2008, 06-05 Permit App 08001464 Grading-ExpiredProject Number: 08001464 In.
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
*ate: 6/5/2008 Page 1 of 2
Project Information:
Permit Use: GRADING - WATER SEWER & UTILITIES/ Contact: LEWRAD DEVELOPMENT, LLC
ROADWAY IMPROVMENTS Address: 12402 N DIVISION # 244
C - S - Z: SPOKANE, WA 99218-1930
Setbacks: Front Left: Right: Rear: Phone: (509) 123-4567
Group Name:
Site Information: Project Name:
. ttt
Plat Key: Name: Range District: East
Parcel Number: 55182.0912 Block: Lot:
SiteAddress: 1212 N FLORA RD Owner: Name: LEWRAD DEVELOPMENT, LLC
Address: 12402 N DIVISION # 244
Location:: GRE SPOKANE, WA 99218-1930
Zoning: UR-3.5
Water District:
Area: 180,620 Sq Ft
Urban Residential 3.5
Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Review
Plan Review
Drainage Review
Permits:
Hold: 111
Depth: 0 Right Of Way (ft): 0
Released By:
Originally Released: 6/5/2008 By: HMAllen
LReleased By:
Originally Released: 6/5/2008 By: HMAllen
Operator: JD Printed By: jmm
Print Date: 6/5/2008
Project Number: 08001464 In�
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Contractor: OWNER
*ate: 6/5/2008 Page 2 of 2
Grading Permit
Firm: OWNER
Phone: (000) 000-0000
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
GRADING NONE NONE 300 $300.00 300 $300.00
Item Description
GRADING PLANS CHECK
GRADING PERMIT FEE
Totals: 300 $300.00 300 $300.00
Units Unit Desc Fee Amount
1 SELECT $20.00
1 SELECT $34.00
Permit Total Fees:
$54.00
Notes: Foomfaimv alo&Nawar-A17113.1... _ �. w0411Vagt MOW- .
Applicant understands the Hearing Examiner's decision has not been issued and any and all
requirements of decision shall apply to grading application as stated in letter dated 4-28-08 from Tim
Lewis, LewRad Development.
A 6-FOOT HIGH SIGHT -OBSCURING FENCE MUST BE INSTALLED AROUND PERIMETER
OF VALLEY COACH ESTATES SUBDIVISION PRIOR TO ANY BUILDING PERMITS-MH
Payment Summary ;;r, .y: ft _ M.fr<
RAZ
Permit Type
Grading Permit
Fee Amount Invoice Amount
$54.00 $54.00
$54.00 $54.00
Amount Paid
$0.00
$0.00
Amount Owing
$54.00
$54.00
Disclaimer:
Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information
contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: JD Printed By: jmm
Print Date: 6/5/2008
Spokane
..ValleyR
Community Development
Grading
Permit Application
Improvements/Landscaping
Pennititer
11703 E Sprague Ave, Suite B-3
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
www.spokanevalley.org
•
PERMIT NUMBER: lI
PERMIT FEE:
ay
® Rough/Clearing ❑ Full Grading
® Underground ❑ Site
SITE ADDRESS: 1312 N FLORA ROAD & 1212 N FLORA ROAD
ASSESSORS PARCEL NO: 55182.0813 & 55182.0912.
5u3-0c9 -
LEGAL DESCRIPTION:
Property Owner
Excavation Contractor
Name: LewRad Development, LLC
Name: Not Known Yet
Manager: Tim Lewis
A
Address:
Address: 12402 North Division Street
C
City:
State:
Zip:
City: Spokane State: WA Zip:
P
Phone:
Fax:
Phone: 509-232-4277 Fax: 232-4216
L
Lic No.
Exp Date:
Contact Person
C
City Business Lic No:
Name: Tim Lewis
Engineer Mamdouh El-Aarag, P.E.
Phone: 509-951-6959
Company Name: MHE
Identify and describe the work and indicate the use:
Address: 9702 W. Masters Lane
City: Cheney
State: WA
Zip:
Water, Sewer and utility excavation.
Phone: 509-230-1960
Fax:
Roadway improvements (paving, curb and drainage swales)
for Boone Avenue Street Improvements.
