1999, 04-07 Permit App: 99002734 ResidenceI- M
1
Project Number: 99002734 Inv: 1 .- 'Application Date: 4/7/99 Page 1 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Permit Use: RESIDENCE/ATTACHED GARAGE - FORCED Contact: HARLEY DOUGLASS
AIR GAS Address: 815 E ROSEWOOD
Setbacks: Front 30 Left: 5 Right: 5 Rear: 20 C - S - Z SPOKANE WA 99208
Phone: (509) 487-9792
Site Information:
Plat Key: 005934 Name: RIDGEMONT ESTATES NORTH 0-t.�- District: F
Parcel Number. 45252.4710 L- 10 �
SiteAddress: 15915 E 17TH AVE Owner: Name: DOUGLASS, HARLEY C
VERADALE, WA USA 9903 Address: 815 E ROSEWOOD AVE
Location:: VER SPOKANE, WA 99208
Zoning: UR 3.5 Urban Residential 3.5
Water District: 999 UNKNOWN Hold: ❑
Area: 10,000 Sq Ft Width: 80 Depth: 125 Right Of way (ft): 50
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Department Review �
BUILDING Site Plan Review . H"q- *??AE'.t1 E10 Sne
Comments: r LA- -1 - I
BUILDING Plan Review
Comments:
.$ I,o3o
ENGINEER
Comments:
Approach /Drainage
UTILITIES Sewer Review f-". O -IA-
Comments: ` V
Permits:
Project Number: 99002734 Ing»: I Application Date: 4/7/99 Page 2 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
BuUding Permit
Contractor: HARLEY C DOUGLASS INC Firm: BARLEY C DOUGLASS INC
Address: 815 E ROSEWOOD AVE Phone: (509) 487-9792
SPOKANE, WA 99208
Building Characteristics
Const Category: New
Nbr Of Dwellings:
Bldg W x D: 52 x
Req Parking:
Description
2ND FLOOR
BASEMENT F
BASEMENT U
DECK
GARAGE
RESIDENCE
1 Occupant Load:
42 Building Sq Ft:
0 Handicap Parking:
GrD
R-3
R3
R-3
R-3
U-1
R-3
_TE Notes
VN
VN
VN
VN
VN
VN
Item Description
RESIDENTIAL VALUATION
STATE SURCHARGE
RESIDENTIAL SURCHARGE
0 Building Height: 35
2526 Sprinklers: E3
0 Critical Materials: El
This Application:
so Ft Valuation
725 $44,950.00
451 $7,107.76
812 $9,386.72
120 $883.20
400 $4,800.00
538 $33,356.00
•
Totals: 3,046 $100,483.68
units Unit Desc
1 Y OR BLANK
1 Y OR BLANK
1 Y OR BLANK
Stories: 2
Total Project:
Sa Ft
Valuation
725
$44,950.00
451
$7,107.76
812
$9,386.72
120
$883.20
400
$4,800.00
538
$33,356.00
3,046 $100,483.68
Fee Amount
$900.00
$4.50
$198.00
Permit Total Fees: 51,102.50
Mecheniod Permit
Contractor: COMPLETE HEATING & SHEET Firm: COMPLETE HEATING & SHEET
Address: PO BOX 3934 Phone: (509) 533-9528
SPOKANE, WA 99220
Item DescriplY�
GAS WATER HEATER
GAS APPLIANCE<=100,000BTU
GAS PIPING
VENTILATING FANS
GAS LOG OR GAS INSERT
ung
Unit Desc
1
NUMBER OF
1
NUMBER OF
3
# OF UNITS
S
NUMBER OF
1
NUMBER OF
Fee. Amount
$10.00
$12.00
$3.00
$50.00
$10.00
Permit Total Fees: $85.00
3
MAR 23 '99 01:OOPM
HARLE'Y t DOUGLASS. INC
815 E ROSEWOOD AVE
SPOKANE. WA 99208
(00)(576
aZ%-O
DEPT OF BLDG
N89'23'17W
80.00'
ADDRESSE-- S
ZONE
N ROAD WID H SO
FRONT_ FI
COMMENT
u�
LO
29'
P.3
3ZL6 w
0
N
—IO
O
e --U — z
3Z�
I Bottom of pond, EI v,
f See Detail "A"
;. Top of Berm aroun
— N 5 ,.
