcretoforc paid nur.3uant to a pos!)ession and use
. J 25
c agreement, and shall pay into the registry of court the balance of :
26
~
ArmRrcFY cnFXAL at WAM nr+c.-ror+
~ ~ „~.po.W 6mm A n.k c a..co. l
~ STI OUL.ATED .7vocMcNT ANo SEE SUM?Jf/1R~ ~ M...ynv,. F,,►,:,I , '
DECREL OF 11PPRnT~RI11~'TON - 1 ro ec~x .n~i~
.i oir.TAn, va xtio+-oil)
7-
f:.9 3 9G7 3 "2
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1 lPIy
1 Six ''hougand and " t
. ~ No/100 Dollara (yo, Q00.00) , plua Thirtccn '~~~;:;t`•:
~ Thousand
2 ~
~ FivP (tundred and No/100 Dollars ($13, S00 . 30) in fecs, •.'=y
y~, .
.
3 duly supportcd by af f idavit, co be paid under separatc warranC,
. • .~~~'~_,:.tt:i y~~:,:
~ L • '.C~.
4 and upon payment o£ such balancc ehsl.l bc comc thc oWncr of thc
I . ~''~S • ~ ~~Y~r
51 propcrty and/or propcrty rights as describcd in Exhibit "n• `'.r. .
{ L •T,:•~••~;.:r:
6 nttached to and made a part of this judgment.
- : ' • •w,a
.
~ 71 IT IS FURTI{GR ORDf:RED, IIDJUDCED AND DECREFD that the ba8slt
al rock retaining wall and white rock entry located on the 3outher1y
.
~ ~ • ~ ~ f • .c.
~ 9. aide of th•: parccl shall not be damagcd by the constrUCtion oE '
~ ~ ~ • .
; 1petiCioncr'3 project. In the event 3aid wall and/or entry is •
~ , - . . -
( 11 damaged ac a result of the construction of peti.tioner's project,
; 12 rc3pondcnto ohall bc entitlrci to ac3ditional compenoation.
1 . • • , _j. ~
13 IT IS FURT7IER OROERED, ADJUOC£D AND DECREED that rcapondent'c
• , _ .
14 drivcway ohall be recon-structed pursuant to the de8ign in the •~=~`~~.~.~:r
° •
i . .
~ 15 profilc di•aw;ng given to respondents by petiCioner on Deccmber 6,
' 1G 1993, in a manner suitable for ordinary use.
i ~ '
! 17 IT IS FURTMER OROGRL•'0, AOJUDCED AND DECRECD that upon p~yment • •
~ . . .
! 10 0f thc sum of Six Thousand and No/100 Dollars ($6, 000 .00) , plus
~ ~
~ 19 Thirtecn Thousartd Five ttundred and No 100 Dollars
~ / ($13, soo.oo) in , . - .
~ 20 (ccs• dul au rtcd b afEidav r ' ' ~
. Y PF~ y it, o bc paid unde; 3eparate ,
. • . •
.
_ 21 warrant, into Lhe registry of the court, the clerk is hereby
. ~
' 22 ordcred to oatisfy said judgment and to hold such sum o: money for
i ~ • ~
. ~ ~ , .
~ 23~ distribution subjcct to [he £urther ordcr of this court.
i 24
~ . . . ~ .
~ 25 i . .
. . . :
1 26 ,
, - • ~ ,.a.
AT'fQPtM:Y Gfl+E1lAL AP rv/ll1p++GTOlt . ,
t,.i.Y..,..... 4 M+ft C . 60 tH.4.r
♦
;TI Pt1CJ1TED JUOCM[:NT AND
*n ~ ~~-e > . ~~~~•.l
UECRCE OF APPROI'RIATION - 2 ro box•nii) ; . • •
arrka MA ocsa ci u '
~ • -
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G C1►It I~TI.:C O. CJ~ECOI RE I~pprovcd ae to form and Not icz .
l~~~orncy Cencral of I~re~entation waived. f,, w`~''~
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9 Pn'I'1tiCI1~ K. NIG ITINC,~~I.E C. EUCE:Nh~ HUPPIN ~ ' •
•
HS~J~ NO. 15991 NSB11 NO. 42?36
10~ 1~ttorncy for Respondents L.amp , ~ ' ~ ' •
~ .J
~ ~1: ~ ' , . .
~ • ~ .
~ z ~ .....o....,~ P t~.~--..~ . - ~ . . ~~s :
OI . I!U ~EY / JN~tES ~P. EM11CI0
13~ W No. 609 Ocputy Pr~sccuting nttorncy ~
; s i~Cant Attorneyc Cencra~. WSIIA No. ~862 ~
14 torncys for Pctitioner Attorney £or F;,e~pondc~t ~ •
. Spok~nc CounCy ' .
15 ' .
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7ra..~~..+rl.. A Iyac C a►a. O~.Lr. Y .
STI PUI~TCD JUDGMF.NT 11ND r'"" ~ ~ . .
ro ~ox•o~~~
DL•:CREE OF 1~PPROPft IATION - 3 w~ ~41t~ ~ ,
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.i JUDGHENT .,Ur4i.1tRY
: .
21
1. Judgmcnt Crcditor. Louise M. Lamp and John E.
• 3; Lamp, husb3nd and wife; and
Spokanc County. ' . , • '
4 ~
~ . . . '
; 5 ; 2. 1lttorncy Cor Judgment
Crcditor: C. Eugene Ituppin for i','. -
.
6 RcspondentD Lamp; and James P. ~ -
i ~ • -
Emacio, Deputy Prosecut:.ng . .
7 Attorney, f.or Respondent • '
Spokane c:ounty •
8 • •
9 3. Judgment Debtor: State of Nashington
- -
10
. ~
4. Princlpal Judgrnent Amount : $20, 000 . 00
11 Lezs Payment for
. Possesoion & Uoc -14,.000.00
12 Dalancc $ 6,000.00
' • .
~ 13 S. Intcrcst to datc oE Judgmcnt -0-
lz ~ •
~
: 6. Attorncy and Expcrt Fces ~ Dy eeparatc warrant,
. not to exceed ;
' S13,500.00 / •
; 1G ~
37 7. COstD: $ 0.00
9. Otlier Rccovcry Amounts : $ 0.00
20= 9. Principal Judgmcnt llmount Shsll Bear Intcrest at Chc lcgal
maximum racc o( pcr ar,num.
21 • .
~
22 lo. Attorncy fees, costs and other rccovery amount3 shall bcar ~
iritcrcst at -0-t pei• annum. : . .
. 23_ . .
24' ,
~ 25 ~ . '
;
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1 ' ATTORNrsY GF?tERAL OP M•wMnr+cnnrr
To w-4%r%i6w A IbWiC Cev4tnio;ci+O6 g iw '
~ ST I PULIITED JUDCMrNT N1D °W n"s
,r{ OCCREE OF !1[~[~I20PRI/~TION - 4 o,~,~pA Vk~~t 1) .
f7oe1133-4176
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, Parccl `io. G-07306 ::-'..4:--~.'-. • .
. . . . : ~
IN7ERFCTF.n ?ARTZES: l,ouise M. iJ\tt}' and .Iohn E. WSI', hcr hu+sbnnd. .
. , , .
. - ► DFSCR11'TT0H: , .
.t Parccl "A" '.?'~.r:•~•.
.
' 71inc part of tlic hcrcinsf ccc-dcscrilscc! Tracc lying Southvcstcrly an(l South- ~•;-':•,.;:a''`•: '
~
' cYly of a lftic Jcsctihcd is I1E(:I11;:ihC. ,C 111Fhvay Engtnccr'4 Sca[lon (hcrcin3ftcr ' r;:
• rcfcrrcd to ns 11ES) E 10-+-69.36 on chc E Linc Survcy of SR190. Sprague Avcnuc
• V . •
Incctcliangc; [hc.ncc Southe,sccrly Lo apo !nC c+ppoaitc sa1J ilES and 6I.81 lect .
Souc}ticasccrly tticrcfrcia; tlicncc Souch 64'50'16" East e distancc oE 303.98 lccc •
cc+ :t poit+c oppo9ltc 1iES F 18+83.05 on the F L1ne SurveY of sald Nighvay and
27.56 (ccC 'wrthcnsterlv thcrctrom; chcnce Hc+rth 88'09'50" East a di:tanc-e of .
y •
180.00 iccc co a roint or(kositc liF:S F 20+66.04 on said F Line Survcy and )0.26
Feec Nc+rchcrly thcrcfroc+: chctirc :'.c+utherly to apoii►t onro<itc said iIES atid ~
25.26 t+occ:1crly chcrcfrom; thcncc Easccrly parallel viclt s11d F Line Survcy co ,
a po [nt oprosicc IlES F 22+00 cfiercon and the lr'l) of chis 1 Inc descrirtiori. • ;
TOCKTUFR WITII tl+c tcmpornrv rSgh[, (+crmit, lircnsc .itid cnsc•mcnC Co usc attid .
occtjpy ;lic (ollnwing-Jcscrlbcd lao,dc, to be JcsiEnaccd Parrcl "If", foc the r,irrc,se of consccuc[1nR hlghvny fac:litics and opcr3tinr, all ncccssary : •
r+achinc[! iisd equi(+rocnC ClitTCOR, oc nc%/ nisd all ciracs ffom the cia[c hcrcoC
. usitll Cr-p}cttot► of tc+iistriicCSow ii(lcr c.omt,le•00» nf cc+ti:+cructioii. all Hr,l1ts , •
• of ~•:~nt•n~ :t .110I 1 l>e exC 1 ligu lsliell.
. ~
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• t'Zrccl "1 . ' . ,
• 7hac por: o( s~id Tratt "X" bclnr, a 10-fooE scrtp o! 1-irid lying Notchcasccrly .I
nrid Nocth,:-)Y o!, paTallel vltlt and conClgt►c+us Co the above-degeTlbed Parcel ~ •
• "A", nnd ly1nR DF:TUEF.N a 1:»c (irnwn Norchcrly rc rlght aiiglrs froti se1J F Linc ~
Survcy nt Iif.S F?O+6G.0G AltD a! tiic dtavn North 25*09'46" faast fcnm a TMotiit .
' oppo3 i cc AS F 18+50 snd 38.24 (cet Norchcasccrly checef rom. ~ .
. • , •
~ j .
. ~l.ots 10, 11, 12, 1), 14, 15 arsd 16, Bloek :S. F.XCEfT tl►aC potcion dcedcd
to chc Gwnty o( Spoknne lor F,accrn Road and Foiirth Avcnuc recorJed ~
l?ccober 11, 1956 ut+dc•r Audicor's Filc t:o. 41870011, arid a11 of Lots 17 -
. and 18, Rlock TS. enJ Locs 1, 2, 3 and 4, Qlock ?S. EXCEPT c}iat r:►rc
' thcrcaf lriiig Norchcrly and Wcstcrly six fcec di:ctant from 3 rock v3ll .
~ whic't runs rcncr:illy from the Horthcast cnrncr of Loc 4. Block 26 of '
snld ndciltlon Co pu[tic on the South linr o( Loc 4, Btock ?S nrrroximatcly '
IbL feec Fasc of the F.asc lltie o[ E.istern Rnad; .
hNi3 ill o( c1ic v~c.•tctl 60 fcct o! uycr Strcct lyloig bctviceit said Dlocks
.'S anc! 16; ,
AND oll n( i,oca fi. 7. R, 4, 10, 11, 12 And 13, Dlock 26, and the Couch '
~
hal( o( vacnccJ Tli:rd Avewic lytiig Norch of and nd1a:ent to szid L,ots :
~ h, 7, g niid 9, Alo.:k 26 tl»c vatilJ attach by opcr.ltion t~l lev; •
S
~ .
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SRIO, Spr,gue Avcntie 12/1/43
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All 1 n TAYLOR' S RF.SURVF'f c1F 1iI LLER' S 1'ARK ADOIT'ON. ai rc ~:•;1'.'C?r"~'~
. r plnc cccoTded ,
ir, vol:~~c "K,. of riocs, p, , .,•'r'~~.._~f.;,~:.:_~;
sC 32, TCCOCt~! AI S(~Ok.OffC COUl1Cy~
~ Sicu.~[e in Che County nt Spolcanc, Scace of ~+'ashln
gton.
{ ~ ~ • ' -'r
; 1~~c 1anJs hcing hercin condcnncd in fce couCaln az% area of 9,962 aquarc Ceec, ~
i nnrc or lcss• ond thc lnnds beln hcrcin condcmnccl for ccm
~ S porrrY easeocnt con-- ,
, t:~i» an nrca o< 2,140 s94szrc lcrc. ~norc or lcss, tlic specific derails concern- ~~~~••~:'t
`2 • ir~g all o( vlttch may bc foustid vtthiti t}~at ccc[a1n mar of Jcf1n1'~: locacion nov •
of ~ecord nnd on file in chc Offlce of thc I:ccrccary of ~'rans{x~rtecton at Ol%~mpin,
u:~shinp,to>>, bcnrlng clace o( arproval }Lirch 1, 1991 am1 rt•viacd Otccmh,!r 1. 1993. 'i' :•1:
•.~J:~ •
.-OCETIIER VTTII Chc T1j;hC (o cnCCr u(+on res"ml,-ittn' ri•rm,i,Inr lnnd. hvei.t• ; . ".'`b'.•.•
ni•CCtfSUfv, tp,
ronscrucc, reconscTUCt ~ rea,QVC an.l replace Jrivcways ;%nd road ~ ' • '
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: SR')0, Snrigvc Avcituc 12J1 /93 • '
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2 0( 2 PnRce-
:
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Order .4umber:
.
~ Stewart Titl'e vf SPokar~e
~ 818 Lllest Riuerside, Lobby
~ A Traditton Spokane, Washington 99251
- of EXCEIIQl1CE" (589)747-6426 - Fax: (589)747-6827 ~
- - - ~ SPRAGC-IE
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This map is fur ! tocaftion purposes only.
Courtesy of: Steuuart Titr&-,",-of Spokane, Inc.
. STEWART TITLE OF SPOKANE
• 818 west Riverside - Lobby - Spokane, WA 99201
Phone: (509) 747-6426 Fax: (509) 747 6827
FIRST SUPPLEMENTAL TITLE REPORT
To: SDS Realty Our Order No.: SPO-05982
202 E. Trent, #202 Your Ref : Lamp
Spokane, Wa 99206
Attn: Jay Overholser •
The following information affects the title to the property covered by
our report, but is not intended to represent a complete report to date:
The Legal has been amended to read as follows:
LOTS 10, 11, la, 13, 14, 15 AND 16, BLOCR 25, BRCSPT THAT PORTION
DBBDED TO COIIN'rY OF SPOKANB FOR EA5TBRN ROAD AND FOIIRTH AVBNUB
RBCOR.DBD OCTOBBR 11, 1956 IINDBR AUDITOR'S FILB NO. 418700B. AND ALL
OF LOT3 17 AND 18, BLOCK 25, AND LOTS 1, 2, 3 AND 4, HLOCK 25,
B%CBPT THAT PART THBRBOF LYING NORTAERLY AND WBSTBRLY 5IX PSBT
DZSTAN'P FROM A ROCR WALL WHICH RUNS GffiJARALLY FROM THB NORTHSAST
CORNBR OF LOT 9, HLOCR 26 OF SAID ADDITION TO A POINT ON THB SOUTH
LINB OF LOT 4, BI,OCR 25, APPROXIMATBLY 164 FBBT EAST OF THB BAST
LINB OF BASTBRN ROAD;
AND ALL OF THB VACATBD 60 FBBT OF DYBR 5TRB$T LYING BBTW$BN SAID
BLOCRS as AND 261
AND ALL OF LOTS 6, 7, 8, 9, 10, 11, 12 AND 13, BLOCR 26, INCLUDING
VACATBD ALLBY IN BLOCR 26, ERTENDING SAST FROM THB EAST LINE OF
VACATSD DYER STRBBT TO THB BAST LINS OF LOT5 6 AIJD 13 IN SAID BLOCR
26, AND TFiS SOUTH HAI,F OF VACATgD THIRD AVBNUB LYING NORTH OF AND
ADJACBNT TO SAID LOTS 6, 7, 8 AND 9, BLOCK 26 TFiAT WOULD ATTACH BY
OPBR.ATION OF LAW;
AI,L IN TAYLOR'S RESURVSY OF MILLER'S PARK ADDITION, AS PBR PLAT
R.SCOR.DBD IN VOLUMS R OP PI1AT5 , PAGB 321
BRCBPT TgAT PORTION THBREOF CONDHMNBD FOR STATB HIGHWAY PCTRSUANT TO
DBCRBB OF APPROPRIATION FILBD DBCENIBER aa, 1993 UNDBR SPORANB
COIINTY SIIPBRIOR COURT CAUSB NLIMBBR 92-2-04351-5.
SITUATB IN THB COUNTY OF SPORANB, STATB OF WASHINGTON.
Except as to the matters reported hereinabove, the title to the property
covered by this order has NOT been re-examined.
Dated as of January 27, 1995.
s
STEWART TITLE OFr S POKANE
` 818 west Riverside - Lobby - Spokane, wA 99201
Phone: (509) 747-6426 Fax: (509) 747 6827
SECOND SUPPLEMENTAL TITLE REPORT
To: SDS Realty Our Order No.: SPO-05982
202 E. Trent, #202 (Mortgagor) : Lamp
Spokane, Wa 99206
Attn: Jay Overholser
CC: NW Regional Facilitators
The following information affects the title to the property covered by
our report, but is not intended to represent a complete report to date:
Alta Owners Coverage is amended as follows:
Liability : $100,000.00 .
Premium : $ 480.00
Tax : $ 38.40,
Total . : $ 518.40
Proposed Insured: .
CATFiBRINB JOHNSON COURT LIMITBD PARTNBRSHIP
Paragraph No. 5 has been deleted frorn this report.
Paragraph No. 6 has been added as follows:
6. Subject to the terms, conditions, provisions and stipulations of
the partnership agreement of Catherine Johnson Court, limited
partnership. -A-copp--of-- the-current-.agrAement--orLcert4fi-eetc-snd-
-any-amendrnents - thereto shouid be--properlp-fi-l-ed--of-reeord--eRd -sttbrn-rt-ted-
Paragraph No. 4 has been amended as follows:
4. General Taxes: First half delinquent May 1; Second half delinquent
November 1;
Year : 1995
Amount billed : $1,975.62
Amount paid : $ 0.00
Amount due : $1,975.62
Tax Account No. : 35242.1309 'l2
Levy Code . 0430 V
~
Current Assessed value: $75,500.00
NOTE: If the taxes cannot be divided equally by 2, the higher
amount must be paid for the first half payment.
*Except as to the matters reported hereinabove, the title to the property
covered by this order has NOT been re-examined.
Dated as of March 22, 1995.
Stewart Title of Spokane
, -STEWART TITLE OF SPOKANE
•818 west Riverside - Lobby ; Spokane, wA 99201
Phone: (509) 747-6426 Fax: ('509), 747 6827
THIRD SUPPLEMENTAL TITLE REPORT
To: Randy Brandt's Office Our Order No.: SPO-05982
316 W. eoone #680 Seller : LAMP
Spokane, WA 99201 Purchaser : CATHERINE
JOHNSON COURT L.P.
Attn: Shirleen
, CC: N.W. Regional
Facilitators
The following information affects the title to the property covered by
our report, but is not intended to represent a complete report to date:
The legal description has been amended to read as follows:
LOT3 10, 11, la, 13, 14, 15 AND 16, BLOCK 25, B%CBPT THAT PORTION
DBBDSD TO COIINTY OP SPORANB POR EASTBRN ROAD AND POIIRTH AVENiJE
RBCOR.DED OCTOBBR 11, 1956 UNDBR AUDITOR'S FILB NO. 418700H. AND ALL
oP LoTS 17 ANn is, Br,ocR 25, ANn r,oTS i, a, 3Arrn 4, BLOCK 25, AND
VACATBD ALLSY IN BLOCK 25, VACATED PBR RBSOLUTION NO. 95-0473;
SRCBPT TFiAT PART THEREOP LYING NORTFiBRLY AND WBSTBRLY SIR FEET
DISTANT PROM A ROCR WALL ATHICH RIINS GSNBRAI,LY FROM THB NORTHEAST
CORNBR OF LOT 9, BLOCK 26 OF SAID ADDITION TO A POZNT ON THE SOIITH •
LINB OP LOT 4, BLOCK 25, APPROBIMATSLY 164 PBBT BAST OF THB B.AST
LINS OF HASTBRN ROAD;
AND ALL OF THB VACATBD 60 FBBT OP DYBR ST4RBBT LYING BBTWBHN SAID
.