Lic No:
Soil Testing Firm:
Company Name:
Address:
City:
State:
Zip:
Phone:
Fax:
n/Cut (Cu Yd): 300
stimated Embankment/Fill (Cu Yd): 100
Destination of Excavated Materials: On site.
Start Date: April, 2008 Estimated Completion Date: June, 2008.
The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of 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) This 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: - 21^ 08
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
nCash ❑ Check n Mastercard n VISA
Bankcard #: Expires: VIN#:
Authorized Signature:
Effective 10-28-07
RECEIVE.) BY
CITY OF SPOKANE VALLEY
BY;
APR .2000
PER CENTER
F:'MHEI 1-06 (E)\LewRad07-015\Grading Permit App 4-21-08.doc
Page 1 of 1
jalley
Development Engineering
11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@spokanevalley.org
Letter of Transmittal
Date: June 5, 2008
To: CSV — Building Department
From: Henry M. Allen
CSV - Development Engineering
RE: Project — SUB-06-07 REZ-19-07 Summerset Estates -Boone Ave Improvements
Permit Number — 08001464
We are sending to you —
® Attached n Under separate cover via:
the following:
ITEM #
COPIES
DESCRIPTION
1
1
Set of approved plans for the subject project.
2
3
4
These are sent for the purpose(s) checked below:
❑ For approval
• For your use
n As requested
n For review and comment
n Other
Comments:
Plans to be issued with Grading Permit.
❑ Approved as submitted
n Approved as noted
❑ Returned for corrections
❑ Confidential
cc: Spokane Valley Development Engineering — Project File
SUB-06-07 REZ-19-07 Summerset Estates -Boone Plans to Bldg
Spanokane�
jUalley
Site Address: 1212 N FLORA RD
Parcel Number: 55182.0912
Zoning: U R-3.5
Fire District:
Project
Transmittal
City of Spokane Valley
Community Development
Department
11703 E. Sprague Ave, Suite B3
Spokane Valley, WA 99206
Phone: 509.688.0036
New project
Previous pre-app meeting ❑
Plan revisions ❑
Transmittal Date:
Tuesday, Apri122, 2008
Water District:
Project Number: 08001464
Applicant: LEWRAD DEVELOPMENT, LLC Owner: LEWRAD DEVELOPMENT. LLC
12402 N DIVISION # 244 12402 N DIVISION # 244
SPOKANE. WA 99218-1930 SPOKANE. WA 99218-1930
(509) 123-4567
e-mail: e-mail:
Contact: LEWRAD DEVELOPMENT, LLC Occupant:
12402 N DIVISION # 244
SPOKANE. WA 99218-1930 e-mail:
(509) 123-4567
e-mail:
Contractor: OWNER
( ) - 0
Arch / Engineer:
e-mail:
Project Description: GRADING - WATER SEWER & UTILITIES/ ROADWAY IMPROVMENTS
APPLICATIO
Building
Landuse
Engineer
Utilities
Health
Fire Dist
Assessor
N
PLAN
0
Please send all plan review and project comments via e-mail to the
highlighted individuals.
Spokane
��Valley
Community Development Building Division
11703 E Sprague Ave Suite B3 Spokane Valley WA 99206
Inspection Request Line: 509-688-0054
All inspections are scheduled through this line
THIS CARD MUST BE POSTED ON THE JOB SITE AT THE TIME OF INSPECTION
***Inspection requests must be scheduled before 7:00 am
the morning of the desired date of inspection***
To call in an inspection request:
1. Call the Inspection Request line: 509-688-0054
2. When prompted, indicate your inspection area as checked below:
EAST AREA Press "1"
SOUTH AREA Press "2"
NORTH AREA Press "3"
3. Leave the following information: Qft
Project number: O • `f
Project Address: IL t n iota -
Type of Inspection
Your phone number
Your preference for AM or PM inspection time ***
Special arrangements for access
*** The inspector will make every effort to accommodate your preference,
Depending on workload, the inspector cannot guarantee AM or PM inspection.
4. To speak directly with the inspector, please call their direct line between 7:00 am-7:30 am,
Spokane
4.Valley%
Community Development Building Division
11703 E Sprague Ave Suite B3 Spokane Valley WA 99206
PROJECT INSPECTION RECORD
Inspection Request Line: 509-688-0054
All inspections are scheduled through this line
THIS CARD MUST BE POSTED ON THE JOB SITE AT THE TIME OF INSPECTION
PROJECT NO: 48'I4464( PROJECT ADDRESS: /2 /Z &get,.
