2013, 10-01 Permit App: APR-2013-0050 ApproachSpokan'� e�
_Valley
Development Engineering
11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhatt@spokanevalley.org
Approach Permit Application Review
TO: Building Department
Site Address: 10310 E Dean Avenue
Project No: APR -2013-0050
Reviewed By: Date: f l
Accepted
Not Accepted
Approach
X
Building Location
Paved Access
Notes:
1. Approach to be constructed pursuant to City of Spokane Valley
Street Standards, Standard Plan R-112 .
2. Saw cutting of existing curb to create an approach is not allowed
within the City's jurisdiction.
3. Approach is to be inspected by the City's ROW Inspector prior to
concrete placement.
Reviewed By: Date: f l
Community Development Department (Staff Use Only)
Permit Center
Scrryot 11703 East Sprague Avenue, Suite B-3 PERMIT NUMBER:
pokane Spokane Valley, WA 99206
Valley Tel: (509) 688-0036 PERMIT FEE:
-.:oOFax: (509) 688-0037
permitcenter spokanevalley.org
APPROACH PERMIT APPLICATION
PROJECT ADDRESS:
START DATE: ANTICIPATED COMPLETION DATE:
BUILDING OWNER NAME: `- tir-IA , � ���� �T
MAILING ADDRESS: / Z J/z t�, 1 e—
J
CITY: ��� STATE: �i%T/ ZIP'
CONTACT PERSON NAME:
PHONE: %� t�_ FAX: CELL:
CONTRACTOR NAME:
MAILING ADDRESS:
CITY:n —
STATE: ZIP: (J
PHONE: FAX: j L L CELL:
CONTRACTOR LICENSE NO.: _ EXPIRES: ! ��l CITY BUSINESS LICENSE
PROJECT DESCRIPTION (Please Provide Site Sketch)
❑ Residential Driveway ❑ Commercial/Industrial Driveway
❑
Existing Curb & Gutter
❑ Culvert installation
❑ Other Conditions:
❑ Rural Road Section
❑ Sidewalk Repair/Construction
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, -
upaarea 1-11-11 Page 1 of 1
http://www.spokanevaIley.org/filestorage/124/938/210/948/1496/Approach_Permit_1-11-11.doc
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
_ ft wide
_ ft from back of curb
❑ Streetside Swale
❑ Drainage Ditch
❑ Drywell (show location on sketch)
❑ Other (please describe below)
w i DI STANCE FROM
NEAREST PROPERTY LINE
MAY BE LEFT OR RIGHT SIDE)
FT (SEE TABLE)ui
`
CL
CONCRETE CURB
APPROACH RETURN
CURB �4'—�--THROATWIDTH OFT-
WING (SEE TABLE) WING IF CORNER LOT,
DISTANCE FROM
STREET NAME CURB RETURN
FT (SEE TABLE)
STREET WITH CURB
w i DISTANCE FROM
NEAREST PROPERTY LINE
MAY BE LEFT OR RIGHT SIDE)
FT (SEE TABLE)
W! i
15' RADIUS
o,
ASPHALT% i RADIUS
CL I APk?R(7 CH I RETURN
EDGE OF THROAT WIDTH F--]FT--�
ASPHALT (SEE TABLE) IF CORNER LOT,
DISTANCE FROM
STREET NAME RADIUS RETURN
0 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
Separation between Approaches (measured
% 15' minimum
75' minimum.
from centerline to centerline of each
None specified
See Page 7-27
in City Street Standards
approach)
Throat Width flatportion)
16' min. 30' max.
30' min. 40' max.
Wing Width at curb line
4 feet t ical
4 feet typical
Minimum Distance from Side Property Line
@ r w
5.0' /
5.0'
Minimum Distance from Crosswalk
5'
5'
TRANS
3' 3'
PROJECTED TOP OF CURB ELEVATION
3.5" 6„
- - - -Zq _ - - - - -9- - -r �1/2" LIP
a
6" PORTLAND
CEMENT CONCRETE
SECTION A -A
GENERAL NOTES
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.
3, PORTLAND CEMENT CONCRETE SHALL BE CLASS 3000, AIR ENTRAINED.
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 SIDEWALK INTERSECTS OTHER
SIDEWALKS AND DRIVEWAYS.
6, MIN. 4" THICK CRUSHED SURFACING TOP COURSE LAYER UNDER DRIVE
APPROACH.
7. FIRST 2' OF DRIVE APPROACH (AT CURB SIDE) SHALL BE THICKENED TO
MATCH BOTTOM OF CURB.
DISTANCES
TYPE MIN. A .
COMM. 30' 40'
RES, 16' 1 30'
EXPIRES FlZ o/
DEVELOPMENT SERVICES SENIOR ENGINEER