2012, 10-245 Permit App: APR-20012-0068 Approach.••••'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(n)spokaneval lev.org
A-2 czz�,
(Staff Use Only)
PERMIT NUMBER:
PERMIT FEE:
APPROACH PERMIT APPLICATION
PROJECT ADDRESS: 5308 N. MAYHEW ROAD
START DATE: 10/24/12 ANTICIPATED COMPLETION DATE: 10/26/12
BUILDING OWNER NAME:LNL HOMES, LLC
MAILING ADDRESS: 210 N. UNIVERSITY, SUITE 300
CITY: SPOKANE VALLEY STATE: WA
ZIP: 99206
CONTACT PERSON NAME: ULti°lCL
PHONE: 924-1211 FAX: 922-0195 CELL: 7g7B
CONTRACTOR NAME: Lk1L LTS � LIZ, / �( �;CA{� �� Cr'OC 1O l
MAILING ADDRESS: ho "' ' tUJ i./LY2S ( Ty' )2i) 3C0
S7f
CITY: 5o6v4A46. U 61 tW: STATE: 44/4
ZIP: % 926,6
PHONE: _SD9 - 3 99- -79-7g
g
FAX: CELL:
CONTRACTOR LICENSE #: L/ULL(/E3 1 L B EXPIRES: OtA V
CITY BUSINESS LICENSE #: 023/3 7t 2,
PROJECT DESCRIPTION (Please Provide Site Sketch)
▪ Residential Driveway Commercial/Industrial Driveway
▪ Existing Curb & Gutter 0 Rural Road Section
▪ Culvert Installation 0 Sidewalk Repair/Construction
Other Conditions: Secondary Access for RV
See Attached Driveway Plan
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
Date: /,
Page 1of2
APPROACH PERMIT APPLICATION
REQUIRED SKETCH INFORMATION
Provide required measurements (in sketch boxes), and include street name.
Check all existing conditions that apply:
Sidewalk
ft wide
ft from back of curb
Streetside Swale
tDrainage Ditch
Drywell (show location on sketch)
Other (please describe below)
WI
zI
w
d1
DISTANCE FROM
NEAREST PROPERTY LINE
MAYBE LEFT OR RIGHT SIDE)
FT (SEE TABLE)
CONCRETE
APPROACH
CURB
1
w
Z
MI
ai
o
CC
I--4' . THROAT WIDTH =FT —4-4' •I•
WING (SEE TABLE) WING
STREET NAME
STREET WITH CURB
DISTANCE FROM
NEAREST PROPERTY LINE
MAY BE LEFT OR RIGHT SIDE)
FT (SEE TABLE)
ASPHALT
APPROACH
N1
IF CORNER LOT,
DISTANCE FROM
CURB RETURN
n FT (SEE TABLE)
CURB
RETURN
15' RADIUS RADIUS
RETURN
NIF CORNER LOT,
DISTANCE FROM
RADIUS RETURN
Q FT (SEE TABLE)
EDGE OF
ASPHALT
�---THROAT WIDTH n FT --I
(SEE TABLE)
STREET NAME
STREET WITH ASPHALT EDGE
Approach Requirements:
• Maximum 2 approaches per property frontage; one on arterials.
• Total width of aonroaches not to exceed 50% of frontage width.
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
SWALE BTM ELEV:1.5' BELOW TOP OF CURB
SWALE BTM AREA PROVIDED:91 SF
MAYHEW ROAD
SANITARY SEWER MAIN
PROPERTY LINE
TYPE B CURB 13' BORDER -
STD. R-102EASEMENT
6.5
co 10' UTILITY
0 EASEMENT
2
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cd
N
SA J
LLAY-
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2078„¢
STA:11+33.00, 22'RT
TYPE A DRYWELL PER S-101
GRATE ELEV: 2027.04
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REMO
CURB INLET
LOT 1/BLOCK 1
5308 N. MAYHEW ROAD
ROTH ADDITION - PHASE 1
SUB -01-10
DRAWN BY: ACS
DESIGNED 8Y: ACT,
CHECKED BY: EBS
DATE: 10/24/2012
TSTA: 16.5'RT
STD. S-110, TC:2028.4
DWY
5' SIDEWALK
J
Q
w
0
RETAINING
LWALL IF
NEEDED
PROPOSED
10' SECONDARY
DIPPED DWY
FLOWLINE TO
DRAIN SOUTH
1
10' WATER EASEMENT
65.20'
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TYPICAL SECTION:
0
LINE SWALE WITH SOD
Engineers, aimpson En
g s, Inc.
CIVIL ENGINEERS & LAND SURVEYORS
N. 909 ARGONNE ROAD, SPOKANE VALLEY WA,, 99212-2789
PHONE (509) 926-1322 FAX (509) 926-1323
Founded 1946
P\Projects\15501-16000\15602\dwg\15602-Lot Sheets Phase 1.dwg 10/24/2012 8:46:36 AM PDT