Inspection
Date
Notes
Corrections
Left?
Approved
Inspector
SETBACKS
FOOTINGS
REINFORCEMENT
UNDERGROUND
RADON
SHEAR/BRACE WALL
SHEATHING
HOLDDOWNS
FRAMING
GAS PIPING
DUCT WORK
WATER PIPING
DRAIN/WASTE/VENT
INSULATION
CEILING GRID
FIREWALL/GWB
FIRE PROTECTION
HVAC
HOOD/DUCT
OTHER REQ:
FINAL: FIRE
FINAL: PLANNING
FINAL: ENGINEERING
FINAL: BUILDING
VICINITY
Iu
BOO\- AV-\ STD-=T IMOVMF\IS
A PORTION OF THE NW 1'/4oF THE \W 1/4 OF SECTION 18,
TOWNSHIP 25 FORTH, RANGE 45 EAST, W.M.
CITY OF SPOKANE VALLEY, SPOKANE COUNTY, WASHINGTON
AP
NOT TO SCALE
GENERAL NOTES
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE 2001 EDITION OF THE SPOKANE COUNTY
STANDARDS FOR ROAD AND SEWER CONSTRUCTION, THE 1998 SPOKANE COUNTY GUIDUNES FOR
STORMWATER MANAGEMENT, SPOKANE VALLEY STORMWATER ORDINANCE 05-013, 2006 WSDOT STANDRAD
AND SPECIFICATIONS AND ALL OTHER PERTINENT FEDERAL, STATE AND LOCAL REGULATIONS.
2. LOCATIONS OF EXISTING UTIUTIES SHOWN IN THE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES. ANY CONFLICTING UTILITIES SHALL BE
RELOCATED PRIOR TO CONSTRUCTION OF ROAD AND DRAINAGE FACILITIES.
3. THE CONTRACTOR IS REQUIRED TO HAVE A COMPLETE SET OF THE APPROVED ROAD AND DRAINAGE
PLANS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
4. IF THE CONTRACTOR DISCOVERS ANY DISCREPANCIES BETWEEN THE PLANS AND EXISTING CONDITIONS
ENCOUNTERED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER AND THE SPOKANE
COUNTY ENGINEER'S OFFICE.
5. PRIOR TO SITE CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UNDERGROUND
UTILITIES. CALL THE UNDERGROUND UTILITY LOCATION SERVICE AT 800-424-5555 BEFORE YOU DIG.
6. THE CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO
REPRESENT AND ACT FOR THE CONTRACTOR AT THE JOB SITE DURING ALL WORKING HOURS.
7. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL MATERIALS REQUIRED FOR CONSTRUC11ON OF
THE IMPROVEMENTS SHOWN IN THIS PLAN SET.
8. UNLESS OTHERWISE INDICATED, ALL DISTURBED AREAS SHALL BE RETURNED TO THE EQUIVALENT OF
THEIR PRECONSTRUCTION CONDITION.
4
9. ALL APPROVED DEVIATIONS FROM THESE PLANS SHALL BE RECORDED ON A SET OF "AS -BUILT"
DRAWINGS WHICH SHALL BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO PROJECT COMPLETION
AND ACCEPTANCE.
10. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS
SHOWN.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION, MAINTENANCE, AND REMOVAL OF SHORING
AND BRACING NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES
AND OTHER IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS.
12. SURVEY INFORMATION AND UNDERGROUND UTILITY LOCATIONS USED IN THE PREPRATION OF THESE
DRAWINGS WERE FURNISHED BY OTHERS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR
COMPLETENESS OR ACCURACY.
13. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY EROSION AND SEDIMENTATION CONTROL
FACILITIES AS REQUIRED TO PREVENT EROSION AND TO ENSURE THAT SEDIMENT -LADEN WATER DOES
NOT LEAVE THE CONSTRUCTION SITE.
14. EXISTING UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AT THE CONTRACTOR'S
EXPENSE AND SHALL BE INSPECTED BY THE ENGINEER OF RECORD.
15. PIPE LENGTH SHOWN ON THE PLANS ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD
CONDITIONS.
16. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR CONSTRUCTION IDENTIFIED
ON THESE PLANS.
