1999, 04-02 Permit App: 99002621 Residence Project Number: 99002621 Inv: 1 Application Page 1 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work wi -.‘rmit
Project Information:
Permit Use: RESIDENCE W/GARAGE-NATURAL GAS Contaci ASS,HARLEY C
Addre& OSEWOOD AVE
Setbacks:Front 35 Left: 25 Right: 30 Rear: 50+ C-S -, NE,WA 99208
Phonc 4/47-9792
Site Infortnation: .gmommos,
Plat Key: 005934 Name: RIDGEMONT ESTATES NORTH Distri
Parcel Number: 45252.4703
SiteAddress: 15916 E 16TH AVE Owner:Name: DOUGLASS, L L V C
VERADALE,WA USA 9903 Address: 815 E ROSE VE
Location::VER SPOKANE,
Zoning: UR 3.5 Urban Residential 3.5
Water District: Hold: 0
Area: 22,400 Sq Ft Width: 140 Depth: 160 Right Of"
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Department Review
BUILDING Site Plan Review
Comments: . 2, .
BUILDING Plan Review
ict-f7 7/ 9
Comments:
ENGINEER ' t` Approach/Drainagec--LK
f r,1)
( .11Comments:
UTILITIES Sewer Review
omments: CI , r;ld
Ci29
i 4
Project Number: 99002621 Inv: 1 Application Date: 4/2/99 Page 2 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Contractor: HARLEY C DOUGLASS INC Firm: HARLEY C DOUGLASS INC
Address: 815 E ROSEWOOD AVE Phone: (509)487-9792
SPOKANE,WA 99208
Building Characteristics
Const Category: New
Nbr Of Dwellings: 1 Occupant Load: Building Height: 35 Stories: 35
Bldg W x D: 1 x 85 Building Sq Ft: 3959 Sprinklers: 0
Req Parking: Handicap Parking: Critical Materials: El
This Application: Total Project:
Description Pm, Tvne Notes Sq Ft Valuation Sq Ft Valuation
BASEMENT U R-3 VN 1,950 $22,542.00 1,950 $22,542.00
DECK R-3 VN 120 $883.20 120 $883.20
GARAGE U-1 VN 768 $9,216.00 768 $9,216.00
RESIDENCE R-3 VN 2,009 $124,558.00 2,009 $124,558.00
Totals: 4,847 $157,199.20 4,847 $157,199.20
Item Description Units Unit Desc Fee Amount
RESIDENTIAL VALUATION 1 Y OR BLANK $1,185.00
STATE SURCHARGE 1 Y OR BLANK $4.50
RESIDENTIAL SURCHARGE 1 Y OR BLANK $260.70
Permit Total Fees: $1,450.20
Mechanical Permit
Contractor: COMPLETE HEATING&SHEET Firm: COMPLETE HEATING&SHEET
Address: PO BOX 3934 Phone: (509)533-9528
SPOKANE,WA 99220
Item Description Units Unit Desc Fee Amount
GAS WATER HEATER 1 NUMBER OF $10.00
GAS APPLIANCE<=100,000BTU 1 NUMBER OF $12.00
GAS PIPING 3 #OF UNITS $3.00
VENTILATING FANS 4 NUMBER OF $40.00
CLOTHES DRYER 1 NUMBER OF $10.00
RANGE 1 NUMBER OF $10.00
GAS LOG OR GAS INSERT 1 NUMBER OF $10.00
HOOD-TYPE II 1 NUMBER OF $10.00
Permit Total Fees: $105.00
V
I+
� M '
Project Number: 99002621 Inv: 1 Application ,„10: 4/2/99 Page 3 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work with a permit
Plumbing Permit
Contractor: GOLD SEAL MECHANICAL INC Firm: GOLD SEAL MECHA .iL INC
Address: 5524 E BOONE AVE Phone: (509)535-5944
SPOKANE,WA 99212
Item Description Units Unit Desc Fee Amc,
TOILETS/BIDETS 3 NUMBER OF $1
SINKS 5 NUMBER OF $34
SHOWERS 1 NUMBER OF $'
TUBS 2 NUMBER OF Si:' +
DISH WASHERS 1 NUMBER OF $6.(.
GARBAGE DISPOSAL 1 NUMBER OF $6.0+:
CLOTHES WASHER 1 NUMBER OF $6.0,
WATER USING DEVICES 2 NUMBER OF $12.0F'
Permit Total Fees: $96.0(,
Operator: CKF Printed By: CKF Print Date: 4/21'x.;
Permit Type Fee Amount Invoice Amount Amount Paid Amou Owing
Building Permit $1,450.20 $1,450.20 $0.00 $'' 50.20
Mechanical Permit $105.00 $105.00 $0.00 r 15.00
Plumbing Permit $96.00 $96.00 $0.00 96.00
$1,651.20 $1,651.20 $0.00 51.20
OK TO ISSUE SEWER PERMITS FOR:BLOCK 1 - LOTS 1,2 PER ROGER 6/11/98
OK TO ISSUE SEWER PERMITS FOR ALL LOTS PER BILLY 8/13/98
Spokane County
Public Works Department
Divison of Building & Planning
Receipt
Receipt Number: 2529 Customer Number
Projects Full
Project Nbr Inv Nbr Fee Amt Inv Amt Owing PAID Pmt
99002621 1 $1,651.20 $1,651.20 $1,651.20 $1,651.20
Total: $1,651.20 $1,651.20 $1,651.20 $1,651.20
Miscellaneous Items
Code Description Otv Price Amount Tax PAID
ZZE0003 APPROACH INSP 1 20.000/ NUMBER 20.00 "0.00 20.00
Comment: 99-FNA-208
ZZE0004 APPROACH PER 1 10.000/ NUMBER 10.00 0.00 10.00
Comment: 99-FNA-208
ZZE0021 PERFORMANCE 1,000 1.000/ DOLLAR 1,000.00 0.00 1,000.00
Comment: 99-FNA-208
Totals: 1,030.00 0.00 1,030.00
Total PAID: $2,681.20
Tender
Type Check Acct Balance CC Nbr Exp Date TENDERED
Checkl 10337 2,681.20
Total TENDERED: 2,681.20
Over /(Short) $0.00
Change $0.00
Notes:
Tran Date/Time: 4/7/99 1:57:43 PM
By: GWendel
Logon User: gwendel
Station: GWENDEL
Override By:
Page 1 of 1
Printed: 4/7/99 1:57:59 PM.
