2015, 05-07 Permit App: APR-2015-0044 Approach Community Development Department (Staff Use Only)
San oF � Permit Center
kad011
11703 East Sprague Avenue,Suite B-3 PERMIT NUMBER:
Spokane Valley,WA 99206
Valley.00Tel:(509)720-5240 PERMIT FEE.
Fax:(509)688-0037
permitcenterspokanevalley.org
APPROACH PERMIT APPLICATION
PROJECT ADDRESS: /` E IW)
START DATE: ANTICIPATED COMPLETION DATE:
BUILDING OWNER NAME: ` j' 0P\C'_,C '1
MAILING ADDRESS:, r 6cc2- - � E - )(,31-0
�
CITY: t7 V ` I STATE: Oa. - ZIP: a�c2-/
CONTACT PERSON NAME: . � S QbS
PHONE: FAX: CELL: ,VIIJ
CONTRACTOR NAME: 1 CoMAILING ADDRESS: .....14711.-Ce----e-101- P ( ( . r�
CITY: c I .434. .. _ r�/, STATE: LUOQ— ZIP:
PHONE:,jarY L I I bbbl L 53(0-3 I4-4 FAX: 7c/ ► - 3051 CELL:
CONTRACTOR LICENSE#: EXPIRES: CITY BUSINESS LICENSE#:
PROJECT DESCRIPTION(Please Provide Site Sketch)
)1Residential Driveway Commercial/Industrial Driveway
El Existing Curb&Gutter 0 Rural Road Section
• Culvert Installation El Sidewalk Repair/Construction
• Other Conditions:
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 Date:
4PR -70ic- 00#
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:
ElSidewalk EjDrainage Ditch
ft wide Drywell(show location on sketch)
ft from back of curb MOther(please describe below)
E Streetside Swale
DI STANCE FROM
NEAREST PROPERTY LINE
MAYBFTE LEFT ORTABLE)RIOHT SIDE)
w�
a_
&t
CONCRETE
APPROACH iCUREIRN
CURB) VYING TFRO(SEETABL�FT WIN0 \
IF CORNER LOT,
DISTANCE FROM
STREET N0.MERETURN
IIFT(SEE TABLE)
STREET WITH CURB
DISTANCE FROM
L I - NEAREST PROPERTY LINE
AY LEFT OR RIGHT
1 BE FTSEE TABLE) SIDE)
cry)
15'RADIUS
O ASPHALT RADIUS
APPROACH RETURN
/ -
EDGE OF 1..—THROAT WIDTH EA,FT- I
ASPHALT (SEE TAB IF CORNER LOT,
DISTANCE FROM
STREET NOME ito-th RADIUS RETURN
Q FT(SEE TABLE)
STREET WITH ASPHALT EDGE
Approach Requirements:
• Maximum 2 approaches per property frontage;one on arterials.
• Total width of approaches not to exceed 50%of frontage width.
Residential Approaches Commercial
Approaches
Distance from Curb/Radius Return 15'minimum 75'minimum
Separation between Approaches(measured from centerline to centerline of 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
BUFFER DATA
LONGITUDINAL BUFFER SPACE as B
SPEED (MPH)
25
30
35
40
45
50
55
60
65
70
LENGTH (FEET)
155
200
250
305
360
425
495
570
645
(2)
BUFFER VEHICLE ROLL AHEAD DISTANCE = R
TRANSPORTABLE ATTENUATOR
30 FEET MIN.
MINIMUM HOST VEHICLE WEIGHT 15.000 LBS. THE MAXIMUM
TO
WEIGHT SHALL BE IN ACCORDANCE WITH THE
100 FEET MAX.
MANUFACTURERS RECOMMENDATION.
PROTECTIVE VEHICLE
NO SPECIFIED
MAY BE A WORK VEHICLE SI RA IEGICALLY LOCATED TO SHIELD
DISTANCE
THE WORK AREA.
REQUIRED
SIGN SPACING
= X (1)
TAPER
TANGENT
RURAL HIGHWAYS
60 /65 MPH
800'*
35/45
RURAL ROADS
45 /55 MPH
500'8'
10 TO 20
RURAL ROADS & URBAN ARTERIALS
35 /40 MPH
350'0
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
25 /30 MPH
200'8
(2)
URBAN STREETS
25 MPH OR LESS
100'8
(2)
(1) ALL SPACING MAY BE ADJUSTED TO
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN
ROADWAY CONDITIONS.
ACCOMMODATE
URBAN AREAS TO
FIT
50' TO 100'
6 DEVICE
MIN.
