2014, 06-27 Permit App: APR-2014-0049 Approach Repair Community Development Department (Staff Use Only) 4
Permit Center _3)14-/r I9
11703 East Sprague Avenue,Suite B-3
Spot[ ane Spokane Valley,WA 99206 PERMIT NUMBER:PERMIT FEE: P "n ,
el: 9)
- alley FT ea (50(509)688-003720-52407
permitcenternspokanevallev.or�
APPROACH PERMIT APPLICATION
PROJECT ADDRESS: /,j 7 Q G, yy a¢ve_n / apo arm %//e, Grid 7'1"2--/‘
START DATE: 7 '/yy /o/ 7-e979. ANTICIPATED COMPLETION DATE: 7/-14 /z, 7-z)/9-2--1
BUILDING OWNER NAME: e;„/e.4,'4' 17v 4/7/117e -
MAILING
/7tMAILING ADDRESS: /3'7 ' £. 2 kly' G}
CITY: 39s'',e f /C G, //x/ j/ STATE: W./4 ZIP:
CONTACT PERSON NAME: /,s+l
PHONE: 5,9- b' 3 - -2 Z 'Z FAX: CELL:
CONTRACTOR NAME: 5G L-' j G's Gey?
MAILING ADDRESS:
CITY: Ve'e,' "774724e- STATE: 0/4 ZIP:
PHONE: FAX: CELL:
CONTRACTOR LICENSE#: EXPIRES: CITY BUSINESS LICENSE#: 1
PROJECT DESCRIPTION(Please Provide Site Sketch)
Residential Driveway (4ie4i,9 0 Commercial/I' . • sal Driveway
0 Existing Curb&Gutter // Rural Ro:d Li
�D
El Culvert Installation tf Sidewalk "epair/Constideffbn ,�41(�
Ei Other Conditions: NUP 1
RMV� CENR
SSPE : SE#�
C R�
Bond/Insurance certification must be on file with the City.
DISCLAIMER Sv$
The permitted verifies, acknowledges and agrees by their signature that: 1) if this permi is f. •• struction 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 ��1, � Date: 6/Z
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:
[Sidewalk Drainage Ditch
ft wide ®Drywell(show location on sketch)
ft from back of curb Q,Other(please describe below)
I Streetside Swale
DISTANCE FROM
Lu, NEAREST PROPERTY UNE
;. MAY BE LEFT OR RIGHT SIDE)
'i IALPP I FT(SEE TABLE)
E-!
en
° CONCRETE
APPROACH CURB
RETURN
CURB) 'W4'4—THROATGEIT TABLE) —4-4' I- `IF CORNER LOT,
DISTANCE FROM
STREET NAME c9-611-- CURFT(SEE TABLE')
STREET WITH CURB
DISTANCE FROM
• .1 DISTANCE
- NEAREST PROPERTY UNE
fI �MAY BE LEFT OR RIGHT SIDE) .
EFT(SEETABLE)
a 1 15' RADIUS RADIUS
�! I
ASPHALT RETURN
o-� APPROACH
I /.--------
--THROAT EFT--{
EDGE OF 1 (5/fesVT'IABABLE) IF CORNER LOT,
ASPHALT
/ DISTANCE FROM
STREET NAME RADIUS RETURN
QFT(SEE TABLE)
STREET WITH ASPHALT EDGE
Approach Requirements: _...----
• Maximum 2 approaches per property frontage;one on arterials. �,,' w�
• Total width of approaches not to exceed 50%of frontage width. ,.
Residential Approaches '\ Commercial
r Approaches
Distance from Curb/Radius Return 15'minimum ? 75'minimum
Separation between Approaches(measured from centerline to centerline of /t See Page 7-27
each approach) None specified 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
TRANS!
...n• -AkWrrrJ I7TMIT
3' E— 3'
—PROJECTED TOP OF CURB ELEVATION
�3S' 6"
____29 _______g�_ -T 1/2" LIP
6" PORTLAND
CEMENT CONCRETE
SECTION A -A
GENERAL NOTES
L 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 INSTALLED ATBLOCATIONS WHERE SIDEWALK INTERSECTS OTHERON
SIDEWALKS
T TO BE
SIDEWALKS AND DRIVEWAYS.
6. MIN. 4" THICK CRUSHED SURFACING TOP COURSE LAYER UNDER DRIVE
APPROACH.
7. FIRST 2' OF DRIVE APPROACH (AT CURB SIDE) SHALL BE THICKENED TO
MATCH BOTTOM OF CURB.
THROAT _WIDTH
DISTANCES
TYPE A
COMM. 30' 1 40'
RES. 1 16' 1 30'
EXPIRES I o/ o
DEVELAPMEwsERVICES SENIOR ENGINEER
APR for 13709 E 29th, repair and replace existing approach
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