---29' X 30' Drainage Easemen
6
�T---.-----------
7.50
Elev. 2039.15
4—Curb Drop, B" Deep x 6 LF �—Double Barrel Drywell,Type "B" with `-Curb Line
M Metal Frame & Grate, _Type No.4
�1cM
w1�XI 'ASy� G�
Curb Inlet Type 1, Ls6'
Spokane County Standard Spokane County Standard, Sta.4+ 66
q. opening 4+39.20 Lt., F.L.=2038.29 25'Lt of q 17th Ave.
See J1ti4da'Itd AItkn is being submitted for the Bopp(Weftte, 2038.0
��
ODTaInItly d bU11U1F1q P01111it anl&istt-title -etr►d•correet — -
�r
repr fs- 4 of tt* V sal. All knovfMF2gelrjyW
i Z86 a�
lines/dime s o s, c 1 structures and easements
ff
have been id tif' d. Also indicated are wetlands,
S/pNAL�
bodies of w t r, t ep slopes or other critical areas. GRAPHIC SCALE (IN FEET)
0 10 20 40
EXP DATE 10/4/ q
Signed: _ I
MARCH
Date:
16,1998 This is of an as -built drawing. 1" = 20'
Any modifications to this plan after rw~d 1665
the date on the Engineers stomp
&npSon
LOT 10
BLOCK 1 VOIDS the Engineer's stomp. Engineers, Inc.
RIDGEMONT ESTATES
CIVIL ENGINEERS do LAND SURVEYORS
SPOKANE WA 99212 PH 926-1322
NORTH 8TH ADDITION NN& A99212 H026
"208" POND : SECTION DETAIL
U..
0
0 <
Q Q
m W
\ 0
N
a. .0
a
w m-
POND ENTRY o - q ;
_: :: a
REF? ER MI-� PLAN, 3'. N.—� VARIES 4' MIN.
3'.:
DRYWELL GRATE UNE POND WITH GRASS SOD
•
NOT TO SCALE
BACK AND SIDES OF "208" POND
ec
0 TO BE HIGHER THAN PAVEMENT SIDE
0
,z
0
z
stoE
CONCRETE CURB INLET,
TYPE i SPOKANE GO. STD.:; CEMENT CONCRE1E
PLAN VIEW: . .
SJ/VE'
SLOPE SOD TO TOP OF DRYWELL
(DRYWELL 1 "208'° POND FLOOR
NOTE : Pond floor elevation on plan is top of sod.
POND ENTRY ''' NOTE : Alt drywells shall be installed with filter
fabric (AMOCO #4545 or approved equal
around the Dryweli barrel and between
the Drain rock and excavated lateral ground.
�3' "L"=2' MINIMUM OR AS
SPECIFIED ON PLANS NOTE : To collect sediment, a 4'x4' (min.) piece of filter
fabric shall be . placed between the drywell ring and
cover when the drywell is installed, then checked
periodically and cleaned of sediment. Once grass
hos been established in the drainage swale, the
fabric shall be removed.
..'"."--ASPHALT�
EDGE OF PAV'T.
OR BACK OF CURB
4):-�
DETAIL "A"
ibimpsan Engineers, inc.
COAL ENGINEERS R LAND SURVEYORS
N.909 ARGONNE ROAD
SPDXAN[. WA 99212 P11 926-1522
Ia.M.A 1 NZ
66. EEJI4
01:00PM SPO UIE DEPT OF BLDG