2014, 06-25 Permit App: APR-2014-0048 ApproachSO'lane
Community Development Department
Permit Center
11703 East Sprague Avenue, Suite B-3
Spokane Valley, WA 99206
Tel: (509) 720-5240
Fax: (509) 688-0037
permitcenter(anspokanevallev.org
APPROACH PERMIT APPLI
PROJECT ADDRESS:\lR ` Q �l , t i'1 ; �/ �3� L�
START DATE: � N( ,ASN ICIPATED COMPLETION DATE:
BUILDING OWNER NAME: N\ �\ \LA k\ �,+t°. ��^t' C�` y-
MAILING ADDRESS: \ "tS
CIT\O't4. c\1.�
CONTACT PERSON NAME: W\_.
L.
PHONE:
STATE:
ILA /
1Y�
'3O"► `.-E -`�
ZIP: 9\9.A,_,,
CELL:31
G. f \ 1 c--4 c t(1 ewN\ -RX Cairn L` .-CcAc.:.
c\--\-AfN apt
x 30- DO
MAILING ADDRESS: Vb.-5 0
CITY: �� it 1-44 STATE:,
��-)
PHONE: v TQ \�_
CONTRACTOR LICENSE #:
0
ZIP: ()-k°1 a
'AX:
c 3\ \ . QwWbL:
CITY BUSINESS LICENSE #:
71 Residential Driveway
• Existing Curb & Gutter
• Culvert Installation
O Other Conditions:
PROJECT DESCRIPTION (Please Provide Site Sketch)
O Commercial/Industrial Driveway
Q Rural Road Section
Q''' 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.
Signat a �J
DE -001: V-1
Date:
Page 1 of 2
)1
Applicant Name:
Project #
RECEi-VED
JUN: "2:5 2014
CSV PERMIT CENTER
SUB #) / REV. #�
=fly dtt 9
yu.lp P
(?l`[v1ow. Phone : 51i/ Z
Site Address/parcel number: 14' os f?1i t pk. I q& 35! " 3513
r\
5'
10'
2% _
•
PROJECTED TOP OF CURB
ELEVATION
15' MIN.
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. THIS APPIJCATION IS FOR RESIDENTIAL USE ONLY.
7, MIN. 4" THICK COMPACTED CRUSHED SURFACING TOP COURSE LAYER
UNDER DRIVE APPROACH.
8. APRON SHALL EXTEND TO SWALE BOTTOM AND BE SECURED TO DRIVE
APPROACH WITH TWO 12" #4 REBAR. EMBEDDED 6".
THROAT WIDTH
DISTANCES
TYPE
MN.
MAX.
COMM.
30'
40'
RES.
16'
30'
15' MIN.
4'
j
MIN,
APRON DETAIL
6" PORTLAND
CEMENT CONCRETE
SECTION A—A
1.5/8"
BELOW
GUTTER
FLOWLINE
EXPIRES 9/a9 /2 o! 0
DEVELOPMENT SERVICES SENIOR ENGINEER
APPROVED FOR PUBLICATION < 2 /o
S�1'ofs"iNe...
ane
4,lValley.
DRIVEWAY APPROACH
SWALE INLET
STANDARD PLAN NO.
R-111