2015, 04-08 Permit App: APR-2015-0025 Approach •
a▪ ir 07 15 07:55p Garmon 5099274560 p.1
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IC.
r F..F. Community Development Department (Staff Use Only)
77 ':.'e__ Permit Center
QIUne 11703 East Sprague Avenue,Suite B-3 PERMIT NUMBER:
jIe Spokane Valley,WA 99206
Tel: 509 720-5240 PERMIT FEE:
Valley` Fax:(509)688-0037
permiteenterru?srokaneval1:;v.or
APPROACH PERMIT `AggP--PLICATION
PROJECT ADDRESS: t./q g 5, SK,.Poci�-7"Y i.
START DATE: 4/ -/0--f 5 L, j tl ANTICIPATED COMPLETION DATE: it- /v-/ j
;
BUILDING OWNER NAME: -t
( a- 4L- f-(U-tdLe. ; k 6YYr o DLL f t.o-its
MAILING ADDRESS: J( i 4Q-.
CITY: ,SIL- ViAtSTATE: L). ZIP:
0/‘;
CONTACT PERSON NAME: A
f(td/) /J
eza
PHONE: 9 9 5- --/ (),2 3 FAX: CELL:
CONTRACTOR NAME: ( 74(6140 0 7;-mexe,:o (10-.5-7,7 x'17'
MAILING ADDRESS: ---.7Li/I I Y • C /1.64- f!Q.)I? 12 U'
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CITY: SE
S (�r(`J7 i I'(LS STATE: ii!/ ZIP: 9? 2 I �[
PHONE: 9a.-7- S(7CCP DZ-Ul1� FAX: iO7-21s4() CELL: �3 337/-fen
CONTRACTOR LICENSE#: CIA trio et 021 Kg'EXPIRES:M)E') 01t%5 CITY BUSINESS LICENSE#: ka qv,V'41
PROJECT DESCRIPTION(Please Provide Site Sketch)
Residential Driveway 0 Commercial/Industrial Driveway
❑ Existing Curb&Gutter ❑ Rural Road Section
❑ Culvert Installation ❑ Sidewalk Repair/Construction
O Other Conditions:
Bondilnsurance certification must be on file with the City.
DISCLAIMER
The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit is for construction or on a dwelling, the
dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley permit inure to the property owner. 3) The
signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done
in full compliance with the City of Spokane Valley Development code. Referenced codes are available for review at the City of
Spokane Valley Permit Center. 5) The City of Spokane Valley permit is not a permit or approval for any violation of federal,state or
local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted and subsequently approved
before this application can be processed.
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Signature , ,TT-,I,I2l�►� Date: Zl
APR 0 .32015 _
i -C 1Zy Page 1of2
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DE-001:V-1 'I)r.')''set1l_ 4P^ - i`�
Naii
/
Received Time Apr, 7. 2015 8: 17PM No. 1677SubmiY2t t_____ __
Apr 07 15 07:55p Garmon 5099274560 p.2
APPROACH PERMIT APPLICATION
REQUIRED SKETCH INFORMATION
Provide required measurements(in sketch boxes),and include street name.
Check all existing conditions that apply: -
ESidewalk DDrainage Ditch
ft wide QDrywell(show location on sketch)
ft from back of curb DOther(please describe below)
❑Streetside Swale
w; DISTANCE FROM
z' NEAREST PROPERNE
_� I TY I BE LEFT 0 IG SIDE)
E; FT(SEE TABLE)
c
• a_l / CONCRETE
APPROACH CURB
1 RETURN
WT DTH 112.1
CURB–, NG (SEEIT BLE) FT NG I �IF CORNER LOT,
DISTANCE FROM
STREET NAME 6K,P)o1QfH CURB RETURN
x FT(SEE TABLE)
STREET WITH CURB
DISTANCE FROM
Ill
NEAREST PROPERTY LINE
_' t)..Y BE LEFT OR RIGHT SIDE) .
1 FT (SEE TABLE)
m
a lI 715'RADIUS rRApIUS
01 ASPHALT RETURN
a. APPROACH r'
EDGE OF-- I'—THRO(S E TABLE)IDTH I) I FT--•-I EDGE OF--/ NF CORNER LOT,
ASPHALT DISTANCE FROM
STREET N`kM E RADIUS RETURN
Q FT(SEE TABLE)
STREET WITH ASPHALT EDGE
Approach Requirements:
• Maximum 2 approaches per property frontage;one on arterials.
• Total width of approaches not to exceed 50%of frontage width.
Residential Approaches Commercial
Approaches
Distance from Curb/Radius Return 15'minimum 75'minimum
Separation between Approaches(measured from centerline to centerline of See Page 7-27
each approach) None specified in City Street Standards
Throat Width(flat portion) 16'min.,30'max. 30'min.,40'max.
Wing Width(at curb line) 4 feet typical 4 feet typical
Minimum Distance from Side Property Line(;w r/w) 5.0' 5.0'
Minimum Distance from Crosswalk 5' 5'
DE-001:V-1 Page 2 oft
Received Time Apr. 7. 2015 8: 17PM No. 1677
N.
3/B' EXPANSION MIXT GENERAL NOTES
1.EXPANSION JOINT MATERIAL SHALL BE PLACED IN THE CENTER OF ALL
DRIVEWAYS OVER 20' IN WIDTH.
a EXPANSION JOINT REQUIRED IF POUR INCLUDES ADDITIONAL DRIVEWAY
AREA.
3.PORTLAND CEMENT CONCRETE SHALL BE CLASS 3000. AIR ENTRAINED.
�,��`
4.ALL EXTERNAL EDGES TO BE TROWEUFD W17Hi 1/ ' RADIUS EDGER.
\ ` 5.SIDEWALK 1a EIE SCORED EVETtY 5. 3/E" E�G'ANSION JOWT TT) HE
.... INSTALLED AT LOCATIONS WHERE
` 41;;;,. 4ta*' SIDEWALKS AND DRIVEWAYS SIDEWALK INTERSECTS OTHER
�I� 6.FOR ROADSIDE SWALE APPLICATIONS. INSTALL 12" CULVERT UNDER
4- ```�`N SHALL APPROACH MATCH SWALE SLOPE
MANUAL ENDS
.....,.p.:-..,N.,.
N�
::! 4 ! 0Z
141'44A%op
I D
7.444) , TO MATCH BOTTOM CURB.
` CENT
.- `\_ fi.ayeRaagt-O
J t
THROAT WIDTH , ' " der 7-
i■re:���r�7�k�ris i
�11i••��S,LL1L7 WWI. �I / E
r
RES. 6 30' �o.�d+J'aa f ��vN'--
`�8-TONAL V 1 Z/oy
• VARIES VATtIES
EXPIRES °I/Z9/20,/0
PROJECTED TOP OF CURB ELEVATION DEVELOPMENT SERVICES SENIOR BOWER
y�y Aim rat PUOUCATI7N /Z/09'
1
•
1\1111"bair
SEE NATE
._. . ' Sökane
wPPORTLAND
PLICATCEMENT coNazETE
411 .SECTION A—A .
DRIVEWAY APPROACH
SEPARATED SIDEWALK
STANDARD PLAN NO.
R-1 10
i