SP-926-93
t Et
. y MAY 2 4'1994
: -
S 17 O K A N IF- O U N"I' Y
, PLANNING DEPARTMENT WALLIS D HUBBARD, DIRECTOR
MEMORANDUM
TO: Division of Engineering and Roads
Division of Utilities
Division of Buildings
Spokane County Health District
Spokane County Parks Department
Spokane County Fire District # 1
Consolidated Water District
Central Valley School District
Spokane Regional Transportation Council
FROM: Steve Davenport, Planner 1 50
DATE: May 24, 1994
SUBTECT: Final Short Plat SP-926-93
Enclosed find copies of the above referenced final plat. Please review and forward any
comments by June 8, 1994. If you have any questions you may contact Steve Davenport at
456-2205.
Please direct your written comments to Steve Davenport.
Thank you.
rP
Enclosure
c: John Guinn. P. O. Box 32, Greenacres WA 99016
Lawrence Dunsmore, 1115 N. Pines Rd, Spokane WA 99206
WEST 1026 BROADWAY AVENUE • SPOKANE, WASHtNcTON 99260-0240 •(509) 456-2205
a t
OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
TO: Jeff Forrey, Department of Buildings
FROM: Bill Hexnmings _
DATE: June 28, 1994
SUBJECT: B.C.C. resolution # 91-0882 Implementation
Attached are the individual lot plans for each lot containing a swale in SHORT PLAT SP-926-93,
plat# SP 926. Please give tbe appropriate lot plan to the individual applying for a building permit on
the lot, so tbey can draw their house and approach to scale on the lot. We will need this plan, and
the corresponding $1000.00 cash surety, in the form of cash, letter of credit, or savings assignment,
before we can issue the approach permit. Also attached are the letter of credit and savings
assignment forms.
If you desire, we can meet to furtber discuss this new process.
kU~assign.208
i
"SAMPLE LETTER OF CREDIT"
" (USE BANK LETTERHEAD) " (BANK NAME
ADDRESS ZIP CODE
PHONE # AND OTHER INFORMATION)
IRREVOCABLE LE'ITER OF CREDIT
AMOUNT: $ 1,000.00 NO.
BENEFICIARY:
SPOKANE COUNTY ENGINEERS
1026 W BROADWAY
SPOKANE, WA 99260-0170
SUBJFCT: LOT BLOCK SHORT PLAT SP-926-93 (Plat)
PLAT # SP 926. (Development)
Gentlemen:
We hereby authorize our irrevocable Leiter of Credit in your favor, and authorize you to draw on the
(bank),
a draEt up to one thousand (Dollars) ($1,000.00), for the account of
(developer).
Thc draft, drawn under this Letter of Credit, covers the assurance of completion of installation of storm draiuage,
drainage swales, sod and other work as is incidental and related thercto in accordance with the drawings and
specifications as submitted to and approved by the Spokane County Engineer's Office on (date),
and is to be accoolpanied by the following documents: written request by Spokane County Engiueer's Office to
(bank),
at the above address indicating non-completion of all or any of the above unprovements and that amount of money
required to coniplete such improve,ments.
We hereby agrec with tbe drawer, endorser and bona fide holder of this draft, negotiated under and in compliance
with the terms of this credit, tliat said draft shall be duly honored upon presentation at the
(bank),
at any time before completion of the above-described improvements or performance, in which event written notice shall
be given by Spokane County to the bank.
(developer)
shall be responsible for any cost incurred by the county iu excess of the amount o[ security.
Drafts, drawn under this Letter of Credit, shall bear on their face the words
Drawn under (bank)
(bank address)
Credit No. Dated
Bank Name:
By:
(authorized signor)
k\j\f\assign.208
, I "AGREEMENT"
In consideration of tbe issuance of a building permit for Lot , Block ,
SHORT PLAT SP-926-93 (plat) plat # SP 926
(Developer)
has deposited $1,000.00 with Spokane County as security for full and faithful performance by
Developer respecting certain drainage facilities and sod in accordance with the drawi.ngs and
specifications as submitted to and approved by the Spokane County Engineers Office on
(date) 199 .
Developer hereby agrees tbat should sucb drainage facilities and sod not be constructed in
accordance with the approved drawings within six months of occupancy, Spokane County may then
use the security to bring these facilities and sod into conformance therewith. Developer shall be
responsible for any costs incurred by the county in excess of the amount of security.
Spokane County agrees to return to Developer any unused funds upon satisfactory completion of
these facilities and sod.
NAME & ADDRESS TO BE RETURNED TO:
(Developer Signature)
DATE
k\j\flassign.208
A S S I G N M E N T
For security purposes only, _ (developer)
hereby assigns to SPOKANE COUNTI', a political subdivision of the State of Washington, the following:
Savings Certificate Number
in the face amount of $1,000.00
and held in and Uy
Bank of
Branch
(bank address)
This assignment is made as security for the full and faithful perforrnance by
(developer)
of certain drainage facilities and sod for LOT BLOCK , SHORT PLAT SP-926-93 (Plat)
Plat # SP 926 in accordance with the drawings: and specifications as submitted to and approved by the Spokane County
Engineers office on (date) , 199 .
Any interest benefits accruing under said savings certificate shall remain the property of
. (developer)
Said savings certificate to be released to
, (developer)
any other party only with the prior writte❑ consent and agreement of Spokane County.
PROVIDED, FURTHER, the undersigned does hereby authorize
(bank)
to pay over to Spokane County all or a sufficient portion of the monies in the savings certificate referenced hereinabove
upon written ciocumentatio❑ being received from the Spokane County Engineer indicating that the purposes for which the
savings certificate was assigned have not been fully and faithfully performed as required and a statement of that amount of
money which the County Engineer as required and a statement of tbat amount of money which the County Engineer deems
necessary to completc such obligation. Upon receipt of such written documentation,
(developer)
hereby authorizes (bank)
to release to Spokane County that amount of money requested up to the maximum amount in tbe savings certificate.
, (developer)
s6a11 be responsible for any costs incurred by the county excess of the amount of security.
DATED this day of , 199 .
BANK OF
President Secretary
DATED this day of , 199 .
DEVELOPEI2
STATE OF WASHINGI'ON )
:ss
County of Spokane )
On this day personally appeared before me ,
to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that
signed the same as free and voluntary act and deed, for the uscs and purposes therein mentioned.
GIVEN UNDER MY HAND AND OFFICIAI. SEAI. this day of , 199 .
Notary Public in and for the State
of Washington, residing at Spokane
k\j\flassign.208
,
~
SCALE: 1" = 30'
N 89' 39' 28" W ,
164.41'
DRAINAGE EASEMENT
TYPE "A" DRYWELL ~
GRATE EL. = 1988.50 M
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BOTTOM OF SWALE
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BASE EL. = 1988.00
MAX. HT = 0.75'
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S P O K A N E C O U N T Y
OFFICE OF THE COWi TY ENGINEER • A DNISION OF Tf IE PUBLIC WORKS DEPARTME3VT
Ronald C. Hormann, P.E., County Engineer Deruus M. Scott, P.E, Director
REVIEW COMMENTS
T0: Bil! Leaf - Hahn Engineering, Inc. ~
FROM: Chris Reich - Engineering Development Services~ ~
SUBJECT: Short Piat 925 - Jay Arrington Property
DATE: March 13, 1995
A review of the road and drainage plans for the above referenced project has been
accomplished. The list below is a summary of the items that need to be addressed prior to
final approval. Please refer to the enclosed plan marked "Original" for complete comments.
Sheet 1 of 3
1. Various elevations along the eastern ditch do not provide the minimum storage
depths as required in your report. Please refer to the enclosed sheet for details.
2. Some depths create a problem with fitting within the 9' provided for drainage.
Please revise or explain how they will be contained within the easement.
3. Please indicate the dimension from the overflow to the top of the check dam.
This dimension should be at least 0.2'
4. The detail for Pond D indicates 10', but according to the cross-section only 9'
will be available because of 1' shoulder. Please revise.
5. Revise cross-section E-E to include a note that the back of the swale will be 0.2'
higher than the EP to prevent overflowing onto the adjacent property.
Please return the items marked "Original" with your next submittal. If you have any
questions, feel free to call.
1026 tV Broadway Ave • Spokane, WA 99260-0170 •(509) 456-3600 FAX (509) 324-3478 TDD (509) 324-3166
SPOKANE COUtdTY OFFiCE OF COUNTY EfVGINEER:
CALCULATION SeiEET
Description: Project fVo.:
Calc. by: Date. Title,
Checked by : Date Sheet of
Notes :
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Hahn Engineenng, Inc.
North 8623 Divtsion Street • Surte B
Spoknne, Wnshrngton 99208
March 7, 1995 (509) 467-1550 ~
FAX (509) 467-8189
Mr. Christopher Reich
Spokane County Building Department
Public Works Building
W. 1026 Broadway Ave.
Spokane, WA 99260
RE: SHORT PLAT NO. 925-93
JAY ARRINGTON
OUR FILE NO. 93H161
Dear Chris:
Enclosed you will find two (2) copies of both the revised drainage
report and revised drainage plan with respect to the above matter.
The swale areas have been revised to meet the required area
conf inements .
As with the previous submittals, the revised design has
incorporated the original data compiled by your office and Mr.
Preble.
If you should have any questions, please do not hesitate to call.
Thank you.
Very truly yours,
HAHN ENGINEERING, INC.
li✓vac- h.. L4 X07.
Randell G. Hahn, P.E.
President
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SHORT PLAT #SP-925-93
FOR
JAY ARRINGTON
SITE CONDITIONS: The subject property is located in the Southeast 1/4 of Section 5,
Township 26 North, Range 43 East, W.M., in the County of Spokane,
State of Washington. The site is currently unsubdivided land
covering approximately 2.2 acres. The land is lightly wooded and
meadows. The soil classification is Marble by the S.C.S. manual
for Spokane County. The land slopes at approximately 5% from the
Northwest towards the Southeast. There is 14.3 acres M/L that
drain through the site that will be affected by the proposed
development.
PROPOSED DEVELOPMENT:
The site is a proposed development of four lots to be accessed by
Morton Street, Morton Street is to be developed as a public road (20 foot of asphalt) to the North of Farwell Road. All four (4)
lots will be accessed by a private road (Carlson Lane) which will
be paved with 20 foot of asphalt and also act as a turn around for
fire protection. The site is in the designated aquifer sensitive
area so 112081' ponds have been designed to intercept the runoff from
the asphalt areas. Three ponds and a series of 208/conveyance
ponds (7 total) are designed to address the hydrology requirements
and the 208 treatment. The ponds located at STA 0+17.00, STA
3+54.52, and 4+34.52 along the west side of Morton St. are designed
for the 50 year off-site event. The ponds from STA 3+56.02 to STA
5+21.02 have been designed for the 10 year on-site event. The
runoff will be conveyed by drainage ditches and culverts into the
ponds.
CONCLUSION:
The existing runoff from the offsite and the proposed site has been
calculated 2.0 cfs for the 50 year storm using the SCS method, the
"CN" factor used for the existing condition is the composite of
taking the existing topography as 1/2 liqhtly wooded and 1/2 as
meadow, the "CN" factor used 62. The ponds will drain via type "B"
drywells with the ponds at STA 0+17.00 and STA 3+54.52 designed to
retain the flow from the 54- year design storm. The overflow from
the pond will be along the Northerly R/W to Farwell as it currently
exi-sts.
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Quick TR-55 Ver.5.46 S/N:
Executed: 11:45:13 07-21-1994 c:\pondpack\SP925DEV.TCT
DEVLOPED CONDITION USING TYPE B SOIL
Tc COMPUTATIONS FOR:
SHEET FLOW (Applicable to Tc only) Segment ID A
Surface description WOODS Manning's roughness coeff., n 0.4000 -
Flow length, L(total < or = 300) ft 20.0
Two-yr 24-hr rainfall, P2 in 1.400
Land slope, s ft/ft 0.0500 :
0.8 :
.007 * (n*L)
- T = h?'S 0.10 = 0.10 . 0.5 0.4
. P2 * s '
SH.? i,LOW CONCENTRATED FLOjd
Segment iD B
Surface (paved or unpaved)? linpaved Flow length, L it 1180.0
jvatercourse slope, s ft/~ 1- 0.0500
0.5
Avg. V= Csf ~ (s) fL/s 3.6078
where: Unpaved Csf = 16,1345
Paved Csf = 20.3282 .
T= L /(3600*V) nrs 0.09 0.09
CH.A..NNEL FL0W Segment ID - ; ~
Cross Sectional Flow Area, a sq.ft 0.00
Wetted perimeter, Pw ft 0.00
Hydraulic radius, r= a/Pw ft 0.000
Channel slope, s ft0.0000 .
Manning's roughness coeff., n 0.0000
_ 2/3 1/2 {
1.49 * r * s - .
V . ftJs 0.0000
n -
Flow length, L ft 0- ;
T = L / (3600*V) hrs 0.00 = 0.00
. .
TOTAL TIME (hrs)- 0.19
. -10-
.i~•~
_ r.
,
Quick TR-55 Ver.5'.46 S/N:
Executed: 11:42:42 07-21-1994 c:\pondpack\SP925DEV.TCT
SUMMARY SHEET FOR Tc or Tt COMPUTATIONS -
(Solved for Time using TR-55 Methods) .
DEVLOPED CONDITION USING TYPE B SOIL - -
=
Subarea descr. Tc or Tt Time (hrs)
Tc 0.19
, . . ;
:
>
Quick TR-55 Version: 5.46 S/N: - Page 1
- - Return Frequency: 50 years ~
TR-55 TABULAR HYDROGRAPH METHOD ~
Type II. Distribution .
(24 hr. Duration Storm)
Executed: 07-21-1994 11:42:56 ~
: . _
Watershed file: C: \PONDPACK\SP92 5DEV. MOP
~
~ - Hydrograph file: C:\PONDPACK\SP925DEV.HYD ~
- Developed Short Plat 9,25 -
Using type B soil to approximate:frozen ground . °
- =
Input Parameters Used to Compute Hydrograph :
:
Subarea AREA CN Tc * Tt Precip. Runoff Ia/p
Description (acres) ' (hrs) (hrs) (in) (in) inDut/used
16.,a~Y 62.0 0.20 0.00 2.40 ~ 0.19 1.51 .50
* Travel time from subarea outfall to composite watershed outfall poin't.
I-- Subarea where user specified interpolation between Ia/p tables.
Total area = 16.50 acres or 0.02578 sq.mi
Peak discharge = 2 cfs
Computer Modifications of Input Parameters
~ Input Values Rounded Values. Ia/p
Subarea Tc * Tt Tc * Tt Interpolated Ia/p
Description~ (hr) (hr) (hr)' (hr) (Yes/No) Messages
0.19 0.00 0.20 0.00 No Computed Ia/p >.5
~ Travel time from subarea outfall to composite watershed outfall point.
-12- ~
. • -r
- ~:l:
Quick TR-55 Version: 5.46 S/N: - Page 2
- Return Frequency: 50 years
TR-55 TABULAR HYDROGRAPH METHOD •
Type II. Distribution ,
(24 hr. Duration Storm) :
Executed: 07-21-1994 11:42:56 `
~
. Watershed file: C:\PONDPACK\SP925DEV.MOP .
. Hydrograph f-ile: C:\PONDPACK\SP925DEV.HYD ~
-e
- Developed Short Plat 925 .
IIsing type B soil to approximate frozen ground -
Summary of Subarea Times to Peak Peak Discharge at Time to Peak at
Composite Outfall Composite Outfall
Subarea ( cf s ) (hrs )
2 12.2
Composite Watershed _ 2 12.2
-13-
.
- - - -
~ ~ - ~ ~ • - . .
Quick TR-55 Version: 5.46 S/N: Page 3
Return Frequency: 50 years
TR-55 TABULAR HYDROGRAPH METHOD -
Type IIe Distribution
(24 hr. Duration Storm)
Executed:- 07-21-1994 11:42:56 `
Watershed file: C:\PONDPACK\SP925DEV.MOP
Hydrograph file: C:\PONDPACK\SP925DEV.HYD :
Developed Short Plat 925 .
Using type B soil to approximate frozen ground -
Composite Hydrograph Summary (cfs)
Subarea 11.0 11.3 11.6 11.9 12.0 12.1 12.2. 12.3 12.4
Description hr hr hr hr hr hr hr : hr hr
0 0 0. 0 0 0 2 2 1
Total (cfs) 0 0 0 0 0 0 2 2 1
Subarea 12.5 12.6 12.7 12.8 13.0 13.2 13.4 13.6 13.8
Description hr- hr hr hr hr hr: hr hr hr
1 1 1 1 1 0- 0 0 0
Total ( cf s) 1 1 1 . 1 1 0 ,0 0 0
Subarea 14.0 14.3 14.6. 15.0 15.5 16.0 16.5 17.0 17.5
Description hr hr hr hr hr hr hr hr hr
0 0 0 0 0 0 0 0 0
Total (cfs) 0 0 0 0 0 0 0 _ 0 0
Subarea 18.0 19.0 20.0~ 22.0 26.0
Description hr hr hr hr hr
.
0 0 0 -0 0
Tota 1( cf s) 0 0 0 0 0 :
, -14-
- ~
. . ' . - t_
. ' - • ' • ~ ~ ~ ~
- i~
_ t.
. .
Quick TR-55 Version: 5.46 S/N: Page 4
Return Frequency: 50 years .
TR-55 TABULAR HYDROGRAPH MEfiHOD .
Type II. Distribution ~
- (24 hr. Duration Storm) ~
x
: . •
Executed: 07-21-1994 11:42:56 ~Watershed file: C:\PONDPACK\SP925DEV.MOP .
Hydrograph f i le C:\PONDPACK\SP9 25DEil . HYD : Developed Short Plat 925
Using type B soil to approximate frozen ground :
Time Flow Time Flow .
: (hrs) (cfs) (hrs) (cfs) ~
11.0 0 14.8- 0 .
11.1 0 14.9 0
. 11.2 0 15.0 0
11.3 0 15.1 0
11.4 0 15.2 0
11.5 0 15.3 0
11.6 0 15.4 0
11.7 0 15.5 0
11.8 . 0 15.6 0
. 11.9 0 15.7 0 •
12.0 - 0 15.8 _ 0 12.1 0 15.9 .0 12.2 2 16.0 0
12.3 ' 2 16.1 0
12.4 . 1 16.2 ` 0 '
12.5 1 16.3 0 - 12.6 1 16.4 0 :
12.7 1 16.5 0 '
12.8 1 16.6 0
.12.9 1 16.7 0
13.0 1 16.8 0
13.1 0 16.9 0
- 13.2 0 17.0 0 _
13.3 0 17.1 0
_ 13.4 : 0 17.2 0 .
13.5 0: 17.3 0
13.6 0 17.4; 0 13.7 0 17.5 0 -
13.8 0 17.6 0 .
13.9 0 17.7 0 ~
14.0 0 17.8 0 .
14.1 0 17.9 0 14.2 0 18 ..0 0 :
14:3 0 18.1 0 -
~14.4 0 18.2 0
. . ~
14.5 0 -15 - 18.3 0
. . .
1$ 4 _ O
- _ . 0
. 14.6 0 .
la.7
. ,
~
. t.
,
. ~
~
k
-16-
. , • . . -
Quick TR-55 Version: 5.46 S/N: _ Page 5
Return Frequency: 50 years
TR-55 TABULAR HYDROGRAPH METHOD .
Type.I2. Distribution .
(24 hr. Duration Storm) :
Executed: 07-21-1994 11:42:56 `
Watershed file:: C:\PONDPACK\SP925DEV.MOP
- Hydrograph file: C:\PONDPACK\SP925DEV.HYD
_
Developed Short Plat 925 .
IIsing type B soil to approximate frozen ground
Time Flow Time Flow ~
(hrs) (cfs) (hrs) (cfs)
r
18.6 0 ; 22.4 0
18.7 0 22.5 0
18.8 0 22.6 0
13.9 0 ' 22.7 0
19.0 0 . 22.8 0
19.1 0 22.9 0
19.2 0 23.0 0
19.3 0 23.1 0
19.4 0 23.2 0
19.5 0 23.3 0
.19.6 0 23.4 . 0
?9.7 . 0 23.5 0
19.8 0 23.6 - 0
.19.9 0 23.7 0
20.0 0 23.8 0 20.1 0 23.9 ~ 0
' 20.2 .0 24.0 . 0 '
20.3 .0 24.1 0
20.4 .0 24.2 0 :
20.5 -0 24.3 0 ~
20.6 0 24.4 0
20.7 0 24.5 0
20.8 0 24.6 0
20.9 0 24.7 0
21.0 _ 0 24.8 0
21.1 0 24.9 0
21.2 0 25.0 _ 0 .
21.3 0 25.1 . 0
. 21.4 0 25.2 0
21.5 0 25.3 0 21.6 0 25.4 0 ,
- 21.7 0 25.5 0
21.8 0 25.6 0 _
21.9 0 25.7 0, 22.0 0 25.8 0 .
22.1 0 • 25-. 9 0 - 22.2 0
22.3 p -17- -i~
. .
X
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. ~ F Iow t'~ 55 5 _
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-
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12.4 ~ ~ .
12•5 ~ ~ . .
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12•6 * . .
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13•2 ~ .
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1.3 cfs -
E Q~a =
T~ S) V`Sp 92 SDEV ST
~ : ~p°ndpac ESTI~TE • ~
.
°na~ack~
~ F 1~- e; cc:\p
. X F il .
. ~ ~ • ' '
POND-2 Version: 5.17 S/N: -
. .
OUTFLOW HYDROGRAPH ESTIMATOR - .
. i
~
; . s.
. •
Inflow Hydrograph: c:\pondpack\SP925DEV.HYD . i
Qpeak = 2.0 cf s -
Estimated Outflow: c:\pondpack`ESTIMATE.EST -
;
Qpeak = 1.3 cfs
Approximate Storage Volume .
(computed from t= 12.10 to 12.37 hrs) :
~ 500 cubic-ft ~
. ;
~
. ,
. ;
. -19 -
R
~ ID
H
. . ~ i
~ t-
.
i. :
OH-IRN- 2/15/88 -
- US Depar~ment of Agriculturz :
Soil Conservation Service -
~
DESIGN WORKSHEET :
for = r
Trapezoidal Channel Section `
- - ;
. i
prepared for
A Fz'F:;z -C d~! C-3 C) T~ .
SPOKANL COUNTY, WASHING70N _
Designer - JWP C~,~~ler Da ~Le' = 08/04/94
I. .1.• Y W fW dJi .i Ji W .V i .i .1li v J. .N . li W U i . li J.. V.. ..i .l. Jv W I4 .y di N J. Ji .
.~~h•~~~~%~=s~~=~r%K~n%i~.-rn.1.~n~~„•1,~%h•11 ~%4, Ir%n{..j:~;:;:%L~-hT•~.-~--r.;.-t.nT-rA•InIn~i.X
RGADSIDE DiTCh/MORTON S -F. -
i Slop2 = G .05,230 Tt/rL H y dr Ravs = 0 .2~
' n = value = 0.030 Area = 0.48 s ; . ~ tt..
Capaci ty = 1.99 CTs
. Velocity = 4.1 fps
Sideslope = 2.0 = 1 ~AVb ~ ! P~4ti ~~D_ ~ :).5:~ ►=AR ~c~'
Bot -Lom wi'dth = 0.0 f~. -
Dept-h - 0.5. Tt.
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. _ . . - .
QH-iRN- 2/15/88 - :
U5 DeFa~tm2nt ofi Agriculture ,
Soil Conse7'vation Szrvice "
;
. DESIGN W-ORKSHEET ~
. fo: ►
Trapezoidal Cha-,.n,-_l Section
- - ;
_ pr epar ec ~ or - FZ T 1,,4 GTO"
~
SPOKANc COUNTI' ; WASNINGTON •
Cesigner = JWP Checker
= 08/04/94 - D a e
~ =K %K =i~ :r T =i~ :;c ;E: * -i~ a: :i: ~ ;i: T ~ * =r ~ ~ =i~ ~ T ~ ~ =f~ T T :r 11: .
ROADSiDE DITC- • ~:.NRLSON LN -
j_Lp 2 = C_v33v Tti H,Yur Ra-aiLlS = 0.
' value = 0.0130 rirea = 0 .58 sq.ft.
Capacity - 2.03 cfs
V210C3.ty _ 3.5 TQS
SidesAopz = 2.0 : 1 ~~•v~ 3; c eoaJ s,~lc z: ~ F,-.- 5•0.~
Bottom wi*dtIL-: = 0.0 ft.
Dep t h = 0.5 T-t. po;~ ~~f
. . • P~~ ~A
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-21-
p . - . ,
OH-IRM- 2/15 f 8$
US Department of Agr3culture
. Soil Conservation"Service .
DE SIGN WORKSHEET
for
Culvert Evaluation
prepared far
X 14 C~; 'IC CDO 14 -
in
SPO-KANE COUNTY, W~~~ING'FON
Designer : FtGH Checker
Date : 03/02/95 Date
CULVERT @ M0RTON & CARLSON
, ~f< ,
50
` n ' vaiue - 0.025 Capacity _ 4.9 c#'s _
Length - 60 f t.
IIiameter = 12 in. ~ lnle~. ~~NTROLS
Projecting graove edg~
~~2-51 Ele~~tion af headwater - 86.8 C9r
-'0
Elevation af inlet ~ 84.9 ~~1refl VC.e_~ -
Elevation of taiIwater - 80.5 Elevation of outlet - 8 1 , 5
~,-.~c 'T ~ • ~ ~ ~ ~ ~ - ~ • ~J ~ . : '
a
~
a
~
. ;
~
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~
;
1 , • •
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qannings 'n' = ,025 Capacity = 4.9 cfs ~
Lntrance
Projecting grooye eJye Inlet Controls ~
~
~ I
~
~
E...EU : 86.84 „
. . . . . , . ,
kAnAAAAAAAAnAAA . ~ E.EU = 80.~
aiam in, . . . ~ rlAAAAAAtlAAAAt1AA
E.EU 84.92 E-.EU ~ 81.48
engfh 60 fti . ~
C.J ERO" F OW
f5 - Print Esc p Menu CAPS H.M
C's?-IR;4- 2/15j$$
US Department of Agriculture
. Soil Conservation Service
DESIGN WORKSHEET
for
Circular Section
prepared for
- A~2R ~ NGTON -
in
SPOKANE COUIJTY, WASHINGTON Designer : RGH Checker
Date : 03/02/95 Date
CULVERT @ MORTON & CARLSON
Slope = 0.0530 ft/ft Hydr Radius = 0.24
1n' value = 0.025 Area = 0.38 sq.ft.
Capacitv = 2.01 cfs
Velocity = 5.4 fps
~ KbaC R! p
Diameter = 12 in.
Depth of flow = 5.8 in.
-z3-
. ~
Slop~ in f t/f t = 053 HyJpaulic RadiLis = 0,24
Mannings 'N' ° .025 Area 0 ~ 0.38 s ft \
Cafac ~ ty 2.01 cis ~
Ue oc1tg 5.4 ft/see u
~
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f n
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diam = 12 in AAAAAAnAAAnAAAAAtAAAAAAAAAAn .
~ . .
~ d = 5,8 1n
~
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CIRc..AR SEC"IOH
F~ " Print Esc " Menu CAPS N...M
I
!
.
KING COUNTY, WASHINGTON, S.URFAC:E WATER DESIGN MANUAL ;
TABLE 4.3.6A ROCK PAO7EC710N AT OUTFALLS
Olscharge Veloctty - REQUIRED PROTECTION
At Design Flow (#ps)
Greater Less than Minimum Dimensions
than or equal to
Type Thickness VYrdth Length Height
0 5 Rip Rap! 1 ft. Diameter 8 ft. Crown
+ 6 ft. or 4X Dia. + t ft.
whichever is
greaier
v= 5 y.1 ~;4'
5 10 Rip Rap** 1 ft. Diameter 12 ft. Crown
+ 6 ft. or 4X dia. _ 1 f t.
or 3X dia., whichever is
whichever is greater
greater .
10 20 Ccbion Outfali 1 ft. (As required) (As required) Crowm
. 1 ft.
20 h/A Engineered Energy Dissipator Required .
* Rip rap shall t-e in accordance wrh section 9-13.1 of the WSDOT/APWA Standard Specificztions.
Rip rap to be reasonaWy we11 graded with rock gradation as follows:
Passing 8 inch square sieve 100°:~ or - Maximum,stone size 80
Passing 6 inch square sieve 40-60° or • Medium stone size 6'
Passing 2 inch square sieve 0-t or Minimum stone siie 2'
Rip rap to be reasonably wetl graded with rock gradation as follows: . '
Maximum stone siZe 24' (nominal diameter)
. Median stone size 16"
Minimum stone s¢e 4'
Note: Rip rap sizing govemed by side slopes on outlet channel, assumed to be ---3:1.
. . - ;
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oH-~RM- 2/15/88
. US Department of Agr_iculture
. Soil Conservation Service _
,
DES I GN WORKSHEET
for
Culvert Evaluation
prepared for
Z~L RFZ S NGTON
in
SPOKANE COUNTY, WASHINGTOIV
Designer : RGH Checker
Date : 03/02/95 Date
CMP @ STA. 0+69
'n' value = 0.025 Capacity = 2.6 cfs.
Length = 49 ft.
Diameter = 12 in. Outlet CONTROLS
Projecting groove edge
-5T~
r fF! Elevation of headwater = 59 . 5
o ti q Elevation of inle4t = 57 . 8 %~TCrI /1✓%4?, `r
01Z7 Elevation oi tailwater = 58.3 ED& E
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J r 3z Elevation of outlet = 57.5 ,;k✓4Lr 9 0 7
- - i
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;
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.
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-27-
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.
Mannings 'n' : 0.025 Capacitg = 2.6 ef s
Entrance ~ . ~
Projecting groove eage Outlet Controls'
~ ~
.
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.
LEU : 59.51 ~ .
nnAAAAAAAn~~~AA t . , . , E.EU = 58.3
aiam ~ 12 in, . . } AAAAAAAAAAAAAAA
E.9 ~ 57.82 ~ LEU : 57.5
. ~ ~ength w ft. x
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CFAN ,
i . . .
f5 ' Print Ise - Menu CAPS K.M
oH-iRri- 2/15/88
. US Department of Agriculture
. Soil Conservation Service
DES I GN L+IORKSHEET
for
• Circular Section
prepared for
in
SPOKANE COUNTY, WASHINGTON
Designer : RGH Checker
Date : 03/02/95 Date
CMP @ 0+69
Slope = 0.0065 ft/ft Hydr Radius = 0.19
'n' value = 0.025 Area = 0.24 sq.ft.
Capacity = 0.39 cfs
Velocity = 1.6 fps
Diameter = 12 in.
Depth vf flow = 4.2 in. ,
~
;
,
. ,
;
F
-29- ~
/2/1_57 '
~e v. 3 y
~
~
SIm in f t/f t = 0065 Hyaraulic R'aaius = 0.19
Mannings 'N! " 025 ArLa I I 1 I I I I I I I I ~ 0.24 ~ ft
Ca aciVy I 1 1 I 1 1 I 0.39 cis ,
UelociYg 1.6 ft/sec ~
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71-
Li 9408110515
snCrl;
XJ • l. / ~~a
.S-
VOI. 16~5 PAGF1792
Mr. Albert D. Angove, Director
Spokane County Parks, Recreation & Fair Department
. West 1115 Broadway Avenue
Spokane, Washington 99260 •
Dear Mr. .Angove: `I am aware of the potential for additional fees which may .
be owed at the time of building e~it issua ce for the
lots created by short plat r-~
t The fees will be assessed should the Board of County
Commissioners enact a park mitigation ordinance. Funds
collected from any such ordinance will be used for the
purchase of park land and the capital development of park
and recreation facilities within the service area of this
. short plat.
Signature Spokane County Parks,
oj. Spoz-A
Rec:reation & Fair Dept
Authorization
Print Sponsor's Name
Date Date y
,
' 94n8110514
' YOI. 1635PAGE1787
MITIGATTON AGREEMENT
THIS is an agreement entered into by and between the Mead School
District No. 354 (hereinafter referred to as "District") and Jay Arrington
(hereinafter referred to as "Developer").
RECITALS
1. The Developer has submitted to Spokane County a proposed preliminary
plat known as Preliminary Short Plat more particularly described in Exhibit "A"
attached hereto. This proposed preliminary plat is located in an area which is
served by the District.
2. Preliminary Short Plat SP-925-93 will contain four (4) single-family lots
which, upon completion, will generate new students which will have an impact on
the District's capital facilities.
3. The District is currently operating over its capacity and will continue to do
so when Preliminary Short Plat SP-925-93 is fully developed unless additional
student housing is provided.
4. The District does not have facilities available to accommodate the
additional students generated by the Preliminary Short Plat SP-925-93 development.
5. A dispute has arisen between the parties as to the steps which should be
taken by the Developer to offset the impact this development will have on the
District. In order to resolve this dispute the parties have agreed as follows.
NOW, THEREFORE, for good and valuable consideration, the receipt and
sufficiency of which is hereby acknowledged, the parties agree as follows:
1. Developer and the District agree that this Mitigation Agreement is a
voluntary agreement which is reasonably necessary in order to mitigate the direct
impact on the District of additional students which will be generated by the
. development and for which there is no appropriate facilities to house such
additional students.
2. In exchange for the promises of the District. as contained in this
Agreement, Developer agrees to make payments to the District as specified below.
3. The District hereby agrees that the performance of the conditions in this
Agreement by Developer shall constitute mitigation and offset of adverse impacts of
Preliminary Short Plat SP-925-93 development to the District. Notification will be
given to Spokane County by the District that impacts to the District from this
development have been mitigated as a result of this Agreement.
Mitigation Agreement Page 1 of 4
.
>
- SP-925-93
vo~. 1635PAE1788
4. At the time of issuance of a building permit by Spokane County or such
other municipality asserting jurisdiction over the property for construction of a
dwelling on a lot within the development, Developer or his successors shall pay in
cash to the District, the sum of Seven Hundred Fifty and no/100ths Dollars ($750.00)
for each lot.
5. The County of Spokane or such other municipality asserting jurisdiction
shall not issue a building permit for any lot within the development without proof
of payment of the sums required under this Agreement. Provided, however, that
should Spokane County refuse to require the payment provided herein as a
condition of obtaining a building permit, the parties agree to negotiate in good faith
an alternative collection process.
6. Mitigation payments shall be used as follows:
a. Payments shall be held in a reserve account and shall be expended to
fund the District's capital needs which are reasonably necessary in order to mitigate
the impact of the increase in student population due to the development of
Preliminary Short Plat SP-925-93.
b. The payments shall be expended in all cases within five years of
District collection; and
c. Any payment not expended within five years of collection shall be
refunded with interest at the rate applied to judgments to the property owners of
record at the time of the refund; however, if the payment is not expended within
five years due to a delay solely attributable to the Developer or builder, the payment
shall be refunded without interest.
7. The parties acknowledge that the provisions of this Agreement may be
affected by action of Spokane County in connection with the approval of
Preliminary Short Plat SP-925-93. The parties agree that if Spokane County fails to
approve Preliminary Short Plat SP-925-93, this Agreement is null and void.
8. The $750.00 fee per unit shall not be increased or reduced for a period of
three years following approval of Preliminary Short Plat SP-925-93 by Spokane
County. The final plat shall provide a covenant on the face of the plat for the
payment of the $750.00 fee for each lot in the final plat as provided by this
Agreement.
9. The terms and conditions hereunder shall be adopted as a condition of
final plat approval of the development.
Mitigation Agreement Page 2 of 4
r, • ' lOl. 1635 PAGE1789
SP-925-93
10. The District shall execute any documents to release the covenant described
in this Agreement, if required by Developer or his successors and assigns upon
satisfaction of payment under this Agreement.
11. This Agreement is made with reference and is intended to be constructed
in accordance with the law of the State of Washington. The parties agree that the
venue for any suit brought under this Agreement shall be exclusively in Spokane
County, Washington. Should any provision of this Agreement be declared invalid
or in conflict with any law of the state, the validity of all other provisions shall
remain unaffected and in full force and effect.
12. This Agreement shall constitute a covenant running with the property
described in Exhibit "A" hereto and shall be binding upon and enure to the benefit
of the heirs, executors, administrators, successors and assigns of both the parties
hereto.
13. This Agreement constitutes the entire agreement between the parties and
no modifications or revisions shall be binding unless made in writing and signed by
the parties hereto.
Jay Arrington Mead School District No. 354
:~`'v~..;~, • : ► ~ ,
By
D ed Dated ~ ° , . :
a ~c,
vz i~'~1 ~f .
. •`~"ti •
STATE OF WASHINGTON ) County of Spokane )
On this day personally appeared before me Jay Arrington, to me known to be
the individual described in and who executed the foregoing instrument, and
acknowledged that(Oshe signed the same as his free and voluntary act and deed,
for the uses and purposes therein mentioned.
• k 't.'~
GIVEN under my hari2,:~a~, , offiQial seal this Adayof (ZC , 1994.
~
a- .
~ c~ o~
: • ~ • ,
~V ~ d y r /J/J r~ .
Notary Public iri an for the S tq
Washington, residing at
. O , ~y_J, • .
• ~ • ' My Commission Expires:
/,!t' J.•t'', .
Mitigation Agreement Page 3 of 4
' r ~ ' , • .
3 ' ; ' . ~ , . • • .
•
.
Y01. 16 35PAGE1790
SP-925-93
STATE OF WASHINGTON )
County of Spokane )
p~
On this o day of 1994 before me personally appeared
Allen L. Swanson, to me known to 8e the Business Manager of the Corporation that
executed the foregoing instrument and acknowledged said instrument to be the free
and voluntary act and deed of said corporation, for the uses and purposes therein
mentioned, and on oath stated that they are authorized to execute said instrument.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my
Tt&i,a.1 seal the day and year first above written.
~ .
M • .
•`,:',,,1„ a,•
; . .
•
~ ~re "Notary Public in and for the State of
r' Washington, residing at
; . ~ . ~ ,
. : .
u. My Commission Expires:
. ` A'
%
_ •'y;' r ~
Mitigation Agreement Page 4 of 4
Af tA'11 Jl:tf VUL UIJ I'Kll:'1' fYU. 354
. l?SOQI N. FREYA
•
NJEAD, WA 99021 Y01. 163SPAGE1791
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qFWRN TO
SHORT PLAT # SP-9.?~yri-~,~
for
J AY ARR I NGTON
SITE CONDITIONS:
The subject property is located in the Southeast 1j4 of
Section 5, Townsuip 26 tiorth, Range 43 East, W.tii. in the
county of Spokane, S'Laie of tGashington. The site is
cur-rently unsubdivided land covering approximately 2.2
Acres. "i'he 'Land is llghtly wooded and nieadows. ihe soii
ciassification :S liarble by the S.C.S. manuei ior Sponane
County. The Ia;~d slopes at approxiniately 5% from the
\orthwest 'Lowaras the Southeast.
DF.GFOSED DEVELGP',l~~iT:
The site is a proposed development oi .our 'Ao"Ls 'Lo be
accessed by Mor ton Road, Morton Road is to be developed as a
pi'iVni.e i Cihii (2ii ? OO'i. Oi 3.SjJhc11 L ) i.O ii.h2 'NO!' iil t71 i a`li w211
noad. Two 12; '-o4Ls titiil be accessed by a private gravel
road rlciVliia cl Cii _ viilo :i"1C:iii vi 20 `i 00 i oravel sliI'i3Ce. iii£'_
Sii.2 1S li: iile i:~sioilai~Ct aC{llli2i scI"iSi t.iV'c area SO ~uEpon3s have uee;~ :~esign2d a~ i`~~ i~tzrsectiur~ o~ Mor t-o: itoad
CInU Farwe'LI ROd%d io handlc l1h2 i11:.reGSed i ur10fi i l flm L11e
proposed 11cr ton : oau.
CG\CLJSION:
~
ihe zxisting runoii L', om 'Lhe site is calculated as 1.57 _ cfs
for the 10 year storm using the rational meth*od, the "C`
factor used ior tie existing condition is the composite of
taking the existing topography as 1/2 lightly wooded and 1/2
' as meadow, fihe "L' L'acctor used is 0.23. ►ti'hen developed thL
"C" f actor used i s 0. 25, the County i• ecomended f ac tor f or
1-5-1 3-0 vE,tJAC, -%.iIe developed factor used is 0.26 whi ch
is the composite for the dwelling units and the gravel road.
The runof f f rom Morton Road wi 1 1 be conveyed via a drai;tage
swale to flhe "2C0'` ponds and «fas not included in the site
calculations but -was taken as a seperate calculation. The
developed site runoff was calculate to be 1.84 cfs which is
closed to the existing runoff therefore no detention is C) . -Z_l
provided for the site.
8 -1
The i•unof'i ironi the proposed roadway uill be drained -Ln
two (2) '1203" ponds 1oca'Led in the \ortherly ROW of Farwell
Road at tlie intc: sec ti on of ;4tor toii Road. 'I'he i•unof f wi 1 1 be
discharge from ~he "208'° ponds via Type "B" dryKells.
nws3raclJm
Mado In U.S.A.
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BOWSTRIiVG METHOD (TEN YEAR SI-OKNi uESIG(d ) PF20jEC t: ~R'r-\'ZN GTCN
DE~i"EIVTIOiJ 3~SIN OCSIGN ~ 3~SIN: E::ISTING
~ REVIEWER = WP
NUMBER OF DRYWELLS PROPOSED DATE = 10-ilay-94
0 Si ngle ( typ0 Double (type B)
Tctal Area ( calc (see H1 2.20
Tirn~ olf Conc calc.) (see H1 5_00
~ Composite "C" ( calc _ ) (see H1 0.23
~ Ilm~., 01' Conc.( mir ) 5.00
,A ► e a tHcrcs ) 2.2
L ~ F a c -L c• -f- 0.22S
~
if1lP•`1"\i 1-CiUS -Area ~ sq. T-. j O
1l.!I r•.1 '1U aeu , tj J /~1
{ i:~ ~ :J '~f ~ '
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ii i i ile i i. I'i i c? i il t c iyi S i i, j% C) d 2 V_ V i n `1 Ol,i ~ ~t v'l"
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5 21G0 G . 9 1 0.45 992 . 0
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v'v' v 0 iC i 6
45 Gi JCJ 0_ 74 U.3/ 1026 v 1026
x
s0 .3 VVV G _6a 0.~4 iU%~4 v ' "1~~~4
:JJ GG 0.64 G. 32' 1078 G 1078
60 3600 0.61 0.30 1118 G 3
05 3900 0.60 0_'.31 Ci i 1 8 /G Y`GC rJ .58 IG.:iJ
i J +500 0_56 C, . 20 1276 22i 6
~.)0. 4800 lJ _ J~ i GiJG V 1286
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1
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'3S 57GG v. 4~ 40 : v 140;
1GQ
bOuG 0.48 G.24 1450 G iu50
Cr~-;'LCUL;; -I IuNS
R::quired gi-assy sz•~ale ;~~~id s~oriag2 volume
= i f ii N c i V i oi.I S ri i- 2 d X _ J tin I. ii l.i
Grassy swale pond valuma proviued = 0 cu. T,~~..
D,'~:`(lJ`LL ,:LCUIF;Ei`1ENT5 - 10 YEAR DESIGN 5 TCRi`1
Maxirnum storage requir2d by Bawstring = 1450 cu. -f t. .
A - L
T I ME OF CONCENTRA i I ON ( m i nute5 )
Tc ( ovzrlanu ) Tc (gutter) a as
.r
~ t 0.15 L 2 = J 1.10
L1 = 0 0.31V
A) _3$0 Z2 = ~:J G_uG O_JL
~I( j = V B = G (7_v00 0.00
~(r+) = 5.5 0_00 10.00
S = V 0.00 Q .0U
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u - v 0_00 v.~G
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S- avvi agc SloPc G'I GVCi Zai"ICi fliiJW ~
-f ~g Li t t 21' j= Lc iy ~ i f i~.V21 OC i i.y (~i' ~.~c)0 ~
G- 30: tam W1G~.i"i Gi G u`ii i:i" Gi vii.~ii -
~1 = inversz of cross slop2 one o-l':' ditch invzrsa of cToss slupa -t-wo ol' uitch
U2F'"h Of filGlr; 5i..l~1--2i (csLi:icai.c:, i~iN c~Lifila~c ii F iGiti ~
AY2ca = d*B+G'-2/2*-\', Li"t=-' ~
W2~t2G j~ei 11112t2Y" =~i ~~~T( 1%Sl ii( c`~i.il( l/Zl a./':iiit ai,il~ ii~?
i-lydi c3Ul1C naCilUS =R = Ar ea/W2 i i.2u
Vz loci ty
r1l7lM = Velocity*Area
n = 0 _ Olb 'for asr►,a1 'L.
s= longitudinal slope of gutt~r
O,G.. F ALTd R Foir- W ad4X.Ak" i's -0o<w~4 Ca"oiTioN
Z~ C ~ FAr- ro1t FoR P^31't~G.La~Mg~.CoW - IZ°t^~'IN~. CoN C~T~oN
- ~
= RRT1VG i ON
BOWSTRING METHOD ( T~IU YEa~ ~TC~:M DESTG~a j ~~R OT ~
OcTcN7ION BASIN DLcSZLti QNS!,: = DEVELOP E D
R EVIE-:E R r
- NUMBER 0F DRYWELLS PROFGSc"D DA"IrE: 10-May-94
0 Single ( ~yp0 uoub12 (type B)
Tota 1 Area ( ca lc (see H1 2.20
Tiri~2 of Conc. ( calc . ) ( s2e H1 5_00 -
Compcsite "C" ( calc (s2e H1 0.26
i irAe of Corc.( mi 1-1 j 5.00
rl"2ct (HCi 2S )
-L 0r 0 _ 2 636361-31
lirnpervious ar2a (sq. ~ t.
` o Z-u i i~ ac- i Ov i d C d 0
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6u ~GOt~ . ~a ~.22,..
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" 6~ 3600 0.61 0.~5 1310 ~ 131 0
JJ JOC) V . ~.J G . .JJ
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:0 4200
75 4SGG 2495 G 1495
80 4300 ('J . 5 iZ)
8~i 51 vv 52 ).30 i JU'J U ? 56`~~
_
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95 57C~; 0.49 U .2~3 0
100 oGG 0 8 J . 21 a 16 `-i; v 1 ~
D R ; t 1 la E r l: N D l.. ii L i-i i i U 6'i
_ i,:~ qu 1. i eu; Swd.i Pi.i ic1 Ca ; i. v i d Je v~. u i i I:
- i I I Ne1 V 1 lJ u. s- r:IG3- il _5 i ii i G 1. 1 1. ii l. . - 0 CLn. i l. .
Grassy swaiz- pond volui-iie provided = 0 cL. . f
t,.F;1`WcL.L. RcQJIREI"fEiLT;~ i~ ~"EAn JE~GN 5 iORri
I`iciXlfi{U(il S:cJT-dtJ-`e -.aqLliiCd vi SOWS`"i.i liiy = .1699 vu_ ffi._
TIME OF CGNCENTRATION (minutcs.) D E Y PC D
Tc ( over 'landj 7c ~ Gi.ltt'-'2T 1 ~ Areas
~ ~ - 0 . 15 2.10 i~ . ~-5 ~
Q v.:i. G 0.55 69
a 80 7:= - v 0 ;J
N( 0.4 0 J v 0 .
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ave7-age slcpc o-t= ov:: rian-.: i iow ,
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S P O K A N]F_ O 11 1-4 T X
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OFFICE Of TI-IE COUNTY ENGINEER • A I7IVISION OE TEiE PUBLIC WORKS DEPARTMENT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
REVIEW COMMENTS
TO: Jim Preble, P.E. - Hahn Engineering, Inc.
,
FROM: Chris Reich - Engineering Development Services i~
SUBJECT: Short Plat 925 - Arrington Property
DATE: August 15,,1994
A review of the above referenced project has been accomplished. The following items should
be addressed on final mylar submittal. Most items are drafting errors or administrative in
nature.
1. All three sheets need to be stamped for final approval.
2. The private road is labeled as a"Road" on sheet 2, but should be labeled
a "Lane".
3. The plan for Carlson Lane does not show the 10' easement on Tract 'D', but
your cross-section indicates there will be an easement. Please clarify.
4. Indicate both ditches for the private road will be seeded.
5. Developer and fire district approval required. /
6. The label for the rip-rap out(et indicates 1" Thick 6" dia., but should actually /
indicate 1' Thick 6" dia.
7. The drainage report needs to be signed by the engineer.
1
The drainage language required for the plat dedication wiil be forth coming. I need to consult
with Bill Hemmings about how the language will address the swale within County right-of- ~
way, but he is out until August 23, 1994.
Please make the necessary revisions to the plans and submit mylars for final approval. Return
the enclosed items marked "Original" with your next submittaf. If you have any questions,
feel free to call.
1026 W. Broadway Ave. • Spokane, Wn 99260-0770 •(509) 456-3600 FnX: (509) 324-3478 TDD: (509) 324-3766
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AR.R I NG'r ON F, 12(D PER-rY
L?RA I NAGE a EPOR'-r ~
July 14, 1994
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HAI-~i I INGINEERING ~
'CN. 2623 "B" Ui" ; I S IvN- S TI.
sI'OKANNL, WAsHING'I`GV 99208
467-1550
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SHORT PLaT # aP-925-93
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JAY ARRINGTON µ
SrTE COVDITIONS:
The subject propery is located inithe Southeast 1/4 of Section 5, Township 26 North, Range 43"East, W.M. in the ~
County of Spokane, State of Washington. The site is
currently unsubdivided land covering approximatley 2.2 =
Acres. The land is lightly wooded and meadows. The soil classification is Marble by the S.C.S. manuel for Spokane ,
County. The land slopes at approximatley 5% from the ry
Northivest towards the Southeast. There is 14.3 acres N/L -
that urain tlirough t,le si te tha-t -wi 1 1 be afi'ected by the
proposed developinent. j
PROPOSEll DEVELOPMENT:
The si-te is a proposed development of four lots to be
accessed by Morton Street, Morton Street is to be developed
as apubl i c road (20 f oot oi asplial t) to the Noi• th of
Farwell Road. Ali four (4) lots will be accessed by a
privatc road (Carlson Lane) ivh.ich wi 11 be paved .ciih 20
foot oi asphalt and also act as a turn around foi• fire
protzction. The site is in -the aesig-nated aqui#'er sensifiive
arza so "208" ponds have been designed to intercept the
runoli f'rom the asphalt areas. A pond has been designed at
the intersection of Morton and Farwell to handle the
inci•eased runoi#' and the "208" requirenients i'or Morton Read
ahd Carlson Lane. The i•unoff will be conveyed by drainage
d•i tches anct culverts into the pond. .
coNcLUs zoN: The existing runof'f from the offsite and the proposed
site has been calculated 2.0 cfs for the 50 year storm using
the SCS «iethod, the "CN" L'actor used for the existYrig
condition is the conlposite oi takina ~hz existing topooraph~~
as .l% 2 I ight 1y wooded and 1/2 as ;neadow, the "CN" fac t or
used 62. Tlie runof f f rom Morton Roaci and Cai• lson Lane wi 1 1
be conveyed via a drainage ditchs to the "208" pond located
East ef the intersection of Morton and Farwell. The pond
wi11 tirain via a type "B" drywell and a type "A" drywell.
The pOY1d wi 11 retain the f law- f rom the 50 S-za, desing storm.
The over #'low froiti the pond will be along the NorthEi•ly P./yti'
f'o Far-xel i has it currently exisis.
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Quick TR-55 Ver.5.46 S/N:
Executed: 11:44:52 07-21-1994
Developed Short Plat 925
Approximate frozen ground condition .
using°type B soil instead of A RUNOFF CURVE NUMBER DATA
Composite Area: -
AREA CN
SURFACE DESCRIPTION (acres)
Pavement, Type B 0.45 98
Roof and driveway areas, Type B 0.23 98
Woods, Type B 7.57 65 Brush, Type B 8.25 56
COMPOSITE AREA 16.50 61.9 ( 62 )
. . , . . , . _ . . A_Z .
. .
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. ,
Quick TR-55 Ver.5.46 S/N: _
Executed: 11:38:13 07-21-1994
Developed Short Plat 925
Approximate frozen ground condition ~
using type B soil instead of A ~
~
RUNOFF CURVE NUMBER SLfMMARY ~
Subarea Area CN ~
Description (acres) (weighted)
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16.50 62 '
V
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Quick TR-55 Ver.5.46 S/N:
Executed: 11:45:13 07-21-1994 c:\pondpack\SP925DEV.TCT
DEVLOPED CONDITION USING TYPE B SDIL
Tc COMPUTATIONS FOR: •
SHEET FLOW (Applicable to Tc only)
Segment :ID A -
Surface'description WOODS . Manning's roughness coeff., n 0.4000 Flow length, L(total < or = 300) ft 20.0
Two-yr 24-hr rainfall, P2 in 1.400
Land slope, s ft/ft 0.0500
0.8 ,
.007 * (n*L) T = hrs 0.10 = 0.10
0.5 0.4
P2 * s
SHALLOW CONCENTRATED FLOW
Segment ID B
Surface (paved or unpaved)? Unpaved
Flow length, L ft 1180.0
Watercourse slope, s ft/ft 0.0500
0.5
Avg.V = Csf * (s) ft/s 3.6078
where: Unpaved Csf = 16.1345
Paved Csf = 20.3282
T= L/(3600*V) hrs 0.09 = 0.09
CHANNEL FLOW
Segment ID
Cross Sectional Flow Area, a sq.ft 0.00
Wetted perimeter, Pw, ft 0.00
Hydraulic radius, r= a/Pw ft 0.000
Channel slope, s ft/ft 0.0000
Manning's roughness coeff., n 0.0000
2/3 1/2
1.49 * r * s .
V = ft/s 0.0000
n
Flow length, L ft 0
T= L/(3600*V) hrs 0.*00 = 0.00
. . . .
. . . . . . . . .
TOTAL TIME (hrs) 0.19
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Quick TR-55 Ver.5.46 S/N:
Executed: 11:42:42 07-21-1994 c:\pondpack\SP925DEV.TCT
SUMMARY SHEET FOR Tc or Tt COMPUTATIONS •
: (Solved for Time using TR-55 Methods) :
DEVLOPED CONDITION USING TYPE B SOIL
~
. Subarea descr. Tc or Tt Time (hrs) -
`
Tc 0.19
r
Quick TR-55 Version: 5.46 S/N: - Page 1 .
Return Frequency: 50 years
TR-55 TABULAR HYDROGRAPH METHOD
Type II. Distribution
(24 hr. Duration Storm)
Executed: 07-21-1994 11:42:56
: Watershed file: C:\PONDPACK\SP925DEV.MOP
Hydrograph f ile: C:\PONDPACK\SP925DEV.HYD .
Developed Short Plat 925 ~
Using type B soil to approximate frozen ground ' Input Parameters Used to Compute Hydrograph .
~
Subarea AREA CN Tc * Tt Precip. Runoff Ia/p
Description (acres) (hrs) (hrs) (in) (in) input/used
16.50 62.0 0.20 0.00 2.40 1 0.19 1.51 .50
* Travel time from subarea outfall to composite watershed outfall point.
I Subarea where user specified interpolation between Ia/p tables.
Total area = 16.50 acres or 0.02578 sq.mi
Peak discharge = 2 cfs -
. Computer Modifications of Input Parameters .
Input Values Rounded Values Ia/p .
Subarea Tc * Tt Tc * Tt Interpolated Ia/p
Description (hr) (hr) ~ (hr) (hr) (Yes/No) Messages
-
0.19 0.00 0.20 0.00 No Computed Ia/p >.5
~
* Travel time from subarea outfall to composite watershed outfall point.