50'70 100'
6 DEVICE
1 MIN.
I
0
S
Iz
0
W20-78 (OPTIONAL IF
40 MPH OR LESS)
50' TO
300'
48"
48°
W20-4 96/ \ W20 -7A
W20-1
48° 48'
LEGEND
FLAGGING STATION
h. TEMPORARY SIGN LOCATION
Q CHANNELIZING DEVICES
PROTECTIVE VEHICLE
W20.78
W20 -7B (OPTIONAL IF
40 MPH OR LESS)
48"
48'
W20-1
4 -26 1,� _fq ONE -LANE, TWO-WAY TRAFFIC CONTROL
./��J
/1
WITH FLAGGERS
NOT TO SCALE
48"
W20.7B (OPTIONAL IF
40 MPH OR LESS)
CHANNELIZATION DEVICE
SPACING (FEET)
MPH
TAPER
TANGENT
50/65
10 TO 20
80
35/45
10 TO 20
60
25/30
10 TO 20
40
NOTES:
1. ALL SIGNS ARE BLACK ON ORANGE.
2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS
SHOULDER IS RECOMMENDED.
3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT
FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR
ADDITIONAL DETAILS.
4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
FILE NAME S:IDesIgn R P& SM-Standards/2-Plan Shoot LIO(44741.Published PSLI(TC) Work Zon Traffic ControhTrafficW(TC-1) One Lana, Two Way Traffic Control wU
TIME 1:16:53 PM
DATE 9/18/2014
PLOTTED BY FletcCo
DESIGNED BY
ENTERED BY
IFED.AID PROJ.NO.
WASH
CHECKED BY
PROJ. ENGR.
JOS hLMe
REGIONAL ADM.
REVISION
DATE
CO %TRACT NO.
LOCATION h0.
FlaggorVTC-1.dgn
DATE
Washington State
Department of Transportation
TC1
TRAFFIC CONTROL PLAN
Cr
SNEETS
P. 1
• * * * Communication Result Report ( May. 7. 2015 11 : 35AM I * *
1) Spokane Valley Permit Center
2)
Date/Time ; May, 7. 2015 11 : 34AM
File Page
No. Mode Destination Pg (s) Result Not Sent
1849 Memory TX 95363051 P. 4 OK
Reason for error
E. 1) Hang up or line fail E. 2) Busy
E. 3) No answer E. 4) No facsimile connection
E. 5) Exceeded max. E—mail size
City of Spokane Valley
community Development
11707 E-Sprague Ave.,Suite 108
Spokane Valley,WA 99208
(500)720-5210
pormacenter6Jsookanevatley.org
APR-2015-0044 DE-APPROACH
PROJECT NAME:JACOBSON APPROACH PAVING ISSUED:05107/2015
SITE ADDRESS:5220 E 18TH AVE SPOKANE VALLEY EXPIRES:
PROJECT DESCRIPTION:INSTALL NEW ASPHALT APPROACH
PARCEL 35251.0063
APPLICANT. NLANDASPHALT CO OWNER JACOBSON.JEFF
PO BOX 3380 SPOKANE,VIA 55.220 5250E 10TH AVE
50e5342857 SPOKANE VALLEY.LVA99212-3205
GENERAL CONTRACTOR: INLAND ASPHALTCO Limns.NLANAC9040K
PO BOX 3308 EnpE su:0911212016
SPOKANE,110663220
509534-2657
FEES: Paid Due
Approach $52.00 $0.00
Totals: $52.00 ... $0.00
CONDITIONS
Prior to eacavaton,k is the Contactor responsibility to contact the purveyor of any transmission pipeline 01a1 Is within 100
reel of permitted work.as per RCW 19.122.033.
•Al approaches ore to be inspected by the Development Engineering Inspector(John Johnson 500-500-6305)prior to
pladng concrete or asphalt-
'Sew-coding g ofexisting curb In the right-of-way In order to create an approach is not allowed in Spokane Vaicy.
The ownership of a Spokane Valley Development Permit will Intra to the property owner.The permit
applicant,by Cognition,Is the property owner or an authorized agent of the property owner.It is the
responsibility of the applicant 1 permittee that the use described on the front of this permit compiles with
applicable codes and that respired inspections are requested.Failure to request inspections as listed
below and obtain the necessary approvals before progressing beyond the point where inspections are
required and may necessitate removal of certain pads of the construction are the applicant's!pernittee's
or properly owners expanse.
Owner/Agent Date:
•
Staff Approval Date:
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