17. ALL DISTRUBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER APPROVED METHODS FOR
PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF' CONSTRUCTION.
18. ALL SUBGRADE PREPRATION, COMPACTION, ROAD BASE, AND ASPHALT CONCRETE PAVEMENT SHALL
BE IN ACCORDANCE WITH GEOTECHNICAL EVAULATION PREPARED BY CUMMINGS GEOTECHNOLOGY. DATED
SEPTEMBER 6, 2007. CONTRACTOR SHALL HAVE A COPY ON -SITE AT ALL TIMES DURING
CONSTRUCTION.
19. ALL DRAINAGE SWALES SHOWN ON THE PLANS SHALL BE INSTALLED INCLUDING THE ROUGH GRADING
CONCURRENT WITH THE ROAD CONSTRUCTION.
20. FOR ANY CURB GRADES LESS THAN 0.8% (0.008 FT/FT), A WASHINGTON STATE PROFESSIONAL LAND
SURVEYOR SHALL VERIFY THAT THE CURB FORMS ARE AT THE GRADES NOTED ON THE APPROVED
PLANS, PRIOR TO PLACEMENT OF CURB MATERIALS. THE CONTRACTOR S
AND COORDINATING WORK WITH THE PROFESSIONAL LAND SURVEYOR.IS RESPONSIBLE FOR ARRANGING
21. THE CONTRACTOR SHALL EMPLOY A LICENSED SURVEYOR TO VERIFY THAT THE CROSS -GUTTER
FORMS ARE AT THE CORRECT PLANE GRADE PRIOR TO CONCRETE PLACEMENT. THE CROSS -GUTTERS
SHALL BE CONSTRUCTED PRIOR TO PAVING, AND THE PAVEMENT SHALL MATCH THE EDGE OF CONCRETE
GUTTER.
22. FOR CONSTRUCTION OF DRYWELLS, INSTALL FILTER FABRIC (AMOCO 4545 OR APPROVED EQUIVALENT)
BETWEEN THE WASHED DRAINROCK AND THE NATIVE SOILS.
23. THE FLOOR OF A GRASSED PERCOLATION AREA (GPA) SWALE INCLUDES THE LEVEL PORTION OF THE
FLOOR OF THE SWALE, AND THE SIDESLOPES OF THE SWALE UP TO THE GPA OVERFLOW ELEVATION OR
TOP OF DRYWELL. THE SOIL LOCATED IN THE FLOOR OF THE GPA SWALE SHALL BE A MEDIUM TO
WELL -DRAINING MATERIAL, WITH A MINIMUM INFILTRATION RATE OF 0.5 INCHES PER HOUR. THE
ENGINEER SHALL PROVIDE A WRITTEN STATEMENT WHICH VERIFIES THAT ALL GPA SWALES CONFORM TO
THIS REQUIREMENT. THIS WRITTEN STATEMENT SHALL BE SUBMITTED TO THE CITY OF SPOKANE VALLEY
ENGINEER'S OFFICE PRIOR TO INSTALUNG FINISHED LANDSCAPING/SOD AND PRIOR TO FINAL
ACCEPTANCE. THE SWALE FLOOR MATERIAL SHALL BE INSTALLED TO A NATIVE SOIL STRATUM WHICH
ALSO MEETS OR EXCEEDS THIS MINIMUM PERCOLATION RATE OF 0.5 INCHES PER HOUR.
C:\LEWRAD07-015\STREET\BO0NESHEET1.DWG PLOT 1:50 5-31-08
•
BACON'S ADDITION
TO GREENACRES
TRACT 36
NI
30 tb'
7
I
CALL BEFORE YOU DIG: 800-424-5555
FUTURE SHA
UTILI
1 .. r
BORDER,
I . ESMT. •r',,
.•rrrr"� ,,'•''r
Y_ E
EMENT
•
AVE.
`13' '80RDE'R:;EASEMENT
co 13' BORDER" EASEMENT
r••'•' .r''r
2
11
„r•
rr r.•
tr• 1a
kt 7' BORDER
\ EASEMENT
--_ _ NEW 10_
l2" INCH SEWER LINE
FORMER BURLI
NGTON
4
r••
,l-
9
%.