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Quick TR-55 Version: 5.46 S/N: _ Page 2
Return Frequency: 50 years
TR-55 TABULAR HYDROGRAPH METHOD
Type II. Distribution
(24 hr. Duration Storm)
Executed: 07-21-1994 11:42:56 - : Watershed f ile: C:\PONDPACK\SP925DEV.MOP '
Hydrograph f ile: C:\PONDPACK\SP925DEV.HYD
Developed Short Plat 925
Using type B soil to approximate frozen ground ~
Summary of Subarea Times to Peak
Peak Discharge at Time to Peak at
Composite Outfall Composite Outfall
subarea (cfs) (hrs)
2 12.2
Composite Watershed 2 12.2
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Quick TR-55 Version: 5.46 S/N: _ Page 3
Return Frequency: 50 years
TR-55 TABULAR HYDROGRAPH METHOD .
Type II. Distribution .
(24 hr. Duration Storm)
Executed: 07-21-1994 11:42:56 '
Watershed file: C:\PONDPACK\SP925DEV.MOP ~
~ Hydrograph f ile: C:\PONDPACK\SP925DEV.HYD ~
Developed Short Plat 925
Using type B soil to approximate frozen ground -
Composite Hydrograph Summary (cfs) -
Subarea 11.0 11.3 11.6 11.9 12.0 12.1 12.2 12.3 12.4
Description hr hr hr hr hr hr hr hr hr
0 0 0 0 0 0 2 2 1
Total (cfs) 0 0 0 0 0 0 2 2 1
Subarea 12.5 12.6 12.7 12.8 13.0 13.2 13.4 13.6 13.8
Description hr hr hr hr hr hr hr hr hr
. ~
1 1 1 1 ~ 1 0 0 0 0 -
Tota 1( cf s) 1 1 1 1 1 0 0 0 0 .
Subarea 14.0 14.3 14.6 15.0 15.5 16.0 16.5 17.0 17.5
Description hr hr hr hr hr hr hr hr hr
0 0 0 0 0 0 0 0 0
Total (cfs) 0 0 0 0 0 0 0 0 0
Subarea 18.0 19.0 20.0 22.0 26.0
Description hr hr hr hr hr
~ 0 0 0 0 0
Tota 1( cf s) 0 0 0 0 0
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Quick TR-55 Version: 5.46 S/N: Page 4 ~
Return Frequency: 50 years
t
TR-55 TABULAR HYDROGRAPH METHOD
Type II. Distribution `
(24 hr. Duration Storm) :
Executed: 07-21-1994 11:42:56 Watershed f ile: C:\PONDPACK\SP925DEV.MOP .
Hydrograph file: C:\PONDPACK\SP925DEV.HYD i~ Developed Short Plat 925 -~Using type B soil to approximate frozen ground
~
M1
1
~
F
Time Flow Time Flow
(hrs) (cfs) (hrs) (cfs) '
11.0 0 14.8 0
11.1 0 14.9 0
11.2 0 15.0 0
11.3 0 15.1 0
11.4 0 15.2 0
11.5 0 15.3 0
11.6 0 15.4 0
11.7 0 15.5 0
11.8 0 15.6 . 0 I
11.9 . 0 15.7 0
12.0 0 15.8 - 0
.12.1 0 15.9 0
12.2 2 16.0 , 0
12.3 2 16.1 7 0 12.4 1 16.2 0
12.5 1 16.3 0 ;
12.6 :1 16.4 0 '
12.7 ,1 16.5 0
12.8 1 16.6 0
12.9 1 16.7 0
13.0 1 16.8 0
13.1 0 16.9 0
13.2 0 17.0 0
13.3 0 . 17.1 0
13.4 0 17.2 0 ~
13.5 0 17.3 0 -
13.6 0 17.4 0
13.7 0 17.5 0
13.8 0 17.6 0 ,
13.9 0 17.7 0 •
14.0 0 17.8 0 .
14.1 0 17.9 0 14.2 0 18.0 0 ,
14.3 0 18.1 0
14.4 0 18.2 0
14.5 0 18.3 0 ;
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14.6 0 18.4 0 {
14.7 0 .18.5 0 '
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;
Quick TR-55 Version: 5.46 S/N: _ Page 5 -
Return Frequency: 50 years '
TR-55 TABULAR HYDROGRAPH METHOD .
Type II. Distribution
(24 hr. Duration Storm)
Executed: 07-21-1994 11:42:56 '
Watershed file: C:\PONDPACK\SP925DEV.MOP
Hydrograph file: C:\PONDPACK\SP925DEV.HYD Developed Short Plat 925
Using type B soil to approximate frozen;ground 4
0
e
0
Time Flow Time Flow
(hrs) (cfs) (hrs) (cfs)
18.6 0 22.4 0
18.7 0 22.5 0
, 18.8 0 22.6 0
18.9 0 22.7 0
19.0 0 22.8 0
19.1 0 22.9 0
19.2 0 23.0 0
19.3 0 23.1 0
19.4 0 23.2 0
19.5 0 23.3 0
19.6 0 23.4 - 0
19.7 0 23.5 0 19.8 0 23.6 0
19.9 0 23.7 . 0
20.0 0 23.8 0
20.1 0 23.9 0
20.2 0 24.0 0 •
20.3 0 24.1 0 • '
20.4 0 24.2 0 •
20.5 0 24.3 0 ~
20.6 0 24.4 0
20.7 0 24.5 0
20.8 0 24.6 0
20.9 0 24.7 0
21.0 0 24.8 0
21.1 0 24.9 0 21.2 0 25.0 0
21.3 0 25.1 0 21.4 0 25.2 0
21.5 0 25.3 0
21.6 0 25.4 0 ;
21.7 0 25.5 0 .
21.8 0 25.6 0 ;
21.9 0 25.7 0
22.0 0 25.8 0 S
22.1 0 25.9 0 '
.1
22.2 0
22.3 0 x
.
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}
POND-2 Version: 5.17 S/N: - -
Plotted: 07-21-1994
Flow (cfs) J
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 ,
.------I-----I-----I-----~-----I-----I-----I-----I-----I-----I-----I- .
~
a
11.4 - * ;
.
11.5 -
* 11.6 -
11.7 - * .
*
11.8 - *
*
11.9 -
* 12.0 - *
*
12.1 - x x *
12.2 - x *
x *
12.3 - x *
x *
12.4 - *
* .
12.5 - *
*
12.6 - * * .
12.7 - * .
. * ,
t12.8 -
. 12.9 - * .
* - .
13.0 - * * }
13.1 - *
* 13.2 - *
*
13.3 - *
*
13.4 - *
13.5 -
;
TIME ;
(hrs) .
* File: c:\pondpack\SP925DEV.HYD Qmax = 2.0 cfs o
x File: c:\pondpack\ESTIMATE.EST Qmax = 1.3 cfs ~
,
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;
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POND-2 Version: 5.17 S/N: - -
n
OUTFLOW HYDROGRAPH ESTIMATOR `
1
. F
t
c
Inflow Hydrograph: c:\pondpack\SP925DEV.HYD ,
Qpeak = 2.0 cfs
.Estimated Outflow: c:\pondpack\ESTIMATE.EST •
Qpeak = 1.3 cfs ;Approximate Storage Volume ~
(computed from t= 12.10 to 12.37 hrs) °500 cubic-ft
;
.
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. A-
ON-IRPI- 2/15/88 US Department of Agricu].t_ure ,
Soil Conservation Service i'
,
DESIGN WORKSMEET ~
for '
Trapezoi.dal Channel Section i
L
pr epar ed f or ~
~
F~: tl~: 1'''.0 (=-..i 7"(,-3 0''"N
a, n '
SPOKHNE COUN'irY, WASHINGTON °
_ b
Designe~- - - .WP Checker
Date = 08/04/94 Date
1 1 1 J I J 1 Ji 1 .1. ti 11li li J .1 Ji ~
-c~~~c%~-r%n-r'=1~=1~%k~=~~'~=%~-rn~n%n~~:%~;:kx:,..r%~%~:%1~=~~:~~:~,~;,"~~%{<-r~:~~~=i~*~= -T=k="=K%%i~. :{:~c%~%6c%Rc~~-h~-r•nyi'~
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RoaDsiDE DIYCHiMoRToN sY . ,
. ~
ol0p2 = 0.0530 ft/fit Hydr RadiuS = 0.22 '
r n' valuE = 0.030 Area - 0.48 sq.ft . `
. Capaci ty 1.99 cf s ;
. Velocity - 4.1 fps
- - ,
,
S1deSlOpe _ 2.0 •1 (AVb ~ 3: ( ev4b ~I v~ rqX S~nc~
F3ottornr width = 0.0 ft.
Oepth 0_ 5 f t.
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OH-IRM- 2/15/88
US Department of Agriculture ,
Soil Conservation Service
;
DESIGN WORKSNEET . s
.
for . ~
, Trapezoidal Channe.l Section E
prepared for f,'r"=e F~: F":,". .:.Ic q`~~~0 C-3 `1" q`,••il ~ j.
in '
SPOKANE COUNTY, WASHINGTON ,
Designer = JWP Check2r Date = 08/04/94 Date ;
~
ROAUS I DE D T-f CH/CARLSON LN 'o-lope = 0_0330 ft/ft Hydr Radius = 0.24
` n' va 1 ue - 0.030 Ar ea = 0.58 5q . fL.
Capacity = 2.03 CTS Veiocity 3.5 -Fps
5ideslopz - 2.0 = 1 C~~~ eoaGt s,~le Z: 1 F'~-•- S•a: ~
. 8ottom width = 0.0 ft. '
: Dept h - 0.5 f t.
6~~''~~~
A~'~~ ~P6
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OH-IRH- 2115188
US Department of Agriculture ,
So?1 ConServation Service '
DESIGN WORKSHEET a
for
Culvert Evaluation
' .
prepared for Il .'~b, ..~1... 11•1,1~~ .
a el.n»T 114,4
.
in
SPVKANE COUN7Y, WA5HTNGTON .
Des.ignEr : JWP Checher
Da ~e : 08/0'1-3/94 Date
n~.`un-~~•%nT
CULVER7 @ MORTON & FARWELL Q S-v Cn~~> = Z~ ~~S
`r' value = 0,024 Ca 77 aci -ty - 4.8 cts.
L2ngth - 4.0 ft.
Gidmetcr = 15 in. Ouz'-iet CUNTROLS
Projzcting thiri edge .
Elevat'ion of headwater = 3.5
~ Elevation of inlet - 1.8 ~
Elevatian uf tiailwater = 2.3 .
Elevation of outlet = 1.0
~ h1D2ra.+ sr.
S9, v
. j~ 7 S H p ucoc ~
• ~ ~'.~I ( 3.5~ N.~l.
~
S"4i9 ( !J GMP ~ 2 %0
Ov*tr- ~ l. o~
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OH-IRN- 2/15/88 ~
US Department of Agriculture ,
Soil Conservation Service 'J
DESIGN WORKSMEET ?
for ~
Circular Section k
~
prepared for
~ ~'°'~r . u._ I~°''~ ~l.l I~'....li Ir`'~
• F
5POKANE COUNTY, WASHINGTON ~
:
DES i g ner: J'WP • C hec ke r
Date = 08l03/94 DatE ,
. W li J ♦ ti Ji l ~r y W J W J. W W { J ti I li !i W 1~
%ni %ic %tC %h -r %~k ~ %ic ~ :k =K * r• :,l CULVERT MORTON & FARWELL '
51oNe = 0.0200 ft/ft Nydr ~~d:Lus = 0.29
` n' va].ue = 0.024 Area - 0 .5~ sq.f t .
. CaGacit;% - 2 _03 cfs
. Velocity = 3.8 fps
Diameter = 1s zn. -
Depth of flow = 6:; in.
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ON-IRH- 2/15/88
US Department of Agriculture .
~
Soil Conservation Service ~
r
~
DESIGN WORKSHEET ,
for . Culvert Evaluation ,
pr epar ed f or N. Cai -il... ,Cl 11"~41 .
,
in ~
I
A
SPOKANE COUNTY, WASHINGTON ~
F
(7esigner = 3WP Checl:er '
Oate = 08/03/94 Date i
i
i•
LULVE-~cT C~ MORTON & CARLSON 3`' LQ~"~= Z• ~ c S
` n- valuQ ~ 0.024 Capac ity - 4.0 cf s. :
Ler,g th - 60 ft. DiameLer 12 i n. - Outl et COiVTRULS Projecting . . . . thin edye .
Clevation of headwater = 5.4
,
~ E.levation of inlet = 4.8
Elevation of tailwater = 2.1 Elevation of outlet = 1.0 ;
~ GA, tL-ao ^I ;
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P' 6-. Z~ s•+o va,.~ o r~ '
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5P0}«NE COUNTY, WASMTNGTON ,
CcSigii2Y' = JWP Checker
Datc : 08/04/94 Date
:~=~~~=~:~x::ic~:~=~~cT~x:~:~:*:~::~:~~::;:~::~~~=~~:~~T:~~~,:~Tfi~:~:~;~:~=►:~,:~~~::~:~~::~:=~~:~:~:x~~:~~:~:T~:**~::~:~=~ ~ CULVERT @ MORTON & CARLSON
Slopc = 0.0656 ft/tt 'r{yc;r Radius = 0.2:;
` n' value - 0.024 Area 0.33 sq. f-,-.
Capac-Lty - 1.96 cfs
Velocity - 5.9 fps
Diameter = 12 in.
Depth of f1 ow = 5.-3 i n. `
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KING COUNTY, WAS(-'NGTON, SURFACE WATE( DESIGN MANUAL ~
: TABLE 4.3.8A4:;: ROCK PROTECTlON 'AT OUTFALI-S
. ;
~ JCY~ l's2 die
i Discharge Velocfty REQUIRED PROTECTlON ,
~ At Deslgn Flow (fps) ~ . .
Greater Less than Minlmum Dimensions -
than or equal to Type Thickness Width Length Height ~
s.
p 5 Rip Rap* 1 ft. Oiameter 8 ft. Crown + 6 ft. or.4X Dia. + 1 it. '
whichever is `
.
3 . e) s ~ c►,; greater ~
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. 5 10 Rip Rap** 1 ft. Diameter 12 ft. Crown '
+ 6 ft. or 4X dia. + t ft.
~5~ e• X ~z or 3X dia., wfiichever is ;
whichever is greater ,
greater 10 20 Gabion Outfail 1 ft. (F.s required) (As required) Crown .
+ 1 ft. 20 N/A Engineered Energy Dissipator Required '
x Rip rap shail be in accordance with section 9-13.1 of the WSDOT/APWA Standard Specifications.
Rip rap to be reasonably weli graded with rock gradation as follows: -
- ~
Passing 8 inch square sieve 100% , ar - Maximum stone size 8' ~
Passing 6 inch square sieve 40-80% or . Medium stone size 6' ~
Passing 2 inch square sieve 0-10% . or ~ Minimum stone size 2' ~
:
Rip rap to be reasonably well graded wrth rock gradation as follows: '
. Maximum stone size 24' (nominal diameter) ;
. Median stone size 16" .
Minimum stone size 4" j
Note: Rip rap s¢ing governed by side slopes on outlet channel, assumed to be --3:1.
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For S:one }_igh ing
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Adap ted 4rom r'.epcrt of .
~ _ y i•~ SuScommittee on Siope
P rotec t i on. A.-. Soc. C i v i 1
Engineers Proc. June 1948
2 ~ . 1. . . ~ ~ • . . , ~ .
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EQU t YALEN i SPHER ICAL D IAMETER OF STOHE, !!i FEET
- (500 ~ grea±er than)
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FOR YARI OUS YELOCI TI ES AND SL4PES ~
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~ \ ~ • fNTfIIIOR--fiE0lOG1CJ1l SUIIVEV. RESTON, VIHGINUI-1l16 ~ 47 45 ~6S 27f34 +66 fSPOKANE NW) R 42 E R a3 E~68 ~ 25 U 8 M!. TO ~,S 395 ~ ~ 117 ~22'30" Z83~~1 fE~T 25791f1 NW SPOKI1NE fINT~RS~AT£ 90J 7 Ml ~Q J~~+aE.
ROAD CLA5SIFICATION rsa
; ~CALE 1:24 000 o * ~ ~ ~ ~ Mi~ Primary highway, L'+ght•duty road, hac~ ~r J?~ y
, _ - - . hard suriace +mproved surface - - GN N . iJ.: 30M sC:O 6'JOq ,'•r.: FLEi ~v
~ ~ - . - - , Secondary highway,
' ~ ' ' _ ° t'~~Q"~`~p hard surface _ _ Unim roved road. I ~ ~ t9v~•_ P '351 MIlS ~
6 Mas CONTOIlR INTERVA F IntersEate Route U. S. Route "<<~.,•~ L 2Q EET NATIOk~"~? GEO~~TIC VFRTICAL GAT(!!r 0= Ig2g
~ W1ISHINGT41~ `i
DARTFORD, ~NA~;-, ~ Ck+D AND 1986 AIAGNEIIC NOR ~ N
QUADRANGIE lOGT10t~ Sw~a DEEFt PARIi IS' QUf+G~"~ ~~~~+11QN AT CENTER OF $H[[;
1NIS MAP COMPIIES WI~H NATIONAI MAP ACCURACY STANOARDS RCvIS1on5 ShDwn In urple com iled from aerial 4T111-G4•TF-0? ~ P D
FOR Skl~ SY U. S GEOLOGICAL SURYEY. DENVER, COIORADO 80225. 4R RESTON, VIRGINIA 22092 photograph~ taken ] 982 and other sources A FOIDER OESCRIBING 70POGRAPNfC MAPS AND SYM80LS i5 AYAIUSLE ON REQUEST firld 1973 Th~s minrmat~o» nat checked. Map ed~ted 198b PNf1T(1RC~nccn
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SIIBMITTAL CHECKLIST
PROJECT '!S P c12c,::~
REVIEW # 1
REVIEWER : G • a~ic.,14
DATE : - 2°9°-S-ep-t--embeT-9-3
PROJECT : • r ~ ~ Ci2-5
PROJECT SPONSOR : &ev..oNY,Tor0 TEL # 4(d-p °FADO
PROJECT ENGINEER (Road & Drainage Plans) X%m
TEL # 455- CoL-78
PROJECT SURVEYOR ( Plat ) Io~ ~~~~F-~,Mr-j
TE L # F-5a(A GENERAL ITEMS
YES NO N/A
✓ 1. The $100.00 fee for plat review has been paid to
Spokane County for this submittal
✓ 2. An agreement to pay fees has been submitted to
Development Engineering Services
✓ 3. The fee agreement has been signed by the project
, owner or a principal of the developer's firm. If
signed by an agent of the owner, written
authorization from the owner is attached to the
fee agreement
✓ 4. Review fee account is current (no invoices over
30 days outstanding)
✓ 5. I have noted the plans in, plans out dates on the
pink sheet in the file
✓ 6. If the project is a mobile home park, were the
plans reviewed by Planning?
7. 2 copies of the plans were submitted
i
i
; ✓8. 2 copies of the calculations were submitted
9. The plans are on 24" x 36" sheets
. ,
GENERAL ITEMS ( cont' d)
✓ 10. The calculations are bound together
~ 11. The plans and calculations are stamped and signed
by a Professional Engineer
12. The developer has signed and approved the road
and drainage plans
~ 13. Are there any conflicts between the proposed
drainfields and any drainage ditches on the plat
~ 14. Bowstring calculations by developer are in the
file for this review.
15. vertical curve stopping sight distance
calculations by developer are in file for this
' review
~ 16. Horizontal & vertical alignment sight distance
calculations by developer are in file for this
review
17. The engineer/developer has provided•evidence of
coordination with the electric utility servicing
the project
~ 18a. The file contains a Spokane County Section Map
~ 18b. The file contains a Spokane County Assessors's
Map
~ 18c. The f ile contains an aerial photo of the proposed
project area •
. ~ 18d. The file contains a corrected preliminary of the
final plat map
19. The project is located in urban boundary area
~ 20. The project is located in the Aquifer Sensitive
.
Area
~ 21. The project plan name matches the plat name
22. Is the entire project located outside of an
~ identified Flood Plain Area?
i
i /
~ ✓ 23. Is the entire project is located outside of an
i identified Stormwater Management Problem Area?
cklietv3.0/Aug93 2
GENER.AL ITEMS ( cont' d)
~ 24. List any design deviation requests and their
status:
25. Locate the Findings and Order for the proj ect and
list any unusual conditions:
V-o - V ee~a. NL L-oT
MorL-to ►a Eo - Q Q-Nv arrC rzr-~ V ~3 b ~ 4L Lv'f 0o
✓ 23. Backcheck of previous comments completed
24. Al1 previous comments adequately addressed
3
cklistv3.0/Aug93
FIELD REVIEW
1. Field investigation trip made on
2. Report completed and put into file on
3. Are there any existing utilities on the project
site? (Overhead power, fire hydrants, etc.) If
yes, describe.
4. Are the drainage basins on the ground the same as
those that are presented in the drainage report?
5. Are there any drainage channels directed toward
property?
6. Are there any drainage channels directing water
through the property?
7. Do County roads cut off drainage as per drainage
calculations?
S. I.f ._._the.re-. are culverts under county roads, does
the flow go away from or toward the project?
9. What kind of ground cover exists?
10. Describe any existing channel conditions:
11. Describe channel cross section:
12. Existing Curb Type:
4
cklistv3.0/Aug93
ROAD PLANS
1. List any roads that must be designed and
constructed on the project.
ROAD REQ'D WIDTH DESIGN MIN./MAX. STOPPING SIGHT MIN. CURVE
NAME CLASS. PAVED R/W TERRAIN SPEED GRADE DISTANCE HORIZ. VERT.
r
Mo2To►J VaAuj 4~~ 1LO~P 20 b .S •0 120
2.~~. Ca ~ ~Lpq 7A:;, o Bim4 1 910 loo,
✓ 2. Planning conditions require submission of a
landscape plan. (NOTE: Usually associated with
PUD' s )
~ 3. I have checked the landscape plan against the
road and storm drainage design and there are the
following conflicts:
✓ 4. The following road plans have a bearing on the
design of roads for this project and a copy is in
the file:
~ 5. I have sent an "R" value and percolation test
request to the Construction Section with soils
information and a layout of the proj ect . "R"
value test request to Designer
(date).
cklietv3.0/Aug93 5
ROAD PLANS ( cont' d)
~ 6. Is the bench mark shown on the plans?
~ 7. Are stationing equations shown?
~ 8. Is stationing correct (south to north, west to
east, reading left to right on the plan)?
✓ 9. Are existing utilities shown on the plans (or an
information copy of the utility plans submitted) ?
✓ 10. Are proposed utilities shown on the plans (or an
information copy of the utility plans submitted) ?
✓ 11. Does the note "Any conflicting utilities shall be
relocated prior to construction of roads or
drainage facilities." appear on the plans?
12. STREET WIDENING
12a. Are curb design sheets provided for widening of
existing streets?
12b. Does the curb design conform to Spokane County
Standards of section cross slope (Between 2o and
4.5a) ?
12c. Is there a street cross section shown for
widening existing streets?
~ 12d. Does the proposed new width match the width
required in the Findings and Order?
12e. The cross-section shows:
J existing R/W proposed R/W
future setaside
r 12f. 100' (min.) pavement taper into project is shown
~ (1) There is adequate R/W for the taper to extend
from the new paving width to existing pavement.
✓ (2) There is inadequate R/W for the taper to
extend from the new paving width to existing
pavement; taper extends from existing paving to
R/W.
12g. Length of pavement taper out of project meets:
J WS2 = 60 for design speeds s 40 mph
✓ WS for design'speeds > 45 mph
; ✓ ft. min. taper length approved by County
i Traf f ic Engineer
~ 12h. Transition from end of curb to existing paving is
shown (curb should nose down in 1211)
ck1istv3.0/Aug93 6
ROAD PLANS ( cont' d)
✓ 12i. A 411-wide, white painted fogline at 12" from the
edge of paving is indicated (tapers or tangents)
V/ 12j. Are the curb grades above the county minimum of
0.80?
✓ 12k. If curb grades are below 0.80, has a special note
been added which requires a licensed land
surveyor to verify that the curb forms are at the
correct plan grade prior to construction?
13. NEW STREETS
13a. Does the proposed alignment meet Spokane County
Standards?
vertical
e~ slopes
vertical curve length
horizontal
~ curve radius
~ intersection separation
i
~ ✓ 150' on local access
i
~ ✓ 300' on arterials
i
~ 13b. The plans show the typical cross section for
streets
13c. Does the proposed street width match the Findings
and Order?
/ 13d. The cross-section shows:
existing R/W
proposed R/W ' ✓ future setaside
13e. Does the typical section on the plans meet
Spokane County Road Standards?
✓ cross slope is shown
cross slope is within standards
cross slope is correct when checked on profile
/ 13f. Curb type :
shown
/ proper type for the road classification
~ meets Spokane County Road Standards for curbs
~ within the public right-of-way
consistent with the curb type in the general
area
l 13g. Are the curb grades above the county minimum of
0.80?
7
ckliotv3.0/Aug93
ROAD PLANS (cont' d)
✓ 13h. If curb grades are below 0. 8 0, has a special note
been added which requires a licensed land
surveyor to verify that the curb forms are at the
correct plan grade prior to construction?
✓ 14. Has an "R" value test been perf ormed for each
soil group?
14a. The pavement section is adequate for the R-value
and Traffic Index for the road type
✓ 15. Locations where water is intended to flow through
an inlet or curb cut are at the low point in
vertical curve
16. SIGNAGE PLAN
16a. Stop signs are shown for all streets which
intersect an arterial (Check with County Traffic
Engineer if there is a question)
~ ✓ 16b. Street name signs are shown at all intersecting
streets
~ ✓ 16c. Is there a need for barriers at the end of dead
end streets?
~V - 16d. Is there a need for other special signing? (Check
with the County Traffic Engineer)
17. Has the Fire District approved all proposed
private road turnarounds that are substandard
according to our Spokane County Road Standards?
18. CURB RETIIRNS
18a. Are BCR, MCR, and ECR stations/elevations on curb
~ ✓ returns shown
on the plan?
✓ in the profile?
✓18b. Are the curb return elevations correct?
~ 18c. Is there positive drainage from the road
intersection to the MCR?
18d. Curb return radius meets County Standard minimum
of 20' (to back of curb for rolled/wedge curbs,
to face for vertical curb face types)
✓ •
18e. BCR, MCR, and ECR elevations are set to allow
drainage from the centerline to the curbline
cklistv3.0/Aug93 8
ROAD PLANS ( cont' d)
✓ 18f. BCR,MCR, and ECR elevations are set so that the
superelevation between the intersection and the
curbline is banked properly for right-hand turns
into and out of the intersection roads (the road
slopes from the intersection down to the
' flowline)
~ 18f. BCR, MCR, and ECR elevations at intersections
without stop sign control are set so that the
superelevation between the intersection and the
curbline does not exceed: (ref. AASHTO)
100 (flat terrain)
8% (rolling terrain)
60 (mountainous terrain)
19. CIIL-DE-SACS
~ 19a. The cul-de-sac grades (top of curb) meet county
cul-de-sac standards (lo min.)
~ 19b. The cul-de-sac curb is shown in profile
/ 20. INTERSECTIONS
d 20a. Do the intersections meet the 2o grade
requirements?
J 20b. Wheelchair ramps are provided -at intersections
with sidewalks
20c. If there is a change of direction at the
. wheelchair ramps, are the ramps oriented so that:
a 5'x5' pad is provided at the top of the ramp?
the required 51x5' landing zone at the bottom
~ of the ramp is located inside of a line drawn 1'
inside a line extended between the curb faces of
the adjoining street at intersections?
J
any drainage structures are located outside of
the landing zone?
f 20d. The intersection horizontal sight distance
analysis shows that sight triangle encroachment
on private property is 2' or less
~ f 21. Is there a need for slope easements?
~ 22. Is there a need for erosion protection?
9
cklistv3.0/Aug93
ROAD PLANS ( cont' d)
23. DRIVEWAYS
~23a. Can a driveway slope of 80 or less be maintained
between the edge of pavement and the right-of-
way?
/
23b. Can a driveway slope of 12 0 or less be maintained
between the right-of-way and the building setback
line?
10
cklietv3.0/Aug93
DRAINAGE PLANS
1. Has a plat map been submitted which shows lot
dimensions, street widths, etc.?
~ 2. Was a map with contours spot
~ elevations submitted to properly determine
i drainage basins?
3. Were all existing drainage courses shown?
4. Were all the proposed drainage courses shown?
5. Were Hydrologic calculations submitted for each
basin? (Bowstring if area s 10 acres, SCS TR-55
if area > 10 acres )
Offsite (50-yr storm if undeveloped, 10-yr
storm if developed)
Onsite (10-yr storm)
Q for entire area
Q for roads only
INFILTR.ATION POND
Actual pond volume provided
DETENTION POND
~ Release to pipe system:
~ contain 50-yr developed
~ release at 50-yr pre-developed
~ secondary overflow to pipe in control
i structure for 100-yr developed
i emergency overflow weir for 100-yr developed
~ sump prior to outlet to control structure
~ 1' min. freeboard
~ grassed sides/floor for publicly-maintained
~ ponds
~ sprinkler system for publicly-maintained ponds
~ Retained on site, no drywell:
i
~ contain 100-yr developed
i
i emergency overflow for 100-yr developed
i
i
208 SWALES
208 swale floor area, volume requirements
~
208 swale floor area provided
208 swale volume provided
cklistv3.0/Aug93 1 1
DRAINAGE PLANS ( cont' d)
i UNDERGROUND GR.AVEL GALLERIES
i
i
~ 1. .3 void ratio for gravel free space volume is
~ used
i
i
~ 2. Perc rate from field test is used to develop
~ outflow rate
i
i
~ 3. 10-yr event volume is contained entirely
i
~ underground
i
i
i
~ 4. 100-yr event volume is contained by a combination
i
~ of underground storage and above ground storage
~
~ up to 8" depth
i
i
~ 5. 100-yr event volume is contained by a combination
~ of underground storage and above ground storage
i exceeding 8" depth
i
~ 5a. Soil mixture is specif ied for water depth in pond
i
~ exceeding 8"
i
~
i
~ 6. Entire gallery is wrapped in filter fabric
i
CONVEYANCE
Conveyance -
pipes
ditches
gutter flow depth is less than gutter height
Backwater - pipes, ditches
Headwater - culverts
Curb drop/curb inlets
on grade ( f ig 16), sump ( f ig 17)
Grates - sump ( f ig 15), continuous grade ( f ig
16)
Riprap - stone gradation, pad dimensions
~ 7. Soils type is "pre-approved" (Garrison, etc.,)
i
~ for drywells without percolation tests
i
8. Does the drainage report identify the SCS soil
groups for the project area and for the proposed
roads to be built in the project area?
~ 9. The drainage design maintains sheet flow patterns
i
~ in natural watercourses
i
i
i
~ 10. The drainage design maintains existing sheet flow
i
~ patterns without concentrating flows
i
12
ckli3tv3.0/Aug93
DR.AINAGE PLANS ( cont' d)
~ 11. Does the entire plat lie outside of designated
i 100-year Flood Plain Area?
i
i
~ 12. Does the entire plat lie outside of Zone "B" of
i
~ the designated Flood Plain Area?
i
13. Is the max. street ponding in any part of a Zone
"B" less than 1' ?
14. Does the plat contain appropriate language
. limiting the lowermost opening in a structure
located in a Zone "B" to not less than 1' above
the lowest road elevation?
15. The drainage concept is compatible with planning
commission requirements.
16. The difference between present and future flows
is retained on the site.
INLETS
1. The inlets shown are within the stream flow.
2. Inlets are shown on the low side of a road or at
the low point of a vertical curve
3. Curb type inlets are shown at sags and are
properly sized.
Perimeter does not include the side of the
grate against the curb:face (all grate types).
Perimeter is divided by 2 for calculations
where no curb opening (Type 1) is provided.
Area = clear area = 2 for Type 1 grates)
4. There are no long curves with flat grades
which pose a problem.
~ 5. The centerline road stations, offsets, and invert
i
~ elevations for all inlets are shown on:
i
i plans
~ prof ile .
i
6. Grate type is shown on the plan and is
acceptable. (Spokane County Standard inlets in
county ROW, on private property other inlet type
may be specified) (Type 1: D-2; Type 2: D-4)
7. A detail drawing of the grate/curb installation
is shown on the plans and includes the 2"
depression and transitions as per county
standards for grates that are located within
county ROW, or referenced to SCRS std. detail D-8
13
ckliatv3.0/Aug93
DRAINAGE PLANS ( cont' d)
8. A curb cut detail is shown on the plans with the
new county back drop with transitions and a 2"
depression for curb cuts inside county ROW, or
referenced to SCRS std. detail B-15
9. The plans shows acceptable curb cut details and
grate details for installations which lie within
private road easements.
10. If inlets are in a gravel road or a dirt ditch a
6' x 6'A.C. apron is shown around the inlet.
11. Catch basin or special manhole details are shown
or a standard drawing is specified.
12. Critical low points in the drainage system have
been provided with overflow easements.
208 SWALE SYSTEMS
1. Is the swale located outside a future set aside
area? See Findings and Order for where setasides
are required.
2._ The swale_ bottom and sides have sod or grass turf
specified. '
3. Swale side slopes do not exceed a 3:1 side slope.
(A 2:1 side slope is allowed if swale depth is
less than 1211 deep. Should only be allowed where
constrained by obstacles)
4. If depth of water from bottom to drywell rim is
between 6 and 8 inches, soil mixture has been
specified which meets Spokane County Guidelines.
i 5. Drywell is:
~ located within 8 feet of the curb line, or
i
~ a maintenance access route and easement are
i
i provided
6. Drywell stationing is staggered from the inlet by
at least 4'
7. Multiple drywells are located more than 30'
(center-center) apart
14
cklietv3.0/Aug93
DR.AINAGE PLANS ( cont' d)
~ 8. Soil type is appropriate for drywells (perc rate
~
~ a 72"/hr)
i
i if not :
i
~ 8a. overflow from a swale at a low point will be
i
~ directed away from building pads by
i
~ an identified easement over improved ground
i
~ an existing natural drainage channel covered by
i
~ an easement
i
9. Drywell location does not conflict with
underground utilities.
10. Drywell type is specified.
11. Drywell grate type is specif ied (Type 3-std.
detail D-7)
12. Drywell grate elevation is:
below the invert at the curb inlet
between 6" and 8" above the swale floor
elevation
13. Does the note: "Wrap the drywell with a filter
fabric (Amoco 4545 or equivalent)" appear on the
plans?
14. Swale floor elevation is:
specif ied
between 6" and 8" below the drywell grate
elevation
at least 6" below the normal gutter flowline at
the curb inlet for swale without a drywell
at least 8" below the normal gutter flowline at
the curb inlet for swale with a drywell
15. Swale floor
~ dimensions are shown
i
~ minimum area is shown
i
the area matches the required area from the 208
calculation for impervious areas.
16. Easements for the 208:
are shown on the drainage plans
are shown on the subdivision plat
~ are of adequate size to contain at least 6"
i
~ freeboard above the max. water surface elevation
i
~ for the design storm
i
are tied to the lot corners.
17. The side of the swale that is the furthest
distance from the street should have a top of
swale elevation that is higher than the highest
water level of the swale.
15
cklistv3.0/Aug93
DR.AINAGE PLANS ( cont' d)
18. The invert at the curb inlet is at or above the
max. water surface elevation for the design storm
19. Filter fabric
is specified for the gravel envelope around the
drywell
~ is specified between the drywell and the gravel
i
~ envelope
i
installation specification is adequate.
i 20. Irrigation plan for County-maintained 208 swales
i Lot plans submitted on
208 LOT PLANS
1. Lot plans are required; submitted on
2. The 208 lot plans show:
the lot number, block number, subdivision name,
date drawn, scale, and north arrow.
dimensions to lot corners
drainage easements
setback requirements
swale floor elevation
swale floor dimensions
rim elevation if drywells are present
curb cut station, offset, invert and length
any drainage ditches
shows depth from the top of the curb
an attached cross section of the swale or ditch
3. Lot plans have been stamped by a professional
engineer on all pages .
4. Lot plans are of sufficient scale to maximize
the lot size to the 8 1/2" x 11" paper size.
(Drawings may be on plain white paper)
5. 208 lot plans were approved on
CULVERTS AND PIPE SYSTEMS
1. The road culverts are at the low points of stream
flow.
2. The headwater was calculated for culvert
entrances and is under 2 diameters for culverts
under 18" in diameter and 1.5 diameters for
culverts greater than 18".
3. There is a minimum of 12" of cover for all
culverts and storm sewer pipes
16
ck1ieCv3.0/Aug93
DRAINAGE PLANS ( cont' d)
4. The designer has provided a letter from the pipe
manufacturer certifying that the intended pipe is
suitable for cover less than 31 (PVC), 2' (CMP,
RCP), 1' (HIDPE/ADS) or the engineer has provided
trench details for upgraded pipe bedding for
these areas
5. The minimum velocity within the pipe system is
4 feet per second at design flow in a backwater
condition. (Note: The County Engineer may pennit
lower velocities)
6. The backwater calculations show a minimum
freeboard of 0.75 feet for each catch basin or
manhole. 7. The minimum culvert and pipe slope is O.So and
all pipes meet or exceed this standard.
8. All angle points in the storm sewer system have
suitable access such as a manhole for cleaning.
9. At locations where two different pipe sizes enter
the same manhole the 0.8 diameter points of each
pipe are at the same elevation. (Note: Exception
allowed for drop manholes)
10. Is there any downsizing of pipes in a systems of
pipes that are 18" in diameter and smaller.
11. There is a downsizing of pipes in the amount of
3" f or a minimum of 100 f eet in a pipe system
' that contains pipes that over 18" in diameter.
12. Al1 pipes in the pipe system are 12" and larger
as per Spokane County Standards; (10" pipe that
is allowed for connection of inlets to catch
basins or drywells, if the length does not exceed
44 LF and the velocity is at least 4 fps).
13. All storm sewer pipes are located a minimum of 5
feet from a rear or side property line and have
adequate easements for maintenance.
~ 14. Inlets on the same slope are located so that the
i
~ maximum width of spread for the gutter flow does
i
~ not exceed 6' (from curb face for Type "A" or
~
~ "B" , f rom back of curb f or Type "R" )
i 15. The plans and profiles show all culvert pipe
types, stations, offsets, lengths, and inverts
17
Ckliotv3.0/Aug93
- •
DR.P,INAGE PLANS ( cont' d)
16. Pipe materials meet county standards for systems
that lie within county ROW. (Note: The type of
pipe in private systems may be as specified by
the design engineer)
17. The culverts shown are properly stationed from
centerline stationing.
18. Does the drainage system configuration avoid
conflicts with underground utilities?
19. Is there a need for energy dissipation on any of
the culvert outlets shown on the plans?
20. Is there a need for rip rap around the culvert
outlet at any of the culverts as proposed on the
drainage plans.
21. The rip rap that is shown for the drainage plans
is adequate for the culverts where erosion is a
concern and the engineer has submitted
acceptable rip rap design calculations.
22. Pipe anchors are shown for pipe grades greater
than 150.
23. There are no instances where water is trapped
against a fill with no culvert shown.
24. Profiles and cross sections are shown on the
plans for all proposed channels and ditches.
25. Ditches with eroding velocities have a proper
lining for erosion protection.
26. Water will properly flow from an existing or
' proposed ditch on to the pavement as proposed on
the drainage plans.
27. Where the ditch profile passes f rom cut to fill
the flow has been properly disposed of.
18
ckliotv3.0/Aug93
. s
'EallsEbUMIT$
1. Adequate drainage easements are shown for
maintenance of drainage ditches or pipe systems.
2. There are easements proposed or existing for
natural channels which cross the property.
3. An easement was provided where street drainage
was diverted onto private property.
4. The perpetual maintenance of private systems has
properly been provided for.
5. The maintenance of drainage systems within
Spokane County ROW has been properly provided
f or .
6. Appropriate drainage language has been provided
by the reviewing engineer to the surveyor and/or
engineer who is involved with the platting work.
; 7. Pre-existing drainage easements on this parcel
i are not affectedby this plat
i
i
i 8. Overflow easements are provided from swales/ponds
; located in low points
MISCELLANEOIIS
1. QC check of review completed
(date) (init. )
2. Bond quantities for drainage item calculated
(date) (init. )
3. Vertical curve sight distance worksheets done
(date) ( init . )
4. Vertical curve geometry worksheets done
(date) (init.)
5. Drainage volume worksheets done
(date) (init. )
6. Stamped road mylars to Permit Tech.
(Sylvia/Suzanne)
7. Stamped lot plans to Admin. Asst. (Sandy)
cklietv3.0/Aug93 19
~
- E P, I ~ • vCt
_ - - . - - - - - ' ' - - ~ _ - - -
- • : , . _v ~ ^ I~~ ; r-_ - • _ _ _ _ _
. . . _ - - . - - - ~ _ _ . _ - _ ~sr: r: _ _ _ " - ' , _ . . _ . _ . .
• - -ci - •
S P O - K A .N' E -'v -1,4: ,T, _ Y .
_ , . _ . . _
PLANNING DEPARTMEIVT WALLIS D. HUBBARD, DIRECTOR
MEMOR.ANDUM ~~,~EIV~~..D
MAR 3 1 1994
TO: Whom It May Concern pO'KANE COUNTY ENGfNEM
~
FROM: Tim Lawhead, AICP, Planner II
`
SUBJECT: SEPA Determinarion of Nonsignificance for Short Plat SP-925-94
DATE: March 30, 1994
The subject short plat application was circulated for comment on January 6, 1994. Subsequently it
was detemlined that an environmental checklist should have been required pursuant to WAC 197-
11-800 (b) (a).
The environmental checklist and deternunation of non-significance are attached for your review
with a comment deadline of April 14, 1993.
Thank you for your cooperation in this matter.
WEST 1026 BROADWAY AVENUE • SPOKANE, WASxtNGTON 99260-0240 •(509) 456-2205
' SPw925=93I' = A13
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- p~,.~tv~? I~lG JL P A,:; ~ i~~►~.~~ - - _ - - _ _ . : - = - -
SPOKANE ENVIRONMENTAL ORDINANCE
. SECTION 11.10.230 -1-
SPOKAME ENVIROIOSENTAL ORDINANCE "
(MAC 197-11-960) Settion 11.10.230(1)
- . _ • ~ ' _ _ : ~Envi~oniaeptal_Ch'eck-List- ~.x_.~._ ~ `.s,E~:~..r~~.~ z=- _ ~,-s_,:-,~ _ ~•,;s~~::n=_ .
- - - • - ----~..~_t - :-.-...:..--F.1.le•No: -^r- - - -
' Purpose of Checklist:
The State Envirormental Policy Act (SEPA) chapter 43.21C RCw; requtrei-~•all goverrmental agencies to consider the environmental iripacts of'a proposal
before rneking Aecisions. An Environoental lmpact.Statement (EIS-) must be' prepared_for all proposals with probablesi9nif.icant,edverse-impacts on -
the quality of the environment. The purpose of this-checklist'is to provide infortnaiion to he1D yov and the agency identify fmpacts fraa your
proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS 1s required.
lnstructions for Applicants:
This enviromental checklist asks you to describe soae baslc inforrnation abw t your proposal. Governmental aqenties use this checklist to Cetermine
whether the environaental impacts of your propozal are significant, requ1r1n9 preparation of an EIS. Answer the questions briefly, with the most
precise infornation knw n, or give the best descr9ption you can.
You rsust answer each questian accurately and carefully, to tfie best of your knawledge. ln most cases, you should be able to answer the questions
fron your orm observations or project plans without the need to hire experts. If you really do not know the ansv+er, or tf a question dces not apply
to your proposal. write 'do not know' or 'does not apD1y•" ComPlete answers to the questions nar may avoid unnecessary delays later.
Sorae questions ask about governaental regulations, such as zanfng, shoreline, and lanCmark designations. Answer these questfons if you can. If you
have "problems, the goverrnental agencies can assist you.
The checklist questions apply to all perts of your propasal, even if you vlan to do thda over a Qeriod of time or on differenc parceis of land.
Attach any additional informatfon that will describe your proposal or its environnental effects. The agency to which you suGmit this checklist may
ask you to explain your ansrers or provide additlonal tnfonaatlon reasonably related to deternining if there may be significant adverse impact.
Use of checkiist for nonprofect proposals:
Complete this thecklist for nonproject proposals, even though questions may be answered 'does not apply".
iN ADOITIOM, caaplete the SU➢PLEMENTAL SHEET FOR NONPROJECT ACTIONS(Part D).
For nonproject actions, the references in the chetklist to the w rds '9roject,' 'appltcani," anC 'D*operty or site' should be read as 'Droposal."
'proposer,' and 'affected geographic area,' resDectively.
A. BACKGROUMO
l. 'IaAe of proposeE project, if aRPlicable:
2. Name of Applicant: -4 f l-T s~ • ~
3. Address and phone nueDer of applicant or tontect person:
4. Oate checklist prepared:
S. Agency requesting checklist:
6. Proposed tiAing or schedule (including phasing, if applScable): ~ p'e-~ L l S~ T
7, a. Do you have any plans for future adCitions, ezpanslon, or further activity relateG to or comected with this proposal? if yes, explain.
0 •
b. Do you or+n or heve options on land neerby or adjecent to this proposal? If yes, explain.
8. List any environwental inforniation you know about tnat ras been prepared, or vill be preparrd. Eirectly related to this proposal.
itlp.v ~
-Rev.2/1/88 ~
SPOxAIiE BRVIRONlEN'LAL ORDINA2tCE
(uAC 197-11-960) Seccion 11.10.230(1)
8AC7CCAUURD (con[laued)
, 9. Do you Imw vhether.appiicatlons •r pending for.govertusentnl approvala of othec_p;o,gqaele:-.directlq,-~affectit~g;u~the ~Qropurty; _cov,ered_.-yoi~r-.
•c_-• , - - :~..c~..
' propoeal? If_ yee, -e:plaid. ~ - » ~ - - - ' - • - , - ~ - - _ _ _ ' - -
_ ..ry.r' . . - . . - . - ~ :.~.a-__ _ _ .,.f•.s. _'_'h_..~+r= :--._r'..s:.: e?' " . s-y= _ ' ~..-t ~ _ _ ~r= ..r`~-~:~._ t;x
10. L1ec any governmenc approvale or pernica thec vill be nreded for your proposal, if laiovn.
~ r
11. Give e brief, camplece descciption of your propoeal, lrcluding the proposed uses sod the size ot the project and alte. "here are eeveral
yuee[lons later in thie checkliet tluc nek you to describe cer[ain aapects o[ your proposal. You do not eeed to repea[ those anevers on Chis
page. ,
~Z . ~ s Su ~ ~Yr a ~ ~ ~t, • 5
lsoi~s /Yo rn t_: S
12. loca[lon of the propoeal. Cive sufficienc lnfottaatlon for a person to understand the preclse location of your proposed project, lncludtnE a
ecreet addreee, if any, and sectioo, covtv hip and range, if knovn. If • propoaal vould occur over e range of area, provtde che range or
boundarlee of the site(*). ProvlAe a legal deecrlpcion, site plan, vicinlty nap, and topographic mep, tf reesonably avnllable. :7hile you
ehould aubmlt any plaas required b7 the agency, you are not required co duplicace sap• or detalled p L ns sutaitted vith eny perolt applicaEion
related Co this checklist.
7" Z. 'f3 E .
St~ ~1z"s--93 '
i 1! iG~D~77 ~ eb c~Gl.v/At-r
l :5 • ~ . C~ ~2.v ~ 12
G!J / 7 R- 6-0 E L C ~-D ~ S S
C(rl /fG/ U/"/ G( L~?dv~ ~ /l'YI':rf^/ tJ /l zGlll /r
cl
13. Dces the propoeed acclon lie within che Aqu1[er Sensi[ive Are,a (/5A)? ?he General Sever Service Area' -he Prlorlcy SeMer Service Area? "he
Clty of Spokane? (See: Spolcaue Councy's ASA Overlay Zone Atles for boundaries). ~
L_/
TO BE COTtPLS"LD BY APPLIGANi
B. @tVIROR`tER"_Ai. EI.@Ce`tT5
Evalus[lon for
Agency Usc Only
1. EAP.-1t
a. Ceneral deacriptlon of the slcc (circle one~let olling, hilly, stx p elopes, soun uinws,
o t he r:
d
b. 'Riet le the steepes[ slope on the eltc (appro:laace percen[ •lope)'.
c. Whst general types of solle ere fovnd on the slte (for eunple, clay, saod, gravel, peat, ouck)°
If you kaov the claselflcatloe of agricultucal soi L,specify then and note any prioe face L nd.
d d5- Mzf/ 4~-.-
d. Are chere surface indicacioea or hiecory of unscable soile in the imediate viciaitq? If so,
describe.
. .
- 2
• ~ • „ .
SVOKANE ENYIRdiI?1ENTAl QRDINANCE ~
(IIAC 197-11-960) Section 11.10.230(1)
• -
' B. ENYIROINENTAL ELEMEHTS(continued) ' •
EvaluaNon For - -
• . _ _ . - - - _ ' _ _ _ ==+4gency:~ilse,-;8n1.X-. - - =•--i,~ -
e. Oescribe-the purpose; type, and approzimate-quant_i__ties•_of,_aDy_fiJJA'nggr.adSng-.proposed:- T-__~ 4-,"r~;~-.~:=.z~.-=Y,-_~ `t~a-,.~:~,_~:;;,;:42 -J____ • s~
Indicate source of fiii.
~m ~S l{J~s ~ - - - - - • _ : - - " " - - . = - . - . - _ _ -
oa=e
f. 'Could erosion o a ur as a result of clearing, construction, or use? If so, generally Aescrlbe.
g. About what percent of the site will be covered with impervious surfaces after project construc-
tion (for ezample, asphalt or buildings)?
7 ~
.
h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any:
Yi4--2 D S -7-Z F.._.
2. AIR
a. Vhat type of emissions to the air ww ld result f rcm the proposal (i.e.. dust, aucanobile, odors
industrial, wood srnoke) during construttlon anG vhen the project is toapleted? If eny,
generally Gestribe and give approximate quantites if known.
(Du
b. Are there any off-site sources of emisstons or odor that may affect your proposal? if so,
generaliy desCriDe.
c. Proposed measures to reCuce or controi emissions or other impacts to air, 1f any:
N U
J*i•r/~ s i • L~~~ ; ~ ,
3. uATER ~J
a. Surface:
(l) is there any surface water body on or in tAe laareGiate vlcinity of the site including year- ~
round and seasonal streams, saltwater, lakes. ponds, wetlands)? lf yes, describe type and ~
qrovide names. If appropriate, state what strea■ or river it flows into. op L~ s
~
~
(2) Will the pro3ect require any work over, in. or adfacent to (witfiin 200 feet) the described
waters? If yes, please describe and attach available plans.
3
' • - _ .
, SPOTJ►!a ERQIRONMtT.AL OBDIHA27C8
('aAC 197-11-960) Seccion 11.10.230(1) - . , - _
D. ENVIRONM17TAL ELEKEPi:'S (coetiaued) _ . - - " - -
• Evnluation For - -
[~.Y:~i~-...~7i~r~,.i~~'• -a=•'Sca-:^
,o.=- ' ' - ^ - - ~...r ,;.,~_z'=-' .
aaterial=~tl~tC~vo,yld,:DesPlaced: in`-oz;=removed_f_rom: c~ -J,r_
.(.J)_`:EsLlmate the_auount, 0f_(111 aed_dicdge, he
" • aurface vacer or vetlands end indicece the arei_ ofthe •i[e_Llut'~~wld be affected. Indicate - _ - '
- che-source of fill osterlel. - - a - - . . , _ - • ' _ =ti - - _ _ . '
_a-
~miti
(4) Vill the proposal reQulre •urfacs water vlthdrevals oT diverslons? Glve s general descrlp-
tion, purpose, and approxlnete Quantitles, if knovn.
(5) Dxs the propoeal lie vLthln a 100-year flood pl.aln? If •o, note loucion oe the si[e plaa.
Id
(5) Doee the propomel involve eny discharges of vaste oAcerial• to •urface vaters? If so,
deecribe the cype of veste and anciclpaced voluoe of discherge.
D. Ground:
(1) w111 groundvacer De vfchdravn, or vill wcer Ce disclurged to groundvater' Gtve general
deecription, purpose, end approxliaa[e q wncl[les, if knovn.
/v
OcacriDe vaste macerlal that v111 be Qiachacged loto the ground tros •eptle tanks or othec
•aniu ry waste trw tseac tacllity. De"rlbe the general •lze of [he syste.s, the aumber of
housee co be eerved (If epplicable) or the number of peroons che syscea(e) are e:pected to
aerve.
i c ^1 A--dV
Describe any sysceos, ocher chan chose deslgned tor the dispoeal ot sanitary vu ce,
inecalled for the purpose of discharging fluid• belov the grouod surfu e(laclude• systms such
as thoee for the dieposal of etorn water or dralnage Eras Lloor drainr). Deecrlbe the [ype of
eyetem, the eoouat of oate[1a1 co De dlspased ot throvgh cM system and the q pe• ot aaterlale
likely to be dlsposed of (including materials vhich sap enter the sysca inadvercently through
epills or es a result of fireClghting •ctlvities).
/l~ r-
v, ~ ~
(4) W111 any chmicals (especially organlc solvents or pettoleus fw 1s) be •torad 1n aDove-
ground ot underground storage caaks? If so, vhat types and quaocitie• of aateriali vill be
scored?
~ Y Y
4
' . ► • _ -
, gpOxAtiE E'7VIRONKLti2AI. OBAINANCE i (VAC 197-11-960) Seccion 11.10.230(1)
B. ERPLRON?fE11'fAL EI.EMEt7T5 (continued)
Evelua[Soo Yor ' .
" - ' , : - - _ - - - - - _ _ ~ - - . - ASe~~S=.Dse, Onl~~._ v -
, . ; .K , : - ~ - _ - _ . . . :
(5) 17hat proteetfve oeaeuree vlll De teken to insure that luke` or aptlls'of. iny_clxciicald~ - ' ~ : -l'_"~' •
- - - - - - -
scored or uaed on ai~.e vill noc be ellovcd to percolate to"grwn~ter -(t~Se-inclCidee "eeeeures`° -
Co keep chemicale wt of diepoeel ayetevs descrlDed in _3b(2_) and 3b(3)?
C. uacer Runoff (lncluding scoro vater):
(1) Deecribe che eouree of runoff (loclading scorm vater) and oetbd of collection and dispowl
if any (ioclude Quantitieo, 1f knovn). Where vill thls water Elov? 4I111 thl• mater flov into
ocher vatere2 If eo, desczlbe.
~u~ ~ -.p-
.
(2) :7111 anq chealcals be stored. handled or usad oo the site Ln a loucion vhere a •pill or 2- og
leek vill dcein to eurface or groundvater o[ to ♦stota w cer dleposal systm di ulurgiog to
surface or grouTUlvater?
r O '~.G-
~v
✓'aEo ~ rq C ~ ~/_liL~✓f
(J) Could vaete materlala encer ground or surface ycers? •o, generally describe. ~yy r r /-:7,0~raL-- 11117 3/z
y
d. Propoeed measurea co reduce or control •urface, ground, aad runofE water impscts, tf any (Sf
[ the proposed action lles vlthin [he Aquitar Sensltlve Arna De especially clnar on •zplaaatlow
r relacing Co facllitle• concerniag Sectloa• 3b(4), 3D(5), sod 3c(2) ot this checklie[):
c L p
4. PLA`7T5
a. r:heck or circle type oE vegecatlon found on che site:
declduouo tree: alder, maple, aspen, ocher.
~ evergrecn tree: flr, cedar(pine)other.
rhrvbs.
R grase. •
psecure.
crop or greln.
vec soll plants, cactail, bu[tercup, bullrush, sIcuak cabbage, otlur.
water plancs: water lllly, eelgrasa, nllfoll, other.
other cypes of vegetation.
b. Whet klnd and anoun[ of vegetation vill be raoved or •ltered?
c. Liac threi[ened or eadangered specie• knova to be on or near the •ite.
d. Propooed landecaping, we of ostive p Lnts, or other muuzes to preserve or enhsace vegetatlon
on the t1te, lf any: .
