HomeMy WebLinkAboutPermit Building 1998-5-21
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NOTICE:
THIS PERMIT SHALL EXPIRE IF THE WORK
AUTHORIZED UNDER THIS PERMIT IS NOT
COMMENCED OR IS ABANDONED F()R:SIDENTIAL PERMIT APPLICATION
CITY OF SPRINGFIELD
ANY! l~O DA Y PERIOD. COMMUNITY SERVICES DIVISION
BUILDING SAFETY
Page 1
Job Number: 971187
225 North Fifth Street
Springfield, OR 97477
Office: 726-3759
Inspection Line: 726-3769
Location of Proposed Work: 4266 ASTER ST 4268
Assessors Map #: 17023231
Lot: 3 Block:
Tax Lot #: 03104
Subdivision: BAYWOOD
Owner: BRIAN LOUNSBURY
Address: PO BOX 1518
Phone #: 744-5389
City/State/Zip: SPRINGFIELD, OREGON 97477
Describe Work: DUPLEX
NEW
Contractor
Const.
Contractor #
Expires Phone
06/30/98 744-5389
12/14/97 746-9433
06/30/98 744-5389
09/30/97 686-0905
General: BRIAN LOUNSBURY 0100920
PO Box 672 Marcola OR 974540000
Plumbing: FRIDLUND 0051835
85370 Dilley Ln Eugene OR 974050000
Mechanical: BRIAN LOUNSBURY 0100920
PO Box 672 Marcola OR 974540000
Electrical: ROSE CORP 0054431
89976 Day Lane Eugene OR 974020000
QUAD AREA: 3RSC
# OF UNITS: 2
CONSTR. TYPE: VN
WATER HEATER: E
SQ FOOTAGE: 2290'
OFFICE USE --
LAND USE: 1120
ZONING CODE: MDR
# OF BDRMS: 6
RANGE: E
# OF BLDGS: 1
OCCY GROUP: R3
HEAT SOURCE: WH
INSUL PATH: P1
To request an inspection, call the 24 hour recording at 726-3769.
All inspections requested before 7:00 a.m. will be made the same working day,
inspections requested after 7:00 a.m. will be made the following work day.
REQUIRED INSPECTIONS
TEMPORARY POWER
FOOTING - After trenches are excavated.
FOUNDATION - After forms are erected but prior to concrete placement.
POST AND BEAM - Prior to floor insulation or decking.
UNDERFLOOR PLUMBING - Prior to insulation or decking.
SANITARY SEWER LINE ~ Prior to filling trench.
STORM SEWER LINE - Prior to filling trench.
WATER LINE - Prior to filling trench.
INSULATION - Floor; prior to decking Wall/Ceiling; Prior to cover
ROUGH MECHANICAL - Prior to cover.
ROUGH PLUMBING - Prior to cover.
ROUGH ELECTRICAL - Prior to cover.
ELECTRICAL SERVICE - Must be approved to obtain permanent power.
FRAMING - Prior to cover.
SHEAR WALL NAILING - Before covering sheathing with finish materials.
INSULATION - Floor; prior to decking Wall/Ceiling; Prior to cover
DRYWALL - Prior to taping.
CURB CUT - After forms are erected but prior to placement of concrete.
SIDEWALK - After excavation is complete, forms and sub-base material
in place.
FINAL PLUMBING - When all plumbing work is complete.
FINAL MECHANICAL - When all mechanical work is complete.
FINAL ELECTRICAL - When all electrical work is complete.
FINAL BUILDING' - When all required inspections have been approved and
the building is complete.
Job Number: 971187
Pag,e 2
Lot Faces: S
Setbk From NPL: 50
Lot Sq. Ft.: 6016
Solar Approved: Y
Total Height: 25
Lot Type: INTERIOR
House
Garage
N
34
Setbacks
S W
14
E
5
20
Item
Main
Garage
Total Value
BUILDING PERMIT ---
Square Feet x
1852
438
$/Square Feet
64.66
16.27
Value
119,750.00
7,126.00
126,876.00
Building Permit Fee
Surcharge/Admin
493.75
39.50
TOTAL FEE
(A)
533.25
PLUMBING PERMIT ---
Item
Residential Bath(s)
4
Fee
320.00
Plumbing Permit
Surcharge/Admin
320.00
25.60
TOTAL CHARGE
(C)
345.60
MECHANICAL PERMIT ---
Exhaust Hood
Vent Fan
Dryer Vent
4
9.00
12.00
6.00
Mechanical Permit
Issuance
Surcharge/Admin
27.00
10.00
2.16
TOTAL PERMIT
(D)
39.16
--- MISCELLANEOUS PERMITS ---
Surcharge/Admin
Sidewalk
Curb Cut
PLAN CHECK
ELECTRICAL PERMIT
WILLAMALANE S/D/C'S
CITY S/D/C'S
0.00
19.60
13.60
75.00
216.00
1,848.00
3,567.68
TOTAL MISCELLANEOUS PERMITS
(E)
5,739.88
(Excluding Electrical)
unless otherwise noted
TOTAL AMOUNT DUE
(A, B, C, D, and E combined)
6,657.89
--- BUILDING VALUE, PLAN CHECK AND BUILDING PERMIT ---
This permit is granted on the express condition that the said construction
shall, in all respects, conform to the Ordinance adopted by the City of
Springfield, including the Development Code, regulating the, construction and
use of buildings, and may be suspended or revoked at any time upon violation
of any provisions of said ordinances.