8 {
tG' UnCti'Y ESMT �--_�-
` - (SPOKANE 12"w -
E COUNTY PROPERTYARIGHT
� OF WAY
UNPLATTED
SPOKANE VALLEY PUBLIC WORKS
OFFICIAL PUBLIC. DOCUMENT ORIGINAL
CONSTRUCTION PLANS
PROJECT #: SUB-06-07 ;REZ-19-07
PROJECT NAME: SUMMERSET ESTATES
BOONE AVE. ONLY
DATE ACCEPTED: MAY 30.` 2008-
ACCEPTANCE EXPIRES:.
PUBLIC WORKS DESIGNEE:
PROJECT LANE MILES PUBLI :0.07
PROJECT LANE MILES PRIVATE: 0.00
CONSTRUCTION DOCUMENTATION AND CERTIFIED
RECORD DRAWINGS, °'AS-BUILTS" ARE REQUIRED PRIOR
TO CNTY ACC EPTANCE AND ESTABLISHMENT OF THE
STREETS AND DRAINAGE FACILITIES FOR MAINTENANCE
PERMIT REQUIRED) aim921-1000
NOTIFY PERMIT` UMW. 2 BUSINESS DAYS
I EXPIRES 4-27-09
6
7
SHARP AVE.
TEMPORARY
TURN -AROUND
EASEMENT
SCALE IN FEET
BACON'S ADDITION TO GREENACRES
1
.
1
REV
DATE
DESCRIPTION
DWN BY
DES BY
CHK BY
APP BY
DATE OF ISSUE
N. 31, 2008
DWN BY MHE CHIC BY
DES BY MHE APP BY
TRACT 10
r
MHE ENGINEERING
9702 W. Masters Lane
Cheney, WA 99004
(509) 230-1960
FAX: (509) 747-2769
TABLE OF CONTENTS
COVER SHEET
SHEET 1
BOONE AVENUE / DETAILS SHEET 2
LEGEND
RB • FOUND REBAR
MON ® FOUND MONUMENT IN CASE
SPK ♦ FOUND RAILROAD SPIKE
CB❑ CATCH BASIN
S_rL SIGN
LP0- LIGHT POLE
P-0- UTILITY POLE
ET o TRANSFORMER
T ❑ TELEPHONE RISER
TV 0 TELEVISION RISER
SMH O EXISTING SEWER MANHOLE
FH C( EXISTING FIRE HYDRANT
WVN EXISTING WATER VALVE
- 10"SS EXISTING SANITARY SEWER LINE
6"W - EXISTING WATER LINE
6"WM
NEW WATER LINE
NEW WATER SERVICE
NEW WATER VALVE
NEW FIRE HYDRANT
NEW SANITARY SEWER LINE
NEW SEWER SERVICE
® NEW SANITARY SEWER MANHOLE
LEGAL DESCRIPTION
PREPARED BY LANDTEK, LLC)
THE SOUTH 134.00 FEET OF TRACT 8 AND ALL OF TRACT 9 OF
BACON'S ADDITION TO GREENACRES, PER PLAT THEREOF
RECORDED IN VOLUME "J" OF PLATS, PAGE 15;
EXCEPT THE SOUTH 10.00 FEET OF SAID TRACT 9 AS DEEDED TO
SPOKANE COUNTY BY RIGHT OF WAY DEED RECORDED FEBRUARY
11, 1970 UNDER AUDITOR'S FILE NO. 472259C;
SITUATE IN THE CITY OF SPOKANE VALLEY, COUNTY OF SPOKANE,
STATE OF WASHINGTON.
UTILITIES NOTES
SURFACE UTILITIES SHOWN ARE FROM VISIBLE
EVIDENCE COLLECTED BY SURVEY ONLY.
SUBSURFACE UTILITY LINES ARE NOT SHOWN.
INVESTIGATION INTO RECORDS HELD BY UTILITY
PURVEYORS HAS NOT BEEN PERFORMED.
UTILITIES WERE NOT SURFACE -MARKED FOR
LOCATION PRIOR TO SURVEY.
BENCH MARK DATUM
ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAND-88), ORIGINATING FROM
SPOKANE COUNTY TEMPORARY BENCHMARK M-8, SPIKE IN
UTILITY POLE AT THE SW QUADRANT OF FLORA ROAD AND
MISSION AVENUE.
ELEV=1999.98
TBM - 3/8" REBAR & "LANDTEK CONTROL" CAP NE,.