5
SPOKIIKE ENVIRONKEKTAL ORDlNANCE ,
(wAC 197-11-960) Section 11.10.230(1) . -
B. ENYIRONMENTAL ELEMEKTS (conNnued) • • _ : - " _ - _ Evaluation For _ . _ . - •
_ - - - - • - • _ - _ _ - --~:;.Y_~~-~_ - - r, . _ _ . l, ~ _ : _-=._.:.~•?-.,r T--A~~t?4.~s~~.~.~~y.:~~:.~::
~ ~ANIMALS ' . _ . _ , ri , .•....._:_._.a:_. ~ : - _ :..r ' - - _ - ~-s°.'4 ~
a. 'Circle any biTds and +`airtia`1sJw~iich~ave C en' oose ved=o o~`-near~flie=sT~e ur"are~kno~rit'o tie`-on~'~ T.~ '~Y~ f+"-`^~-~``m~~ ~-"r'y~--~-~~~"`•"~'"`"•'"'"~'°'~~ 7
or near the site: ' _ - -
_ Oirds: hawk, heron. eagle, songbirds, other:
mamnals: deer, bear, elk, beaver. other:
fish: bass, salmon. traut, herrin9, sheilfish, other:
other:
b. list any threatened or endangered species kna+n to be on or near the s1te.
n~/~
~
/c~
c. Is the site part of a migration route? If so, enplain.
~ O•%1 f~ ~
d. Proposed neasures to preserve or pnhence wildlife, if any:
~
~A-,
5. ENERGY ANO YATURAL RESOURCES
a. ahat kinds of energy (eiectric, nacural gas, wood stove, solar) will be used to meet the
the comoleted project's energy needs' Describe whether 1t wi11 be used ior beeting, manufac-
turing, etc.
h. uou1C your project affect the potential use of solar energy by aQjacent properties? If so,
9enerally describe.
C. u:,at kinds of energy conservation features are included in the plans of this proposal? Ltst
otner proposed rneasures to reduce or control energy irtp atts, if any:
7. ENYERONriENTAL HEALTN
a. Are there any envfrornmental health hazards, including ezposure to toxlc chemtcais, risk ot flre
and explosion, spill, or hazardous waste, that could occur as a result of this proposal? if so,
describe.
O v v
(1) Describe special energency servlces that might be required.
6
, ` ~ . .
SPO1CAf(! EFVIgON)MriAL OBDiNANCE - -
(uAC 191-11-960) Section 11.10.230(1)
B. E!PV2RONF[ERfAL ELEMEN'f5 (eontinued) - . _ ' - - -
Evalwcion,For_
-i...:.-~ericy Us2"Only
~ EtNIRONMttfAL'AEAL'8 (contiaued).., ' ~r~, x-'- - _ t=u.»s..~'• - ~ _ ,---•~v-1:r_~-..__.__y.--c`_~..--
(Z) Ptoposed measures [o reduce or control envlronmental health hasards, if nny:
b. Noise:
(1) Wt►ac tqpe• of noise exisc lo the area vhich nsy aftect rour project (for esanple: treffic,
equipoenc, operatlon, ocher?
Vtuc types and levels of noise vould be created try or aasoc L ted vith the projecc oa e
short-cecv or a long-cero baei• (for e uaple: trafEic, conscructlon. operatlon, other)? Indicate
vhst houra nolae vould cooe froo the •ite.
'All S 0 ac.>
(3) Proposed meeeure [o reduce or control nolse tnpac[s, i[ •ny: A,&N ~
8. LA:TD AND SHOP.ELI!1E US£
a. G'hat 1s the w rren[ uee of the sl[e and edJacent propectles' ~
b. Ilee the aice Deen used for egrlculture'. IE no, describe.
c. DeecrlDe eny ocructures on the sice. ~ 1~ `
d. uill eny e[ruccures be deoolished? If •o, vhlch?
~f LG'"7
e. Vhat Se the current zoning classiflu tioa of the sice, . ~f. tlhac is the current eeoprehensive pLn desigeucioo ot the sice?
g. it epplicable, vhac is the curtent shoreliee aaater prograa desigaa[Soo of he site?
~
h. Hae any part of the sice been clasaified a• aa 'eavirou:menCally ae"itive' area? If so, .
opeclfy.
v I. Approzinacelq hov maay people vould reside or vork !a the coapleced projeet?
_ 7
. ~ . ~ .
SPOICAFL L2tVIY0l~ttf~I. ORDINAPCE
(uAC 197-11-960) Section 11.10.230(1) - - - -
B. EAVIRONlILRTJl. ELEMCNTS (continued)
- - - - " yvaluation For - -
_ - _ - - . - . ' _ - --"--,.o . - »~-,~-1►Baacy~Uoe_.~JaIY-="-.._u=_r- - ~ _ -
_ r_ - - ~ • ~ --.~s - ~ - ~..a. - : ~ s.-:_-~r.
. J. Approxime[elq hov`many people vould the-conpleted project dtapLee7 ~ - +7170~~/~/~~ ~ • . - _
k. Propoeed measure• to evoid or reduce d1spLcenent impaecs, if any: ~
_ , - ~ - - . T-----
2. Proposed meeeures co ensure the proposal 1• cowpatible vich esis[Saa •nd projected lend wes and ~ s
plana, if eny: /
~.~Q~'4 /~OT G✓~i f l:v~ ~
i A
.
9. HOUSING
' A. Apyroximacely hw eany unic• vould be provlded. lf any7 Iadicace vhatl+4r hlgh-, alddle-, or
lowincooc houiing.
Aw/~~ ~
~~C
D. Approxioately hov sany uni[s, 1[ any, vould be ellalnacedt Iodiu[e vMther hlgh-, aiddle-, or
lov-income houeing.
C. PropoeeA oeasures to reduce or concrol hovsing inpacts, 2f •ny:
i~o
10. AESTIIEfICS
a. Vhet le che ullest heighc oE •ny proposed •crueture(@), eoc includlng •aceemas? VTuc 1• the
princ4pnl excerlor Dullding oaterial(e) proposed' ~i
ao
t °v-
c/L
b. Wfiat vievs Ln che Smaediate vicinity vouid De alcered or obatrtuted?
c. PTOpoeed aeaeures [o reduee or con[rol aeschscic lapacta, Sf •ny:
r
~ .
11. LICNT A.YD GLAAE ~ ~-u•L~'/Or
a. :7hst cype ot light or gLre vill the pro➢osaroduce? :Jhat [lse of day vould i[ aalnly occur.
X r
b. Could light or gLre froa the finished projecE be • safet7 hasard or interfere vith ♦levst y
/vo
~
c. Whac ezls[ing off-slte sources of light o g Lre say affect your proposald
~
d. Proposed oeasure• to reduce control llaht aod gLre lapu , 1f an7r:
_ ~ .
8
~ ' ~ ' • SPOTARE EFPLRONiCENTAI. ORDlHANCP
(tiAC 197-11-960) Section 11.10.230(1)
E. EPVIRONMZ]ffAL P.I.EMENiS (continoed)
- - ' Evaluatlort Fot . _
~ - • Agency Uee Only "
12. itECREATI09 ---=-t-
a` WhaC detigaated and inforval teerea[looal opportualties, are>ln_the _1.amedlaCe viclnicy? - - ' _ =ir`. , _ _ _
-
~ Q 06
b. Vould the proposed project disp Lce any nziatiog recreaclonal w es? If so, deserlbe.
24:7
A
/o S
c. Proposed a"sures to reduce or eontral inpacce on recrencion, ineluding recreational oppor[ua1-
cies co be provided by the project or eppli u ec, Lf any: ~
. ,
fl0 o- ~OT v
17. RIS"ORIC AND CULTURAL PRES6RVATION
a. Are [here anr places or objecc• listed on or proposed for oational, scate or local preeerve-
tion reglsters knovr► co be on oc ne:t to the sice? If •o, genera117 describe.
7,/r)
/✓L/
D. Generally descrlbe aaq landoarke or evidencq of hlscorlc arehaeologleal, sc lenci(ic or eultural
imporcance Imavn co be on or nezc to the site.
/VO / V CiL
c. Proposed onasure• to reduce or control lopacts, if •n7r:
Ptys",-, 'vC;;- AQ P L 'V E~
14. TJ'J11t5POR'AYIOtf ~ ~ GU A. Identify puEllc screecs and highvays serving the •i[e and describe proposed acceas to the o
exiscing •treet syscm. Shoron •lte pLsu, lf •oy.
c- NJ UN
w SL. L-
~ ~
MR) S1JA-c,A__
r
o~ ~ic~ti
o~' `
"
b. Is eice currently served py publlc Cransitt If not, vha[ 1s the appro:laace dimcance to the r~u~ ~(n /~-~O.~ S~
eearest [ranslt sCOp'. . /T~~!/ i
A"11A7 • ~ ~ i L ~ JLar3 W t"f ~ " ' "l IL_~ n~
c. !lo oanY Wrk1aB •Paces vould the comPleted ProSect luvei tiov n9 vould the Dro}ect eliadwce' ~
p~TIC, `T PUA&IC,
$A~~ s
l~ .
d. Gill the proposal raquire •o7 oav road• or •treet•, or i
spTmamnu co •:isting roods or streets
Aot including drivew7st I! •o, genaca117 describe (indiuce vtscher public or private).
v A-M
Y
0/ 6 v / G' -_11
e. Will the project use (or occur 1n the iosediate viclnity of) water, rail, or air transportation' _s'~t/1:~7
If w, generslly dascriDe.
/ V V L%l/`~ ~ ' / (.~•6 ~(r~c,~.
~
9 el
v
~
l
sroKANz exvisoerMrret. osuzxexcc
(WAC 197-11-960) Seccioo 11.10.270(1) -
B. eftVIROMMElLAL ELETEri'S (continwd) , • - • • - _ . - _
- - ' - - - " . - - - " - _ EonluaCloa-For,
_
- - _ - _ : - _ _ - - " - _ " Agency Use,-Only~
- - . _ _ - - - - - - ' - - __..-a=- _ -
f. Hov many vehicular trips per day vould be generated bq the coepleted project' If knom, ~`AJ "7 1,45 •
Lndicate vhen peak vould oceur.
• ~ ` / ~'/~S ' - ~'.~d ,,4.. 5: 3 O ~ ~~~y 1%'~~ pt
_
g. Proposed oeasures to Teduce or control transportation lepects, if •n7:
~
15. PUBLIC SERVICES
a. !Jould the project result in an lnernased aeed for public ser►ice• (for eusple, fire protec[loo,
poliee procection, healch care, schools, other)7 If so, generally d4acfibe.
/U (Z:)
b. Proposed measures co reduce or control direct inpae[• on publ3c •erv 1.` eny:
~
16. L:II.I-IES
a. Circle ut111ties currencly avai L Dle at the s1[e: electTlclty, natural gas, water, retus•
eervice, telephooe, saoi[ary •ever, septlc ~y ien, otM r.
~t1v/v F,
b. Deecribe the ucilities chac are proposed for the proJect, the utlllty providina the service and
the oeneral cocutruction aetivlties on the sI[e or ln the lamediate viclnity vhich alghc be
needed. •
H-U.fi
~~~C-T ! -
C. SIGThAiURP
i, the undereigned, evear under cltie penal[y of perJury tha[ the aDowe tespoose• are aade truchfully aad to the best ol ny lco wledge. 1 elso
underecend cher, ehould chere be aoy villtul ola represeataciop or villful Lek of full discloaure on oy part., the aRencY maY vithdrav any
determirucion of nonsigniflcaoce chat ic iaight lssue !a rellance upon this c M cklist.
Dece: 3 Proponent ~ ~ ~ 1 AI~6
(Plauc PTi c r Typc)
ProponY~ Addceas: i~~~~~
/ (S n~cure)
Phone : ~ ~ gOD =~C Q f /~`,~O ~ • ~ %Z ~ ~
~ 1rL~L~~L` L ►l~r ~ i--Q
Person completing foro: Dace:
Phone : 'j" ~ <9 ~V V
POR STAYP OSE ONLY
Sceff ember(s) revieving checlclist:
. ~
Bued on t►ie scaff ceviev of the envlronaental ehecklist and ocMr pnrtlnent infotnatlon. the staff:
A. ~ Coacludee that thete are ao probabls signifiunt adverse laputs and rncammend• a determineclon of nonsignifieance.
i
B. Concludes tAac probable significant adverse eovironnental iopacts do ezls[ for the curtenc proposal and recounends n altigated deter-
ainatlon of aonsigniflcance vith conditiocu. ,
C. Concludee chat there are probable •ignlfluot adverse eovironaental isput• and reeaaends a determina[ion of slgnifiunce.
TILIlwG YU - =75.00
^ 10
DETERMINATIO-N OF - . '
NONSIGNIFICANCE - "DNS"
WAC.197_-.11-970_an,d.Section_11.10.230(3)
SPOKANE_EL~VTRO~IMENTAI,_ORI5INANCEu w 7
FILE NUMBER: SP-925793
DESCRIPTION OF PROPOSAL: The subdivision of approximately 2.34 acres into 4 lots for single family residences and those other uses allowed in the underlying zone. •
APPLTCANT: Jay Arrington, 5924 N. A Street, Spokane Wa 99205
LOCATION OF PROPOSAL: Generally located south of and adjacent to Nora Avenue
and approximately 1/2 mile east of Fines Road., in the SW 1/4 of Secdon 10, Township 25
North, Range 44 E.W.M., Spokane County, Washington. ,
LEAD ACENCY: SPOKANE COUNTY PLANNING DEPARTMENT ,
DETERMINATION: 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 = required under RCW 43.21C.030(2)(c). This decision was made
after review of a completed environmental checkl.ist and other information on file with the
lead agency. This information is available to the public on request.
This DNS is issued under WAC 197-11-340(2); the lead agency will not act on this
proposal for at least 15 days from the date issued (below). Comments regarding this
DNS must be submitted no later than April 14, 1993, if they are intended to
alter the DNS.
RESPONSIBLE OFI'ICIAL: WALLIS D. HUBBARD, FLANNING DIRECTOR
By: Tim Lawhead, Planner 2
Phone: (509) 456-2205
Address: Spokane County Planning Department
1026 West Broadway Avenue
Spokane, WA 99260
DATE ISSUED: MARCH 30. 1994 SIGNATURE:
##-########t#
APPEAL OT' TH IS DE'I'ERMINATXON, after it becomes final, may be made ro the
SPOKAlIE COUNTY PLANNINIG DEPARTNLLNT, 1026 Wesc Broadway, Spokane,
WA 99260. The appeal deadline is the same as the above project's appeal deadline, being
ten (10) calendar days after the signing of the decision to approve or disapprove the project.
This appeal must bc written and the appellant should be preparetl to ma1:c spccific facttial
objecdons. Contact the Planning Depa.rt.tnent to assist you with che specifics for a SEPA
appeal.
This DNS was mailed ro: .
1. WA State Departmenl of Ecology (Olympia)
2. WA State Deparnnent of Health
3. Spokane County Health T}isa-ic[
4. Spokane County Engineer's Office
5. Mead Schoo117istrict
6. Fire Disa-ict # 9
7. Wacer District # 3
8. Spokane County Air Polludon Control Authority
9. Boundary Review Board .
10. Spokane County Division of Urilides
11. Spokane County Division of Buildings
. ~ . T -
• e
~~~~~''iJE CLJUNTY .L LANNING Y ~ - -
_ , _ _w"_ - - a_~~+t= - . _ _ " ' . _ ~i__--'._n - - ?_-J~[j- _
-PREJJI1 f.4A~,A~~ -"-R(Yr~ ~~~T -WPPrI'
CA
' , ' - - - - ' - ~ ---=P~RT I ' - - _ - _ _ _ ~ - - - - - - •
A. .GENERA,L, TWORM,ATION:
, rrAME OP APPLrcANr~~PREsEN-r~ATlvL: -~7~
. MArx..LNGADnREss- A
C1TY: In- ei-It I C-- STA`I"E; zdP_
PHONE: (wo&) A9,9,00 (ho~,~c} ~ `L~~ ~.'1~
, IF r~~PUCANT rs NOT C~~~~ER, rN[;z.tlDE WRrTrE-N OWNE:IZ AUTHraRrrrkTioN
FOR APPLICAikT `]'Q SL•I2V17 , AS It]"E'I'l;SI;i*!'!',A"I'IVl:. LEGAL DWER'S Nr1t'vtE: PHU\E•
~
. irlAILItiTG ADD~"'~E.SS,
r"
PRfJJECT/PRCll'0S,ki. $ITF, AREA (~cre5 0r 5q, fG) `3 4
ASSF-SSOR PARCUn5 QF PRdJECTIPROPOSAL 3 6 C) s- Y. Lo
ADlACE'T ARE-A flWINIED C}R C[7N`T`RQI-LED (acECS qr sq fi.) /+-f /I ~
ASSP-SSOR PA.R~E L ;'S OF AI}lAC F-1`dT AR E A 0'OrWE p C}R CQN TROLLE D .
STREET ADDR.E55 0F FROIk05AL - : .
LxIs71NG ZoNE cLAssIFICA71o-N(s)(DA-rtESI-ABLIsE«D) 3,-T-
. EXrSTILNG usE oF PRoPERTY
CC3MPREHENSf~E PLf+.N CATF-GOR,Y i..#~.n
, SCHQQL D fSI-RICT ~"'r.~.~
rrRE DIsTRTc1- ~~~q _ WnTER
PROPQ5ED CISE OF PRQP1~P, TY;
Sing3c famsJy dwultings Duplc(cs ~ J ]~LL~LlI~ilfT7l~p~ dwc1li:lgs { )
Nfanufa[t3zrr:d hanncs incitastn.lf 4 1 Mixcd Lisc ( )
~[~7er ( ) - I]c:.scr~}~.: ~
LISTPR~.V1QlJS P.LANNI-IN'G QE Pr'.R TNiENT ACTTON S INVOLVi;hC TH iS PROFF-RTY~
-5f- s `~2~:-3
B . laFGAJr TNFORIMA'rTON;
LOCATION QF PROPOS.`L(,~~V
/ -
SF-CTIQN ~ TC]~~S H a:' l:A`;CrE
NA,ME, OF DUBLIC RO.4D(5) PRflVIT.?LNG A::,CE$S'
WJ J.7TH OF1'RIC}PEItT5` M 0N'1'iN G 0N PLIFSLIC Et0 A D~
X?OE.S THE PfZ OPOSAL. I-3A VE- ACC E a°S ':O rk M ARTGI2IA9.., (]R 3'L- r1N 1~ED A!2T7.-RZI;I. YE=S (~c
i•FAME(5) OF ARTCR iAL RDA DS 111!16` - - - '
. _ - - - +
• ' _ ~ ~ 3-L
:r.--
• , • , ' . .
PE2.ELLYU:N,ARY S1IC :.AT APPLIC.ATION 'age 2 of 4
LEGAL DESCRIPTION OF PROPERTY (nuach lcgal descripuon stamped by_Land Survcyor). WCLUDE
• LEGAL DESCRTPTION FOR ENTIRE AREA TO B5 SUI3DIVIDED ON PP-ELItv11NA12Y SHORT PLAT.
LF YOU DO NOT HOLD TITLE TO PROPERTY,IYHAT IS YOUR 1NTEREST IN1T1
A.)
C. PRE,T1YtTN1ARY SHnRT PI,AT GENERAL INTnRMATTo\': '
Nv~BER oF LoTs: GRoss Ar.rA: ~ L/ a<,.~ .
TYPICAL LOT SIZE: -27, DoD PROPOSEn NF'l' lll'NSI"fY''': ~ w►+~~ /ZLL2'~u. _
SMALLEST LOT SIZE: 07 ~ MINIMUM FROV'I'AGE:
PROPOSED SOURCE OF WAT'ER: • • _
Ind.ividual weUs O Public systcm (✓f Pnvale Community System O
OLher ( ) - Dcscnbe: •
" PROPOSED MEhNIS Olc SEWAGE DISPOSAL:
Public scwcr Community systcm SCp[ic Lui: and drainficid (.-y
Double Plumbing Dry Scwcr O Ot}icr O
Dcscribc:
UTILITY COviPAi,lTES AND/OR DiSTRICfS "•-)PROVIDE SERVICE `I'O "fl-(iS PROPOSAL:
- ~lectric,ty: 1AA✓F sewer: N
Gas: n)WateEiW-A..-.r (~i '~-~M 3phone: a, S!n/~
/
DO YOU, OR THE OWNT-R IN TH'F- EVENT YUU DO NOT OWN 7HIS PROPERTY, HAVE ANY
°LA.NS FOR FUTURE ADDITIONS, EXPAN-S(ONS OR F THER ACTIV f'iti' RELATED TO'fHlS
PROPOSAI.? Ycs No ) li= 1`ES, GXf'LAIN: .
D. nitr,l,M7rNIAuY ST-1n7:T Pi,n,r riMl'12{)VFl/i1;N,r iNrori!N-I:\Tro1N:
LE«L OF STf2.EET I'MF'I{OVEtvfE\TS PRUPOSED• Privatc roads
Public roads Artcrial roads Tract X road's
DESCRIBE AiNfY C0MBINAT'ION OF AB0VE•
ESTIhiA'Ir;p `1"I2vfE PERIOD EXPEgTED F0R COMPLETE DEVELOPMEN'`!" QF THE SUBDIVISION:
L1)
~
IS PHASLNG dF THE FINALI7ATION OF TliE SFIORZ' PL,AT PROPOSED'? Ycs ( 1 No
[F= 1'ES. SHO1V PHnSiiNG OiN THE }'RE[.IM1NARY SHOR7' PLATjMAP.
IS DEDICATION OF LAiND FOR PUBLfC USF CONTEvtPLA1"ED (Par4:ti, schaols, etc.)? Yes O No
IF YES, DESCFZI3E•
* NET DENSI'TY IS UN1TS OR LOTS PER ACRE iMINUS PRIVAI`E ANn/OR PUBLIC ROAD AREA.
. !R! • f~ - .
. . , t .
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PRELIMLNARY Sri0'_ '.AT APpLICATION , ►ge a oF 4
' -
;PART ZX
THIS SECTION OF THE APPLICATION WII.L PROVIDE T:-E PLA.NN'ING DEPARTMENT STAFF WITH .
WRI7TEN VERrFICATION THAT TF-IE APPLICANT HAS HAD 1'RELIMINARY CONStJLTP,TION WITH TH~E
AGENCIES TDEN7TT.ED. RESULTS OF THE PRELIMTNARY CONSULTATION SHALL*BE INCORPORATED
' IN THE PROFOSAL BEFOU FINAL SUBMITTAL TO TH,E PLANNINC DEPARTZME\'C.
FIRE MARSHALL/FIRE, DISTRIC I'
, A. THIS PROPOSAL IS 1V1'THIN FIRE PROTECTION DISTRICT NO. B. ADEQUATE ARRANGEMENTS (HAVE) (HAVE NQT) BEEN MADE T'0 MEET OUR NEEDS .
IIN PROVIDING FOR A~A~I ADEQUATE WA'iF-R SYSTEM ANID FACILiT1,ES FOR FIRE
'n PROTECTION PURPOSES. RECOMMENDED FIRE FL.OW: OR UNABLT TO CALCULA`fE NOlV
BECAUSE US£ IS NOT DEF[NITI i AND \VfLL I3E DETERMINED A1' BU[LDING PERM[T
. APPLICATION TIME.
b. REQUIREME~(TS INCLUDE: ! a~ ~~•r~a i°JJ ~~'~,r ~
/0 ~
~ ~ .
FIRE DIS7'RtCT SIGNATURE/TITL f1TE
WATI;R PURVI;YOR
A. SATISFACTORY ARRANGEMENTS FOR DOMESTIC WATER AND FIRE FL0W
~ REQUIREME\iTS (livh~ (HAVIi NOT) BEEN MADE.
B. REQUIR.EM-E?:Ts/coMMtN-rs: FIIRE ttYpRANr IS P,EQUIF-Et~ AS PEP,
FJI,E D►ST~~r-T#9 , AL.50 ERYIGL FE-~:S AND GONNECT/OIV
Fe~saa~ oeT 86
. WATER DI#5~~~~ ~3 lGNATURE/1"1TLE DATE _
COUN'1'Y I;NGINEER
A PRELIMhNARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIKEN4EiNT'S FOR ROADS
AND DRALNAGE HAVE REEN DISCUSSED WtTH HE APP ICANT.
~ A. COMiv1EN?S: •
~ g I~f-~93
/ SI NATURbrT1 E DATE
COUN'1'Y UTTLITZES
A PREi.Ii•tdNARY DISCUSSIOti NAS TAKEN PL:\.: AND GrNERAL REQUIREMCNT$ FOR
SUBtvtt"i'i'rti_. OF TH(S :'ROPOSAL (HAVC),-1~AVF i~; T} BT~~t SI~TISi{~.U TN"t llEStGt~F~1~D
~ ATER PURYEYOR ,=OR 'I'HIS SITE IS J o~_ ~ 15 fX/
V4'
J
P A. COMMENTS.
~ S IGNATU}2EIf'ITLE llATE
HCALTI•1 DISTRICT
A pRELIMiNARY DlSCUSSION HAS 'fAKEN PLAC - ,NERAL REQUIREMENTS FOR
SUBMITTAL OF THIS PROpOSAi. (I-iAVE) ff,L E i`10 BEEi SATISFIED.
A. COMMENTS:
(~7
~ dA
SIGN`ATURE(I'ITLE 4 D`A't
SEVS'k,R PURVEYOR
A PIZELIMINARY DISCUSSION HAS•TnKL•N PL/1CL' AND GCNLI2nL I:LQUIKEi.1l:N I'S I'nIt 'I'l-lL- . ,
PROVISIOH OF PUBLIC SLWER ARE UNDERST OD BY THE AAPLICANT.
!Jp[1~jIP ~t~►t
A. COMMENTS:
~
S (GNATURF.(fI7'LE DATE _
L :!.fi : _ , . , , ~ ~ •
Tr,
' ' . ► . , . .
PRF.,LIlVLINARY Sl- PLAT APPLICATJCi; t -Page 4 oi 4
' - - - PAT2T ITI.
' - SURVEI'OR VERIFICATlON _ ' . I, THE UNDERSTGNED, A LiCENSED LAND SURVEYOR, HAVE CJMPLETED T'HE 1NFORMATfON
REQUES''ED. LEGAL DESCRIPTION AI~(D PRELIMI\~A.RY SHORT PLAT HA~'E I~~N PREPARED BY ME -OR UNDER MY SUPERVISION 1N AGCORDANCE WITH THE FtEQUIR£MEN7S 01= THE SPOKANE COUN7
ZOi~IIl1IG/SLJEDIVISION ~-GUL ION- ~ LAWS F 7~-IE STATE OF 1~'ASHTNGTON. SIGNED: DA'l'E: 12 /~5
ADDRESS: ~Si .3~/~ G/•!~/L~~/PS/T~~ PHO\'E• 9~7-
ZIP: Z e-9 ~ .
PARrr Yv
(SIGNATURE OF PROPER°I'Y 01VNERS OlZ LEI7L-'f2 OF AUT1-iORlZAT10N)
I, 'IHE UNDERSIGNED, SWEAI2 OR AFFIRN UNDER PENALTY OF PERJURY 7"HAT THE ABOVE
. RFSPONSES ARE MA.DE TRUTBFULLY AND TO THE $EST OF MY KNOWLEDGE.
• T FtfRTHER SWEAR OR AFFIRM THAT I AM THE OWNER OF RECORD OF THE AR.EA PROPOSED
• FOR THE PREVIOUSLY IDENTIFIED LAND USE ACTION, OR, IF NOT THE OWNL-R, ATTACHED •
HEREWITH IS WRITTEN PERMISSION FRO► ONtiT1L-R AUTHORIZI~IG MY AC""IO`'S Ot3 HIS/HER
BEHALF.
~
SIGNE4' o7 DA'C!: • /Z
ADDRE PHON c: .3~ 7 SZ
zIP: lq Z>_os
STATE OF WASHINGTON )
) ss:
COUiNTY OF SPO}:ANE )
SIG AI~rD SW01ZN OR ,A.FFZRML-D BELORc ~'t~, 0`t TH1S
DaZ` O}=
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. , 1993. B Y 61
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` PUBUC Nloma-y Publ,c ~~~'uid ort~ c Sc ~ of W~shinston
~N~•' % Rcsidingat:
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;yj,''' ~fqY ~ 1g~
; , ♦ MY aPPointm t cxDires:
.
WAS'V"
P;\ I'tT V
(1-0 i3E CONfI'LrTL=D f3Y f'i•IL'• PLnNN(NG DLPn[~TIML'•N'I')
' DATE ACCEPTED: 12- /l7 BY:
TOTAL FEES: A O o o. v -7 RECEIPT
FILE S~- ,925 • `~3 .
S'P w 925 + .
.
'
S~ o K. ~ r, 1--- C o u rr -i
PLANNING DEPAR'TMENT WAI..LIS D. HUl3i3ARD, U1RCCfOR
MEMORANDUM
TiO: - Spokane County Division of Engineering and Roads
Spokane County Division of Buildings
Spokane County Division of Utilities
Spokane Counry Health District
Spokane County Parks Department
Fire District # 9
City of Spokane Water District 3
Mead School District RECEIVED
FROM: Micheal Nicholson, Planner I JUL113, 1994
DA'I'E: July 15, 1994 Counql Engineering
SUBJECT: Final Short Plat SP-925-93 Enclosed find copies of the above referenced final plat. Please review and forward any
comments by July 29, 1994. If you have any questions you may contact Micheal
Nicholson at 456-2205.
Please direct your written comments to Micheal Nicholson.
~
Thank you. '
rp .
Enclosure
c: Jay Arrington, 5924 N. A. Street, Spokane WA 99205
John P. Fransden, 3216 S. University, Spokane WA 99206
WEST 1026 IiROADWAY AVENUE ' SPOKANF, WASHIhG'I'ON 99260-0240 '(509) 456-2205
Hahn Engt'neenng, Inc.
North 8623 Division Street • Siiite B
Spoknrie, Wnshington 99208
(509) 467-1550
FAX (509) 467-8189
May 25 , 1994
Spokane County
West 1026 Broadway Ave. ~694
Spokane, WA. 99264-4170
RE : JAY ARRINGTON SHORT PLAT.09L5
ATTN: Chris Reich
Dear Chris;
Please review the enclosed road plan and drainage report for
approval.
Please note the cross slope for the 208 ponds located at the
intersection of Morton Street and Far_well Road are a 2:1, the
reason is for the constriction #rom the existing roadway and the
ROW line. The ponds are proposed within the existing ROW and are
not adjacent tv the site. Please contact me at 455-6278 or Hahn Engineering at 467-
1550 with any questions or comments.
SincPrel yours,
J~m Preble P.E.
C
ENC: 2 (two) set road plans
2 ( two ) drainage repvrts
i
June 6, 1994
M E M O R A N D U M
TO: Jay Arrington
FROM: Scott Engelhard, Project Coordinator sE-
SUBJECT: Plan Review and Fee Agreement
FILE: SP-925-94
Our of f ice has received a check print for f inal plat/plans from
your surveyor/engineer. In order to proceed with our review, the
f inal fee and plan checking agreement must be submitted to our
office. I have enclosed a copy of our standard plan checking
agreement, please fill it out and return it with a check for
$100.00 so that we may proceed with review. Should you have any
questions please call me at 456-3600.
C:WPDOC\MEMOS\FINALFEE.D94
~~A . ~
J~.
E
~ ~ .1
S P O K A N E _ '.e ~ C O U N T Y
OFFICE OF THE COUNTY ENGINEER • A DNISION OF THE PUBLIC WORKS DEPARTMENT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Directar
July 21, 1994
Jim Preble, P.E.
c/o Hahn Engineering, lnc.
8623 N. Division Street, 6
Spokane, WA 99208
RE: Short Plat 925 - Arrington Property
Dear Mr. Preble:
A review of the road and drainage plans for the above referenced project has been
accomplished. There are a few major areas of concern that make it d'+fficult to provide a
complete review of your submittal.
he concept you are using for your drainage report does not meet the standards established
under the Guidelines for Stormwater Management. Basins greater than ten acres need to be
analyzed using the SCS method. By using the Rational/Bowstring method you are over
designing the drainage system tremendously.
I have included the calcuiations for the developed condit+on using the SCS method assuming
the worst case. The worst case for this project considers the runoff during frozen ground
conditions. To achieve this condition the soil type was assumed to be one classification
f higher. Marble soif is a type A soil, but the curve numbers used were those of type B soil.
By using the SCS method the runoff was determined to be approximately 2 cfs. By using one
Type A drywell and one Type B drywell, 500 cf of storage is required to handle the 50 year
storm event. You had proposed two Type B drywells. You still need to provide enough
storage for '208' treatment.
The road plans for the private road do not meet County Road Standards and the conditions
~ of approval. The road configuration that you are providing is a system of private roads which
~ are not allowed. The parcels using the private road must be able to access the main portion ~
of the road, not the turn-around portion. Tract D does not have direct access to the private
road, it is using the turn-around as its access. A possible solution to this problem would be
to provide an offset or standard cul-de-sac that meets the fire district requirements for a turn-
around.
Also, it is not clear whether or not all four lots will access the private road or only Tracts A
and D will be using the private road and Tracts B and C will access Morton Road. If only two
lots access the private road then it can be gravel, but if all four use the road then it needs to
be paved. Please clarify this with your next submittal. ~a-rg
1026 W. Broadway Ave. • Spokane, VVA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
. Short Piat 925
Review #2
Page2of2
There are quite a few inconsistencies on the road plans for Morton Avenue. Most of these
deal with the pond detail. It is not drawn accurately and the elevations indicated are not
clear. Please revise the detail.
Should you have any questions with these comments, please give me a call.
Very truly yours,
Ronald C. Hormann, P.E.
Spokane County Engineer
Christopher J. Reich, E.I.T.
Plan Review
cc: Project File
SPOKANE COUNTY
Engineering Development Services
W.1026 Broadway
Spokane, WA. 99260 .
DATE: July 18,1994
ATTN: Chris Reich, E.I.T.
RE: SP 925-93
Arrington Property
Dear Chris:
Please review the revisions for approval of the drainage and
roadway plans for the above mentioned project.
The plans wi11 be signed by the developer, fire district,
and me be for final submittal of the mylars.
Please contact me at 455-6270 with any questions or couiments
concerning these revisions and when the plans have been
approved for construction.
Since ,
James W. Preble, P.E.
enc: County red lined comments frrom ist submittal
; REM7TO D ~
~
` JUL 1 8 1994
SPOKAIVE COUNn ENGiNEER
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factor, used 0.15. When the si.te is developed,the "C" f-actor
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-S. Dcpartment af Agricui tura IPA-ENG-23 t
i . ConseAv3tian Service 8/77
` UNITL'•D STATES DEPART`v~EEh"I' 01- AG1IICULTURE Filn Code ENG- 1:
SOTL CQNSERVATION jcRVIGE -
'r?OLOGIC C0$,Sa~J'I't~TT~\S ~Qr 1~'A i ~R~4 ~~:~5
fit•LALLER THA,N! 2000 .i(:RCS "
= RTf: 5(rS--E F i% 1 Ct.f3a~ar L.
r_ ~ . .
P R0,~ ; s - ~ ~
r . .
o r'Y ~yt~~
~.,oc~ 1 ' VFY . i~: A 2- V1 F-- t.f z5 f Pe h- C: r
'
_ _ , , . _ ....,5..,.<_:,_..v_., . _ _ . . _
HY DRt.~ LOG i ~ C1x! A: TypP of Structure;
Struc -LLre i..ocation; Ser_, T zL NR -4
Design Frequency; \5-p , Years . 24-Hour Pxecipitation; 2, , Incj'ies
. Storn Distribtuion; Regien; . .
RJESOURCE DATA: • - Inc,c'..c.c.d2 uute1c,sii2d atld zoit map o6 p"..ajec,t .
Soi1 Series HSG Soil Cover Comol.ex RCN Acres (RCN x Acre',s)
~
(w,Rr~~~,~~~~ i3Z -sr1 x ~3.ZS - S -
✓ ~A ~ O G i~3 y - ~'AR ,•7,.. . q X ~ . 2 ~ ' ~ C~' 2.
X =
X =
- llatersl~ea :~rea Total, (RC\j x Acres); 9a01v ~ .
' - Composite RCN; -7
. Avera;e I'iatershed Slope; - ~ ~
• HYDROLOGIC CWPUTATIOyS : ' (ia,v1g E5-10 2 76on T ype I I 7rtP.and StiQnms on ES- l 0 2 96on Typ2 IA Coa.a.ta.2 Sxwuvi.
Slope; flat or(merate~ (C.vcae orle) Rcy- 57; q=tt3 cfs
RCN = ; q = cfs
Peak runoff for watershed RCN 7; q= cfs
Slope; moderate or steep, (C.uccle one) -
RCN . q= cfs.
RCIN = ~ q= crs .
PPak runoff for watershed RCN q= Cfs
Pzat- tEle .two cf.c:.sekcvrge 'uues 60:,L .th eiA n~,spective 6f-ope,6 u,sing .the gnaph on
~~rhe nevenae a~.de o6 .tlu;a afceet tio ob-ta.~.jl peah rLuno66 6on ~te wa,~e~caned.
Peak nurco 6 6 = c 6a . ` .
$y. J , -
, . . . . . , : . . ~
Qate '
. . _ .
TYPE II STORM - MODERATE SLOPE .
1000 900 EF
7 •
00
00 _
soo ):r F
500
. 400 300
. ♦ I I ~ ~r~ I
200 tl
, o 190
. ~
, D y, I i ~ I I / O,r''~~ ~
o I ~
d 80
L s°
,
,o
cl
"ol
30
~ , ~ „ • ,
20
• k
a ~o
~ , i i i r I ~ I i I..._,
04
a ;
3
~
~c: ~
~ T ~ ! ~ -•--~v r--r-.vey-. I ~ -+--r.,-~
~ ~1 W ♦ U~ 01 Q1 Q N W A l1~ 01 C] N W y lA fD N
N m ~ o 0 0 00 o n o a o 00 0~ o ~
o a o 0 0 0~ o
p (m ' • , ~ , • OAAIPJAGE AREQ (ACRES) ~
--ft
. CA PEAK RATES OF DISCHARGE FOR SMALL W At'E R"S' HEDs
(24 NOUR, TYPE II STORM DlSTRIBiiTiQN)
r...,_... ~ . . ; r. . . , . . , . , . . . , , . . _ . e ~
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16 ~ !5 0
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L-~ J. J U U % 4..l~ 3 6 2 1. 0 6~.: 1
v OO . LF -:j . 6 .~.t_ ~~>,6 7 i:.ti `3 z
21100 1.30 5.22 C.j S ~J ! U U 6.)
7:-,G:
1+0 2400 1 _ 1t? . 9 2"' 7.:s0; 0
2 7 0 0 i. .~71 7 <t;.20 Q 7420
-JV ::;000 1 .00 . /:8 i'c'>i 7 0 1•'6 / 7
;ia ti .2.28 7746 O 7746
60 3600 2 .1J :9 71 0 7`r71
hJ 31 70 C) 2.03 0 122 L U J. 2 2
70 4200 J.80 1.98 0 5 ".a 0 .~'s518
75 -4SOU 0 . % 1.91 , 8770 0 ;E5770
8 •~vC)O 1.86 9099 0 999
a5 5:►_0 u 0.72 . -78 9270 9270
90 5400 0.70 1.73 9532 0 '9532
. - - ~ ~ 95 ~ 57y00 ' 0.69 ~ 1 . 71 990$ Oj ~9r908
6 10 0 C} 3.,,i i . tI `
10 11 9 G I U 1191
,
p ,
S /1~
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.I_~it~✓..:. tf 1.odlv 55 ..',l
:a7'~"S5'y' pi}id VoZUaie prOViUed 0 ll .
DR`rWEL! REQUT.REMENTS 10 YEAR GEaSGN STORM
Maximuefi storage requi.red by Bowstring = 20119 cu. ft.
Numbe7M and tvQe of Drvwelts ReQuired = 0 S inq le
r J.ttli.:.. OCp C:f)N-~..EH It'cr-i IuI ON ftai nu $.ias ~
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V l1 I l.) C. .A. l.. y L a 43 6/ / s ~ . J
i .L c) U•J = L o l. 1 l. y* AI W a
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t ~ v . 0 1 -1;- a S p h a 1 L
S = .tongituri.inal s.1ope of gutt-,-e-r-
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r.
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%~~".i...~
=r l.,i u ..3 1
1500 _ _ J. ~ C3 a. f~ i.~ -r . 1 ~ ~.j t~.~ ~.3 ..5 ~ ~.J i i :a
- - t_,LC` t~~.i' .5 .7~ f+!A.~V~
d.1
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2 i Ov L. l.~ 0 J.I P C,'~~~..~i~ t'JI~~~0 ..~J J2
. .:J V o 9.J 'v` 6r.) l.r 2/ 19
.J e! 0 V V- `)7 ! .5 V 9 56;~ I? ls, 10 c- J 8 k~
3900 0 _ 82 2 .44 9767 ; 800 1967
. : ~-~~'.OC~ c: . ,.:iV ,~v 1. 0 12 :'.'i~~i~aC1C; I:3
Ci 00, 0 . /y r . .f.. 9 i 0:J 4 90()~) J. t~
109 -,D'8 ~ 9 aC)U 13) 3 u
c:. G .14 1114 2 10200
~ . J 4 0 0.70 t ~ . 0C0 ) 111416 0 .d. (l., SO U o :J 6
0 .619 .~J5 11908 11400 5Go
~ 6000 G 7 IL .99 12000 DkATNAGE ?JND CALCULATIONS _
Requ i r ed gr assy swa I e pa nc~ stor agz vo 1 ume
impeYV1oU- AY'ua Y .J l-i . ' 1% 1;, 517 CU. ~'i..
pf 1 I l d v:.) .LU f i { C, ~ - a~ v ~ Cr .t ~ ~ e,'. ~1 a:. La ~ T ~z. .
jp . r'-
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Number arIC: t..ype o-~ V
.Z Dovble.
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p i a I
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3. .L n t n L _l ~ ~ r i ~ i~ l ~.1 l.. i . ~ L . 1_ ~ I i
H y d 'i ' <:z C 'r? a C.G .I. L,F S = R A i : ; a .,i e t t d, - Pa 1' .i fi -i c; 3 "
Vi:= .i O .i. L ; ' - 1 . 486/ i i *R 667%1,s . J
F lt y* A
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C tt =r V i ) ,i l r j ~ v= •4' .d ~ ~ Outl . Pr 4 4 ♦ -r
316 4 J I,:)~; -
21 _
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2
1 J l! r18 V 4/ 96
04 0 ~`Y 0 9 6
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1217 0 0 V./ 4 -1_ 5 1 J Gj
.J 0/V l.' . 6b .3 G. 2 1
J..'.~V(3)
3900 V .60 L . 49 5943 ~ f`J' 9 4 ..i
20U 0.5£3 6 1 /n 0 6 176
C) v .3i E~
C
::l 4800 0.53 4 0
1~
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: ~
40c' U . !Z)V <<S G}' l 0 : J 570c) l~ . .b 0
/ ~ ~ c.a
100 6000 . 0:48 .1. z~ 7249 0 . 7249
~
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E f~ ~ 8
- 'rTMC OF° CONCErtTRA`!'7ON (minut.: ; ) ,
l ~ t C. ~1
4~ 4. i ~ C: i 1~.,3 1 ~Y S.. t~ li ~ i'I i r''e -
J L % 0
• ~ 1 C:3 .'Jt; G .00
L 1
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u . 4 ~ 0
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V . . . ~1 . w.`
. - 1 „i f•j ~ .J . f~CJ ~ . . 1.~ \i _
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0.00
11 t I I J y . .l. V
C. V,~ 1 i Ct Z 1 d, l; ~ LA L ~r
. ~ i: ~ U1l~'i" I a pd % - CL=~.t L 1.:f-I N: r _G ~,.0 ~ .
Ll Leiigt l'i ofi Ova r.l and Icjw "
fac t o r of G v:.? iiail d flolN {.4 C O r a°J S Y' ao,:
arle'r"agC 5i0pe vf ov-1' Lai1u "i" i.oW
l.l ~:,'"i. il ~ L i'i ~ z. ~ y ~ f i~ . f -c C
i'.~ i.i 1- t v(T! W.L d "c.r. i'1 c, f ~ U~, i v'i~ v'i ' c~ 1. +'1 ,
L . - L= 1+1V':?'1'Sc Oi Ci GSS SIC)P::; Gi-li: C;i" u1tCi i
j c~ ].nVeY'Si: of Gi USS Slope i.Wi) (3 i ul t C1l
t.i dept f i ot flU w i7l gUti e1" (asfi 1 ir d. i:. as i.', i 1 eG iti
- A r c:a - u*', 8'21 /2Z 1 + Z 2 j
WeZ-1te6 per imeter - 8,-d+( 1,-,s-Ln( ~ t n( li`L.3. ) )-4-1/Sin( atnt --I./Z-2 ) ij
H; ' Ci i - aU l1 i.; Rad1 U s R A ir: ; a% Wk; `i. "L--c:; d PeY" 1((1 e'i ei
, Vc31 C)c 1*t".jy 1 .~~3 6/i`i=+=R ...b6? .5
Flow = Velocity-IArea
. n = 0.016 for asphalt
s= longifiud.inaI slope 01~ cutte}°
La t:) bJ i i ~ ta 9 - I D i.: ~ T r N `i C- f u . :'T't ~ f- F,lk O.T EC. 'r
uH:,.1N
0 C:.1~*,t= i%,.! T 0 t-I ~ 1 y J .1 ~ '01L-1516~N
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5Z,40 "400 314,-3
1500 . ~.L ..:i . J~ "rJ6~i4 : VOC~
.J~! 1800 l t ~ ~ ~ ~ S v J ~J
J5 21VU ~J . 9 1 L rJ°A 5861 `4200 166 1
40 2400 0.82 z . 13, 8 5996 4800 i 19 Cel.
45 2: Uc; 0 . ~ 4 15 6056 5400 656
•JV J0V0 0.68 1.1J8 01..~J/ 6000 157
3300 0 . 64 I _ Cu 6 6 353 6600 --247
3600 0.61 . i 7 6507 ?200 -•F:,l'13),
~,:1 31900 C~ _ fa0 `1 . 74 700 ~ 780~i --7`~~
~-i -12, OC v . Sci 1.68 7274 t~3400
' 75 4500 0 .56 i. .l~.J 7511 9000 -1489
80 4800 0.53 7571 9600 -2029
- G 5 51.00 0.52 1.51 i£361 10200 - G--".29
`)0 5400 0.50 1.45 0014 10e300 -2i 86
95 5700 Ci .4 7 i. k~ 8280 1 i~'si~c.~ --2 v
100 rG 0d 0 C.1. 48 ~ . 6 5 0 1.20V 0 / 0
~
~
POND L;i A f 10N;:
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. , i.a-a:,sv SWalc poiiu `.i'Q.~.Ufiif: pi'Gv1.C~ed - J.>_~~✓ CU _ ~t C ,
4Jti'f AE-1-t_ RECIUIREMENIS - ir✓ YE:iVIZ ll(_..J.ilaN :J TOftiM,
Ma:!TfiiUtn StG7"aC78 reqUlrEd b`j BoWs-ILT-iiio 3466 CLE . ft.
K-,
*
'1'TPiE Of 1.:.1N:..L.NTRATION ( rrlTlUt.(:.s)
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. KING COUNTY, WAS:~NGTON, SURFACE WATE~'"DESIGN MANUAL
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TA6i_.E 4.3.6A . ROCK PROTECYiOAb AY OiTFRLLS
Discharge Velocthl ~'cz'~ ;¢'G :J-/~ .`~Y ~~1•~5 REQL31FtED PR07ELTION
At' Design Flow (fps) .
J
Grea•'?r 1ess ihan Minimum Dimenslons
than or equa( to
Type Thickness Wdth S_:anqth Heioht
, p 5 Fiip Rap" 1 fi. Diarneter 8 fi. Crown
, + s ft. or. 4k Dia. +1 I'l.
_ whichever is
gr22ter
V-
; 5 10 ' Rip Rap** 1 ft. Diaczteter 12 ft. Crown
. + 6 ft. or 4X dia. + t ft.
or 3X dia., wfiichever is
Y. ~Z' X I whichever is greater
grea►er
10 20 Gabion Outfali 1 ft. (As required) (As required) Crovm
+ 1 ft.
20 N/A Engineered Energy Dissipator Required
* Rip rap shall be in accordance with section 9-13.1 of the WSDOT/APWA Standard Specifications.
; Rip rap to be reasonably well graded with rock gradation as fotlows: Passing 8 inch square sieve X~%, 0°or Maximum stone size 8"
Passing 6 inch square sieve or M edium stone size fi'
~ Passing 2 inch square sieve 0-100,10 or Minimum stone size 2' Rip rap to be reasonably well graded with rock gradation as follows:
, Maxirnum stone size 24' (nominal diameter)
Median stone size 16' Minimum stone size 4'
Note: Rip rap sizing governed by side slopes on outlet channel, assumed to be ~ 3:1.
~
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. 43.6-3 I/90
. 2 s
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~ For S:one 'r° i ghing
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,
165 Lbs. r-' Cu, Ft, i
; $
s
ti ~ ~ , . , , • , , ,
. 4 Acaptpd from Rercrt o'
Su3coimmittee o-i Sicpe
?rotection, ,;m. Soc. Civi l
2 ; nc i nee rs P roc. June 19113
i
Q
~ 0 I 2 3 4 5
=QiJI'T'aLENi SPHERICkL DIAMLcTER OF STO}+E, Ik r"cE!
; (50-,"'.- greafer than)
c ,
„I ZE OF StONE iri,'~T ~fl LL RE51 Si DI SPLACEhSENT
'FOR VARIOUS YELOCITI ES ~;RD SLOPES
` FICURE 4•-6
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' 90 5400 0. 5G 0.03 165 V 16S
95 5700 0.49 0.03 171 O 1% 1
100 6004 C) .40 0.03 176 0 176
,
L)F~AINAGE PONG CALCUL.ATICiNS
Required grass/ swale pond stora;~e volurne
= 1:rnpervious. area x .5 in.1 i2 ir./ft . 102 cci. ft.
rrassy swale p01IC-11 V01ume pT-ova.decl 130 cu. fi:.
OR1'WE-L.L t=:EOU-1ERLMLENZ"S 10 YCAR GESZGN 51"GIRM
Mdximam storage required by Bowstririg = 176 cu. ft _
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S H Olp, 'T P L.A., T N a_ Sl> 9 2 5- 9 3
ARg2. I NGTC) N PROPERTY
n RA I GE RE: 1:> QF.7C
I~RCH 11, 1994 ~
L
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EaCP1RES
F7
N. E6 2 , 3 r 19~
~ l ~ IG\ S sPO"NT, tivasxlziGTON 99208
1r 1. n; ,rr;P~ H
't~ 1 5JI, V
_
SHORT
for
JAY ARR I NGTON
SITE CONDITIOrS:
The subject property is located in the Southeast 1/4 of
. Section 5, Township 26 \orth, Range 43 East, W.M. in the
county of Spokane, S'Laie of tVashington. The site is
'currently unsubdivided land covering approximately 2.2'
Acres. Tiie land is lightly wooded and nizauows. ihe soi'L
ciassification is Marble lay the S.C.S. raajiue'i L'or Spokane
County. The Iand slopes at approxirnately 5% f;om the
Northwes t iOwards the Southeas t.
PF.OFOSED DEVELOF'.tENi :
The sitz is a proposed dzveiopmcnt oi four Io~s ~o be
accessed b5- Mor ton Road, titorto, Road is to be developzd as a
pi I Va te i Oeiu kf 2ii I L3C t Oi asphal t j 'LO 'Lh2 si0i' til 01 Fai iti'e1 1
Road. Tti;o t2; lozs ,tiil be accessed bS- a priva'Le gravel
road havirig adri v into wid-Lx's ol` 20 i uo t oravei suri ace. 'L he
Si ~2 iS Ii ti12 Ca.e Sloil'nie C't ayitii 2i s EiiSl ~1'vc ai e1 SO "ZuE"
pon3s have bee;, uesignzd a~ the i,zzei•secti::,n oi Mor ton !-(oad
and Farwel I ROa.;, io ilariCi12 ii`lZ 3ncI'2a52Ci I'i.i3':Gi i i i Gu, ihe
proposea :4oriGn Road.
CO`CLuS IOi~ :
,
'Lhe zxisting runoli t',om the site is caiculated as I.57 cfs
for the 10 year storm using the rational me-Lh-od, the "C'
iactor useu J"or the existing condition is the composite of
taking the existing topography as 1/2 ligr,tl5- wooded and 1/2
as meadow, the iacctor usect is 0.23. 'When developed the
"C" f actor used i s 0.235, the Coun ty i•econiended f actor f or
1.5-3 . J LL~j aC, the developed i ac Loi• used is 0.26 whi ch
is 'Lhe composite for the dujelling units and the gravel road.
The runoff #rom ',iorton Road will be conve3Jed via a draii-iaoe
suale to t:ze "208" ponds and was not included in the site
calculations but was taken as a seperate calculation. The
developed site runoff was calculate to be 1.84 cfs which is
closed to the existing runoff therefore no detention is
provided for thz si'Le.
The i•unof'i f rom the proposzd roadway wi i 1 be drained in
A.Wo (2) "2u8" ponds located in the \ortherly nOW of Farwell
Road at t1-Le ini2rs2c tion of' Mor ton Road. ihe runof f wi 1 1 be
discharge f rom the "208" ponds via Type "B" drywel ls.
MGdo In U.S.A.
ri
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- i
BOWSTRTNG i~iETHOD (TEN Y"EAR S70kM uESYGf•I j PR03ECT = aR'r-\'IiVGTCid
L~E'i"`NTIOi~~ 3AJIN DCSIGid 3,S1~5= E::yS ~ I~G
- REVIEWER= 3WP
NUMBER OF DRYWELLS PROPOScD DATE = 10-May-94
0 Single ( typ0 Double (type B)
Tot«1 Area (calc.) (see H1 2_20
7 i rne o lf Co nc calc.) (see N1 5.00
Composite "C"( calc.) (see N1 0.23
~ :~.n6 a; C o n c . ( m~L n ) 5 .00
2 _2
~rea ; ~cres )
0 . 225
ii~~e,ru•ic.us Ay_~Z_a ~ sy. Tt 0
1V3 V J. l.l i{ 1•D i~• I O'J 1 lJ e~.1 0 ° L r
~~t.l l. f1 VVi ` l:. 1:~ ~ 0
♦ ~ u r- • - _ J~!
tY A. fY4 11' J 'li :.i"►r i7 Sr /
iI iila 1 it ~~C'iiS i L; 0 t.~i2V . il `1 Ol,i t 5i..CJ i d+c
i. c i.. l v- I i- 1 l Ci..! _ i l, .f.i _ !Z . J
41 ✓ % v: , li ~ ~ ~ ' l l ~1 %
(OU L T ~ j t t r~ r. v j
.:~71
11
J..L J J.
