2014, 08-20 Permit App: APR-2014-0067 Approachc
I I i* uc AN awe, Swsc B-3
Spoksoc Valle. WA 99206
Tel 4509) 720-52-10
Fax: 4509) 68S-0037
APPROACH PERMIT APPLICATION
PROJECT ADDRESS: 11122
START DATE: 8425-1/V
BUILDING OWNER NAME: al rA Mar+
MAILENG ADDRESS:
STATE:
CONTACT PERSON NAME: f�
PHONE: jeg. az. 6013 FAX:
CONTRACTOR NAME: Afigt ibn3feuct on
7
MAILING ADDRESS:
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int
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Nrojeut PIP: �, E D
RECFIV
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SV PERMIT CENTER
rg MR EV. # C—
CONTRACTOR LICENSE #: - re°
[� Residential Driveway
re Existing Curb & Gutter
❑ Culvert Installation
❑ Other Conditions:
EXPIRES: q.4.,2o/S
CITY BUSINESS LICENSE #: al% 1630
PROJECT DESCRIPTION (Please Provide Site Sketch)
O Commercial/Industrial Driveway
❑ Rural Road Section
❑ Sidewalk Repair/Construction
£ u @
(1
67,td.'600461-b e,dYn-
Bond/Insurance certification must be on file with the Cit}.
DISCLAIMER
The permitted verifies, acknowledges and agrees by their signature that: I) 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.
Signatu
Date: 2/ 70
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
ft wide
ft from back of curb
❑Streetside Swale
DDrainage Ditch
ODrywell (show location on sketch)
DOther (please describe below)
mi
DISTANCE FROM
INEAREST PROPERTY LINE
il.$1 BE LEFT OR RIGHT SIDE)
FT (SEE TABLE)
cLi
CONCRETE
APPROACH
CURB)—kN----THROATETABLE®FT WING
wi
Z'
LLJ
o;
a�
STREET NAM E
t. titcerc 4 17':
STREET WITH CURB
DISTANCE FROM
NEAREST PROPERTY LINE
AY BE LEFT OR RIGHT SIDE)
FT (SEE TABLE)
ASPHALT
APPROACH
NIF CORNER LOT,
DISTANCE FROM
c,,,ya RETURN
FT (SEE TA
RETURN
Proi��`RECED
pM 20 VA
CENTER
CSv�q RM\ -r CE
REQ
15' RADIUS
RN
1 SUB�"_--
EDGE OF J
ASPHALT
THROAT WIDTH n FT ---�
(SEE TABLE)
STREET NAM E
STREET WITH ASPHALT EDGE
NNIF CORNER LOT,
DISTANCE FROM
RADIUS RETURN
u 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
Residential Approaches
Commercial
Approaches
Distance from Curb/Radius Retum
15minimum
75' minimum
Separation between Approaches (measured from centerline to centerline of
each approa )
None specified
16' min., 30' max.
See Page 7-27
in City Street Standards
30' min., 40' max.
Throat Width (flat portion)
Wing Width at curb line
4 feet pical
5.0'
4 feet pical
5.0'
Minimum Distance from Side Property Line (@ r/w)
Minimum Distance from Crosswalk
5'
5'
DE -001: V-1
Page 2 of 2
GENERAL NOTES
PLACED IN THE CENTER OF ALL
RADIUS EDGER.
SURFACING TOP COURSE LAYER UNDER DRIVE
0
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W
z
0
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J
0
_
W
0
CC
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Q
OLD
a�
Q
LJ W
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0 M
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OV
0
iV =
0 Q
n
THROAT WIDTH
x
v
0
Z
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N
14
r
6
0
N
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X
w
DEVELOPMENT SERVICES SENIOR ENGINEER
-PROJECTED TOP OF CURB ELEVATION
APPROVED FOR PUBLICATION
STANDARD PLAN NO.
Rivercrest @ Coyote Rock
Lot 30 Block 1, SUB -03-09
11822 E Rivercrest / 45.044.1730
Approved Civil Plans/Drainage Design
• BLOCK 2
•
•,s a..... �y _ is f _- �^ 1-Y � A
��j •...,r ..,.. ... �'. se"
�',t�f'
4400
:.4 ... ,LOCK 1
•
•
•
•
' •
r•� ri . r .