BLocxs 25 Arm 26;
AND ALL OF LOTS•6, 7, 8, 9, 10, 11, 12 AND 13, BLOCK 26, INCLIIDZNG
VACATBD ALLSY ZN BLOCK 26, SXTBNDING $AST FROM THB EAST LINB OF
VACATBD DYSR STRSBT TO THB SAST LINB OF LOTS 6 11ND 13 IN SAID BLOCK
26, AND THE SOUTH BALP OP VACATED THIRD AVBNUB LYING NORTH OF AND
ADJACSNT TO SAID LOTS 6, 7, 8 AND 9, BLOCR 26 THAT WOIILD ATTACH BY
OPBRATZON OF LAWj
ALL IN TAYLOR'S RBSIIRVSY OF MILLER'S PARK ADDITION, AS PER PLAT
RECORDBD IN VOLUMS R OF PLAT3, PAGS 32;
HRCBPT THAT PORTION THBR.BOF CONDHP+IlNED FOR STATB HIGHATAY PURSIIAN'r TO
DECR.SB OP APPROPRIATION FILSD DBCffiMBBR 22, 1993 IINDBR SPORANK
COUNTY SIIPBRIOR CODRT CAUSB NUMBER 92-2-04351•8.
Paragraph No. 6 is-amended as follows:
6. Subject to the terms, conditions, provisions and stipulations of
the partnership aqreement of Catherine Johnson Court, limited
partnership.
Except as to the matters reported hereinabove, the title to the property
covered by this order has NOT been re-exarnined.
Dated as of April 28, 1995.
Stewart Title of Spokane
.
. • .
RESOL.! 1T1C1N N( 9`3 0473
BEFORr•.Ttlt: BOARt) c~F(_'VUNTV COtvt.tvliSSfONERS Or• SE'()KANFt:c')t1NTY, wnSFilNt;TON
-
!N r11fi Mn'1"l'tR OF )
VA(:A'TION OF AT.1 f:Y\VAY IN ) R1=5 0 1•l1Z'1()N
T11 ,C)(.'K 7.S C)r-'l'AY I.0R'S FtESL1RVEl' ) vAL;A'i'lON
QI= MILLER'S PAfLK ADDl"1'1c)N )
C01IN1'Y EN(AN1?L-'ft'S ROAD F1C.E NO. 1763 )
This hcing tlir ddy %r.i fc+r titc hc:iring nri tFie Countv Cnginecr's Rrpuit un Ilir l►mpoced vaGalion of
A.1,1eyK•:%y in nl<Kk 25 of Taylor's Rcsur-vcy of NLillrr's F'al•k Adtlifivl:, rrorr.rcfingt fnr which wcrc initizitcd by
I.oui.sc Lstmp nnd others, aticl it appr:oime to thr ttoArd on proof duly mzide that tiutic:e of tltr_ hr.atitig was
publishrcJ aiicl pt,.cccl iti the maniicr and for Lhc tiinc rc(luiced by law. aiid ihn Itoard aftcr hc.-iring the evidcnce
aclcluccrl a1 the hcaring and it appCaring thm itir. tiercinahc-r clcscriticd UJcYway, is usClCSs aricl Uie saInr iS ioc•)
longer neeJCJ es a par, )f iIit gcncral ro3d systcm wichin clte Ccsurity aiiJ that il►r. Imhlic will hc henctittcd by such
v;«a[inn.
'1'1I1-:Itl :FOItE, f3E (T RESOLVF_Lti hv ilir. T3oarcl of ("oumy Corrunis-ioiiers of- Spulcaitr Ctiumy,
washington, that tlir I»rrimnftr.t dc-scrihc-c1 rortion of public road cu-wit:
NLLEY'W.^Y - ui Bl(xk " i-f T.)ylor'c kcsun,cy of Mitlcr's Park .AdJiiiuri (8o!>k "K" Page 37.) cxcCpl
chAt Imrtion tying wcstcrlv of the castcrly liiir -iC &as(crn Road ac cirec.rihed in Right of Way Decd fi1CC1 as
Uocumcnt No. ~I 187008 in Rot)k 71(1 1'aer. 548 in Uic Officc of CheSpvkaiir Cwnty Auclift.,t.
I.ncatcd in thc Nocth%vrst Quarttr (N w. 1/4) of Scction 'L4. 'T'owriship 25 tJvrtti, Ra~3ge 43
E.W.M.
be aiicl the sauim llcCehy is v.%cire-ci in accnrdance witli ttie prUviaiuets uf Chaptr.r i6.97 12 C'.W.
PASSED AND ADC)PTT:[J hy the lZo3rd of C::ounry Commiss+urirrs vf SpK~kaiir. C'outtry, Wasfiington, this
751h clay nf Arril, 1995.
1730A121) (7r <:UUN'1'Y COMM1SS10NERS
OF SPOE{.ANE COUNTY, WASIIIN(.;'1'C)N
~~C..yr..~~~ i • .
IS.E Chiiber~;, ft• iri ~an
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ATTEST' W(I,L.tAM G. UVNnHUE
E OF THF RnARI)
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Ftoszrmc Montafiue. ~ E P T Y
n.u..~..cv~.e~
abue~~r.h~
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Stewart Titl(3 of Spokane
.
~ 818 West Riuerside, Lobby .
~ A Tradiflnn Spokane, Washington 99281
ot ExcelJence" (589)747-6426 - FaK: (589)747-6827
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This map is furnished fot-. information 4nd tocalion purposes onty.
Courtesy of: Stewart Tjtler.`of SAvkane, lnc.
,
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c •
•STEWART TITLE OF SPOKANE
818 west Riverside - Lobby - Spokane, WA 99201
Phcne: (509) 747-6426 Fax: (509) 747 6827
FOURTH SUPPLEMENTAL TITLE REPORT
To: Randy Brandt's Office Our Order No.: SPO-05982
316 w. Boone #680 Seller : LAMP
Spokane, WA 99201 Purchaser : CATKERINE
JOHNSON COURT L.P.
Attn: Shirleen
The following information affects the title to the property covered by
our report, but is not intended to represent a cornplete report to date:
Paragraph No. 4 has been amended as follows:
4. General Taxes: First half delinquent May 1; Second half delinquent
November 1;
'
Year : 1995
Amount billed : $1,581.00 .
Amount paid : $0
Amount due :$1,596.81
Tax Account No. : 35242.1309
Levy Code : 0430
Current Assessed Value: $100,700.00
NOTE: If khe taxes cannot be divided equally by 2, the higher
amount must be paid for the first half payment.
Except as to the matters reported hereinabove, the title to the property
covered by this order has NOT been re-examined.
Dated as of May 3, 1995.
Stewart Title of Spokane
, • - • -
~ ' •
.
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DIWSI0,N OF ENGINEERiNG AND ROADS ~ A DIif35I0I*1 OF THE PL3BLIC YVORKS I7EPARTMENT
William A. Jvhns, P.E., Acting County Engineer De:utis M. Scott, P.E., Directar
MEMORANDUM
DATE: September 8, 1995
TO: Tam Davis
F~OM: Katherine Millerr E, k.T4.,-
SUBJECT: SEPA ChecklEst - Catherine Jahnson Court
Compfiance with the "Guidelines for 5tormwater Management" is required fvr the entire
parcel. The applECant shauld contact the Spokane County Building Departrrtent for
cvranpliance to Fi~e Apparatus Access S#andards. For any new or modified access to
the Public Right of 1l11ay, an Approach Perrnit will need to be abtained. The Spakane
County Engineer€ng Departmen# requires that a sight distance arraiysis be developed
for the proposed approach on 4th Avenue.
1426 W, Sroadvvay Awe. • Spokane, WA 99250-0170 •(509)456-3600 FAX: (509) 324-3475 T'DD: (509) 324-3166
,
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SPOK:ANE ENVIRONMENTAL ORDINANCE
DETERMINATION OF NONSIGNIFICANCE
FII.E NUMBER: 95005753 .
LOCATION OF PROPOSED: 6321 E. 4th Avenue .
DESCRIPTION OF PROPOSAL: To construct a 36 unit anartment comnlex for low
income housing
PROPONENT: Sookane Housing Ventures. 525 E. Mission, Sno. Wa. 99202 .
Responsible Official: James L. Manson, Director
Thomas L. Davis, Code Compliance Coordinator
Spokane County Division of Building & Planning
1026 West Broadway Avenue
Spokane, Washington 99260 (509) 456-3675
Spokane County, the lead agency for this proposal has determined that it does not have a probable
significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required
under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental
checklist and other information on file with the lead agcncy. The information is available to the public on
request.
There is not oomment period for this DNS.
[X] This DNS is issued under 197-11-340(2); ihe lead agency will not act on this proposal for the
required 15 day review period commencing on August 17, 1995. Comments pertaining to this
checklist/determination must be submitted/received no later that 4:00 p.m., Au 31, 1995.
Date _ . /0, ; Signature ~
~
You may appeal this determination wiihin 10 calendar days aiter it becomes final:
The Board of County Commissioners
1116 West Broadway Avenue
Spokane, Washington 99260
The appeal must be submitted in writing no later than 4:00 p.m., September 11, 1995. You should be
prepared to make specific factual objections.
Contact above responsible official to read or ask about ihe procedures for SEPA appeals.
*************************s********s~s**~*********~***~*v~****************
A copy of the Determination of Nonsignificance was mailed to:
Spokane County Eng-ineer's Office Wa. State Dept. of Social & Health Svs.
Mr. Bill Hemmings Mr. Tom Justus
Wa. State Dept. of Ecology Spokane County Health District
Environmental review SecUon - Ms. Barbara Ritchie Mr. David Swink
Spokane County Air Polliition Conirol Authority Fire District #1
Mr. S. Edward Hayes Paul Chase
1 ~ •
SPOK1l1tE CNYIROto1£ttTAL QROIxAxLC
(WNC 191-11-460) Scctfon 11.10.270(1) ' .
[nvtronc+cntel ChcClltst
f11c No. /~~Qd
Purpose of Chcclltst:
ihe Stetc [nvironrncntal Po11ty A[t (SEPA) chepltr 43.21C RCV, requires ell 9over mcntel aqtnCles to conslder the envlrorrntntel tupacts of a Drcpotel
bcfore rvkinq rktisions. An Environarntel fopeCt $tattcmni (EIS) wust bt prcpercd for all proposels -ith probablc signlfiCent advtrie inDaC(s on
thc Cuelilr of the enviro m-ent. Tht Durpost of Lhls CheCkliTl 1S to provldt Information to htlp ypu end the aytnty 1Atntify impeCis froa y0v,
pro9oii1 (and to reduCe or evold ie~peCis froa the proposal, {f 1t can bt donc) end to tic1D the eqency deCidt ..hether an FIS tt requtred.
Inttruct+ont fOr Applfcanis:
fhis rnviro bental chetkltst alks you to OcscrlDt sooe bestt tnforwetlon e0wt your proposel. Governc,itntel aqencics ust tnis CAeckifit to deterninc
whcthcr the cnvironoen[aI IcipeCts o( your proposal art slgnifitant, rcqutrlnq prt0eration of en (IS. Ans..er the Queitlons Drfefly, vith the roic
pretisc in(ormetion knovn, or yivc tne best description you cen. •
You .uSt ansrer each qucitton etCurltely and tare/ully, to the btst o( rour knovltdqt. ln moii l w lhovld De ablt to ansver trt Queztions
(rOn yovr Ovn ObStrv1t10n1 Or pr0)tCL OlanS vtLhOVt the n n d LO Alft tcpcfii. If r0u rtallr CO n0[ kn0w the enSrCt. Of if a yveSL10ff dpei nOt eD01r
to rour proposal, vrlte 'do not knpv' or 'Coci not apply.' Completc answers to thc Qucsttons nw asy avotd unnecessary de1ays later.
Sorae Qutstlont azR aCOUt goveroaental regulations. SuCA as zoninq, shortlinc, •nd lendmart dtsignations. Ans..er thesc queittons tf yqu can. (f ypu
have probltYs, tne goverrwen[al aqenCies can •ssist you.
The Chectits[ aucstlons epply to ell perts of yo-ir proposal. evtn tf rou plan to Eo tnew ovcr e perfo0 of ttroe or on dlfftrtnt parttlS of land.
AttaCA any adEittonal tn(ortaatlon that vtll destribt your proposal or its envlronaenU 1 tifetts. The +gcncr to vhicA rou SuQa1t this Cfrecklts[ cay
ast ydu to explaln your •nzveri or provl6e aCditionel lnto naetton rtaSOr+aDly related to dttervintng 1f thcre aay be slynifiunt advtrSC lmpatt.
Use of c►+eckltst (or nonproScd propozalz-
Complece this chc dcltst for nonproject proposals. even thougA qvesttoen .ay be answered 'does not •o0ly'-
IN ADDiT101t. ca+plete the SUPPLE?1£1tTAL SF1EET f0it KOKPROJER IlCT10ltS(Part D).
For nonproject .cc/ons, the reter^erices 1n t1+e ct►eckllst to tAe wrds 'project,' 'applitant.' •nd 'property or stte' s1+ou1Q be read as 'proposal,'
'proposer,' and 'effecteC geograpAtc erea.' respcctively.
A. 6ACXGROUMD
1. '1me of pr-oposed project. 1f app11ca01e: ~.~~,,,j ~.,(~rl r!i •l
~
Z. Ume o t App 1 S t a n t: .w.~ ~.c~..-•r ~G-C--C..> .
i ~ .
3. Address and phone nuntber of appltunt or Contati person: ct~;Y/0-.t..C~L.t._c•-~
.
4. atc cncctltsc
prepared:
S. Agcncr rcqve st i ng cneck 11 st : "WUle<L-.~C...~
6. Prop scE tl4iny or 1theCule (tncludtng phesley. if appltcable):
UUf . i .S'
1~( (c74,40 .
7. a_ Oo rou heye anr plans for fuiure adCltlons, ezaanzton. or furtAer •cttrity relatcd to or co m ectcd vlth [h1s proposal? If yes. txplato.
`-2-r,.:)
e. ao ra, ww, or I,ave opttons on lanE nearby or adjacent to th1s proposal? If yes, enplatn. ~.v
8. list •er envtconocntal tnforAation yo,i know aboui that has Deee preparcd, or vill be Orepared. Eirectlr reliteE to this prooosel.
/
/ji.:[~~d~nc
. ~ .
ae,,.z/,iaa ,
' STO[.At7i DrvIROtR(EN'LA,1. O"IKMQ
(vwC 197-t1-960) Seccloo 11.10.230(1)
♦
,L. dwCXGYOQIID (cooclnued) •
9. Oo yov ►a w vhcthc[ •ppllu tlon. •rc pcadictg :or 6o.ccnace[&1 appro•.14 of othcr propossl• diccccly a!(eccing the propcrcr covcred by your
propo..l! I[ res, erplain.
CiCacl~!_-~ OC J , % ,5; `.:7) -
~ ~c =-F .f~ ~ ~..C~._~z...~ .f rl ~ /
10. Ust a07 sovcrnoeot •pproval• or pcralt• th&t vtU De needed (or yovr proposal. 1f hwvn._ ~
~,~1~- Q c' ~f~(._~: ~,l~--L ~"~.•~-GLf ~~'C:.c.,~. C_~
~ ~
~a -.c.~ A ~ ~
11. Gl•e a bclc[, complcce dcscclpclon of rwc proposal. Including the propoeed usc• •od r!x •l:c ot the proJect •nd •ite. :l+cire •re scvcral
QueetlonA Lter to thle theeklist that •st you co dcscribe ccccaln •spett• of your pcoposal'. Yo.i Co not occd to repeAt thoae aeuvers on tAls
PaBe• /
~O t o~►
. ~
4Q& I"f .
1.. Loucioo o[ the pcoposal. Clve •uftlcieac !a[otiatloa toc • pcrwo to uodcreuod the pcetise location o[ rour ProposeE project, Ialudin6 a
•creet address. if aay. and •eccioo. cavoship aod cante. if knovo. If a propoaal vould oocur o.cr • rante•of aru . pfortde C6e tan6e or
bouadarics oC the sltc(*). irovide a lesal da#triptloo. slce yLes riciniq map. •nd Copo<<apKc aap, if rca*ooa01y aralLDle. VLile rou
should su6a1t aa7 pLns reQuired bT the asenq, yoa •re noc rcavtrcd to duplluce aapa oe deulled pLns •ulaictcd vicA' aar pernit app11ut1on
reLced co thia chctkllsc.
~ . (0 3 / - ~ ~ GCti~.~uc.-~ . ~'cu-~c;t~c.,_.c~, -,,.:.c~-~ •~~,yl
j-/
~ ~ ~ g
13. 0«s ct+e proposcd accioc lic vtchio chc AQui[cr Scasicl.c Aru (IISA)' :he Gener Scycr Serv3c Are~: :hc prlorlcy Sever SeMce Aru' :I+c
Cltr o Spokinc' (See: tanc Couocy'• I~SA O~rctLr Zonc AtLs tor Eouodarles).
~.r-(.2t_
4 0/
.0 6C 00lYil71M ET AITLIUX7
6. rprVIY+O1CQ1r'JL CLZICO25
EvaluiClon For
~enn u.e onir
i . [~n
a_ Ccnccal deacclption ot t1+c sltc (ctcclc onc :(LC colllat, h111y, sceep slopes, mountaicws,
d.u_e" ,
b. :11ut t• the •tcepest slope on the •itc (apyro:laatc percent slopc)!
C. ~'lut 6ccecal c)yc• of •011• •re tound oe the slte (for cuaplc, clay, gaod, aca.el. pcaC, ouct):
I( you knov t!u c1aasiLtuttoo of •ar1tu1[ural *011&, •peclty Chcn and notc •ny prtee f.rvLoA.
Ami ~r sol c-oy)d )ti ans W P 6rcavrrfereo! in ea eF +e. eJe*,n ex~"t~L" -j~ Pdo 50% .
ConctN-~ a~n.s p rI rnar; lv► mP~( ~Vrn 1"0 cairs~ mca ;rYr~ a I Iov~~m . Tinio ~1 ~n ~fi5
d. krc chcre •ur[acc lodltactoos or ASstoc7 of unscable •011s 1n the taaedtitc rtctol:r`. If so, CJ~~~'11 ~v"C • ~~~~~~~I~'
descrtbc. -~jf,V ~ ~
a (!9f?AvEUU- 5AN 0 _
SPOr.Ax£ CKytkOxxEHtAL ORO[KAxCE
~
(vAC 197-11-960) Sectton 11.10.2]0(1)
. 8. CNYIROfC1EHTAl. ELEHEMTS(COntinvtd)
Eveluation for
Aqenty Use O~ly
e. Descrlbe the purpose. typt. and approxfeaacc quaniities of eny fi111ny or greding proposcd.
InEicate source of fill.
`?l_.C_-C..F._..Q-4- "
~ r.k.,•
1, /1
f. Covld ero fon oCtvr es e result of Clcsring, constructio*) or vsc' if so, qencreily descrtbe.
q. About vhet percent of the stte vtll be cover C~itn 1cocr~tous surfeccs after project construc-
' tion lfor eRaaplt. asphelt or 0u11Etnys1?
~
n. ProposeG ateasures to reduce or control eroston, or othcr tapects co che eartA. if any:
I VF1Y1P , Y'P~ lJl'('P~ .
