2013, 04-30 Permit App: APR-2013-0018 Extend ApproachSfio'kane
�,,. Valley
PROJECT ADDRESS:
START DATE:
Community Development Department
Permit Center
11703 East Sprague Avenue, Suite B-3
Spokane Valley, WA 99206
Tel: (509) 720-5240
Fax: (509) 688-0037
permi tcenter,(spokaneval ley.org
! Project � R —V3-
APPROACH PERMIT APPLICATI9N� 9 h 3 C E %E D
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ANTICIPATED COMPLETION;DATE:
BUILDING OWNER NAME:
MAILING ADDRESS: �/0 -3
CITY: A;1hJ� i//� l � STATE:
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CONTACT PERSON NAME:
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PHONE:
CONTRACTOR NAME:
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FAX:
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CSV :r_F; CENTER
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CELL: 93q 768(
MAILING ADDRESS: (-3/! 7
CITY:y1 v( 3//-)1.P j STATE: lj k //
PHONE: soy ‘,/ 6G2_7 FAX: e -A 306-
/OCONTRACTOR LICENSE #:,O[C�L C "PPIRES: 6-2:- 201 3
ZIP:
CELL: •<_/--33 :33 3
CITY BUSINESS LICENSE #:
PROJECT DESCRIPTION (Please Provide Site Sketch)
0 Residential Driveway 0 Commercial/Industrial Driveway
XExisting Curb & Gutter 0 Rural Road Section
❑, Culvert Installation 0 Sidewalk Repair/Construction
gOther Conditions: %t%k(A.,),1312.01\-Ci-\.
6
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.
Date:
-2c) /3
DE -001: V-1 Page 1 oft
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RECEIVED
APR 3 0 2013
CSV PERMIT CENTER
•
APPROACH PERMIT APPLICATION
REQUIRED SKETCH INFORMATION
Provide required measurements(in sketch boxes),and include street name.
Check al existing conditions that apply:
thiMidewalk rainage Ditch
c"" ft wide QDrywell(show location on sketch)
/0 ft from back of curb 00ther(please describe below)
❑Streetside Swale
wi
DISTANCE FROM
z I NEAREST PROPERTY LINE
! MAY BE LEFT OR RIGHT SIDE)
FT(SEE TABLE)
w
d,
a_
al CONCRETE
CURB
APPROACH
RETURN
� 1
CURBW NG' THRO{(SEETABNG I `IF CORNER LOT,
DISTANCE FROM
STREET NAME S % N p .) CURB RETURN
FT(SEE TABLE)
STREET WITH CURB
W j DISTANCE FROM
- NEAREST PROPERTY LINE
MAY BE LEFT OR RIGHT SIDE)
FT(SEE TABLE)
cci
a i 15'RADI US
o RA DI US
ai ASPHALT RETURN
APPROACH
EDGE OF [—THROAT WIDTH n FT--I
ASPHALT (SEE TABLE) \IF CORNER LOT,
DISTANCE FROM
STREET NAME RADIUS RETURN
QFT(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.
esidential Approac s 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'mm.,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' S'
DE-00I:V-1 Page 2 of 2
j�
Development Engineering
11707 E Sprague Ave Suite 106 • Spokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 • cityhall®spokanevalley.org
Approach Permit Application Review
TO: Building Department
Site Address: 18103 E Shannon
Project No: APR -2013-0018
Reviewed By: % 1,';�
L
OL/
Date: 4/ ?LY 43
Accepted
Not Accepted
Approach
X (with modifications)
Building Location
Paved Access
Notes:
The maximum width for a residential approach is 30 feet. The existing 16'
approach may be expanded a maximum of 14'.
The approach is to be designed per City of Spokane Valley Standard Plan R-110
(attached).
Saw cutting of existing curb to create an approach is not allowed within the
City's jurisdiction.
Approach is to be inspected by the City's ROW Inspector prior to concrete
placement.
Reviewed By: % 1,';�
L
OL/
Date: 4/ ?LY 43
3/8' EXPANSION JOINT
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ary
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VARIES
VARIES
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. FOR ROADSIDE SWALE APPUCATIONS, INSTALL 12" CULVERT UNDER
APPROACH PER SPOKANE REGIONAL STORMWATER MANUAL. ENDS
SHALL BE BEVELED TO MATCH SWALE SLOPE.
7. MIN. 4" THICK COMPACTED CRUSHED SURFACING TOP COURSE LAYER
UNDER DRIVE APPROACH.
8. FIRST 2' OF DRIVE APPROACH (AT CURB SIDE) SHALL BE THICKENED
TO MATCH BOTTOM OF CURB.
THROAT WIDTH
DISTANCES
TYPE
MIN.
MAX.
COMM.
30'
RES.
16
16'
30'
ir—PROJECTED TOP OF CURB ELEVATION
6"
6" PORTLAND
CEMENT CONCRETE
SECTION A -A
EXPIRES q/zy/zo /o
DEVELOPMENT SERVICES SENIOR ENGINEER
APPROVED FOR PUBLICATION
z/oq
Spokane
jvalley°
DRIVEWAY APPROACH
SEPARATED SIDEWALK
STANDARD PLAN NO.
R-110