2014, 05-30 Permit App: APR-2014-0040 ApproachSpokane
j Val ley
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@spokanevalley.org
APPROACH PERMIT APPLICATION
PROJECT ADDRESS:
START DATE:
106 S. HODGES ROAD
,( ..
ANTICIPATED COMPLETION DATE:
BUILDING OWNER NAME: Viking Builders, LLC.
MAILING ADDRESS: 2605 W. Hayden Ave.
CITY: Hayden STATE: ID
CONTACT PERSON NAME: Mike Smith
PHONE: 208-762-9106
zir: 83835
FAx: 208-7624507
(6-- tee aa
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0140 —
CELL: 509-661-5126 r)
CONTRACTOR NAME: Viking Builders, LLC.
MAILING ADDRESS: 2605 W. Hayden Ave.
CITY: Hayden
STATE: ID ZIP: 83835
PHONE: 208-762-9106 FAX: 208-762-4507
CELL:
CONTRACTOR LICENSE #: 602-978-207
EXPIRES: 9-30-2014
CITY BUSINESS LICENSE #:
xiResidential Driveway
Existing Curb & Gutter
Culvert Installation
❑ Other Conditions:
PROJECT DESCRIPTION (Please Provide Site Sketch)
❑ Commercial/Industrial Driveway
11] 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
9fyL- Foc_.
Date: 5-28-14
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:
Q✓ Sidewalk
5 ft wide
8 ft from back of curb
l Streetside Swale
rainage Ditch
rywell (show location on sketch)
ther (please describe below)
wI
z
w
C�
Ct.
DISTANCE FROM
NEAREST PROPERTY LINE
MAYBE LEFT OR RIGHT SIDE)
FT (SEE TABLE)
CONCRETE
APPROACH
CURB
w
z
DI
ri
WI
n-1
of
di
THROAT WIDTH nFT
VVING (SEE TABLE) WING
STREET NA.M E
HODGES ROAD
STREET WITH CURB
DISTANCE FROM
NEAREST PROPERTY LINE
MAY BE LEFT OR RIGHT SIDE)
FT (SEE TABLE)
ASPHALT
APPROACH
CURB
RETURN
Ns, IF CORNER LOT,
DISTANCE FROM
CURB RETURN
n FT (SEE TABLE)
EDGE OF
ASPHALT
THROAT WIDTH n FT
(SEE TABLE)
STREET NAM E
STREET WITH ASPHALT EDGE
RADIUS
RETURN
`I I CORNER LOT,
DISTANCE FROM
RADIUS RETURN
11 FT (SEE TABLE)
Approach Requirements:
• Maximum 2 approaches per property frontage; one on arterials.
• Total width of auproaches not to exceed 50% of frontage width.
DE -001: V-1
Page 2 of 2
Residential Approaches
Commercial
Approaches
Distance from Curb/Radius Retum
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
ITE PLAN
SCALE: 1" = 20' - 0"
LOT 6 BLOCK 4
COVEY GLEN NORTH PHASE 1
SPOKANE VALLEY, WASHINGTON
POWER TO
RUN UNDER
DRIVEWAY
NO EXISTING OR PROPOSED
ACCESSORY STRUCTURES
AT THIS TIME.
BUYER APPROVAL
Project #31.1) -D.01 1 -t-_- 1-1(;-1
RECEIVED
50.000' PROPERTY LINE
20' MIN. REAR SETBACK
X8'+ -
5' MIN. SIDE SETBACK
•
CSV PERMIT CENTER
SUB # TIT REV.#
36'-0" ALFA'
yS+A,
PROPOSED
CONCRETE
PATIO
PROPOSED
SINGLE FAMILY%
RESIDENCE
PROPOSED
CONCRETE
PORCH & WALK
7
AV
PAD
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0 cvB
x
9
20' MIN. FRONT
SETBACK
•
10' UTILITY EASEMENT
•
UNDER
GROUND t`
13' BORDER EASEMENT
WATER
SIDEWALK
L.- PROPOSED
CONCRETE ---
DRIVEWAY r..
SWALE
PROPERTY LINE 50.00'
106 S. HODGES ROAD ,l 1 !'-0"
HODGES ROAD
VIKING APPROVAL
LOT TO BE GRADED TO
RETAIN RUNOFF WATER
FROM HOUSE ON LOT.