1
2. AIR
A. vhat type of twisstons to the air vould result fraa tne propozal (1.e.. dvst. autoooDfle. odars
fnCustrtal. vood smoke) Cur1ng conscruction and vnen the 0*'o kct 1s completeQ? It any.
generally describe and gSve approxfmate quantltes if kna.n.
~t/// ,.t~ 6~'~'li ~ ~'1'~-~~~-C~G-~ ~ t l'/~ { ~.rt_.!''( -!tl' .i'"'✓. i l~Jil~l /
• l~.n • ~~..i~t~ `~f - ~ ~ ~"r~i ..~`.C.' s rl e_..~v
r ~ • -
b. Are there anr off-stte zources ot cmfsslonz or odor thet aay sf(ect yw r proposal? If so,
generally descrtDe.
~-c ~
c. Prop ~easvrei to reQuct or tontrol eaisitorts or other 1aqatts to atr. if any:
f
3. vaTER
e. Surfece:
(1) li thert any surfaCe rater body on or in tAe lantdtatc .tclnltr of the ilte lntludlnq rear-
round anC setsonal struQZ, saltwter. lttes. poMs, .retlands)' !f yes, describe trpe u+d
proviAe naees. If &pproprlatt. state what streao or rtver it f1oMs into.
. .
(Z) Wt11 the project reduire eny work ovcr, 1n, or sEjaCent lu (vlthin 200 feet) Lhe dtsCribta
weters' If yes, pleeit describe AnC aitach ♦vaileble olins.
r
3
' SPOT,AXC LNVIRUtaIMfZLL O$MItiA.'iCZ
(vAC 197-11-960) Seccioo 11.10.230(1) ~ .
s. CHVIROftMNTAI. El.iKr.-'S (<ontlnued)
, C~alustlon For
Agcacy Use Orlv
(3) Cattmatc the aoouot o! (111 •od Ecedtc u cetlal tlut rould pe p Lccd 1n or removed froo che
•ucfacc watcr oC vecland@ •nd lndicatc the •rea oi the sitc clut voulE be atfeCted. IndlGate
the •ource o( llll o.cerl•1.
I
(C) V111 Che pCOposal fcQuScc •ut(•tc •+cer vlthd n wl• dr dlvecstons! C1vc •:cncral desctlp- _
cton. purposc. •nd •pproxla&tc Quanttttes, tt knovn.
. / .
(S proposa1 Lle vithln • l00-1ea[ (lood p Lio'. Il so. oote loucloo on the •iCe plan.
(S) Doe• the proposal lnvolve •oy dlscl+ar=es o[ vu te mace[1a1• to wrfacc vacers! If Go.
descTlbe the tyrpe o[ wste ac+d antlclQaced voluae of discluR<.
b. Cround:
(1) uill arovndvaccr be vltl+dravn, oc vlll vaccc ee disclurged to jfoucdv.ter'_ Clve aeoeral
dcstCiptLon. pucposc. •nd •ppTOZiwatc Quantitles, 1f 1mow. .
(2) OcacriDe v.sce sace[lal cAac w1L1 Oc discharacd lnto cAc grouod tem scatlc ta++lc• or orhez
uoltary va•ce Crudect fat111q. Descclbe the Eeoctal sl:c of the rysce, the omscr o[
Rouses co be scrred (1( appliuble) or the auaber of persoos tl+e wyeces(a) are exyccted to
scrve.
(3) DestrlDc aoy •ysccns. oiher cAaa cbosc desigocd for the diopoeal of unfuc7r vute,
installcd tor the purpose of dlsch+c'glns tluld• belov the grwod surface (lntlude• srstea• •uch
as those [or the d12po4a1 of scorS w[er or dr9iw6e iroM floor dntni). Ocscriec the t7pe ot
eyeteu, the • wuot of maceclal to pc dlspooed of ceroure the •yscc+ aed tAc qpc• of aatecials
llkclr to be dlsposed ot (lacludin6 aatecial• vftilcA uy cncct the sysce loaQrerceacly throu6h
splll• or a lesult of tlcettthtlat actlvi[1es).
c•-r----- ~ {
. ~.a / iL'1 ~ ~ \ ~li~ _.7 C.~ \•L ~ ~
1
(L) vtll anr cAolcals (eopcc1a117r orsanic •olvcat• or pctrole w(ucls) bc s[ofcd 1n •bovr
S:o..nG oC unOcY=rouod •tora(t caoL'. 1f •o, vtL&t tTpc• aod QwoClttt• of escc[lals vlll bt _ .
~
. SPO[.Ah'L t7f1'IAONfMN7A1. ORDIltAt7CE
(vAC 197-11-960) Section 11.10.230(1) ♦ ~
p_ C77VZR04-..ETfTAL T3..aMt"5 (tontinucd)
`_vslvacion Tor
' Agcnt~ U~~ On1y
(3) ~at pCOttCClvc oc&aurcs .~111 Dc t&ken to insurt [tvI leak• oc splll• of •nr C~ a1Ca1•
.corcd or w cd on s1tc vill not D< •iloved to pcrcolatc to 6rouc+dvater (thl• lotludc• ocssures
to 4cep cheoic&ls ou[ o( d1sposal •rscea• destrlbed to JD(I) &M 30(W ,
n l A-
,
C, Vac« Runo(( (lncludlns •COro watcr):
(1) Ocscrlbc the •ovrcc oI rvno(( (tocluding •toro v&Ecr) and atE1ud of collcccion •nd dfspo u!
1: •ny (inclvde Quaotlciee, 1( knovn). Uhece vill tR!• weccr (low'. Vill tAis wtcr flov lnto
othe[ vatere' if •o, dcscrtEe. -
~ -tt~ G~. ~a~-Gh ~5i~
,0~ bm- mr un- o~ ~ i 5 GoJled~f' vn
i n `~12 Rqr k; nq ~1 G~ -~7 a dt'a IWOt.lQ, ~ ~ e- G- AL 5~2 .
/4,T61~ /'oo-P `rn~ivni ~cuu i
rn~► ~~.5. ~
~
(2) 7111 any chcaltala be •tored. "ndled or uaed on the •!tc in • lou tloa vhere ••p111 0r
luk vill d[alo to •urfatt or siwttidwater or to a •torv vaCer dispoul •rscm dlacha[a1nL to
•ur(ate or =rouod w ccr'.
(3) Could va4ce sacerial• eater arounE oc •uztace waccts? Lf so. acacraLly destribe.
d. Proposed w wrcs to rcducc o[ coocrol w rfate, sround. •nd cvnof[ vater L pacts. tf •ny (if
c tbc pTOposcd actlon 11es vlchln clse Aquife[ Seeuitlve Aru De esptclallr tlu r on cxplawatlow
c rclatiag co [ac111tie• tonterntoa Settion• 3b(4). 7E(5), aod 3c(2) of th!• theckllec):
G aW; k I I ~ rn J i oLs INX-
~v c,5 w i ~ o~rai ~n ~
~ C~ r'~' h I x~ 5;n i a~~~ c- 3 U~, 1 eJ d~ d~re c~{ U m T,D
15 1. . PLA•: 5 a_ C.l+eck or clrclc cype of vc6eution found oo tt+e ■Sce: decLduoue crcc: alder, s.aple. a#pec, oct+cr.
cvcrarcea cree: fir, ceEsr, plne, ocher.
.hr,.b.. ~~~ovYf~ 5hr~ ~,cr,~ p►~I . .
gr....
p"cuce.
crop or 6raia.
vec soil plancs, u cta11, Luctcrcup, Dullrush, •kmlc taDbase, ottur.
w+tc[ plancs: watcr lilly, eel=rass, ailfoil, otf+er.
ochec typc• ot vetetatlon.
D. Mat kiod and uouoc o( vegetatlon vill Se resored or •ltered7
~ir.~ bbP•r . 15 rio 10,r'cv,
,
I \A
C. Llst chrutct+cd or codangereC •pettce ►aovn to be oa oT ac,r the_ •tte. ~
Y `~V ~ :
d. Propos<Q landeu pIn6, usc ot pLAnts. ~~as ,~fe -cQ pr c rvc or antu nc vic e~ tioo ,
on c1e •ttc, !f aoT: ~ '.S -ttL " 4
7t
5
SPOKAXE ENYIROtQtEK1AL OROINAJ(CE
(vF! 197-11-960) Sectton 11.10.230(1)
.
8. CNvIRCwiEKTA1 ELEltENTS (COntinueQ) ~
Eveluetton for
Aqtncy Ust Only
S, Ax1~t~5
e. CirClc nny D1rds and animals wAiCh heve bren observed on or neer the sitc or arc kna+n to Ge on
or neer the s1tt: '
o1rCs: havk, heron, eagle, sonqblyds, otner:
memnels: deer, beer, elk, beever, otner: t f~
fish: beis, ialmon, trout, herring, shellfitn, Othtr; Q
O[her:
o. list eny tl+reetened or enEengercd soecies tno..n to bc on or ncer tne s1te.
C. IS tne S1tt peri of a nigration rGUte' if so, ex91a1n.
o. ProposeC caeasures to preserve or enhencc vildlife, if •nr: .
S. ENERGT AttO KATURAL RES4tJRCES '
a. vhat kinCs of enerqy (elettrlc. natural gas. weod stove. solar) M111 be used to oett the
the eoapleted profeet's energy needs? Oescrtbe w1►echer tt wtil be uscd for-Aeetfnq, naRUfae-
turiny. ett. ' , . .
~ . ` ~l ..l_..!iC..C ~ d :~G..-t•<_r_ /~'~~I t .
b, uould your projeet afteet the potenttel use of solar encrgy by ♦djacent proptrtles' lf so. '
9entrally 6ezcribe.
c. Wnet klndz of enerqy tonser,raiton features are includeC tn the plens of tAts propossl? llst
otner proposeC oensures to reEu or ontrol energy icpects, If .ny:
)~Gt~}t~l V~Vef~ ~
. . KA~W
~ . n 1 ' ' 1 a~a~n v~ .
E►tVIRO!MENTAL HEA1.TIi
A. Are tf+ere any envlronraentel health hazards. lncludin9 exposure to tozic chewleals. r1sk oi ftre
and ezplosion. spill. or Aazardovs vaste, tnet cou1G otcur as • result of tA1s proposal? If so.
destribe. ,s-
. ;
(1) Qescri0e special ea+eryency servlces tnet night Oe ~r_~•-e:.
~~1 l i~--•-~ l"1• .
~
SPORwNE Lh'VIROMS°T•T1L ORDINIt77CE
(VAC 197-11-960) Scctlon 11.10.730(1)
. ~ .
B. rrvtRO►aEnAL nZMENrs (cancinuee)
Ev.lwcioo for
Aacaty Usc Octly
EI:VIR017`TIi:AL HEAL-f1 (contlaucd)
(2) ProposcC mu surc• to rcducc or con:rol •:_trowcnt~l Acalth lu:arde, 1f •ny:
~
b. 1,ol6c:
(1) :jhAc crpcc o[ no1.c ezlit to the .rc& vpith dy affcct your projcct (tor e Lmplc: tra(tic,
cquipx oc, oper•t1on. ochcr' 0
(2) ulut typcs .ae lcvelc of noise vould Le cr u ted try or a uoclstcd vith the pro}cct on •
ort-tcrn or • long-tera bas!• (tor ezanplc: trafflc. toostcvctioa, opccatioo, ot6cc)' lodlcatc
vhit hourc no1oc would cow 1r'os Ehc slcc.
3<~ ~ IJ1 /Jf>,1. .
(3) Proposcd wu w re to reducc or concrol aolse lapitts. 1f any: T~
8. LArD Ah'D SNOP.FLIt1E OSE
a. Vhat !c Ehe curreat use of the •itc •nd aC}atcac properiiesT_,>~
b_ H+• the •1cc Qeco used'for agrlculcurc' II •o, descriDc. "-7if n-~
c. [kacriDc •ny scncwrc• oo the sice. ~ Z/~•~,~
d. V111 •ny •trvc[ure• be dwolfshed! I[ •o, vhScA! ~'t V
c. W:ut ls the cv[zenc coains cLasifiutloo of the •!te!_j~f
t. Vlut c1x currect coopcelscnslve pLa dcsisnAciou of the •!ce`
i
11,0^ 22. AJ i S aC.P, : b~1dP
J yn2) L. if ap91fc•►1e, vlut 1• the curceat sl+orclinc sLanccr progru desituatlon ot the •!te'
h. Na• •ny pArt ot the •ite bcco cLaalfted ao 'ec.rlrovmcoc.lly •eoa1t1ve" •[u' If •o, '
•pctfl~. ,
1. Apyrot:.m.:.:, oww o+oT PeoDle voulC rcoidc or wort ta che co+plcted pro}cctt
' ~
. SPOf.wFtL [:`R'ICOrMxL1. ORD1tuRCL
(vAC 147-11-960) Scccioo 11.10.230(1) B. ENO IRONISLITr/.L Q.L`QNT$ • a
(Contlnued)
_valua(lon FOi
&gcncr u.e oujr
ApproxlaAtcly hov o,snr peoplc vould the coaplcced pco}cct dloplscc' 1-7'1-y-•-yt~--
t. }roposed Uu ourc• Co •vold or rcduce dl4plocemcot lap.c[., 1t •nl:
1. Propoeed su wcu co ensurc the propos&l 1• coopatlblc w1tA ccleciog •nd proyeCtcd L nd .ue• •ad
pl&ns, i[ •ay:
" W { Iv 1 ' .
61 5 f ~ I'YlG1 0,1~15i ~
- 5,-}- .
_ 1 xu~yg
' - f~ ~ ePrn a,rea ocuor-s o,~ ~r~ f a~~cs~ ~r
. , ~orn ~
S. n~L'SIVC I
Approx3a.tcly T►ov u oy unit• vo-ild toe ~rovided, !f •nr' InGic&te vhetlur h16h-, mlddlr , or
loriacooe howing.
~ 1, Ui~ - Lk. (4 .A.0
b. Apycoxioately 1wv manr uatta. If any. vould pe tllaitutcd! IoC1 u tt vl,eC!►tt hlaA-, aiddle-. o[
lov-lncoue Aoua4pg.
U~_
C. Pcoposed seasures to ccdutc oc tontrol hovslng lmpaccs. if soy:
/^T-
10. AFSTiIETICS ,
A. Vhac ia the [allest he16At of an7 proposcd ac[vccuce(e). coc locludinC anceonAs! Vluc t• the
pclaclp&l ezceTior bullding macerlal(s) proposcd'
QroaoaP~ s,:*vC~vre': 3~~ i 0 h4~Oh+.
Ib~.Idix~,/t'~
b. whiC vlev• la the laacd Lte vlclnlty vdild be alccrcd or obdtructed? ~
c. Propoeed measvrc• to rcducc or coccrol .esc!►etic L.p•cc•, if avr: 4k ~ C~I(;G(xs p41 1/ LC~
~or vi 1 vzd -oo ~5h'v uAII
e,7 r - ►,~o~~ r~ ,
~
11. LICN' A.vD GLJl1tE
:11uc type ot llghc or sLre vill the propoaal proCucc! lfut cime of dsy vouid it aalaly occur!
E 5 k ie) q.is 1 a~id I4~d rU ~ Urf-a z-
' c
b ~ ' n~e- n . .
. Could 11~ht oc LL te fT ttu [lal~Aea pco}ect be a safcty lucacd o[ lourfere v1cA vlewl
l VV -
c. v1+•c eat*cina o([-•lce •wcces ot ISaAc or =Lcc a.y •![ccc ywr propo••1'
d. Yroposcd susure• co reducc or Coatrol Il6ht •cd jLfc i--vp&tcs, 11 aoy:
8
' SP'0[AHL LNPIRO'1`QMA3. ORATHIINCE
(vAC 197-I1-960) Scccton I1.10.130(1)
. ~ ~
B. CHVIItON-MrAL Q4QNT'$ (tontlnueE)
. EvaIwtlon For
Aaency Use On]y
1:. REC4LA: i0::
ub4t dcslgnatcd •nd infocm.l rtC[u Clooal oppOCCunltlee •fc 1n the 18ned1s[c r1C1n1ty?
~~"L~ " /L~G/L1+c-rLC~t/ ~ ✓Q./~ ~:.o-G~o,.<~
the proposed proJctt dlsplate •ny e:lotlot retccattocul u.ed' 1f •o, dcscrlDc.
c Proposcd .e.ourc• [o reducc or conc[ol tap&[t• on rctreAtloo, intluding retreatfon+l oppOrtuni-
:lc• to bc providcd by CAc proytCt or •ppllcanC. 1( •oy:
13. RIS'OAIC ANa CVLTURAL PRFSERVA-IOK
a. Arc chcce any place• or objctt• llstcd oc or proposcd fo[ n&ciooal, •catc or loul preServe- .
cion reqistecs kaown to be o0 0r oexL to cbe sitet If so. "nerally descrtpe.
b. Generally descrlbe aa7 Lodaark.s o[ evldeoce o[ Aistottt •rcAaeolosical. acLeocific or cultural
lopocunce Imovn to be on or next to the altc.
c. Pcopo•ed oeasure• Co reduce or control isp.ccs, lf •ay:
t
J
1&. 'T.At1SPOR-ATI04
A. Idcotify puDllc •treets •nd h1=hvar• "rvietg cAc •itc •od describe proposcd .cccss co the
' exiscing •treet •rcccv. Shov--oa •fte p Lw , 1f anr-
~jC..(„ ~.-<...•L t..- ~C..G.. Cr~.-4 G.~.
b. Is sSCe turzentlr •erv publit c[yalt~ I p t,ot. v~t ~ avvrozlaate dlstance co the 't L-~~- i G
!S ~ f (o S ~ -
. ,(i~. ~4.-i r.a..~ •
uurc . c c c. oA! t. c op ? t..._
~ I y
t. tlo.. uoy parklnt •pace• vould the eompleted projcct Larc! uay vould the pro}ecc ellodeute'
w1 ~ Y
M (6w 6;1
Pa ~°mrg no~ ~r1 ~I .
. ~
d. vill :iQuire acy oev roed• oc •craets, of leyco.csencs co ex1otlna rwd• or •crect•
noc iocludfo4 dclvevaye! If •o. teoecally descrlbe (lodiutc whecAcr public or pcivatc).
•~_,1,~-.-~~ .
c. pro)ect we (or occvr to the l.aedi•te rttinlty of) vi cer, rall, or air craaaportatloo'
. Csccrally deecrlbc.
1
V
r
. ,
~ . .
SPOf.wNL o'rL'IKORt`LCN'..AL OttDtrtrv+Ct
(vnC 197•11-960) Scctloa 11.10.:30(1) i
S. Orv1tOtt.`ff1r:A1- CLLKL'KTS (coocfoucd)
Ev41wcioo Fo~
A8cnc7 Use Oc1y
Rov euny vchlGular Cr1ps pcr day vald be gcnct•ied br the cooplcccd pro)e[t: l( kno-n,
1ndlca(c vt,-,n pcak would O<CUr.
~I--
r
9. Propoeed oci wrc• co r<ducc ot contca! tran.portatlon topatcs, if •ny: IV /A .
15. PUELiC SERVICES
A. Jould the pcojcct result in •n 1r,crc.•ed occd tor pv!)iic •ecrlcc• (tor exu .plc, fire proccccfon,
politc p[octttlon, healch u re, choole, otAer)'. If •o, gcnerall)' d:e^[tbe.
~
~'7~ .C...t_.~ •-t~t ~G'~~i .4/1..~ , f-.
