1997, 09-29 Permit App: 97007765 ResidenceJ PROJECT NUMBER= 97007765 APPLICATION DATE= 09/29/97 PAGE= 01
PROJECT NUMBER= 97007765 APPLICATIONz DATE= 09/29/97 PAGE= 01
****** THIS IS NOT A PERMIT ******
PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
----------------------------------------------------------------------------
SITE STREET= 1826 S LIMERICK DR
ADDRESS= VERADALE WA 99037
PARCEL#= 45252.9071PTN
PERMIT USE= RESIDENCE/ATTACHED GARAGE - FORCED AIR GAS
PLAT#= 005868 PLAT NAME= RIDGEMONT ESTATES NORTH 7TH AD
BLOCK=
3 LOT=
1 ZONE= UR -3.5
DIST#= F
AREA=
00000000 F/A=
F WIDTH=
DEPTH= R/W= 50
# OF BLDGS=
1 # DWELLINGS=
1 WATER DIST
= VERA
OWNER=
DOUGLASS, HARLEY
PHONE=
509 483 6532
STREET=
1711 S SONORA ST
ADDRESS=
VERADALE WA 99037
CONTACT NAME=
HARLEY DOUGLASS
PHONE
NUMBER= 509 487 9792
BUILDING SETBACKS: FRONT= 30 LEFT=
34 RIGHT= 23
REAR= 20
****************************** REVIEW INFORMATION *****************************
DEPARTMENT REVIEW REQUIREMENT
---------- --------------------------------------------------------------
BUILDING PLAN REVIEW REQUIRED
COMMENTS:
BUILDING SETBACK REVIEW REQUIRED ��� T -T (AC"Fzn
COMMENTS: LTE P-t-7�J `~ a L/ c l
BUILDING SEWER PERMIT PENDING 1 f5 - o`-'
'
E GINEER APPROACH/FLOOD PLAIN/DRAINAGE •
MMENTS: of
******************************* BUILDING PERMIT *******************************
CONTRACTOR= HARLEY C DOUGLASS INC PHONE= 509 487 9792
STREET= 815 E ROSEWOOD AVE
ADDRESS= SPOKANE WA 99208
NEW= X REMODEL= ADDITION= CHANGE OF USE=
DWELL UNITS= 1 OCCUP. LD= BLDG HGT= 35 STORIES= 2
BLDG W X D = 53 X 42 SQ FT= 1208 SPRINKLER= N
REQ PARKING= #HANDICAP= CRITICAL MAT= N
PROJECT NUMBER= 97007765 APPLICATION DATE= 09/29/97 PAGE= 02
DESCRIPTION
GROUP
TYPE
SQ FT
VALUATION
-----------
BASEMENT F
-----
R-3
----
VN
-----
630
---------
9450.00
BASEMENT U
R-3
VN
578
6358.00
DECK
R-3
VN
120
840.00
GARAGE
U-1
VN
704
8448.00
RESIDENCE
R-3
VN
578
34102.00
2ND FLOOR
R-3
VN
630
37170.00
ITEM DESCRIPTION
---------------------
RESIDENTIAL VALUATION
RESIDENTIAL SURCHARGE
STATE SURCHARGE
QUANTITY FEE AMOUNT
-------- ----------
Y 873.75
Y 192.23
Y 4.50
MECHANICAL PERMIT ************
CONTRACTOR= COMPLETE HEATING & SHEET METAL PHONE= 509 533 9528
STREET= PO BOX 3934
ADDRESS= SPOKANE WA 99220
ITEM DESCRIPTION QUANTITY FEE AMOUNT
GAS APPLIANCE<=100,000BTU 1 12.00
GAS WATER HEATER 1 10.00
GAS PIPING 2 2.00
VENTILATING FANS 5 50.00
**************** PLUMBING PERMIT ************************
CONTRACTOR= GOLD SEAL MECHANICAL INC PHONE= 509 535 5944
STREET= 5524 E BOONE AVE
ADDRESS= SPOKANE WA 99212
ITEM DESCRIPTION QUANTITY FEE AMOUNT
TOILETS/BIDETS
3
18.00
TUBS
2
12.00
SINKS
5
30.00
DISH WASHERS
1
6.00
CLOTHES WASHER
1
6.00
GARBAGE DISPOSAL
1
6.00
FLOOR DRAINS
1
6.00
WATER USING DEVICES
2
12.00
PERMIT TYPE FEE
AMOUNT
AMOUNT PAID
AMOUNT OWING
----------------------------
BUILDING PERMIT
1070.48
------------
.00
-------------
1070.48
MECHANICAL PRMT
74.00
.00
74.00
PLUMBING PERMIT
96.00
.00
96.00
-------------
-------------
1240.48
------------
.00
1240.48
PROJECT NUMBER= 97007765 APPLICATION DATE= 09/29/97 PAGE= 03
POND ENTRY
"208" POND SECTION DETAIL
U-
0 NOT TO SCALE
Q �
00, BACK AND SIDES OF "208" POND
0 ` TO BE HIGHER THAN PAVEMENT SIDE
a o 0 0
0 M z z
o 0 0
w v a a
ASL
S PER PLAN, 3' MIN. VARIES 4' MIN.