THE SOUTHWEST CORNER OF SUBJECT PARCEL AS ShOWN.
CP1618 o ELEV=2021.72
THE DESIGN IMPROVEMENTS SHOWN IN THIS SET OF PLANS AND
CALCULATIONS CONFORM TO THE APPUCABLE EDITIONS OF THE
SPOKANE COUNTY STANDARDS FOR ROAD AND SEWER CONS
AND THE SPOKANE COUNTY GUIDEUNES FOR STORMMANAGEMENT.
ON
I APPROVE THESE PLANS FOR CONSTRUCTION.
WATER MANAGEMENT.
Rui40A\ ator
MAMDOUH H. EL-AARAG, P.E. - PROJECT ENGINEER
DEVELOPER'S APPROVAL:
DATE 5- 31-0&
DATE _2-`
BOONE AVENUE
COVER SHEET/PLAN VIEW
0'
UTILITY
EASEMENT
7'
BORDER
EASEMENT' 25' R/W
5'
WALK
10'
SWALE
15'
C/L 15' R/W
12'
2.00%
TYPE B� L2" CLASS B
CURB ASPHALT
8" CRUSHED SURFACING
BASE COURSE
3:1 TYP.
2' GRAVELED
SHOULDER
C-2-k
BOONE AVENUE TYPICAL SECTION
} STA. 10+4725 TO 13+62.17 NOT TO SCALE
SPOKANE VALLEY PUBLIC WORKS
OFFICIAL PUBLIC DOCUMENT ORIGINAL
PLANS
PROJECT #: SUB-06-07 REZ-19-07
PROJECT NAME: SUMMERSET ESTATES
0,0
DATE ACCEPTED: MAY 30. NE AVE.
08 NLY
ACCEPTANCE EXPIRES:
PUBLIC WORKS DESIGNEE:
PROJECT LANE MILES PUBL C: 0.0
PROJECT LANE MILES PRIVATE:OEOO
CONSTRUCTION DOCUMENTATION AND CERTIFIED
RECORD DRAWINGS, "AS -GUILTS' ARE REQUIRED PRIOR
TO CITY ACCEPTANCE AND ESTABLISHMENT OF THE
STREETS AND DRAINAGE FAQUTIES FOR MAINTENANCE
PERMIT REQUIRED! (509).921-1000
NOTIFY MAT ENGINt R 2 BUSINESS DAYS
PRIOR TO CONSTRUCTION
3" -
TOP OF CURB ELEV.
3:1 TYP.
PRECAST DRYWELL.
TYPE PER PLAN.
-6" TO TOP OF SOD
OR 8" TO TOP OF SUBGRADE.
LEFT TOP -OF -CURB
CL BOONE AVENUE
CL FLORA ROAD
STA 10+00
CENTER LINE ELEV. 2020.4
2020
i�i�GIN ['II1?R.
STA
ELEV.
10+47.25
2020.35
FINISHED
GRADE
EXISTING
GROUND
2022.0
2022.0
2022.0
2022.7
o
ti
ON
N
2022.9
r
N
N
N
co
tV
N
N
2022.9
2023.0
o
M
N
N
2023.0
2023.0
2023.2
.r
Ni
N
O
N
10+00
2020
2.0% CROSS SLOPE
OF FLORA ROAD
RIGHT EDGE -OF -PAVEMENT
GRASSY SWALE BOTTOM.
SWALE IS TO BE SEEDED (OR SOD) AS SPECIFIED
IN APPENDIX E OF SPOKANE COUNTY
GUIDELINES FOR STORMWATER MANAGEMENT.
NOTES:
1. CONTRACTOR TO MINIMIZE EQUIPMENT OPERATION
OVER SWALE BOTOM TOPSOIL TO PREVENT
EXCESSIVE COMPACTION.
2. DRYWELLS SHALL BE PROTECED FROM
SEDIMENT BY PLACING FILTER FABRIC
FOLLOWING INSTALLATION.-
3. TOP SOIL WITH ORGANICS SHALL
BE USED WHEN NECESSARY.