. ~
D, troposcd su wres co [eQute o[ tontrol direct impatc• oa puLllc eecvlces, •ny:
16. L:ILI-IES I
A. Ctrcle uti cucreatlT av&i L b2e •c cAe •ice: clectricit nAtural tiS, wtc~refu
' scrvlce,kCElephoo , •anicac7 •ever, •cycic rpoccn, ot
b. 3cscribe the ucilitic• thac arc pcopo.ed [or the projecc, the utilfcr providin6 che •ervice .nd
the :tocral constcvt[Soa activltie• on the •lte oC 1n the lawd Lte rlctnlty vhlch d ghc Dt
2 dcd_
I
OF~'~ i+
-n P~
~
~ C. S IG?UTtJRL
I, che vnderslgncd. wvcar uadec the pesulc7 ot ptrjucy ctut the above reapoose• •rc made trutAfully and co che bc.c o( ar Icnovledgc. i•lso,
uadcr.taaE chac. •lould tl.erc be •cy vlll[ul aierepreseouticn ot villful Lck of tull dlaclosure on ary pact, the • en u y vlchdrav .n7
decectilnatloo of consigot[Ltaocc Ctut it aight Sogve tn rcliaa e upoo thie checkllst.
Dace : Propooe ct
rr,br~cr ;rpc)
Proponcnc- / /./JI / .U/--•. . ,~.~-~G./~t.^--- Aadrces:
` (1~lgeutu
Fhaoe:
,
Persoo cospletlag [ora: /~11-4,4( Datc:
Phonc : 40 7 3 , ~
r
TOR S7AfT OSL ONLT
Sc
aff ocabcc(a) rc~lcvlna c1+tCkllst: (.Cn
O'M
~ 9)--
v r
scd on chl• scaff revicv of chc enviroamr.ot-( cRcckll-t st+d othcr ;~ertlocnt liilotait:: •~e .taf(:
~ CoeElude• that clxce •rc no proGaOlc •l6nfllc&nt •C.erse tap,&cE• •;id recan-b-:. . dctecxloAtlon o( nanaignlftc&n[e.
8. CoeeluEe• etut pro"ble .igo111e.ne .dverse envlronts,r.t.1 tapset• Co ea.•• eu[zent propos.l •nd reeoaemend, . mltigated decer-
aloatlon of ooaAtsnl[ltaocc .rlxh cooditlon..
C. Coaelude• clut [hcre •re proDable •lanlftt.et •dveree enrtroemeaea.l Sa~.::• -ceocuenrla . detcr-=tn.tfoa af •lgottle.oee.
fiLfNC M - SlS.:f
!0
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sd. { t ~ `rA I'"' 1 SP 4 19720 : • x., , ~ s~ ~:~4~" , ,r s~,~;
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\ . ' ~ ~ ':1 :i!' ~ +1 ~
p = •
pK,3 ~r ' ~ `~~=`,J~ ~,p '9 ~ 'f , i-' ) "'•+[~,y. A
1 ~ M J j • ~ ! , ...,,r ~ i~ ~
~9 ' ' r- ~ . . C2 to
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. ~ ~ . . , ~ u~iS . ~ ~ ~ i.~• . K ~5~~"~ . . , ~ ';t'•'=~
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' r . ' . ~ ~SQ1K 1g95.53
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3 39 .
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s
IOWA, IF/ Taylor Engmeenng, Inc.
, ~ .
Civil Design and Land Planning
Principals:
/'errv, M. Tuyluj; !?E.
Stur►Iey R. Stirlin,;
Mark A. Arcm sm, P. E.
Duvid C. Lctrsen. P. E.
Associates:
September 20, 1995
Scott M. Br{sc:h, Y. E.
Frunk R. Icle, A.SLft
Ms. Katherine Miller
Spokane County Engineers
Division of Engineering and Roads
1026 West Broadway Avenue
Spokane, WA 99260-0710 ,
OFFICIAL RUBLIC DpC(!Aq[NT
RE: Sight Distance Analysis SPOKANE COUNIY ENGINEEifi9pFFiCE
Catherine Johnson Court 0~ t
Proj ect #B95060 PRO~fECT a 9S~ G G
SUBI~~1IT7AL it 1X` y Dear Katherine, ~;~;~TO COUNTY ENGINEE
R
An intersection sight distance analysis has been completed for the approach onto 4th Avenue
per Spokane County requirements. The design speed (30 mph), and the design speed vs sight
distance curve (B-2b) were provided by yourself. The intersection sight distance from the B-
2b curve appears to be 375 feet for an at grade intersection. Since the intersection has a
negative grade to the west, a correction was made to the value determined from the B-2b curve
for sight distance in this direction. The correction is allowed per the AASHTO Manual and
the value was provided by Spokane Counry. The necessary intersection sight distance to the
west is 280 feet while the sight distance to the east is 375 feet. A graphical analysis for the
intersection is attached.
Sight distance to the east appears to be acceptable for the design plan. The sight distance to
the west, however, did not provide the 280 foot required distance due to an existing rock
retaining wall. We have modified the Grading and Drainage Plan to indicate removing a
portion of the retaining wall and grading the area along the line of sight to provide for the 280
foot sight distance.
We acknowledge the County's concem for public safety and recognize the necessity for proper
sight distance for the projects we design. We believe the grading revisions we have made to
106 W. Mission Ave. • Spokane, WA 99201 •(509) 328-3371
FAX (509) 328-8224
.
this project will provide the necessary sight distance for the posted speed limit and the physical
limitations of this sight. ~ If you have any questions or concerns regarding this analysis, please feel free to call and
discuss them.
Sincerely,
TAYLOR ENGINEERING, INC.
~
Mark Aronson, P.E.
Principal/Project Manager
OFFIClAL Pi.l9llC UOCU[u1Efi1T
Enclosure SPOKANE tiOUP3TY EKGiNEER'S QFFlCE
,
(r-A ~ ~
R cc: Glen Davis - Heylman, Martin and Assoc. ~3~ ~
pRnJFCT # .
` \ ' 4t 1 r A\ ii G/
SAJ/wtnnt/95-074A/kmi11er/092095 - -
TO C0Ui-: TY E~d.:
Taylor En~ineering, Inc. cNa Design ana Lana Planning
106 W. Mission Ave. • Spokane, WA 99201 •(509) 328-3371
FAX (509) 328-8224
- f,. .y~
% ~~i
.
- Taylor Engineenng, Inc.
~Civil Design and Land Planning ~ Principals:
September 12, 1995 Pei-i-~l M. fu ylo»; PE.
Stanley R. Stirliii,-
tVlcrrk- A. cl rnnsc~ir, P.L•.
D«t-id C. Lar,sen. f?F.
Ms. Katherine Miller Associates:
Spokane County Engineers
Division of Engineering and Roads scorr M. Bit.,<:h. P E.
, 1026 West Broadway Avenue Frank R. Ide, ASLA
Spokane, WA 99260-0710
OFFICIAL PUBLIC OOOMNT
RE: Sight Distance Analysis SPOKANE COUNTY ENGINEE;i'8 OFFtCE
Catherine Johnson Court OR (;INAL
Project #B95060 PgnJECT # . CPO
SL►8-M1TTAL 0 4-7`.?
Dear Katherine,
RETJ ;N TO COUNTY ENGf NEER
An intersection sight distance analysis has been completed for the approach onto 4th Avenue
per Spokane County requirements. The design speed (30 mph), and the design speed vs sight
distance curve (B-2b) were provided by yourself. The intersection sight distance from the B-
2b curve appears to be 375 feet for an at grade intersection. Since the intersection has a
negative grade to the west, a correction was made to the value determined from the B-2b curve
for sight distance in this direction. The correction, as provided by Spokane County, showed
the necessary intersection sight distance to the west is 280 feet while the sight distance to the
east is 375 feet. A graphical analysis for the intersection is attached. Sight distance to the east
appears to be acceptable for the design plan. The sight distance to the west, ho~vever, does
not provide the 280 foot required distance. An existing rock retaining wall limits sight
distance to the west to 240 feet (see previous graphical representation, attached).
Removal of a portion of this retaining wall to provide sight distance would require costly
earthwork and lunit site aesthetic appeal. The owner would prefer to sustain the retaining wall
if at all possible.
Please note, our oricrinal sight distance analysis evaluated the stopping sight distance of a
vehicle approaching up-hill from the west. This original analysis was prepared at the direction
of Spokane County and showed that since adequate intersection sight distance could not be
achieved to the west, stopping sight distance would be analyzed. This analysis shows the
vehicle can stop in 190 feet. It is our opinion that since the 280 foot required distance to the
west was arbitrarily provided by Spokane County, there may be other acceptable standards for
selecting sight distance.
106 W. Mission Ave. • Spokane, WA 99201 •(509) 328-3371
• FAX (509) 328-8224
• , .
We believe that our first analysis of this situation provides an adequate entrance and exit for
; this project. In conclusion, it appears that the sight distance is provided for the posted speed limit and there is adequate intersection sight distance to the east and stopping sight distance to
the west for the new driveway to this project, without removing the retaini.ng wall. Thank you for your attention on this project, and if we can be of further assistance, please do
not hesitate to call.
Sincerely, .
TAYLOR ENGINEERING, INC.
o a ~
Mark Aronson, P.E.
Principal/Project Manager
Enclosure
cc: Bob Brueggeman - Spokane County Traffic Dept.
Ann Martin - Heylman Martin & Assoc.
MAA/wmm/95-074/kath/091295
Taylor Engineering, Inc. . .
Civfl Design and Land Planning
106 W. Mission Ave. • Spokane, WA 99201 •(509) 328-3371
FAX (549) 328-8224
D
~ .
, A ~~3
Taylor Engineenng, Inc. '
Civi1 Design and Land Planning
g Principais:
Aubust 22, 1995
.Perrv M. Taylor, P.£.
Stanley R. Stirlin,
OFFICIAL PU" pCCUWT 1Vlnrk- A. Arnn.rcm, P.E.
Mr. Bill Hemmings, P.E. SPOKANE COUMTY EIWQWft OFFICE Ut7vid C. Larse». P.E.
Spokane County Engineers
Division of En~ineerin and Roads OR r..
d ~ PROJrCT # GD Associates:
1026 West Broadway Avenue 5UB:~.~lTfAL # Spokane, WA 99260 sc~~rr n1. B«.tich. P E.
RETURnI TO COUNTY ENGINEER FicTnk R. Icle, AS1.t1
RE: Sight/Stopping Distance Analysis
Catherine Johnson Court
Proj ect 095060
Dear Mr. Hemmings, .
A sijht distance analysis has been complzted for the approach onto 4th Avenue per Spokane County
requirements. The design speed (30 mph) and the design speed vs sight distance curve (B-2b) were
provided by Katherine Miller (Spokane Counry). The i.ntersection sight distance from the B-2b curve
appears to be 375 feet and a graphical analysis for the intersection is attached. Siaht distance to the
east appears to be acceptable usina the 375 feet distance. The siaht distance to the west, however, does
not provide this distance. The distance provided to th~ west, si;hting, down the road (worst case), is
approximately 240 feet.
tiVe also calculated the distance for stoppinJ usino a 2.5 second reaction-perception time goinc, up a
3.5 % grade with wet pavement. Since this is an existing condition on 4th Avenue, it was analyzed as
one car seeino another car (eye height of 3.5 feet, objzct heijht of 4.25 feet). This calculation resulted
in a distance to stop of 190 feet, which is less than thz 240 fezt shown on the second crraphical
representation.
In conclusion, it appears that the sioht distance is providzd for the posted spzzd limit and that there is
adequate stopping distance for one car seeing another car.
If you have any questions or concerns regardina this analysis, please call.
Sincerely, TAYLOR ENGINEERING, INC.
Mark Aronson, P.E.
Principal/Project Manager
Enclosure
.
cc: , Glen Davis - Heylman, Martin and Assoc.
106 W. Mission Ave. • Spokane, WA 99201 •(509) 328•3371
SA]/wmm/95-0741Sighd082295 FAX (509) 328-8224
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~
a
L/ Taylor Engneenng, Inc.
Civi1 Design and Land Plannin
~ g Principals:
August 22, 1995
Perrv M. 7uylor, f'.F.
Sttrrlley R. Stirlijr;
Mr. Bill Hemmings, P.E lVla~-k A. ;-l ro»nsnrr, f'. C.
P.E.
Spokane County Engineers n«►,ld C. Lcci-sen. YE.
Division of Engineering and Roads Associates:
1026 West Broadway Avenue
Spokane, WA 99260 Scott M. I3rrsch, n E.
ramvm Frartk R. /(Ie, ASLA
sP0yA-1rCq:0utM
RE: Sight/Stopping Distance Analysis
Catherine Johnson Court AUG 2 S 1995
Proj ect #B95060
Dear Mr. Hemmings,
A sight distance analysis has been completed for the approach onto 4th Avenue per Spokane County
requirements. The design speed (30 mph) and the desian speed vs sight distance curve (B-2b) were
provided by Katherine Miller (Spokane Counry). The intersection sight distance from the B-2b curve
appears to be 375 feet and a graphical analysis for the intersection is attached. Sight distance to the
east appears to be acceptable using the 375 feet distance. The sight distance to the west, however, does
not provide this distance. The distance provided to the west, sighting down the road (worst case), is
approximately 240 feet.
We also calculated the distance for stopping using a 2.5 second reaction-perception time goinD up a
3.5 % grade with wet pavement. Since this is an existinJ condition on 4th Avenue, it was analyzed as
one car seeing another car (eye height of 3.5 feet, object heicrht of 4.25 feet). This calculation resulted
in a distance to stop of 190 feet, which is less than the 240 feet shown on the second graphical
representation.
In conclusion, it appears that the sight distance is provided for the posted speed limit and that there is
adequate stopping distance for one car seeing another car.
If you have any questions or concerns regarding this analysis, please call.
Sincerely,
TAYLOR ENGINEERING, INC.
oFF►CiAL PUBIIC Doet&W
Mark Aronson, P.E. '~POKANE COUNTY ENGNES?t OFF1CE
Principal/Project Manager ~ R !I
~ ~ ~ A ' ~SoCp p=
Enclosure
~y~:"► ~ :;-,a~ i'0(;0l1NT`l ENC~~kwr~,
ce: Glen Davis - Heylman, Martin and Assoc.
106 W. Missfon Ave. • Spokene, WA 99201 •(509) 328-3371
SAJ/wmm195-074/sighd082295 FAX (509) 328-8224
~ . ~ \ , •'-ti y
•
Dcrte:.~' O Note to file
/ w 0 Telephone conv.
Project: Taylor Engineering, Inc. O Meeting Notes
Project q5 ~07 4- Civil Design cand Lcmd Plcmning O Field Report
BY. ~ 0 Calcs. Chkd.
,
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Spokane, WA • 106 W. Mission Ave., 99201 •(509) 328-3371 • FAX 509) 328-8224
Goldendale, WA • 228 W. Columbus, Suite 104, 98620 •(509) 773-4945 • FAX (509) 773-5888
_ - .
Amr, v Taylor Engineering, Inc. ' - - .
w. ios Mission Avenue Suite 206 ' • LETTER 0 ANSMITTAL
Spokane, Washington 99201
Phone: (509) 328-3371 Date ~Job No. ~lJ Q
FAX: (509) 328-8224 ~ ~
ATTENTION
Re:I:AWaZ ~ l 1 V
J
102(o ~6V, 0-ga eT C& 0
---'B,9A , , WA 9921.oO
-
WE ARE SENDING YOU ~ r1TTACHED UNDER SEPARATE COVER VIA ~ THE FULIAWING ITEMS:
I I SHOP DRt1WINGS ~ PRINTS ~ PLANS ~ ANALYSIS SPECIFICATIONS
~..f COPY OF LETTER I I CHANGE ORDER U~
Copies Date No. Description
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THESE ARE SUBMITTED AS CHECKED BELOW: ~L r u;';;•a ; G"GUNTY ENGINS~;'
~.f FOR APPROVr1L U APPROVED AS SUBMITTED U RESUBMIT COPIES FOR APPROVAL
I I FOR YOUR USE U APPROVED AS NOTED SUBMIT COPIES FOR DISTRIBUTION
~f AS REQUESTED I ~ RETliRNED FOR CORRECTIONS M I RETURN CORRECTED PRINTS
I ~ FOR REVIEW AND COMyENT I I
REMARKS -Dt~ eLRAV1f--J0 TkAtJ W~~ IREV1~~
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'DIVi5ION OF EI*iGiNEERIF*1G AiVD ZtDAQS • A DTVISIoi~ 01: THE PU'BLIC WORKS I3Ea ARTME:ti17
Nfiiliam A. johns, P.E., Acting County Engineer Dennis M. Scott. P-E., Director
September 13, 1995
Mark AronSOn, P. E .
Taylor Engineering, Inc.
106 I7 ♦ Mi+74?iV11 Ave■ f ✓ te4 ir 5.+6
SpkJ11a11e WA 99201
Dear Nir, Ar'oI'1SC)I1:
I am in receipt of your September 12, 1995 1etter regarding sight
distance analysis fvr Prvject #895060. First af aIl I need to clarify
that providing adequate sight distance is no-t an arbitrary decision a~
~po}cane County as your letter st~~ed but rather a,s qu3te explzcitly
docunented in the AASHTO Manual. Upon visiting the site it is obuious
that there are remedies available to correct the sight limitations
ezther by limited earthwork ar by relocation of the propased dri~eway to
the present access to this site, Spokane ~oun~y will not caznprcmi,se
public safety fvr the so3e purpnse af preserving aesthetic appeal. Your
suggestivn af providing the lesser of the two required sight distance
analysis is not acceptable.
Very truly yours,
William A. Johns, F.E. -
Acting 5pokane County Engi.neer
R+~b~rt F.-SBr ~qge-man, P. E.
Traff ic Engineer
1026W. 6raadway Ave. • Spokane, bIJA 9916I]-0170 '(544)456-a6f}0 FAX: (SQ9)3.24-3478 "TDT): (509) 324-3166
~
i iF
Taylor Engineeri~~ Inc. w. ios M;SSion Avenue Suite 206 LE'i'i r~R OF TRANSMITTAL
Spokane, Washington 99201
Phone:(509) 328-3371 Date ' Job No. %-C74-
FAX: (509) 3
28-8224 q-'1~,`rq(~ ~1"'~ j.,,r ~ N ~ ~ ~-k~►~' .
ATTENTION
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To: Re: OAM V ~-rn
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~ . WA 9-
AT-TACRED WE ARE SENDING YOU I I UNDER SEPARATE COVER VIA THE FOLIAIM1'ING ITEI~4S:
~ I SHOP DRAwZNGS \ts~ PRINTS PLANS Nl I ANALYSIS I I SPECIFICATIONS
COPY OF LETTER L-j CHANGE ORDER I_J
Copies Date . No. Description
L!'~~
OF
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cPnKaNF co itnY SWMEERS 4FFIM
pon IFCT a S08"kTTAI #
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THESE ARE SUBMITTED AS CHECKED BELOW: Rg!URN TO GOUNTY.EWWEA
~I FOR APPROVAL ~ APPROVED AS SUBMITTED RF.SUBMIT COPIES FOR APPROVAL
M ~ FOR YOUR USE U APPROVED AS NOTED I I SUBMIT . COPIES FOR DISTRIBUTION
AS REQUESTED ~ RETURNED FOR CORRECTIONS M ~ RETURN CORRECTED PRINTS
M ~ FOR RE`'IEW AND C0MMENT I I
-filZ
REMARKS VsA
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Copy to: 1::::1 Le S-ke ~ .
_
, REQUEST FOR DESIGN 'DEVIATION
$30.00
DATE August 16, 1995
ROAD NAME 4th Avenue CRP/RID # N/A
NAME OF PLAT N/ A Plat # N/ A
ADDRESS OF BLDG 6321 East 4th Avenue R L? 504Ol)-
NAME OF BLDG PROJECT Catherine Johnson Court BLDG# B9 5&OS 24 T 25 R 43
FEDERAL/STATE P1tOJECT # N/ A PROJECT LIMITS
EXISTTNG COND ITIONS: PROPOSED IMPROVEMENTS:
ROAD WIDTH
ROAD SURFACE
AVG. DAILY TRAFFIC
Current Traffic Count Design Year Traffic Count
PROJECTDESCRIPTION The proposed project consists of constructing a 36 unit,
multi-family structure with associated parking and landscaped
facilities.
