2014, 04-25 Permit App: APR-2014-0017 ApproachSpokane
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
permitcenterraspokanevalley.or
Project #
(Sta1Ue IInly) E
PERMIT NUMAPR 2 5 2014
PERMIT FEE:
P[TMIT GENTCIP
SUB #
1
REV. #
APPROACH PERMIT APPLI ATIO
4
PROJECT ADDRESS: 527 S. ST. CHARLES ST.
'40Tr�b
ANTICIPATED COMPLETION DATE: 76—)
START DATE:
BUILDING OWNER NAME: Viking Builders, LLC.
MAILING ADDRESS: 2605 W. Hayden Ave.
CITY: Hayden
CONTACT PERSON NAME:
Mike Smith
f 4-6 14 9&
STATE: ID
zip: 83835
1j l li
PHONE: 208-762-9106
CONTRACTOR NAME: Viking Builders, LLC.
MAILING ADDRESS: 2605 W. Hayden Ave.
CITY: Hayden
FAX: 208-7624507
CELL: 509-661-5126
STATE: ID
zip: 83835
PHONE: 208-762-9106
FAX: 208-7624507
CELL:
CONTRACTOR LICENSE #: 602-978-207 EXPIRES: 9-30-2014
0✓ Residential Driveway
✓❑ Existing Curb & Gutter
❑ Culvert Installation
❑ Other Conditions:
CITY BUSINESS LICENSE #:
PROJECT DESCRIPTION (Please Provide Site Sketch)
❑ Commercial/Industrial Driveway
❑ 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
DE -001: V-1
'Folz_ Vt{/`1f\i
Date: 4-16-14
Page 1 of 2
Project #
APPROACH PERMIT APPLICATION
REQUIRED SKETCH INFORMATION - RECEIVED
Provide required measurements (in sketch boxes), and include street name.
Check all existing conditions that apply:
0✓ Sidewalk
5 ft wide
10 ft from back of curb
QStreetside Swale
APR 2 5 2014
Drainage Ditch
Drywell (show 1 cam' €qyt PTCENTER
_Other (p ease describe be ow)
SUB # REV. #
W
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rri
w
a.
of
CL
CURB'
w
z'
MI
tTi
of
Q-�
CLi
DISTANCE FROM
NEAREST PROPERTY LINE
MAY BE LEFT OR RIGHT SIDE)
FT (SEE TABLE)
CONCRETE
APPROACH
/CURB
RETURN
k- WN -k•— G (SEE
TABLE)
IDTH�nFT NG
STREET NAM E
ST. CHARLES STREET
STREET WITH CUR B
DISTANCE FROM
NEAREST PROPERTY LINE
MAY BE LEFT OR RIGHT SIDE)
AF FT (SEE TABLE)
ASPHALT
APPROACH
NIF CORNER LOT,
DISTANCE FROM
CURB RETURN
n FT (SEE TABLE)
15' RADIUS RADIUS
7 RETURN
EDGE OF 1
ASPHALT
F --THROAT WIDTH n FT —1
(SEE TABLE)
STREET NAME
STREET WITH ASPHALT EDGE
IF CORNER LOT,
DISTANCE FROM
RADIUS RETURN
Q FT (SEE TABLE)
Approach Requirements:
• Maximum 2 approaches per property frontage; one on arterials.
• Total width of approaches not to exceea u'70 of frontage wuun.
Residential Approaches
Commercial
Approaches
Distance from Curb/Radius Return
15' minimum
75' minimum
Separation between Approaches (measured from centerline to centerline of
None specified
16' min., 30' max.
See Page 7-27
in City Street Standards
30' min., 40' max.
each approach)
Throat Width
(flat portion)
Width line)
4 feet typical
4 feet typical
Wing (at curb
Minimum Distance from Side Property Line (@ r/w)
5.0'
5.0'
Distance from Crosswalk
5'
5'
Minimum
Page 2 of 2
DE -001: V-1
OT PLANS.dwg, 11/6/2013 4:42:29 PM, nickh
P:IWCE WORK12013 WCE PROJECTS12013-1115 Walker - Elliott Subdivision to Vera1DWG
STA. 10+39.67 RT.,
TYPE 1 CURB INLET
PER CITY OF SPOKANE
VALLEY STANDARD
PLAN S-110.