G =ti• .i . .i. I ij
C [
~l/ . JL ~i JJ
5 960
v.Si `i i i 0
2 i3.i u .90.45 9 `72 't;
0 .3~ iv J 10
i.b
4 2700 G_ 714, ~i . J: • I026 v 102b
z
st? ~000 0.68 0i0 4 4 J ' ~044
5~ JJaa - 0.64 v .~~1078 c 1078
641G 300<3 . 0_01 0 .~C% 1118 v 11i3
65 3900 0.100 0.:30 . i 1 8 7 G 8 '31
: G 4 20 0 :i _5E-3 1221 35 `v :.z
1~500 56 G. 2,0 1276 1274800 .I
~.i . JJ `.i _ ~L! 1GUr! V 286
~J 5100 J._7 0.26 G
JL
~U j'T0V G . JV L 'J 13
;:GC C; _ v .!40; ~ 14v/
1~;•:.i 6000 0.48 0.24 1450 ~J l~s V
1 N i=1 GL P l, NI U C,~-t LCLi L l) I1 Ll N J
Requii"i:u g;-aSSy Sl•ldle poil~~ Stt-J'i ay2 VolUtile
- impc i V i O U S A7- 2 d X _`^J 1n_ i` 1 i i. i T i=. _ = i? i; LE . ~
GrdSSy SlySi2 pond volumc `i Ov1ued _ 0 CU . i L_
C~n`I'WCLL ~:~QUYPEi`1ENTS - 10 YEAP, GESyUN 5;`O'RP1
Ma x i rnum stur age r 2qu i r eci by Bows tr i ng = 1450 cu _ ft.
t1 - L
TIME OF CONCENTRA-IION ( mi nutes )
Tc (overland) Tc (gutter) aas "c"
.r
Ct = 0.15 L2 = 0 1 _10 , 5
L1 - 0 0 .30
L H} 380 LZ - SJ VO V_ OV
0.00
N(A') - 0.=: G= 0 0. GO's
5-5 U 0.00 0.00
s = G 0.00 0.00
u - G :~1_GO U_:;~
10i.. al F i L G iii p "C"
~1~ui = v TC Ct.o:1 U.L-,
I J 'T r' . , ~ .a
1
. tr ~ .J
~i E3 =1..T1i:tf- 1 .5/j
i,= ac
TC( 5.00 i..
u Y il L e 1-1 S .i~ ~Y
i'_.
k. ..J j . v ~
- z.
C.. - l.) . .
Lc i igi 1" t,~ i_~ i i i~ i i v I~
i v 47 C:. v'i O ~ v~l 2 i' i c~. il ~i i i`v' W ~.~r i (±1 i c~ '+i i u~ i~:::
-a'J8 i a;jc =iOpc v i C~\i.? i" l311ud i iow ~
TL ~ cgjuttc)- } - Length ~ ~ . }iVzluci ( ~r t- : Z-- uc . jfoJ ~
,
t,'^.,' - 8 O-i`.. t O i!1 W 01 Guti., c i" v i" u iLci i •
Z_1 = inverse of cross slopa one ai- ditch '
_7~ = iilV2Y'Sc Of C'~'uSS S1V¢2 i.WG J i ui~i.Ci ~
u= u2Fth Oi, fIGw iii 9 Lli ''L-. 2i (~~'.'ui.-iiila ttlc, cii::':,k 2;~ifilai.c- i•1i ~i~ iG~N ~
A'i"za = d*E-+-d - 2/2 LZ+::~ ~
W 2~~~d ~zrimet~r - B=xuT( 1/si.la~n( 1lZ1 )~~-1i: ~ii~t rt iii`'~`~'
i°~~~raulic nc3CilU : _ ~ - riYe a%W2L~e u p :3i"il,.i.:,1C c'i"
Vz1o c:L ty = I _ 48 6 i ~o7A=s"` . 5
i- 1olrJ = Ve1 CJ C 1 t y* 1-i i G' a
n= 0.016 Tor aspiL-lal lk,
s= lcngitudinal slope of gu-Lt2r
O G.F'ALTo R Fol, WaoA/.~ 0 - ~ot,s.iK6. CoK C ~T~ oN
o~.~-fKb CoI~ ptTt oH
FAcrolL Foit ~hST~C/M~o~w -
BOWSTRING METHOD { TEN YEAR STICr:M DESIGN ) PF:O~cC- T= AnRTNGT0N
DETEN7ION BASIN DESTGN B ASiN= OEVELUFED
R EVItR: JWP
NUMBER 0F DRYWELLS PROPOS`D DATE= 10-May-94
0 Single (~yp0 uoublz ( iype B)
Total Area ( calc (see H1 2.20
Tir~2 of Conc.( calc.) (see H1 5_00 -
Compcsite "C" ( calc ( sze H1 0.26
iii-iie of Conc.( min) 5_00
Fti i a a t Ac ieS~ 2 .2,
C 0 _ ~6-36363 Zmpervious Nraa ( sa . 0
!•'01uiil:~ r'i 04'id2d
OL.1 tTloW ` C i S~ ' V ~,rea C„ ~-actor ~
:Y 1 ti ~ i+ :a c; 4 #V%
i i iii.r i irfic ;'iti~ i1S it~t G~2'v . ii i j ~J i u`G'
iiiC.
i~ i.. . f ~ `•_i . .7 i~ u . i ~L . 1
t i+ b G it ~ U u L ~ . 2 5 - ~
J. V v .J V~ . l! V . l~:J J. . V'~ i r'-r y tJ• ..J V 1
v ? . i
i Ci L. 2 4 1J V i1 L e ~ I L
i7
.L G ' ~ . J . 8=r 1 0
G 13 i:i kl) z ~
,v , ~ - ,
.J -1 V v V_l.!. S.' 1162
40 %400 U . a 2/ 0.43 21 C
45 2, 7Uv v. 74 0.4.~' i~'v' 12 CU--:
50 31000 II.Ji lLc:.J C1 ~ 1GL..
55 ~30 G 0.64 0.37 126.3 o 12
6-0 3600 v _61 0 .35 1310 0 1320
'-s 39 OCj 0/ J G. 3~ 1393 v
! C% 42 (i `1 J _ J 4 ~t i , ,1 =i ti~
75 4500 :f 0.31:_ 1495 C i 495
80 4800 G . 5J 1 SG % 507
85 51^v0 • V. 52 0.30 J. S&i ~ 156`~~
'~0 5400 0.50 0 . 2'J 1 S-; ~ u ~ 59b
~
':,5 5700 0_+9 0.28 6=~~ 6
100 oUCO 0 _ ~ci 1 697 - i' 16,99
DRAvE FC;iID C~L.U~r i iGN:.
r--aali 1 i i:u y~-d,:.S y :=,wd A. C po i li 1 Si.v i dge 'v J 1 l.[(lie
- i iii N 8 i V i G us A-Svc c'i X l n_/ i L.
urassy swai-e pond volumz Frovided _ 0% cu. f
DRl`W`LL REQJTREMEilTS 1C ,'`Arr\" CtSIGN S3CRri
Maximum st--urage requircu Uy 6owst-ring = :~99 cu. ft.
s
z f l~- --1 U% Z r' U; z f
0 r. N C) H- n H
L
II U 0 Cl. C` (i) II II iI I i LT1 GG ^ D I>
2: G"~ r+' A.. II II U i; r, C~, m
~ ~l N O Ci U, Q, C;, QM w -t, C. I> 0•
D 0~ !I ~ C~ II N E~~ 0 C<~ rC; C: Cr Il• < O
0 Z,) y Cfi fr f'• I) li II il I! li, (D -ti
y (U w < Y; CL rr C r-t c "I C1 ; F•• tl II -S
0\ (u C) ti~ i; _f (U 4) C) (1) w c'r L'i i•-• t--. Cl
, Z
F_ -iz b II ;n tr, ~q 3 (D 0 ED 0
Ct G(i Cl. -~(U c?, E ii Q- C)
rF ►r-~ r~ G G, C~ C~ Z
-+l 0IZ-1 li n 0-1 O W ~ -I
a p N Ul 44 G` Ul fV G N U 0 O . 0 p? 7D
3f F. ~(U rl• < rrl C, G C. t~? (1i P~. O Cn D
C, C, N r+ C~ -i
A n F-• n; a) 7.) 0:I =s (i) rq Gi O
~ > j- Y v► c4? ~:I c,,
N U L iv (n CC) ~
p•• -j- Iv C Ui U) rt -i~ C. C~
< (p U CP' :i> r.- F-' t-- cr cr (V C:
Cr Ci G 0) Cu N Tl U~~... 0~ t.`~ ~
G F-I Lrl 11 G3 h~l I1-11 f ct
Tri ~ r+- F_ rr u C•_ 0) C", fo F- f\! 0 N
0 P ~r U? (o U, ~t r'' Il t4
~ r rA U NCi. (L) --1, CL
` -S C f I• C1 ~t I I (C)
G ~ ~i~ ; 0 0 & C; Cc; C: ~
Li.'~' (r ft
h•~ Q;_i C-
Cr C, CL ~ c~~ I i I I N C1
Z (Ii f'~I r'. H'• r~• ~t }11
0
cn ~ U S
U C1 GJ G Q
-S G~ n C;) o C.': C:% 0 O C) O C~ 'V
rp
U? < t7
^ Ar t~
h° (t Q1
f•J
Cn C) 0 D
Ul 31 0'
N W C> 0 0 G C) Ci N (D
C) ...D f•. OC:'. uGC.w
r, <; II G I:C>C)o Go o O
(0 II
Cl
4.. C) •
~f . r,r-3 O 0000004 C)
fV(i(.>UC)UVUP PJ ~
•s` 0N - C' G Ci U C:' 01 Ul ~
~
~O
~
~Po r-a o ~ Q i 3 y-x. ~o '
BO~fST~; Ii~G ~fE~"HbD "i EN ~'EAR STI~Ri~ DES I GI~f j r}Ri.~ ~R R I ~#G ~
DE`f°E'NTS~N SrAS-iri! D'ESIGN uA S~IN= M DR T (iN ;~T
RL Y I EWETC ^ JlNP
NUVIB~R OF DR1'WELLS PfiOPOSED DATF-= 12°May-94
Ca Si ngl2 [ typ ~ Dot~ble ( ~.Ype 8 ~
Total Area ( calc ( sele 111 0.29
Tiri-ie o-f Conc. (calc. ) (see, HI 5 .00
cornposite ,~C" ~ c~l%--. ) ( ~~e Hi 0.54
i:Lme OT L..oTic.~ Gi ~j 5_00 -
At e cx ~iiCi s o .
l. ' tG1~ ~ . 5~'~5~~1
1 ~
f] l p e -I V ~Lr} ~,f s l~ LE I L. ~ : ~ .L 0 4J
LVoluf ii 2 P-1-oi! i ~ ed
i J C..E ~ i.Z t~ W l~ C:. iS 1 ~
rti ga C" 0 , i~
~J f
ii ~ ir2 7T+J 7r~ ~ f }A
Ti ffie r.vi) s~.~.`~' i~a 'v`. V Sa!~;.=.
!I ia~ - ~ Y s) cu _ i^ L . f L c~.J,
~ i i i 1-1
} F
'k-' .is ~ •F # 3 0 L.; f 2
5.00 1,300 , co O. So
_ ~ _ ,.w . .f,..., .,'J N", : ,1 . `,J . ~ t1 ~f ;J :.L ' ! +1 '.1
,L C~ s:_ . ; ~ . J I- {F ~J u Lf;,J +.J 4
.L J tiJ ~Ci C.r
- y .--v T• - , r- :1 i r .i. . L . 'v . ~ ,1 t_,' ,L L! l ? T, ~ e'
~ 10 0 0 .91 0 . 1 11 V 1. 7 8 6
-t
`-r C)
i t 'l ' ~ Jf I_ V .74m ! ~ 1~ t! ~.r
~~i .3~1tig..•" L:_~~ i.~ . ~'i 3 ~0 "2~7 v
0 . t?[4 0 _ 10 -~4 3L 33CO 9
60 10 5 a 3600
65 9 0 0 0 60 0 .09 ---'>j 7 6 3 9 ;00 -3 52-1 4,
0 V _09 40 ci •--:~8 10
75 + ~~C. 0_56 U _09 0 a: 4 El C~0 f,~.~~w 7
44~
~
80 48 0_ 153 0 407 48013
- : a5 51 ci u 0_52 0.08 4 2 13~ 5 x0 ---4 6 7 f
90 S400 C _ s0 0 _08 431 5400 -4~9 "0 9
95 5 7~~0 0,49 0 .OB 445 5700 --5255
100 6040 0.48 0_08 458
:i ~ l~,~~~ ~ Cii'~!~'J ~:.~';LCULAi IOi'~S
Req111rGd 9i aSSy swaie p0nd Si.oi dge 1,roluipe
- ~ m p G T v o u s A il e C3 x . J i n . J 12 1 n _ /1177 t 1- 58 Er u . ~ . -
Grassy swalc poi~~ ~olume' prcvided - 260 cu _ f ~ .
L1RYWEmL..L REQUIREMENTS -10 YEAFi DESIiaN Si 0RM ,
, Maxxmum storage required by _~~~strino = 0 cu . ft _
lI iIE OF CONCENTRATION ( m i nutes )
Tc ( avLr lanu c( gu 4 4er j , ~ eas C~~
C~ = 0.15 L2
-Z1 = 0 0_02 0_55 '
L I` t' i ) `O G G L = G • 0 . 1 G , 0.90
N( A
t-, j = 0.4 B= ~ cJ _ JO V. G0
5( 1) _ 5.4 0_00 0_00,
G _ 0C 0.00
I t ; y ) - . i U - •.i v _ ~ ~ ~ . i:r i v ~ ~ o (fi p ~
7 c ( 9 U ~'J 0.54
ti - ; .
+ •~'r i'
L-1= i~ i * : i = ci . 5
v
r`i l'ci i i i , > 3ri i_ CI 1
I c lJ v a i .L C: 1 1 t..i j - C i, Lj. r41 .i . ~ . . _ .l
C.
L i - L a"i ot.h oi t' i O W
~
uT_ iG'~l 1, a.~".C) i' 0 1 iD 'vz'i i'ciilu i1JW i vi" at'ci cG;= „<i asS
~ a 1! e 1 C1 rj- ~ .=r 10 p C :J 1 tJ V G' 1 A. Gt 1 1C! i 1 OW ~
i L. ~Ol! t-i: C iy ; _Lel-igth ~ i t _ J iV l. iu i: l :i~ C.
i3 G i.. L Ofi I V~-L~..~l. 1 1 l.1~ 1• ' r ~i-
gU i.l, ir i ~ 1 i.; i l., i
Z1 - 1ilv2i s2 U'~ Ci'GSS siopc oilz tuT i:iiZc:}1
L~ 111ieT'~~: U i C;Yi~S;:., .~'-~1~~Ne ~W~ J'i ui uCi i
u- u cP ir i i v i' 1' lG GJ i i i gU i„ i. 2'i (e5 t1 i i~ ci Le, r'i 2 ck UJ Ii i i
fi,red - UJ-TB+Ud'_2/2T(L1+Z2 )
w ci..t 2Ci p Zi iillc~.21' _13=i=d + ( i; S:L il( c3~ii( ii Li a~-'~ t'_2
;-;ydraulic F:adius = n - Araaiwelk--t.~d i0erirnetcr
'•1z 1 ocx ~.y = 1. 486/n*n-. bb7=~,_-. S
~~'iow - ~'e_ocl~.y~*A~ ea
n= 0_016 11-or asNha.lt
s = ;.ongi ~.udinal slope of gutter
Ai 7
21151$0
U5 Depa;}t-ment of Agricuiture
So'l-I Conserva~~aD Service
DcSIGN WORiCSHEET
f Or
Culvert Evaluation
prepared f~~
~~OKANE CDUNTY,,WASHINGi oN
DesigFlea ~ ,-J"WP C iie c :a 'i
~a"Ll a. : 0 5r`1 42~9 4 ~
- 1k,i i. t.til~ylrslr~ r-11 }4}l- I- w. I..I.M1irM1.....M1.~.lryr-~rM1..- ,~.~s-`.4,r.ASt.,.~f-~_,~_,•i~~ ifwYf}ernlr.A.w11r•~r •3.y ~lr.i.yl,
fn rl'. ~rv A" ~ Hy+r• s~.. ry : rw rY+ i rM1 *1'- M T~r'Y"'7` ~14 r1'4 +T` N` '74 m.~w +tti +5~ rn rY~ q~ r~ rF +T~+ xY` rM1 ~Lti
F F~~~ATE ROAU CULIIERT
vce J, u e v . ~ 2 5 ~ . ~ w 3. ; ` ,mm , `f i' ~ _
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j `'~'i)~ ~ ~~ll i A 11 .I 1~~ ~•yNa'i~~'.~ ~ ~ i 1 ~l 3 l1 l~ 1
2~i~irnr~ 0 • . ,~tp ~I'i''~ 1~~ , 1 ~a~'`~` l,0''O1~`
A \ l. • ~i ~111 . . n ' ;i~/;~~~;V4~ ''„It • . ~ i ~.lr ! r i
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I;%~~; ~ ~ ~ ~ `h !ii ~ 1~ ~ 'I ~ / 4'~~ I,~~ .~9 II ' 0
~ ~ i ~ ~ , ~ ~ i' ~ . A~~ ~ 11 I lv-
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~ / ,7 '_~----`'~;:I~ , ^ . I ~ • .i'!;y,',V~i, , I^ .,~~11, II,;(•;;+,~•1 ;ll'` ~II;~I~ i~' ll
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S P O Y< AT--7 E C O U N T Y
OFFiCE OF THE COUNTY ENGINEER • A DIVISION OF THE PUBLIC WO12KS DEPARTMEM
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
REVIEW COMMENTS
TO: Jim Prebie, P.E. - c/o Hahn Engineering, Inc.
FROM: Chris Reich - Engineering Development Services 3
y
SUBJECT: Short Plat 925
DATE: June 15, 1994
A review of the above referenced project has been accomplished. The list below is a
summary of the items that need to be addressed. Please refer to the enclosed check prints
for complete comments.
General
L
1. The plans and report needs to be stamped and signed before final approval.
2. Developer's signature needed prior to final approval.
3. Provide vertical curve stopping sight distance calculations.
4. Provide evidence of coordination with electric utility. You may include the
following note to meet this requirement:
"Contractor to coordinate with electric utility servicing this project to ensure
transformers and/or vaults are located outside of swale areas."
Morton Road Plans
5. Indicate any existing and proposed utilities.
6. Add note: "Any conflicting utilities shall be relocated prior to construction of
roads or drainage facilities."
7. Provide a slope from the edge of pavement into the ditch.
8. The stop sign at the intersection of Farwell and Morton is not required.
9. Provide a dead end sign for Morton Road.
10. Provide some sort of barricade at the end of Morton Road. This can be
guardrail or fence. Also provide three end of road markers, red diamond
with red reflectors.
11. Fire district approval is required as a condition of this short plat. Please have
them sign the road plans or provide a letter that states their approval.
12. Provide elevations at the curve returns where Morton ties into Farwell and at
the end of the returns.
13. Provide the bearing for Farwell Road so that the curve data may be checked. .
W.1026 Broadway Ave. Spokane, WA 99260-0170 (509) 456-3600 FAX (509) 456-4715
i
14. According to the cross-section and cuts shown, you wili need slope easements
to catch.
15. Seed the ditches and ponds with a dryland grass mix.
16. Various grades and elevations on the west flow line profile and centerline
profile are incorrect or inconsistent. Please revise.
Private Road Plan
17. Add the "conflicting utility" note and "electric utility" note to this plan as well.
18. The private road needs a name. Coordinate this name with the plat review
done by Dave Berto.
19. Provide a street name sign at the intersection with Mor`ton Road.
20. The cross-section provided for the private road is ir6mplete. Will ditches be
provided? What is the slope?
21. Provide left and right profiles to determine if the cut and fill fits within the
easement. If it does not, a slope easement will be needed.
22. The curve returns for the turn-around do not fit within the easement. Provide
a return in the easement.
23. The grade when checked on the profile is 4.32%, not 3.86%. Please revise.
Show the culvert on the profiles.
24. These plans are very incomplete and have many inconsistencies. Please review
and revise.
25. The profile shown indicates an EP at 1+ 37.39 and the centerline at 1+ 57.39.
which is 20' for a half width on Morton. The plans show only 10'. Please
revise.
Drainaqe Plan and Reoort
26. The plan and report do not address what is going on. I have drawn on the plan
the basins that are contributing to this project. It appears the short plat is
within Basin A that I have drawn. The entire Basin A needs to be considered
in the design of Pond A. It also appears that some runoff is being conveyed
along Farwell into this pond as well. There appears to be a basin east of Morton
Road as well. This Basin B should be considered in sizing Pond B. Revise the
calculations to reflect these basins.
27. Provide ditch calculations.
It is difficult to perform a complete review on this project because of some major
discrepancies. If you have any questions, feel free to call.
~ - ~ . -
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the intersection of Morton aild Farwell to hand.ie tlie
incceased runoff and the "20$" requirements for tviorton Raad.
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topagraphy as 1/2 i ight1y woocze(i ane.'t .1/2 as meudow, ihe
:
f'actor used 0.15. When the site is d.eveloped the "C" factor
used is (l.x$ ( SEn calculatioi3s) artd the runo°L' I's incre~~sed
.i ~ 40 o ZY `.i t, a:) c.. CJ o lS .J w J• t~:: . I~ ~r j' 1 ~ i~A~A~ .D': Vy s l~~ bi.l. ~.l' 1 ~'L a 11 ~
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drain via 'twa (2) type "F" drywPl.ls and will dec:rease tiie ~
exfstirig Noti; xor both the design (iQ Yr) arid tuajor (50 yr)
s torrs;s . 'Ahe ovEr t' 'Low Troin the pond wi 1. l be a.long IL-he ~
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S. pepartnent of Agriculture . IVA--ENG-23 •
t . Conservativn ien.11ce . , . . . . , 8/77
_ .L~iI'?'I;C : `~~~'F,.~ DEr~i~'T't~~tENT O: ,1GE:ICUL~'URE - ' Fi.le Code ENG~. Z 8
SGIL COrdSERVATZC3N SERVICE -
!;0t,0GK GOMPUTATIONS FO~.NIATi:RSlIEpS
- 5?-V:LLE9 TI1,46V 2000 :~CRES .
~ Ref: SCS--ErM Chz~~ce 2.
PP.OJ EC b' : rc
LCC~~,TION: _ ~ f` f?~!~ ~1 L =•l~ ~r.-`,_9'_ i P ~~1~~
i
KYDROLocIc pA-ra: -
~ Type of Structure; 5 ,,,--7A rA
SLructure Locaticn; Se►:o T,2~I~! ; F. .4-1~
Design FrequEncy; 6'0 , Years . 24dHour Precipita~ion; , , jnches •
. Storm Distxibtuion, Regivn; .
RLSOtJA.CF DATA: -
I nC.~.ud2 cjxt,t'Qh.<S ~t2ci ana z C~ map C6 ph.o ' 2Ct a.~. -
Soil Series HSG Soil Cover Complex =CIN Acres (RCr. x 1lcres)
, ✓ ,
t~ at. A • 13 Q v s r~ - ► ~ U S / Y ~ • Z S ~ - , 3 L.o 2 S7
,
V-1 ~ c,"~ ~ ~ ~ ► r~- Q .`'Z X Z J ~ .q C'
X
X =
. . Ititatershee :'trea
Total, (RCti' x Acres); 9 40,5'C> . Conposite RCN; 7 V
. Average StiGtershed Slope; '-6- ~ o
• HYDROLOGIC COMPUTATIONS : , (la.tng ES-10 21 6on Type 71 1 nZand StoAms on tS - i92 9~on Type IA Coa,a.ta.e. S.tan,m .
Slope; flat or(go erat e, (C.i,1te.ee ojze)
RCN = 5 7 ; q = t- tS cfs . . .
RCy = ; q = cfs
. Peak runoff for watershed RCN 7 ; q cfs
Slope; moderate or steep, : (Ci.tc,ee one)
RCNq= = cfs-
RC' - ; q cfs Peak runoff for watPrshed RCti = ;q= cfs
PZo.t .the tvo d,i..scjw.Lge fiu.teb 6 o~c t1e,ut. n.ezp2ct:.ve Sf-opM ws-ing the gptaph on
~ the nev eh,.a e aide 0'6 tl:.i.a 6h eet ta. o b.t_ain peafz raw1o 66 6on .tJze wa.tvc.a hed. - Peah nufzo6 6 = cga
, . : . . . _ _ . : . . . - . gy
Date '
. , - _ . .
TYPE II STORM - MODERATE SLOPE ~
1000 • I I I 1 i I I~ •
900 -
800
700
I I!~ I I f ! I;~~-~
, 5ao
~
. 46a
300
. ,
200 ~ . .
lo"
1so - r
x ~o
~ 80 L--
. " I 1 _I~ ~
~ 40 . -
" l
30
~ • ' ~ ~
, ~ 20
Z /
, o . _ . .e ~ ~ ~ • _ _ _ .-~j-
.
I ~ or
,
`
4 e000~ ;
- - - - - - - - - , - - - -~-{-i " .
' G 2
, C
(a 1
N W J U 01 m N W A N 01 07 N lA A lr Of fD f~ ,
N rn o 0 0 0 0 0 0 °o °o °o 0 0 0° ~
~ , ~ • ORAINAGE AREA (ACRES)
~
O
-w
w • ~ PEAK RATES OF DISCNARGE FOR SMALL WATERSHECS
~ (24 HOUR, TYPE II STORNi RISTRlBUT!ON)
. ~
. ' ~
~ .
. , j~!
, ' ( , , ' ~ ~ . ; ; . . . . , . . . ~ . . . _ . ~
.,,~r. ~ . L..._
A-3
~ .
16 IF r i i~,i~i!`. ~ f 'i ' t•~_,- :~i i ~ ' l.i~..E` i ~'ii'..~.~.~~~::! f f.r~ .
f.0 H l.,}
.Jt°.~~~~•,~[.:~1_.:'J 22
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I .L I , i 'I ~i.
L.~ t
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l.:
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U
, . i _ • ~ • , ' _ ~ i' t.t 4~ 1 ~ _ P i ~
f . S:'•°. L~ . ~Y^~' . i°' ) r~ ~
' il. ti ~ ?l.f~iv Ln~.G~1:11.i.. ' :.+IC.`•~r , V .~.II lJl.~l, vl..
Lf1- . d.lil. .
i i I i ~ . j ~ :a C: . 1 ~ i i . . ~ ~ ~ . ~ ~ • ~ i ! u - l_ • % \ ~1 . ~ i:. . ,r° l~ . c. . r
ir.i.-~~C,3~.~ 1..t
J
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i.l: l~L,ri.' ,a ..'~.J .''i~•_' ~..~..iJ~1 ~r :~J~.•
'
9v C) 1 ~i 61.~ IZ
W
4' l.i 6 62'*
- G
,7-~ 100 .1
40 2440 _l .3.0 7'_', 07 J 7 0
7 4 G:.;
7 ii.r:- 420 0
~.10 ..i0 UQ J. E)O
~ 5 ;S 0 8 7746 v 1746
u V C 0.67 f '7-': 1.
6~'~ 3900 0 ~ . 3 ~2 2
450c3 0 .77 1 . ~J. 3770 f, 8 7 -7 C'
3 G 4800 1 .,3~j 9 11 0 9V9'-D%
85 5 100.72 J. _ .Y t3 9270 0 9?i'
94 5400 0.70 1.73 .9532 C) a53~
95 5704 0.69 ~ 1.71 9408 ~ 0 ~ 9908 ~
c~ C 6(3f~ i~ 0 . i _t . ~ J. 0 ~ 1 0 u 1 ~
Oi~~,
~.y . • 1 ~ ( r r.i
tir ~ ; 't . • E-- ~ ~ o ♦ u ~ i U ~'9 i 1 ~
oe~
C'ti { ~ ta
l.l 1~ J~'J y t"J wCt 1 V =-l oI`d V Ulu( J , py Li v., 4! li Cd C. .
GRYWE! L RcQu~REM~NTS-- 10 YEAh a~SIGN STORv,
P1axa,muin storage requiveu by Bowstr ing = 10119 C.u . 'ft ~
N1.,lfflbet" axld t`fpe o'i Drywt'l I5 RE3qfl.Ei'i Cd = --Q S :i. n gle
-
,
,
t)`r= 0 N C c i-,l '1 f%" l-a T '1: i? N
t..t:.~:;7'
~ ' i,.- t 1 ~ J T L ~ / CJ I, . ~ ~ i ~.l i ~e ~J • C~
~ i . + .y v` ) 4~ . .J o ~ ~ . . ~ ~.i
l
l i
fW C) . +)C.?
- ~ _ ~ j ) • _ T c ~ gu) ' V . 01 (_l 10 . 1 11-1
, ~ ti,~ ~ ~i , ~ i c ` i r i:..i j •.J i:
O ~_t 1 34
IC; ~ c. C i. U C2 C i:! 00
~ ~c)Trite nsi'ty i . 5C
c: c- t c, v a rZ c4. u
,
I ~Jvi I <.1II~.J L 1 1-4 /I.~.~•,0
Lar1gtin oi O'..'I~,'I a lE~~i i' 1c-1W
i E - J . 1 fi c. G 'i" o 7 U V c i - Ic 1"1 7- 1 t;7 w
_ c~ 1r' " , ~ ~
Ft~IGLI) ~i Jl..i c'►- 01' L L.t~it
~.1 i ~ Y :a ~ 0 f" C 'r' U 3 ~~3 J e : =
° 1 Y; V"v' 1° 5 v ~.i i. i" o-', s.'L G Pd i:. w
C.JU" Lil .UT- e s~i(Tiai.~ a L.:? Wii:,1 %b.~ -
. ::;a C-~ ~,2=1 ( Z 1-~~'Z J ~ .
~ ~ri L~, ~ t' c~ i~ 1 f11 ~~.'i ' C, C"~ 'r ~ t Tl ~ ~ i r_l 1~)-~' i, i;=.. 1. i'i ~ d t:, i i~ 1,'~ r. ) j J
- -aylic Radius = R - Arear/Wet_t.ec; Pevimetuy-
~V ~L c) r L l.-;
."~ow Ve 1ocxLy,,,-A•i'ea
cx 3Pi"1 a.1 i., ~
s = long.itudinal sJ.ope of gutLer
~
A _ J
~
DOwSTR:tNG MCT'r-1OG ( c= ,IFTY S4rORM D=S:~c~) Pao.~Ecr : nE~RxNGTO,.q
Y_
; DEiENTZON BA57N bE51l:,t~ s A 115) 1 .114 ~ -c$:f_ Ttv:/O~FV
.
, R, E V IE W'E- R ; .lWP
J(~I r.
1~►" ~J i'~I i.~ c'-_". F', K..~ i l~J F t.~_ .J i~~~ r- ~ U.
2 1.te. l
~ ~ r~ ~~~:..1. Y'} 7• t~ 1a - fy 1~~ . ~ ~ e.ii.`<' I~ J, 4r' . ri IC
~
' i i. e L l.l i 1~_ . 4, l.; ~:i a. tj C. I I~~ ~ J~. ~ '
t 0 . :i. 10
T 3, O fi l.. i.:• nC.: En': . i; ~ .
Sic
~E1iv xr'ii
~ V C.J i u rii i'' '1 `•J ,f te tiz
' uU t ! I ,.J w
'rt-~ 'i c• : 3 ~ ~ ~ i ~ c:a C C,'i' . ' } ~
4 4 i ~ ~ PF tv ~H %
t .a. { n ( r! iz: .S. I I `E.. c: n 7 V . V rI V o (..j l. J to I a ge
~
i ~ r.. . , . ~ ~ . r y, • ~ ~ 7 ' .t.. \ ~ - ~
1. Tl . s i ~`.i.I "i t . ~
, . , : , , ~ : , t . .i ; ; t~ _ i . ~t+` .1 ~ f
~ r---- . . _ _T-----._.~.___.-_._~__:.._._._.
; e ~ % ~ ~ . ' .'i . f• ~ -t ~i F3 a_ . t`'~ ;..i ~ v 650 . 4
4 U d> `v
,LCJ ~:~f~i\. ..1 ?C 12V0
.1. .J i . / . . ~r .L U V il 6.L .J
~ - 5 - " " 'r J " ' ~ ~
' - ~L~~1:: . ~ o'~ j~_ ~ ,
1 Ji •l 1~~ I Jv~I.,i rA?~'C..+',~
4 ~ ..1 4
..3 c_ .e. +.1 l. .t . J . ~J 4„i t.~ .J • J . J 'M ~ ~ Y' ` _ C ~
' LS, 0- e2 V . ~J . L,• f f ~ % - C.a 4.} ~ ..i ~ is ~ ~
~ 4~ - l-, t.% 1 .07 3.18 89 ,,jG C7400
- 0a ~1~~
:.;c,~ 0 1 . -0
,
Jj ~.L 6600 2719
'J ~ L c_ . i.J i• i
- . .J ..J ~ J ~.~i ~J lJ ; ~ i ` • p ; J "
S 3 7200
0 V .02 t .44 7 V % % 800 i~ r'
70 L!. 20C, 0 . ol V 2 . J ~.J 10 2 4 c:. V 4() 0 1V 42
~
I`~~44
rrv, . i' % -~r-~ + '~fJ0
2
. F_ 1 Ci Z3 • 9600 v5 ~10 v 4.) . 72: 2.14 11142 10200 9 4 2
'3C~ :)4(il:i ' . C~ 1 i4a6 11- i
I 9::y '~J r~ .69 2.05 11 ti 0 a 11400 508
. I00 60(.0 .,)9 12159 :I.21U0 0 159
DRA I iyAGc PONU CALCULHT TOiVS
Required grassy swale pand sto'rage volume
~li n perv,;. o u s A rea x .5 in./ 12 i Ti .:-1= i: 5 -i i e~.~ . f i. .
- ' a. a
i '~""I~>5, c~.a. ':1 0 '
:a
c- , :7v J 'e ~ fil r~ i:r
~J~'i fi 1.~~.t_.1... .~i_~~ ~1.L rYt_I f.._~~4 S.r t+u.~,~ ~ 1.yt_,J.~. ~-~t``# I~..':ZI Y
(.{1,1._l
Number ~'ClYFe ct Grywells S;equi~rc;d G ~.i. 11jia
Z
t^ " ~ - c,,,!!
,
, rl~ lE O1 CQNCG~~TRA( IOhf ( ma.tlutE:S % a
n ~ n
r rj v a t°I A tr e
~ c... .1. " ! . ~ . . ~ . .
UV
0
Ci
:,1 _ 0 ,l10
. • - w ~ i . ~1 t ; . i ~ i . l. ~i
; i = . . ~ tS U
:i ~t ie
1 ~.l ~ G.~ P^1 C. ~,A : i 1,•~ 1..,
_ L 1, l f.:i g u .~l. U . :7 C)
N ( L, r) c~ 1.2. .48
0 C:*."t1:3, .15
j . {-i 4.: 0. ~ f=.5 ~3 > ,D, 4
~E3~ 0.00 1 1 1 t. e i 1 j J., ty , rJ,, v
E. \ i_1 i a i 1 l1
0 1 i T O'i ° c; ji::i i~ lC, Vv i'd tis
: 3 9 pl'] o l.l
1 - 1... . 0
t~ d tJ l. :.J i! t W.L C.! C' i ~ ll i~ t', t ~i t~ La l.'•~ t~I
Jf C: i:.i s S ~i. 0 v 1-1 6 C:t
i ~
Q;.~ s SI C;, p i~ 'na U G i La 1 t;
~d - ~i E: P i.. i i ~J r '~li~ bv 1 l~i i,.E L:.::' t:•: ~ i.. s~ i i c:i L. , , i t L I~ 1: ; i. i i.. S:. i.,t 1-7 V lf l
d-xQ+d-2L'l -rl2 j .
W,'C. Y' p (I e i, c'-; 'i- i~ 1. i S.i. 1 i t ci i. TI( L o'G.L f-~:;i a L~ I.t 1~' ~ J~ ~
i--i ydi d`j l.i CRad1 U S R
r• luw = Velaci l--y*Area
0.016 f(3 i aspi i a"t.
ij lt ~.I Tl SloN e- Ci t ~;uLr-ei°
i
~ '
. ; .
~
_ ~.~;~J::~~~ c;:►:I~c.~ r~it ~-ic~[~ F f~( ::1-~ ~`;~-;i~~ D'..S;.Gi°J illclka'3 C.3N
i . 1 l:. l*F L(=J N
V .7 E w L l-\ ^ J bi7 r
~v~11 `o~~~ CJ;~ ;"i :°~~.s f 'I-~~?:=~.~~: ► .t.~ G~ f ; u t~~ '34
,
~ r.~+ ~~~:-i ,L ~ i j~ j. ~ C~ i: C9 l~~~ t~` ~ i'• f t~ ~ ti.) : o
c!
oV
"C'~
roIQ f: t:r) n~~; . ~ mx i i
.
1".'~. 4. ~ i", J l 6 h
i
'
_ ~r i : t l.. I. i.+ I . J
3 ~-l V
U
0 1_f t- f I o W , i. t :3
F7 a48
~ -
i ~ 'i ~ ; f ~ •5 .
1~ 1 Uv
f x 4ii~_ i~.l~tt'. ~ i 1~.. i{:~; 1 1 j' •.-t i~~ y'~
i i'~ C:t.t ~:.U
~ it 6 (-1* l : ~ h 4i U ~ ~ . ~i= :c: j C ~~i
~ ~ . i..j 3,)0 . 0V 7 ~ ~ ~ ~ \J _ l~ .i. i ) `Y
7~.., i ~i ..J . 1 c..~ . V / 3164
iJ~ ~ .J .L V ~it
.L l~ t~ ~ i ~ . ~ J . _7 °~E C~ ~7~ c , ~ ~ ~ ~f !
4390 V .t. 0
G S U u i . 2 1 c'_ , `7)9 4798 8
~ 30 0 3. U:~~ S! 4896 39 6
2100 .91. - 2 . G 4 9 J 9'
40 2400 V . 3 L-1 .03 SOr Cj V 50 C1
45 2700 0 .74 1 . ~J 51.32 U 5 i 32,
5o 3CYUO C. E~cL), .i .:..b 5221 0 '..i22i.
53 0 . V 1 . Z, .13 31819 \.r C_ ,J b9
' tiJ t.r~ ..i V C} V 0 . C) 1 1 5,589 'J 7
900 0.60 1 .49
59 43 f:1 ~943
. : 0 4200 0.58 1.44 6176 U 6176
, 75 4500 0.56 1 . 319 6318 O 6`178
- 8 U 4800 rJ . 5:3 1 . -31 1 6 4 -_3 0 G L., 4 3 d
81-71 ~:.J-7 1 .29 6 69 J V 6695
C~ c~ U ~ 0 ~ 600'3 J
5 I VQ U . 4~9 . 70.3 6 O J.~~
100 .6000 0.48 ' l . 19 7249 S1 7 ~j4 9
1 • " '+l r~ f " i1 k 1 L>,, " 1tr~ 1 E ^
r t r t.~. I r.; f' d i v}~ l~ r, ; a. l.? i~
i_
i~•, s y Ll i C< i r_1 ~~i ct ~ C; r~a 7~ c:f t~ t~ ~J t.3 t.~ ili t;
, ~l ~ ~ i:: i~ , . ~ ~ ~ w. f: . _ . ; L 1 ; . i. . _ ~ ~ ~
i . t ; . i .
16 v'.:1 .7. L.i t I ( D) V V .j. L J --d - 0
C).l:`(Wt'-LL ~EQUTREMENTS - x0 E'EA: DESiGN STORM
.
Mci?C ifilUifi StCGi dge i'E:qU.iYt-a b}t BOWSti' x 11g i s_`49 CU . tt
L ' A-8
fIiMC c.7rF CONCCNTRATIUN (rainutes) .
II_
' 'rC: C) v C:• T c U G a:a r,y c
0. J. 5 ~ i_ 2 16. SC 0 . 1
0.00 d_ 0frt
l_. t t l)•- C.' G -2-- u.00 0.00
N;'-'i 0 0.00 0.00
0.00 V . V L,
0.00 l..' . V
l l. V, \.1 1..~ .10 G
, C.l LG{l A C-UriiN iC- ie
L:
" ` , ' ' ' . . .a
! -i -f l] t
i C ~ i Q t C; s ~ . ) 0.00
0.0 ~ e ns i ~ Y :J
r c: ; cD t. .:i 1 "'C; ~ Vv a 1 La n ' ~ Ct,4~; L -I_=T4Vi b `C: . O b J
Li L2ngtil-i u i u'verla nr.; F.;.ow
I\4 -fr1 C'i .1 oi i f' aC i, ar of i.. vei° iai i d ilCi U! ~.4 i v i` dve-i a;; e q?' <; us C Ovei ;
~ av~,-''i'eig2 :aIopc: Oi 0 V C:-~ ~3iid i ~C?W
U e't - u -I"1 v t i 1
tJ lJ L t Urn W J. d~_ i i Uf g U_~~. e oi Ei
Tl U a i" s e vf Cr- O S s Sc) P : oi I E; Of d I. G Ch
I Z 2,-- .L Tl'J 1" S E: Ot C i-oSs- .1t:i pe twt:i Ul' Git-C i 1
d -deF:r ti"i o'f f.lG W 1 i'1 gU ir i. 21 ' hC G i< vs1".. s i~ d tc '+nl ii. }"1 FLoW)
hrea = d*8+d"`2/2*(Z1 +Z2
Wetteu per imeter - c~Tc~-~~ 2~'~i r~( at.r~( 1/~ i. })+~f~•..i. a~.~~( 3_1Z~ j})
~-i~~c~raul.ic kauiu5 = R- Area; WetiLted Perirn~-t-'ar
Ve.locity 1 .4~i6/~~R"' -
Flow = Ve1Gcity*Area
1l = 0.016 for asp'raalt
s - 1o11g1tUCi-i)1r3l slCrpi oi c_U.t~_cl"
R ~
'
LXIWD 4 k.1. IAC7 MEi HO1..1 O+A PROJEl: r : p I'+Q (l i 0 i ~
~.Jf:Ti.~NT.tON B():)Lti ~I N
1' ~ v V1. C.o J
N~i~t 1 a' t.'~~ I•i~ ~ 7
~;:ca ui DR'rw~.=t~..~..b a~}c.~;- j u .
. U S~.r~g I.E_. , t_Yp
- 1 .l. I i'i . ~ t l. o'i i C: . ~ C; ci
; t:,c3ii~}~4~~3.tE "l.,' C~i).C; . ) ~ r•i~i. . 1L~
• F-i'j wl L: Y' t3 :5 ) .
'c.I C. l. CJ 1" ~v~ . ~1. t.~ ~ ,'~9 C,
1.4 0 0
0 U. t' i° 10 irJ S
ac_, iC i ,":i t., - CD .
Y r..I. : i._ ~Y ~1 ~t • r t'i C? vf /
T 1, Q da V. V ~ f~~ i=1 glr
~
~ ~ i i . f I .
~ i i! VI . ~ ~ l.. . 1 G ~ i . , rt i . , "r..: i 's
~ # -,f: 6 0 t { r''~ •`r l,~ ~ j Y 3 Li l.. 1 . , •fi ~ ~ ♦ F J - i f 6 J
\
.J J Z.S f
J . f ~ •.J 'L~ f^4 , ~ ,u . . ~ ~ l~ C..' &'ti.1 U .156
v J ~J _ ~ ~ . G~ 'Y ^t 4~ ~ _3 1 lT
~"UV .~%~~U
1`) e'. S A4 lJ"D 0 1.800 3430
4 4 0 G 3148
~ 1 200
0 i . ~.i. 3 .5f 5 6, G G. 300G 26£34
13r- ~l0 .l V`T - J fJG. 4~ .~&()c
~192
~ 35 ?1t',iU 0 _9i 64 5 8 6:1'. -4200 :1_661
,Gi~(iv 0 _ :31 ~ . :a~3 9J6 4~ 0C~ 1196
~E,~7(:D~,7 U_; La . 15 6 0 5 6 540C 656
50 w00 0 0 .16157 6000 1.57
.J~ JJVG ~ -..i"r ~ G~.JJ.J 6C7~JV 47
~.~0 .6 CiU 1 . i 7 033i ~ i 2(~0 -6 13
b: 31300 i. 74 7002 7800 --79-8-
; o 4 20 0 0 . :aa i .68 7 1-2"7 -P 8 Z4 oC; -1126
75 `-f J0 0 V . JrJ .l . J3 / 5,l. 1- 9000 ^.J,l-~~ 9
80 4000 C, _ 1 . 54 7571 9600 --2U?g
510C} a . S~' 1.51 ;~601_ :t020~D --2~2~
90 5,400 .~,0 .L .4J G014 108OC/ 2.786
95 570C) 0.49 1.42 8= 3:3 1140C -3120
xGO 6000 0 . 78 . ~ 9 8JJV E?Q~J~, '_"Ie4 lV
~PU NCJ ) x UNS
q u.a. d' i Zi :..i v: _ ~a ;=s v T i d s L O t-~ v G i :.E I i k~-
~ r - r ~S
5 1 i• b.. U . 1 l.
~t i' i.3 u S~' iv u.~ c:; ~ U 11 u',.• ~ 1 U f'l t; ~ 7°~.i 1! 1 G i:, o:.i - ~ ,.',1..; . i' i, .
C,,r'1 Ytti d:.:. 4_ L i'e L_ Q Li .A. IZ E1l[:. ti T.~ ` i'.i D4.;. J~~ iq JTORH
Max imum sLor aga r~~uircd by Bowst rz ng - 3466 cu. f t.
. ~,rIME or coNceN-rRA,rxaN xn
OIC it
,
L:, 600 1
J o 0 . r_ '_a
0
0.03
0.065 - - F t~ ( A ) ~ . 113 ~ 0.24 - Ti.l tC: i. it:t Co(I i p i i C.
n
J _ 26 .~i. b . 6 v 0.16
IA 3~ 48 -
S( 8 0 :0 .
I
t ~4
~ r-I 11-_ e r-,:s i. L y . 0 4
I ~ c tC1 ''l', a ) 1-t: ~ oif e i i. a i 1 d ) + i C: ` S-j L1. t tC? i- ) .
1 c t, ove-r '_Qnd Lt%~~ L1--N% S v. 5 Y'0 t~ . ~ ~ -
l_ Len~-c. h O f• U ve1' larl G ,=1. o w N firicl--iun factor af ovGrland flow r'or average grasu cGvei-i
r~ --cz v~.' Y' ci ~jc SlOpe oi ij V(? 'i' r. anufi. iv L+i
r. (gutt-cr Lensgit ifl ( - it - oci- y t ~~..:suc. )"60
i:$ BGtt om I.J Xdtit of guttC Y' %u 'i Ca i 1: i: i 1
' Z1. - 1nVei° ve of' C 7' C?:3 S~~. C; ll e t:i f-::i I. t,: h '
Z2 inve~ se of cross si~~e two of ditcll-)
Ci - dr.~, pti i oj' fiO W iil gUttei (,a::t i. i i'i ci tv, G il eck es'~~., 3_ i i 1 ai.. e Wi-Ci i i-:, L3 ;
F,rPet - d*.~'.~+Ci"2/2*( L1+Z2.i
l~zi ~.~:C~ (ier imeter
iiyc;ra «1i~ Ra dius- R = A re a/1Aj'e t~ci~ d, C, Cr, i r~e 4C.e~ d~~-Iocit`y' 1 .436/n~~:R"'.t~c:7=,:s..
Flow = Velocity*Arca
,
rt C, . 0 16; 0 T dS N1, ~ a t~~ J. c3 il giLluda. i'i a1 sliu p~~ C) f gt.1 t. t~~ -
~
k
oH-IRn- 2115i88
,
L1 ; Qepari.mert of ASric:ullk--ure.
' So.;. l ~~~lservation 'Sarvic:e
fi oi°
, Trape' oidal G hann c i ectio n _
foy-
i. n
P0;:r:~~:: .0 U~•I't'l' 9 W~-~:.~I-,:C~I;~~'E~I`~
~ Des1 ~-.i vie1- = JWP i i e i~ I : ar
~ J G1 l. - il ~J t!~.~~ /Y ~Y c•P V a
i .r. i. ' i;: ;:~:i", ~ ~ w w-~. .y v.• +,r.r.w +...i..i,
=r= ='r- ~ X %k =ir ~r~ =e~ ~ ~ ~6: %r- %K ~ ~h -h ~ T ~ ~ iI: .r. : ~ =t~ ~ ~ %K M -n - • x: =i~ ~ =r. ,t, ;y;
i-zCiADS1.UL L:7L TLHES/MuRION R Cl t• c~ e~. s o•~ -
S:lp e 0.0600 tti 'lt Hyur- Radius _ 0.39
n ' vax uz - 0 . 03 U A e. a ~..2 . O ! s, Li - I' '
Cap~~ioity - 1:3, .47 C;fS
'JelOCi-ty - ~ . 5 fps
SI desi{:ipt:
8 o "Cl toi i, wi cith = 0.0 ~ DPpth = G.6 ft.
Zo.o
/ D. U, Q' O`~ ~ O. J f FZEE F3vAZE 0
' I .
~
- . 0.1
-~b
c Z
} ►
i i.S
Sb Y►Z st-o2,~t
~
\ O,
t . ~ :a, rC- 1-4
,
,V, 1, S
_ ~ ` ► ~.a
~ '
OH-iRM- 2/15188
r
~ f)"'.)' Oapar tment of Aq;-icLJLL-.ur e
Sc~a.l ~~r~~~:~-UC-;►_xc:,i; ':;e:~'vic~;
i.JVJIGN WQi-NlKriHi_.L T -
i*
rs l.. l(: 1(_
P7'C-'r~c'•11 a ti 1
~ 1(YM ~ ~ 1{....0l~ w ...I~~ ~1'y~"ll ~.y..~ ~11~~
J. 1 1
i ..)pCi{<1"IN~:o +..•()~ji\i-i'1( = i+dt'c..11 ~.1.)t..] T\_) 1`{
JWP C: ~-Ie c i:.:: r
DcaLt;
' 1 1 .1 ~4 ~ ~I. 11~t. ~ 1 1 ~l. ~ • V . ~ .n~ ~i i , li ~i~ .li 1.• .Ir
• ,i. .r: ~ .j: :p; ,.:ti.:~: %n .q. ~yC !~1.
i
ROAU~ ~ DE C')J: fE r:D .
0.0400 ft! I 4 I""1 y U -I ~ 1 U l! L u,`.'.~
, { tr f~e~ = ~ ..JC',1 va . ~ t .
1 i 9 ~/~Gt: 1 U~ - 0.030
Cap3i:.1. ty = 1 :3 . C i:' S
. vt?I i~Cit% 5 .v i p :i
sideslope - 3, .0 = 1
► ~ .
Qottom wa.dth = 0.0
Depth = 0 . 9 .
EaP
't;-p yR STole A'
I ~
\ __L 01 sc M FL
A- (S
:
~ QH-iRM- 2115i88
US Uewartrelent of, Aq)' ic;u.1tuT-e
y- V
~Fl W(;RK;ai-1i.::: i =
~ fo
l,u lwa~~t IE'va1.Li~-L'-a ~.~t-1
;
i P1° e`; (J P! Y r? (J 1' O 1'
- ~:i, e. I' ~:~1.: ~ .~IE ' 1' ~.~.r~ ~i'"~~tif
1-'' C)K r"-i 1'q a~ CO NT1` , W'.)si-m•J l" 'F0 N
~~~=.igr~~:r • .7WP e c e- r
Date - Ui /'1 9 4 ua t
~
1. N •4 ~1~ ~1~ ~.1~ +i. ~ ~R/ ~l.• 1 ~ 1~ ~1. ~.l- l ~li J.Y•.L
. .r. :P. .r y. :j'. -r. : %r~ % %h -r • n %r %j4 ' " ' ' ~ :r `k ~ ~ :F; ~ n• ;j; J,: .r -w. -r i"n %4: %n' ~j:
L;UL . t? %r*If-\,l...::,,-14 ;-*%U ~ i ►ORTON 51- -
n T v a 1 t-i ~ V.024 La F a C 1t 4 .1 f J
A.. ti I'I
D .i.amzte,,- L % i. n . C7utlEt COrvl"FuLS .
Pr l.J jti:. lr t iI 1 o . . . . I1C, h L n l'.: l.Y
48A, 9C.
Elevat:.ion of headwa-te•r - 5.0
Elevdtion of= in,let - 3_ ~3 .4 52,94o
''r.~~ Eleva-t:ion of tai 1watEr = "C r_': .2
Elevation Qf outl.et
r~.~~ ~ .4 8S • 9
IEFvA
,
~ a 8z.,/L - N
- ~ -
~ Jz~'Grt l~ ~ 48z.9~
3
. Z, V 4 r- ~
- ~-1 ~
' oH-TRM- 2i15i88
IJ:J Ve-Pat l.•meof
oC,vn rs e1 ~~t I o p~ ~e rvIc.e
~ I
D E `.>B W U, l:K'E_ I~ :
fc,>T
C~a.'i C;l.i..,+.±• St:C:~.:~~11
p { ~:~Jf?~ ( ~J{
:u
5P0KANE COUNTY , U1A~.'1H.I:NG1 !Jiv
;3 :z 1. i;j 1`~ 3'~' • t~ lr i "•u C;
- t~a "C'~ . 0712 3; 94. o-ate
~Ir.I .li-: ~li .LJ.- { Ji • 1i N~I. Ji•• -Ji ~N 7 . N.I. .li 1 .jv 1~f/ r~1~ .1 ♦A. 1 ~1 ~1 l/ 1~ Ii ~I:.,li .y t. t.~i 1~
.,...,C .1. n. :P .P
CuL. @_1 caRLsoN Ra & I'lORTvN ST.
:J lO pe 0.0635 7' i ~ I-r yClY F: c-ad.Ws - . L°
` ng 1i a1 u e - 0.024 0 .75 ~ C, a a a c J. t;/, - ~ c f 5
. VelvCi ty - 6.9 fps -
DiameLer - 12 1 n.
Depth of Ic71Gw =111.0 iri .
, y
- - ,
~ < A
c ~
~
~ ~
.
. ~
C,
~
oH-IRM- 2r15188
U:s D2pc 'i talet1t U 3 AG,,,J i]. Ci..l li.L:'i°C'
' i!. CCi 1"~ ~er'J c3 Y a~ O T1 5~.~. r'.r .L C: i?
~ r i' , ~,i.-,-^
• C~~_.~.L~..i{~I GJ~~i•.~.~~t~~_~
T°J F~hss 5'v Y
' 't, u.L vC; Y' l '<l ,1 .i t.t
~.°'i~t%~d~i~~•U T`:;l'
14 w
ii"4ti
ed'"~ ~
_L 1 !
.:-•r-„ t' a~ r - r; ~ r- . i n,~i
~..V~E~t ~~~r-4r i t T t•,t~.t f l.:114
x~ '1 i~ ~ 0~ - ~t r-~ I f ti: l.. f~
D"~t,i-r - b2 4, Dr3*L~.
.d,, J • x 4 ~ a. , t•.~ .,J~. .~..H. • .~..1-.. .~.~t t .r . .I . / A
.:C .4; .X,j;
~ t-'ULVIE-'F:1- Gll 0 n ~ Ui'\E l;~ A P, UJL Li~
Qs~ Cbs~~ J ~ 21 cFs
K r ' v a:l !.t e 0 . G 2 4 ~ ~ e-- i - 13p . :3 c f s
i:. .
- t_ i~t g C i~ 40
t) i a~a a ta - C2 4 i rc . u ;:uL S
C t, i 1~ t i. i i v U"g e
Clt;va;:,10 Tl' G T" i i ee? dw cl -t-_; 7" 4..L
• C. leV r.: r 1 c7 i-! iJ f .i. ;`1 l. et- _ 1 . 8 -
rE1 e v a tion of L. c"a 1 I U1 c1 t. Y' - 3. 1
Elevat.icn tDt' outlet
G rA a RTo,v
/ SHO ~D CE
o ~a, i) H.w
~T
5,5-, -T
ri
' i6T (l. O) A
04 L~rQ I /
-r
4o '
N rs
GN-IRi~- 2/15I88 ~
~ ~ ~ ~ ~ i,-~ ~ ~ ~ u r~ ~ _i. c: u 1 ~t u r ~
~V ca V c;
W 1 /d l--~-
i
. ~ J•~•
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` ~ ~i` , t ~ s 14
i • = f, L u' ' _ , _ T' 4. ~ e ••r. j i ' ..~,e.~ ~ ~ G~ ~ t~
~ ' r-'t •i . -.o , 1 •a~ , ~Vr,~~i 4 l.i~;.-, ~ ~ i;~.l
v "s, 11:.; i = J W{-'
~ 3
i. . J~: ,
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ll! i (,j ~ ..J6-~: i ;ilv ~x i" r-t~t'v.i~.~_~_. QS~DEv, = 13 .2L c. ~S
~ t~
l 17 , J C. I .
w tIi,~ l.l l r} f~• .
i_~ :.it~c: i.,y i` - ~ ~ . ; Jt ~ i:.i. . i, i. ~~i~i , r.liL•a
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at i-.D~ oOutl:Ik-
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n
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1 .