1-.)TYPICAL DRYWELL INSTALLATION
- TO NOT N T TO SCALE
0.0'
+0.1'
-0.1')
i
i
GRASS SWALE /
BTM. LOWER SWALE
(-1.35')
1.0' CONCRETE APRON TO BE
PLACED AT THE SWALE INLET
CENTERD ON BOTH SIDES OF LOW POINT
& ANCHORED INTO THE DRIVEWAY
WITH (2) - #4 X 12" REBAR.
EXTEND APRON TO BOTTOM OF
SWALE FOR EROSION PROTECTION.
0.7')
0.0'
•
•
•
•
•
•
r
BTM. UPPER
SWALE = (-1.25')
.1-
(-0 6') /� GRASS SWALE
/
t+, i
(-0.6')
(-0.5')
16'
DRIVEWAY DETAIL
C:\LEWRAD07-015\STREET\SHEET2.DWG PLOT 1:50 5-31-08
e"{
NOS:
FOR CURB TRANSITION AND OTHER DETAILS
NOT MOWN SEE SPOKANE COUNTY STD PLAN A-4.
PLEASE NOTE THE 1-INCH UP IS NOT NEEDED.
NOT TO SCALE
N
0
10+50
M
0
W
11+00
11+50
G N REAi
ST 10+47.25
ELE 2020,18
EXISTING GROUND
12+00
12+50
FINISHED CL GRADE
13+00
13+50
rn
O
N
0
SO
N
N
0
CV
CV
0
N
try
(Ni
N
0
N
d•
C'1
N
0
CV
N
N
0
N
O
N)
N
0
N
0
M
N
N
N
t7
N
N
M
t4)
N
0
10+00
2020
2.0% CROSS SLOPE
OF FLORA ROAD
1
to
N
0
10+50
11+00
11+50 12+00
12+50
13+00 13+50
BEGIN
NEW EP
efri
FINISHED
GRADE
STA
ELEV.
10+47.25
2019.94
EXISTING
GROUND
•
2021.0
2021.3
2021.7 _
2022.0
2022.1
M
N
0
N
¢
N
0
N
2022.5
2022.6
N
N
0
N
2022.8
2022.9
2023.0
•-
N
N
M
M
0
N
10+00
10+50
11+00
11+50
12+00
12+50
13+00
13+50
ROAD PROFILE STA 10+00 TO 13+6.2.17
-0-
30
UNPL
GRA VE'L
Ew 16»
BEGIN SWALE STATION 10+40
END SWALE STATION 13+62
DRYWELL COORDINATES
32741 ,.229, E: 327-794.02
201- 4.3
�2„WAY
RAILWAY
2„wFORCERBURLINGT4NCOUNTYRERN ER
icHCSPOkPRoA
ATTED
SEWER
HORIZ.: 1 "=50'
VERT.: 1 "=10'
OF WAY
END CURB
BEGIN TAPER
STA 13+62.17
ELEV. 2023.50
END ROAD
/ STA 13+62.17
ELEV. 2023.33
EROSION/SEDIMEN TA T/ON CONTROL NOTES
1. AN EROSION/SEDIMENTATION CONTROL (ESC) PLAN IS REQUIRED FOR THIS PROJECT. IMPLEMENTATION OF THE
ESC PLAN, AND CONSTRUCTION, MAINTENANCE, AND UPGRADING OF THE ESC FACILITIES ARE THE RESPONSIBILITY
OF THE DEVELOPER UNTIL ALL CONSTRUCTION IS COMPLETED AND ACCEPTED BY CITY OF SPOKANE VALLEY, OR UNTIL
VEGETATION IS ESTABLISHED THROUGHOUT THE SITE, AND ACCEPTED BY CITY OF SPOKANE VALLEY, WHICHEVER IS LATER.
2. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY
PROPOSED ROAD, STORM DRAINAGE, GRADING OR UTILITY DESIGN ELEMENTS SHOWN ON THE ESC PLAN.
3. THE EROSION/SEDIMENTATION CONTROL MEASURES SHOWN ARE THE MINIMUM REQUIREMENTS FOR THE
ANTICIPATED SITE CONDITIONS. THE CONTRACTOR SHALL INSPECT AND MAINTAIN THESE ESC MEASURES DAILY,
AND SHALL MAINTAIN AND UPGRADE THESE MEASURES AS NECESSARY TO PREVENT SEDIMENT -LADEN WATER FROM
EITHER FLOWING OFF THE SITE, OR INTO NEW/EXISTING STORM DRAINAGE FACILITIES, SUCH AS DRYWELLS, CULVERTS,
OR GRAVEL GALLERIES.