STA. 14+46.81 LT.
6TH AVENUE, TYPE
1 CURB INLET PER
CITY OF SPC KANE
VALLEY STAT\ DARD
PLAN S-110.
6TH AVENUE
STA. 14+53.65 LT.
6TH AVENUE,
DRYWELL P
OF SPOKANE
STANDAF
TYPE A
ER CITY
VALLEY
D PLAN
S-101.
STA. 14+95 81 LT.,
TYPE 1 CUR INLET
PER ITY OF
SPOKANE VALLEY
STANDAF D PLAN
S-110.
SEE EXHIBIT 2
ST CHARLES STREET 00
0
21.31
)EVIWALK
— SWALE F-1
r -
DRIVEWAY PER CITY OF —
I SPOKANE VALLEY
STANEARD PLAN R-111
ROW 18'
10' UTILITY
EASEMENT,/
SWALE H-1
IS 527
13' BORDER
EASEMENT
z
J
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w
TYPE "B" CURB
PER CITY OF
SPOKANE
VALLEY
STANDARD PLAN
"R-102"
NOTE:
AND V
ADJUS
ENGINE
co
0
ROW LINE
CONCRETE
APRON
DRIVEWAY LOCATION
IDTH MAY NOT BE
ED WITHOUT THE
ER'S APPROVAL
SWALE F-1
SWALE BTM EL=2013.69
SWALE BTM AREA PROVIDED=336 S.F.
BASIN F BTM AREA REQ'D=630 S.F.
MINIMUM BERM ELEV.=2014.69
s op/4-
ROW-
ROW LINE
SWALE H-1
SWALE BTM EL=2014.75
SWALE BTM AREA PROVIDED=373 S.F.
SWALE BTM AREA REQ'D=108 S.F.
MINIMUM BERM ELEV.=2015.75
77.00
I
z
P1 SCALE 1"=20'
w
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 1 BLOCK 2
S 527 ST. CHARLES STREET
(SUB -04-09)
PROJ #: 13-1 1 1 5
DATE: 1 1 /5/ 1 3
DRAWN: NJH
REVIEWED: TRW
EXHIBIT
1 OF
APPROVED BY &41,CRI:ie, //�gA3
P:1WCE WORK \2013 WCE PROJECTS\2013-1115 Walker - Elliott Subdivision to Vera \DWG\LOT PLANS.dwg, 11/6/2013 4:42:30 PM, nickh
A
F
O
EASEMENT
A
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APPROVED FOR
CONSTRUCTION •
BY l /S i DATE f(/ �/3
SCALE 1"=20'
LWC 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
TYP. STREET SECTON
ELLIOTT ADDITION
(SUB -04-09)
PROJ #: 1 3-1 1 1 5
DATE: 1 1 /6/ 1 3
DRAWN: NJH
REVIEWED: TRW
EXHIBIT
2 OF 2
Spokane�
jUalley
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: 527 S St. Charles Street
Project No: APR -2014-0017
Reviewed By: in
Date:
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: in
Date:
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.
VARIES
VARIES
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.
THROAT WIDTH
DISTANCES
TYPE
MIN.
MAX.
COMM.
30'
40'
RES.
16'
30'
—PROJECTED TOP OF CURB ELEVATION
6" PORTLAND
CEMENT CONCRETE
SECTION A -A
EXPIRES'/Zc//2o
DEVELOPMENT SERVICES SENIOR ENGINEER
APPROVED FOR PUBLICATION / Z /a
Spokane
Valley
DRIVEWAY APPROACH
SEPARATED SIDEWALK
STANDARD PLAN NO.
R-110