L
3' DRYWELL GRATE LINE POND WITH GRA:
IkL
4' r SCt?p�� � g
a
TL.
CONCRETE CURB INLET 4" PORTLAND
I am
TYPE 1 SPOKANE CO. STD. CEMENT CONCRETEf t
( DRYWELL
PLAN VIEW:-��`-�_1
X4:1
SLOPE SOD TO TOP OF DRYWELL
"208" POND FLOOR
NOTE : Pond floor elevation on plan is top of sod,
POND ENTRY
`►5;
''� NOTE
All drywells shall be installed with filter
fabric (AMOCO #4545 or approved equal
"'t
''
the Drain rock and excavated lateral ground.
EDGE OF PAV'T.
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
OR BACK OF CURB
cover when the drywell is installed, then checked
periodically and cleaned of sediment. Once grass
has been established in the drainage Swale, the
fabric shall be removed.
DETAIL "A "
rW.P" 1944
meson Engimem Inc,
CIML ENGYNEERS & LAND SURVEYORS
N.909 ARGONNE ROAD
SMANE, WA 99212 PH 926-1322
j} J
'1- -J8.4,
'N56-t8'15"E
.AE; .
��t ►► y2,l_ Gtr
��r err
ADDRESS I Z% C I1►'1IC�I
ZONE -3 �5
ROAD WIDTv
FRONT NKING
COMMENT
REVIEWED R _
i J 1 t\
1
I � r qz^o
1
� O
{{ 1 If
f
� 34.134' ti
� I
# Pon Bottom 5. i o
-� 97.70' o
V
~- Curb Line`
2 tAN
U /n qn- (G - oa
T 7q ,{! /may- Tl7- +wry' (T��
,..•,•r L dT.� ERI S 1 L'� 7,'i VLI
N56i8'l5"E
f XP DATE W,4- R �`-1
Single Barrel Dryweil,Type "Aa with Curb Drop, 8" Deep x 5 LF
Metal Frame & Grate, Type No.4 Curb Inlet, Type 1, L=5'
Spokane County Standard, Sta_29+84 Spokane County Standard
25' Lt of (L Limerick Drive CL opening 0+44 Rt., F.L.-2445.70
Top of Grate 2045.4.7 See Detail "A'
Bottom of pond, Elev. 2044.97
Top of Berm around pond, Elev. 2046.6
See Detail "A"
RIDGEMONT ESTATES NORTH 7TH ADDITION
U3
so
ff
Q
0
W
2346r -
GRAPHIC SCALE (IN FEET)
0 10 20 40
1" 20'
MARCH 31, 1997
LOT 1 BLOCK 3
This is not an as—guilt drawing.
Any modifications to this plan after
the date on the Engineer's stamp
VOIDS the Engineer's stamp.
Fa,"He
iO
7TE�)SOTL E9tR4Tb8 m% 17W.
CIVIL ENGINEERS & LAND SURVEYORS
N.909 ARGONNE ROAD
SPOKANE, WA 99212 PH 926-1322