PROPOSED DESIGN DEVIATION Spokane County "Guidel inys f'or Stormwat2r Manaaement"
state that minimum pipe slope-shall be .0050 FT/FT and minimum
velocity in the pipe shall be 4 FPS, per Section 4-2. The proposed
desion deviation will allom a minimum pipe slope of .0038 FT/FT and
a minimum velocity of 2.2 FPS.
NSTIFICATION:
Stormwater ctuidelines are intended for nublic facility design and
rPCommended for privatP facilitv dPsign" This is a nrivate system.
' Drainaare structures need to be keot shallow in order to minimize the
depth of the 1208' pond. Pipe analysis demonstrates pipe system is
adequately sized to convey drainare to disposal area, (see Drainage
Report). Owner understands that additional maintenance may be
necessary to clean out these structures on a more frequent basis.
SUBMITTED BY Tavlor Enaineerina, Inc. DATE Auctust 16, 1995
ADDRESS w. 106 Mission Ave., Spokane, WA ZIP CODE 99201
PHONE # (509)328-3371 ,
ADNIIlVISTRA►TIVE VARIANCE FEE OF $30.00 PAID TO SPOKANE COUNTY
1026 W BROADWAY, SPOKANE WA 99260-0170 PHONE (509)456-3600 FAlY (509)324-3478
-REQUEST WiLL NOT IiE REVIEW 'TH~XkJT FUNDS- ~
DATEF L
CASHICHEC # REC, ~IV~ ~D BY ,
kWae9p.aev sM
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DESIGN DEVIATION ~
STAFF RECOMMENDATIONS. ~p
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/;m~~ ~t6PE-e.- -y~ stdow94 o rc ouP- ~9~DAW DP-AA)IvbOs ~
,pproved Approved w/conditions Not Approved
.
t ) ~ ~ ) ~ • ~ ~ ,,r~, C"~ ~J~.S
Project Manager Date
Approved Approved w/conditions N ,-Apfproved
Planning & Traffic Engineer Date
r Q i~1rr G~,'~~~v~t
Approved Approv d/w/conditions Not Approved C 2,~
O O ~
P ject Man~g.ement/Engineer Date
.
Approved Approved w/conditions Not Approved
Operatioos Engineer Date
SPOKANE COUNTY ENGINEER'S
DETERNIINATION:
spproved w/no conditions Approved as recommended above Not Approved
6/,3 ~
~ r ,
Spokane County Engineer Date
7
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~ ~LLARS l CHE~
AM~UNT
SPOKANE, W ASHINGTON 99201'
(509132$-3371 ..y►= ~ l~~j ~ ~~w,=+.? - c ~eE
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TH i. SUM, 30
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. Tp THE ORDER OF
TAYLOFt EtsGINEEFt{t4G, INC•
MERCHANTs gANK 99214
FARMERS & SPOKANE, wA a :
~ P.O. sox 14588
100 2 2,16 a 5
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S P O K AT-4 E O UT~,T T Y
DIVISION OF ENGINEfiRING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., Acting County Engineer Dennis M. Scott, P.E., Director
August 24, 1995
TO: Bill Hemmings, P.E.
FROM: Katherine Miller, E.I.T
x
SUBJECT: Request for a design deviation for 6321 E. 4th Ave.
Due to site constraints the minimum pipe slope of .005 ft/ft and a velocity of 4 fps were not
attained. The design deviation has been requested to allow a min pipe slope of .0038 ft/ft and a
velocity of 2.2 fps. The backwater calculations were well within standards. I recommend
approval on the condition that they increase the depth of the sediment trap.
1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
. ,
Taylor Engineenng, Inc.
Civi1 Design and Land Plannin
- g
Principals:
I'errx- M. T7),lor, P. L.
Stunley R. Stirling
t1lai-k A. .<lronsoii, P.L.
lacrvid C. Lcirsen. P. E.
Associates:
,Scott M. Brtsc•fr, E.
August 22, 1995 Frank R. f(tN, Asr_A
Ms. Katherine Miller, E.I.T.
Spokane County Engineers
Division of Engineering and Roads
W. 1026 Broadway Ave. sn,u,N ,
Spokane, WA 99260
UG 2 3 1995
RE: Catherine Johnson Court pjd~
Project #B95060 BY~ ~
Dear Ms. Miller,
This letter will address the comments dated 8-11-94 on an item-by-item basis. The enclosed
plans will reflect the changes requested and will be highlighted for clarity.
GENERAL
l. A sight/stopping distance analysis has been included.
2. A copy of the recorded property deed has been included.
3. Since this is a private system, the pipz grades were kept minimum (0.0038 ft/ft
min.) to keep the bottom of the 208 swale from being in such a deep hole. We
have, therefore, included a design deviation requesting approval of our pipe
system as it has been designed. Thz owner recognizes that maintaining these
storm lines may require a more frequent schedule than normal.
4. A swale and drywell detail has been included on the plans.
5. The Right-of-Ways have been dimensioned.
106 W. Mission Ave. • Spokane, WA 99201 9 (509) 328-3371
FAX (509) 328-8224
6. The approach permit will be obtained by the contractor after approval has been
granted for the site plan.
Please call with additional comments or questions.
Sincerely,
TAYLOR ENGINEERING, INC.
fl'IAW
Mark Aronson, P. E.
Principal/Project Manager
Enclosures
cc: Glen Davis - Heylman, Martin and Assoc.
SAJ1wmm/95-074/mil1e r/082295
Taylor Engineering, Inc.
Civil Design and Land Planning
106 W. Mission Ave. • Spokane, WA 99201 •(509) 328-3371
FAX (509) 328-8224
i Taylor Engineer.-. ~ Inc. w. ios Mission Avenue Suite 206 LE`1"i'k;R OF TRANSMITTAL
Spokane, washington 99201 '
Phone:(5 ) 328-3371 Date ~~Job No~'7~
FAX (509 328-8224
ATTENTIONC .,/r7F7
Re: ~ ~ ~ ~ /l~l-fG\!~~
To:
.
WA- 922&) ~ -
i/Jk~
WE ARE SENDIVG YOU\\~R ATTACHED UNDER SEPARATE COVER VIA THE FOLLOWING ITEbiS:
I I SHOP DRAWINGS PRINTS I I PLANS ~ ANALYSIS U SPECIFICATIONS
COPY OF LETTER ~ CHANGE ORDER
Copies Date . No. Description
I -7"' 27" 495 C1 dWDJKb 4A)RAA.,~ PI-AXJ ~ 00, 0PZ1
~ 6-a2-9cj If If if - ~~~~e~
I 6-22-9 5 GRAWWAL-, 6= gi&14
i ~-►c~-~~ - ~+~/~~t~~! ~ ~i ~ ~ ~
THESE A.RE SUBAiITTED AS CHECKED BELOW:
FOR APPROVAI, ~ I APPROYED AS SUBMITTED U RESUBMIT COPIES FOR APPROVAL
I ~ FOR YOUR USE ~f APPROVED AS NOTED SUBMIT COPIES FOR DISTRIBUTION
~ I AS REQUESTED ~ RETURNED FOR CORRECTIONS M ~ RETURN CORRECTED PRINTS
FOR REVIEW AND COMMENT ~
REMARKS
r--, . oAaeill
RECElVEO
- 'w•' G SPOKANE COUNTY ~
71P"1 W.- htl 1
UIV Z`
.v °"~e _,.,.;tii h~~`~ ~ ~
_ - - =_u _~J Sign~ . -
Copy to: ~
. f . _ ~ . . . . . . - - - - - - - -
7 • •
Taylor EngineenngInC.
Civi1 Design and Land Planning Pri
ncipals:'
July 25, 1995 I'ern, M. Tarln,; P.E.
Stunle~~ R. Stirlrng
tl9ark- A. Arnnson, P.E.
~
D~n-1d C. LursPri, PE.
Mr. Bill Hemmings, P.E. = f
Spokane County Engineers associates:
West 1026 Broadway
Spokane, Washington 99260 ScorrM. Br,scli. P.E.
Frank R. Ic-le. ASL4
RE: Drainage Report for Catherine Johnson Court
Dear Mr. Hemmings:
Enclosed are the calculations and data for the drainage report for the subject project. Procedures used are
as outlined in the "Guidelines for Stormwater Management" as published by the Spokane County
Engineers with revisions as of 4-15-86. The format used is as follows:
Project Description
Methodology
Soils
Topographic Data
Demographic Data .
Rainfall Data
Proposed Runoff Control Methods of Disposal
Peak Flow, Volume and Disposal Calculations
a. Hydrology Computations
b. Inlet Capacities
c. Detention/Retention Storage Capacities
d. Pipe System Capacities
Remarks
Following your review, I would be happy to answer any questions you may have regarding this report.
Sincerely,
TAYLOR ENGINEERING, INC. AECEIVED
SPOKANE COUNTY
~
,JUL 28 05
V.
tr,~Mark Aronson, P.E. UILDING
Project Manager DIVISIO
- (39s o °
, . . " :i If>
Enclosures ' ° ~ • - _ _ _ _
SAJ/bel(95-074/draih-re/072695) , - , -
106 W. Mission Ave. • Spokane, WA 99201 •(509) 328-3371
FAX (5091328-8224
' • -
.
PERM T DOCUMENT TRANSMITTAL
Spokane County Division of Buildings _
1026 W Broadway Ave.
Spokane, WA. 99260
Project Address: Project
Business Name: ' ' ~.~--f-
CO NTACT: 6 e n- 0Q Phone:
Mailing Address: Iao , c4 e Pi 0 3ci
COORDINATOR: Phone: e
i ~
DOCUMENTS CIRCULATED
Fire A . S ~ .
Description Bulldlny Zonln9 Engineers HeaIM Distit. ~ l1Ulitles SCAPCA
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R.J. Birr , Appraiser Parcel No. 6-03304
Page 3 .
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PROJECT DESCRIPTION:
This project consists of the new construcdon of 18 - 3 bedroom apartments, 18 - 2 bedroam
apartments with small storage spaces, common areas for family gatherings, tenant meetings, space
for equipment for use by disabled tenants for personal medica.l ma.intenance, 55 parking spaces,
play area for children, volleyball court.
Each 2 bedroom unit will be no less than 800 square feet and includ stackable asher/dryer,
dishwasher, air condidoning, stove, refrigerator, living/dining combinatio batbr om, entry and
linen closets. Each apartment will have small private deck space.
Each 3 bedroom unit will be no less than 900 square feet and includ full size asher/dryer,
dishwasher, air conditioning, stove, refrigera.tor, living/dining combination, a oom, entry and
linen closets. Each apartment will have small private deck space. -
4 of the 2 bedroom units will be fully hand.icap accessible (square footage may be increased).
4 of the 3 bedroom units will be fully handicap accessible (square footage may be increased).
10 of the parking spaces will be handicap designated parking in appropriate locations.
We believe that families with disabled persons often times cannot sufficientty care in their homes
for those persons because of space limitations, Iack of funds for equipment, etc. We are in the
process of identifying several non-profit agencies that may partner in this projec~ Shriners
hospital will be approached to provide meciical equipment for use ~y faimilies with disabted
children that may occupy our apartments, Muscular Dystrophy and Multiple Sclerosis Societies
will aiso be approached.. It is our desire to have available a common area that can be equipperi by
these agencies for use by the disabled persons who may currently have to travel to other Iocations
for therapy.
We have included designated units that will be affordable to families at or below 30% of inedian
income, at or below SO% of inedian income and at or below SO% of inedian income. We believe
that in order to serve the Iowest income tenants and avoid ghettoization we must provide a mixed
income complex. .
We anticipate financing this project with first mortgage debt from a private lender, Low Income
Housing Tax Credits, Washington State Housing Trust Fund deferned loan, contribution to
construction from ESD 101 Senrice Team/Youth Build program, subsid.ies from Shriners,
Muscular Dystrophy, Multiple Sclerosis and other possible agencies.
Cost assumptions were made by first identifying the local standard for mid-quality multi-family
construction, determining the square footage necessary and using that as a guide. Using this as a
basis, we determined that construction would be approximately $60/sq. fL, lot development and
irifra.structure were determined by meeting with various public agencies and then contacting
construction fums specializing in that area.
1 ~ .
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. • ~ ~ ~
J
At this time we have site control, current zoning is appropriate, we have sent out a Request for
Qualifications to several architectural firms, we have contacted an investor for purchase of the
LIHTC, we have received calls of interest from 3lenders. We have completed a project operating
proforma, preliminary project development budget and have accessed technical assistance for the
completion of our LIHTC application.
Following is a proposed schedule of events:
:::::.~:.::~:::•X:r}::.~ ;.:;n~ -:::.w:.~:.~.:~.~::::::: vxw: v.. v.:::..,~. . ......v.~:.L~~.1tiv . . . .J
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..:r:::.:...: ' .....t•:...4w{~~.,{,.y....:.}~k~. ~ {'vl.ti: . ~ • •y::.tin:tirv +}h?:v:~ti "$i~Tin ~ ~ Cr:t?~ '.k:•
. .
Preliminary Market Analysis Januarv, 1995 Completed
Identify Site and Suitability ~ January, 1995 ~ Completed
Identify players (Archicect, funders, January, 1995 March, 1995
partners)
Site Plans, Architectural drawings, February, 1995 March, 1995
Cost estimates
Funding Applications March. 1995 (Various dates, all complete by
June,1995)
Refine budgets ~ March,1995 ~ Avril, 1995
Site Acquisition ~ February,1995 ~ May,1995
Bidding/Bonding ~ May, 1995 ~ June, 1995
Funding Firm Commitments ~ June.1995 ~ July, 1995
Construction ~ July,1995 ~ Julv, 1996
Marketing May,1996 Ongoing as necessary
Management Personnel Trained May,1996 ~ June,1996 -
Certi£cate of Occupancy Issued + Julv,1996 ~ Auptust„1996•
Project Operational and Ongoing ~ August, 1996 + Fifty years ,
This project is designed to serve low to moderate income fanrilies. We have made the following
assumptions:
All 2 bed.room units will be occupied by a family of at least 3 persons. All 3 bedroom units will be
occupied by a family of at least 5 persons. Using the current utiliry allowance as established by
the Spokane Housing Authority for tenant paid utility costs, we have determined that 4- 2
bed.room and 47 3 bedroom units would be available to families whose income was 30% of
median income for those family sizes, 7- 2 bedroom and 7- 3 bedroom units would be available
to families whose income was 50°Io of inedian and 6- 2 bedroom and 6- 3 bedroom units would
be available to families whose income did not exceed 80% of inedian income for Spokane County.
Followin~ is a table that will show current "affordable" levels of rent for these family sizes.
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v; v~ ;...~•.y~:_: {vt~:^.N1.}v1~;::;{i} : Tti ..+i~ . f ~;.;.~}}:•}i:ti:. . : ~ •r:ti'v.7r .tir•:r X{ X.}• n:~1`ti.tv.~. M.2...
s::e~:::::~:: rr.. ~ , • ~ .,\.,Z.;~r.,.• .:i~S;.'•.:'<;. • •:.x;v .:.•r r•.~,ti• .f fsf.::.,. p.:::.,•r,:.... . ....;;.t:~x~C .
.L4; y .~{~Ctiti{•{:ti~:1zS~?: ~ }J~ .tit? 1'• • •.t.;~.:~;•{?}{i)i~i:i:y\•.ti
~'r ~S ~'~:i{:yi%? ~ 1~} \-0:ti•:~ ::.~,~:{i}~y' ;{%{:~~i:~}hti k \t: w:\. \j • ~/f ~ ? . f 'ti ' :•.~~.?4~. : 4•.~
:..Y~ :•r. yti~k~••1.~\.\S•::.K>'! :.N.L.'.f.Y.41~V.:1'JJ:'AM1'}J.•.i~•~~•~~'•~'~ ~ Y~ ~M~. ~ • O. . 1ti. ' ~•x~ .YA.~{ Jff.Vf..v. n \ L\'
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3 Persons at 30% 1 $ I90 ~ $510 1 $425-600 for 2bdrm
5 Persons at 30% 1 $217 ~ $692 1 $475-800 for 3bdim
3 Persons at 50°Io 1 $354 ~ $510 + $425-600 for 2bdrm
5 Persons at 505'0 1 $413 ~ $692 1 $475-800 for 3bdrm
3 Persons at 80% ~ $413 ~ $510 1 $425-600 for 2bdnm
5 Persons at 80% ~ $589 ~ $692 1 $475-800 for 3bdrm
1 , . • ' • • ,
t
J
Typical housing available to families at this income level is usually unsuitable. Families aze
"sharing" residences in order to maintain affordability or are living with relatives or in places that
are substandard. As a"low-income" housing provider we see large families unable to locate
housing that is both affordable and suitable for children. At our Westminster Complex we have
42 units of one bedroom apartments available. We turn away larger families because the units are
unsuitable for families. Our other housing development (Wilton Apartments) is currently under
construction and will target homeless men and women of Spokane. We will be providing 55 units
of Single Room Occupancy aparbments which also are unsuitable for families. Spokane Housing
Ventures has determined based on past experience and discussions with other housing providers
that there is a critical need for affordable larger units in the Spokane area. Not only are suitable
units scarce, they are usually located in "converted" single family residences and not handicap
accessible. In order to provide suitable housing as well as a place a family where they can raise
children safely and have pride in their surroundings, we believe newly constructed, quality
apartments with some amenities is the most desirable project at this time.
Site for the construction of these 36 units is E 6321 - 4th Avenue, Spokane, WA., located
approximately 1/2 mile from the Eastem most boundary of the City of Spokane, on the South side
of Sprague Avenue. The location lends itself well to this particular type of project. Tnis area was
the previous site of a single family home that was destroyed by fire over 10 years ago. This
property has had no other use and is currently zoned UR-22, consisting of approximately 75,000
square feet, which will allow 36 units. We anricipate two and three story construction.
The site is surrounded by a rock retaining wall that not only sets it aside :from the street and
surrounding homes but also gives it an attractive look. The ground ~is, mosdy level with the
exception of one area where the foundation from the destroyed structure was located. In the
center of the property is an abandoned well and well house that will be dismantled and filled in
during construction. This site sits atop a small hill and overlooks the City of Spokane and
Spokane Valley. We anticipate siting the buildings to allow all tenants some view of the
surrounding area.
The site is currently edged by 4th street on the South, Eastem on the West with a large slope
dividing it off from a mobile home down gradient and North, and woad fencing with a mobile
home on the East. Direcdy South and across 4th avenue are several older homes placed well back
from the roadway. These homes sit on spacious lots and have appropriate landscaping. In late
1996 the State of Washington Department of Transportation will begin construction of the East
Sprague Interchange Project which will provide a new off ramp from I-90 between current
exisring 1 st and 2nd Avenues, and straighten out 4th Avenue at the intersection of Eastem and
4th. Additionally DOT plans vacation of Eastem Avenue fnom 7th to 4tlz with a cul-de-sac at the
corner of 7th and Eastem. When this'is completed, Eastem Avenue will end at 4th in a T. DOT
has already completed "taking" of the land for this interchange and anticipates full cooperation in
the completion of this project. When the interchange is completed, 4th Avenue will be wider and
have curbing along the Northern edge. DOT has agreed in writing not to disturb the existing site
grounds nor the rock wall foundation. At this time DOT does not anticipate beginning this
project until 1996 due to funding restrictions. We andcipate no "neighborhood" issues arising
from this project
. - _
, • . ' •
~
It will be necessary to bring water approximately 850' to the site. While water exists and is
available in 4th Avenue at this time, fire codes will make it necessary for a larger volume than can
be obtained from existing. We have included costs of approximately $35 per foot for this
construction and have been informed by the East Spokane Water District that the possibiliry of
recovering some of the cost is likely. Current water lines have been determined insufficient and in
poor condition and the Water District will be loolci.ng at the possibility of connecting existing
users to the new line.
Sewer is available from Spokane County however, new sewer main and manholes (2) will be
necessary for this location. After reviewing sewer maps with Spokane County Engineers, we
have deternuned that costs will be approxi.mately $28,000 for this connection. That cost has been
reflected in our budget. "
Electiicity is available on the site with a pole and transformer existing on the properry at this rime.