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1
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2 4, 1 r1 .
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~
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~
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,
1.1:~ :3i i ~l,r'lr~_ l.~ Fi, ll.l.i l.ai 4:
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ci pcl c y
`Je.I.oca. ty = S.5 p -s
D latn~-te7-
L7 eP 'L-1 h U f 41' IL~D lN
C611-vE aT Fi-.ow r rr G r= v4- L-
P- R ~a p ~A~ Ln o vTc.E r e-7 w= B~
~
1.., = I Z
t = ! Z
i i
~+-1 ~
KING COUNTY, WAS~'NGTON, SURFACE WATE'-DESIGN IvfANUAL
.
TABLE 4.3.6A ROCK PROTECTION AT OUZ`FAi...LS, .
~ Discharge Veich^tYy REQUIRED PRQTEt;TiUN
' At pesEgn FIcw (fps)
Greater ' Less tha~i Minimum Ddcnensions
' 4tan or eqLef to
' 1 ype Trlckness lqidth Length Neighi
p 5 Rip Rap¢ 9 ft. D3ameter g ft. Crown
+ 6 ft. or..4X Dia. + 1 h.
whichever 4s
greaier
v=
, 5 10 ' Rip Rap*" 1 f2. D'sameter 12 fi. Crown
6 ft. or 4X dia. + 1 ft.
- , ~ or 3X dia., whichever is
whichever is flreater
greater
10 20 Gabion Outfall 1 ft. (As required) (As required) Crown
+ t ft.
, 20 N/A Engineered Energy Dissipator Required
* Rip rap shall be in accordance with section 9-13.1 of the WSDOT/APWA Standard Specifications.
Rip rap to b2 reasonably well graded with rock gradation as follows:
. Passing 8 inch square sieve t 00°/10 or ~ Maximum stone size 8' _
Passing 6 inch square sieve 40-f00110or . Medium stone size 6'
Passing 2 inch square sieve 0-100/0 or j Minimum'stone size 2"
Rip rap to b2 reasonably well graded with rock gradation as follows:
Maximum stone size 240 (nominal diameter)
. Median stone size 16" Minimum stone size 4`
~
Note: Rip rap sizing governed by side slopes on outlet channel, assumed to be ^-3:1.
~i
~ 1/90
a.3.6-3
. A _ ZG
. 28 1 12:1
ar bottom
;
. ,
Zb '
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S P O K A N E - r C O 1_T N T X
OFFICE OF THE COUNTY ENGNEER • A DMSION OF THE PUBLIC WORKS DEPARTMENT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
December 19', 1994
Jim Preble, P.E.
10111 W. Melville Road Cheney, WA 99004
RE: Short Piat 925 - Arrington Property .
Dear Jim: A review of the revised drainage plan has been accomplished. The following items
need to be addressed before finalization. Please submit the legal description of the
proposed off-site drainage easement and a copy of the recorded property deed so that
our right-of-way department can prepare an easement.
The other item that needs to be addressed is the elevations associated with the pond.
The elevations you have proposed will not meet the 3:1 side-slopes required adjacent
to the road. It appears the reason the pond bottom is so low is because of the culvert
invert elevation. Please revise these elevations to meet the 3:1 slopes off of the road.
If you have any questions, feel free to call.
Very truly yours,
~ Ronald C. Hormann, P.E.
~ Spokane County Engineer
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Christopher J. Reich, E.I.T.
Assistant Plan Review Engineer
cc: Project File, SP 925
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W. 1026 Broadway Ave. Spokane, WA 99260-0170 (509) 456-3600 FAX (509) 456-4715
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flA~ ~~~~~~INNG ~
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JUL 1 8 1994 ~
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~ sPoKANE caUN'TY ENciNEER
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DFfjCH OF TIiE COLltJTY GNCINLER * A DIVISIQld QF Ti lE PlaBl.lC WORISS DCi'ARxTvSIEN~`
Natiald C. llai-iYtasxtt, T'.C., Cut1171y Crtigir3cer pertini5 M. Seolk, P.E., Director
~~~~~EN~ ~~Y FEES RECE1VED
A
7D E~. 0 2 19~"4
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E~vc~I~v~~~ S AGREE~i~~v"ir~~.JMB+ ~It ~ ~ ~f
~~OKANE cOuNTr EraGIt~EF-R
`I1iis agrecment betwccn Spokarie Corittty anci f LILI C~~ 4W
-II18f11C a Cf5{311)
wtiose interest in #Iie project is ~'.eo-A) &9-
i. .o iter, a cE11, cic.}
is entered iiito tl1is c~ay of ~~/~~~~~•~~9.70e. Titis agreeinent is applic-tiiaie to ~~ie project
krjown as:
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Flnicci~fir~~cnan t n mnf sct '
`Ilsat the individuals anci pi-krties narned hereirt as liavirig att in#erest in ttic above described prnperty or
pTojcct agrce to the follnwing:
l. Reimburse Spokane Corjiily for project re►ricw and riispcction fees as speciCed ill
Cliapter 9,14 of ilie Spnkane County Code. rMe Fees witl bc based onacttital salary
ccasts incryrrecl b}r Spok an c Coii n ty f4r project revsews a n cl / ar i n spectio iis ;lILis a ten
percent aclniiiiistrittive ctxarge, and will Iie biltcd tiioialltily as iiccrue c.f. Any firlay
billirtig arnotjt►ls, to iiiclucle aity Iate fees ar any othcr expc~~ses isYCtiirrecj In ilie
collection of an overc.lEte acr:otint rntist be paid prios to tlie Corinly's, acceptiince of
[ile project fc~f filirig, _
2. `flic undersigitied ngrces tltial tliese fccs are disc ancf pay+able tipc3ri receipt of tlie
tiilling as specificd above.
~
3. Any invoices no# paid vvilliiiti 30 days of the iatvoice date will be subjec#ed to a 1ate
fee cltarge oF M pcr inontll (12% per }rear) On tlIe Llilpai(i balancc af tize accoulst
anci ariy acCI-«cci liite fce cl3arges. In additian, if any atits#aaicllng fialance nrs tlie
accouiit for ttxis lirajeci is rjot pa[ci witlifn 30 days of ilie ~~ivoicc i.fatc, no fiirtl3ei
rcviews of the project cJOCuIIiCi3ts Wil~ ~c cnndtietcd u«ti] tlxe eritire accotint balasacc:
is paid. Any balaaicc on titc acc.otiJit for ttiis liroject not paid wititiii 65 days af ttie
invaice date iiiay restrlt in 1egal act$oxx or tktie initation af atl3er callection pruce(l4lges,
ijlClkxLlillg rcfCM1 Icx a cnlleclion agency. Ilie Spnnsor will he 1iable for any aitd all
cxpenses inctirreci liy lfie Co►tiity for tlte collcctioti o€ ouercit,e accorittts.
4. 'fl1e 171017tl1Iy bllIlng ShC}uld be sCflt tCl tilC ~~~entlClfl []f: NAIIr1 E: zq7~- y ""Ouc~
ADDRrsS: vo s-
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r x:ttidcrs(ar)(I liiat failurc tcy pay tllesc fees i-xtay restalt In deIay irt cnriipletiori or approval of ilic project or
otttier possil)[e sanclions.
P_~_ If lliis Fee agreenYCiYt is coniplctcc{ by saiticane nlhcr iliaii [lre Sponsar (t.e., tile _
project owncr or aprincipal itz tlie farrit spunsorijig llic projec.t~, srsclr as llxc rsigifieer
clesigrtiir-ig titc prc}ject, tltien writtert at,ttinrizatic)ri fro=it tlie Sponsor specirlcnlly
aiiil«rizing tire A6eiit ti) exl6cute tliis Fee - Agreeiiieii# ~al ticliccl to this Fee
Agr~ement,
T~r~~~u~-r r y
~
(PRIh1T NAME,)
fl,ETi7HN YEI.I,OW C[]C'Y TO S1'O[{ANL~ COUN'-- ~'Y Le~CENEI:RS ~C1~~[lagrt~i3►cLs.Icc 8j~~JQ3 - ------;J -
~~r rtn~~ s4~,•-•.~„~~•,• Cnr►Inno W11 40?fiO-01711 (509) 456-3600 fA?C (509) 956•47I5
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Hahn Engineenng, Inc.
North 8623 Division Street a Suite B
Spokane, Washington 99208
(509) 467-1550
FAX (509) 467-8189
December 29, 1994
Mr. Chris Reich
Spokane County Building Dept.
Public Works Building
W. 1026 Broadway
Spokane, WA 99260
RE: ARRINGTON SHORT PLAT 925
Dear Chris:
Please find enclosed two copies of the revised Drainage Plan and
Addendum #1 to the calculations with respect to the above-noted
project and the original redline with your cover letter
addressing your concerns.
We have made the corrections pursuant to your request and as
noted on the plans and are submitting for your final approval.
Please contact me if you should have any questions.
Thank you. Very truly yours,
HAHN ENGINEERING, INC.
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Randell G. Hahn, P.E. .
President
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N. 8623 "B" I}I-VISION ST.
. SPOKA~'E, WASHIh{~"ION 99208
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The designed location for the 208 ponci within the R.O.W. for Farweli Road kili have a major impact upon an existing
driveua3T and landscaping of the propei•y owner. The pond has
bezn rpdesigned and relocated from the Northeast corner of**
the iniersection of Farwell Road and Ntorton Street to the
tiTor thcczs i co_rner to accomodat ed for these exi s t ing
conditions. Tne approved plans and drainaoe report have
• beEn modified to a1'Low-for these rFvisions DESIG\ :tOiIFliAiIOIN:
'Lhe 203 rond has been resizea te 11'x6V (uottom su,f'ace
area o~ 737 S.F.) to accoaioc'~«te -t;ie .2C8.'requirements. '►ie
pOriC'c ;vi I 1 iIICOI'pOtai.e iw0 (2) typz drvwel iS i0i
discharoz drainage. ihe cuiver t at the intersec'Lion
crossing Aiorton Street wili ilocv to t;~e west into the new
208 rond. Tne cuivzrt is designed at a 20,o' gracte and will
-;ian~Cl e a ~ low of' 4.0 c~ s, -i;~e rur~o#'f f rom ~i~e iasi iiZ oi'
ikiorton Street is 'calcuiated a'L 0.3 ezs so thz culvert is
nio.•e than saiiSli3CLOI'y. '1'he veiocity of 'L hz cu3vzrt at a
i lo►~ 01 0 .3 cis h a s b e e n caicula~e; _at 2.2 rps so ~he rip-
s•ap paa Zas heen zl iininated: k;aLL rL0;1' CALCULATIO`ZS AFtE FJP
Ti~E -30 ;R. SlOn1t)
The pond ilas a caFaci ty ol' approximate,iy 2200 .0-F wi tn a detai:Ling requirement of 35O0C.71 ror a Factor ot' Safe_t3 of 4.5
be1'ore antir ovzrfiou of runof'f: Ttie pcind will bz Ioca-ted
wi thin a 15' x80 ~ drainage easement as showin on the drainage
and r o adway p I ans .
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1he ciesigned location for the 208 pond within the R.O.W. for
r'arwel 1 Road wri 1 1 have a ma jor inipact upon an exi s t ing driveway and landscaping of the propery owner. The pond has
been redesigned and reiocated L'rom the Nortlieast corner of the in'Lersection of F'arwell Road and Morton Street to the
Nocthwest cOrner to accomodated #'or 'Lhese existing conditions. The approved plans and draina(re report have
been modi#'ied to aliow for -these revisions Dr.SIGN l4GDtFICAiI01:
The 208 Pond has been res-Lzeci te 1 1' xG i' k'uo 'Ltom sui•.f'ace
area of 737 S.F. ) to accomoetate -the 20$ requirements. ihe
po.nd cvi 1 1 incorporat~ 'two (2) type "B" drywel 1 s I-or
discharoz drainage. The culverti ai the intersec'Lion
crossing Niorton Street wi 11 f Iocv to the wes-t into the new
203 Pond. The culvert is designed at a 2% grade ancl will
handl e a f 1 ow of 4.0 c#'s, ihe runof f f rom -tne East 1/ 2 ol'
itilorton Street is calculated at 0.:3 ez"s so the culvert is
mare than sa-tzsiiaciory. 'l,he velacity of the culvert at a
r loiv of 0.3 cis has been ca'Lculated at 2.2 f'ps so the rip-
rap paci has been zl iminated: (ALL FLOW CALCULArj"TONS aRE FOR
I-IIE 50 YR. STORM) .
The pand has a capaci ty ol' approxiniately 2200 CF :vi th a
defiaining requii•ement of 50OCP for a Factor of Saf'zty of 4.5
bef'ore any overf'low 01' runof'f. . The pond wil l be located
cvithin a 15'x$0' drainage easement as shown on t-he drainage
and roadw=ay plans.
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~ci 1 Conser~ation Serv.ice
- G ESx GN W~ RKS ~ ET _
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So.i l Conservatiun Service ~
ULESIGN WORKSHcE7 -
TOr
Circular Section
pTePaTed f Q r
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- sruKANE CouN-r~", WASHINu-roi,~
UG:Signe:- - JwP chec,:er
Dat2 = 12/09/94 Date -
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OFFICE OF THE COLti'T'Y ENGINEER • - A DIVISION OF THE PUBLIC tiVORKS DEPARTME:\? Ronald C. Hormann, P.E., County Engineer . Dennis M. Scott, P.E., Director
- December 19, 1994 Jim Preble, P.E. .
10111 W. Melville Road _
Cheney, WA 99004
RE: Short Plat 925 - Arrington Property Dear Jim:
A review of the revised drainage plan has been accomplished. The foilowing items -
need to be addressed before finalization. Please submit the legal description of the
proposed off-site drainage easement and a copy of the recorded property deed so that
our right-of-way department can prepare an easement.
~
The other item that needs to be addressed is the elevations associated with the pond.
The elevations you have proposed will not meet the 3:1 side-slopes required adjacent
- to the road. It-appears the reason ihe pond bottom is so low is because of the culvert .
invert elevation. Please revise these elevations to meet the 3:1 slopes off of the road.
<,lf you have any questions, feel free to call.
<
: Very truly yours,
Ronald C. Hormann, P.E.
Spokane County Engineer
•..-ti L:• L~-
Christopher J. Reich, E.1.T. - Assistant Plan Review Engineer
cc: Project File, SP 925
• . - . ,
1994 l1';
• . . ' .~~~~~x:~z:s
W.1026 Broadway Ave. Spokane, IMA 99260=0170 (509) 456-3600 FAX (509) 4564715
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OF PUBUV ~~~ENT
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OR-G NAL
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F _ ~ETUR1V TO Cti.li,lN1 i ENGkl'M~EIR
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Hahn Engineering, Incdl
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Thz subject project is located in Section 19, Township
. 25 North, Range 45 East, W.M. in the county of Spokane,
ji State of ►`ashington. rl"he exisfiing site contains
approkiwately 2.5G acres that is currentiy being used as a
nu: sery. ihe si te is fiat iyi Lh an approximate slope of one
/'0* i i D►ii i.i 2 SOU t-hC'aS t2I' iy pOI' t1011 Oi the pro j ect ~oivards
LIie NOI'ii1weSt. iil'2 SUiiS aI'2 C1itSS11 i2Ci 21S GdF'i iSiOJI by -the
S.C.S. manual ,or Spo~ane County.
ir,c Si ic :s 5Ui :iereCi on ti12 Sou'tIl 'Jy 4iii :1VC, by opEn SpdCe
to the E3S i ai1Ci `Ot' tli, ix1iC~ Dv SII'i€; i Z i al'il1 i;y Giv2i 1 LIIaS to iiie
E S "L .
-.PRvrGS .D i;EVL1:02.Mr.-`NT:
1'iie sitp is pi•opuse(; 'o be ~:2veloped in~o .~~ur
tracts t+i ~i1 a lilaxllilliiu ai'?a OI 0.81 ACi 2S t0 milllIIliAIS1 Oi
0 .i4 'ACiCS. iile i;';O k 4. 1 J01111`1zi'ly i:iuL' ts :vZ i! be aCC2sS2Ci
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Oii 7i ~tii :~YC. i.ii ~he i.~:'0 kL) ,Nori.~lt~I'i~ i.I'aC~S being
'ti C: ceJ J Z Q i J , - v t 1 f G p1 opv J el.t t C n$ 1 o11 U 1' JrlA -1 ve. i i12 J 1 Le .1 S
lit Lllc aqiijli:I' S2i1$1111%e I'Ea-1Qi1 SO a 208 pOnCt SS deSloil2Clt
iGi' Iiie i'iii"iCii ~a Qul ~iie fii't~pUSECi -X-~ei151vIi Ui .~ii Q. 1've.
CONLLI:J iU
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CIS. i0i ific iv ~%E.'aI' SiGI'~]' USIr'ig Liie i C;.litiilai IllEiiiOu.
"C" :'actor uszd :s 0.36 uaseQ LLpUII. L11C cc;riposii,. tactor fo;
'Lhe exis tino iGpoorap~~;y ~sza S~12Ct :~-2 '~i~e "C" fac tcr
used l'or i1he t'ieve I opeu conuition is U.LJ- xoi• tlZe singlz
family ci;4eliings proposed ior ~►1e tracts based upon the
ai•ea, 'Lhe "C" i ac tor l'or the proposed roadway is 0. 9, Zj12
dzveloped rujiof'1 usinb this data is 2.4E cfs. for the 10
Vear s LOi IIl i or a u2ci 2d5e in t•unoi f v.-i-i Ci S. Thz;'Zi orz s"lo
cietention or ,etention is r•equired L'or ti,is project..
iiiC i'Ui10i i i i-Olil ti1c pi'UpO5eu i 03(:wa~`' wI li b2 C1Tc11IlZti
ir,to -120E 'poyid5 iocateet to the tior i-1--i k'Pond "A" j and South
~POl1G UI ti 2PI'OE70S2U i:j:; Gi a; :_-~ve. ite3i :iie Edji:~'.i'ij~
pI'UNei i 1i12 Gi t-i1e pI'O jeC i. lile i U11oi'i CI1 SCil"a1'geG'
i i O!4 tY12 208" pOI1Cl Vlcl a iyp2 ".i" Ciiyi';cI i.
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OFFICIAL PUBLIC DUCUMENT
SPOKANE COUNIY ENGlNEER'S'OFFICE
0 R PROJECT 9 qcAL
.
SUBMITTAI. # ~
RETURN TO CQUNTY ENGINEEP,
v.i~. i N ys. 73 i ~'t. E: x„-' v r. i
MAY 26 , 1994
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STTE CONDITIOtiiS:
Th2 subj'zct project is located in Section 19, Township
25 Nortn, Range 45 East, W.M. in the county oi Spokane,
State of "Vasnington. ihe existing site contains
approkimaLzl~- 2.56 ac~es tha~ is clit•rently being used as a
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slopcs. , .i~•cl~• drained wil; iori...., .u cl..ii:il ~ 1 i tu ,~'crr ~rs~~lic lo..m i; C. . :l-9..---.` .,S 10 3:i ' 1U ;o •~U . so S ~ 10 ' t~. ~'1~ ~ U. UG 'o ~ , ; G:trrison cr:ttcli~•!o::u.:i iu'_'~pcrc~:~t ~ out~~;;s'~ i~in[cri:il iro~: a ratl.te :~cii1, ~?s to L'~ ~:uid,~;ra~•cl, auc! - G iu ' ~:lopc~. ~ i`nCU~:s parent roc=:; i::•::rir lc^r~•i to :s~at?• ~ ~ col~lilCStoi~e5. ' ! . to 0. l; 0. G[o 7. 3; Locc ------I(i_
~ c~:•:i~cly =1oj;in; tcrr.:rc:. ~:rpili iu :::~x;urc oi , ' ~ . _ , :.~nQ. gra~~cl, and rin~~:r-tancs r:r.:;es ::o~n ~ , i . . ! , I
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l~crccn~ ~lo,~cs. ~ ~ `De rl:icc latirr is _:o:.c. ! ' ' ! ' ; ~ . , : . ~ . . . , I ~ , _ , _ ' , ~ _ ' ' \~?-CL._ .1-_.__.._ SO tn 93 ~ i~ to 9:i GO to S~ 9. S to i (1.1 r [o U.'~U . ' ~ _ , . . •r . , ~ : - , . - 1 ri ~ : • ~ 1~.r~~ C::t::.~:~i '~~119 ~ tU r~ ~ . , , Ilrurosc'ilt la^.u,.Q,uauerre~~t iopc.. ~'~rr Irc~, cuctGu;n tc:::~~.r... . '..dt lo::m----------- • ~ . i :
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SP~'~E ~U~' EN
ORGINAL
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PRO.SECT# ~
SUBf~iTTAL
~ETURN ro CoUNV ENGINEER ,
xAW EN~~N-EERrNG ~
N. 8623 llI3
rjlP DZ Y ISiIVl7 STi
.7POKA1'1E, I4AJ17ING1V!'i 99200
467-1550
SITE CONDITIONS:
The subject project is located in Section 19, Township
2-3 North, Range 45 East, W.M. in the county of Spokane,
State of'tiVashington. The existing site contains
approximately 2.55 acres that is currently being used as a
nursery. The site is flat cvith an approximate slope of one
(i) % f'rom the Southeasterly portion of the project towards
. the Northwest. 'Lhe soils are classiiied as Garrision by the
S.C.S. manual for Spokane Coun-t3T. -
The s.ite is bordered on the Sou-th by I"tth Ave, by open space
ta the East and North, anG by sir,gle family ciwellings to the
ivest.
PRGFOSED DEVELOPNtENT:
The si te is p, uposed to be developed into four (4)
tracts with a maxinium, area of 0.81 Acres to minimum of
0.44 Acres. The two (2) Sautherly Lracts will be accessed
off of 4ty Ave. with the two (2) tiortherly tracts being
accessed by the praposeu exLer~sion oi' 3rd Ave. The site is
in the aquif'er sensi Live region so a"208" pond is designed
f'or the runoff f ranl 'Lhe proposed ext-e.-nsio.n o:t' 'Ord. ave.
CO\CLUS ION:
The existing ruiio.t'i' fi•om 'Lhe site is calcula-ted as 2.92
cfs. f'or the i0 year storm using the rational method, the
"C" factor used is 0.36 based upon zhe composite E'actor for
the existing topography (see shee'L A-2). The "C" factor
used f'or the developea condition is 0.25 for the single
family dwellings proposed for the tracts based upon the
area, the "C" factor f'or the proposed roadway is 0.9, the
developed runoff using this data is 2.48 cfs. for the 10
year storm i or a decrease in r•uriof f 0.44 cf s. Theref ore no
detention or reteztion is required for this project.
The runoff from the proposed roadway wi13 be drained
into "208" ponds located to the North (Pond "A") and South
(Pond "B") of the proposed R/W of 3rd Ave. near the Easterly
proper ty 1 ine of the pro j ect . The runof f wi 1 1 di schai•ged
f rom the "208" pond via a Type "A" drywe11.
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EOWS7RTNG PIETF-i0D (TEN YEAR S70RM DESIGN ) PROJECT: GU7NN
DETENTION BHSIN DE51GN GRSTN = E::ISTIIIG
FZEV I EWcFt = .7WP
NUMBER OF DRYWELLS PROPOSED DATE= 25-May-94
0 Single ( t.yp 0 Double ( type Q)
7ota1 Area ( calc (see H1 2.56
7ime of Conc.( ca'Lc.) ( 5ee H1 5.00
Composite "C" ( calc (see M1 0.36
Time of Conc.( min ) 5.00 Area ( Acres ) 2.56
C' Factor 0.3591796 Tmparvious Area ( sq . ft.) 0
volume P'•t-oviued 0 '
Outf low ( cfs ) 0
A i- ea * C" Factor 0.92
2 #4 #5 #6 # 7
"I"i rne- Time :[ntensity 0 dev. V i.n Vout Sturage
~tc .
t r~a.~~. ) (sec. ) ~ 111.i`i'ir. ) (cfs) ;cu. fi._ } (cu. 1-4.. j tcu. f4-.. )
~ ~11 119 C~.`~0 ~ C tt..'i ~ (Lutf.%~+rG ) (#J"'#6)
--,.._..._...._~._.~.~__~e_.._.r~._....~~_........_._~.-._..~.~..__.~__ ._..._~~W~=r._~...._~~~..__r....~.._.r._.~=~Y.__..._._.._......~~
5.00 "3" 0 0 . 0 0 ~.18 ~2.92, 1175 0.00 1175
300 3.18 ~.9 2 1175 G 1 17 5
10 oUG Z, 2', 4 f, 1446 0 14 4(S
:l5 qlUo 1.77 :j. .63 1631 0 10-51
2 C) 1200 .l . J. . ..7 ..J 1736 U 17 3 6
z-GG 1.2L :l. . 1~. 1782 G 1782
30 1800 z .04 - 0.196 13119 0 1819
35 2100 0.91 0.34 1843 0 1843
40 2400 0.82 0.75 1886 4 1886
45 2700 0.74 0.68 1907 G 1907
50 3000 0.68 0.63 1940 0 1940
55 3300 0.64 0_59 2002 . 0 2002
60 3600 0.51 0.56 2076 a 20; U
65 3900 0,60 0.55 2208 0 2208
70 4200 0.53 0. 5-,:; 2294 0 22'94
75 4500 0.5E 0. 51 2370 0 2370
80 4800 0. 5~ 0.49 2389 0 2389
a5 5100 0.52 0.48 2487 0 2487
90 5400 0.50 0.46 2530 G 2530
95 5700 0.49 0_45 2614 0 2614
100 6000 0.48 0.44 2693 0 2693
DRATNAGE POND CALCULATTONS
Required grassy swale pond storage volume
= Impervious Area x.5 Yn./ 12 in./ft. = 0 cu. ft.
Grassy jwale pond volume provided = 0 cU. ft.
DRYWCLL REQUIREMENTS - 10 YEAR DESIGN STQRM
Maximum storage rzquired by Bowstring = 2693 cu_ fit.
,n - Z
TIME OF CGNCENTRA -11-ION ( mi -riut.es )
Tc (overland) 7c ( gutter ) Areas
Ct ~ 0.15 L2 = u 6 P`'"' 0. 52 . 0.50
L1 - 0 t3L n65 0.23 0.90
L1( A) = 675 Z2 = 0 1 .81 0.25
N(A) - 0.4. 5= n 0:00•' 0.00
5( A) - 1. -D n J 0.00 0.00
s 0 0.00 0.00
Tc (A) 3.99 u - 0 0.00 0.00
Tctal H Comp "C"
L.;l( B j= 0 Tc (gu ) = 0.00 2.56 0.36
N(B) - 0 Tc( Fl+B) = ~_9 9
S(B) 0 Q-C*x ~A= 2.92
Tc(tot.) 5.00 Q(est. 0.00
1'c ( G) = 0.0 T ritensity 3. 28
Tw ( total )='Tu t ~,./er.tarid j-E- Tc ( gu-IL-.ter)
Zc ( over land )
-
0.15
L1 = L.eng'rh, of Ovey-.1anc! Flo« -
iy =friction factrr of ovzrldnd 'flow (.4 fo-i- averaye gra5s cGVe)- )
S= average slope o l: ove~-land f lc.,w
Tc ( 9 ut -1C ci" ) = L..:rr►ca( f t . ) /Ue, i.:,c it_y ( ft . rsvC . )/E,(7
8 =Bottom width o i gutLer or ditc:h
Li _invarse of crGsu slope ore~ of ditch
Z2 ~ inverse of cross slope two ofi ditch
d= dzp-th o l' flow ir, yut~.ar, ( wstimate, cl'-iec k e5timate vi i ~h F ].ow )
,rea = d*B-+-d-2/2*( 71+Z2 ) .
We*'-.'L-.ed pera.meter = 8=rd+( ~/sin( atn( 1.i-L7-1 ))r1/si,-,( ati-,( 1: L~ )
1 i
I°iydraulic Rauius = R= Area/t,letted Pei-imeteY-
Ue.locxty = 1.4S6/n*1R-.057=i11s~.5
Flow = velocity*Hrea
n = 0.016 for asphalt
s= longitudi. nal slope of guttar
COWSTRING METI-i0D (TEN YEAR 57'ORM UESXGN ) PR0.7ECT = QUINN
DETENTION BASIN DESIGN C3ASIN = UEVCLOP'ED
R`UYEWER= .7WP
NUMBER OF DRYWELLS PR0P05ED GATE : 25-May-94
2 SLn9le (typ 0 Gouble (type B)
Total Arca ~ calc (see I-i1 2.56
T'irne of Conc. ( calc . ) (see H1 5.08
Camoosite "C" ( calc (see H1 0.31
Time of Coi-ic. (min) 5.08
AY-ea ( AC1"es ) 2 ...-i6
C' Factor 0 .~05II5 9' Trnperviou~ ea ~ sa. ft . j 9360
Vulutil2 P•i uviCi'-~G' GC) - .,uutflow ( Cfsj 0.6
i i i i c3 L; " F c`2- G i. o1- 0.78
43 i+ 4 45 #b # %
"rime Ti.rne Intensity 0 dev. v ir V aut Sto•rage
Ir~c. I ric.
~ ii i i '11 . Z ( s eC; . ) ~ 1 3`i . i. `i' s G u . f±'. i,U . ft . } ( L: U f
-~t6 )
~ 1)~;60 Out'i .*#2) ( #t5
5.08 304.73 3_ 31- 7 2_48 1012 182.84 82,-;)
r.J ..-li L} o ~i . .l 2.49 1001 180 021
L 0 6 U 0 2.24 1 _ 7 ~ i E., 0 4
.L E, 54LI
20 1 %0V 1.45 1 _14 1460 720 760
25 1 SOC) 1 0 . 9 U C,~ 6 19
~`.~5
0 1800 1.04
35 2100 01.91 0.71 i5,70 1260 10
40 2400 0 _ 02 0.64 2607 1440 161
45 2700 0.74 0.58 1624 1620 4
~.4u
50 3000 . b8 0 _ 5.:: 1652 1800
55 3300 0.64 - 0.50 1706 1980 --2 7 ir
GC) 3 bOG J.CIS Z 0.48 1769 2160 -:9 1
05 3900 C_ 60 0.47 1 881 2340 °459
70 4200 0.58 0.4J 1954 2520 75 4S00 0.56 0.44 2019 Z i OG ---681
•-•`-i45
80 4800 0_ 53 0.41 21103S 2880
--9~2
85 5100 0.52 0.41 2119 3060
90 5400 0_ 50 0.319 2155 3240 -1085
95 5700 0.49 0.38 2227 3420 -1193
100 6000 0.48 0.38 2294 3600 -1306
DRAINAGE POND CALCULATIONS
F;equired grassy swale pond storage volume
= Imp2rvious area x .5 i n./ 12 i n./fit.= 390 cu _ f t- .
Grassy swdle pond volume provided = 400 cu. ft .
uRYWELL REQUIREMENTS 10 YEAR DESIGN STORiYI
Maximum storage requir2d by Bowstring = 874 cu. ft.
~
TTIIE OF CGNCENTRATION ( mi nu t-2s )
Tc ( overlanu ) Tc ( gutter ) Areds "C"
Ct = 0.15 Lz = 1SG 2.34 . 0.25
Z1 - ~ 0.22 0.90
L1( A ) = - Soo z~ _ so 0.00 0.00
N(a) = 0.4 B= 0 a:OaV 0.00
5(a) = 1.3 ri - 0.016 0.00 0.00
s - 0.006 0.00 0.00
TC (A) O _ Z23r , u .00 0.00
To a J. A t; o nl p"C"
L 1(8) = G Tc ~gu j= 1.75
0 .3 i
iv( j G Tc( a-s-B 3.~~
S(G) = a Q=c=,2.48
Tc( "Clo't . ) 5.03 Q( est . ) = 2.49
( - 0.0 In~enWity 3.17
1i C( O L' u•r I a t-i ~-"r TC ( gu i:. ter~
l"c ( uver'.Ldnd) - Ct3'( L1*-N1S-G .5 )~G .6 )
C 11:, 0.15
-
L2 = Lengtl'-l ox Over tafid F1ow
N = 1'i"iC"k--iOTI TdCt:.oi Of GVei iail'~i flOW ( .4 fOl" r.'~Ve'i dgC: grass C0vei j
S= average slope of over laiid f low
Tc ( gu t.te ~r } = Length (f t. )/uelocity ( ft . /sec. 60
B= Bottom width of gutter or d.itch .
Z1 = inversz of cross slope one a-F uitch
Z2 = i nverse J i ~.,1"OSa SlOpz tW0 G1' G1tCh
d= depth af f low in Cui~~~~~ (~stima ~e, chec r: e;t-imate wi ~ h F.low ) -
Area = d*B+d"2/2*( Z1+Z?_ j
Wetted Ferimetter = G;i<u-r( 1/sin~ at-ii( 1f7_1 ))+l/s:Ln( a-r~( 1/z2
Hyc;raulic Radius = R = Area/We~ted Perimeter
Veloc,i t-y = 1 . 486/n*R-.667 .=5-.5
Flow = Velocity*Area
n = 0.016 for asphalt
s= longitudinal slope of gutt2r
30WS7'RING I`1ETri0D (TEN YEF1R STORM DESIGN ) PROJECT : GUINN _
DETENTION BASIN DESIGN BASIN- HALFSTFEET
REVTEWER= JWP
NUMBER Or DRYWELLS PROPOSED DA'f E: 25-May--94
1 5i ngle (typ 0 Double ( type 8)
To'Cdl Area (calc.) (see H1 0.11
Time of Conc.( calc.) (see H1 5.00
Composita "C" (calc . ) (see H1 0.90
Time of Conc.( mi n) 5.00
Fi t-ea (Acr es ) 0.11
C` F= acto r 0.9
Impervious Area ( sq . -Ft. ) 4680
Volune Provided 200 Gu:, fluw ( cfs ) 0.3
Ca C 17 a ~:-t~.l.ii 0.10
#~1 3t2 #4 #5 #6
Time Time :Lntensity Q uev. V in V out Jtorase
T i1c. I 1lC .
~min_ ) Csec. ) (in./hr. ) Ccfs j Ccu. Tt. )(cu. ft. ) Ccu. Tt. )
t ~ ZT~o ) ( r~:~c=~~t~ ) (outf .*-#z ) (#5-#h )
5.00 ^ 300.00 3.18 ~ 0.31 9 127 90 . 00 37
j
~ ~o0
3.13 0.31 12 ; 90 37
~ Q 600 0.22 15 ~ is0 •24
1J 900 1.7/' 0.15 176 270 -94
1,100 ~ _4c 0.14 18-7 ~;60 -i
25 1500 1_21 ' 0.12 192 450 -258
30 1800 1.04 0.10 196 540 -30 44
35 c100 0.91 0.09 198 630 --432
40 2400 0.82 0_08 20~ 720 -517
45 2700 0.74 0.07 205 810 -605
50 3G00 0.68 0.07 209 900 -691
JJ 3300 0.64 0.06 216 990 -774
00 3600 0_ 61 0_ Q6 224 1080 ' -856
65 ~904 0.60 0_ U6 2~8 1170 -932
70 4200 0.58 0.06 247 1260 -1013
75 4500 0.56 0.06 2S5 1350 -1095
80 4800 O. 53 0.05 257 1440 -1183
85 5100 0.52 0. 05 268 1530 -1202
90 5400 0.50 0.05 272 1620 -1348
95 5700 0.49 0.05 281 1710 -1429
100 6000 0.48 0.05 290 1800 -1510
DRAINAGE POND CALCULATTONS
Required grassy swale pond storage volume
= Tmpervious Area x .5 i n./ 12 i n./ft 195 cu. f t-.
Grassy swale pond volume provideci = 200 cu. fit.
DRYWELL REQUTREMENTS - 10 YEAR DESxGN S70RM
Maximum storage required by Bowstring = 37 cu. ft.
,.r.~~E OF ~ONc.E'NTc: ;TION (mi.nutes)
1-L ~ u'v e .~i a nd ) 'Fc ( co Lit i. El i is El s
l, t 9 G
L1 V.o U 0.100
i_ _t i: Cl Cf:'1 C`I . ;J
-
~ _ ~ ~ . ~ - . ' i 1 1 0 . C, 00 00
~ ~ ~ ~ f ' 4 r '..e =.l " 'J . ~ ~ . CJ . a.! O ~i . V l
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L
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e Y ~ I.L l.. L- 1 U f I fc'1 Ctor" of w,' c: tct 11 C:l .~aw Fu 1' c:A':.. ! ujs c. 'i ':N> S t. v V c: 'i" j
rs.v.:,'i Q>: ::..1upc a$ oVtil7'1al'iu i'J.ow
~ - ~ ::i ii ti i. 10 'c" Z, t i ij i:. 11 L v 0
NAOMi tAi1i:iLil UT gU'L'i-O','" UY d1LCii
v. • _l. I I 1~~ G I :.i '..i L. ! V~ i v ~ V j-.i L": l.J ~I ~ ri L~ l.l t l.: 1 i
V~ l; I V So S •J
-~i0:13 i.1) vi il i~W 11 ;jL.li:.t ,-''i" ..~o tii~ila i:.•?, C.ii:::CIt z:s i..i.ffi"cit c Wa.L i-i i~_i.+JW
~ , ~ a u'r' J .f u 2,00 ; z J. a A, a
.i - . ~ 1-- ~ . L. e 1 i.! r 11y J1. i _t ~ L i~ ~ 1 \ ~1 I i
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0 Gin fior aspha1 t
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'.~.aBi.~ G.-.~~•ief dESCra~~tio~~~ of soils nazd tli.e~r ~ , ~ ~ ~ ,
; ~ • 'Classific~l110I1-CO11UIlIlQCI~ Ycrccntcigf: pc~sglpo ~1G1'l'- I , ~ ~ ~ ~
! ~ Classification ~ ~ ~ :leailablc ~ 1)eptl~ ' , j 1'crmcabilit~~~ u•ltcr Reaction Di i eaction Di;pcrsion { tili►•
~ . , ~Iap ~ ~oi! namc ; Descript.ion of ~oil and ~itc from ; \o. 4 \a. 10 ~o, 200- capacit•r (1:~ dilution) • ~~•nibol ~ surface ~ i lini6e<l :1:1tiH0 (4.7 m~n.) (2.0 mm.) (O.Oi~ dilntiou)
~ ~ L~D~ fCXfUCe ~ ~ Allll. . ~ ~
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~ ~ ~ ' ln.1krhr. !n, prr i~t. oJBOif pfl i In. Prl ~ 1 t
v ~ c' " . . ^ ~ I DsC Dr;i,oon ston} .~lt loam, 0 to a0 percent ~,~milar to Dragoon ;ilt loain, 0 to ~0 percent~ : slo e~. slopes, c~ce t that t~k~e surfacc la~~cr is ston3•. ! 1
~ P . P DsD Dra,oon ston}• ~il't loa~n, 30 to 5~ pcr-
cent slopes. • ~ I
DvD Dr~~oon ~~er ~ rock~- com ~lc~ 20 to ~5 llr;~~oon art~ similar co nr~~oon S1IG IUflill 0 to , a y . 1 r a n > ~ R p e r c c n t s l o p e:. ! 3 U p e r c e n t ~ l o p e~, e x c e p t t l i a t d e p t h t o b e d- ? ` . . i E 1 . ~
~ roc k range~ from 1 ~ to ? 0 inc he,. P,or k out- ~ ! , ! cro >>urluded i►1 thi. com lcx. ~ ~ `
~ 1 P ~ ~ ~ ( - ~ ~ t L a-~ - so c ; ~ - ~ , _ I~-C S~ t~o o ~ GO to U Q. S to 5 0.1 ~ ta 0. _U G. ] to G. ~ Il i; 1 to G. 5 31igh Lov
Ek8 I~loiktt;ilt loant; 0 to 30 percent :lolms. ~~[edium-tcstured, ~rell-drained soil formecl from ~ U to ;ilc lo:~m_ ' ~ ~ ! ~ ~ ~ lacial till cont~iuiuL a lar~e amount~ of ~•ol- i ' S~I________' to S:i ~-10 to SO 3a to ~0 0, S to ~ 0. l'? fo 0. 1~ G. 1 to G. G 1[i _ , ~ ~ o f i f 1 to G. G I[ig1i-------i Lot
, canic :~sli in the suriace ]a~•er; i~nderlaiu b~• to 4~ Gr:i~~ellv loa►n_______ ~ I , . . . , ~ grarel at clepth of 30 to fi0 inrhe~: occupies to 53 ~'er~• o:i~-eU}• sand~• ; ; G11___..___ :1-2_____. 3U to GO 2Q to :~0 ~i ta 1:~ a. 0 to' 10. 0 0. OG to 0. 0~ ~ G. 1 o i. :i 1~1i E t 1 to 7. :i
~ llll(~lllAtlll~, mor~iuelike topo~rlph~•. . lo;~m. i I Gl'________ :l-]_.____ to •~a 11) to 2Q ~l to a ~1(l 0. 0~ to 0. lll~ ; G. G to "r. 3 lIi G to 'r. 3 II iqrti T.o-..
i ~ ~3 to fi0 Gra~-el_____________ ~ + ` ; i i ; . , ~ ' f
E:C Eloik~ ~'err ston~' ~ilt~ lonni, 0 to 30 per- ' Simil;~r to ~loika:ilt lo1m, 0 ~0 20 perrcnt.lope:; i + „ ~ i ' , c~~it.lopes, escel~t~ that ther a;c~ rcr~- ston~• ihrou~hout~. , , , ~ ~
EID ~loika ~•er~• stou~• ~ilt• loam 30 io ~ ~ ! S I ~ i , percent ;lope:. ~ ~ ~ ~ ' ' ~ I ~ . 4 f ~
. ~ 1 L- 'L _ ~la 1010~) ~ '10 to lU0 ! t ~ . ' ~ ) ~ c .I G___ _ ; )0 o9a O.S to _.,i n.lrto0._( ~.,,to~.0 ]I~ ; S to 9. 0 Ili:;li------- ! T.c,•.
Em y Emdcut silt loam. 1Cedium-tesiured; sou~e~~•l~at poarl~• drained, 0 ro^G ~~lt lo;im____.______ ~ ~ ~ ` • • ~ ~ ~ ~ alkaline soil formed iu ;lllurium froni calcar- ~ 3--4_.___.. :~:i t~~ 1('IQ ;~lU to 104 GQ io ~0 U. S to 'l ~ 1 IIT,-------- 0, 1 i to 0. :1 , ~1 fo S. I~ ~ 4 to S. 11ocl~~r•:itc---I T.~,I
' cous ~il't, rolc:llllC :~h; ,iud ciiatonice; depth ?G tu ~l 1"c•r~• fi1~c ::~ndr ~ ; ~ to t~'atei' i:1hIC f~ilCi~i:ltzS fl'011111~;1r tiie surf~ce loaiu. ~ ! 1 - ~ c c ' ~ ~ - ~ ► ~ - ~
~ • Cl.,,------, :1-fi_.---- !1:~ l0100 .i0 io J., S~~ to ~0 0. fo 0. S; U.1 ~ to 0. _i. , u. G to 3 I.a ~ . t o a bou t• G f ec r. ~ 1 t o G O ~andr e l:~r lo~ m_ • ~ ~ G to i. 3 Low ~[n•
, : , ~ , _ , lIL-CL____~ _1-~____.~, 9~ to 3011 9~► to l00 S~) to 90 ? to 0. S~ Q.1~ to U. ?{1 ~ G. G to 7. o li~ r ~ ~ ~ c ! C' . ' ' ' ~ r d v ; F 1 ~ 1 ri S 1 1 c l ~ t I O,.~ i t. ~ t o _ l ~ p t~ r c r~ i t t 1 c r~~ d c e p; m o d c r a c c l~• c l l d r a~ n e c l u p l; i d._ o► l; 0 t o ti i l t l o a n i_______.___ ~ ; , ~ ~ 6 t0 7. 3 '-Mocici•:itr___ I.07.'
;lo ~e;. ~ ~ti•iili iuediuui-texturc•d;itrf;tce la~~er lncl n~edi- . ' , fi 4' ii:;~ 1 " ~ ' . 1 „ • - , ' ~ l ~ CL--------+ :1-G_-----; 'J~ to 10 . U tu 100 Sl) to 90 C0. l. l+ ta 0. _(1 G. G Eo '3 ,a F~~~ ~ FllC111111 _lIt lOll1~, a to _Q p~rc~nt ~unorinoder~tel~-fit:c textw~ed~ul~soil;forroed io ~ilt}• cla~ loam______ ~ ' , , G Eo 3 Low Mc,•
~lopc~, .ercrelti• eroded. frovi ~ilt~ on rollii~g to liillr upland;. ' ~ ~ , FaC3 Frceman ;ilt lo~n7. 2U to ~0 ~crcent , ~ ~ . ' i
1 , ~ , ;lope~;; ;e~•erel~• erodecL ~ ~ . ~ ~ ; ; j ~
i ~ ~ ~ ~ i , ~ F,1, Fre~h ~~;~tet• mar~~~. ~h~llo~r. s«~am i:~rermifieut ~o~id~ and ' ~ . i - i , I~. , ] ~ ~ a
i frinoes around l;~ke: tl~:lt~ ha~•e :i fluctuatin; ; ~ ~ I i r• ~ I rcater t;ible. En;ineering dat:ti ~s :~ot ~►~•ei~, • I ~ ~
~ ns land t~~• c i~ foo ~•ari~ble. ~ ` ~ • . , , , :
, ; CI,________ :1-G______' 9~ to 100 ~10 to 100 ~JO to 95 0.? to 0. $ ~ 0. 1; to 0. 1G 6. G to i. 3 Lc GaG Garficicl ~ilt~• cl;~~• loam, 0 to 30 perce~~t~ 1"err cleep, ~rell-drained soil de~-eloped iit loc.s 0 to S Silcr cla~• loam______ ~ ; CI-i._______ .1-i_____.` ~J~ to 100 90 to 100 9[► to J~ 0. 0~ to 0. 2;~0. 1~ t~ 0. 1 ~ 6. G to 7. 3 I~c . . . . . G t i. 3 L n__ >Iot G to 7. 3
~ lope:, se~•ere lr erode d. on ridge tops ~nd kao bs ou t he ro lliu~ to hi l lc S to 2 3 ~i l«• e la}•_____._____ ~ 9~ to 100 9U to l0U 'JO to ~J~ 0. ~ to ~'E 0. 1 i to 0. ?0 G. G to i. 3 Lc . ~ , ~ GL-------- ~ l~ti• a• 1 am--- - I iipl;~ncl: ~u the Palou,e.,oil 1rea. _3 to GO t, el ~ o ; ~ . iif LSSJP~-- - ~c -
~ - • ~~1I_ 1.-~______ 6~ to S~ ~!0 io SO 3~ to ~0 0. S to ~ 0.12 to 0. l~ G. G to i. 3 l~I , . ti. ~ ~ G A Garrisfln avellc loam 0 to ~ ercent Gr~~•ellc mediiuu-iettumcl ~omen~l~;~t exce.- 0 to l~ C:ra~•elh• lo:~m_ _ ~ , G to i. 3 'Modcrste LoiA
~ ~ _p ~ ~ ! G1i________ :1.-?______ to G5 30 to 60 5 to 1~ i to 0 0. OS to 0. 10 G. G to 3 11 . s lopes. ` si~~e lS= drRine d ~oi l: foruic d in gra~•c i lc , l:~ci:~ l l~ to 4~ 4 ~~ert• grci~•c l lr loaui_ _ i ' ~ _ _ ?o to 3~ l0 to ?0 0 to 5 IO 0. 0~ fo 0. OG G. G fo fl ~ ~ ~ G1.______ i a 1____ > 3 G to 3 I-Modcr:itc___ Lov.
G; B G n r r i s o n ~ r a~• e ll~• l o~ m, ~ t o _ 0 p e r c e n t o t ~ t ~ r a s h m a t e i ri ~ l f r o u i n~•: t r i e t r o f a c i c l, 4~ t o G O C: u i d, ~ r a~• e l, a n d ; i i ~ lopes. ~~~~cous paren t roc k: on near l~• le~~e l io iuo d- co h b lcs ton es. ~ ' ; ; . G fo i. 3 IFIiah------- Lov.
~ cr,~telc sloping terraces; depth to misuire of j ' ' , ` s:u~cl, ~ gra~•cl, and cobblestvnes i:~uees froii~ ~
, to a feet. ~ ; ~
` .,Oto~O ~tol"a _ ~ to 5.0 O.OStoQ.10 6.1to6.G 1I . ~ G1I-------- :~-3------ 30 to GO ~ " Gm8 Gv'rison ~•ec~• gr.~~•ell}• loetu, 0 to ,S Simil:tr to Gnrrison grarell~• lo:tm, e~cep~ t•h1t 0 to 15 ~ ere gr;tvellr loam__ ~ , G`.1________ 45 to G5 30 fo 60 3 to 1~ 5 to 0 0. OS to 0. 10 G. G to 7. 3 1~S
percen t s lopc~. t he sttr f~ce la}•er i~ ~•erc gra~•c l lr. 1~ to 4~ ~ er~~ grnve l l~- loam__ , Cp________ A-1__.___ to 3~ 10 to ?0 0 to ~ ~1 0 0. 0~ to 0. OG G. G to i. 3 1~ I 4~ to 60 Sand, gravel, and
COh~1CS~OllCS.
GnB G:irrison ~~ery stour loa►n, ~0 to ?0 Similar to Garrison gra~•ell~• loam, esce4~t that ~
pcrcet~t slopea. the su~•face la}•er is ~•erti~ stonr. . . ~ 1IL-CL____ SO to 93 75 to 9a GO,to Sa 0. S to 3. 0 0. li to 0.20 6. 1 to 7. 3 1l
6pA Glenrose silt lo1m, 0 to ~ percent slopes. ~'er~ deep, meclium-teyt~u•ctl, ~rell-draiued soil; 0 to i? Sil t loam j ~ Gp6 Glenrosesiltloam,~to20percentslopes. formeci from acicl i~,neous ~lacinl t~ll; ;urface ~ ~ ~ . G to 7. 3 High------- Lo,%,v
GpC Glenrose silt loam. 20 to 30 perc~tif~ 'jni~er influenced b~• loc~s aud ~'olcanic a~h; on ` i clop~. ~ gentlr rolling b stcep uplands. ~ j I
GpD Clenrose silt loam. 30 fo 5;i ~ercci+t ~ ~ i 1 , i ~
<lopcs. . • i
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OFFICIAL PUBlIC DQCUMENT 02
Li
SPOP(ANE COUNTY ENGI EER'S 0F
FICE ~~t
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OR Y
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G Q 28021
N r~
A-me AF _ f- :p
PRO J E C T C T p
SUBMtTTAL
AETURN TO COU
NTY ENGINEER ~ Expi9ES _
HAfhN EN3GINEER.ING
N. 8623 "B" DIVISION ST.
SFOKt1NE, tiVASHTNGTON 99208
467-1550
, . ~
,
,
SITE CONDITIQNS:
The subject project is Iocated in Section 19, Tawnshi,p
' 235 North, Range 45 East, W.M. .In the county of Spokane,
State of Washing#on. TIYe existing site cantains
approximately 2.56 acres that is currentiy being used a.s a
nursery. The site is fIa-t wzth an approxiriate slope af one
(1) % from the Southeasterly gartion of the grojeet tawards
the Northues'Ll. The s❑ils are ciassi#''ked as Gaz•riszon by the
S. C. S . manual for Spokane County. The si te is bordered on -the South by 4tli Ave, b,y open space
-to the East and ,'CNartlh, and by si.ngle f'amzly dwel'Lings to t~e
We s t,
PROP(~S~:D DEVE~OPMENT;
iile 5ite is pI``opi2ScCe t(] 1t]e i~e-veloped iFlto follr (4)
fI'dCtS wlth a 13iaX1T}IuyI'x area Uf 0.81 ACreS tD ~inlnium of'
0.44 Acres. `I"he two (2) Sou-tlaerly tracts will be aecessed
OLPf af 4th Ave. with the twv (2) N~r'Lherly tracts being
ac;cessec~ proposed exter7szon of 3rd Ave. The site is
iin 4he a.quit'er sensi tive region so a°°208" pond i.s (leszgned
far t-he FurIai t` frOUI Lfxt-, pi•opas ed extei-is -lon ol' 3rd..~ve.
CONr(", LUS I DN :
The exLs 'Ling runoff i'ro~ the sY te is calculated, as 4.07
c~'s. f c~ ~--_^___Le ~.D. yea~.-.~torm using -the j~atia,nal inethod,, the
~
used is 0.5 'kor a li~rht industrial area
~nurser~-~, T-h-e " =C " --r-ac or used for the deaeloped, con4i,tion
PA,~,r J!5'00Y.Z"' i, s 0.25 f o r th e s'L;~ g'Ae fa ns i ty dweli i ngs p r• o p osed r` or t h e
t~~~ ts basec~ ~pon ~.~e area, t,he °,C" factor for the praposed
C_ 4~,_ v,,q F_ tA i•aadway .€s 0,9, the develvped runoff usin~ this da#.a is 2.41
cfs . for the 10 year storm for a decrease in runoff 1.66
cfs. Therefore no de-tention or retention is required for
0 ..3~. this pI}OaeC~.
5The runof f fram the prc~posed roadway wi l be cia~ained
e~`~a'~into a"20$'° pond lacated near the Easterly praper Ly 1 ine
Or the pro j ect. The runoff wi ll di scharged from the "208" pond
via a Type "A„ d.rywel.l.
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30WSYRXNG MCTHOD ( 7EIJ YEHR 5'rORI`1 DESlGf' 4) PROJECT= GIUNN
DE`fENTION BASIN DESIGN t-3ASIN= s=XTs-fING
~E-VIEWER = --tWP
NUMBEk 0F DRYWELLS PROP05ED D;T E = ~'~P'o 09-May-94
0 Single ( tyF 0 Uouble (type B) ~ ,~~Total Area ( calc (see 1-i~. 2.56 \ ~
Ta.me of Canc.( calc.) (see i-,,;l 5.0
Composite "C" ( calc . ) (see H1
T:ime of Conc. ( min ) 5.00 ~
Area ( Acres ) . 2.56
C ' Fac-tar 0.5
Impervious Al-ea ( sq_41t_) 4
Uolume Nrovicied °3 .
