2013, 12-11 Permit App: APR-2013-0076 ApproachSpokane
41 Valley
Community Development Department
Permit Center
11703 East Sprague Avenue, Suite B-3
Spokane Valley, WA 99206
Tel: (509) 720-5240
Fax: (509) 688-0037
permitcenterAspokanevalley.org
(Staff Use Only)
PERMIT NUMBER: OR -13 Ice
PERMIT FEE:
APPROACH PERMIT APPLICATION
PROJECT ADDRESS: S. 420 ST. CHARLES STREET (19?
START DATE: ANTICIPATED COMPLETION DATE:
BUILDING OWNER NAME: Viking Builders, LLC.
MAILING ADDRESS: 6223 W. Deschutes Ave. ste # 309
(1)-v4
CITY: Kennewick STATE: WA
CONTACT PERSON NAME: Ryan Olson
zip: 99336
PHONE: (509)735-9332
CONTRACTOR NAME: Viking Builders, LLC.
FAX: (509)735-9332
CELL: (509)572-8014
MAILING ADDRESS: 6223 W. Deschutes Ave. ste # 309
CITY: Kennewick
STATE: WA DIP: 99336
PHONE: (509)735-9332 FAX: (509)735-9332
CELL:
CONTRACTOR LICENSE #: 602-978-207 EXPIRES: 9-30-2014 CITY BUSINESS LICENSE #: 602-978-207
❑ Residential Driveway
❑ Existing Curb & Gutter
❑ Culvert Installation
❑ Other Conditions:
PROJECT DESCRIPTION (Please Provide Site Sketch)
❑ Commercial/Industrial Driveway
❑ Rural Road Section -�e�
1=I Sidewalk Repair/Construction tOP3=1)°')f
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_the property owner. 3) The
signatory is the property owner or has permission to represent the property owner in thisTrarisaciior 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
FO U'iKIftJ Date: ILZ—c —+?j
DE -001: V-1 Page 1 of2
APPROACH PERMIT APPLICATION
REQUIRED SKETCH INFORMATION
Provide required measurements (in sketch boxes), and include street name.
Check all existing conditions that apply:
Sidewalk
5 ft wide
8 ft from back of curb
✓QStreetside Swale
Drainage Ditch
JDrywell (show location on sketch)
_Other (please describe below)
W
z'
:I
W
d I
0
0i
CURB
J
w
zI
I
Ii
di
of
rr �
0 -
DISTANCE FROM
NEAREST PROPERTY LINE
MAY BE LEFT OR RIGHT SIDE)
FT (SEE TABLE)
CONCRETE
APPROACH
k-4'---1—THROAT THROAT WIDTH 299" FT
WING (SEE TABLE)
STREET NAME
—4•-4' `IF CORNER LOT,
DISTANCE FROM
CURB RETURN
n FT (SEE TABLE)
WING
ST. CHARLES STREET
STREET WITH CURB
DISTANCE FROM
NEAREST PROPERTY LINE
MAY BE LEFT OR RIGHT SIDE)
AF FT (SEE TABLE)
ASPHALT
APPROACH
CURB
RETURN
RADIUS
RETURN
EDGE OF
ASPHALT
I—THROAT WIDTH n FT —I
(SEE TABLE)
STREET NAM E
STREET WITH ASPHALT EDGE
NF CORNER LOT,
DISTANCE FROM
RADIUS RETURN
Q FT (SEE TABLE)
Approach Requirements:
• Maximum 2 approaches per property frontage; one on arterials.
cnot
DE -001: V-1
Page 2 of 2
Residential Approaches
Commercial
Approaches
Distance from Curb/Radius Return
15' minimum
75' minimum
Separation between Approaches (measured from centerline to centerline of
each approach)
None specified
See Page 7-27
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 (@ r/w)
5.0'
5.0'
Minimum Distance from Crosswalk
5'
5'
DE -001: V-1
Page 2 of 2
0
SITE PLAN
SCALE: 1" = 20' - 0"
LOT 4 BLOCK 1
ELLIOTT SUBDIVISION
SPOKANE VALLEY, WA
67.350'
PROPERTY LINE
ProjecA
: tL9194°
DLC i 1
571-0"
5'+
13'-4'/z"
/ CONCRETE,,';'/:".•
P1910 .
