2014, 05-21 Permit App: APR-2014-0035 Approach Community Development Department (Staff Use Only)
A Permit Center
Spoll�ane 11703 East Sprague Avenue, Suite B-3 PERMIT NUMBER: ■r -_1 1OICS
Spokane Valley, WA 99206
Valley Tel: (509) 688-0036 PERMIT FEE. _
x Fax: (509) 688-0037
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APPROACH PERMIT APPLICATION ! CL- (Q--,
PROJECT ADDRESS: '.-2
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START DATE: </0-1 I ANTICIPATED COMPLETION DATE: Lo/ .2Kik--
BUILDING OWNER NAME: 1=JL/ er
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MAILING ADDRESS: 7 5UX7 £ I . `lA 4fc
• CITY: r 1212 06.116.1 STATE: &4 ZIP: f?2./ 1 ly ,
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CONTACT PERSON NAME: Ver/it J e�9g//A --
PHONE: 5-0 -Its --p$0 FAX: CELL: 45-2 C4
CONTRACTOR NAME:
MAILING ADDRESS: 5-t- 5c , 4,7754V 04%74 .
CITY: STATE: ZIP: •
PHONE: FAX: CELL: •
CONTRACTOR LICENSE No.: EXPIRES: CITY BUSINESS LICENSE NO.: • ..
PROJECT DESCRIPTION (Please Provide Site Sketch)
liResidential Driveway l Commercial/Industrial Driveway
0 Existing Curb &Gutter 0 Rural Road Section
El Culvert Installation 0 Sidewalk Repair/Construction
iy'k Other Conditions:
Bond/Insurance 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.
Signature Date:
Updated 1-11-11 Page 1 of 1
http://www.spokanevalley.org/filestorage/124/938/210/948/1496/Approach_Permit_1-11-11.doc
• i : : , APPROACH PERMIT APPLICATION
• . REQUIRED SKETCH INFORMATION (Revised 1/25/10)
Provide required measurements (in sketch boxes), and include street name.
Check all existing conditions that apply:
❑ Sidewalk 0 Drainage Ditch
ft-wide 0 Drywell (show location on sketch)
ft from back of curb 0 Other (please describe below)
❑ Streetside Swale
w� DISTANCE FROM
j I I NEAREST PROPERTY LINE
MAY BE LEFT OR RIGI-IT SIDE)
I Li FT(SEE TABLE) •
/ \wi
^�
0l APPROACH CONCRETE /
71WIEJIRN
--4'--I--THROAT WIDTH=FT--4-4' I l l�
CURB WING (SEE TABLE) WINO NIF CORNER LOT, /J�!'
DISTANCE FROM
STREET NAME I Ic...), CURB RETURN
n FT(SEE TABLE)
STREET WITH CURB L . '5� 4-- % i
ell-I6
c.
Lill DISTANCE FROM
r - NEAREST PROPERTY LINE
AY BE LEFT OR RIGHT SIDE)
ceI FT(SEE TABLE)
a
co c
ASPHALT/ 15'RADIUS RADIUS
al H RETURN
i
I
EDGE OFI ---THROAT WIDTH IFT--I I- I
ASPHALT (% TABLE) IF CORNER LOT,
/ DISTANCE FROM
STREET NAME,„” 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 See Page 7-27
from centerline to centerline of each None specified in City Street Standards
approach)
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
(@ r/w) 5.0' 5.0'
Minimum Distance from Crosswalk 5' 5'
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3/8' EXPANSION JOINT GENERAL NOTES
TRANSITION AREA •
1. EXPANSION JOINT MATERIAL SHALL BE PLACED IN THE CENTER OF ALL
DRIVEWAYS OVER 20' IN WIDTH.
2.EXPANSION JOINT REQUIRED IF POUR INCLUDES ADDITIONAL DRIVEWAY
AREA.
111111111%,,..
\ /iy� 3.PORTLAND CEMENT CONCRETE SHALL BE CLASS 3000, AIR ENTRAINED.
41111111141‘ . 4.ALL EXTERNAL EDGES TO BE TROWELLED WITH 1/4" RADIUS EDGER.
5,SIDEWALK TO BE SCORED EVERY 5'. 3/8" EXPANSION JOINT TO BE
INSTALLED AT LOCATIONS WHERE SIDEE�WyAU< INTERSECTS OTHER
SIDEWALKS AND DRIVEWAYS.
4,
6,MIN. 4" THICK CRUSHED SURFACING TOP COURSE LAYER UNDER DRIVE
APPROACH.
yRygp 7.FIRST 2' OF DRIVE APPROACH (AT CURB SIDE) SHALL BE THICKENED TO
k'jljTy ♦ MATCH BOTTOM OF CURB.
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THROAT WIDTH il, T- AIiiliZ
DISTANCES p 4, 36449 $� %0
TYPE MIN. MAX. A 8j01ST$g ..
3' 3' COMM. 30' 40' / ``5/ONAL V\ /2/ /'
t
RES. 16' 30'
EXPIRES 91/2_9/2 0/I.
—PROJECTED TOP OF CURB ELEVATION DEVELOPMENTSERVICES SENIOR ENGINEER
3.5' r6" APPROVED FOR PUBLICAlpN 1210/
27.; _ a_ -r T -1/2" LIP
�_ 'Aq •' • • • .• •4 : . • •iri ! . .
-... - ,,
6" PORTLAND Siô1 .iiie
CEMENT CONCRETE 4 0 00 AF Val leY°
_ SECTION A-A
DRIVEWAY APPROACH
ADJACENT SIDEWALK
STANDARD PLAN NO.
R-112