Outf lovi ( cfs j
A7-za C" i"ac~or 1.:3
#1 442 4"43 #t+ ft- tr~ #i
Tline Tzriie JnL2nsity Q deti _ V in V oi.it Stoi'aye
.L 11 c _ 1'i i c . ( (il i i"I . seC. ) ~ Z T1 r . ) ( C'fS t, u _ f t . cLt . f L . ~ ; cli . f L . ;
U ut I . i`~~ G J l.fr J~ tt Jt
5_00 300 ..GO_^_---_3 . 104 07~~ ~1636 0_QO16~c~
Y
16,.'6 G 163- 0
J .:/VV .J . 18 4.07
60C 2. Zi : Z D. 0 2 I
1~, `aJG ..''t: 0 2
,G -1 '?0 0 ~.3 -ij 4
:E : c.:::, i~VC) :i .2 J. L . ~l~ 246i 0 -~48y
C) 1 TJ' ~ 1.04 .I, . JJ !M 2 J
2100 0.91 . 25 uS U 2565
j~U 0 0 V. 62 d. . V.J 26 GC3 V 262O
45 2700 0.74 0.95 2654 O 2V:J'~-~
.-Jt
U .~'7U0O U. c.tS 0.8I L% 0 0 Q 2700
55 3300 0 . 6 c) .8 2787 U 3 278/
i~ 0 36 0 0 0 . ~ 1 v_ 7 c's 28' i~. i;J 2 89
65 3900 0.60 0.77 3074 0 3074
70 4200 0.58 0.74 31.9 4 C 31 9 4
75 4500 0.56 0.72 3299 U 32e)
V
80 4800 O . 5 11 0.68 3~26 U 332
65 5100 0.52 0_6 7 3462 U 3462
90 5400 0.50 0.64 3521 v
C~~J .J/ OV O.~h~ V.6.'~ 1JCF~J7 U J639
100 6000 0.48 0.61 3749 0 3749
DRAINAGE PONU CALCULATTONS
Reauired grassy swale pond storage vclumE
= Ympervious Arza x .5 in_/ 12 in./ft. - 0 cu. ft.
Grassy swale ponci volume p~'ovided = 0 cu. ft.
DRYWELL REQU:I"REMENTS - 10 YEAR DES:[GN STQRM
Maximurn storage r2quired by Bowstring = 3749 cu. ft.
TTMC UF CUNCEM-F2ATION ( minutes ) E *At
( ovarland ) Tc ( gutter ) Areas "C" .
Tc ~
~t = 0.15 L2 = 0 2.56 U_ 5u
Z:l - 0 U_ UG U
La. C Y1 07.5 Z2 = 0 0.00 0.00
N(A; = 0.4 e= o o_oa 0.00
S( A ; = 1 . 3 n = 0 0.00 0. OC)
S = U 0.00 0.00
9
d = U 0.00 0_00
Total A Camp "C "
L1(B) = 0 Tc ~gu) = 0.00 2.56 0.50
N(B) - v I C( A-I-S
5([3 ) 4.07
7c( t-V 'L-. . ) 5.00 Q( ast . } = 0. GG
Tc ~ U j = 0 .0 :1.nten~ity 3.18
Tc C. to~a~. Tu ( over.ta n-uj f -r Tc ( gut.t`r ;
l_en-qfi.h of Overland Flow
i'i C i. i i' c:-i C.: t'~. i" Of' oV-'' ai i~i i' i'v itiJ i i7 - "3. V C: 'i" agc 'a_ia::, ; CoLf ei
a'v c i 3ge s.~,i~ ae G~' O V' 2 r,~. a1i G~" J. <3 w
i i: ( :gl.! u 1Ce"i ~ - Lai)gi:.i i ( fi. . )1VZ1OCi ~y " i t . /S2G . ~i7
ra = ~Ot-i.O('tl wJ.U~'"..i~ oi gi,Ett-Ci" Gi Ci1Lci"i
.:Lnvei::'', vT C i" O S S ulG}1 e oi`i G' O f d1tci i ;
Z2 - iriverse of cross s:lcpe two of dztch _
c! = depth of flcw zn gu~'E.~a-r (Aastimate, cilleck estimate wi"Chl Flow j
F;r~~ = u rB ;-dl- 2i1"=r( Z1 + L2 )
W `_'e, t L e iA p c', i` i f il c: Le i" _la Ci ^1' ~ 1 i S:L il ( at i1 t 1 i L,1 ))~-1 / s in t a t nn t,i / L.
Hydraulic nadius = R Area/Wett~,u te~
Vea.::ic:~. ty :L . *86/t-i,*R.. . 667,*s-. 5
s= .1ow = Ve1GCity*Area
n = 0.016 Tur asphalt
s=.long.itudi nal slope of gutter
S~TE ~ S ,o.N EXI ST/" h Nvy
~
i~H r- i N D L,s rP_, ^,e..
~
0 ~ r J~ •
. + e
ID e,
~r~ •
.
• ~ °
r°'V
r-G ~
f30W5TRING METI-fOD (TEN YEAh STOhM DESIGN) ~ PRO.:T`CT : GU1:VN
DcTcNTION BASTN DESIGi~ QASTN : C7EVcLG,~'~U 4
REVILWER: JWP
NUMBER i~F DRYWELLS PRc~POSED DATE : 09--i~ay-94
I Single ( tyF 0 Double (type a) ,
Total Area ( calc C see H1 2.56 -t:>i,P 'r Nf;,:
Time of Conc.( calc.) (see M1 5.10
CompaS~.t~e ~~C~~ ( cdic . ) (see -i1 0.30 ~'o,'~~
T~.mr ofi Conc _ `rnin ) 5.10 ~ GF . '~l~►S
Farea ( Acres ) 21.559
C' Factc>r 0.2980070 I~o~~ ► S ~e~~ 31~
Tmpervxous Area (sq. fit . j 9360
'Jolume Provid2d 400
Uutf.low ( cfs ) 0.3 A 0.76 #2 #3 #FJ i$ %
-f ime I nt erisity Q uev. sJ in w' out S~.orage
i z-io. I n c. .
(inin. ) (sec. ) (:iri./hr. j '(cfu) (cu. ft. ~ (cu. tt. ) tcu. i=~. )
( #r6 0 ) ~ A=~ c~=+~~ 1 ( Gutf.T#2 ) ( #5-t-16 )
_....~~b. l0 __yy305.95r_ _ _-3.16j~_~ ~-2988_--==91 78~----------897
1. L; 2.
2%
~ 900 1 _ / /1 J J 2/ CJ
2 V 0 1. u^iJ 1 . JL .1. 14 4 L J 6 V 10 8:•
450 10.3", 0
0 CJ 1.21 0 2 Z 480
• JU 1.Ci1.04 U_7r~+ 1.J.LCJ J4C~ `')/O
~ c ~ . , r_ n
.~..j ~1Jv .'~1 .~r-r 1..~~v E,.;G V
40 2400 0.8-41 0.6~ 1566 720 ~:54b
i-+J 2700 G_ l~~ V. J6 I5r✓2 810 ~ 772
50 :000 0.68 0 .~2 1610 900 710
55 3300 0.64 0.49 1661 990 67-1
UO ..16 410 0.61 0.47 17GJ 3.080 643
65 31?~00 O.6C 0_46 ZC:iJL 117V 602
7 0 4200 0.58 0' . 44 1904 1260 044
:''S 4540 0.501, 0.4.:; :L 96b 1350 616
80 4800 0.531 0.40 1982 14~'~0 15 42
85 5100 0.52 0.40 2064 1S30 534
90 5400 0.50 0.38 2099 1620 479
95 5700 0.49 0.3~7 2169 1710 459
100 6000 0.48 0.37 22~4 1800 434
DRAINAGE POND CALCULATIONS
Required grassy swale pond storage volume
= Irnpervious ar2a x.5 in.1 12 i.n./ft 390 cu . ft.
Grassy swale pond-volume provxded = 400 cu. ft_
DRYWELL REQUIREiIENTS - 10 1'EAR DESIGN STORM '
. Maximum stora5e required bY t3owstring = 1085 cu. ft.
A- ~l
Tc ( ovcr land ) Tc ( gutter) Areas "C "
Lt = 0.15 L2 - 180 2_37 0.25
Z2 - ~ 0.19 0 .90
L 1( A) = ~c~0 Z2 = sG 0.00 0.00
N( Ea~ _ 0.4 g! 0 0_00 0.00
s(a) 1.3 ri = 0.016 0_00 0.00
s _ 0.006 0.00 0.00
Tc (A) _ " J'.~.Ju 0.23 C~.00 C~.UJ
J
• Totai A COfnP "C "
L1~ Q j u Tc ( gu j= 1_77 2_56 0.30
N \ 1 p 0 T t. (T'1^F- U )
~
S(B) ~ ~ 2.41
TC( tu~. . } ~ ..lu Q cu4: . ` - ' . " 3
~ c (B) = 0.0 Intens:ity 3.16
i c. ` 4 Lotal ) - `i"c; ( overland ) 'i'e ( guttcr )
jc ( over lanc{ Ct~( l_J.*N/S"G .5 ~~0. 6)
0.15
L1 ~ L~:;~g-L-.h 0 '1 Gver lanu Fi,D w I.L l'. l.- L lJ n f cz . U i` 4 f G tii C 1" d i i Ci i~.v W ~.~=r ci 'L/ a'i" c~ ~a y'i" aa S v'v i" ~
- dvei"c~ge Slvpt, Ol o'vi;'i lai'lu t iGW
~ c ( gutj:.e'~ ) = Lengtii ( ft . )/~~`t ~.ucicy~ ~ T )r60
F W 1 Ci -C i i Ci f gU'l: 't L i- :3~i -
ti, ~'i
L 1 L11'J c i" sc G~' C r i~ s Si~Jj~ , G 1ie t~ 7' i.~ it
Z= = i i~ve~~se of cro-s- 51cpV ~.w~ of d:~~.c~
d = uepcil of flow ir gu~ter (estimdte, Li~~ec;t: esLiridte w,.~►-) Flow)
r
A►-ed = dxB-:-d-2/2,-'K( Z1+z2 )
- • ~ i
E~ eG pc Y 1(112 t G Y = 6 C~ '~'(i/S3.il (ca1,... i'1 t~.~ /Gtir.\~\~'¢1;' S 1 Tl ('°cra-~. i,....;t, 1 lZG.
Hydraulic Radius = R = AreafWett~~ ~ei-ii-iiater
Velocity =
l~w - Uelocity=~=~,rea
ii - 0.016 fui- a~phal t S = 1ongitudinal slope of= gutter
lC~lr~ ic. ~
5 ~r C To ~a -A L~r~T l Sf ivX La
J
' ,~!'8 I'7o~ D
.
~30W5"I'{~:CI~G i~i~T1-IGG ( TEN Y~A~ S7~GF2i~~ Dc=~~T~al`J j PROJ~.C-T = caUTP~[N
17L f~N-l~T~h~ ~~a~:~~l C~c ~IG~~ 3~5IN ~ STH~C~7 ~3~D.~..z~
4EV 1: EWER = J WP
NUMB~~ t~F Gn~YW~:LL~ PrOPOSFD DflT~ ~ O~--Ma;~-9~-
1`~ :i i i y a. c: ( t y p 0 D 7~.,! f~ 1 ~ y' Es )
7c~~1 za ( caic . ) ( see ~-il ~ . ~1
Time ~~c calc ( see i-11 ~.uG
C~mp~sit~~ ( ~ai~_ _ ) ( s~~ H3. 0 .
1"im~ ~t~ C.~nc mi n) 5.00
,
1~1^v~ l t~-~IVI t~~°i % O.L1
~ C.. ~ ~J 1 .
~if~p~.'i''v3,.t~i..l:~ ~'i ~ci ~ :~~~j . 1't . ~ 'y3oG
~
vc~~~.t.t(i~:; F~i"v~!:~uG~:. 4Gi~
L`ju~f~.lc~w ~ t_-~ ~ r 0
~r~~z i~~c:GLuY u .
~.i i a~ il ! ~1 t' l:. / tL'-"
tt M' f1~ F$ ~ri w~ +t V ~hF I
i.~ ~ n c rr~ ~ ~ il ~ i 15 I~ j% i.=~ d~ v_ 'J i. r~~ ~~J J~~ ~r~
i 1 i Cy _ i'i C: .
,
, i ~ i ~ i . ~ ; ~ c: . j ~ i'i . l i i 'i" . i ~ ~ ~ ; l! . i' ~ _ ) ~ l.~ i' i.. . ) ~ i., ii . ~ ~ . '
t.~ ~~~,V } , :-~~~i.?r~i,~ ; ~ L;~;'~.1 .=~~~4r.~ ~ L {;i: .i
e~.1 . l.l ..l ~1 ~i . l~ . ~ C~.~l V ~ ~ l.~ G ~7 ~ . ~J V .L r~7 ~
~ 0 C.% .1 . 1 u G . ~ C3 ~ 4 % 'i Ci .~i. ~ e:
.l V C = ~ . ~'t,• . ~ ~ 7 .l ~ C7 11 !
: ~ `l J E:~ i _ s' % t) . .`.i _ : ~ ~
~ ~s ~i. 1 f..1 l? . ~'r ~ ~ % ~ % C> °
~.J .L..~1'1tJ .L . ~ .1. .._~.J ~JG~J LIJV CJif
l.~ 1. C.) O ~ . ` P ~ . ~ J / '-r ~J'-~r V l`.' V
•J J .~L U ~1 . ~i l~ . .L ~ . 7 ~ i L> J ~ ` ~ ,1.
<; Ci .;1~ t~ i~ _ ~ U ~ ~ L-i ~ t;~
~ ~ ~ ~ c~ c~ o . u u . :t ~ ~ ~ ~ ~ ~ t~
~ 0 C:' C~ t:i v . ~.i Li . :L ) `i ~a ~J :7 U I
. i '.y 30 v U . t? L . 12_ /-I~ ~ O J ~ t~
_ ~ C ~ ~ C3 J . ~ J. . .L ~ ~ J 1 ~J ~ ~ ;i ~
~ L7 U . ~ Ci (3 _ :I. ~ 4 i 17 J : ~
u ~~~~OU . 5~ 0 .1 J. ~'72 120:) - ~
~ ~c~~ r . o . a. ~ J ~-~c~ ~
t_'~ ~ ~ V~ ~.1 . \ _ .4 V !"T' T "4' V t ~i' "
~i'~ J. v (J 0 . 5 L . :L li :l 1:~ Cr .L .i.
u~ tJ :1 . J e~ :.i . eJ ? r:: 0 2 L .L ~ C1:t
~f':; `~~c~t; G .f}'% U .U~ ~~7 11~C --:11i:s
1~3 Ci iV t~~ U. f~ F3 O.O'~ J~i ~ i~i U c~ --1 G
G~F~ I~l~,uE P~~;D C~LCUL►~T ~ Oi~S
i~c~aUl~i°~~i y'('d~~'-."y SWc~i~ ~c~ilG ~~.L~i 3~~ 1ii:~iU(rIC
- r~ i I f.i 2 i V:~ O U S r'-~ 1' 2 d X i t 1. i ~ L 1'll `l.~ li _ 7"
G► a~~y sw~1c pon~ v~~.~~:rne ~rUv~ic~cu = 4~G cu .~t .
UF:YW~LL_ f;EC~~~:{;Ci1LN~~`~ lU '~E~~S DESI~IV S~l-O~f~f
Niaxirr~urr~ 5t~rage r~~,Uired ~y 3owstrin~ _ :L52 ~.u . tt~ .
`~~~v 1 ~ ~;(Lf~ ~u.'~ G~,I.G' F ~ (2 ~ ~►~~7
Q~ ~ ~ ~ ~ t
Z O ~ ~o''a j~ 1..~
.
• :E: OF IQN ; rn i riu taS )
3 Ro av ~
c ~ E;)1~'e'i' ci 11G i"Pi~S
G . i i_ : ' t t~ t,i . ~ C) _ =1(.f
~ 1 . 0 C. Z 2 Li . 00 0_,4
.
` .r _
~ ~ ~ - 1.: ~ L i~ i.~ . a :
~
~ - . ~ ~ L f • ` ' . . : f 1 i l.~ / T ~ :-i ~-1 l, i . i 1
, _ • 1_.,ii~.i; • _ ; .:t ~ , ~•3'~:~+.~ 4: , . ,
a
i.iv t- {,i~,i I~I~.~ ~ Ai.JI.'v
i. ^ l 1-l l_ t. L l.l I i 1%2L. L.11 I S t_! \r I_S. v: I li..d i .~'rJ , .~i 3:. i ~::1,"~^. ! tJ._l._ , lJ , i J
<.; W
l` = I ! ~ l. I I ` i 1 . L' L: .L
Z ; t..; i_ ~ 'i~ i... J i i t l•J i~ ~ i of ; j U 'G E 'i O i'
r... w 1. I I•J ~ti• 1.~ ti. '•J i i ~/:J J .L V}✓ l': V~ I G l.J ~ (.1 1. l~ l. I I
I IV 6~1 I S :a (-If L)-v S.l Upe i,. w v CJ i LI .1.
C~~W iii..['~.-r: i.Ji I _~_~_~iti j
.i. i ,
J. ti ~
1
, -I i r~ - • i _ ~ Lt ~ r_. t ° ' LG
li'.~ ki G ~ ~ v I _l. ~ ~ 1 C . 1,,, i : I - l_i ~ f , 1 i 1 ~ .:t l.. 1 ( ~ / 1-. .4 1 ~ ~ . ' t •:1 4 1 1 ~ i ~ c _ ~ f 1
1 lyd" l:: :.t 6.♦. 1\ C.2 ~ 1. ~a' ~ 11 " ~ 7,~ li C.~ ~ V+I 'a l. L~i d f_, Li .L
`I v 1. L, c: A. .L 41 d
'F1 ow -Va luc.i t y rAre a
~ - .i_CJ1"19 1 irU~~:L llai SlUp2 Ot' gu1[,tc?}..
{ ~ ,
~ , a SPO~~tE COUA~T, 1~':1SHL~GTO~ r4 SOIL SUR~~ET
. j " $ esti~nalecl pla~~sical n~~cd chen~~cal Z~~~operfie.s-Co►lt~iru~ed ,
' '.C:1BLE G.-13rief descrip(ion~~ oJ soils nrid th.eir , ; , ; .
, . • I ' : ~ 'Cl;~ssific;i'tion-Ca~cinucd' I~CI'CClli:~,~c ~i~ ~ ~ ~ ~ 4 i ~1...ill' .1(, ~ l
~ ~ Cl;►~5i6cation ~ ~ . ~ :~~~ailabl ~ ~ i ~ llcpth ~ ; ~ , ' , Pcrmcabiht~' + ~~•atcr Reaction L te:►ction • 1ai,izeniipn Slir
1[ ~Oll 21~I11C ~ Descri ~Ciou of ~oil and aitc from ` i E~ i o . . ap ~ 1 \o. 4 \u. 10 \o. _00- ; capaciG~• (1:3 dilutiov) s~•tnbol surface Unified :1:1SFI0 1111I1.~ ~~~.U 111111.~ (O.Oi~ 5 dilutiou)
1 t'~ ~ i L~D~ tc~ture inm.) .
k ~ ; ~
i i ~ In. ptr hr. In. pn iri. oJsari p!! ' In. ; ~ Pft I ► ~
DsC Dra oon stony silt loam, 0 to SO percent• ~ Similar to llra;oou :ili~ lo:~m, 0 to 30 erceiit ; ~ S P , ~ ~lopcs. slopes, e~cept that The surface larer i~ ston}'. ~
DsD Drs;oon ston3' EIIL IO:lill~ 30 to oi pcr- cent slopcs. ~ . ,
~ i
,r ~ . a a c' , ~ ~ DvD Dra,oon r•ery rorkr complca, _0 to » llr~.,ooii part stmdar to llr~~ooll .ilt~ loam, 0 to ; perce«t slopa. j 3U percent slope~, escept that depth to bed- ~ ~ , ~ ! ,
! rock ranac, from lll co 20 inchc~. P,ock ouh ~ ~ , a { ~ i cro includcd iu this com ~lc~. ' ' ~ A ] ~ ~ ~ ~ ~
~ ' , - 1 1.- Z C,- : I C . ~ t- 9 , . . , I. C____ t o 9~ ~ ~ ~ o ~ J~ G O t o ~ U 0. S t o ~ 0. t o 0. _ U G. 1 t o 6. ; i I~ I
EkB ~loika silt loam, ~1 to ?0 percent slope.. ~\Ieclium-tcxt~u•ed,~~•ell-dr,iu~ed so~l formed from 0 to 2-~ ~ilt lo:~m_ ; ~ ' I ~ . ~"I:lClyl t1II CORf~lRlll, s larae amounu of ~•ol- ~ ' S\I________ :l-4_._.__; to S5 ;~0 io SO 3~ to a0 0. S to 2. ~ 0. 12 to 0. 1~ ~ G. 1 to G. G li
canic :uh in t•he surtace la~•er• unclerlain bc 24 to 4~ Gra~•ellv lolm__ _ ~ ! ' . , . . - - , i gra~=el ;lt de~~th of 30 to GO inrl~e~; occupies 4~ to ~3 ~~er~ rtra~•elh• ;andr , ~r , , . ~ b . ~ , C. 1_.______ a_______ 3 t t o G O l t o 0 ~ t o l~ a. 0 t o l t~. 0 0. Q G t o 0. 0 ~ G. 1 f o i, 3 1~ 1 . 1 to G. G Ili"li I.c~,
T ~ t~ n d u l a t i ng, m o r a i~ i e l i k e t o p o; r a p h~-. _ loam. ; i(~ p________ to:i~ ]0 to 2Q ~l to ~ ~10 ~ 0. 0-~ to 0. (lti ~ ti. G to "r. 3 I•I ~ ~3 fo GO Grarel_____________ ~ ~ ~ I t ~
; , ~ i ' . . ~ . + ' 1 ' ~ ' 1
' 1 ik1 ~•er~• ston~ :ilc loani 0 to 30 7er- ~~imilcir to ~loikssilt loaiu, 0 to 20 ~eicent slo e: t ~ ~ ' ~ E~C E o, . . , I , . 1 n~~ s , ~ ~ ccut ,lope~. e~ceE~t thai tl~er ;~re ~•en• sro~i~ thrOU~hout. , ; ; i .
~loik~ ~•er~• ston~• ~lI[ IU:IIlI 30 to :i3 ! ` ~ ~ EID . , ; , ~ ; ~ ~eccent• ;lvpe:. ' . • ~ . ' ~ , -i _
. . • ' 1It,-CI,---- :l-~_._--- ro l00 ~ ~~~J ~o lU0 90 to 9~ :i ~ ' ~ ~ c ~ . 0.1, to 0, _0 ~ fo 9, 0 JI
En; ~ ~mclent ;ilt loam. \Icdit►m-text•ured, ;ome~rIini poorl~• draiued, 0 to ?b i ~ilt lo:~m_ ' ~0 , • i : ~ ' alk;~line soil for~ned ~n ~illin•i~ttu fruiu calc•ir- ; ~ ' r ~ ' I • • I~ . ~ 1tT~-------- :1--~------ ,i,~ ~u lu0 ,•'u co t00 ub io ~41 U. S to n. 1 ~ to o. `'0 ~ ~ to S. ~ 1. 1
; e o us ~ i l t~, o l c a n i c :w h; ; U 1 C I ( I I A f O U I i f; C I C p I I l i: 6 t o ~ l 1 r r~• fi n c s l n c 3~- ~ ~ ~ ~ ! to ►~~ater table Hi~c~i:ctte; from ne:ir the siirf:lce i loa~u. ~ - ~ . . ~ . ~ ; - ~ i
' ; c i ~ f t. ~ •~.•L..------ :1-b----- , 9;, in 100 ;~~ii tu'la S~ fo 90 0. ? to 0. ~ 0. 1, to 0. ?U ; G. G fo 7.:i I , o;1 ~o it• G cc 1 to GO .,uidc d;l~~ loim. ' , ~ ; ~ • ~ , , . ~
' ' • ~.-~4------, 9~~ t~ lUQ j 9f~ ~0 3U0 SU to ~JO O. ? ro 0. (1.1" fo Q. °0 ~ G. G to 7^ \ ~ ~'1 1 zm. ~ to mrccut ~ ~~ci•r clre> ►i~odcratcl~• 1~•cll dr~-iii'(I ~l )1'lll(I ~oils ~ 0 to'?? t o m , [l~-CL_ ~ , , ~ Fa~ i Fc~ecmaii .i t o. 1 , I, a c 1 I , ~ i ~t a •
! ;lo e:. ~ ~ ~rith mcdm►u-tc~ti~r,d;ucface la~•cr ;uid medi- ! ~ . ~ ~ _ ~ ~ - i ~ • , _ E . _ . i n , o , , ~ , CL-------- .a G._.._. J•~ io 1Qf1 i.1ii ~n 100 .~ll fo 90 ~0. i1.~, cl. 1~ to Q. 20 ~ G, G fo i. 3 I ~ a» ~ Freemin .IIE IO;II11; '1 •TO _Q j)Ct'CUlf~ ~11110[' l}~OCiCi;1iE'~C ~1..C te\tlll'CCI,?u ~~oil; formed to ..iln• cl;~~ loam__..__~ ~ '
. . ' ' ~ •~lopes, :crerelr erode~l. froni ~ilt on rollin~; ~o hillr uplatiuh. ; • ! , FaC3 l~reemau :ilt losm. °_0 to ~0 p~rccnt~ ; , ,
E , ( :lop~~ ,crcrcl~• erodecl. ; + I . ~ , ' . . . , i ;
~ ~ i ' I , ~ , . ; • ~ ~ m;u•=1i. ~ ~li;illon-, s~cam C Il?iCl'UIII'iCll~ ~oucl, and ~ ' ~ . ; F~r Fi~..h n;~it~ . . , ~ , ~ , , ~ i} ~
, fringes ~roun lake; th:it ha~-e a flucni:~tin; ~ ~ ; ~ ; , ~ ~r;~fer t:►ble. En~iileecin~ dat;i i~ ~iot ;i~•en ° ~ ~ : ~ a . ~ ~ ~ i ,
~ as l,~nd t~r e i: too ~-sriable. f ' .P ~ ~ ~ ~ i ~ ~ ~ ~ 1 - r
~ ~ ; ; CT,_._.____ a-s______: to ioo ~~i~) ~0 100 90 fo 95 0. ? to 0. S I U. 1 ~ to 0. 1G G. G to r. 3 L , GaC3 CTer6eld siltti• clac loam, 0 to 3Q percent. ~ ~'ei~• deep, ~rell-clrainec~ soil de~•elo~~ed in loe:~ 0 to S Siltr cla~- loam____._' • ~ ~ ; Cli._______ :1-i__.___; J~ to 100 ~J~ ro 100 90 to 93 0. 0~ to 0. 2;'U. 1~ co 0. 1; G. G to 3 L
d o e: s er er elr eroded. ou rid~reto s and knob~ on the rolli«g to hill~• S to 3 , p, s p ~ ,.~It~~ rlar___________ ~ ~ C L________ : 1- G_._.__~ 9 i t o 1 0 0 9. t o 1 0 0 ~ J O t o 40 0.? t o ~ ~ ' .J ~ 0.17io0._0 G.Gto7.3 L • uplands in the Palouse soil area. 23 to 60 Siltj~ cla~• loam_..___ : I ; ~ • ~ G to 7. 3 -AIoclri•:ttc___ T.ot,
, ~ ' ~ 1!________ : 1-~_ 6 5 t o S 5 ~ 0 ~ o S O 3 a t o : i 0 0. S t o 2. 5 0. 1? f o 0. l~ G. G t o i. 3 ~ G A Garrison gravell~• loam, 0 t4 a percent~ Gr,i~•ell~-, mediiun-te~n~red, soiue~~~h:li e~ces- 0 to 1~ CTra~•ell~~ loam___.___' ~ - ~ , c. G to 7. 3 I.ow-------i A [r,.
~ ; ; G~ i________ 5 t o G~ ~ 0 t o G O ; i t o 1 ~ a t o 5. 0~ 0. 0.~ t o 0. 1 0 G. G t o 3~ slo es. i sirel~• drained soils tormed in gra~•ell~- ;l:icial to ~'err gr:u~ell~• losn~__ . ~ • . i G~_.______ a-1._.___ to 3~ ]0 to 0 0 to ~ ~10 ~ 0. 0~ to 0. OG G. G to i. 3 A ~ r ~
Go8 Gi1Cf15011 rat~ellc loam 3 to 20 ~ercent out~rash material frotn ,ti ~•viei~• of~ ;~cid ~4~ to 60 S:~nd ~r1re1 and . i ~ S . a I > >e r i , ~lp e~. 1~~l1COU5 ~:u•cn6 rock: un ne;u•lv lc~~e] tu ~ur~cl- cabUlcsioi~e:. . ` ! i n 5 1 , . I E I
~ cr.~tel~• ~lopinb terr;~ces; clepth to mi~ture of ~ . • ~ v cr ' s:u~d, pra~•cl, and cobblestone~ r:~u~es frou~ ~ }
, f ~ to ~ fcet. ~ ~ i ~
'•r'~ n~• r•~~r:~~•ell~• loain fo -S imil:ir to Garrison ~ra~•ell~• loam e~ee t that 0 to lo ~'er~~ ravellr loam ' G1I________ 3U to 60 20 to "s0 ~ to 1~ 3. ~ to 5. 0 0. OS to 0. 10 6. 1 to 6. G 1~. G m 6 G a ~ o c~, , , 0 , S . , n . ~ > G: l• 1________ A-2______ t o G~ 3 0 i o 6 0 5 t o 1 5 2, a t o 0 0. O S t o 0. 1~
er c en t s l o es, t~ h e s u r fa c e l a~• e r i. e r~~ r. i~• e l l~•. 1 ~ t o e r v g r a. v e 1 1~- 1 oa m. _ 1 0 G. G t o 7. 3. n p • ~ g • • • • G P________ 1._____ ? ~ t o 3~ 1 0 f o ? 0 0 t o ~ ~ 1 0 0. 0~ t o 0. O G fi. G t~ o i. 3 I~] to GO Sand, ~ravel, and ~ i. G to 3 Low \j0„
, cobblestones. ~ ~ ~ ~ . i i. G to 3 Low _ I-I;, i. G to 3 LoNv \ -I„
Gn8 Gsrrison ~•ery ston~• lo;un, 0 to ?0 Similar to Garrison gr:~~•cllc loam, except fhat ! . ~ i. G to 7. 3 "Mocierate Loi~
percent slopes. the surface larer is ~•erv ~ton~. i ~ . ~ c ~ 0. t 2 ~ ~IL-CL____ ~0 to 9~ tv 9~ GO to S S o. ~ 0. 17 to 0.20 6.1 to 7. 3 1 i. G to 3 Aloderlte___ Lov.
G p A C~ l e n r o s e s i l t l o a m, 0 t o a P c r c e n t s l o p e~. c r~~ d e e p, me c lium-t e st ur c d, ~ti' ell- dratned soils 0 t o i2 Sil't. loam ; , Gp8 G1Cnrose Silt l0~tn, ~ i0?O pCrcCntslopes. formed from acid i~neons biaclal t~ll; surface ; ; i. G to 7. 3 AiIZh------- Loy.
GpC Clenrose silt loam, 20 to 30 perce~~t• •la3~er infiuencecl b~• loe,s ancl ~•olcanic a:h; on ~ ; ;
slop~. gcntl~~ rolling to stcep uplancis. i j ~ , ~ • ~ , GpD Glenrosc silt loam, 30 fo pcr~cut• ~ ~ ~ ; .
~lop~. ~ ~ ~ i i. 1 to 6.6 A-Ioderate___ Low
~ ' ~ i. G to 3lkIoderate___ Lo«•
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5000 Feet
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S P O K,A :N- 1F_ O U N- "I' Y
OFrIcE or 7'(-lr, COUN7Y ENCWF?FR • A D1VlSlON OF THE PUBLIC WORKS DGI'ARTMFNT
Ronald C. I-iormann, P.E., County Engineer Dennis M. Scott, P.E., Director
REVIEW COMMENTS
TO: Jim Preble, P.E. - Hahn Engineering, Inc.
FROM: Chris Reich - Engineering Development Services
SUBJECT: Short Plat 926
DATE: May 23, 1994
A review of the above referenced project has been accomplished. The list below is a
summary of the items that need to be addressed. Please refer to the enclosed check prints
for complete comments.
General
1. Plans and report needs to be signed and dated by P.E. prior to final
approval.
2. Plans need to be signed by owner prior to final approval.
3. Provide evidence of coordination with electric utility servicing this project.
You may add a note to the plans that states the contractor will coordinate
with the electric utility and avoid placement of transformers or control boxes
outside of designated '208' swale areas.
4. Provide a blue-line copy of the final plat map to verify easement areas.
Road Plans
5. Indicate existing and proposed utilities.
6. Add note: "Any conflicting utilities shall be relocated prior to construction of
roads or drainage facilities."
7. Label the 50' R/V1I as "proposed".
8. The road should be crowned. The cross-slope should be within 2% - 4.5%
range. Some of the cross-slopes when checked on the profile are too excessive.
Please revise.
9. The slope on the road should be at least 0.8%. Some sections of the road are
(ess than this minimum. Please revise.
10. A guardrail barricade is required at the end of the temporary cul-de-sac.
11. The fire district approval is not required for standard tun-around. This
temporary cul-de-sac is within the County Road Standards.
12. The right-of-way should have a 15' radius where you show curve 1. Please
revise. W.1Q26 Broadway Ave. Spakane, WA 99260-0170 (509) 456-3600 FAX (509) 456-4715
~ •
~
. ~
~
/
13. Provide elevations afi each BCR and ECR.
14. Show the cul-de-sac in profile. I have labeled the points that should be shown
at a minimum. These are shown as points A- K. The minimum slope is 1%
along the curb line. The left and right curb profiles should stop at the BCR
leading into the cul-de-sac while the centerline profile should continue through
to the end.
15. The sideslopes on the swales should be no steeper than 3:1.
16. Slope and sod from the drywell rim to the pond floor (3:1).
17. Specify sod for the swale floor and sideslopes.
18. Section A-A shows 20' width for pond bottom, but the plan detail shows only
16'. Please coordinate the two.
19. The pond area should be 800 sf (16' x 50') instead of the 400 sf that is called
out.
20. Why is the pond 2' deep? Try to limit the swale to 1.5' or less.
21. Provide a concrete apron similar to the one shown on standard B-8 or reference
that drawing.
22. Provide a detail of the curb depression at the inlet or reference standard 13-18.
23. Specify Amoco 4545or equivalent for the filter fabric.
24. Road plans need to be stamped and signed.
25. Show the drainage easement on the road plans.
DrainaQe Report
26. The pre-developed runoff coefficient of 0.50 seems a little excessive. A nursery
will not have as much runoff as you calculated. I calculated a composite runoff
coefficient using the different areas found on this site, making an assumption
for the storage areas. ! came up with a coefficient of approximately 0.35.
Please revise your calculations to reflect a more accurate value. This revision
will not have any affect on the design.
27. The swale is not adequate to handle the 10 year storm event. At 0.75' deep
the pond will only hold 600 cf when 1,085 cf is required. Please increase the
swale or use a type B drywell.
28. Provide curb cut calculations for the road runoff.
DrainaQe Plan
29. The drywell should be located within 8' of the curbline and away from the curb
cut by at least 4'.
30. Show the drainage easement on the plan.
31. Lot plans for any Ivt with a drainage easement is required.
32. The '208' pond shoufd be 6" from the rim to the pond floor and the grade rings
should be a minimum of 1'.
If you have any questions, feel free to call.
~
SPOKANE COUNTY
Engineering Develoment Services -
W. 1026 Broadway Ave. ,
Spokane, WA.99260
ATTN: Chris Reich ~ r
I}ate: May 31, 1994 : SHORT PLAT 926
( GU I NN PROPER.TY )
Second submittal:
The plans and drainage report have been i•evised to the
comments of May 23,1994 as follows:
General:
The plans and report will be signed and dated by the
design Engineer when the plans are final approved and
the mylars are sulbmitted.
,(2)
Flans will be signed by developer when mylars are
submitted.
(D3. Note added to plans for contractor to coordinate with
electric utilities.
Road Plans:
. Added proposed water main. Existing electric and
~ telephone lines are overhead
~ Added note to relocate conflicting utilities.
y- Label ed R./W as proposed.
Redisi.gned proposed 3rd Ave with crocvned C/L, 18'
asphal t and type "A'° curb. Cross s lopes 2°6+.
. Design slope of proposed roadway at least 0.8°G.
10 No guardrail shown, awaiting confit•mation as to
~ requirement.
V11. Left fire district appraval block, fire disrtict to
review.
Asphalt and curb are within R/iN as designed. Left R/W
lines as shown, called for confirmation if 15' ltadius
required.
3. Added elevation in plan view for all ECR and BCRs.
14. Cul-de-sac is shown in both plan and pro#'ile, labeled
all points as requested.
Sideslopes of swales modified to 3:1.
Sloped sod from drywell as requested.
f-V
Label sod for swale side and base.
Coordinated ~vidth o#' swale to l~i' .
revised to 16°x25' wrth 400sf.
%W. Pond depth i s minimum depth to al low f or f low f rom
street with reloation to existing ground.
Referenced Spokane County standards B-8 and on
/ drawings,
g~L. Referenced Spokane county standard B-18 on drawings.
~
~
~ Specified filter fabric as requested.
Plans will be stamped and signed when mylars submitted.
'ztS. Added drainage easements to plans.
Drainage Report:
E'6 Revised Pre-develoPed coefficient to 0.36 as reQuested.
2. Swale design to handle 208 runoff only. The developed
runoff is less then the existing runoff so no detention
provided. The runoff form the proposed roadway is
completely retained.
. Curb cut calculations provided.
Drainage plan:
t2/9. Drywells relocated to 8' from curb and at least 4' frouu
curb cuts.
Drainage easeynents sho~vn on plan.
. Lot Plans to be provided.
2 2 "208" pond floor is 6" below rim and grade rings a
minimum of 1' called out in detail.
Please contact Jim Preble at 455-6270 with any questions or
comments.
Sincerely,
James W. Prebl e
May 17, 1994
M E M O R A N D U M
TO: John Guinn
FROM: Scott Engelhard, Project Coordinatorsf-
SUBJECT: Plan Review and Fee Agreement
FILE: SP-926-93
Our off ice has received a check print for final plat from your
surveyor. In order to,proceed with our review, the final fee and
plan checking agreement must be submitted to our off ice. I have
enclosed a copy of our standard plan checking agreement, please
f ill it out and return it with a check for $100.00 so that we may
proceed with review. Should you have any questions please call me
at 456-3600.
C:WPDOC\MEMOS\FINALFEE.D94
• f
SUBMITTAL CHECRLIST
PROJECT # S ~ ~ Zlo
REVIEW ~
REVIEWER : C. - T--;k m-o I L++
DATE . ---2°9-S•ee?" ~-3-Q-
94-I
PROJECT :
PROJECT SPONSOR : ,.1ou-til A• CaU llitI TEL 92-e>-(a~P-.,2-
PROJECT ENGINEER (Road & Drainage Plans) J\m 4Ar140
TEL # 4lo'7- 1550 orz- 4-r~5 ' Co Z7C7
PROJECT SURVEYOR (Plat)
TEL #
GENERAL ITEMS
YES NO N/A
✓ 1. The $100.00 fee for plat review has been paid to
Spokane County for this submittal
2. An agreement to pay fees has been submitted to
Development Engineering Services
✓ 3. The fee agreement has been signed by the project
owner or a principal of the developer's firm. If
signed by an agent of the owner, written
authorization from the owner is attached to the
fee agreement
✓ 4. Review fee account is current (no invoices over
30 days outstanding)
~ 5. I have noted the plans in, plans out dates on the
pink sheet in the file
J 6. If the project is a mobile home park, were the
plans reviewed by Planning?
; ✓ 7. 2 copies of the plans were submitted
i
i
; ✓ 8. 2 copies of the calculations were submitted
V/ 9. The plans are on 24" x 36" sheets
. ,
GENERAL ITEMS (cont' d)
J 10. The calculations are bound together
~ J 11. The plans and calculations are stamped and signed
by a Professional Engineer
12. The developer has signed and approved the road
and drainage plans
J 13. Are there any conflicts between the proposed
drainfields and any drainage ditches on the plat
✓ 14. Bowstring calculations by developer are in the
file for this review.
f 15. Vertical curve stopping sight distance
calculations by developer are in file for this
,
review
~ 16. Horizontal & vertical alignment sight distance
calculations by developer are in file for this
review .
17. The engineer/developer has provided evidence of
coordination with the electric utility servicing
the proj ect
~ 18a. The file contains a Spokane County Section Map
✓ 18b. The file contains a Spokane County Assessors's
Map
J 18c. The f ile -contains an aerial photo of the proposed
- proj ect area
~ ✓ 18d. The file contains a corrected preliminary of the.
final plat map
~ 19. The project is located in urban boundary area
,
~ 20. The proj ect is located in the Aquifer Sensitive
Area
✓ 21. The project plan name matches the plat name
22. Is the entire project located _outside of an
~ identified Flood Plain Area?
i
i ~ .
i 23. Is the entire project is located outside of an
~ identified Stormwater Management Problem Area?
ckliatv3.0/Aug93 2
GENERAL ITEMS (cont' d)
V 24. List any design deviation requests and their
status:
25. Locate the Findings and Order for the proj ect and
list any unusual conditions:
S-nZ W LD -rE (Lr~ jPJkTt b ,J /a--r P1.4'f 13rjC7-C- .
rz !.D_
° -~j ~ DOD • AwnlG _ ~ 2 , L- , q
o -*L 2- - L . 4 . -r 'rE r-'1 P . G~,ll~ • tJE - L- ,
~
VI 23. Backcheck of previous comments completed'
✓ 24. All previous comments adequately addressed
3
ckliHtv3.0/Aug93
FIELD REVIEW
1. Field investigation trip made on
2. Report completed and put into file on
3. Are there any existing utilities on the proj ect
site? (Overhead power, fire hydrants, etc.) If
yes, describe.
~
4. Are the drainage basins on the ground the same as
those that are presented in the drainage report?
5. Are there any drainage channels directed toward
property?
6. Are there any drainage channels directing water
through the property?
7. Do County roads cut off drainage as per drainage
calculations?
8. If -the.re.. are culverts under county roads, does
the flow go away from or toward the project? .
9. What kind of ground cover exists?
10. Describe any existing channel conditions:
11. Describe channel cross section: -
12. Existing Curb Type:
4
cklistv3.0/Aug93
ROAD PLANS
1. List any roads that rnust be designed and
coristructed on the project.
RQAD F2EQ' D FnTIDTH DESIGN MIN. f MAX. STOPPING SIGHT MYN. CURVE
NAME CLASS. PP,VED RIW TEFtRAFN SPEEL7 GRADE DIS"FAI4TCE. HORIZ. VERT.
4~,~ ~►2
(p ~.1-50 ~50 200 ~ 2. P3.anning cQnditions require submissian of a
Iandscape plan. (NOTE. Usually associated with
PUD' s)
3. I have checked the landscape plan against the
road and storm drainage design and there are the
follQwing conflicts :
~ 4. The following road plans have a 1aearing an the
design of roads fvr this praject and a copy is in
the file:
I have sent an +rRIr value and percolation t~st
,
request to the Construction Section with soils
iI7f or['C1atlOri and al layoLlt of the prQ] ect. r, R Ir
value test request to Designer ~ .
(date) .
ckiistv3.0/Aug93 5
ROAD PLANS ( cont' d) ✓ 6. Is the bench mark shown on the plans?
V/ 7. Are stationing equations shown?
~ 8. Is stationing correct (south to north, west to
east, reading left to right on the plan) ?
~ ✓ 9. Are existing utilities shown on the plans (or an
information copy of the utility plans submitted) ?
~ ✓ 10. Are proposed utilities shown on the plans (or an
information copy of the utility plans submitted) ?
11. Does the note "Any conflicting utilities shall be
relocated prior to construction of roads or
drainage facilities." appear on the plans?
12. STREET WIDENING
J 12a. Are curb design sheets provided for widening of
existing streets?
12b. Does the curb design conform to Spokane County
Standards of section cross slope (Between 2o and
4.So)?
✓
12c. Is there a s'treet cross section shown for
widening existing streets?
12d. Does the proposed new width match the width
required in the Findings and Order?
~ 12e. The cross-section shows:
existing R/W
~ proposed R/W
future setaside
J 12f. 100' (min.) pavement taper into project is shown
~ (1) There is adequate R/W for the taper to extend
from the new paving width to existing pavement.
, (2) There is inadequate R/W for the taper to
extend from the new paving width to existing
pavement; taper extends from existing paving to
R/W.
12g. Length of pavement taper out of project meets:
~ WS2 = 60 for design speeds s 40 mph
✓ WS for design speeds > 45 mph
; J ft. min. taper length approved by County
; Traf f ic Engineer
12h. Transition from end of curb to existing paving is
shown (curb should nose down in 1211) ck1iatv3.0/Auq93 6
ROAD PLANS ( cont' d)
~ 12i. A 411-wide, white painted fogline at 12" from the
edge of paving is indicated (tapers or tangents)
/ 12j. Are the curb grades above the county minimum of
0.80?
✓ 12k. If curb grades are below 0.80, has a special note
been added which requires a licensed land
surveyor to verify that the curb forms are at the
correct plan grade prior to construction?
13. NEW STREETS
13a. Does the proposed alignment meet Spokane County
Standards?
✓ vertical
~ slopes
vertical curve length
/ horizontal
curve radius
~ intersection separation
~ ✓ 150' on local access
i ✓ 300' on arterials
✓ 13b. The plans show the typical cross section for
streets
✓ 13c. Does the proposed street width match the Findings
and Order?
✓ 13d. The cross-section shows:
existing R/W
✓ , proposed R/W - ~ future setaside
13e. Does the typical section on the plans meet
✓ Spokane County Road Standards?
cross slope is shown
~ ✓ cross slope is within standards
cross slope is correct when checked on profile
13f. Curb type: ~ shown
proper type for the road classification
✓ meets Spokane County Road Standards for curbs
within the public right-of-way
~ consistent with the curb type in the general
area
~ 13g. Are the curb grades above the county minimum of
0.8a?
7
ck1i9tv3.0/Au993
ROAD PLANS ( cont' d)
j/ 13h. If curb grades are below 0. 8 0, has a special note
been added which requires a licensed land
surveyor to verify that the curb forms are at the
correct plan grade prior to construction?
14. Has an "R'I value test been performed for each
soil group?
✓ 14a. The pavement section is adequate for the R-value
and Traffic Index for the road type
~ 15. Locations where water is intended to flow through
an inlet or curb cut are at the low point in
vertical curve
16. SIGNAGE PLAN
V/0,16a. Stop signs are.:shown for all streets which
intersect an arterial (Check with County Traffic
Engineer if there is a question)
/16b. Street name si ns are shown at 11 in
g a tersecting
streets
16c. Is there a need for barriers at the end of dead end streets? T£Mgp, c
,"_oF,. S~c-
✓ 16d. Is there a need for other s ecial si ~
p gning. (Check
with the County Traffic Engineer)
✓ 17. Has the Fire District approved all proposed
private road turnarounds that are substandard
according to our Spokane County Road Standards?
18. CIIRB RETIIRNS
18a. Are BCR, MCR, and ECR stations/elevations on curb
/ returns shown
~ ✓ on the plan?
in the profile?
18b. Are the curb return elevations correct?
~ 18c. Is there positive drainage from the road
intersection to the MCR?
18d. Curb return radius meets County Standard minimum
of 20' (to back of curb for rolled/wedge curbs,
to face for vertical curb face types)
J ~
~ 18e. BCR, MCR, and ECR elevations are set to allow
drainage from the centerline to the curbline
IT....c8
Rf]AD PIANS (cont' d)
18f . gCR, MCR, and ECR el.evations are set so that the
superelevatian between the intersectian and the
eurbline is banked properly far right-hand turns
inta and out of the intersection roads (the road
slopes from the intersection dowrl to the
flowline)
18f. 13CR, MCR, an.d ECR elevations at intersections
w'thout stog sign control are set sa that the
supere~e-vation between the intersection and the
curbline does not exceed : (ref. AASHTO)
100i {flat terrain}
S 31 (rolling terrain)
6n (imountainous terrain)
~ 19. cUL-DE-SACs
~ 19a. The cul -de- sac grades (top of curb) rneet county
cul-rle--sac standards (1a min.
Jy 19b. The cul-de-sac cur1o is shawn'in profile
20. INTERSECTIONS
J 20a. Do the intersections meet the 296' grade
requirements?
20b. GJheelchair ramps are prouided at intersections
vrith sidewalks
20c. If there is a change of direction at the
wheelchair ramps, are the ramps oriented so thaC :
~ a 5' x5' pad is provideci at the top of the ramp?
,
~ the required 5'xS` landing zone at the bottorn
of the ramp is located inside of a line drawn 1'
inside a line extended between the curb faces of
the adjoining street at intersections?
~ any drainage structures are lacated outside of
the Ianding zone?
~ 20d. The intersection hDr12Drital sight distance
analysis shaws that sight triangle encroachment
on private property is 21 or less
~ 21. Is there a need for slope easements?
22. Is there a need for erosion protection?
9
rkliRCV3_m/AuQ93
R0AD PLRNS (coat' d)
23. DRIVEWAY5
~ 23a. Can a driveway slope af 8% ar less be maintained
between the edge of pavement and ~~e right - a f-
way ?
23h. Can a driveway slope of 12 ¢ or less be maintainecl
between the rightfof -way and the building setback
line?
ckliStv3.0/Au993 10
„ y
DRAI1'1AS3L'i P]..iL"5N~
~ 1. Has aplat map been subrnitted which shaws lot
dimensions, str'eet widths, etc.?
2• Was a map with contours spot
i
~ elevations submitted to properly deterrnine
~ drainag'e basins?
~ 3. Were all existing drainage caurses shown?
~ 4, Were al.l the Froposed drainage courses shown?
5. Were Hydrologic calculations submitted for each
basin? (Bowstring if area s 10 acresl SCS TR-55
if area > 10 acres)
Offsite (50-yr storm if undeveloped, 10-yr
storm if developed.)
Onsite (10 -yr storm)
Q for entire area
Q for roads only .
~ INFIL'rRA'TION POND
Actua1 pond volume provided
DETEN'T ION POND
~ Release to pipe system:
i ~
~ contain 50-yr developed
~ -
release at 50-yr pre-developed
~
secandary overflow to pipe in control
~
~ structure f or 100-yr developed
~
~ emergency overflaw weir for 100-yr devel.oped
a
sump prior to outlet tQ contra~ ~tructure
1' min. freebaard grassed sides/flaar fo~ pub1ic1y--maintained
~ ponds
~ sprinkler system for publicly-ma.intained ponds
~
~ Retaa,ned on site, no drywell:
i
~ cantain 100-yr developed
i
emergency averflow for 100-yr developed
i
i
208 SWAI~~~
~ 208 swale flaar area, volume requirements
208 swale flcor area provided
208 swale volume provided
rkl ~ rxtv?1 _ fl }Au~9~
}
YRA+iNAYE i LA`■ ~ (~~nt'Y)
~ LTNDERGROUND GRAVEL GALLER2ES
i
.3 void ra-tio for gravel free sgace voJ.urne is
~ used
2. Perc rate f rom f ield test is rxsed to c~evelop
outflow rate
i
i
3. 10-yr event val-urne is cantained entirely
i
~ undergaround
~
i
b
~ J 4. 100-yr eve~t vaLume is containec~ by a combination
i
~ of underground storage and above ground storage
i up ta 811 depth
~
~
4 5. 100-yr event volurne is contained by acombination
~
i of unde rground s t orage and above ground storage
~
t
exCeedirlg 811 depth
~
i 5a. 5oi1 mixture is specif ied for water depth in pond
i
~ exceeding 811
G
~
~
~ 6. Entire gallery is wrapped in filter fabric
i
COI$VEYANCE
Conveyance -
~ Pipes
~ ditches
gu,tter flow depth is less than gutter height
~ Backwater - pipes, ditches
Headwater - culverts
Curb drop/cu rb inlets
an grade { f ig 16}, Sump (f ig 17)
~ Grates - sump (fig 15), contxnuvus grade (fig
16)
Riprap - stone gradationl pad dimensions 7. 5o11~ typE 1S "pre-approV'ed" ({~arr'i80r1, et.C. , )
I ~ fo~ drywells without percolation tests
~
Vz' S. Daes the drainage report identify the SCS soil
groups far the praject area and for the proposed
roads to be built in the proj ect area?
~ V/1' 9. The drainage design maintains sheet flaw patterns
i
~ in natural vaatercourses
~
i
i
~ 10. The drainage design maintains existing sheet flow
~ patterns without concentrating f lows
12
cklistv3.0,/Aug93
DRAINAGE PLANS ( cont' d)
11. Does the entire plat lie outside of designated
~
i 100-year Flood Plain Area?
i
i
i
~ ✓ 12. Does the entire plat lie outside of Zone "B" of
i
~ the designated Flood Plain Area?
i
✓ 13. Is the max. street ponding in any part of a Zone
"B" less than 1'?
A~ 14. Does the plat contain appropriate language
limiting the lowermost opening in a structure
located in a Zone "B" to not less than 1' above
the lowest road elevation?
✓ 15. The drainage concept is compatible with planning
commission requirements.
~ 16. The difference between present and future flows
is retained on the site.
INLETS
✓ 1. The inlets shown are within the stream flow.
f 2. Inlets are shown on the low side of a road or at
the low point of a vertical curve
~ 3. Curb type inlets are shown at sags and are
properly sized.
Perimeter does not include the side of the
grate against the curb face (all grate types).
Perimeter is divided by 2 for calculations
where no curb opening (Type 1) is provided.
Area = clear area = 2 for Type 1 grates)
✓ 4. There are no long curves with flat grades
which pose a problem.
~ 5. The centerline road stations, offsets, and invert
i
~ elevations for all inlets are shown on:
i
plans
~ prof ile .
i •
~ 6. Grate type is shown on the plan and is
acceptable. (Spokane County Standard inlets in
county ROW, on private property other inlet type
may be specified) (Type 1: D-2; Type 2: D-4)
~ J 7. A detail drawing of the grate/curb installation
is shown on the plans and includes the 2"
depression and transitions as per county
standards for grates that are located within
county ROW, or referenced to SCRS std. detail D-8
13
DR.P,INAGE PLANS (cont' d)
J~ 8. A curb cut detail is shown on the plans with the
new county back drop with transitions and a 2"
depression for curb cuts inside county ROW, or
referenced to SCRS std. detail B-15
9. The plans shows acceptable curb cut details and
grate details for installations which lie within
private road easements.
~ 10. If inlets are in a gravel road or a dirt ditch a
6' x 61 A.C. apron is shown around the inlet.
~ 11. Catch basin or special manhole details are shown
or a standard drawing is specified.
12. Critical low points in the drainage system have
been provided with overflow easements.
208 SWALE SYSTEMS
1. Is the swale located outside a future set aside
area? See Findings and Order for where setasides
are required.
~ ✓ 2.. The.swale_ bottom and sides have sod or grass turf
specified.
3. Swale side slopes do not exceed a 3:1 side slope.
(A 2:1 side slope is allowed if swale depth is
. less than 12" deep. Should only be allowed where
constrained by obstacles)
>K 4. If depth of water from bottom to drywell rim is
` between 6 and 8 inches, soil mixture has been
specified which meets Spokane County Guidelines.
i 5. Drywell is:
✓ located within 8 feet of the curb line, or
i
~ ✓ a maintenance access route and easement are
i
~ provided
~ ✓ 6. Drywell stationing is staggered from the inlet by
at least 4'
✓ 7. Multiple drywells are located more than 30'
(center-center) apart
14
ck1istv3.0/Aug93
DRAINAGE PLANS ( cont' d)
~ ✓ 8. Soil type is appropriate for drywells (perc rate
i z 72"/hr)
~ if not :
i
~ 8a. overflow from a swale at a low point will be
i
~ ✓ directed away from building pads by
i
an identified easement over improved ground
i
~ ✓ an existing natural drainage channel covered by
i
i an easement
9. Drywell location does not conflict with
underground utilities.
✓ 10. Drywell type is specified.
11. Drywell grate type is specified (Type 3-std.
' detail D- 7 )
12. Drywell grate elevation is:
below the invert at the curb inlet
between 6" and 8" above the swale floor
elevation
~ 13. Does the note: "Wrap the drywell with a filter
fabric (Amoco 4545 or equivalent)" appear on the
plans?