LOT AREA -. •
7,460.9 SY
20REAR YARD SETIACK
5'+ -
6
PROPOSED
SINGLE FAMILY
RESIDENCE /
0141)ER
GEOUND."),
POWER
\ \
2(T Fp
PROPOSED
CONCRETE
PORCH & WALK
T;YARD SETBACK
10' UTiLITY EASEMENT
FTP' lnr rFNTFR
I
LOT TO BE GRADED TO
RETAIN RUNOFF WATER
FROM HOUSE ON LOT.
(2_
0
"0
1—•
NO EXISTING OR PROPOSED
ACCESSORY STRUCTURES
AT THIS TIME.
WATER
13' BORDER EASEMENT ••••
6'-0"
PROPERTY LINE STANDING CURB
67.350'
S. 420 ST. CHARLES STREET
This site plan is being submitted for the purpose of
obtaining a building permit and is a true and correct
Orepresentaion of the propsal. All known property
line/dimensions, curb lines, structures and easements
have been identified. Also indicated are wetlands,
bodies of water, steep slopes or other critical ares.
Signed: PAAA e- BUYER APPROVAL
Date: 1:2- --
-5
U -v
DATE: / 13
VIKING APPROVAL
SEARS / AVONDALE
Spokane
jValley
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: 420 S St. Charles Street
Project No: APR -2013-0076
Reviewed By: Date: //d
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-111.
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: //d
E
5'
10'
2% _
6" PORTLAND
CEMENT CONCRETE
SECTION A -A
PROJECTED TOP OF CURB
ELEVATION
1-5/8"
BELOW
GUTTER
FLOWLINE
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 \MTH 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 APPLICATION IS FOR RESIDENTIAL USE ONLY.
7, MIN. 4" THICK COMPACTED CRUSHED SURFACING TOP COURSE LAYER
UNDER DRIVE APPROACH.
B. APRON SHALL EXTEND TO SWALE BOTTOM AND BE SECURED TO DRIVE
APPROACH WITH TWO 12" #4 REBAR. EMBEDDED 6".
15' MIN. -1
4'
THROAT WIDTH
DISTANCES
TYPE
MIN.
MAX.
COMM.
30'
40'
RES.
16'
30'
1 ► I 15' MIN.
1' MIN.
APRON DETAIL
J
EXPIRES q/Zq /2 o
DEVELOPMENT SERVICES SENIOR2 ENGINEER
/
APPROVED FOR PUBLICATION /0
Spokane
(„Valley.
DRIVEWAY APPROACH
SWALE INLET
STANDARD PLAN NO.
R-111
P:IWCE_WORK12013 WCE PROJECTS12013-1115 Walker- Elliott Subdivision to Vera1DWG\LOT PLANS.dwg, 11/6/2013 4:42:25 PM, nickh
67.81'
APPROVED FOR
N
N
0
S 420
N
0
CONSTRUCTION
BY 0,6, 1 /,j DATE 401_
NOTE: DRIVEWAY LOCATION
AND WIDTH MAY NOT BE
ADJUSTED WITHOUT THE
ENGINEER'S APPROVAL
SWALE E-4
SWALE BTM EL=2015.80
SWALE BTM AREA PROVIDED=223 S.F.
BASIN E BTM AREA REQ'D=659 S.F.
MINIMUM BERM ELEV.=2016.80
4
30'
e 4
CONCRETE
APRON
ST CHARLES STREET
"t-
5'
SIDEWALKA
UJ
z- ROW LINE
m
TYPE "B" CURB PER
CITY OF SPOKANE
VALLEY STANDARD PLAN
"R=102"
SEE EXHIBIT 2
DRIVEWAY PER CITY OF
SPOKANE VALLEY
STANDARD PLAN R-111
Z
SCALE 1 "=20'
4WC E
WHIPPLE CONSULTING ENGINEERS
2528 NORTH SULLIVAN ROAD
SPOKANE VALLEY. WA 99216
PH: 509-893-2617 FAX: 509-926-0227
X
CIVIL
STRUCTURAL
SURVEYING
TRAFFIC
PLANNING
LANDSCAPE
OTHER
LOT 4 BLOCK 1
S 420 ST. CHARLES STREET
(SUB -04-09)
PROJ #: 1 3-1 1 15
DATE: 1 1 /6/ 1 3
DRAWN: NJH
REVIEWED: TRW
EXHIBIT
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