2014, 05-08 Permit App: APR-2014-0025 ApproachSpokane
40,0 " '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
permitcenter(a spokanevalley.org
(Staff Use Only) �,l
PERMIT NUMBER: f fQ �' 4 [)�v-
PERMIT FEE:t "l/�
APPROACH PERMIT A ' PLICATION
PROJECT ADDRESS: S. 426 ST. CHARLES STREET
START DATE: ANTICIPATE
MPLETION DATE:
BUILDING OWNER NAME: Viking Builders, LLC.
MAILING ADDRESS: 2605 W. Hayden Ave.
452- l.44 o��
CITY: Hayden
STATE: I D
ZIP: 83835
CONTACT PERSON NAME: Mike Smith
PHONE: 208-762-9106
CONTRACTORNAME: Viking Builders, LLC.
FAX: 208-762-4507
CELL: 509-661-5126
MAILING ADDRESS: 2605 W. Hayden Ave.
CITY: Hayden
STATE: I D ZIP: 83835
PHONE: 208-762-9106
FAX: 208-7624507
CELL:
CONTRACTOR LICENSE #: 602-978-207
EXPIRES: 9-30-2014
CITY BUSINESS LICENSE #:
O Residential Driveway
O Existing Curb & Gutter
❑ Culvert Installation
C...,...
PROJECT DESCRIPTION (Please Provide Site Sketch)
❑ Commercial/Industrial Driveway
❑ Rural Road Section
❑ Sidewalk Repair/Constr} to O
\L.
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 J
Date:—/Z1
DE -001: V-1 Page 1 of 2
APPROACH PERMIT APPLICATION
REQUIRED SKETCH INFORMATION
Provide required measurements (in sketch boxes), and include street name.
Check all existing conditions that apply:
E✓ Sidewalk
5 ft wide
10 ft from back of curb
❑✓ Streetside Swale
Drainage Ditch
rywell (show location on sketch)
Other (please describe below)
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CURB
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of
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DISTANCE FROM
NEAREST PROPERTY LINE
MAY BE LEFT OR RIGHT SIDE)
FT (SEE TABLE)
CONCRETE
APPROACH
CURB
RETURN
1-4'-�--THROAT WIDTH
WING (SEE TABLE)
29-9
STREET NAM E
FT —4' I -
WING
ST.CHARLES STREET
STREET WITH CURB
DISTANCE FROM
NEAREST PROPERTY LINE
MAY BE LEFT OR RIGHT SIDE)
AF FT (SEE TABLE)
ASPHALT
APPROACH
`IF CORNER LOT,
DISTANCE FROM
CURB RETURN
n FT (SEE TABLE)
EDGE OF J
ASPHALT
1 ---THROAT WIDTH n FT —1
(SEE TABLE)
STREET NAME
STREET WITH ASPHALT EDGE
RADIUS
RETURN
NIF CORNER LOT, (
DISTANCE FROM
RADIUS RETURN
0 FT (SEE TABLE)
Approach Requirements:
• Maximum 2 approaches per property frontage; one on arterials.
• Total width of approaches not to exceed 50% of frontage width.
DE -001: V-1
Page 2 of 2
Reside ' Approaches-.,
.,
Commercial
Approaches
Distance from Curb/Radius Retum
/
15' minimum75'
minimum
Separation between Approaches (measured from centerline to centerline of
each approach)
/
I
None specified
\;
See Page 7-27
in City Street Standards
Throat Width (flat portion)
1
16' min., 30' max.
30' min., 40' max.
Wing Width (at curb line)
I
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
0
0
SITE PLAN
SCALE: 1" = 20' - 0"
LOT 5 BLOCK 1
ELLIOTT SUBDIVISION
SPOKANE VALLEY, WA.
67.350'
PROPERTY LINE
r�Y U72014
JSS,, PERMIT CENTER
i REV.
20.00'
28.30'
LOT AREA
= 7,459.7 S.F.