MAR 23 '99 12:59PM SPO►„ 4NE DEPT OF BLDG P.1
•
Single Borrel Drywell,Type "A" with
Metal Frame & Solid Lid, Type No.4
Spokane County Standard, Sta.13+00 a / 6TH A VENUE
16'Rt of C 16th Ave.
Top of Lia, 2041714' —Catch Basin, Type wih =' -
Metal Frame, Type 1 and Grate, Tyyppe i N89'23'17"W `1`
Spokane County Standard, Sta.13+00� N
O 46' Rt of Q 16th Ave. Curb Line
- - _Tp A}aGrate. 2040.35 •
- ' 2 Curb In - s, T be 2
- _ — — — _,- j3' hei one • nty,otan-oora =i{
1:1151 5.1-0 140.00' t 4 r ae — —
11. I 24.6' St. 13+3 .40, fit. o'
-�--- F-...:--204 i
r �" `_-" --- 12" HOPE��pr ipe, F @ 1.009 ��
16,4 ` _ 24.6 Z" ,2037.65 JE jC8 0 7 31.I.E._(JZW). �'
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u 49 I Bottom f pond, lev. 2039.85 —,
In �► See Detc iI A" o
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-54' X 25' Dninage Easement a.
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..... This site plan is being submitted for the purpose of z
• z obtaining a building permit and is a true and correct
LL , •, representation of the proposal.All known property
•lines/dimensions,curb.lines,structures and easement4 . . s
•have been identified: Iso' •icated are wetlands,
bodies of water,st sI•.=s or other critical areas.
Signed:
//
ao za. -• ot•
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to 0 .
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oN Q 0C 140.00'
• N89'23'17"W — — -
• HARLEY C.DOUGLASS.
`..W. MOM 815 E.ROSEWOOD
AVE.�,'of wAskt. SPOKANE.WA 99208 . a
/ .
,
' � 9-' GRAPHIC SCALE (IN FEET)
17 88 57 '
' 2857B This is not on os-built drawing. 0 15 30 60
Any modifications to this plan after
S/ONALr'1G the dote on the Engineer's stomp �ImilliM
immumum-
VOIDS the Engineer's stamp. 1" = 30'
EXP DATE 1014/ --.�-1 _ ��
—�•J MARCH 16, 1998 i.,,,dW 11140
LOT 3 BLOCK 1 6impsan Engineers, Inc.
RIDOEMONT ESTATES NORTH 8TH ADDITION p"� ENGINEERSA & LAND SURVEYORS
N.909NE, A99212 ROAD
SPOKANE, WA 99212 P14 926-1522
!! !! DETAIL ?' 3
208 PONDSECTIOND
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W
Li_ NOT TO SCALE kii
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m w BACK AND SIDES OF "208" POND ry
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O TO BE HIGHER THAN PAVEMEN I SIDE
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0 [fl D
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POND ENTRY w v ._ a Q a. m
�--AS PER PLAN. 3' MIN.--6.— VARIES 4' MIN.
r • UNE POND WITH GRASS SOU �K '�'
-�— 3 DRYWELL GRATE :�c o
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4• Stpp� _ �f li" k ;1 5�
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fid , 0,t,
t , ,' SLOPE SOD TO TOP OF DRYWELL
CONCRETE CURB INLET k r r "' " °' "' °" r ai°")
�4" PORTLAND
TYPE 1 SPOKANE CO. STD. CEMENT CONCRETE (ORYWELL 1 "208" POND FLOOR
PLAN VIEW: 1'\_/ ' i NOTE : Pond floor elevation on plan is top of sod_
L
POND ENTRY '`' NOTE : All drywells shall be installed with filter
. fabric (AMOCO 94545 or 'approved equal
`- around the Drywell barrel and between
�ASPHALT� '__i the Drain rock and excavated lateral ground.
it---3' .4— "L"=2• MINIMUM OR AS NOTE : To collect sediment, a 4'x4' (ruin.) piece of filter
EDGE fabric shall be placed between the drywell ring and
OR BACK OFCURB
SPECIFIED ON PLANS OF CURB cover when the drywell is installed, then checked
periodically and cleaned of sediment. Once gloss
has been established in the drainage smile, the
fabric shall be removed.
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DE TAIL "A ,! N
6impsan Engineers, inc.owENG*NEERS & LAND SURVEYORS
N.9O9 ARGONNE ROAD
SPOKANE. WA 99212 PR 926-1322