Washington Water Power has indicated a cost of approximately $10,000 for connections for all
36 units, however as units become occupied and tenants contact WWP for power, these costs will
be refunded. We anticipate almost 100% of the WWP charges to be returned to the project at
time of initial rent-up. Gas is available within 50' of the site on 4th Avenue.
Public transportation is available approximately 4 blocks from this site on Sprague Avenue.
Access to and egress from I-90 is less than 5 minutes away. There are a number of local
businesses available within one mile including groceries, movie theaters, qlothing and shoe stores,
funnitiue stores, gas stations, banks, restaurants, etc. The site is sofnewhat overgrown with
vegetation at this time. We anticipate appropriate landscaping at time of construcdon. No
possible environmental issues have been identified but a file review will be conducted within 30 days.
The current owner of this property received it from an estate and intends to complete an
environmental assessment prior to our purchase closing. Additionally, the owner will completely
clean up the grounds and provide them to us free firom debris. We have negotiated a purchase
agreement with the owner and anticipate closing on the purchase no later than May 2,.1995.
v ~
~
STEWART TITLE OF SPOKANE -
818 West Riverside - Lobby - Spokane, wA 99201
Phone: (509) 747-6426 Fax: (509) 747 6827 ~
~
~
FIRST SUPPLEMENTAL TITLE REPORT ~
~
~
To• SDS Realty Our Order No.: SPO-05982 ~
~ 202 E. Trent, #202 Your Ref : Lamp
Spokane, wa 99206
Attn: Jay Overholser
The following inforrnation affects the title to the property covered by
our report, but is not intended to represent a complete report to date:
Z'he Leqal has been amended to read as follows:
LOTS 10, 11, 12, 13, 14, 15 AND 16, BLOCR 25, EXCF3PT THAT PORTION
DBSDED TO COUNTY OF SPORANB FOR EASTBRN ROAD AND FOLTRTH AVENUS
RECORDED OCTOBBR 11, 1956 UNDER AUDITOR'S FILB Nq..418700B. AND ALL
OF LOTS 17 AND 18, BLOCR 25, AND LOTS 1, 2, 3,-AND 4,'.BLOCR 25,
EXCEPT THAT PART THEREOF LYING NORTHBRLY AND WESTERLY SIX FEET
DISTANT FROM A ROCR WALL WHICH RUNS GENERALLY FROM THE NORTHEAST
CORNER OF LOT 9, BLOCK 26 OF 5AID ADDITION TO A POINT ON THE SOUTH
LINB OF LOT 4, BLOCR 25, APPROXIMATELY 164 FBET EAST OF THS EAST
LINE OF EASTERN ROAD;
AND ALL OF THE VACATED 60 FBET OF DYBR STRBET LYING BETWBEN SAID
BLOCRS 25 AND 26;
AND ALL OF LOTS 6, 7, 8, 9, 10, 11, 12 AND 13, BLOCR 26, INCLUDING
VACATED ALLEY IN BLOCK 26, EXTENDING EAST FROM THE EAST LINE OF
VAGATBD DYER STREET TO THE EAST LINE OF LOTS 6 AND 13 IN SAID BLOCR
26, AND THE SOUTH HALF OF VACATED THIR.D AVSNUE LYING NORTH OF AND
ADJACENT TO SAID LOTS"6, 7, 8 AND 9, BLOCR 26 THAT WOUI,D ATTACH BY
OPBRATION OF LAW;
- ALL IN TAYLOR'S RESiJRVBY OF MILLER'S PARR ADDITION, AS- PER PLAT
RBCORDED IN VOLUME R OF PLATS, PAGB 32;
BXCEPT THAT PORTION THBRBOF CONDHNIlNBD FOR STATE HIGHWAY PURSUANT TO
DSCRSE OF APPROPRIATION FILED DBCffiKBER 22, 1993 UNDER SPOKANE
COIIN'TY SUPERIOR COURT CAIISB NOMBER 92-2-04351-8.
SITUATB IN THE COIINTY OF SPORANE, STATE OF WASHINGTON.
Except as to the matters reported hereinabove, the title to the property
covered by this order has NOT been re-examined.
Dated as of January 27, 1995.
.
.
BUfLDiNG PERMItICHE€~-';~Ct_1S1" ~
MgEfiIN6
. . . . - -
- . . . . . . . l~ I
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( \V~ \EEMC `NT7O PA■ rE`V s-,~ •r~~. _x~
_ . ..-~~i...r.. _-~.s.-~~
RIG~-1T OF WAY DEPARTM~NT
- - - . . . _ . . _ . . . -
_ ~e~
DEED
-
EASEME~11"S
~ R/W~~------------_.__
_ RID
LEGAL-_DESCRIPTION-__^_-_....._._._..._.---....CHI..-- ECF-<'
L _ .-~----__.---_---_Y----~---_.
_ .
RECIPROC . . . _ ~ - - - ~ ~ - - - - - -
_ETTER FROM SCA_--F'CA
--A_L USE AGREEME -NT---- , _ _e
. . -
APPROACH ~'ERM1T X O
lc-~ p.o~.. dkl _ ~,oT _yvr.~~
M
WORTR~.aRROw -_.--X~___..~_
SCALE x
- ~
ROAD NAMES_
~
DI ENSIONS
R/W X
F'ROPERTY LINES X. , _ . . .
SET-ASIDE shown on .Plans
GR-~~DES (min 1.0°/a) X
STAM
----I'-- -
- - . ~ ~ -
. X
f'AVING (surface dL-h-scrintiori) _ . . . . . . _ . . . . X . . . . . .
TRAFFIC CIRCULA-T"ION~PLAN jC
LANb~§CAPE_PL.AN (208 CONFLICI"~ . . . . _ X
~7 ell/Lidllnlet/S~ lasl~ 61ock betail
X
-~RaiNn~E~~--~-----~. , ----1
Rodrconsiruction -.=----X-_-,__
_ ~\T~. . - ~ . . _ . _ _ . . . . .
.
AC on fioof X
F~
. - ~ - - - - - ~ - - - -
Swa e volume calculalions x
Swale Cross Section
X
_ - _ . ~
Pte Qeveloped Conditioti X
post beveioped Conditio-n
s EcI~L sol~ rES~rs
~ITC~~-~_CALULATIONS - - .
D ~
Pipe/BACKWATER CA'LCULATIUNS ' - 5~.. ~*--'v--'-- _ .r_ . . -
GFZATE C ~ L U~ ~ ..x
A C LATIONS ~
. v
-
aETENTiON/dETEN1~lON - CALGS
10/50/100 YEAR SYORM
---IROAbs:
MortFi-Arrow
. .
~enchmark
Scale
Gulter Grades
Ctoss Siope (2.0%-4.5%)
dreinage Report
.
Qrainaqe on Plans _ . _ . _
Curve Dala (radius, hc, vc)
~ -
Pdvement seciion ~
_
Tapers/tog stripe . . -
- . - ~ . . . _ . . _ . . .
E
nqineers Stamp
:Nantitiesl8ond estimate
3ond
Uiylar
-
DUuners Si nature
-
~ounty Starnp
~
o'
. .
S P O K A N E ~ j,i ~ C O L7 N T Y
.
OFFICE OF T)1& COUN'IY ENGWEER • A DIVISION OF7'IiE PUBLIC WORKS DEPARTMENT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
AGRE' EMENT TO PAY FEES
ENGINEER'S AGREEMENT NUMBER J/4~~
. ~ .
This agreement between, Spakane County and
~ 4X(fPAo pe~sonj
wh se interest in the project is
(i.e. owner, agenr, etc.)
. is entered into this al day of , 19 ,!?4 e-" . This agreement is applicable to the project --5-t ~
. known as:
04 ~p ~
Z
ro~ec a ress or i a ie i e num er
. That the iiidividuals and parties named herein as having an interest in the above described property or project
agree to tlle following:
1. Reimburse Spokane County for project review and inspection fees as specified in Chapter -
9.14 of the Spokane County Code. Tlie fees will be based on actual salary costs incurred
by Spokane County for project reviews and / or inspections plus a ten percent
administrative charge, and will be billed monthly as accrued. Any billing amounts clue,
including any expenses incurred in the collection af an overdtie account, must be paid
prior to the County's acceptance of tlle project for fili,ig. If aproject is approved and/or
filed with a balance still owiiig, the unpaid balance shall be paid within 30 days of the
invoice date. -
2. The undersigned agrees that these fees are clue anci payable iipori receipt of the billing as
specified above. ,
3. Any invoices not Paid within 30 days of the invoice date will be considered delinquent.
If any outstanding balance on the account for this project is not paid within 30 days of
the invoice date, no ftirther reviews of the project docuinents will be conducted until the
entire account balailce is paid. Any balance on the account for tllis prcaject not paid
within 65 days of the iiivoice date may result in legal action or the initiation of other
collection procedures, including referral to a collection agency. The Sponsor will be RECEIVED
liable for any and all expenses incurred by the County for the collectian of overdyeOKkNIE C:0UNTY
accowits.
JUL 1 8 1995
4. The monthly billing should be sent to the attention of:
DIVISIO F BUILDIN(a
,
NAME: aY.
~
ADDRESS: o Y~ ~ZF 5a ~ ~ _ CITY, STATE:
~ -
ZIP CODE: op~ Z- D Z 4-7(A)
n + PHONE
~ -
I understand that failure to pay these fees may result in delay in completion or approval of the project or other
possible sanc:tions.
0 If tllis fee agreement is compieted by someone other than the Sponsor (i.e., the project
owner or a principal in the firm sponsoring the project), suctl as the Engineer designing
the project, then written authorization from the Sponsor. ecifically authorizing the
Agent to execute tl►is I'ee AgreEment is attached to t1iis/Fee A~reement.
SIGNATURE F3y:
.
e A-ti d ~ _ _
T O
P P T NAME) f ~
RETURN YELLOW COPY TU SPOKANE COUNTY ENGINEERS
k1p\flagreemen.fee 2/1J95
i
7026 W. I3road\vay Ave. - Spokanc, I'VA 99260-0170 •(509) 456-3600 FAX: (509) 324-34"l8 "I'UI7: (509) 324-37GG
l//
~
d. ~ Iit A Y
V '~C~ AP ['LIC.aNTS ~1A~1~1T=
~~RI~ p
~ ~ . 5 ` ( 7 ( p O y-t Lt 4.e v t n t d N
4LDG T - OTHER ~ MAILING AD D IZLSS •~`i~~ ' fd V
sr-`/ . T ct S- 3 J'e a 9 9'2aI'
, PARCEL ~ PHONE - HOMF
ROAD vAltiiE ~Z Qf PHONE - WORK Aley- le >33
yyx'
?hc followins documcats ace nccdcd before the Spokanc Courity C-ngineer's Dcpartment c.zn begin processing your
variaace or buiiding apptication as approved. (509) 456-3600
~ AGREELMEN'T TO PAY FEES have been callected.
~ RECORDED COPY OF DEED, DEED OF TRUST, contract or coaveying instrumenc. These may be
obcained Crom the Counry Auditor, Znd floor of 'the Caurthouse. :
I.c.Gt~-L DESCRITION vf your acress easement, " •
A LISTI3YG OF NA~IM.S of individuals who will be signi.ag the documencs. 7aese individuai aames•
shou(d appear as the persoa(s) legally sign their flame.
60)o ea~-.-V ol
~ ~
Cv~L _ n~ Ik j64 Co u r r..i; 14~ ~64-e At ~
~ r^ ~ ~
A CURPLENT ASSESSOR'S iMAP which depicts the location oL your prooerry.
OWNE:ZSHIP NUCRO-RIJN. 7nese may be obtained from che County Assessors, Ist Eloor, of che
Courthouse, Jetferson entrance, 2nd door on the Ieft. The necessary dacuments will be preflared by the Engi.neer'"s Department, Right-of-Way Section, upon provision of
(he iniormatioa noted above. You wL1I be notified when the documents are ready for signacure. Tne documents may
be sent co vou, however, IT SHOtJLD BE iYOTED TSAT ALL SIGLNAT'UR,ES MLJST BE NOTARiZED. The
Engi.neer's Devarcmenc does have aotaries available if you choose to sign che documeats ac our o[fice.
Ple3se cali when ready Please mail when read rY
V f
Nocice to Public 10~. C) Right-of-Way
COMMENTS ,
f ~70
Ris~t-of-LVay Agenc kc",~ Focward to you from i)N-~ -
Mpftotiac.192 _ /
aC:T OIV : Ft SC:FiFENb CDOG l1SE~'t I D a fd1ET 6;2 1; 95 0 1: 49 : 18 F'M
C3ENEfRAL T IVDEX I?QCUMF IyT ENTRY /ll1='lC}ATE
f"Y T wi REC;~.F'~f" I C7N DAT'~' a~"~;Al~IS ~IE~F~
REC:EF'"f' I DN DATE: i995(-.)5t*-->5 T'FiANS NBRe 0055 VOLUMEs17.24 PACE ~1i222. FEF n i f 0c)
:CIVSTCD. WD i_GI__a TAYL0RS L_ 10_.16 B 25 EYA1__ REh luBR: 0005501--95
Uf;H1V1°OR NAh1E:S ([.,ASTqF:I FiST' M1 I)DI._.E) GFiANTEE IU(if"'lE13 ELF-iSTq F I~"i'aT NI 3: DD1_E>
L.fJU ISE Nf CATN•iCf`i :C R!C nJdhlNSON COlJ~'1T L.7U
LAC'IF` .
RE:"flJhN ?GCIC;IlMENT "i"C1 1"I-i:CS AnDRLSa CqMhiI:IVTS
NAME; R(lNDY BRAfWS?°f
rY .l.l A./ R°e Z2' ~ 6 W BQ O( 4 C SUI7 ~ ~ 8C>
AI)Dft :
Z I P: 992C.) f.
AI)D~ F'[JkiJ I_A: T UF'DT .
4E+x a Bt=s---- SESS :L CJ hJ 1 R I C 1 C) 1 w :4 7 6 ; "12 1 ; 95.,
I'U .C-GG-177J e~J• .~7~ri rKUI'I I'IUUKC 1J1:J7~10JrJJiJ rf. eil
s_. ♦
~ Exhibit 16 Certified True Copy of the Li.m.ited PartnershiP Agreement of Catherine
Johnson Court Limitcd Partnership
~
Certification By General Partner of
Limited Partnership Agreement
I hereby certify that I am SecretarylTreasures of Spokane Housing Ventures, a
Washiungton non-profit corporadon who is the Generai Pariner of Catherine Johnson
Court Limited Partnership and that the attached is a true and cornect copy of thc
Agreement of Limited Partriership of Catherine Johnson Court T.,imited Parm.ezship
Catherine Johnson Court Limited Partnership
by its General Partner,
ntures, a Washington non-profit corporation
Spokanc ousinirN
by , its Secretary/Treasurer ,
DatT 1995
State of Washington )
) ss.
County of 5p&kave_ )
I oertify tbat I know or have satisfactory evidence that G~'~- is
the person who appeai~ed before me and said gerson acknowl that helshe
signed this instrument, on oath staled that helshe was authv&od to cxecute thc
instrument and aclmowledged it as the of ~laua~a ,
to be the free and voluntary act of such party for the uses and purposes mentioned in
the instrument. .
. - - - .
Dated MalICA, 1995
.
Notary-Public
TyPe Name: Kerru l. • bJ kt+sid7
My appointment expires: ~3- 7- 9-7
- .
~
CORPORATE RESOLUTION
I, the undersigned Secretary/Treasurer of SPOKANE HOUSING VENTURES (the Corporation) hereby
cerrify that the Corporation is organized and existing under and by virtue of the laws of the State of Wash-
ington as a nonprofit organization, with its principal office at E. 525 Mission Avenue, Spokane, Washington
99202, and is duly authorized to transact business in the State of Washington.
I further certify that on February 13, 1994 the Board of Directors adopted the following resoludon:
Be it resolved that any one (1) of the following three officers of this Corporation,
Fr. Michael (Mac) Hatcher, President
Rob Fukai, Vice President
Jayne Auld, SecretaryfI'reasurer
acting for and on behalf of this Corporation and as its act and deed be, are authorized and empowered
to enter into a purchase and sale agreement to purchase property located at Fourth & Eastern in
Spokane, Washington in the amount of $100,000, to close on said purchase, to borrow money, execute
notes, lending and grant award agreements, grant security, execute security documents, negoriate items
and perform further acts as necessary to secure necessary funding to purchase, construct, manage and
operate 36 units of affordable housing on the above described land.
I further certify that the officers named above are duly elected for the Corporation and occupy the positions
set opposite their respective names; that the foregoing Resolutions now stand of record on the books of the
Corporation; and that the Resolutions are in full force and effect and have not been mod.if~ied or revoked in
any manner whatsoever. The Corporation has not corporate seal, and therefore, no seal is affixed to this
certificate.
IN TESTIlVIONY WHEREOF, I have hereunto set my hand on February 13, 1995.
CERTIFIED TO AND ATTESTED BY:
t~l c_
Jayne Auld, Se,~t ~ reasurer
c
. ~
10
9)1U(?GO465
LoA In bele: ~'y~ q.~` p~rcal . ~ ~
hoad Nnn,eMo: 43"e. /Yat Gsr~ t ~
hurpose: O~T 6 3 2a P~I 95
Prapa►ad By: ~4 Us+d A
E. bt~NANUE
peq Hy: (Land de.v) 0 ITOR
NO. G 5f3~~~~~~~-; COUNTY~IASM,
N( ►'1'1C1+1 '1'U '1'il + PU11LIC
R11) WAIVCK, ACiltEi;h-113-14'l' AND (~UVENAN'C: KNOtiV ALL MLN I3Y 'I'IILSE PnESENI'S, 1'hat
CATHERINE JOI-1NSON COURT LIMITEd PARTNERSHIP
,
~ bejiig tlte owiiers of tlie foilowiilg ciescribeci larlcls iii eorisi(ieraliv+i of Niuttial l3eilerts now nr to be liereatler
derivecl, do Cor U)ei»selves, t.lieir Iieirs, graiilees, assigtts anci successvrs in iiileresl liereby tequest aiid autliortze
5pokaiie County lo Iiief ucle tf ie beluw clescribecl prclperly in a ltoacl lmprove»>e»t Districl (tt1U) attd to support
liie fortnatloii of a Izoacl li»pcovei»ent 1.)istrict for improvei»ent of (lie rvacl(s) clescribecl below by requesting and
authariZitig Spokane Cveinty to piace tlieir iiairie oii a petition for fori»alioii of a Itoacl Iinprovei»ent Disttlet
pursuant lo RCW 36.88.05U, or by xeqties[iiig aiid au(lioriziiig Spokarie Cutirity tv cast their ballot 1n favor of
a.IZ1U beitig fvrmed uiicler tlie resolulivii nietlivd pursuanl tv RCW 36.88.U3U, aiid/or by not filing a protest
ngatnst tlie foriiiatioit of a nIU beiiig foriiiecl uncler the alteri»tive resolutiori riietliocl provicled tor in RCW
36.88.065 aiici Chapter 35.43 ItCW. '
lf a ItID is proposed for improvei»ent of llie roaci(s) clescribed belvw, saict vwners aficl successvrs Curther agred:
(1) lhat tlie improvements or co»structioii coiitemplated witliin tlie prvposecl 1tIU <<re feasible, attcf (2) that (lie
benetils lo be deriveci froiii llie foriiiatiori of (lie Rill by llie property iiicludecl thewin, logetlier witli the atnount
cif ally Couilty parlicipltion, exceecl (lie cost and expetise of formalioii vf tlie 1Z I(), arid (3) that (lie property'
wlthln (lie proposecl IZtD ls suffieieiitly clevelvped; provicled, tlie»>selves, tlieir Iteirs, grantees, Assigns and
successors sliall relaiii llte rf giit, as autliorized uiieler RQ
. W,36.88.U9U, tu vUjec:i to any assessrnenl(s) on llle
prvperly as a result oC tlie i~~~~~rove~»e~~ts called fo1~~i1.,cottJutiqflbn.y~vith tlie fornialio~~ of a RID by eiihe'r lhe
pelitioit dr resolutioii iiietlio(l uiider C:lial)ier 36.88~~~ZCW Aiid tv appeal to tlie superfor court !he clecjsiott of llie
. I3oard of County Comtnissioners eoiifiririiitg th~" assessineitt 'roQ; proviclecl fiirtlter, tf ls reevgnized tliat
actual assessments t»ay vary frorn assessment esiirnate sv loiig as tlity do iiol exceed a tigure equal to lhe
. iitereasecl true ancl fair vatue lhe impruvemenl(s) aclcl(s) lu (lie proper0.
lt ls furllier aekitowleclged anc1 agreecl liiat at sucii (iine as a ItII) is created or any couiity road lrtiprovement
praject ls aulliorized by SpUkarie Cotiiity, tlie i»>proveinenls rehuired sliall be al (lie so[e expeiise of (lie owners
~ of property wilhin (lie Itii) or servecl by tlie improvetitents witliout any i»or1elary patlicipatlon by Spnkane
Cvtiilty.
