2000, 05-23 Permit App: 00004087 Residencei
Project Number: 00004087 Inv: 1 Ap'p'MCat1011 Date: 05/23/2000 Page 1 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Permit Use: RESIDENCE W/GARAGE - GAS Contact: LANZCE G DOUGLASS, INC
Address: 815 E ROSEWOOD AVE
C - S - Z: SPOKANE WA 99208
Setbacks: Front 30 Left: 30 Right: 5 Rear: 40 Phone: (509) 483-6532
Group Name:
Site Information: Project Name:
Plat Key: 006057 Name: SPRINGFIELD 1ST @ AUTUMN CREST District: F
Parcel Number: 45261.5910 Block: 2 Lot: 10
SiteAddress: 15226 E 17TH CT Owner: Name: LANZCE G DOUGLASS, INC
VERADALE, WA USA 9903 Address: 815 E ROSEWOOD AVE
Location:: VER SPOKANE WA 99208
Zoning: UR -3.5 Urban Residential 3.5
Water District: 010 VERA Hold: ❑
Area: 11,476 Sq Ft Width: 90 Depth: 128 Right Of Way (ft): 50
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Department
BUILDING
Hold Reasons:
Permit Conditions:
BUILDING
Hold Reasons:
Permit Conditions:
ENGINEER
Hold Reasons:
Permit Conditions:
UTILITIES
Hold Reasons:
Permit Conditions:
Review
Site Plan Review
Plan Review
Approach / Drainage
Sewer Review
By:
By: .S.Z y— Do -
Permits:
Project Number: 00004087 Inv: 1 Application Date: 05/23/2000 Page 2 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Contractor: LANZCE G DOUGLASS, INC Firm: LANZCE G DOUGLASS, INC
Address: 815 E ROSEWOOD AVE Phone: (509) 483-6532
SPOKANE, WA 99208
Totals:
3,278 $142,996.44
3,278 $142,996.44
Item Description
Units
Building Characteristics
Fee Amount
RESIDENTIAL VALUATION
Const Category: New
Group: R-3 Type: VN
$1,110.00
STATE SURCHARGE
Nbr Of Dwellings:
1
Occupant Load:
Building Height:
Stories:
2
Bldg W x D: 55
x 51
Building Sq Ft:
2618 Sprinklers: ❑
$1,358.70
Req Parking:
—
Handicap Parking:
Critical Materials: ❑
Address: 311 N HODGES RD
Phone: (509) 924-9921
GREENACRES, WA 99016
This Application:
Total Project:
Description
Grp
Tyne Notes
SQ Ft Valuation
SQ Ft
Valuation
2ND FLOOR
R-3
VN
780 $48,360.00
780
$48,360.00
BASEMENT U
R-3
VN
529 $6,115.24
529
$6,115.24
DECK
R-3
VN
120 $883.20
120
$883.20
GARAGE
U-1
VN
540 $6,480.00
540
$6,480.00
RESIDENCE
R-3
VN
1,309 $81,158.00
1,309
$81,158.00
Totals:
3,278 $142,996.44
3,278 $142,996.44
Item Description
Units
Unit Desc
Fee Amount
RESIDENTIAL VALUATION
1
Y OR BLANK
$1,110.00
STATE SURCHARGE
1
Y OR BLANK
$4.50
RESIDENTIAL SURCHARGE
1
Y OR BLANK
$244.20
Permit Total Fees:
$1,358.70
Mechanical Permit —
—
Contractor: DANCAR MECHANICAL INC.
Firm: DANCAR MECHANICAL INC.
Address: 311 N HODGES RD
Phone: (509) 924-9921
GREENACRES, WA 99016
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
5
NUMBER OF
$50.00
CLOTHES DRYER
1
NUMBER OF
$10.00
GAS LOG OR GAS INSERT
1
NUMBER OF
$10.00
Permit Total Fees:
$95.00
PLAT BOUNDARY
PROPERTY BOUNDARY
0
0
PROPERTY LINE
TYPE "B" CURB
AND GUTTER
BOUNDARY OF FLAT, LEVEL
POND BOTTOM_ AREA
DRAINAGE
EASEMENT
STA 50+43, 32.5' LT.
-_,INSTALL TYPE "B" DRYWELL WITH
TYPE 4, METAL FRAME & GRATE PER
SPOKANE -COUNTY STANDARD
PLAN B-10
GRATE ELEV.= 2054.15
EXPIRES 9/24/
POND "F"
FINISHED POND BOTTOM ELEV.= 2053.65
MIN. BERM ELEV.= 2055.42
NOTE:
BUILDER TO ADD IRRIGATION AND
TURF GRASS TO POND
PROPERTY LINE
1.—CHARLES R
TYPE "B" CURB
AND GUIItR
50
CONSTRUCT 6" THICK HEAVY DUTY SIDEWALK
SECTION FOR 20'. CENTER 20' SECTION EITHER
ON STATION NOTED OR ADJACENT TO TYPE "2"
CURB INLET
CLC Associates, Inc.
Planning • Engineering Land Surveying
Architecture • Landscape Architecture
707 West 7th • Suite 200 (509) 458-6840
Spokane, WA 99204 FAX: (509) 458-6844
51
__STA 50+51, LT.
(ST. GRARLESS ROAD)
INSTALL CURB INLET TYPE 2
PER SPOKANE COUNTY
STANDARD PLAN B-9
TC ELEV.=2055.22
LOT 10, BLOCK 2
SPRINGFIELD 1st ADDITION
AT AUTUMN CREST
99141: LOTPLAN.DWG
DATE 10-19-99
SCALE: 1"=20'
NOTE:
BUILDER TO ADD IRRIGATION
AND TURF GRASS TO POND.
NOTE:
PROVIDE FILTER FABRIC (AMOCO 4545 OR ECUAL) BETWEEN
THE NATIVE SOIL AND THE WASHED DRAIN ROCK AND BETWEEN
THE WASHED DRAIN ROCK AND THE DRYWELL BARREL
EASEMENT
OR R.O.W.
DRAINAGE EASEMENT AS SPECIFIED ON PLAN
MIN. BERM ELEV.=
FINISH GRADE ELEV. + 1.Z OR
INLET FLOWLINE ELEV. + 0.5'
WHICHEVER I5 GREATEST
3 MAX.
Q1
2" SOD ON TOPSOIL SOD
INSTALLED CONCURRENT \MTH
OCCUPANCY OF ADJACENT HOUSE
GRATE ELEVATION
DRAINAGE
STRUCTURE
A
2" DEPRESSION
NORMAL GUTTER LINE --
.33' MIN.
B
CONCRETE APRON
—GUTTER
FLOWUNE
CURB INLET
TYPE B CURB
AND GUTTER
1W
2" MIN. TOPSOIL ON
GRADED POND BOTTOM
• GRADED POND BOTTOM 16"
BELOW NORMAL GUTTER FLOWUNE
SEC11ONAL VIEW
TYPICAL '208' POND WITH DRAINAGE STRUCTURE
4" THICK P.C.C.
NOT TO SCALE
WARNING:
THE USE OF SILTY LOAM IS PROHIBITED AS
A POND BOTTOM MATERIAL.
EXPIRES 9/24/AM
CLC Associates, Inc.
Planning • Engineering • Land Surveying
Architecture • Landscape Architecture
707 West 7th • Suite 200 (509) 458-6840
Spokane, WA 99204 FAX: (509) 458-6844
SPRINGFIELD FIRST ADDITION
AT AUTUVN CREST
99176:LOT—PLN.DWG
DATE: 10-19-99