'
' Arlveway ApproaahOga
Block #
110Centeftine'
Dimensions (ft)
Station
Offset {6)
Length
WIdt11
Block 1
18
j5+36.6'
16.5
:R
16'
16''
19
15+60.03
1$,6
;t1r
16 `
16'
20
16t10,05.
16.5
R
16'
16'
:21
16+42.05
.10.6
R
16'
te'
22
17+00.07
16.11
R
16.'
16'
23
17t3007
16.5
R
16' •
16'
• 24
17+79.81 16.5
R
16'
16'
25
18+9.32
16.5
11-
16'
16'
26
'18+66.51
16.5
13:
16'
16'
27
16+98.52
16.5
R:
16'
16'
28
'19+48:74
16.5
$.
16'
16'
29
191:79.40•
16.5
R;
18'
16'
30.
p+21.07
16.6
:R
16'
16'
31
26f68;70'.
19.8
R
16'
16'
32
'21,04.92
22.5
R
16'
16'
(from Sheet 5 of approved civil plans)
OCONSTRUCT NEW DRIVEWAY APPROACH WITH ADJACENT SIDEWALK PER
SPOKANE VALLEY STANDARD DETAIL R-112 AND R-117. SEE DRIVEWAY APPROACH
TABLES FOR SIZES AND LOCATION.
iA NEW FIRE HYDRANT ASSEMBLY,
0 CONSTRUCT NEW 1T WIDE VEGETATED SURFACE TRAFFIC ISLAND. SEE DETAIL
SHEET G.
ZO CONSTRUCT NEV TYPE 1 CATCH BASIN WITH COMBINATION INLET TYPE 2 FRAME
PER SPOKANE VALLEY STANDARD DETAILS 5-112, 5-115 ({ 5-117. INSTALL NEW
TYPE 3 GRATE PER SPOKANE VALLEY STANDARD DETAIL 5-122. ALSO SEE
STORM DRAIN DATA TABLES ON SHEET B. ADJUST FPAME AND GRATE TO TOP
BACK OF CURB ELEVA'TION PRIOR TO PAVING.
21 INSTALL NEW 12' DIAMETER SDR 33 PVC STORM DRAIN LATERAL WITH 0.5%
GRADE TO DRAIN AS SHOWN PER MANUFACTURER'S SPEGIFICAT1ON5 AND OW
OF SPOKANE VAI I FY REQUIREMENTS AND PER STORM DRAIN PIPE DATA TABLES.
22 CONSTRUGT NEW STORM DRAIN PIPE OUTFALL PER DETAIL SHOWN ON SHEET 7.
•
23 INSTALL NEW TYPE A PRECAST DRYWEL1. WITH TYPE 4 FRAME AND GRATED LJD
IN UTILITY EASEMENT AS SHOWN AND PER SPOKANE VALLEY STANDARD DETAIL
5-102, 5-109, E 5-104, EEE STORM PRAIN TABLES ON SHEETS.
24 INSTALL NEW 'KEEP RIGHT' SIGN (R4-7) PER SPOKANE VALLEY STANDARDS AND.
PER MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) LATEST EDITION.
•
25 INSTALL. NEW 'NO PARKING HERE TO CORNER' SIGN (R7-11) WITH AP.ROW
INDICATOR PER SPOKANE VALLEY STANDARDS, MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MCD) LATEST EDITION AND PER FIGURE 0103.6 OF THE
2000 INTERNATIONAL FIRE CODE. INSTALL SLEEVE IN CONCRETE AS REOLJIRED,
Lot 3 Block 1, SUB -03-09
11822 Rivercrest Drive
Existing as-builts, per approved civil plans
11822 Rivercrest Dr
Spokane Valley, WA 9920E — approximate address
glvercrest Dr
Street Vievr, - Scp 2011
Lot 30 Block 1 located partially in Basin 2 and partially in Basin 4:
^
- RIP RAP OUTLET
•496, PROTECTION APRON - -
STORM DRAIN PIPE SD142
N
1 • SWALE
INLET #2 rp
o]�
STORM DRAIN PIPE SD#B
CATCH BASIN #1
pRYWELL #2 \_ ^
r? 1
STORM DRAIN PIPE SD#1
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