'I1ie IUU waiver cuniaiiiecl in tliis agrEei»ertt shal( expire aCier len (lU) years frorTi llie clale vf executinii betow.
'1'lie above eoiiciitiviis aiict euven-mt appiy lo tlie fvllowitig clesc:ribecl property:
LOT9 10, 11, Ia, 13, 14, 15 I,.t1D 16, BL4CR 25, BBCBPT TAAT FoRTION
DBBDBD 1'O COVtt'1'Y OF 5FoEV&tJB FOR E'.ASTBR2J ROAU A.Ttp FOVRTH AYBNUB
R.ECORDED OCTOf3BR 11, 1956 UNbBR AUDITOR'3 PILf3 NO. 418700B. A.ND 1LL
o p LoT s17 AND 18, e LacR 25, Mro t,oms 1, a, 3ANv 4, B Loc R 25, AM
VACATED A.LLBY ItJ BI,OCK 258 YACItTBD PBR RSSOLU'I'IOtJ tJO. 95 - 0473 j
BRCBP'1' TE111T Pl\RT TEi@REOP LYING NORTIiBRLY AND WBS'I'BRLY SIx PBBT
DISTA.N'r E'ROM A ROCK WALG WfiICH RUNS GSNBR1iLLY FROM TF3B NORTFIEAST
CORNBR OP LOT 3, DLOCR 26 OF 5AYb A.DUxTION TO A POItJT U?J TAB SOUTg •
LINB OP LOT 4, gLOCK 25, APPRORIMATBLY 164 PBBT SA5T OP TAB BAST
LINS OP gASTBRN ROAD f
ANU ALL OF THB VACIITBD 60 FBBT OF DYBR ST,RBBT GYING BBTWBBN 5AID
B r.,ocx s 25 A.c1n 261
. AND ALL OP LOT9•6, 7, Q, 9, 10, 11, 12 AND 23, BLOCR 16, INCLUUING
VACATBD A,LLSY ItJ BLOCR 36, B7CTBNbINd RAST PROM TNB HAST LI?TB OP
VACATBD DYBR 5TRI3BT TO THS BA3T LINB QP LOTS 6 11.Nb 13 It7 5AID BI,OCK
26, A11U TIiB 50U'TH HRLP OF VACATED THIRD AVBNUB LYINO ?JORTH OF A.ND
AUJACBN'I' TO BAIp LOT3 6, 7, 8 A.tJll 9, BLOCK 16 TBAT WOULD ATTACg BY
OVBRATION OP I,AWI '
ALL IN TAYLpR' 9 RBSURVBY OP HILLER' 9 P11RR A,DbITION, A5 PER PLAT
RECORUBD IN VOLUHB R OP PLAT9, pAGg 311
BJCCBpT TIiAT FORTZOtd TIiBRBOP CONDSHNBD FOR STATB HIGFIWAY PURSVANT TO
DECRBB OF APPROPRII1TIOtJ PILSU DBCHMBBR 22t 1993 U2Jh$R SPORANR
r^ffm-v nfnrnTrn ~~nrn n~nrrt~►tesn A1f 11 ffA'fC1 _.O
Iliis Agreei»etit applies tv the ii»proventeiit of Fourth Avenue RF No. 681
by grading, cirai»itig, surfacing, cut-bitig, paviiig, sidewalk conslructiort inclucliiig traffic coiitrol tacilities and
relaleci work.
Iliese requiremeiils are micl sliall run wiUi llie laiici ancl shall be bitidirig upoii the owners, their heirs, successors
nr assigiis.
IN W1`r'NESS WIIEItCOF, tlie tinclersignecl iias caused this inslruinent to be executed on this (o day of
nC~e-v , 199 5 .
. .
~
~
~
C11'.CHERZNE JOHNSON COURT LIMITED PAR7'NERSHIP ~
~
.
-v
~
c~
m
. By: BY : xBEamllx-x Spokane Hous~~ M
anaging Partner
d
e Auld
~
. . ~ tON ~~It~j~_ W
/ fV'
) ~=sr N~T~Y 0
S'TA''B QF W11SII1NG1'UN p
COUN'I'Y OF SPOKANE ) ss z
9~+hj~- C~
?t
, I certify tliat I know or liave satisfacloi-y evideitce~lMstw Jayne Auld
(is/aro Uie individual(s) wlio appeareci before me, and said inciividual(A) acknowledged lhat (he/xheskthgy) signed
tliis itislrut»etit, oit oatli staled tliat (he%htfftft"~ (was/mid) aulliorized to execute the ittstrument and
acknowledged it as the Managing Partrier Of
• CATHERINE JOHNSON COURx LIMITED P1IRTNERSHIP
'to be the free aiid voluntary act nf sucfi parly for tlie uses a»d purposes nientioried in the i»strurnenl. ~ ~ .
. ,Dated tltis day of 199 s
. ~ .
. ~
Nolary Public
• ln aiici i'or lhe State of Wasliingtoni
k resicling at Spokaiie.
My al)poinlment exnires
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Civil Design and Land PIanning
1
LL ~
y ~FICiAL ! V VLl~ DOCUMM
&PCKNW YVUWrY MIF1ER'S OFF"
~
L 0RG . NAA
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P
aWECT S
summTrn- a ; t-.._.
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33'71
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-
' TABLE OF CONTENTS
, Project Description Page 1
Methodology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 1
, .
' Soils . . . Page 1
~ Topographic Data . Page 1
Demographic Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 1
' Rainfall Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Page 2
~
Methods of Runoff Control Page 2
Methods of Disposal Page 2
~
Peak Flow, Volume and Disposal Calculations Page 2
a. Hydrology Computation Page 2
; b. Inlet Capacities Page 2
~
c. Detention/Retention Storage Capacities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 3
' d. Pipe System Capacities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 3
~ Remarks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 3
~ ATTACHMENTS
Soils Map Attachment "A"
~
~ Vicinity Map ............................................................................Attachment "B"
~ Drainage Basin Plan . Attachment "C'►
i
I
~
DRAINAGE REPORT
for
- CATIBERINE JOHNSON COURT
Project Description: (See map, Attachment "B")
_ This project consists of a 36 unit apartment complex, with associated parking and
landscaped areas. The site is located on the south side of 4th Avenue, east of Eastem
Street. The site was previously unoccupied.
Methodology:
- The procedures as outlined in "Guidelines for Stormwater Management" as published by
Spokane County Engineers was followed. The rational method is used with a 10 year
! return frequency for on site drainage. No off site drainage flows onto the site.
,
Soils: (See map, Attachment "A")
~
Soils are classified as GmB - Garrison Very Gravelly Loam in accordance with the "Soil
Survey, Spokane County Washington, 1968".
,
GmB - 0 to 8 percent slopes. The surface layer is very gravelly with the rest being
~ sunilar to Garrison gravelly loam (GgA). Garrison gravelly loam is described as:
Gravelly, medium-textured, somewhat excessively drained soils formed in
gravelly glacial outwash material from a variety of acid, igneous parent rock; on
;nearly level to moderately sloping terraces; depth to mixture of sand, gravel, and
;
cobblestones ranges from 2 1/2 to 5 feet. This soil group is acceptable for
drywells per the GSM.
Topographic Data: (See map, Attachment "C
;
. The site is located on a high spot with an existing retaining wall around most of the west
and north sides. Grades above the retaini.ng wall vary from 1% to 10% with slopes
- dropping off dramatically below the retaining wall at approximately 30 The majority
of the site flows to the north.
Demographic Data:
The site is currently unoccupied. Upon completion this site will contain a 36 unit
apartment complex with associated parking and landscaped features.
Drainage Report - Catherine Johnson Court Page 1
July 26, 1995
. I
; Rainfall Data:
-Data used is in accordance with Figure 2, page 6-3 of the "Guidelines for Stormwater
~ Management", by Spokane County Engineers. A 10 year return frequency event was
~
used. This chart is included with the calculations of this report.
. Methods of Runoff Control:
Control will be by one drainage basin which flows part by overland flow and part by pipe
' flow to a grass percolation area (GPA) and drywell located in the landscaped area of the
site. Roof areas and parking areas will be piped directly to the GPA. The GPA will be
' sodded for treatment.
i
Methods of Disposal:
~
One (1) grass percolation area will be utilized. The GPA contains one (1) Spokane
County Standard single depth drywell. GPA and drywell capacities were sized using the
;
10 year on-site storm.
Peak Flow, Volume and Disposal Calculations:
~
:
a. Hydrology Computations:
_ The site has been delineated by one drainage basin with several sub-basins which
were used to design the piping system.
The drainage basin analyzed encompasses most of the project site. Some small
perimeter areas are left to flow off-site as they currently do, with the majority of
' the site drainage being maintained on-site. See Drainage Basin Map for
clarification of areas. All roof and parking areas are routed to a grassed
percolation area for treatment and disposal.
Hydrology calculations are included for the roof areas and individual sub-basin
areas of the parking lot. These calculations are used for sizing the piping system.
The Bowstring Method was used to determine the number and type of drywells
necessary for this site. With a GPA volume required of 1230 CF and 1230 CF
' provided, a single, Type "A" (single depth) drywell is necessary for disposal.
b. Inlet Capacities:
Grate inlets are used in the parking area to collect runoff into the piping system.
All inlets are located in a sump condition and calculations are included to show
Drainage Report - Catherine Johnson Court Page 2
- July 26, 1995
.
; they handle each sub-basin flow adequately. (Also see "Hydrology
' Computations" for sub-basin flow rates.)
c. Detention/Retention Storage Capacities:
. The grassed percolation area was calculated to hold the first 1/2" of runoff over
_ the entire parking lot and roof areas. See Calculations on the following pages.
The grass percolation area is a minimwn of 6 inches deep and will be sodded.
d. Pipe System Capacities:
; Pipe diameters were calculated to handle each roof or parking lot basins peak
- runoff for a 10 year stonn event. Catch basins in the parking area collect runoff
and route it through the pipe system and ultimately to the GPA. The building
:roof drains are routed to the same collection pipes for conveyance to the GPA.
The computer program, HYDRA, by Haestad Methods was used to size the
, piping system. Ductile iron pipe is specified due to shallow cover over the pipes
' which was intended to keep the bottom of the GPA up as high as possible. Outlet
velocities were less than 3 feet per second, per HYDRA, therefore erosion control
fabric was installed in lieu of rip rap.
A roof schematic and pipe sizing information can be found on the attached pages.
~
Remarks:
The above described system of stormwater control will provide the quality and quantity
controls as outlined in the "Spokane Counry Stormwater Management Guide" for the
Catherine Johnson Court apartment complex.
i
~
;
Drainage Report - Catherine Johnson Court Page 3
- July 26, 1995
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~ ' ~
HYDROLOGY COMPUTATIONS
AND
DETENTION/RETENTION STORAGE CAPACITIES
I i
TAYLOR ENGINEERINU, IN~.
W. 106 MISSION AVE., St1ITE 206
; . SPOKANE, WA. 99201
RATIONAL METHOD
F I LEHAME ; cio. wkl 10 YEAR RETURDi FREQUENCY
- PROJErT: CathPrinP Johnson Court .
DATE: 24-Ju1-95
TOTAL AREA (AC) 1.21
' DESIGNED: S. •Johnson
CHfiC[{SD:
~ BASIN: Al1
~
~ (2) ~ (3) ~ (4)
TYPE OF SURFACE ;SQUARE F00'I'AGE;RUNOFF COEFF. ; (2 x 3)
ASPHALT & SIDEWALK - 208 REQD; 16521 ; 0.9 ; 1486$.9
; ROOF AREAS - 208 REQD ; 12993 ; 0.9 ; 11693.7
' LANDSCAPE AREAS ; 23277 ; 0.25 ; 5819.25
0
0
• i i Q
0
_ 0
i r
'
TOTALS 52791 32381.85
DE`TELOPED "C" = 0.61
TIME OF GONCENTRATION (MIN): LESS THAN 5 MIN.
RAINFALL INTENSITY (IN/HR):(i) 3.18
MAXIMUM RUNOFF RATE(CFS) Q= CiA
~ OVER.ALL : 2.36
ROADS ONLY: 1.09
~
SWALE VOLUME REQUIRED: ASHALT AREA x 1/2"
- 1230 CUBIC FEET
2460 SQUARE FEET C.5' DEPTH
-PROJBCT SWALB:
-
~
BOWSTR I NG METHOL►
DETENTION BASIN DBSIGN
Date: 24-Ju1-95
PRO►TECT- CathFrine ►Johnson ~'•ourt FilPname: r.Jrbow.wk1
- BASIN N0.-A11 Prepax'ed bY: .
; TAYLOR BNGINEERING, IKr.
- Time IncrFment (min) ; 5.00 ;
, Ti.mP of Concentration (min) ; 5.00 ;
;
~ Qutf low ( cf s) ; 0.30
I)esign year flow (YY') ~ 10.00 ;
Area (acres) ; 1.21 ;
Developed "C" fartor ; 0.61 ;
• i
#1 ; #2 ; #3 ; #4 ; #5 ; #6 ; #7 ;
Time inc.; Time inc. ; Intensity ;"Q" dev. ; "V" in ; "V" f,ut ; Storage ;
i (min) ; (min) ; (min) ; (r.f.s. ) ; (ru. ft. ) ; (cu. ft. ) ; (cu. ft. ) ;
;
; (#1 * 60) ; ; (A * C * #3) ; (see r~elaw) ; (UUtflow*42) ; (#5 - #6)
' 5 ; 300 ; 3.18 ; 2.35 ; 944 ; 90 ; 854 ;
---10; ~0; 2.24; 1.65; 1161; 180; . 981;
15 ; 900 ; 1.77 ; 1.31 ; 1309 ; 270 ; 1039 ;
' 20 ; 1200 ; 1.45 ; 1.07 ; 1393 ; 360 ; 1033 ;
25 ; 1500 ; 1.21 ; 0.89 ; 1431 ; 450 ; 981 ;
30 ; 1840 ; 1.04 ; 4.77 ; 1464 ; 540 ; 920 ;
35 ; 2100 ; 0.91 ; 0.57 ; 1479 ; 630 ; 849 ;
' 40 ; 2400 ; 0.82 ; 0.61 ; 1514 ; 720 ; 794 ;
' 45 ; 2700 ; 0.74 ; 0.55 ; 1530 ; 810 ; 720 ~
. 50 ; 3000 ; 0.58 ; 0.50 ; 1557 ; 900 ; 657 ;
;
55 ; 3.300 ; 0.64 ; 0.47 ; 1607 ; 990 ; 617
60 ; 3500 ; 0.61 ; 0.45 ; 1667 ; 1080 ; 587 ;
65 ; 3900 ; 0.50 ; 0.44 ; 1772 ; 1170 ; 602 ;
70 ~ 4200 ; 0.58 ; 0.43 ~ 1842 ~ 1260 ; 582 ;
75 ; 4500 ; 0.56 ; 0.41 ; 1902 ; 1350 ; 552 ;
80; 4800; 0.53; 0.39; 1918; 1440; 478;
85 ; 5100 ; 0.52 ; 13.38 ; 1997 ; 1530 ; 457 ;
~ 90 ; 5400 ; 0.50 ; 0.37 ; 2031 ; 1620 ; 411 ;
95 ; 5700 ; 0.49 ; 0.36 ; 2098 ; 1710 ; 388 ;
100 ; 6000 ; 0.48 ; 0.35 ; 2162 ; 1840 ; 362 ;
~
- ' V in = (1.34 (lev. . * t ) f or t < Tr_
V in =(Q aev. t+. 34 ~ Q dEV Tc ) f or t> Tc
TAYLOR ENGINEERING, ING.
W. 106 MISSION AVII., SUITE 246
SFOKANE, WA. 99201
` RATIONAL METHOD
FII,SNAMFi: cjcsl.wkl 10 YBAR RETURN FRHQUENCY
PRUJECT ; CathPrine Jahns4n c'~~urt .
, DATE : 24-►7u1-95
2'flTAL AREA ( AC 1 0.17
; DESIGNED: S. Johnson
' CHBCKSD:
, BASIN: Subbasin 1
~ (2) ~ (3) ~ (4)
. TYPE OF SURFACE ;SQUARE FOOTAGE;RUNOFF COFFF. ; (2 x 3)
, ASPHALT & SIDEWALK - 208 REQD; 4867 ; 0.9 ; 4380.3
ROOF AREAS - 208 REQD 0.9 ; 0
LANDSCAPE AREAS ; 2525 ; 0.25 ; 631.25
' 0
, p
, . p
0
- ' 0
~
TOTALS 7392 5011.55
DEVELOPED "C" = 0.68
_ TIME OF OONCENTRATION {MIN}: LESS THAN 5 MIN.
RAINFALL INTENSITY (IN/HR):(i) 3.18
; MAXIMUM RUNOFF RATE(CFS) Q= CiA
OVERALL: 0.37
, ROADS ONLY: 0.32
i
TAYLOR ENGINEERING, iNC.
W. 106 MISSION AVE., SUITE 206
SPOKANE, WA. 99201
RATIONAL METHOD
F I LENAME: c j r. s 2, wk 1 14 YEAR RSTIlRN FRBQU E NCY
PRt)JEc,'r: CathFrinp Jahnson r-x-)urt .
, DATE: 24-Ju1-95
TOTAL AREA (AC) 0.12
' DFsSIGNED: S. Johnsan
CHECKED:
, BASIN: Subbasin 2
; (2) ; (3) ; (4)
TYPE OF SURFACE ;SQUARE FOOTAGE;RUNOFF COEFF. ; (2 x 3)
- ASPHALT & SIDEWALK - 208 REQD; 3560 ; 0.9 ; 3204
' ROOF AREAS - 208 REQD 0.9 ; 0
~ LANDSCAPE AREAS ; 1500 ; 0.25 ; 375
0
0
0
- 0
0
, i
TOTALS 5060 3579
'I
_._DEVELOPED "C" = 0.71
TIME OF CONCENT'RATION (MIN): LESS THAN 5 MIN.
RAINFAL,L INTENSITY (IN/HR):(i) 3.18
' MAXIMUM RUNOFF RATE(CFS) Q= CiA
OVERALL: 0.26
" - ! ROADS ONLY : 0.23
i
I
~
i-
TAYLOR ENGINEERING, INC.
