1996, 06-21 Permit App: 96004688 Garage Rt
PROJECT NUMBER= 96004688 APPLICATION DATE= 06/21/96 PAGE= 01
****** THIS IS NOT A PERMIT ******
PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
SITE STREET= 324 N SHAMROCK ST PARCEL#= 45134.2305
ADDRESS= VERADALE WA 99037
PERMIT USE= DETACHED GARAGE - 24 X 32
PLAT#= 005236 PLAT NAME= ARMSTRONG ESTATES
BLOCK= 2 LOT= 5 ZONE= UR-3.5 DIST#= F
AREA= 00012960 F/A= F WIDTH= 90 DEPTH= 1450 R/W= 50
# OF BLDGS= 1 # DWELLINGS= 1 WATER DIST = VERA
OWNER= BOGGS, MELVI �?�11 PHONE= 509 922 0438
STREET= 14918 E 3EitD��CT
ADDRESS= VERADALE WA 99037
CONTACT NAME= MELVIN BOGGS PHONE NUMBER= 509 922 0438
BUILDING SETBACKS: FRONT= 46 LEFT= 36 RIGHT= 11 REAR= 27
******,t****,t***,r************,t* REVIEW INFORMATION *****************************
DEPARTMENT REVIEW REQUIREMENT
BUILDING PLAN REVIEW REQUIRED
COMMENTS: ( c
BUILDING SETBACK REVIEW REQUIRED c c : e
COMMENTS: P1.� G , io/41 /
ENGINEER APPROACH/FLOOD PLAIN/DRAINAGE A 4 S ZJ ' ;•.00
COMMENTS: /YJ
HEALTHDIST INCREASE IN LOT COVERAGE IcfiLL_ '7/2J i
COMMENTS:
******************************* BUILDING PERMIT *******************************
CONTRACTOR= OWNER PHONE=
NEW= X REMODEL= ADDITION= CHANGE OF USE=
DWELL UNITS= 1 OCCUP. LD= BLDG HGT= 10 STORIES= 1
BLDG W X D = 24 X 32 SQ FT= 768 SPRINKLER= N
REQ PARKING= #HANDICAP= CRITICAL MAT= N
r
PROJECT NUMBER= 96004688 APPLICATION DATE= 06/21/96 PAGE= 02
DESCRIPTION GROUP TYPE SQ FT VALUATION
GARAGE U-1 VN 768 9216.00
ITEM DESCRIPTION QUANTITY FEE AMOUNT
RESIDENTIAL VALUATION Y 140.00
STATE SURCHARGE Y 4.50
RESIDENTIAL SURCHARGE Y 30.80
PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING
BUILDING PERMIT 175.30 .00 175.30
175.30 .00 175.30
b Y i •
PROCESSED BY: BURRIS, ROBIN 1 965. 5p
PRINTED BY: BURRIS, ROBIN
******************************** THANK YOU ************************************
.- `
PROPOSED CURB
TO BE GRASS AND SIDEWALK FUTURE
SODDED (TYP.) 6.5' S SETAS1DE 10'P.V.C.(ASTM D 3034,SOR 35)
SLOPE 3:1 DRYWELL FRAME & ALL DRIVEWAY CROSSINGS
FOR MOWING TYPE 4 GRATE I.E E 2023.18
IBOTTOM .E. 2025.08 a EV-2027..37
6" 3 El-2025.03. AT TOP OF BANK
„ 3 c -� FOR REAR AND SIDESLOPES.
._ il.
.'�� 1L_ _, 7..15•.. J 1
❑`D.Cl • TYPE A ORB .RIVEWAr APPROACH 3 �D, I 3
0 : EL 2025.78
.0 13'al; ` FILTER FABRIC(AMOCO 4545 OR EOUAL) 9.2
BETWEEN BARREL AND DRAINROCK AND 15.5'
DRAINROCK AND NATIVE SOIL
DRYWELL DETAIL SWALE AT DRIVEWAY(PROFILE)
NOT TO SCALE NOT TO SCALE
ARMSTRONG ESTATES 1"=30'
CURB INLET BLOCK 2, LOT 5 >-
18' RT. STA. 14+88.05 I Q
(SHAMROCK ST.)
I.E. 2024.80x
L=3.5' 15 336.70' / _ 16 _ . }-
CI
SHAMROCK ST. ;t,i§ �'.X J
2.10' 1 1CsiO i t Q
4..,.. ,.' / / t JX
7-
i j 1 124.74' { _
E Q I I Do
I ici
..1.,1', �:11 -22'x2 ' DRAINAGE SWALE m w ( ) ")
L--4. 1n
BTM. LEV. 2024.47
J 4' 14' o . / -. .d
-\____
to L 20.5' ....I ��—
20.1'x28' DR (NAGE I
:. 'x59.3' DRAINAGE �6.3' 'g:T.
EASEMENT I
/ EASE ! .!
I
L`' • 'x53' DRAINAGE SWALE `.. :. CURB INLET
N o 5 i BT V. 2025.08 I ` \
20' RT. STA. 12+E
"CO T - (VALLEY WAY)
03o
°' �' TYPE 'A' DRYWEL I.E. IN 2026.50
vi 38' RT. STA. 12+45 .'.9'.1 '‘ -: I.E. OUT 2026.13
16.3'
T.O.G. 2025.58 7.. • 1 L=2.0'
1 145.00' 20.5`.-
1r .
' ° -f 30'
oi-
R.O.W.
30' BUILDING
NOTE: SETBACK (TYP.) •
1. DRIVEWAYS ALONG VALLEY WAY MAY NOT BE LOCATED
WITHIN 5 FEET OF CURB INLETS AT TOE OF ALL. **gi l**
2. SWALES ALLOW FOR DRIVEWAY ACCESS MAXIMUM 20' ... �. �� l -
WIDE WITH 3:1 SIDESLOPES. �'� •
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Taylor Engineering, Inc. •v„ 27616 c761s �G\.,. .4./ -
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Civil Design and Land Planning �� CONAL c._ .'
(509) 328-3371 ••��•� y���y
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