14. Swale floor elevation is:
specif ied
✓ between 6" and 8" below the drywell grate
elevation
at least 6" below the normal gutter flowline at
the curb inlet for swale without a drywell
at least' 8" below the normal gutter flowline at
the curb inlet for swale with a drywell
/ 15. Swale floor .
i ✓ dimensions are shown
~ ✓ minimum area is shown
i
✓ the area matches the required area from the 208
calculation for impervious areas.
16. Easements for the 208:
are shown on the drainage plans
✓ are shown on the subdivision plat
are of adequate size to contain at least 6"
i
~ freeboard above the max. water surface elevation
i .
~ for the design storm
i ~
are tied to the lot corners.
✓ 17. The side of the swale that is the furthest
distance from the street should have a top of
swale elevation that is higher than the highest
water level of the swale.
15
n4liatvl A/Aua93
DR.AINAGE PLANS (cont' d)
~ ✓ 18. The invert at the curb inlet is at or above the
max. water surface elevation for the design storm
19. Filter fabric
J is specified for the gravel envelope around the
drywell
~ d is specif ied between the drywell and the gravel
~ ✓ envelope
i
installation specification is adequate.
20. Irrigation plan for County-maintained 208 swales
i
i Lot plans submitted on
i
208 LOT PLANS
1. Lot plans are required; submitted on h_EED
2. The 208 lot plans show:
the lot number, block number, subdivision name,
date drawn, scale, and north arrow.
dimensions to lot corners
drainage easements
setback requirements
swale floor elevation
swale floor dimensions
rim elevation if drywells are present
curb cut station, offset, invert and length
any drainage ditches
- shows depth from the top of the curb
an attached cross section of the swale or ditch
3. Lot plans have been stamped by a professional
engineer on all pages . ,
,
4. Lot plans are of sufficient scale to maximize
the lot size to the 8 1/2" x 11" paper size.
(Drawings may be on plain white paper)
5. 208 lot plans were approved on
CULVERTS AND PIPE SYSTEMS
✓ 1. The road culverts are at the low points of stream
flow.
~ 2. The headwater was calculated for culvert
entrances and is under 2 diameters for culverts
under 18" in diameter and 1.5 diameters for
culverts greater than 18".
~ 3. There is a minimum of 12" of cover for all
culverts and storm sewer pipes
16
ck1iatv3.0/Aug93
DRAINAGE PLANS ( cont' d)
J 4. The designer has provided a letter from the pipe
manufacturer certifying that the intended pipe is
suitable for cover less than 3' (PVC), 2' (CMP,
RCP), 1' (HIDPE/ADS) or the engineer has provided
trench details for upgraded pipe bedding for
these areas
.I 5. The minimum velocity within the pipe system is
4 feet per second at design flow in a backwater
condition. (Note: The County Engineer may permit
lower velocities)
J 6. The backwater calculations show a minimum
freeboard of 0.75 feet for each catch basin or
manhole. ~ 7. The minimum culvert and pipe slope is 0.5o and
all pipes meet or exceed this standard.
8. Al1 angle points in the storm sewer system have
suitable access such as a.manhole for cleaning.
9. At locations where two different pipe sizes enter
the same manhole the 0.8 diameter points of each
pipe are at the same elevation. (Note: Exception
allowed for drop manholes)
✓ 10. Is there any downsizing of pipes in a systems of
pipes that are 18" in diameter and smaller.
~ 11. There is a downsizing of pipes in the amount of
3" f or a minimum of 100 f eet in a pipe system
that contains pipes that over 18" in diameter.
~
12. All pipes in the pipe system are 12" and larger
as per Spokane County Standards; (10" pipe that
is allowed for connection of inlets to catch
basins or drywells, if the length does not exceed
44 LF and the velocity is at least 4 fps).
13. All storm sewer pipes are located a minimum of 5
feet from a rear or side property line and have
adequate easements for maintenance.
14. Inlets on the same slope are located so that the
~ maximum width of spread for the gutter flow does
i
~ not exceed 6' (f rom curb f ace f or Type "A" or i
~ "B" , f rom back o f curb f or Type "R'f)
i
15. The plans and profiles show all culvert pipe
types, stations, offsets, lengths, and inverts
17
cklistv3.0/Aug93
.1
DRAINAGE PLANS ( cont' d)
~ 16. Pipe materials meet county standards for systems
that lie within county ROW. (Note: The type of
pipe in private systems may be as specified by
the design engineer)
/ 17. The culverts shown are properly stationed from
centerline stationing.
~ 18. Does the drainage system configuration avoid
conflicts with underground utilities?
19. Is there a need for energy dissipation on any of
the culvert outlets shown on the plans?
20. Is there a need for rip rap around the culvert
outlet at any of the culverts as proposed on the
drainage plans.
✓ 21. The rip rap that is shown for the drainage plans
is adequate for the culverts where erosion is a
concern and the engineer has submitted
acceptable rip rap design calculations.
✓ 22. Pipe anchors are shown for pipe grades greater
than 150.
~ 23. There are no instances where water is trapped
against a fill with no culvert shown.
✓ 24. Prof iles and cross sections are shown on the
plans for all proposed channels and ditches.
✓ 25. Ditches with eroding velocities have a proper
lining for erosion protection.
✓ 26. Water will properly flow from an existing or
proposed ditch on to the pavement as proposed on
the drainage plans.
27. Where the ditch profile passes from cut to fill
the flow has been properly disposed of.
18
ck1iatv3.0/Aug93
~
EASEMENTS
1. Adequate drainage easements are shown for
maintenance of drainage ditches or pipe systems.
✓ 2. There are easements proposed or existing for
natural channels which cross the property.
~ 3. An easement was provided where street drainage
was diverted onto private property.
✓ 4. The perpetual maintenance of private systems has
properly been provided for.
✓ 5. The maintenance of drainage systems within
Spokane County ROW has been properly provided
f or .
6. Appropriate drainage language has been provided
by the reviewing engineer to the surveyor and/or
engineer who is involved with the platting work.
7. Pre-existing drainage easements on this parcel
i
~ are not affected by this plat
i
~ 8. Overflow- easements are provided from swales/ponds
; located in low points
MISCELLANEOIIS
1. QC check of review completed
(date) (init. )
J -
2. Bond quantities for drainage item calculated
(date) (init. )
3. Vertical curve sight distance worksheets done
(date) (init. )
4. Vertical curve geometry worksheets done
(date) (init. )
5. Drainage volume worksheets done
(date) (init. )
6. Stamped road mylars to Permit Tech.
(Sylvia/Suzanne)
7. Stamped lot plans to Admin. Asst. (Sandy)
ckliBtv3.0/Aug93 19
Hahn Engi"neenng, Inc.
North 8623 Division Street • Sitite B
Spokane, WasJiington 99208
(509) 467-1550
FAX (509) 467-8189
May 13, 1994
Spokane County Engineers
Public Works Huilding
W. 1026 Broadway Spokane, WA 99260
RE: GUINN PROPERTY
SP #926-93
ATTN: Scott Englehart
Dear Scott,
Please review the enclosed road and drainage repor-t for the above
mentioned short plat.
Please contact Jim Preble at 455-6270 with any questions or
comments. The party that is responsible for paying the review
fee is John Guinn, East 18409 4th Ave4 Greenacres, WA 99012a
Sinc ly,
James Preble
enc/ 2-drainage report with plan
2-road p 1 ans (3rd ave )
~ ,
ENGINEER'S REVIEW SHEET
BLDG. PERMIT # -or -FILE# SP=926.9-1
Related rile # ( )
Datc to Review 1-21-94 Time #
Date to AA & DR Tim.- ,
Date Received 1-6-94
Project Name SINGLE RESIDENCE No. Lots 4 No.Acres 3
Section - Township - Range
SITE ADDRESS N 4TH/ W BARKER RD PARCEL # 19551-0513
q a'~ -1,7 02
Applicant's Name JOHN A GUINN Phone # 928-6582
Address PO BOX 32-GREENAC1tES WA 90016 Work # 926-32].6
Date Conditions mailed ~ 4 1 L~
~
Contact person Phone # +
FLOOD ZONE d NO W 4 S 1 SCHOOL 356
Engineer / Surveyor's / Architcct's Name DUNSMOItE SURVEYORS
1115 N PINES
SPOKANE WA 99206
924-9748
Planning Contact Pcrson 10M VELJIC Phone # 456-2205
Date Submitted Description Initials
Z6 /I~/-t94 AGREEMENT TO PAY FEES OR PRIORII Y FEE COMPLETED & COTY TO C~COUNTING
/ WL / GI ~ FINAL PLAT FEES COMPLEIED & COPY TO ACCOUNTING ,
.~J
NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NEEDS TO BE SIGNED
DESJGN DEVWI'ION SUBMITTED ,
ALTERA'IION TO FLAT - BLOCKS c.4c LOTS
HEARING EXAM _APPROVEU _IaENIED-_APPEALED BBC / FROJECT _AI'PROVED _DENIED
~ 9-~l iA/I
5 23 9 k~ +4 1 Q"
. ~
Q
14-4
l~ 9 ~ ,~-~•C)..o ..r~ crt,.•:~.r ~ C-'~`t C~.~. vC'i G C "Y 1C?+II.x /L.("l
Y
~ ` 7- `j~ ~ S ~ SCIQ v
~ •
!n' l~ -C1~ [ ! ~ r'~n
-ct4 at.r _C~,i.., ~A .~.~.l~Y ' Y ~1
~ V
~,1 rr~11 c nti, C f A i (S
- 1- - - , - - I J' -D`' 1 ~ IL6 nJU( !"1n~ 08 ~
i' -
~1p1t\review.for
J .PLAT NAME NO: ,
STATISTICS DAT'E
Plat Check Fee LC15
Number of Lots ~
Road Miles (New) • ~ J
Total Area : ~s► ! &C-
MAP ,
North Arrow ~
Scale
Legend "
Procedures & Equipmeut ~
~
Basis of Beari»jes Al-A 5 AJC.'f'
Plat Location By Title
~
Official Siguature Blocks
Survevors Certificate /
Road Names
Road Widths ~
Adiacent Axea ~
v
Lot & Block Numbers '
R/W Dedication desigrzated
1 I'oot Strips ~
3 RPS oii GL4 Corners
Tract X ~
Lot Areas &;C~C)
Bench Mark
Closure ~
~G Cq' 1 -iAl ~rr
Description (I'o Map)
Description (To Cert) Owners
CertiGcate to Plat
v 1 Foot Strius I
RID - GPR Statement ~ LIC f~~P 44A AAc,
. ~
Access Protubited
RiW Dedication ~
Drauiaze LanQUaee clA 2e.K Tht}
Drainage Covenaut # t i` ;c I~,~~'"
Flood Insurance
Stormwater Management
208 Bond.s -$1.000.00 ea 208 PLA.NS APPROVED /v
Private Road Doc. #'s
Private Road Warning ~
Road Plans . r)
Bond Road Impro
~d -
Signed By Engineer Ak 4.f L v V'
~ - c ~1-~- c- - - ~ -
,
.
. .
k~vvlalUsLck
S
. t
HERMAN, HERMAN & JOLLEY, P. S.
ATTORNEYS AT LAW F~~~
E. 12340 VALLEYWAY FF~
SPOKANE, WASHINGTON 99216-0992
HOWARD H. NERMAN' TELEPHONE (509) 928-8310
DAVID H. HERMAN FAX (509) 927-1 ll7
l. STL' V EJOLLEY
•Of Counsel
May 6, 1997
DEAN L GEHRETT
15805 E CAMERON CT
VERADALE WA 99037
Re: Guinn to Paradox Enterprises
Dear Mr. Gehrett:
When I spoke with you by phone on January 29th, 1997
regarding the bond John Guinn had posted with Spokane
County for completion of that portion of 3rd Avenue
within his short plat No. 926-93, you told me that it
would be all taken care of within three months. It is
now just over three months and when i viewed the street
last week, it appears that nothing has been done towards
completion of the same.
When John sold Tract "C" to Paradox Enterprsies in
February of 1995, he represented that the road would be
completed July 7th, 1995 when the bond expired. It has
been over two years since Paradox purchased the lot and
the road is still not completed and Paradox Enterprises
cannot develop its lot.
I understand that you are a guarantor on the bond.
By this letter Paradox Enterprises is making demand upon
you and Spokane County to see that the improvements
covered by the bond are completed without further delay.
Any additional delay will result in signif icant damage to
Paradox Enterprises. Expecting your prompt attention to
this matter, I am,
Very truly yours,
David H. Herman
DHH:tjh
cc. Paradox Enterprises
Dave Berto, Spokane County Engineer
~ E D
,G .
~ TRANSAMERICA TITLE INSURANCE COMPANY MAR 2 11994 ;
720 NORTH ARGONNE
SPOKANE, WASHINGTON 99212 SPOp~NE COUfVTY E~~GI(dEER
(509) 922-2222 /FAX 926-1519 _ ~
PREPARED FOR: Order No.: TH-184965M
JOHN GUINN Certificate for Filing
Proposed: SP-926-93
P.O. BOX 32
ATTN: JOHN GUINN
GREENACRES, WA 99016
cc: Spokane County Planning
cc: Spokane County Engineers Charge: $125.00
cc: Dunsmore Land Surveyors Tax: 10.00
Total: $135.00
PLAT CERTIFICATE
Eff ective Date: March 14, 1994 at 8:00 a.m.
In the matter of the subdivision to be submitted to Spokane County for
approval, this company has examined the records of the Spokane County
Auditor' s and Clerk' s of f ices , and the of f ice of the Clerk of the United
States District Court holding terms in said county. This certificate is
made for the purpose herein specified, and is not to be used as a basis for
closing any transaction. Liability is limited to the amount paid for this
certificate. From such examination, the company hereby certifies the title
to the following described land, in said Spokane County, to wit:
The East half of Lots 5 and 6 in Block 27 of CORBIN ADDITION TO
GREENACRES, as per plat thereof recorded in Volume "S" of plats, page
30;
EXCEPTING THEREFROM that parcel conveyed by deed dated February 14,
1962 to Rickel and described as follows:
The East 154.55 feet of Tract 6;
EXCEPT the West 39.55 feet of the South 230 feet thereof, and the East
154.55 feet of Tract 5, all in Block 27 of said Addition;
Situate in the County of Spokane, State of Washington.
VESTED IN:
ROBERT A. MAUCHER and ARLENE R. MAUCHER, his wif e, as disclosed by
Statutory Warranty Deed under Recording No. 8212170046.
page 1 of 3 .
i
NE Quarter, Section 19, Township 25 North, Rai-
-
Spokane County, Washington.
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S P O K A. r7 E C O U N T Y
DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THfi PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Uirector
June 30, 1998
CBIC
901 N. Monroe
Spokane, WA. 99201
RE: SP 926
John A. Guinn & Elizabeth C. Guinn
Dear Sa.r or Madarn:
Please be advised that the Subdivision Roadway Improvement Bond No.
WA9621 issued by your company as surety for installations of roads and
associated drainage facilities for the above mentioned plat, dated July 7,
1994 a.n the current amount of $3,700.00 may now be rel.Eased.
If you have any questions, feel free to call our office
Very truly yours,
Bill Johns, P.E.
S e County Engi.neer
~
David A. Berto
Plat Compliance Surveyor
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
~ ~ PUNCH ~ r 1t r 1r P~ -A~'I'~ I~'Z'~ ~ ~
OFFICEM, or PrJHrE; SPOIE"C 1CT.~E;
E;E;R? SM
~N
COU1C~ ; Yr E;N vG-~.tl
PROJECT NAME: 6 a 9 LG - 93 (3 e- d ~C-+r ~ P✓► ~~0 S~
INSPECTOR: S~✓~,,,,,~ S DATE' 2-109 7
CONTRACTOR AND/OR SUBCON'I'RACTORS:
1N,rik1er, 1"j1~,hd.,,4sp L,lE
ITEMs: 1~ Revvr~r~ ~,r:Y,cre~F ~ ~ - c7r►i~ C17✓f S~✓r~r.~
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-,C •
SEWER INFORMATION:
. iU~i4- .
AIR TESTED: DATE: o PASS o FAIL
NtANDRELL: DATE: o PASS o FAII.
TV INSPECTION REQUFST: - DATE:
, INSPECTOR' S SIGNATURE:
\ _ . . ~ • ' ~ . ~ • - - - , . --~r
`
orrialm or WHIR NPOKA-Pam
COU, J ~OIF
PROJECT NAME: SP92-6 -9.3 reS )
INSPECTOR: s DATE: 8/ZS19 7
CONTRACTOR AND/OR SUBCONTRACTORS:
I'TEMS: '
I~~e "-7 n~,..c_ ~,~r Y►,,. ~ u r ll 4 an~ r P n~~, Pw f4 CQ ~
► ~
s L~Xaf_ ~ , .
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SEWER INFORMATION:
~
AIR TESTED: DATE: ❑ PASS o FAIL
. NiANDRELL: DATE: o PASS o FAII,
TV INSPECTION REQUFST: DATE:
, INSPECTOR' S SIGNAT[TRE:
5
I
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-----....----...~~~------r------...------------....~~----~~~-------..~~~~~~~~~------------
1tV-STAuDA4B ROAD JTTEMS
'
GRAD i vG AND SURFAC ING 1582='. 1 i
~Wf -~00-Q~
GRAND TOTaL j 21.312.14
~
FAX Cover Shtet ~
' Spoikane County Public Works
a 1026 W. Broadway Avenue
Spokane, WA 99260-0170 '
Phohe~ No. 5091456-3600
Fax No. 50913243478 r-el;
Date ~ ~ ~ '/::)'7• Fax No. 2 - 3 SPOR,ft COWY
To
Pages (including cover sheet) ~ `
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OFFICE or wim aromAmm
couigw-w
PROJECT NAME: sPJ2-6-93
~ 3 r~;I ~~r~ c~ a c r es ~
INSPF.CTOR: ~10"k s DATE: 8/Z519 7
CONTRACTOR AND/OR SUBCONTRACTORS:
:
ITENIS
1271,
2-) ( s
In opx" c
. ,
1^, '
EwER INFORMATION: ~
s uA
AIR TESTED: DATE: o PASS ❑ FAIL MANDRP.LL: DATE: ❑ PASS o FAII,
TV INSPECTION REQUEST: DATB:
, INSPEGwTOR' S SIGNATURE:
►J
OFFICE OF COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
Dote - 19~.~
Inter-office Communication
To
Fro
Sub1'ect ~
~
G.-
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Form 327-C.R. t
. ~ .
~
S P C7 K N 1-= Q U N "1 ' Y
- ~DIVISION OF ENGINLERING A\'17 ROnDS e A DI\+ISION OFT(aE 1'Ui3LiC WO12i:5
William A. Johns, P.E., County Engineer Dennis Ivt. Scott, P.E., Dirr.ctor
August 28, 1997
CBIC
901 N. Manroe St
Spokane, WA. 99201
RE: SP 926
JoYu1 A Guinn & Elizabeth C. Guinn
Dear Sir or Madam:
Please be advised that the Subdivision Roadway Improvement Bond No.
WA9621 issued by your company as surety for installations of roads and
associated drainage iacilities for the above mentioned plat, dated July 7,
1994 in the curr.ent amount of $21,400.00 may now be reduced to $3,700.00
(three thousand seven hundred U.S. dollars). .
. , , „
If you have any questions, feel free to call our office
Very truly yours,
Bill Johns, P.E.
Spokane Colnty Engineer
v i
„ „ . , . . . , David A. Berto Plat Compliance Surveyor
1026 1N. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 F'AX: (509) 324-3478 "('DD: (509) 324-3166
1 st BondtReduction
PROJECT SP 926 NAME D.Berto DATE 28-Aug-97
DRAINAGE ITEMS UNITS QUANTITY PRICE COST
1) Drywell - Type A@ 10% EA 0.2 1200.00 240.00
2) Drywell - Type B EA 1600.00 0.00
3) Grate - Type 1 EA 300.00 0.00
4) Grate Type 2 EA 330.00 0.00
5) Grate - Type 4@ 100% EA 2 310.00 620.00
6) Backfill For DW @ 10% CY 6 15.50 93.00
7) Type 1 Concrete Inlet @ 10% EA 0.2 150.00 30.00
8) C.M. Pipe 10" Dia. LF 22.00 0.00
9) C.M. Pipe 12" Dia. LF 25.50 0.00
10) C.M. Pipe 15" Dia. LF 27.50 0.00
11) C.M. Pipe 18" Dia. LF 29.00 0.00
12) Precast Manhole EA 1450.00 0.00
13) Solid lid EA 300.00 0.00
14) Ditch Excavation/208 Eccavation @ 50% CY 30 10.00 300.00
15) Pond Excavation CY 10.00 0.00
16) Sod SF 0.70 0.00 NON STANDARD DRAINAGE ITEMS
1) Filter Fabric Lining For 2 D.W. @ 10% LS 20.00
2) 0.00
3) 0.00
4) 0.00
. DRAINAGE SUBTOTAL 1303.00
16) Monuments @ 100% EA 2 180.00 360.00
17) 8arricade LF 30.00 0.00
18) Street Signs @ 100% EA 1 80.00 80.00
- - -
OTHER SUBTOTAL 440.00
GRADING, SURFACING, CURB, AND SIDEWALK
19) Rough Grade @ 20% CY 67.92 10.00 679.20
20) Top Course @ 10% CY 16.98 14.00 237.72
21) Base Course CY 14.00 0.00
22) Asphalt Concrete @ 10% Tons 17.41 44.00 766.04
23) Curb Type A@ 10% LF 36.19 6.60 238.85
24) Curb Type B LF 7.90 0.00
25) Curb Type R LF 7.60 0.00
26) Sidewalk SQ YD 16.40 0.00
NON-STANDARD ROAD ITEMS
1 ) 0.00
2) 0.00
3) 0.00
GRADING AND SURFACING 1921.81
INSPECTION SERVICES
CONSTRUCTION TOTAL 3,664.81
USE $3,700.00
+ titti~~:`• ~~~K _
•h 1~ y~.M
r S ~ • ~t
' ~s;; OFFICE OF
SPOKANE COUNTY ENGINEER
t
AvOIDVERBALORDERS
T0~ DATE -FROM, SUBJECT
~
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r'rat ° - 7 vo,- 1 3 tc~~.~. tc)141 4n. 014)
- ` ~ 3 f' .a t ° T D ? ` C • .:1C1 . 00 . 0},~~
, r ata - i ,io e 4
. ~ ;;ac;-( r' : : : ~ ~ D~•; lo7.
i yp2 1 Conc~~~?t~ 107o cA ~ lZ.0. 0: 4) ~:.0c7, 11te1
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-
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. ~.~3~y ' . ~v~• ~~1.'~V~ r~..~`~•
r- ~ ~ ;.'f : o . •3 1 ~ 14) 0
. - .a o ~ o 1.1
: ' Y '3 ~3 ~ • ~ ~ t' S ? ~Q ~p .t 10 ;z. 'i ~ L,
:=1s c) ha' ~ C o T1c"° v 2 - l07 -;a#T0;1 s i'4. i Jl~.l 76 %2 0. 4 0
_ i i..~:t•~ "~~Gra A
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e-...,,~ ; . :~0 -0. 0.0
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=N-`T tiNDARL ROAD ii"r---MS
t1 0
~4 . f tit ~t~
uRAD i VG AND SURF AC ING 158: • 14
f ;g 00 , C~
G RAND TOTAL ~ =,1.312. 14
I
FROM ANGLE DI ST NORI"I--0 EA aT T67
SP 926 lLOTS 5 ~ 6 SII}ELI6qES 6--22--94 Y)o Bo
AUYd INVER5E
START 10004 00000 1000e 00000 1
~ IE V V 1 V 0 00 20.0 G 6J00 1 300 1630.13000 1000.06110 2
INV S 87 39 28e 0 G 318.9600 1628e 22489 1319.01541 wJ
; INV s 0 00 13.0 W 630o 0700 9980 15489 1318.97570 4
4 INV N 89 40 04.0 W 318.9600 1 000o 00445 1 000. 001 06 5
LAT R DEP -Qio 00445 -il+. lZi01 Clt6
5 HCLOSE S 13 25 24.8 W 0.0046 1 000o 00000 1000.00000 1
PREC = 1 1C0 415250 Are~.~ _ 200979. 23 sq ft 4.61385 ac
FROM ANGLE DIST NOFdTH EAST TO
PLAl" BCIUNDRV
Ad.JT0 INVERSE
STAFd-r 1 000o 00000 1 0004 00000 1
Y INV N 0 00 20o 0 E 630o I;00 1630.13000 1000.06110 2
2 INV S 89 39 v84 0 E 164.4100 16:'9n 14800 1164, 46E317 6
E+ INV ~ 0 00 13.0 W 400. 1000 1 229 0 04800 1164.44295 7
7 INV 5 89 40 04.0 E 39a 550¢+ 1228o 81867 l2030 99228 8
8 INV S 0 00 13.0 W 2;0. 0000 9980 81867 120so 97779 9
9 INV R! 89 40 04n0 p,J 203. 980Qi 1000.00142 1Q7Qt0. 001`2 10
LAT & I?EF' --0o 00142 --0. 00122
10 lWCL(.3aE S 40 37 34.0 W 0.0019 1000. 00000 10tZ+0m00000 A
PREC = 1 TCI 891748 Ap-ea = 112698.38 sq ft 2.58720 ac
FROM ANGLE D%S1' NORTH EAS1' Tt]
L.OT SI DEL I R9ES
A19T0 I NVERSE
START 1630.13000 1000.06110 2
2 INV a 89 39 ~.?8. 0 E f64a 4A00 1629e 14800 1 Y64. 46817 E+
6 1 NV S 0 00 13.0 W 400e 1000 1229.04800 1 164. 446~.7't.1 7
7 INV S 87 4K' 04.0 E 39.5500 d22Qo 8dG767 1203.99228 8
8 INV a 0 00 13.0 w :25. 0000 100;o E31867 1203. 9781tZ+ 11
11 71VV N 89 40 04.0 W 203o 9800 1005o 0014` 1000. 00153 12
12 INV N 0 00 20.0 E 625.1300 1630a 13142 1000. 06215 13
LAT & DEF' -0. Q'+014` -0. 00105
13 HCLOSE S 36 26 28e 3 W 0.0018 16300 2 3000 1000. 061 10 2
F'REC = 1T0 93952; Rrea = 111677. 83 sq ft 2.56377 ac
,
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~ 1:- C] ~ :I,T TH - C72 C3 L-T _N
J
D1VISI0N OI" ENGINEERING AND RDADS • A DIVISiON OF THE PU13LIC WORICS DEPARTMENT
William A. Johns, P.E., Couiity Engineer Deitnis M. SeaCt, I'.E., Dircctar
Febrl,.l ary 12i 1997
csic ,
1213 Valley Street
P.Q. Rox 9271
Seattlef WA. 98109-0271
RE: SP 926
John A. Guinfl ~ Elizabeth C. Guinn
Dear Sir or Mac3arn:
Please be advised that the Subdivision Roaol,vaay
2rnprovemen't Bond No. WA9521 issuec3 by your cornparry as surety for
installations of roads and associated drainage facilitzes for the
above mentioned plat, dated July 7, 1994 in 'the currexit amount af
' $21,400.00 may, now be reduced to $15, 300. 00 (sixteen thousand
three hundred L7. S. dollars
if you have any questions, feel tree to call our office
Very truly yours,
' B111 Jor117si P. E. •
S ne Co4634---
David ~
A. Berro
Plat Compliance Surveyor
4t
~
1026 W, Broadwa}= Ave. • Spokane, WA 9426D-0170 •(509)45G-3G00 FAX: (509)324-3478 7'U0: {509} 324-3IGG ~
I
44; . + •
Road and Drainage BoriUing Estimate
PROJECT NAME DATE 12-Feb-97
DRAINAGE ITEMS UNITS QUANTITY PRICE COST
1) Drywell - Type A@ 10% EA 0.2 1200.00 240.00
2) Drywell - Type B EA 1600.00 0.00
3) Grate - Type 1 EA 300.00 0.00
4) Grate Type 2 EA 330.00 0.00
5) Grate - Type 4@ 100% EA 2 310.00 620.00
6) Backfill For DW @ 10% CY 6 15.50 93.00
7) Type 1 Concrete Inlet Pads @ 10% EA 0.2 150.00 30.00
8) C.M. Pipe 10" Dia. LF 22.00 0.00
9) C.M. Pipe 12" Dia. LF 25.50 0.00
10) C.M. Pipe 15" Dia. LF 27.50 0.00
11) C.M. Pipe 18" Dia. LF 29.00 0.00
12) Precast Manhole EA 1450.00 0.00
13) Solid lid EA 300.00 0.00
14) Ditch Excavation /208 Excavation @ 50% CY 30 10.00 300.00
15) Pond Excavation CY 10.00 0.00
16) Sod SF 0.70 0.00
NON STANDARD DRAINAGE ITEMS
1) Filter Fabric Lining For 2 D.W. @ 10% LS 20.00
2) 0.00
3) 0.00
4) 0.00
DRAINAGE SUBTOTAL 1303.00
16) Monuments @ 100% EA 2 180.00 360.00
17) Barricade LF 30.00 0.00
18) Street Signs @ 100% EA 1 80.00 80.00
OTHER SUBTOTAL 440.00
GRADING, SURFACING, CURB, AND SIDEWALK
19) Rough Grade @ 75% CY 254.7 10.00 2547.00
20) Top Course @ 100% CY 169.8 14.00 2377.20
21) Base Course CY 14.00 0.00
22) Asphalt Concrete @ 100% Tons 174.1 44.00 7660.40
23) Curb Type A@ 80% LF 289.52 6.60 1910.83
24) Curb Type B LF 7.90 0.00
25) Curb Type R LF 7.60 0.00
26) Sidewalk SQ YD 16.40 0.00
NON-STANDARD ROAD ITEMS
1) 0.00
2) 0.00
3) 0.00
GRADING AND SURFACING 14495.43
CONSTRUCTION TOTAL 16,238.43
USE $16,300.00
~ .
•
OFFiuz" OF COUNTY ENGIhr.~~R
SPOKANE COUNTY, WASHINGTON
DotP
Inter-office Co munication
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EIRaD 1 NG AND SUP,FqC IM(; 15 8`~'. :4
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G R A N D T O T a L 1.._, 12. 14
- • _
• ~ SUI, ISION BOAD*AY IlPROQEMENT BONI'U . 9
"wA9621
KYOW ALL MEIV BY THESE PRESc:ITS ,that JOHN A. GUINN AND ELIZABETH C. GUINN
( developer as "Pzincipal," and CONTRACTORS 801VDING AND I.i~tSTTRANCE COMPANY
( bondiag company), a corporation organized and e:cistiag under the laws of t3e
Scate of WAS'ri2NGTON , and aathorized to transact a suret7 business in the Scace of Washington, as "Surety," are held aad firalp bound
unza Sookane Countp, a political subdivisioa of che State of Washington, as
"Obligee," ia the penal sum of
TWEN'T'Y ONE THOUSAND FOUR HUNDRID ANND N01I00 Doilars 21, aQ0 . 00
lawful money of the United Statas of lmerica, for the payment of which the
Pzincioal and Surezy bind themselves, their heirs, executors, adminiszracors,
successors and assigns, joiatly and severally,-firalq by these preseats.
WHEREAS, said Principal is the owner of a tract o= land in Spotcane Counzy
divided and platted into lors aad known as SP92693 ,
and being located ia Secti-oa 19 , Townsnin 25 North, Range 45 E.W.K.,
ia Sookane Co untq, Washingtoa, and said County has required thaz a boad be
furnished in an amount sussicient to pay the conszructioa costs or gradiag and
surfacing to the aporove3 grades and typica_L section of the roadways ot said
plat and the instal?atioa of drainage struc=ures aad sucz other wor:c as is
y thereto, aZl in accordance With those Plat Roadwaq
incideataZ and necessar-
Imvrovement Soecifications dated JTJNE 28 , 19 94 , and to t1he
satisfac*ion of the Saokaae County Engineer; suca improvements to be completed
not 1.ater than DECIlKBER 1, , 19 94 , anless said daze be
e:cteaded at the optioa of the Sookane County Engineer.
Upon failure of the Principal to comply with the requirements statad herz-
, in within the time auzhorized, and upon aeZivery vr a writtes notics thereot by
Obligee ro Surety, the Surscy sha11 make satisfaction ta Obligee to the e.Ytent
of this Boad.
The obligatiou of thi.s Bond sha11 be kepc in full fores and e:fect until,
in the opiai.on ot the Obliges, the requirements hereia staced have been satis-
fied, fa wizi,c~ event wr=ttan rel.ease wi?1 be given by the Obligee, the Obllgee
having soie rivht to grant suca release. The Susety herzbq waives a?1 rignts
to release from the obligation excepz as herein stazed.
S IGYED dND ScAL.:D this 7TH day of JULY 19 94 -
JOHN A. GUIW AND ELIZABETH~C. GUINN ,
L iac:~
~ J~ •
By
CONIT~4,'P~CTQRS B4NDI~i tG AND P 1SZTRANCL' COMPa.NY
~ Sure Ly
. Bp • , Gt,.c..t.~ f~
(T:t 1e 1
r
.
dBIC Home Office:
Limited 1213 Valley Street
P.O. Box 9271
CONTRACTORS BONDING Power of Attorney Seattle, WA 98109-0271
AND INSURANCE COMPANY (206) 622-7053
KNOW ALL MEN BY THESE PRESENTS that COMRACTORS BONDING AND INSURANCE COMPANY, a corporation dufy orgamzed and existing under the laws of the Slate of Washington, and having
its prindpal office in Seattle, King Gounry, Washington, does by these presents make, constitute and appoint LARRY L. MORRIS, of Spakane, Washington, its true and lavrful attomey-in-fact, with full power
and authariiy hereby conferred in its name, place and stead, to execute, acknowledge and deliver. (1) SBA guaranteed pertormance and Rayment bonds noi exceeding the penal sum of $1,250,000; (2) bid
bonds for jobs where, 'rf the contract is awarded, the SBA guaranteed performance and/or payment bond(s) will not exceed $1,250,000; (3) ail ather bands coded and dassified by Ihe Surety Association of
America in its Rate Manual of Fidelity, Forgery and Surety Bonds (including future amendments thereto) asJudicial, Contract (excluding bid bonds), Miscellaneous, License and Permit, and Federal not exceeding
the penal sum of $3,000,000; (4) bid bonds for jobs vlritten pursuant to the authariiy in clause (3) above tivhere, if the contract is awarded, the performance andlor payment bond(s) will not exceed $3,000,000;
and (5) all other bonds not exceeding the penal sum of 5500,000. Provided, however, that LARR`f L. MORRIS is granted power and authority to exceed the applicable penal limit previously set forth for any
bond in an amount equal to the amount of any letter of credit, or similar security, received as collateral security by the Gampany as an inducement to issue the bond; and to bind the Company thereby as fully
and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the Company and duly attested by its Secretary; hereby ratifying Gnd confirming all that the saiG attomey-
in-fact may do in the premises. Said appointment is made under and by authoriry of the follawing resolutions adopted by the Board of Directors of the CONTRACTORS BONDING ANO INSURANCE COMPANY
on January t, 1994:
RESOLVED ihat the President is authorized to appoint as attomey-in-fact of the Company LARRY L. MORRIS with power and authoriry to sign on behalf of the Company (1) SBAguaranteed
performance and payment bands not exceedi ng the penal sum of S 1,250,000; (2) bid bonds far jobs where, if the can[ract is awarded, the SBA guaranteed perfonnance and/or payment bond(s)
will not exceed $1,250,000; (3) all otherbands ooded and classified by the Surety Assaciation of Amenca in its Rate Manual of Fidelity, Fargeryand Surety Bonds (mcluding future amendmenis
thereto) as Judicial, Contract (excluding bid bonds), Miscellaneous, License and Permit, and Federal not exceeding ihe penal sum of $3,000,000; (4) bid bonds for jabs wnlten pursuant to
the authority in clause (3) above where, if the contract is ativarded, the performance andlor payment bond(s) will not exceed 53,000,000; and (5) all othar bonds not exceeding the penal sum
of 5500,000.
RESOLVED FURTHER that LARRY L. MORRIS is granted potiver and authority to exceed the applicable penal limit set forth in the preceding resoluGon for any bond in an amount equal to
the amount of any letter of credit, or similar security, recewed as ooltateral securiry by the Company as an inducement to issue the bond.
RESOLVED FURTHER that the authority of the Secretary of the Company to certify ihe authenticity and effecUveness oethe foregoing two resolutions in any Limited Power of Ariomey is
hereby delegated to the foHowir}g persons, the signature of any of the folbwing to bind the Company with respect to the authenticiry and effecUveness of the foregoing resolutions as ii signed
by the Secretary of the Company. Bill Kafflen and David R. Edwards.
RESOLVED FURTHER that the signatures (including certificaUOn that the Po+ver of Attomey is still in force and eflect) of the President, Notary Public and persan ceRitying authen6city and
eflectiveness, and the corporate and Notary seals appearing an any Limited Power of Attorney cantaining tlhis and the foregoing resolutions as vlell as the Limited Power of Attorney itself
and its transmission, may be by facsimile; and such Limited Po+ver of Attorney shall be deemed an original in all aspects
RESOLVED FURTHER that all resolutions adopted prior to today appointing the above named as attorney-in-tact for CONTRACTORS BONDING AND IfdSURANCE COMPANY are hereby
superseded.
IN WITNESS WHEREOF, CONTRACTORS BONDING AND INSURANCE COMPANY has caused these presents to be signed by its President and its corporate seal to be hereto affixed this 1 st day of January,
1994.
~ ~ •.~~~h,
CONTRACTORS BONDING AND INSURANCE COMPANY AND 1*5~
i ~ P 0 '%0%
.
,H. L
~ ~i y • a~ :
BSteven A Gaines, President OJ~y •I 97
9
~~qSN I N
STATE OF WASHINGTON-COUNTY OF KING \
On this 1 st day of January,1994, personalty appeared STEVEN A. GAINES, to me knovrn to be the President of ihe corporation that executed Ihe foregoing Limited Povrer of Attorney and acknowledged said
Limited Power of Attomey lo be lhe free and voluntary act and deed of said corporaUon, for the uses and purposes therein mentioned, and on oath stated that he is authonzed to execute the said Limited Power
of Attorney.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written.
NOTAttY PUBLIC
S7ATE OF WASHINGTON
MOLLY A. HtlOSPGTH
~..7~ • AAy Appointment Expires JAN 9, 1997
Notary Public in and dor the te Washington, residing at Seattle
The undersig~ned, acting under hor' of the Board of Directors of CONTRACTORS BONDING AND INSURANCE COMPANY, hereby certifies, as ar in lieu of Certrficate of the Secretary o1 CONTRACTORS
BdNDING AND ItdSURAtJCE CO Y, that the above and toregoing is a full, Uue and aorrect copy of the Original Pawer of Attomey issued by said Company, and does hereby turther certify that the said
Power of Attorney is still in farce and effect. ~
GIVEN under my hand at ~a ~ i`' this ~ day of ,19
G ,J
G
PoaLM01.02-1.'S010194
~
OFFICE OF THE COUNTY ENGINEEB
SPOKANE GOUNTY, WASHINGTON
TO: BILL JOHNS
FRO1'i : DAVE BERTO a " "
DATE: July 8, 1994
SUBJECT: BOND ITEMS SP 926
The bond f or the above mention project is for the f ollowing
items:
1) Al1 the items on the approved road and drainage plans with
the exception of the sod for the "208" Swales.
c:\wpdoc\dave\memo\iteme
Y
BOND EST T MATE
PROJECT SP926 NAME DAVE BER1"0 DATE 17-,7ian-94
-----_________-_-------------___w_________________-__----___---__________________--
DRAI NAGE T TEMS UNI TS Ql1ANI TY PR % CE COaI"
1) Drywp l1 - Type A E:A 2 1200a 00 2400.00
2) Dr°ywel l Type B EA 1600.00 0.00
3) Grat e--l'Y Pe 1 EA 300.00 0.00
4) Cr-at e T y p e ` EA sstZo a00 0.00
5) Grate --rYpe 4 EA 2 310.00 620.00
6) Back f i 1 1 For DW CY 60 15.50 9a0o @+0
7) T'ype 1 Concp,ete Ynlet F'ads EA 2 150.00 300o 00
8) C. M. Pipp 10" Dia. LF 22.00 0.00
9) Ge M. Pipe 12" llia. L_F 25.50 0.00
10) C. M. Pipe 15" Diao LF 27.50 0.00
11) C. M. Pi pe 18" D; a. LF 29.00 0.00
12) Pr,ecast Manhole EA 1450.00 0.00
13> Sol id 1 id EA 300o 00 0.00
14) Ditch/208 Excavat ion CV 60 g0a 00 600n 00
15) Sod , SF 0.70 0.00
_________________________a____-_---____________________________----____________
NOiV STAh9DARll DRA I NAVE I TEMS
_.._._______.....__________--_--_____________._._----------_M___________________------______
1) f= i lter, Fabr-ic Lininy For ` D. W. L5 200o 00
2} 0.00
3) 0.00
4) 0.00
5> 0.00
6) 0.00
___________________________-____------_w_---_____-_____..e___________-___o___...._....._
DRA I NAGE SUBTOTAL. 5050.00
___________-4------------------------__-____---________--------_------_________o_
16) MonLaments EA ` 180.00 360.00
17) Bar,r, i cad e LF 30.00 0.00
im) Street Signs EA 1 80.00 80o 00
________a_______---______________________-___-_-----___--------___-----__________
OTHER SUBTOTAL 440.00
GRAD I NG, SURF'AC I NG, CURR, AND SI DEWALN.
19) Roi_tgh Grade CY 339.6 10o 00 3396e 00
20) Top Cour,se CY 169.8 14.00 2377.20
21) Base Coiar-se CY 14.00 0.00
22) Asphalt Concv°ete Tons 174.1 44.00 7660.40
23) Cl-tr-b Type A LF 361.9 6.60 2388.54
24) Curb Type B LF 7.90 0.00
25) Curb Type R LF 7.60 0.00
'
26) a i d e waI k SG? YD 16.40 0.00
NOIV--STAtVDARD ROAD r "fEMS
__________________________________________________________-__-_____w___-________
1) 0.00
0.00
0.00
~ 0.00
________m_____--__---------------------------___-----------______---------______
GRRD I NG AND SURFAC ING 15822.14
~ ~ oo - (X)
GRAND TOTAL N 21,312.14
. - ~ •
STREET QUANTITIES
PROJECT NO.- SP 926 DESIGNER- C. REICH DATE- 6/16/94
PROJECT DESCRIPTION- Short Plat 926 - Quinn Property
STREET # 1
NAME- 3RD AVENUE LENGTH- 163.41 FT. WIDTH- 36.00 FT.
BEGINNING STATION = 400.00 ENDING STATION = 563.41
TERM # 1 : CHOPPED
TERM # 2: CUL-DE-SAC STANDARD TEMP RADIUS = 45.00 RADII = 20.00
ITEM MEASUREMENT QUANTITY
SURFACE AREA- 9169.47 S.F.
ROADWAY EXCAVATION 1.00 FT. 339.6 C.Y.
CRUSHED SURFACING TOP COURSE 0.50 FT. 169.8 C.Y.
CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y.
ASPHALT CONCRETE 0.25 FT. 174.1 TONS
CURB TYPE A EXISTING 0.00 FT. PROPOSED 361.9 FT.
TOTALS
ROADWAY EXCAVATION 339.6 C.Y.
CRUSHED SURFACING TOP COURSE 169.8 C.Y.
CRUSHED SURFACING BASE COURSE 0.0 C.Y.
ASPHALT CONCRETE 174.1 TONS
CURB TYPE A 361.9 FT.
t '
SPOKANE COUNTY ENGINEERING - DEVELOPMENT ENGINEERING SERVICES
BOND ESTIMATE FORM -
PROJECT ~F 92Lo DATE (o • )Cc> • 9~ PREPARER 1L ~ PROJECT NO. SP TZCP
.
ITEM # DESCRIPTION QUANTITY PRICE TOTAL COST
1 TYPE "A" DRYWELL 2- $
2 TYPE "B" DRYWELL $
3 TRIPLE DEPTH DRYWELL $
4 FILTER FABRIC LINING
FOR TYPE A& B DRYWELLS $
5 FILTER FABRIC LINING
' FOR TRIPLE DEPTH DRYWELL $
6 BACKFILL FOR DRYWELLS C~ cx $
7 TYPE 1 METAL GRATE $
8 TYPE 2 METAL GRATE $
9 TYPE 3 METAL GRATE$
10 TYPE 4 METAL GRATE ~ $
11 TYPE 1 CONC INLET PADS $
12 WSDOT TYPE 2 GRATE $
13 WSDOT TYPE 2 CONCRETE
INLET BASE - UNIT "H" $
14 SPOKANE C0. CONC. INLET $
15 SPOKAND CO. STANDARD
CURB INLET (DRWG. #B-9) $
16 48" PRECAST MANHOLE $
17 SOLID METAL LID $
18 DITCH/208 EXCAVATION L40 f_`( $
19 8" ST SEWER - $
20 ST SEWER - $
21 10" ST SEWER - $
~
E~
1
~
22 12" ST SEWER - $ ~
23 15" ST SEWER - $ ,
~
24 18" ST SEWER - $
25 21" ST SEWER - • $ .
26 24" ST SEWER - $
27 30" ST SEWER ! $
28 3 6" ST SEWER - $
. NON STANDARD DRAINAGE ITEMS:
2
3 . $
4 $
5 $
6 $
TOTAL ESTIMATED CONSTRUCTION COST:, $
COMMENTS ON BOND ESTIMATE:
e
COPY
coROEo
9406280259 ' - DECLARATpON OF COVENAIVT ORIGINALFILEOORRE
. JUN 2 8 1994
- ~;~►►ur~
In consideration of the approval by Spokane County of 926-93 (hereinafter referred to ~t}i~ p~' , tlW~ndersigned
SPOKANE
covenants anci agrees that:
1. Spokane County is hereby granted the right of ingress and egress to all private roads and/or drainage easements, for the purpose
of inspection and emergency maintenance of drainage swules, and any other drainage facilities, if not properly maintained by the
property owners. Spokane County does not accept the responsibility to inspect and maintain the drainage easements or drainage
swales, nor does the County accept any liability for failure by the property owners to properly rnaintain such areas.
2. The property owners within this Plat shall be held responsible for keeping open and maintaining the surface path of natural or
man-made drainage flow over and across their respective properties.
3. Theproperty owners within this Plat shall maintain all water quality treatment swales ("208 swales") and drainage ditches situated
on their respective properties, and any portion of a 208 swale situated in the public right-of-way adjacent to their respective
properties with a permanent ground cover as specifieri on the current approved plans on file with the County Engiaeer's Office.
1 he property owners may install approved shrubbery and/or trees wbich do not obstruct the flow and percolation of storm
drainage water in the 208 swale and drainage ditches, as indicated by the current approved plans on file with the County
Engineer's Office.
y.
4. ^ The property owner or tiis representative shall inform each succeeding purcliaser of all drainage easements on the property and
of his responsibility for maintaining surface drainage paths and swales within said easements.
5. Spokane County cloes not accept the responsibility for maintaining the drainage course on private lots withio drainage easements
or floodplain areas, and accepts no responsibility for any damage whatsoever, including, but not limited to inverse condemnation
to any properties due to deficient construction and/or maintenance of drainage courses in drainage easements on private property.
6. Whenever the lot owners or their successors in interest fail to maintain the drainage facilities in conformance with the approved
drainage plan, a notice of such failure rnay be given to the lot owner or their successors in interest by the County. If not corrected
within the perioci indicated on said notice, the County has the right to correct the maintenance failure, or to have it corrected,
at the expense of the Iot owner or their successors in interest.
7. Any building that is constructecl on a lot in this Plat shall be set at such an elevation so as to provide positive drainage away from
any drainage entry point to the building (including but not limited to a window well, a window unprotected by a window well,
or a doorway). Said positive drainage shall consist of a minimum slope of 3% away from the building for a distance of at least
10 feet frnm the building. T6e lots shall be gradec.i so that either a) all runoff is routed away from the building, and conveyecl
over the lot to a naturll drainage swale or approved drainage facility, or b) drainage intercepteJ on the lot is disposed of on the
lot in an approveci drainage facility. The approved drainage facility shall be constructed in accordance with the approved plans
on file at tbe County Engineer's Office. Any revisions to the approved drainage plans must be approved by the County Engineer's
Office prior to construction of said revisions.
8. This covenant and agreement shall run with the lanci ancl shall be binding upon the owner, their heirs, successors or assigns,
including the obligation to participate in the maintenance of the private road and drainage facilities, as provided herein.
Y \ " ~t ~ Ok- (24,4,'1~('!Robert A. Maucher Arlene R. ucher T
. -
r John A. Guinn Elizt th C. Guinn
COUNTY OF SPOKANE )
ACKNOWLEDGEMENT: STATE OF WASHINGTON)ss, '
On this,?$44N_day of,~_v_nc_1994 before me personally
appeared Robert A. Maucher and Arlene R. Maucher, his wife, as
Trustee's of the Maucher Family Trust, known to me to be the
individuals thPv..&xaP_ufied the within and foregoing instrument and
acknowledged~,0s~T,~s, 2ment to be the free and voluntary act of
said indiv j.S•t~P~-q~
IN W he°~uses and purposes therein mentioned.
~ WHE~2~OF, have hereunto set m hand and affixed
y se t~e Y
st above written. y
g . 4. ~
`~r
Notar Pu~`,~ and q:or•.,;~he State of Washington residing
bc~,.^~~~ ,a~~1 9
at
~
~o~a
- 0
~ Z~~ ~ ~~*W""F°'°COUNTY OF SPOKANE )
ACKNOWLEDGEMENT: STATE OF WASHINGTON)ss
,
~ d s. ^
On tnis ~o t -e 1994 before me personally
i ~
appeared John vY. ua.~ *,o~idNlizabeth C. Guinn, known to me to be
the individua~a0.cte~q the within and foregoing instrument
and acknowle e'a nt to be the free and voluntar act
of said 3ndi~id`ual:.` Y
or thevuAs and purposes therejn mentioned.
IN WIT ~ESIWHE~ 1,0§',~Z~ve hereunto set my hand and aff xxed
my~. seal._.the c~y. 'ar~c~ ~ar•°ni-~§above written.
\Cl-k-01
\T ~ 1 _ 1 7 • . ~ ~.J ~ r A.~_ _ " _ _ .
OFFICE OF THE COUNTY ENGINEER
Spokane County, Washington
7une 6, 1994
To: Jim Preble - Hahn EnRineering„ Inc.
From: Development Engineering Services
RE: Language for Plat Dedication & Covenants
Project # SP 926
Drainage easements, as platted and shown hereon, which are for the purpose of installing,
operating, and maintaining drainage facilities, as conditions of plat approval, are hereby granted
to the public.
The drainage easements and lots in this Plat are subject to the separate DECLARATION OF
COVENANT as recorded under
(~w.)
Auditor's Document No.
which by reference is made a part hereof.
{WA,RNING: The draft covenant must be approved by tbe County Engineer's Office
PRIOR to recording the covenant!}
cr e
RE: Language for Plat Dedication & Covenants
Project # SP 926
DECLARATION OF COVENANT
In consideration of the approval by Spokane County of Short Plat 926 (hereinafter referred to as the "Plat"), the undersignecl
covenants and agrees that:
1. Spokane County is hereby granted the right of ingress a.nd egress to all private roads and/or drainage easements, for the purpose
of inspection and emergency maintenance of drainage swales, and any other drainage facilities, if not properly maintained by the
property owners. Spokane County does not accept the responsibility to inspect and maintain the drainage easements or drainage
swales, nor does the County accept any liabiliry for failure by the property owners to properly maintain such areas.
2. The property owners within this Plat shall be held responsible for keeping open and maintaining the surface path of natural or
man-made drainage flow over and across their respective properties.
3. The property owners withi.n this Plat shall maintain all water quality treatment swales ("208 swales") and drainage ditches situated
on tbeir respective properties, and any portion of a 208 swale situaterl in the public right-of-way adjacent to their respective
properties with a permanent ground cover as specified on the current approved plans on file with the County Engineer's Office.
The property owners may install approved shrubbery and/or trees which do not obstruct the flow and percolation of storm
drainage water in the 208 swale and drainage ditches, as indicated by the current approved plans on file witla the County
Engineer's Office.
4. T'he property owner or his representative shall inform each succeeding purchaser of all drainage easements on the property and
of h.is responsibility for maintaining surface drainage paths and swales withi.n said easements.
5. Spokane County does not accept the responsibility for maintaini.ng the drainage course on private lots within drainage easements
or floodplain areas, and accepts no responsibility for any damage whatsosver, including, but not limited to inverse condemnation
to any properties due to deficient construction arad/or maintenance of drainage courses in drainage easements on private property.
6. Whenever the lot owners or their successors in interest fail to maintain the drainage facilities i.zw conformance with the approved
drainage plan, a notice of such failure may be given to the lot owner or their successors in interest by the County. If not corrected
within the period indicated on said notice, the County has the rigbt to correct the maintenance failure, or to have it corrected,
at the expense of the lot owner or their successors in interest.
7. Any building that is constructed on a lot in this Plat shall be set at such an elevation so as to provide positive drainage away from
any drainage entry point to the building (including but not limited to a window well, a window unprotecteci by a window well,
or a doorway). Said positive drainage shall consist of a minimum slope of 3 I away from the building for a distance of at least
10 feet from the building. The lots shall be graded so that either a) all runoff is routed away from the building, and conveyed
over the lot to a natural drainage swale or approved drainage facility, or b) drainage intercepted on the lot is disposecl of on the
lot in an approved drai.nage facility. The approved drainage facility shall be constructed in accordance with the approveci plans
on file at the County Engineer's Office. Any revisions to the approveci drainage plans must be approvecl by the County Engineer's
Office prior to construction of said revisions.
8. This covenant and agre,ement shall run with the land and shall be binding upon the owner, their beirs, successors or assigns,
including the obligation to participate in the maintenance of the private road and drainage facilities, as provided herei.n.
{INDIVIDUAL OR CORPORATE ACKNOWLEDGEMENT)
- t- ~
. , . . ~
S P O 1< 4-i , , C O L) N "I, Y
OFI=1CE OF TIlE COUNTY CNCINGER • A DIVISlQN OFTIIG I'UBI.IC WORKS DEI'ARTMENT
RonalJ G! lormann, I'.L., Cuunly Engineer Dennis M. Scott, I'.E., Director
AGRErMENT TO PAY FErS
ENCINEEIt'S AGRCEMCNT NUMRCR p ~•p
-~--lc~
Tliis agreement Uetween Spokaiie Cotinty and ~.ov ~a4eo~~tiA-) ,
(nat»c oi pcrsan)
wliose interest in ilie project is
V.e. owner, agcni, etc.)
is entered into this /g clay of 19 91. Tliis agreement is applicahle to the project
known as:
~ npl~ P- ga 6 - '23 .
(rroJcct auuress ur iitcnamc bc iiic numucr)
Tliat the inciivicluals ancf parties namecl Iiere'tn as having ari interest in the above cleseribed prorerty or
rroject agree lo ilie followirig:
1. Reimburse Spokane County for rroject review ancf insrection fees as specifiecl in
Cliarter 9.14 of ilie Spokane County Cocle. The fees will bc baseci oji actual salary
costs incurred by Srokane County for rroject reviews ancl / or inspections rlus a ten
rereent aclrninislrative eliarge, ancl will he billecl mon(lily as aceruecl. Any final
billing amounts, to inclticle any late fees or atiy otlter exl)enses ineurrecl in ilie
eolleclton of an overcfue aeeount must be raici rrior to tlie Cuunty's accertance oF
ilie project for filing.
2. The unclersignecl agrees that tliese fees are clue ancl payable uroll reeeipt of tlle
billing as spccificcl above.