W. 106 MISSION A`TE., SUITE 206
SFOKANE, wA. 99201
RATIONAL METHOD
FILENAMS: cjcs3.wk1 10 YEAR RETURN FRfiQ(1FsNCY
, PROJECT: CathFrine Johnson C,nurt
DATE: 24-Ju1-95
TOTAL ARBA (AC) 0.09
i DESIGNgD: S. Johnson
- CHECKED:
BASIN: Subbasin 3
~ (2) ~ (3) ~ (4)
TYPF OF SURFACF ;SQUARE FOOTAGE;RUNOFF COEFF. ; (2 x 3)
, ASPHALT & SIDEWALK - 208 REQD; 3706 ; 0.9 ; 3335.4
ROOF AREAS - 208 REQD 0.9 ; 0
LANDSCAPE AREAS 0.25 ; 0
0
F ►
0
I I 1 1
1 1 1 O
1 1 1
1 1 1 O
1 1
1 1 1 O
1 1 1
_ _ _ _ _ _ _ _ _ _ _ _ _
I
TOTALS 3706 3335.4
~
i
DEVELOPED "C" = 0.90
~ TIME OF CONCENTRATION (MIN): LESS THAN 5 MIN.
, RAINFALL INTENSITY (IN/HR):(i) 3.18
MAXIMUM RUNOFF RATE(CFS) Q= CiA
OVERALL: 0.24
ROADS ONLY: 0.24
I
~
i
I y try ~at1~ 7~+1 ~7
TLiY~l1 E1■4~INJ.:Y2711LI11Wiy IL~Cs
W. 106 MISS~~N AVE. r SU.~~
~~~NEt WA. 99201
RA~~~NAL METHOD
FILENAME; cjcs4.wk~ 10 YEPR RETURN FREQUC~NCY
~~~ECT; Catherir~e Jahnson ~`.ourt
~ DATE : 24-FJul-95
TOTAL ARFA (AC) 0.11
I
DESIGNED: S. Jahnson
- CHECKED:
~ BASI N: Subbaszn 4
(2) ; (3) (4)
~ TYFE 0~ ~URFA~~ ~ SQUARE F4O#"AGE ; RUI~OFF OOEFF, ; (2 x 3)
- , 4
fhSPHALT # 13IDE'R~ALK 208 RFiW, 334111 0.9 3042
I
I V ~
Rkl~.{L' AREA+7 - L. +~Q8 REQD 4 ~
LAND~~~E AREAS ; 1460 ; 0.25 ~ 365
i 0
0
4 }
' j k 1 4 0
1 S
1 0
4 5
I + } Y "
t
I
TOTALS 4840 3407
l~EVEL(3PED "c„ T 0.70
i
TIME QF CONCENTRATI~~ (11IN): LESS THAN 5MIN.
~
RAINFALL INTENSITY (IN/HR) : (i ) 3.18
; ~IMUM RUNOFF RATE(CFS ) Q CiA
' OVERALL: 0.25
ROADS ONLY: 0.22
,
I
i'
i
TAYLAR ENrINHERING, INC_
W. 106 MISSION AVE., St1ITS 206
SPOKANB, WA. 99201
' RATIONAL METHOD
F I LENAMfi : r j cswr . wkl 10 YEAR REUIRN FRFsQtJENCY
PRQJE{,T: Catherine ►Iohnson Court
~ DATE : 24-Ju1-95
TOTAL ARFSA (AC) 0.13
~ DESIGNED: S. Johnson
I
CHECKED:
BASIN: South wing Roof
~ (2) ~ (3) ~ (4)
TYPE OF SURFACF ;SQUARE FOOTAGE;RUNOFF COEFF. ; (2 x 3)
~ - ASPHALT & SIDEWAL►K - 208 REQD; ; 0.9 ; 0
ROOF AREAS -'08 REQD ; 5684 ; 0.9 ; 5115.6
LANDSCAPE AREAS 0.25 ; 0
0
0
0
' ' ' 0
. ~ ~ 0
TOTALS 5684 5115.6
- --DEVELOPED "C" = 0.90
TIME OF CONCENTRATION (MIN): LESS THAA] 5 MIN.
!
RAINFALL INTENSITY (IN/HR):(i) 3.18
, MAXIMUM RUNOFF RATE(CFS) Q= CiA
OVERALL: 0.37
. ROADS ONLY: 0.00
,i
i
- TAYLOR ENGINEERING, INC.
W. 106 MISSIOAI A`IE., SUITE 206
' SPOKANE, WA_ 99201
RATIONAL METHOD
FILENAME: cjr.ewr_wkl 10 YBAR RETURN FRgQUENCY
PROJECT: Catherine Johnson Court
~ DATE: 24-Ju1-95
- TOTAL AREA (AC) 0.42
DBSIGNFsD: S. ►Johnson
CHECKgD:
BASIN: East wing Roof (south end)
~ (2) It (3) ~ (4)
TYPB OF SURFACE ;SQUARE FOOTAGE;RUNOFF COEFF. ; (2 x 3)
ASPHALT & SIDEWALK - 208 REQp; ; 0.9 ; 0
ROOF AREAS - 208 REQD ; 900 ; 0.9 ; 810
LANDSCAPE AREAS 0.25 ; 0
' 0
0
p
0
0
~
, ;
TOTALS 900 810
DEVELOPED "C" = 0.90
TIME OF CONCENTRATION (MIN): LESS THAN 5 MIN_
' RAINFALL INTENSITY (IN/HR):(i) 3.18
~
MAXIMUM RUNOFF RATE(CFS) Q= CiA
- OVERALL: 0.06
! ROADS ONLY: 0.00
I
, .
,
i
' TAYLOR ENGINEERING, INC.
W. 106 MISSION AVE., SUITE 206
, SPOKANE, WA. 99201
, RATIONAL METHOD
F I L,SNAMB : CjcCal^. wkl 10 YW Rfi'I'URN FRBQt1BNCY
PROJBGT: Catherine Johnson Court
DATE : 24-Ju1-95 i
TOTAL ARBA (AC) 0.02
~ DESIGNED: S. Johnson
- CHSCKSU:
BASIN: Common Area Roof
' ~ (3) ~ (4)
TYPS OF SURFACE ;SQUARE FOOTAGE;RUNOFF COFFF. ; (2 x 3)
.
- I ~ _ ASPHALT & SIDEWALK - 208 REQD; ; 0.9 ; 0
; ROOF AREAS - 208 REQD ; 900 ; 0.9 ; 810
~ LANDSCAPE AREAS 0.25 ; 0
0
- p
, p
► p
► ' ' ' 0
i i
TOTALS 900 810
DEVELOPED "C" = 0.90
' TIME OF CONCENTRATION (MIN): LESS THAA] 5 MIN.
.i
RAINFALL INTENSI'ITY (IN/HR):(i) 3.18
MAXIMUM RUNOFF RATE(CFS) Q= CiA
OVFRALL: 0.06
- ROADS ONLY : 0.00
~
i
TAYLOR ENGINEERING, INC.
W. 106 MISSION AVE., SUITE 206
' SPOKANE, WA. 99201
RATI4NAL METHOD
FILENAME: cjcewrm.wkl 10 YBAR RETURN FRBQUENCY
PRQJECT: Catherine Johnson Court .
; DATE: 24-Ju1-95
TOTAL AREA (AC) 0.09
' DESIGNED: S. John.son
CHECKED:
, BASIN: East Wing Roof (midway)
~
(2) ~ (3) ~ (4)
~ TYPE OF SURFACE ;SQUARE F}OOTAGE;RUNOFF COEFF. ; (2 x 3)
► ASPHALT & SIDEWALK - 208 REQp; ; 0.9 ; 0
ROOF AREAS - 208 REQD ; 3795 ; 0.9 ; 3415.5
- LANDSCAPE AREAS 0.25 ; 0
0
0
0
i i
i i 0
- i 0
i
TOTALS 3795 3415.5
' DEVELOPED "C" = 0.90
~
TIME OF CONCENTRATION (MIN): LESS THM] 5 MIN.
i RAINFALL INTENSITY (IN/HR):(i) 3_18
MAXIMUM RUNOFF RATE(CFS) Q= CiA
OVERALL : 0.25
ROADS ONLY: 0.00
TAYLOR ENGINEERING, INC.
. W_ 106 MISSION AVE., SUITE 206
j SPOKANE, WA. 99201
~ - RATIONAL METHOD
FILBNAME: cjrPwY'n.tiakl 10 YFAAR RSTTIRN FREQc1ENCY
PROJBCT: Catherine Johnson ~'~urt .
~ DATE: 24-Ju1-95
TOTAL ARFA (AC) 0.44
DESIGNSD: S. Jahnson
CHECKED:
BASIN: East Wing Roof (north end)
(2) ; (3) I (4)
TYPE OF SURFACE ;SQUARE FOOTAGE;RUNOFF COEFF. ; (2 x 3)
- I I
I I ASPHALT & SIDEWALK - 208 REQD; ; 0.9 ; 0
, ROOF AREAS - 208 REQA ; 1714 ; 0.9 ; 1542.6
' LANDSCAPE AREAS 0.25 ; 0
0
. 0
I i 0
0
0
;
TOTALS 1714 1542.6
DEVELOPED "C" = 0.90
TIME OF CONCENTRATION (MIN): LESS THAN 5 MIN.
RAINFALL INTENSITY (IN/HR):(i) 3.18
~MAXIMUM RUNOFF RATE(CFS) Q = CiA
OVERALL: 0_11
! ROADS ONLY: 0.00
,i
iiI
INLET CAPACITIES
~VL ' ~ 5ASI! r V
~
, • .
INLET NtJMBER sl LENGTH 0.0 STATION west p.lot
. TOTAL PEAK DISCHARGE = 0.37 (cfs)
GUTTER SLOPE = 0.0240 FT/FT PAVEMENT CROSS SIAPE = 0.0200 FT/FT
,
SPREAD AT A SLOPE OF .020 (ft./ft.) AND 0.19 (cfs) IS 3.41 (ft.)
' XXXXXXXM GRATE INLET IN A SUMP ~XXXXXX
DEPTH OF WATER (ft) = 0.10 SPREAD (ft) = 5.28
'Grate operates as A wEIR
, ; .
~po TR NSITION CUR REMOVE EXIST.
' ~
T0„ ~
F
/ ~I'NONE FO T / TREES (TYP.)
~ ~ - - ~ - - a _ ~
I99
•~~99~ IN, 95.88 y : 95.E
_j
i ASP ~ ~ a ~ ASP
95.8-
- : .9 b\2~\\ 10 D. ~ S
►~1
5.7 ~ . • . \ASP ' ~ 9 . 49 f~
►P~ WALL~9~0 f . ` TC 95.99 95. 49 00 ~L _50 ~ 5
ASP 95.49 ry ry G-.00 ~
~9 10"ST
fASP
95.25
.AN ~ ~ ~ ~1.~/1 ~ ~ .
-r-P ' ~ LA,
! G,A~GN ~E3 - 1x TC 96.7 - \
:
~ ~ ~ ~~KA E 96 } ASP 96.2 \ \
TOP WALL 98.0\
- - T~ T0\\BE
~EMO '\Y bTHE T~96.4
' B ASP 9 6/0ORDI A, TG_96.7
ARCH(TECTURAL P~LA~i§\~. ASP 9 . `
~ ~s7
~
_
~
~ = ~ ~ 1990 TC 96.4
-_,ASP 95.9 ~
A •
,i i~ Taylor En.gine ering, Ino.
' Civil Deeign nnd Lnnd PLenuaing
~
~ .
; INLET NUMBER s2 LENGTH 4.0 STATIQN midwest p.lot .
~
TOTAL PEAK DI SG'HARGE = 0.26 ( cf s)
GUTTER SIAPE = 0.0200 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .020 (ft./ft.) AND 0.13 (cfs) IS 2.96 (ft.)
XXX?~WLXXX GRATE I NLET I N A SUMP XXXXXXXXXX
DEPTH OF WATER (ft) = 0.08 SPREAD (ft) = 4.09
Grate operates as A WEIR
A in
F.F.1996
_ ' I Sr r ~
~ ~
95.88\~_JN
co
nim ASP ASF
iIm 95.8 ~
~ -
i010"D.I.
~
~ L=50' ~
10~D. ~ ASP :G=.OO4Q-
L=~J0' 495.49 ;#3 ASP j ~
/ AS
' 95.49 ~ ASP
ryo ~ G=.00?~2 • , ~95.25 95
, , ~ ► 10wST~ ~--10"ST ! ► ~ ♦"1
. ~ ~ ASP
95.25 TC 96.13 ~REA 10
ASP 95.631 To t N LET c=,
. ' \ 96
. ~
TC~-,96.4 TC 96.7
4'--TC-96.7 'D ASP g§g ~o ASP 90.
ASP 9 . ~ \
- t ~97 XGAS LINE
S
SN q9'51 '4g"W. 18 ).11 '
-
, tTC 96.4 x• ~ x
X
~ `ASP 95.9
. i i'~ Taylor En,gine e ring, Ine.
CiTil Deaign nnd Land Plnnning
i
%I~~/~
.
, - INLET NEIMBER s3 LENGTH 0.0 STATION mideast p.lot TOTAL PEAK DISGHARGE = 0.24 (cfs)
GUTTER SLOPE = 0.0200 FT/FT PAVEMM CROSS SLOPE = 0.0200 FT/FT
. SPREAD AT A SIAPE OF .020 (ft./ft.) AA1D 0.12 (cfs) IS 2.87 (ft.)
' XXXKXXXXXX GRATE INLET IN A SUMP XXXXXXXXXX
DFPTH OF WATER (ft) _ 0.08 SPREAD (ft) = 3.88
Grate operates as A wEIR
. ' ~ , , A _ ~ a-+~-s-f-,s-*-rr~ ~ ~ ~ • • • ~ ~ ~TW ~ < ~
95.88
33 0
; :1~ •
. ~ i r i ~ i r 1 - ~ I F + ~
i ASP i _
~
i ~ ~ 95.85 ; ~
«o ASP _
L=50 ~ ~ ~s.~ 9 ~
G=.00~4 : -
- , asP asP
95.49 . ASP 95.25 95.25
> -
~ --10"ST ~ 100
4 T
~ i
~ TC 96.13 i 10„D.I~ TC 95.E N ASP 95.63' ASP 9~
L= 40 i
- ' G=.0=55
~ . AT4 ~.,o iN ~
~ l q
96 TC
AS
TC 96.7
asP 95.2 97 - .
. r",GAS LINc- ~
~ r 5tc\N J.89*5 / '49AW. 181. 1 V 98 ~
~ x ' -,_X A.
_ X ~
x .
--2000 -
~
- - - _
,4 -
z ~ / .
i ir Taylor Eagineering, Ino.
, CiTil DeeSgn end Land Pl,nnning
i
INLET NIJMBER s4 LENGTH 0.0 STATION east p.lot
TOTAL PEAK DISCHARGE = 0.25 (cfs)
GUTTER SLAPE = 0.0200 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
--SPREAD AT A SLOPE OF .020 (ft./ft.) AND 0.13 (cfs) IS 2.96 (ft.)
- X)~00= GRATE INLET IN A SUMP ~LLXXX
- DEPTH OF WATER (ft) = 0.08 SPREAD (ft) = 3.99
Grate operates as A WEIR
~ Lo ' Li I
, • >
R,
_ - - ~ Sl
. Tw 0
o
. ~ ~s. 88 °'o >
~
Tw
- ASP ~ ~ 95.88
. - ~ 95.85
- ~ 1 O"D.l. 00 ASP _
, L= 50' ~ §s. ~9~ 1
G=.00 A i \ ~ TC 95.99
ASP ASP ASP 95.49
/95-25 95.25
T
~ v
. 0w~T~-} ~ .
- , ~ ~T ~85 TC 96.5
10~'D.I TC 95I ASP 96.0
ASP 95.35
i k
: L= A40!
. G-.0p5$ - 3 ~ TC 96.4
.4
u~, • ~ ~ i~
~
~ ~I ASP 95.9
N
El
. 96 TC 96 4
~7' /ASf I ~ INST
- ~ TC 96.7 1 ~ X AND
' ASP 96.2 .97 ' T-96.7 STD.
ASP. Q6.2 ! T.G.
10
, ~v ~
751 '49"W. 181.110 98 99 1 GAS LINE
, x- - x _ X MARKER
--2000 • ✓
~ • 31••••dF♦ ! ~ •I•~
- , ~ ► - -
~
,i ir Taylor Engineering, Ine. -
Civil Daeiga nnd Land PLnn.ning
PIPE SYSTEM CAPACITTES
'~ZDOF ~ScNEPiA~c C,
~
~ ~ .u . , ~ • •
- . , ' . : • • ' • • ' j • ' ~ . . . . ' ~ • . . • r
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, ~ ~ ~ , ~ --t,~ .:r.. ~1:.' , :
' ~ ;J ~ _ ~ , ' ` ~ . Qu
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^
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~ .
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,
. i ir Te~ylor Engineering, Ino.
Ci4i1 Deaign end Lclnd PLnnning
HYL~RA ( VRr9ion 4_ 0)Date 07-26-95
Page No 1
CATHERINE ►JOHNSON COIIRT
Comm,ands Re3cl Fram Fi le C:\HYDRA\C•7C. HDA
JOB
rem---> Use pipe data command to establish design criteria:
PDA 0.013 10 1.9 1.2 0.003
i TWE 92.17
' HGL 2
rem---> Parking lot drainage from sub-basins S1 & S2
NEW Sub-basins SI & SZ
FIA .37
PIP 50 95.0 95.0 93.10 92.89 -10
- PNC12218U00
~ FLO .26
PIP 50 95.0 95.0 92.89 92.67 -10
_ PNC2349002
HOL 1
~rem---> Parking lot drainage from sub-basins S3 & S4 and
rem from roof drainage from South and East Wings
; NEW Main Pipe
rem---> Sub-basin S4
FLO 0.25
PIP 40 95.0 95.0 92.9 92.67 -10
PNC4349002
- rem---> Add sub-basins S1 & S2
REC 1
rem---> Sub-basin S3
. . FLO .24
rem---> Roof Drainage
FLO .75
PIP 133 95.0 91.5 92.5 92.0 -12
PNC 3 5 1 180 2 Z
END
END OF RUN.
HYDRA (Version 4.0) Date 07-26-95
~ Page No Z
CATHERINS JOHNSON MURT .
~
~
i
~ Sub-basins S1 & S2 Analysis of Existing Pipes
Invert Depth Cover Velocity --Flow-- -Soltitions-
Link Length Diam Up/Dn Slope Up/Dn Ug/Dn Act/Full Act/FuI3 Load Remove Diam
~ (ft) (in) (ft) (ft/ft) (ft) (ft) (ft/sec) (cfs) M (cfs) (in)
1 50 10 93.10 .00420 1.9 1.0 2.2 .37 26
~ 92.89 2.1 1.2 2.6 1.42
2 50 10 92.89 .00440 2.1 1.2 2.6 .63 43
92.67 2.3 1.4 2.7 1.46
LENGTH = 100. TCfTAL LENGTH = 100.
Main Pipe Analysis of Existing Pipes
Invert Degth Cover Velocity --Floca-- -Solutions-
; Link Length Diam Up/Dn Sloge Up/Dn Up/Dn Act/Full Act/Full Load Remove Diam
' (ft) (in) (ft) (ft/ft) (ft) {ft} (ft/sec) (cfs) (cfs) (in)
~ 3 40 10 92_90 .00575 2.1 1_2 2.2 .25 15
" 92.67 2.3 1.4 3.1 1.67
4 133 12 92.50 .00376 2.5 1.4 3.1 1.87 85
92.00 -.5 -1.6 2.8 2.19
, .
~ LENGfiH = 173. TOTAL LENGTH = 273.
~
i
HYDRA (Version 4.0) Date 07-26-95
Page No 3
~ -
CATHERINE ,JOHNSON COURT
Hydraulic Gradeline Computations
,
Downstream Hydraulic Crown Possible Ground Super-
Pipe # Node # Gradeline Elev. Elev. Surcharge Elev. critica7.
1 2 93.56 93.72 N 95.00 N
2 3 93.37 93.50 N 95.00 Id
' 3 3 93.37 93.50 N 95.00 Y
' 4 5 92.71 93.00 N 91.50 N
;
Terminal Hydraulic Gradeline Ground
Pipe # Node # Elevation Elevation
' ' 1 1 93.50 95.00
3 4 93.23 95.00
' NORMAL END OF HYDRA
J
i
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