4. THE CONTRACTOR/DEVELOPER IS RESPONSIBLE FOR INSTALLING ROCK CONSTRUCTION ENTRIES AT ANY AND ALL
LOCATIONS USED TO ENTER OR EXIT THE PROJECT SITE.
5. GEOTEXTILE FABRIC IS TO BE PLACED ON THE RIMS OF DRYWELLS, CATCH BASINS AND INLETS UNTIL SUCH TIME THE
VEGETATION ON THE SITE IS ESTABLISHED AND THE THREAT OF SEDIMENT DEPOSITION INTO THE DRAINAGE SYSTEM
IS MITIGATED.
END EP / BEGIN TAPER
STA 13+62.17
ELEV. 2023.09
FILTER FABRIC MATERIAL MIRAFI
100X, OR EQUIVALENT.
STAPLES OR WIRE
RINGS (TYPICAL).
2" X 2" WOOD POSTS, STANDARD OR
BETTER OR EQUIVALENT.
NEWLY :GRADED OR
DISTURBED SIDE SLOPE
BACON'S ADDITION TO GREENACRES
DELTA:1'30'19"
R= 2819.79
L= 74.08'
ROAD PLAN STA 10+00TO 14+14
CALL BEFORE YOU DIG: 800-424-5555
EXPIRES 4-27-09
HORIZ.: 1 "=50'
TRACT 10
-ROW
-6P-Qg-Of: - GRgyE L
ROW
E6GE0FCRAVL
f
1
REV
DATE
DESCRIPTION
DWN BY
DES BY
CHK BY
APP BY
DATE OF ISSUE
MAY 31 2008
DWN BY MHE CHK BY
DES BY MHE APP BY
to
z
N
BURY BOTTOM OF FILTER FABRIC
MATERIAL ON 8"X 8" TRENCH.
ELEVA T/ON
WELDED WIRE
FABRIC BACKING.
FILTER FABRIC
MATERIAL.
WASHED ROCK
to
BURY BOTTOM OF
FILTER FABRIC
MATERIAL
ED
50 0
SCALE IN FEET
25
50
MHE ENGINEERING
9702 W. Masters Lane
Cheney, WA 99004
(509) 230-1960
FAX: (509) 747-2769
J
to
2"X 2" WOOD POST
to
8"
CROSS SECTION
S!L T FENCE
NOT TO SCALE
STREET KEY NOTES:
OINSTALL SILT FENCE ALONG PROPERTY LINE
PER DETAIL 1, THIS SHEET.
OINSTALL CONCRETE CURB AND GUTTER
PER SPOKANE COUNTY STD PLAN A-3.
033INSTALL TYPE 'B' PRECAST DRYWELL IN ACCORDANCE
WITH SPOKANE COUNTY STD PLANS B-1 & B-10 WITH
METAL FRAME TYPE 4 & GRATE TYPE 4 PER DETAIL B-15.
OUTILITY PAVEMENT PATCH TO MATCH EXISTING SECTION.
MINIMUM 4" OF ACP OVER 6" OF TOP COURSE AND SHOULD
FOLLOW THE FOG LINE AND HAVE A 2' SHOULDER.
BEGIN BOONE AVENUE TYPICAL SECTION STA. 10+47.25.
0 4" FOG LINE TO TAPER INTO EXISTING INTERSECTION
STA. 11+50, L=104.20' (PER MUTCD). WEST END AT
STA. 10+45.8, 12.0' FROM CL.
0'208' ROADSIDE SWALE PER TYPICAL ROADWAY
SECTION AND SWALE DETAIL.
0APPROX. LOCATION OF 16' WIDE CONCRETE DRIVEWAY
PER DRIVEWAY DETAIL 4, THIS SHEET LOCATED MINIMUM
7.5' FROM PROPERTEY LINE.
OTYPE 1 CURB INLET, L=3' PER SPOKANE COUNTY STD PLAN 8-8:
STA. 10+60.
10 STA. 13+62.17 END CURB/EP AND START TAPER
0 STA. 14+14.25 END TAPER, L=52.1' (PER MUTCD).
BOONE AVENUE
STA. 10+00 TO 14+14.25