This site plan is being submitted for the purpose of
obtaining a building permit and is a true and correct
representaion 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 areas.
Signed: "6907/'17,02,1, f'7i?'9.1'9?,
Date: 5-19-14
DUDAK-AVALON
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10' UTILITY EASEMENT 1- 0
5 SIDEWALK
25'
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•.:.:17',.D Y
5'
HODGES RD
CURB INLET
TYPICAL POND "A"
12" DEPTH ® DRIVEWAY
14" DEPTH ® PROPERTY LINE
5
LOT 6/BLOCK 4
106 S HODGES RD
COVEY GLEN NORTH - PHASE 1
SUB -02-12
DRAWN BY: CPK
DESIGNED BY: MJK
CHECKED BY: ACS
DATE: 10/03/2013
APPROVED FOR
CONSTRUCTION
TYPICAL POND "A"
DRIVEWAY NOTE: BUILDER SHALL INSTALL DIPPED DRIVEWAY PER CITY OF SPOKANE
VALLEY STREET STANDARD PLAN R-111 PRIOR TO CERTIFICATE OF
OCCUPANCY AT LOCATION SHOWN. DRIVEWAY REVISIONS WILL
REQUIRE AN ENGINEERS REVIEW.
Z
0
7J Founded 1946 �<
®impson Engineers, Inc.
CIVIL ENGINEERS & LAND SURVEYORS
N. 909 ARG❑NNE ROAD, SPOKANE VALLEY WA., 99212-2789
PHONE (509) 926-1322 FAX (509) 926-1323
1
__DATE 203 _
0 10 20 40
SCALE IN FEET
TYPICAL SECTION: DRAINAGE SWALE
BETWEEN DIPPED DRIVEWAYS
1.5'
1.5'
DIPPED CONCRETE
DRIVEWAY PER
SVSS STD. PLAN
No. R-111
SWALE BOTTOM
MAX. 1% SLOPE
SEE DRAINAGE SWALE DETAIL
FOR NOTES
COVEY GLEN NORTH - PHASE 1
SUB -02-12
DRAWN BY: CPK
DESIGNED BY: MJK
CHECKED BY: ACS
DATE: 10/03/2013
DIPPED CONCRETE
DRIVEWAY PER
SVSS STD. PLAN
No. R-111
CONCRETE APRON
PER STD. PLAN
No. R-111
TYPICAL SECTION: DRAINAGE SWALE "A"
SWALE ENTRY
3' MIN.
2.0'
R.O.W.
,041.41
3, 7 S(OpOf4
LINE SWALE WITH SOD
SWALE FLOOR
VARIES
3' MIN.
\-SWALE FLOOR TO BE LEVEL
TYPICAL SECTION: DRAINAGE SWALE "8"
SWALE ENTRY
MIN 2.75'
2.0'
R.O.W.
SWALE FLOOR
VARIES
STRUCTURE CRATE
MIN 3.25
L5' SIDEWALK
LINE SWALE WITH SOD
g..
SLOPE GRASS TO
TOP OF DRYWELL
SWALE FLOOR TO BE LEVEL
TYPICAL DRAINAGE SWALE NOTES
1. MINIMUM 12" DEPTH FROM TOP OF CURB TO SWALE BOTTOM WHEN NO DRYWELL IS PRESENT
2. MINIMUM 15" DEPTH FROM TOP OF CURB TO SWALE BOTTOM WHEN DRYWELL IS PRESENT
3. WHEN SWALE DEPTH VARIES. EXPOSE 6" OF BACK OF CURB AS NEEDED TO MAINTAIN POND
BOTTOM WIDTH AND 3:1 SIDE SLOPES
4. BUILDER SHALL INSTALL SOD OR HYDROSEED SWALE AND IRRIGATION SYSTEM BEFORE
CERTIFICATE OF OCCUPANCY CAN BE ISSUED
5. SEE SHEET 1 FOR POND BOTTOM DIMENSIONS
6. POND DEPTH IS TO BE PER TYPICAL SECTION UNLESS SHOWN ON SHEET 1
APPROVED FOR
CONSTRUCTIO
BY geb:1 DATE_L', B__
ooimpson
Engineers, ineers, Inc.
CIVIL ENGINEERS & LAND SURVEYORS
N. 909 ARGONNE ROAD, SPOKANE VALLEY WA., 99212
PHONE (509) 926-1322 FAX (509) 926-1323
\
Founded 1946
2