3. Any invoices not paicf witliin 30 days of tlte invoice clate will be suhjectecl to a late
fec cliarge of l°lo per month (12°Jo per year) on the uiipaicl Ualance of ilie account
ancl any accrued late fee charges. In adclition, if any autstanclinb b7lance on the
aceount for tliis rroject is not naici witliin 30 cfays of tlie invoice clate, no fiirtlter
revicws of tlie rroject documents will be concluctecl until tlie eritire account balance
is raicl. Any balance on tiie account for Ihis Project not raicl witliin 65 clays of the
invoice clate may result in legal action or the initation of otlter collection rroceeitires,
inclucling rcferral to a collection agency. 11ie Sponsor will be liable For any ancl all
exrenses incurrecl hy tlie Cuunty fur ilie callection of overcfue accaunts.
4. The tnontlily billing sliotilcl be sent to tlic attenlion of: NAME: ~~t`t u k r`l
ADDIZCSS:
C1TY, STA'I'E:
ZIP CODE:
PI IONC 19jp-67~~ 9J.-7V-rV?65'
I uncferstancl that failure to pay these fees may result in clelay in eornrletion or aprroval of the rrojeet or
other possible sanclions.
tf this fee asreernent is coi»rletccl by someane other tlian the Siionsor (i.e., the
rroject owncr or a rrinciral in tlie firiii spc~nsoriiig tlie project), sucli as tlte Engineer
clesigning thc rroject, tlien written autl►artzation from the Sponsor speeificsally
Atillioriziiig tlic Agetit tu execnte lhis ree e iieiit Is at itcliecl to tliis Fee
Agreement. "
SIGNATURF F3y:
, (PRINT NAMr)
,
RETURN YEL.I.OW Cn['Y TO Si''UKANE COUN'l'Y ENGINCERS
k\pVlagrccmcn.fcc 8/20/93
W. 1026 Broadway Ave. Spokane, WA 99260-0170 (509) 956•3600 FAX (509) 456-9715
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- ~ GUINN NURSERY
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, P. O. BOX 32 928-6582- -
' GREENACRES, WA 99016 ~ ~ - - _ _ . ;~0 108 - . ~
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- R E C E v P T Date A(A ~ 19 9L No. ~
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~ BEFORE THE SPOKANE COUNTY PLANNING DEPARTMENT
IN THE MATTER OF ) AMENDED FINDINGS OF
SHORT PLAT NO:x_SP-926-93 ) FACT, CONCLUSIONS
AND DECISION
THIS MATTER, an application for subdivision of land, from John Guinn has been received
and decided upon, pursuant to Spokane County Subdivision regulations, on the 7th day of
March, 1994.
- RECEIVED
FINDINGS OF FACT AND CONCLUSIONS MAR 0 7 1994
1. The individual signing below has been properly delegated the responsibility f~=fti%NN ENGINEER
the decision by the Spokane County Director of Planni.ng. •
2. The proposal is to divide approximately 2.6 acre(s) into 41ots for residences and those
uses permitted in the Urban Residential-3.5 zone. ,
3. The proposal is generally located north of 4th Avenue and approximately 320 feet east of
Greenacres Road in the NE 1/4 of Section 19, Township 25 North, Range 45 E.W.M.
Spokane County, VVashington.
4. The existing zoning of the property described in the application is Urban Residenrial-3.5,
previously estabLished as Agriculture zoning in 1958 and redesignated to Urban
Residential-3.5 on January 1, 1991 consistent with the Program to Implement the Spokane
County Zoning Code. Pursuant to RCW 58.17.195 the proposal does conform to the
requirements of the exisring Urban Residential-3.5 zone. The Urban Residential-3.5 zone
does allow duplexes for lots whic;h are twice the minimum lot size required for single
family units, or 20,000 square feet. The applicant has not proposed duplexes.
5. The Spokane County Comprehensive Plan designates this area as Urban. The
development and uses proposed are gener.ally in accord with this category. 6. The site is currently used for a wholesale nursery. Surrounding uses are pri.marily single
family residential.
7. The required public notice was provided for this proposal and agencies having a potential
interest in the project were notified and recommendarions solicited.
8. No written comments were received from any adjoining property owner.
9. The site is located outside the Public Transit Benefit Asea (PTBA) and will not be served
by public transit.
10. The Spokane County Arterial Road Plan identifies 3rd and 4th Avenues as local access
streets. Thixd Avenue wi11 be dedicated 50 feet wide across the plat. The existing right of
way width of 40 feet for 4th Avenue is inadequate to meet the Arterial Road Plan
recommendations. The County Engineer has requested dedication of an additional5 feet
of right-of -way along the site's 4th Avenue frontage.
11. The proposed short plat will be served by a public water system. Waste water disposal
will be as authorized by the Director of Utilities. 12. The Central Valley School District No. 356 has commented on the proposed short plat.
The District has indicated that existing school facilities are inadequate to serve the
proposed short plat and has requested the applicant negotiate with the District to provide
appropriate capital facilities as required by the Revised Code of Washington (RCW)
58.17.110. Approval of this short plat should include conditions requiring that provisions
for appropriate facilities be in place prior to recording this final plat in the form of a written
agreement between the property owner and the school disrrict.
13. The Spokane County Parks Department has commented on the proposed short plat. The
Parks Department has requested a voluntary agreement be completed between the Parks
Department and the property owner to naitigate i.mpacts to the County Park system. The
Spokane County Planning Department recommends the property owner negotiate with the
Spokane County Parks Department to provide for appropriate capital facilities as required
by the Revised Code of Washington (RCW) 58.17.110. Approval of this short plat
should include conditions requiring that provisions for appropriate facilities be in place
prior to recording tliis final plat in the foncn of a written agreement between the owner and
the Spokane County Parks Department.
,
. ~
'
`a
FINDINGS AND DECISION SP-926-92 Page 2
14. This proposal was received by the Planning Department prior to January 1, 1994 and the
implementation of the new Washington State Board of Health regularions on the use of on-
site sewage disposal systems.
15. Recognizing the recommended conditions and Spokane County development standards,
the proposed short subdivision makes appropriate provisions for the public health, safety
and general welfare and that the public use and interest will be served by platting the
proposed short subdivision. The subdivision proposal is generally consistent with RCW 58.17 and the County
subdivision regulations, promoting the public health, safety and general welfare in accordance with standards established by the state and Spokane County. The Planning
Department has considered the provision of public facilities as cited in RCW 58.17.110
(2). More specifically: •
a. open spaces
b. drainage ways
c. public and/or private rights-of-way
d. transit
e. potable water
f. sanitary waste disposal
g. parks and recreation facilities -
h. playgrounds
i. schools and schoolgrounds
j . sidewalks
16. The project is exempt from environmental review under the State Environmental Policy
Act pursuant to WAC 197-11-500 (6) (a).
DECISION
Based upon the above noted Findings of Fact and Conclusions, Short Plat Application SP-926-
93 is hereby APPROVED until April 1, 1997 subject to conditions noted below. Most of the
cond.irions of approval shall be accomplished by the applicant and/or sponsor prior to
finalization of the short subdivision. This decision is fi.nal unless appealed in writing,
consistent with adopted appeal procedures.
PLANNING DEPARTMENT CONDITxONS
1. A11 conditions imposed by the Planning Department shall be binding on the "Applicant",
which term shall include the owner or owners of the properry, heirs, assigns and
successors.
2. The proposal shall comply with the Urban Residential-3.5 zone(s) as amended.
3. The final plat shall be designed substantially in conformance with the preli.minary plat of
record. No increase in density or number of lots shall occur without a change of condition
application submittal and approval.
4. The Planning Director/designee shall review any proposetl final plat to ensure compliance
with these Findings and Conditions of Approval.
, 5. Appropriate road name(s) shall be indicated. 6. The preliminary plat is given conditional approval for three (3) years, specif'ically to A~. ril .
1, 1997. The applicant may request an extension of rime by submitting a written request
approximately forty-five (45) days prior to the above expiration date.
7. Appropriate utility easements shall be indi.cated on copies of the proposed final plat.
Written approval of utility easements by appropriate utility companies shall be received
with the submittal of the final plat.
8. Three (3) current certificates of title shall be furnished to the Planning Departrnent prior to
filing the final plat.
` ~ .
FINDINGS AND DECISION -SP-926-92 . Page 3
9. The plat dedication shall contain the following statement for those lots located on a
temporary cul de sac: .
"Tracts B and C are located on a temporary cul-de-sac. This temporary cul-de-sac may be
extended to provide access to adjacent property and/or connect to eacisting roads or new roads as development and/or circulation needs dictate."
10. The final plat shall indicate yard setback arc lengths on cul-de-sac lots which meet or
exceed the minimum frontage of the underlying zone of the final plat.
11. The final plat map shall indicate by a clear, dashed line the required yard setbacks from all
private, "Tract X" or public roads. The ded.ication shall contain the following statement:
"Side yard and rear yard setbacks shall be detennined at the time building pernuts are
requested unless these setbacks are specifically drafted on this final plat. The setbacks
indicated on this plat may be varied from if proper zoning approvals are obtained."
12. A plan for water facilities adequate for domestic service and fre protection sha11 be
approved by the water purveyor, appropriate fue protecrion district, County Building &
Safety Department and County Health District. The agencies will certify on the Water
Plan, prior to the filing of a final plat, that the plan is in conformance with their respective
needs and regularions. The Water Plan and certification shall be drafted on a transparency
suitable for reproduction and be signed by the plat sponsor.
13. The water purveyor shall certify that appropriate contractual arrangements and schedule of
improvements have been made with the plat sponsor for construction of the water system
in accordance with the approved Water Plan. The time schedule shall provide for
completion of the water system and inspection by the appropriate health authorities prior to
application for building pernuts within the final plat. T'he arrangements or agreements
shall include a provision holding Spokane Counry and the purveyor harmless from claims
by any lot purchaser refused a build.ing pennit due to the failwre of the subdivision sponsor
to sarisfactorily complete the approved water system.
. 14. The final plat dedication shall contain the following statement:
"The public water system, pursuant to the Water Plan approved by county and state health
authorities, the local fire protection district, Counry Building & Safety Department and
water purveyor, shall be installed within this subdivision, and the applicant shall provide
for individual domestic water service as well as fire protection to each lot prior to sale of
. each lot and prior to issuance of a building permit for each lot."
15. No building perniit will be issued for any lot within the final plat until certified by a
Washington state-licensed engineer that "the water system has been installed pursuant to
the approved Water Plan for the final plat" including a signed license stamp. The
certification may be in the form of a letter, but is preferred to be certified on a copy of the
Water Plan as a schematic map showing the "as-built" water system.
16. The Water Plan and the above conditions of approval regarding the Water Plan may be
waived by the Planning Director/designee upon receipt of letters from the appropriate
water purveyor and fire protection district stating that simple connections to an exisring,
approved water system will provide adequate domestic and fire protection water to ensure
the public health, safety and general welfare.
17. A survey is required prior to the filing of a final plat.
18. The owner shall negotiate with the Central Va.lley School District and the Spokane County
Parks Department and submit a recozded copy of the agreement(s) making appropriate
provisions for public schools and parks prior to finalization and recording of this short
plat. The agreement(s) shall provide a written descriprion of the subject property to which
the agreement(s) apply(ies) and also state the dollar amount per lot and any other agreed to
mitigating measure(s).
The Owner shall also notify any potential purchasers who have made an agreement to
purchase property within said short plat pursuant to the Revised Code of Washington
(58.17.205), that adequate provisions for school facilities and parks must be made
conditioned on a future agreement(s) between the plattor, school district, and County
Parks.
• ~
FINDINGS AND DECISION SP-926-92 . Page 4
Voluntary agreements between the Owner, School District and County Parks shall
conform to the requirements of the Revised Code of Washington Chapter 82.02.
19. The final plat(s) shall be addressed in accordance with RCW 58.17.280 and local
ordinance.
COUNTY ENGINEER'S DEPARTMENT CONDITIONS
1. The condirional approval of the plat is given by the County Engineer subject to dedication
of right-of-way and approval of the road system as indicated in the preliminary plat of
record.
2. Plans, profiles, and cross-secrions as designed to County standards showing proposed
street centerline and curb grades shall be submitted to the County Engineer for approval
prior to construcrion and/or the filing of each final plat; road plans to be prepared under the
direction of a licensed Professional Civi.l Engineer.
3. Drainage plans and design calculations showing the alignment of drainage facilities shal.l
be submitted to the County Engineer for approval prior to construction and/or the fi.ling of
the final plat. Drainage plans to be prepared under the direction of a licensed Professional
Civil Engineer.
4. Construction within the proposed public streets and easements shall be performed under
the direct supervision of a licensed engineer/surveyor, who shall furnish the County
Engineer with "as-built" plans and a certificate in writing that all improvements were
installed to the lines and grades shown on the approved construction plans and that all
disturbed monuments have been replaced.
5. No construcrion work is to be performed within the existing or proposed public right-of-
way until a pemlit has been issued by the County Engineer. All work is subject to
inspection and approval by the County Engineer.
6. All construction within the existing or proposed public right-of-way is to be completed
prior to filing each final plat, or a bond in the amount estimated by the County Engineer to
cover the cost of construction of improvements, construction certification, "as-built" plans
and monumenting the street centerlines shall be filed with the County Engineer.
7. Appropriate provision shall be made that the following-described property be held in trust
until the continuation of the streets be dedicated or deedeti: a one (1)-foot strip at the ends
or edges of all streets that terminate or border the subdivision boundary. (Temporary cul-
de-sacs are required when streets temZinate at the subdivision boundaries.)
8. Individual driveway access permits are required prior to issuance of a building pennit for
driveway approaches to the county road system. 9. Dedication of 5 feet of additional right-of-way along 4th Avenue is required.
10. Dedication of 50 feet of additional right-of-way along 3rd Avenue is required.
11. Existing county roads providing di.rect access to the plat shall be paved and/or curbed to
Spokane County standards. 12. All public roads within the plat shall be designed and constructed to Spokane County
standards.
13. The word "applicant" shall include the owner or owners of the property, his heirs, assigns
and successors.
14. To construct the road improvements stated herein, the applicant may, with the approval of
the County Engineer, join in and be a willing participant in any petition or resolution
which purpose is the formarion of a Road I:mprovement District (RID) for said
improvements, pursuant to RCW 36.88, as amended. At such time as an RID is created
or any Road Improvement Project is sanctioned by Spokane County, the improvements
required (curb, sidewalk, drainage control and paving to existing pavement) will be at the
sole expense of the undersigned owner(s), their heirs, gcantees and assigns. This
provision is applicable to 4th Avenue.
~~INGS AN.a DECISION SP-92-6-92 Pa~~ 5
15. As an altemative methoci, of consu-ucting the zoad a.mprovements stated herein, the
applicant may, vvith the approval of Che County Engineer, accomplish the zoad
impr-overrzents state.d lierein by joxning and RilTZ1Clpat1l7g lll 4x County Road r'rojee.t (CRP)
to the extent of the required xoad improvement,s. At such tixnc as an R-ED is createci or any
Road Inapravement Froject is sancdaned by Spokane Caunty, the iznpxovements required
(ouTb, sidewalk, dr°ainage cvntrol and paving to existing pavernent) will be at the sale
expense of the undersigned owner(s), thelar heixs, grantees and assigns. This provision is
applicable to 4th, Avenue.
16. The fo1lowing statement shall be placeti au the plat deciicatian.
""The owner(s) or successo,r(s) in i.nterest agree to authorize dae County to p1ace their
name(s) on a petition foT the fvrmation of a Raad Irrtprvvement District (RID) by the
petition method, pursuant to Chaptex 36,8$ RCW, which petitzon 'Mcludes the owner(s)'
pi-operty, and furtht,-r not ta object, by the signing of a. ballot, to the formation of an RIID
by the resalution methad pursuant to Chapter 36.$8 RCW, which zesolution includes the
owner(s)' property. Tf an R-ED is formed by either the petitian ar resolutian method as
provided £or i.n Chapter 36.$8 RCW, the owner(s) or succf-lssor(s) fuz-ther agree:
(a) that the improvement(s) or construcfion conteznplated within the paroposed RiD is
feasib1e;
(b) that the benefits to be derived fr~m the formation of the R-ED by the property included
therein, together with the amount of any County particxpation, exceed the cost and expense
of fom-iation of the, MOD; and
(c) that, the praperty within the propos(-,d .RID xs sufficiently developed.
Provided further that the owneT(s) or successor(s) shaJ.l retain the right, as authoxized
under R,CW 36.$$.090, to object to any assessment(s) on the pro;perty~ as a res~xlt o~' tk~e
impravements cal1ed for i~. co~njtir~ction with the ~`o~a~on of an ~ by either petitian or
resolati,an methad under Chaptex 36.88 RCW, and ta appeal to the Superior Court the
decision of the Board of County Conu-nissioners affinna.ng the fzn.al assessment aroll.
It is fuar~er agreed that at such tizne as an RID is crtazed oz any Road Improvement Project
is sanctioned by 5pakane Countyj the impravements require.d (curb, sidewalk, drainage
control and pavrng) will be at the svle empenst of the undersigned owner(s), their heixs,
gantees and assigns wxthout participatian by Spokane Caunty.
fihe RJID waiver contained in thzs agreement shall ~~piTe ,after ten (10) years fram the date
of executivn belovv. However, the owner(s) or successor(s) agree that if said RZD waiver
expires without construction of the requiTed impravementsy the owner(s) or successor(s)
agree _to co-nstzruct the re-quired ~~ravements at their own expense, pay to Spokane
County the then estimattd cost of the required improvements to enable the County to
complete the sazne, or furnish a bond oz other seeure methvd suitable to the County (which
may include the execution of anather RM waiver agreernent) ,providi.ng -for or securing ta
the Caunty the actuaJ constr-uction of the rmpz~~eintnts.
All of the requ-i.rexraents of this agreement shaU -run with the land and sMl be binding upon
t-ie owner(s), theix successor(s) or asszgn„{s}." Th-is provisian is applxcable to 4th Avenue.
17. The Ccaunty Engi.neer has designated Typical Roadway Section Number T"wo, Loca1
Access standard for the improvem,enc of Third Avenue, which is tv be constructed wixhin
the proposed develaprnent. This will requi.xe the installation of 36 feet o£ asphalt to the
east boundary line of the plat. The construction of curbing is .al.so requi.red.
18. The County Engiuneez has designated Typical Raadway Section Number 7'wo, Local
Access standa-rd far the improvement of 4th Avenue, wDaich xs adjacent to the groposed
deveLopment. '7his will require the addition of approxunately 10. to 12feet of asphalt
a.long- the frontage of the developranent. The constiuction of curbing is alsa reqixired.
19. The prvposed subdivisican shall be imp-roved to the standards set forth i.n Spxakane County
BoaY-d of Car='ssioners Res+olution No, $0-1592, as amended, which resalutinn
estabXi,shr-s regulatians far roads, approaches, drainage and fees in new constzuction.
20. The County En&eez- has examined this develapment proposal a.nd has deterrmined that the
a.rnpact of this proposal upon the exasting caunty road system warrants the dedicatian of ,
adcitiainal n'ght-of-way and. the raadway impravenaents herein specif`Yei.
,
FINDINGS AND DECISION SP-926-92 Page 6
21. There may exist utilities, either underground oz overhead, affecting the subject property,
including property to be dedicated or set aside for future acquisition. Spokane County
assumes no financial obligarion for adjustments or relocation regarding these utilities.
Applicant(s) should check with the applicable urility purveyor and the Spokane County
Engineer to detemvne whether applicant(s) or the utility is responsible for adj ustment or
relocation costs and to make arrangements for any necessary work.
22. The applicant shall make the applicable dedication for the construction of a temporary cul-
de-sac for 3rd Avenue on the east boundary line of the Plat. ]:llesign and construction shall
meet those standards as found in the Spokane County Road Standards.
COUNTY HEALTH DISTRICT CONDITIONS
1. The final plat shall be designed as indicated on the preliminary plat of record and/or any
attached sheets as noted.
2. Appropriate utility easements shall be indi.cated on copies of the preliminary plat of record
for distribution by the Planning Department to the utility companies, Spokane County
Engineer and the Spokane County Health District. Written approval of the easements by
the utility companies must be received prior to the submittal of the final plat.
3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane
County.
4. Water service shall be coordi.nated through the Disector of Utilities, Spokane County.
5. Water service shall be by an existing public water supply when approved by the Regional
Engineer (Spokane), State Department of Health.
6. Prior to filing the final plat, the sponsor shall demonstrate to the sarisfaction of the
. Spokane County Health District that an adequate and potable water supply is available to
each rract of the plat.
7. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the
recorded service area of the water system proposed to serve the plat.
8. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the
Spokane County Hea.lth District that a suitable site(s) for on-site sewage disposal
system(s) are available on tracts B. C and D.
9. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the
Spokane County Health District that the existing on-site sewage clisposal system(s)
serving the residence located on tract A is wholly located within the boundaries of the
tract.
10. Subject to specific application approval and issuance of perrnits by the health officer, the
use of individual on-site sewage disposal system(s) may be authorized.
11. The dedicatory_language of the plat will state: "Subject to specific application approval and
issuance of pernnits by the Health Off'icer, the use of on-site sewage system(s) may be
authorized."
12. The dedicatory language on the plat shall state: "Use of private wells and water systems is
prohibited."
13. The final plat dedication shall contain the following statement: "The public water system,
pursuant to the water plan approved by county and state health authorities, the local fire
protection d.istrict, County Building and Safety Department, and water purveyor, shall be
installed within this subdivision and the applicant shall provide for individual domestic
water service as well as fize protection to each lot/tract prior to sale of each lot/tract and
prior to issuance of a building pernut for each tract."
COUNTY UTILITIES DEPARTMENT CONDITIONS
1. Pursuant to the Board of County Comrnissioners Resolution No. 80-0418, the use of on-
site sewer disposal systems is hereby authorized. This authorizarion is conditioned on
compliance with all rules and regulations of the Spokane County Health District and is
4• • _
FINDINGS AND DECISION SP-926-92 Page 7
further conditioned and subject to specific application approval and issuance of permits by
the Health District.
2. The declication shall state: "The owner(s) or successor(s) in interest agree to authorize the County to place their
name(s) on a petition for the formation of ULID by petition method pursuant to RCW
36.94, which petition includes the ownex(s)' property; and further not to object by the
signing of a protest petition against the formation of a ULID by resolurion method
pursuant to RCW Chapter 36.94 which includes the owner(s)' property. PROVIDED,
this condition shall not prohibit the owner(s) or successor(s) from objecting to any
assessment(s) on the property as a result of unprovements called for in conjunction with
the formarion of a ULID by either petition or resolution method under RCW Chapter
36.94."
3. Any water service for this project shall be provided in accordance with the Coord.inateri
Water System Plan for Spokane County, as amended.
4. The dedication shall sta.te: "Each new dwelling unit shall be double-plumbed for
connection to future areawide collection systems." Parcel B and C shall be double
plumbed to 3rd Avenue.
BUILDING AND SAFETY DEPARTMENT CONDITIONS
1. The applicant shall contact the Deparmnent of Bui.ldings at the earliest possible stage of
design/development in order to be informed of code requirements administered/enforced as
authorized by the State Building Code Act. Design/development concerns include:
A.DDRESSING; FIRE APPARATUS ACCESS ROADS; FIRE HYDRANT/FLOW;
APPROVED WATER SYSTEMS; BUILDIlVG ACCESSIBILITY; CONSTRUCTION
TYPE; OCCUPANCY CLASSIFTCATTON; EXITING; EXTERIDR WALL
PROTECTION; AND ENERGY CODE REGULATTONS. (Note: The Division of
Buildings reserves the right to confirm the actual address at the nme of building permit.)
Approved the 7th day of March, 1994.
Ti.m Lawhead A.ICP, PLANNER II
Under State Law and County Ordi.nance, you have the right to appeal this decision to the
Spokane County Hearing Examiner Committee. Upon receipt of an appeal, a public hearing
will be scheduled. If you desire to file such an appeal, you must subnnit a letter along with the
correct processing fee,.payable to the Spokane County Planning Departinent, within ten (10)
calendar days from the date this decision is signed.
If you have any questions, please call the Planiung Department at 456-2205.
pc: Spokane County Engineer
Spokane County Utilities
Spokane County Health District
Spokane County Building & Safety
- Spokane County Parks Central Valley School District
Spokane Regional Transportarion Council
John Guinn, P. O. Box 32, Greenacres WA 99016
Dunsmore Land Surveying 1115 N. Pines Road, Spokane WA 99206
c • " 4 ,
OFFICE OF THE SPOKANE COUNTY ENGINEER
1026 W Broadway Ave, Spokane, WA 99260-0170 (509)456-3600 Fax 324-3478
-SHORT PLAT REQUIREMENTS-
TO: Spokane County Planning Department, Plats Administrator
FROM: Division Of Engineering & Roads Sr,oZi C-7ti&~FcNW
DATE: February 8, 1994
SUBJECT: SP # 926 ~ GOINN, JOHN A.
The followinq "Conditions of Approval" for the above refereaced subdivision
are submitted to the Spokane County Planninq Department for inclusion in the
"Fiadinqs and Order" shoul8 the shoxt plat be approved.
E 1 That conditional approval of the plat by the County Engineer is given
subject to dedication of Right-of-Way and approval of the road system as
indicated in the preliminary plat of record.
E 2 That plans, profiles and cross sections as designed to County standards
showing proposed street centerline and curb grades be submitted to the
County Engineer for approval prior to construction and/or the filing of
a f inal plat; road plans to be prepared under the direction of a
licensed Professional Civil Engineer.
E 3 That drainage plans and design calculations showing the alignment of
drainage facilities be submitted to the County Engineer for approval
prior to construction and/or the fil'ing of the final plat. Drainage
plans to be prepared under the direction of a licensed Professional
Civil Engineer. E 5 Construction within the proposed public streets and easements shall be
performed under the direct supervision of a licensed engineer/surveyor,
who shall furnish the County Engineer with "As Built" plans and a
certificate in writing that all improvements were installed to the lines
and grades shown on the approved construction plans and that all
disturbed monuments have been replaced.
E 6 No construction work is to be performed within the existing or proposed
Public Right-of-Way until a permit has been issued by the County
Engineer. All work is subject to inspection and approval by the County
Engineer.
E 7 All construction within the existing or proposed Public Right-of-Way is
to be completed prior to filing the final plat or a bond in the amount
estimated by the County Engineer to cover the cost of construction of
improvements. construction certification, "As Built" plans and
monumenting the street centerlines shall be filed with the County
Engineer.
E11 That appropriate provision be made that the following described property
be held in trust until the continuation of the streets be dedicated or
deeded: A 1 foot strip at the ends or edges of all streets that
terminate or border the plat boundary. (Temporary cul de sacs are
required when streets terminate at the plat boundaries.)
E12 The applicant should be advised that individual driveway access permits
are required prior to issuance of a building permit for driveway
approaches to the County road system.
E13 Dedication of 5 feet of additional Right-of-Way along Fourth Avenue.
E13 Dedication of 50 feet of additional Right-of-Way along Third Avenue..
E16 Existing County roads providing direct access to the plat shall be paved
and/or curbed to Spokane County standards.
E17 That all public roads within the plat be designed and constructed to
Spokane County standards.
E19 The word "applicant" shall include the owner (s) of the property, his/her
J
SHORT PLAT: # 926 / GUINN, JOHN A. 2
heirs, assigns and successors.
E20 To construct the road improvements stated herein,'the applicant may,
with the approval of thz County Engineer, join in and be a willing
participant in any petition or resolution which purposes is the
formation of a Road Improvement District (RID) for said improvements
pursuant to RCW 36.88, as amended. At such time as an RID is created or
any Road Improvement Project is sanctioned by Spokane County, the
improvements required (curb, sidewalk, drainage control and paving to
existing pavement) will be at the sole expense of the undersigned owner,
their heirs, grantees and assigns. This provision is applicable to
Fourth Avenue.
E21 As an alternative method of constructing the road improvement stated
herein, the applicant may, with the approval of the County Engineer,
accomplish the road improvements stated herein by joining and
participating in a County Road Project (CRP) to the extent of the
required road improvement. At such time as an RID is created or any
Road Improvement Project is sanctioned by Spokane County, the
improvements required (curb, sidewalk, drainage control and paving to
existing pavement) will be at the sole expense of the undersigned owner,
their heirs, grantees and assigns. This provision is applicable to
Fourth Avenue.
E22 That the following statement shall appear within the dedicatory language
of the final plat:
The owner(s) or successor(s) in interest agree to authorize Spokane
County to place their name (s) on a: petition for the formation of a
Road IYnprovement District (RID) by the petition method pursuant to
Chapter 36.88 RCW, which petition includes the owner(s) property, and
further not to object, by the signinq of a ballot, the formation of
a RID by the resolution method pursuant to Chapter 36.88 RCW, which
resolution includes the owner(s) property. If a RID is formed by
either the petition or resolution method, as provided for in Chapter
36.88 RCW, the owner(s) or successor(s) further agree: (1) that the
improvements or construction contemplated within the proposed RID is
feasible, (2) That the benefits to :be derived from the formation of
the RID by the property included therein, together with the amount
of any County participation, exceeds the cost and expense of formation
of the RID, and (3) that the property within the proposed RID is
sufficiently developed. Provided, further, the owner(s) or
successor(s) shall retain the right, as authorized under RCW
36.88.090, to obj ect to any assessment ( s) on the property as a result
of the improvements called for in conjunction with the formation of
a RID by either petition or resolution method under Chapter 36.88 RCW,
and to appeal to the Superior Court the decision of the Board of
County Commissioners affirming the final assessment roll. It is
further agreed that at such time as an RID is created or any Road
Improvement project is sanctioned by Spokane County, the improvements
required (curb, sidewalk, drainage control and paving) will be at the
sole expense of the undersigned owner, their heirs, grantees and
assigns without participation by Spokane County.
The RID waiver contained in this agreement shall expire after ten
(10) years from the date of execution below. However, the owner(s)
or successor(s) agree that if said RID waiver expires without
construction of the required improvements, the owner(s) or
successor(s) agree to construct the required improvements at their own
expense; pay to Spokane County the then estimated cost of the required
improvements to enable the County to complete the same; or furnish a
bond or other secure method suitable to the County (which may Ynclude
the execution of another RID waiver agreement), providing for or
securing to the County the actual cQnstruction of the improvements.
Al1 of the requirements of this agreement shall run with the land and
shall be binding upon the owner(s), their successor(s) or assign(s).
This provision is applicable to Fourth Avenue.
SHORT PLAT: # 926 / GUINN, JOHN A. .3
E23 The County Engineer has designated Typical Roadway Section Number Twot
Local Access Standard for the improvement of Third Avenue which is to be
constructed within the proposed development. This will require the
installation of 36 feet of asphalt to the east boundarv line of the
piat. The construction of curhing is also required.
E24 The County Engineer has designated Typical Roadway Section Number Twoi
Local Access Standard for the improvement of Fourth Avenue which is
adjacent to the proposed development. This will require the addition of
approximately 10-12 feet of asphalt along the frontage of the
development. The construction of curbing is also required.
E32 The proposed plat shall be improved to the standards set forth in
Spokane County Board of Commissioners Resolution No. 80-1592, as
amended, which establishes regulations for roads, approaches, drainage
and fees in new construction. E33 The County Engineer has examined this development proposal and has
• determined that the impact of this proposal upon the existing County
Road System warrants the dedication of additional Right of Way and the
roadway improvements herein specified.
E90 The applicant should be advised that there may exist utilities either
underground or overhead affecting the applicants property, including
property to be dedicated or set aside for future acquisition. Spokane
County will assume no financial obligation for adjustments or relocation
regarding these utilities. The applicant should check with the
applicable utilities and Spokane County Engineer to determine whether
the applicant or utility is responsible for adjustment or relocation
costs and to make arrangements for any necessary work.
SPECIAL CONDITION:
The applicant shall make the applicable dedication for the construction
of a temporary cul de sac for Third Avenue on the east boundary line of
the plat. Design and construction shall meet those standards as found
in the Spokane County Public Road Standards.
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°Road# Road Names.......... MPost. Reference Descriptio Road Log Info..........
° 02.050 PARK RD °
005834 4TH AV 00.000 STEEN RD U 19 GRAVEL 26
° 00.120 FLORA RD U 19 GRAVEL 260
° 00.190 COACH ST (END) U 19 PAVED 40
° 00.270 ARC ST (START) U 19 PAVED 400
° 00.370 TSCHIRLEY RD U 19 PAVED 40
005835 4TH AV 00.000 BMP of road U 19 PAVED 270
° 00.150 MOEN ST U 19 PAVED 16
° 00.240 GREENACRES RD (START U 19 PAVED 160
° 00.490 BARKER RD U 19 PAVED 16
° 4TH AV (END) 01.000 HODGES RD U 19 LIGHT BITUM. 160
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F O U N 'T X
• S 1~ O h ~ N -~~~..~4•=
PLANNiNG DEi'AT:TMENT VVALLiS D 1-IUl;i3AI:D, D1RECTpR
MEMORANDUM
TO: Division of Engineering and Roads
Division of Utilities
Division of Buildings
Spokane County Health District R~~E VED
Spokane County Parks Department
Spokane County Fiure District # 1
Consolidated WaterDistrict J A N 0 6 1994
Central Valley School District
S~~ COUNN ENGINEES
FROM: Thomas Veljic, Planner II ~
,
DATE: January 6, 1994
SUBJECT: Preliminary Short-Plat SP-926-93
Attached is a copy of the application and proposed preliminary Short Plat map submitted by
John Guinn for the subdivision of 3 acres into 41ots for 1 existing single family dwelling
and 3 addirional residential lots and those uses allowed in the underlying zone, which may
include duplexes.
Please review this proposal and return your comments and recommendations by January
21, 1994. If you have any questions regarding this file, you may contact me at 456-2205.
Please direct any written response to THOMAS VELJIC.
Thank you for your prompt attention.
rP
Enclosures
c: John Guinn, P. O. Box 32, Greenacres WA 99016
Lawrence Dunsmore, 1115 N. Pines Road, Spokane WA 99206
WEST 1026 BROADWAY AVENUE • SP03GANE, WASHINGTOIV 99260-0240 °(509) 456-2205
SPOKANE COUNTY PLANNING .
PR,~~~~~~~~~
PART I
A, G~~~RAL ~~IFO ~~~~~O N;
NAME OF ..PPT.T~ANIT/REP•RESENTAIWE: - - F - -n U" k ,Aj
MAlLINIU A..DDRESS:
CTTY: STATE: ZTP:
- T ,
PHO~TE: (wnrk)
' IF AP1''LICAiV'i' IS NO'X" O-W'ER, INCLUDE WRX7'TEN OWNER ATJFF'HORT'ZA`I'ION
F{~R APPLSCAN1' TO 5E~ ~~3 AS REk'RE5FNi'1',4TIVIr.
LEGAL OWNER'S N'A.1YFE: PHfJNE:
r
Mr`ilT-rNG A1JLJREe]S. ~e, ~~C~ ~ ~ ~j~ LJr~'~~ l,e+I~'T•~~iJ~~
PR+DJECT'fPRQPOSAL SITE ARLA (aCrCS Or Sq. f!) ~Ac-
~ AssE-SsOR P~~EL #s O,~ PRorECT/PROPOSAL. ~ A 4-
A~~~CENT AREA OWNTD OR CONTRC7LLED (acres or sq. f1.)
ASsESso~ PARcEL #`s o~ ADrAC,~~~ ~WNED oR c~NT~OLLED
s~~~ET ~~DRESs ~~OPOSA..
EXTSTING Z(]NE C7_.ASSIFTCAn0N(S) (DATE ESTA'I3L£SHED)
EXIsTrv~ ~~SE oF'PRo~~RTY
coMP~~~TENszVE PLAiNf cArEGoRY
• SC E•{C)01,. I)1STRICT [f ~ ~ ~ , ~ J
FFRE DY'STRICT WATER PURVEYOF:
PRoPoSrD UsE or PRoPERTY: ~
Single fLtrnify dwcllings Duplcxcs ~ ~ MulLifarrtily dwellings ( }
Manufac[urxfd horncs Industria] ( } Mixed Use( }
OLhcr { } - Dcscrit,--:
LTST PR-E~ITOUS FLANi IiNG DEPARTMENT AC"C'10N5 I~0 7THIS PROPERTY:
~
I.•
B. i~EGAL INFL}RMAT1.ON:
LOCATICJN OF F'ROPOSAL: A"I
S E CTZOiN TDVVNSHIP R.ANG E --7Z
.
.
r
Y
~~ME Or P[~BLIC xOAD(s) PROvIDLNG ACC:ESS; ~>Ik4-
~
WID`Fu OF PRoPERrr-Y FRON•rING Or ~~BL7C ROAD:
~~~S TH,E PRoPOsAL HAVE ACCESS l'O AN ARTEMA... OR PL~~~D ART~~~~ YES ~O
NAME(s) oF ARTERIAL ROADs
RECEIVED
~
JANU6 1994 - ~
t~, ,
.
S" WIN "M r-.VJ~ M- ENGINEF-R
d "
' f .
PRELEMZ~ARY 5~~~~ZT PLAT APPLZ~ATIDN Pdge 2 Of 4
LEGAL DLSCR,1J?'T'1ON OF PROPERT4` (Atlacl7 !egal description slamped by Land Surveyor). TNCLUDE LEGA.L DESCRIFTION FOR ENTi~RE A'1ZF-A T'0 BE SLTBDiVrDED OJV PRELIArfINARY S HORT PLA`i',
YF YOLT DO NIOT HOLD TITI:.AE TOPROPERTY, WHAT TS YOUR INT.ER.EST IN IT?
C. PRELIMTNAR'4~ SHORT'PL,A.T C-rl.-~NF~~L NFORMA7'ION;
NUMBER OF LOTS: ~ - GROSS AREA; ~ 6?/Z-t~
TYPICAL L,OT SIZE: PROPOSED NET DENSI7'Y*:
SMALLEST LOTSIZF: MMNRW FRONTAGE; 1:5:-)
F'ROPOS3_~;D SCjURC'F' QF' WATF_R:
lr»ilvsdual wclls { } Public SysLcr-n ~ Privai,c Communily sysLCrn
{ )
C3thcr { } - Describe: ~
FROPOSED MEANS OF SEWAGF, 17I5P4SAL:
Public sewer Comi-nunity sys[em Septic mk and drainfield,~<z -
Double Pluinbing DTy SeW~',r OLher { )
Dcscribe: UrELrTY cONrn~NITES ANm~0R. DIsTRzcTS TO PRoVrDE sF-RvlCE ro °zHIs FRaPosAL:
Eiccr~cl'Ly: Vkd Sewer: ~ G as: Water: J)/05QW 0/47ZZ:~ Phone: ~ ~ . IXA4;~ .
- DD YOLJ, OR TrHE OWNER IN TTM F-VENY,` YOJ DD NOT D;VN THIS PROPERTY, HAVE ANY PLANS FOR k'~JRE AD1,~I-FipNS, EXPAhISIONS 0R FCJRI`kER ACTTVITY RELATF-D TO THIS.
PRDPDSAI_,? Yes 'I'F YES, EXPLA.TN:
~
1). PR1L TJ YMMA RY SHORT PTa AT IM' PIZOVEMEN'T TNF(7 R MA'I" r QN~
LEVEL OF STRF-ET I,IvIPROVEMENTS PROPC]SE I7: Prjvate roads
Public r0ads ArtCria] roads Tc2c~ X roads
DESCRIBE ANY COMBINIATTOiN OF AB0VE: . ES7'fihi TEl~ TIME PERIOD E?CPECTE1~`FOR CQ~i4P E~ ]~EVEL(~P~NT OF SLTBDIVISTC}N:
~
XS PxASrNG OF'rHE Mr~ALIGATIaN DF 7RE SHORT PLAT FROPOSED? Ycs No
IF YES, SHOW PHASTNG ON THE PRELIMINARY SHORT PLAT MAP. -
Is DF-DICATzON ~F LAvD FoR PUBz..~C -UsE ~~~~LA~D (Pazxs, schoois, e~tc.)? No ~
zF YES, DESCRzBE:
* NET DEI~TSI fY ZS UNXTS OR LOTS PER ACRE M1iNUS FRIVATE ANDJOR PUBL,Y'C ROAD AREA. .
~ ~ , .
, ' -
` . -
PRELIMINARY SHORT PL.AT A.PPLICATZON Page 3 of 4
P A R'T xI
THTS SECTION OF THE A.PPLICA'T'ION WILL PROVIDE THE PLANr,TIlNG DEPARTMENT STAFF WITH )eVR1TTEN VERIFICATION THAT THE APl'LTCANT HAS HA.D PRELIMINA.RY CONSULTATION WITH THE
AGFNCTFS TDFNTTFM-D. RrSULTS OT "('(-n' PRELIMINARY CONSULTATION SHALL BE iNCORPORATED
T.N I'RE PiZOPOSAL. BEFORE FINAL, SUBMITTAL TO THE PLANNING DLPARTMENT.
FIRE MA.RSHA.LL/FTRE DXS'Z'RICT A. THIS PROPOSAI. IS WITHTN FIRE PROTECTION? U.I CT NO.-
/
B. ADEQUATE ARRANGEMENTS (HAVE) ~HAVE NOT BEEhT MADE TO MEET OUR NEEDS
Ii I PROVIDING FOR AN ADEQUATE WATER SY9-TEM AND FACILITIES FOR FIRE
PROTECTION PUfZPOSES. C
C. RECOyIMENDED FLRE FLOW: ; OR UNABLE TO CALCULATE NOW
BECAUSE USE IS NOT DEFINITIVE; AND WII.L BE DE'TERMINED AT BUILDING PERMIT
APPLTCATION I'I'ME. r~ D. REQUIREMENTS It~tCLUl7E: V`" r ~~'Y
2' /L - 9-3
~ FIRE DISTRICT SIG-NATURE/TTTLE DATE
WATER PURVEI'OR
t1. . SATiSFACTORY ARRANGEMENT -..DO.ME TIC WATER AND FIRE FLOW
RECZUXREMEN'fS (1-IAVE) (HAVEIN0T') BEEN MADE.
13. REQULREMENTS/COMMENTS:
WATER DISTRICT ~ vSIGNATU~E/TITLE ~ DATE
COUNTY I'sNGXNEER '
.A PREL,IMINARY DISCt1SSTON H.AS TAKEN PLACF AND GENERAZ. REQUIREMENTS FOR ROADS
AND DRAINrAGE T-iA`✓E BEEN DISCUSSED WITH T_E APPLICANT.
A. COMMENTS:
!
, ju v6~ 93 / S GNATURE TLE DATE
COUNTY UTILITZES
A PRELIMIiNARY DISCUSSION HAS TAKEN PLACE A.ND GENERAL REQUIREMENTS FOR
SUBMITTAL OF THIS PROFOSAZ. - (HAVE NOT) BEEN SATISFIED. THE DESIGNATED
WA'TER PURVEYOR FOR THTS SITE IS
,
A . COMMENTS : CI L I
r y
12 ^ 6,
-
~
~ T SIGNAT LAE[I'ITLE DATE
HEA.L"1'H DiS'I'RICT '
A PRELIMIINIARY DISCUSSION HAS TAKEN PLAC " - AL REQUIREMENTS FOR
. SUBMITTAL OF THIS PROPOSAL (HAVE) AVE NOT) BEEN SATTSFTED.
, •
A. COMMENTS :
- SIGNA'I,URE/TITLE DATE ~
v -
SEA'VER PURVEXOR A PRELIMTNARY. DISCUSSION HAS TA.KEN PLACE ArD GENERAL REQUIREMMiNTS FOR THE
PROVTSION OF PUBLIC SEWER ARE UNIDERSTOOD BY THE APPLICANf.
A. COMMENTS:
~ SIGNAT~~TR17--f I'ITLE / DA"I'F
~ ~
~i~•• s
1 !
PRELLMINAR~.' SHORT PLAT APPLICATTON Page 4 of 4
PART III
SURVEYOR VERIFICATION
. o w~sti~•~;S
ICENSED LikND SURVEYOR, HAVE COMPLETED THE IlvFORTv.tATION
~ Q: 1; G RIl~TION AND PRELIMINARY SH012T PLAT HAVE BEEN PREPARED BY ivlE
t)NDER- UPE~V .ON ZN ACCORDATICE WITH THE RE Q U I R EME NT S O F T HE S P O K: A N E C O U N 7
SIO t 3UI,ATIONS A.ND TT3E LAWS OF THE STATE OF WASHINGTON.
1 2606 i JL `~l
DATE: 2 //GA3
NAC LAK~ • i ~
r ESS: PHONE: 4-~i 74-gr
z~IRES 02/.,~.,..~.~ 091~jrq ~
• ~ ~c ..-r. G✓ . ZIP: Cl' i'2 O G
PART ZV
(SIGNATURE OF PROPERTY UWNERS OR LET"I'ER OF AU.I'HORIZATION)
I, THE UNDERSIGNED, SWEAR OR AFFLRivi UtNDER PENALTY OF PERJURY THAT TKE ABOVE
RESPONSES ARE MADE TRUTHFULLY AND TO THE BEST OF MY KNOWLEDGE.
IFU.kZTHER SWEAR OR AFFXRM THAT I AM THE 0~','NER OF RECORD OF THE AREA PROPOSED '
FOF THE PREVIOUSLY IDENTLI .CED LAND USE ACTION, OR, IF N'OT THE OWNER, ATTACHED
HEREWITH IS WRITTEN PERMTSSION FROIvl THE OWNER AUTT30RIZINTG MY ACTIONS ON HIS/F-ER
BEHALF.
-
SIGNED: , ,/I✓, , , . DATE:
ADDRES S• /)7VD 9 PHONE:
zrp:
STATE OF WASHINGTON ) .
) ss: .
COUNTY OF SPOKANE )
SIGNED AND $WORN OR AFFDZ,D BEFORE ME 0I\1 1HIS DAY OF
,1993,BY ~hki ,r►n
NQTARY SEA1, Nota n
ic c n ancl for Lhc Statc of Washingcon
Residing
U
My appoinlment expires: L~~
PA.RT V
(70 BE COMPLETED BY 1'HE PLANNINTG DEPARTMENT)
DATE ACCEPTED: A2 Iq 3 BY•
. /
TOTAL FEES: RECEIPT jk l /A.-I 7 .
FII..E # : ~i~ - ~„2( • c~ 3
-
.
. 93,
-Q~ ~ 426. . .
SPOKANE COUNTY PLANNING'
PRELIMINARY SHORZ PLAT APPLICATION
PART I
A. GENERAL YNFnRMATInN:
NAME OF APPLICANT/REPRESENTATIVE: ~ - fl vV
MAII.ING ADDRESS: ~e~~►-
CITY: STATE: ZIP:
PHONE: (work) gZ "0~> (home) IF APPLICANT IS NOT OWNER, INCLUDk: WRYTTEN OWNER AUTHORIZATION
" FOR APPLICANT TO SERVE AS REPRESEiYTATIVE.
LEGAL OWNER'S NAME: PHONE:
MAILING ADDRESS:
PROJECT/PROPOS AL SITE AREA (acres or sq. fl)
ASSESSOR PARCEL #S OF PROJECT/PROPOSAL ADJACENT AREA OWNED OR CONTROLLED (acres or sq. ft.)
ASSESSOR PARCEL #'S OF ADJACENT AREA QWNED OR CONTROLLED
STREET ADDRESS OF PROPOSAL
EXISTIlVG ZONE CLASSIFICATION(S) (DATE ESTABLISHED) .
EXISTING USE OF PROPERTY
COMPREHENSIVE PLAN CATEGORY
SCHOOL DISTRICT
FIRE DISTRICT WATER PURVEYOR
PROPOSED USE OF PROPERTY:
Single family dwellings Duplexcs Multifamily dwellings
Manufactured homes { ) Business ( ) Industrial ( ) Mixed Use ( )
Other ( ) - Describe:
LIST PREVIOUS PLANNING DEPARTMENT ACTIONS INVOLVING THIS PROPERTY:
B. LECAL~VFnRMATInNti
LOCATION OF PROFOSAL: SECTION • TOWNSHIP RANGE
NAN1E OF PUBLIC ROAD(S) PROVTDING ACCESS:
WIDTH OF PROPERTY FRONTING ON PUBLIC ROAD:
DOES THE PROPQSAL HAVE ACCESS TO AN ARTERIAL OR PLANNED ARTERIAL YES NO
NAME(S) OF ARTERIAL ROADS
r ~ , ' •
i . ' .
~ ~ -
Pa 3 of 4
~e
A ~ PI~.E~.II~NARY SI~OR'" PLAT ~~'~,ICATIOI~
~
PART 11
THlS SEL.T'ION OF S HE l3-4 1 .1...1CATIL.iN T7 A.L•L P14OVLDJ.:. 1 HE PL31NNINk-+ DEPARTMEl1 T STl'"L.1 F TT I1 H
WRITT'EN VERTFICATION T~AT THE APPLICANT HAS H~~ ~REL~ A OiV HA'.L SE ~ QRP~ ATED
Il~[ "S'FiE AGE~ C I E S PRDI?(~I~~ i~SATI- T BTGE DO~ F~A.L. ~~T lvI'"I'A~.. DHE P~.~~'~TIIN~'x DFFRRTN4F--NT.
M F'xRE NfARSHALY.fFXRE DXS'I'RICT
RDTEC~"IQ ~ C`' NO: ~
A. THYS PROPOSAL IS WITI-IIN FLRE P
B . AL~EQ~IATE ARRA]~~GE~i~ITS (HA~TE) ~YA~~ N~]T ~E ~.ITYES~FOR OUR ~EDS
Il~i P~tOVID~G FDR ~ ADFQUATE WA1'ER M AI~D ~"ACT
PRo~~~~~~ PURPOsEs. ~ r
~ . o~ u~~~~.~ ~a c~~c~.~~ ~o~v
c . r~CO~~~.D ~ ~.c~~u: ,
BECAUSE LTSE IS NDT DEFMTrv~E; AND WITrL BE DE'FERMTNEX7 AT BUD-DING PERNIT
APPLICATION 'II-Nffi.
~ . FtEQUI~tEIv'CE~TT`S ~CL.
t4://•,, ~ 3#~' A-,.,. (f~`~
~
FH:Z-E DIs rR1CT ~~~NA~flITi.E DATE
~ WATER FURVEYaR
F~ FLQ~N
A, . SATYSFAC'I"ORY ARRAN~'EMF-NTS FOR DONE~ TIC ~ ~~I ~lv~
REQ~MENTS (HA~TE) (HAVE 1~1~ ) 13, R~QUIR.~~ENTS JCDIvIiMfEN''['`S o
WATER DISTRiCI' SYGNATURE/rrTLE - nA'i"E ~
!
COYJNTY .NGTr2EER
A PRELI1vTINARY DISCLJSSYOIV 'HAS TAKEN PZ..ACE AND GENERAL R~Q-UIRENEN"I`5 FOR ROADS
AND DRAINAG'E HAV£ BEEN DISCCTSSEL~ ~'~T AP'LICAl'.
A. CONfM~TS: : .
~ 10 D6~ 7~
s ~rr~~ DATE
CoUNT~ UT~LITIES
A PFF-LIT1rf]niARY D15C[ISS~ON HAS TAKF-N PLA~ AND ~~E ~ ~ ~UE ~ ~T~fE ~]ESI~NATE~
SUB~riIT'TA~. DF THIS PROI'OSAL (~IA~'VE) (HA ) B
WA'FER FURVEYOR FOR THIS SITF, YS
A. C4MMENTS: _
SIGNATURE/TI1LE DATE
HEALTH DI5TRYC'T'
S FDR
A PRELyMINARY DISCUSSION HA5 TAKEN PL A~ N~`lT}~RB~E1~ ~~S ~D.
SUSN~ITT'AL OF THIS P1~OP4SAi. (~IA.VE) ~
A. COM7viENTS:
SIGNA'IUREf I`rTLE DA'I`F, _
SEWER PURVEYOR
p, P1~~~MINARY DISCUSSION HA5 TAKEN PLACE AND G ~ E1~I~TS FDR ~'F~
PRO~TISION QF P'UB~.'IC SEWER ARE U~Ti~E'RSTOOD BY THE AFPL
A. COMMENTS :
STGNATLIRF-fI'ITLE DA'TE
. - - - _ ~ . . _ - - - .
~ - - - - ~ - _ _ - ~.-i - -
. ~ _ - ' _ t.'~`.~rf :J~ " • RFi
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_ . _ _ _ ~~.;~~r9 ♦ - _
~.li~
PERM1T CENTER PASSFORT ~
~ Number:
Date: ~ . `
~ ~~one
~ 67S5Z~
i~ aC1~1 @ 7~ !
~
Address
Camments: •
CUSTOMER ROUTING
~ 4 ~,i__'"-Yi - -4~ ~ -r'-
' - ~ ' ' It'": _:'~}y~i-- ~i"~~b4'-'"rr" ?~i'
~4 ti=_-___ ~j~;,;;-~'~'r~~-,
IL1~1
n ~~'F'~1;1'1~~~~:-~-~.~~-~ ~ ~ • .
A ~i~'~d
_ p~TtE~~
I ~Y ~L~~
Addressing Admin. Fxceptian APpraach PermiC
~
~ Arterial Rd glan Info I7ood P1ain Perrnit
~ IItiilding Perniit _ ~ -
Puk~licJPrivate Roa~~
~ ~~inding Site Flan Info
C,~e Ynformatic~n
Gornmercia1 Review Cert, ofFxernption ~ Res. Bldg Perait Rev.
Comprehensive Plan Site Drainage Info
~ Conference
~ Subdivision Review'?~~a< rl Ik L--
~ Energy Code Info Cond. Use Permit
F~ire Safet}' Review Nancvnforrn=ng Use ~ Uti3iky Pemi[ _
~
~ Manufactured Rornc Pemiit Review ~ Tone Cbange, Review
~ Nieehanica] Perrnits Shorelines Info ~
~~7ED
~ ❑tlier Permits ~ Shari Plac Info iYo
L --Rev' r /"~'ime flui
. f
~
P1unybingPerrnit5 Subdivision Infa
~ T • - - _ ;
,{yr~ -•rrrr} ~
" ~.r'_: ~ ; ' ''}r r~:_ ~r.Yi•fr,4,
' 'f `nr+}. {~~L''-__ ',r9r<i~` ~ ~r'_ " },t'~ f,
~ ~ieIiSl]. U5e FeTi]11i `~~~~~~.,a , ,ft~~rl~~
p1`lYc"i~~ ~Or~~ ~i~~Q
~ PA PayI18nL
V3I7c'~144~ 1~►~1~]l, ~1
~ Re51C~e11tlSl ~~Y1C~V ~
J ~ ~vne [::I~eck Cert. orExernption
5euver PemiiCS . ~ -
?one Info _ ESubdiv'Lsion Review
_
ULID/Sewer Info
~
Zane Oange Iteview _
~
~ Np RE-1f RTQUIItED ~ NO * •L R~QUIRED
~
'Reviewer Time out Reviewer Tinie out Reviewer Tinie out
~
21
u~fi~rx~r~srC R I .rrR ~ar~s
, , . . .
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RECE I PT SUMMARY
TRANSACTION NUMBER: T9302349 DATE: 12/16/93
,
APPLICANT: GUINN NURSERY PHONE= 509 928 6582
ADDRESS: P O BOX 32
GREENACRES WA 99016
CONTACT NAME: JOHN A GUINN PHONE= 509 928 6582
TRANSACTION: PRELIMINARY SHORT PLAT
DOCUMENT ID: 1) 2) 3)
4) 5) 6)
FEE & PAYMENT SUMMARY
ITEM DESCRIPTION QUANTITY FEE AMOUNT
PRELIMINARY PLATS - SHORT 1 100.00
TOTAL DUE = 100.00
TOTAL PAID= 100.00
BALANCE OWING= .00
PAYMENT DATE RECEIPT# CHECK# PAYMENT AMOUNT
12/16/93 00014089 481 100.00 ~
PROCESSED BY: WENDEL, GLORIA
PRINTED BY: WENDEL, GLORIA
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