52'-6"
3N11 A.L113dO11d ,OSL'OI T
PROPOSED
CONCRETE
PORCH & WALK
20' FRONT YARD SEI'DA
PROM BORDER EASEM
10 UTILITY EASEMENT
'BORDER
`LANN!NG DEPT. APPR VED
29'-9" j6'-0"/
S. 426 ST. CHARLES STREET
'LIZZTO BE GRADED TO 5( } ( `iTO EXISTING OR PROPOSED
REZAIN RUNOFF WATFR ACCESSORY STRUCTURES
FROM HOUSE ON LOT. AT THIS TIME.
BUYER APPROVAL
VIKING APPROVAL
This site plan is being submitted for the purpose of
obtaining a building permit and is a true and correct
represcntaion of the propsal. All known property
line/dimensions, curb lines, structures and easements
have been identified. Also indicated arc wetlands,
bodies of water, stoep slopes or other critical areas.
Signed: ell//W,p41 ' e/19/17W
Date: 5-5-14
CHAVEZ-ALTAMONT
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. 603 - ;.o (4 -0973
67.81'
0
N
S 426
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APPROVED FOR
CONSTRUCTION
BY L i r DATE /(7672
NOTE: DRIVEWAY LOCATION
AND WIDTH MAY NOT BE
ADJUSTED WITHOUT THE
ENGINEER'S APPROVAL
SWALE E-3
SWALE BTM EL=2014.45
SWALE BTM AREA PROVIDED=223 S.F.
BASIN E BTM AREA REQ'D=659 S.F.
MINIMUM BERM ELEV.=2015.45
5� SIDEWALK
0
Q
�7 82'
30'
Es
--TrIN
DRIVEWAY PER CITY OF
SPOKANE VALLEY
STANDARD PLAN R-111
0
- CONCRETE
APRON
77`../11-
ST
w
ST CHARLES STREET
SEE EXHIBIT 2
UJ
ROW LINE
m
SCALE 1"=20'
TYPE "B" CURB PER
CITY OF SPOKANE
VALLEY STANDARD PLAN
"R-102"
Z
WC E
WHIPPLE CONSULTING ENGINEERS
2528 NORTH SULLIVAN ROAD
SPOKANE VALLEY. WA 99216
PH 509-893-2617 FAX 509-926-0227
CIVIL
STRUCTURAL
SURVEYING
TRAFFIC
PLANNING
LANDSCAPE
OTHER
LOT 5 BLOCK 1
S 426 ST. CHARLES STREET
(SUB -04-09)
PROJ #: 1 3-1 1 1 5
DATE: 1 1 /5/ 1 3
DRAWN: NJH
REVIEWED: TRW
EXHIBIT
1 OF
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18' RIGHT OF WAY
13' BORDER
10' UTILITY
EASEMENT
TYPE "B" CURB AND
GUTTER PER CITY OF
SPOKANE VALLEY
STANDARD PLAN R-102
O
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4
ST CHARLES STREET SECTION
NOT TO SCALE
.rI
FOR SWALES AND PONDS THE TOP
12" OF SOIL SHALL CONSIST OF A
THOROUGHLY BLENDED MIX OF 50%
COMPOST WITH 50% NATIVE SOILS.
APPROVED FOR
CONSTRUCTION
BY 62�/ DATE /V103
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: 426 S St Charles
Project No: APR -2014-0025
Reviewed By:
/1
j
Date:
// 4
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-110.
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:
/1
j
Date:
// 4
3/8' EXPANSION JOINT 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 APPLICATIONS, 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.
s
VARIES
VARIES
2%
MAX, 89.
THROAT WIDTH
DISTANCES
TYPE
MIN.
MAX.
COMM.
30'
40'
RES.
16'
30'
L
-PROJECTED TOP OF CURB ELEVATION
6"
1
SEE NOTE
6" PORTLAND
CEMENT CONCRETE
SECTION A—A
tairArlandrilrAPrir
EXPIRES j/aq/2c. /o
DEVELOPMENT SERVICES SENIOR ENGINEER
APPROVED FOIL PUBLICATION /Z /12)
Spokane
44, jvalley°
DRIVEWAY APPROACH
SEPARATED SIDEWALK
STANDARD PLAN NO.
R-110