~L~
Job Number: 971187
Page 3
Received By:
Plans Reviewed By: BOB BARNHART Date: 08/20/97
Building Site Reviewed By: LISA HOPPER
--- ADDITIONAL COMMENTS ---
PATH 1, REQUIRES SECOND DRIVEWAY APPLILCATION SIGNED,
DRIVEWAY REQUIRED TO BE PAVED
2 STREET TREES REQUIRED
By signature, I state and agree, that I have carefully examined
the completed application and do hereby certify that all information hereon
is true and correct, and I further certify that any and all work performed
shall be done in accordance with the Ordinances of the City of Springfield,
and the Laws of the State of Oregon pertaining to the work described herein,
and that NO OCCUPANCY will be made of any structure without permission of the
Community Services Division, Building Safety. I further certify that only
contractors and employees who are in compliance with ORS 701.055 will be
used on this project.
I further agree to ensure that all required inspections are requested at the
proper time, that each address is readable from the street, that the permit
card is located at the front of the property, and the approved set of plans
will remain on the site at all times during construction.
~-L
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Date
VALIDATION
Date Paid:
()~Cf1't (,
s/k{lf~
t t f 7,g-f/J
~ df VJJ
Receipt Number:
Amount Received:
Received By:
)
. L
' . '
. SPRINGFIELD
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Page 1
ENGINEERING DIVISION DEVELOPMENT PLAN REVIEW
RESIDENTIAL IMPROVED STREET
Developer: BRIAN LOUNSBURY
Mail Address: PO BOX 1518 SPRINGFIELD, OREGON 97477
Tax Lot #: 1702323103104 Project Address: 4266
Subdivision: BAYWOOD Lot: 3 Blk: Eng.
Job No.: 971187
Phone #: 744-5389
ASTER ST 4268
Rev. No.: Book:
Street Gravel Ac Mat
4266 ASTER ST 4268
EXISTING IMPROVEMENTS
Curb Full Imp SW Width Curbside
Setback
Y
5 FEET
12:1 FLAIRS
Existing Curbcut: Y Width: Ft Flairs: Ft
Comments: REMOVE EXISTING CURB CUT AND REPLACE AS NEEDED
ENGINEERING REQUIREMENTS
Additional Right of Way: N
Improvement Agreement: N
Easements: N
SANITARY SEWER
CALL THE UTILITIES NOTIFICATION CENTER BEFORE YOU DIG 1-800-332-2344
Available: Y
Size of Line: '.8
Location From'N,
Make Connection:
Stubbed Out To Property Line: Y Depth: 4-6
In. Tee: 6 In.
S, E, W Property Line: AS SHOWN ON DRAWING OR AS-BUILT
PER PLUMBING CODE
Ft
STORM SEWER
Available: Y
Pipe Downspouts And Drains, To: CURBS & GUTTERS OR STORM SEWER
Pipe Parking Lot Drainage To: N/A
New Curbcut Appr.: Y
Sidewalk Permit: Y Width:
Curbcut Permit: Y Width:
SIDEWALK AND
STANDARD
5 Ft
24 Ft
DRIVEWAY INFORMATION
Width: 12 Ft Flairs: 6
Length: 64 Ft
Ft
Comments: DUPLEX - 2 12 FT DRIVEWAY REQD. 2ND DRIVEWAY PERMIT ATTACHED
ENCROACHMENT AND ASSESSMENT
Encroachment Permit Required: N
Sanitary Sewer In Lieu Of Assessment: N
SPECIAL NOTES AND REQUIREMENTS
All work within the public right of way shall be in conformance with the City
of Springfield st~ndard specifications for construction. All existing unused
curbcuts or portions thereof shall be restored to full curb height as directed
by the City. The owner/developer is responsible to relocate any utilities and
establish private or public easements when the utilities conflict with the
development, at their expense.
Reviewed By: DENNIS ERNST
Date: 08/07/97
SEE DRAWINGS ON SPECIAL REQUIREMENTS FOR FURTHER IMPORTANT INFORMATION
'.
...
.t\~ Willamalane t1f1I1Qr
"t\J Park & Recr:~:~:s:~:ElOPMENT CHA~:: No. '-'\" \ \ \ ()
, \ ~ _, _ WORKSHEET
NAME:,=h\CW\~dC\\\l\J_~, PHONE: f)1A'DQ~q
ADDRES;\'x>O ~ ~ \'6\<[( ~ STATE: ~P: Ql4ll
LOCATION OF PROPOSED BUILDING SITE: 1 ~~I
Street Address: ~\() ~~ W l J\~\JLe..--
- ~.' -, Tax Lot Number: \"{)aoa~\ D\3\Of
Plat Name:
l.
1. DEVELOPMENT TYPE (Check appropriate dwelling(s). SDC calculations and dwelling t
ype definitions are on the back.) ,
..
A. Sinale-Familv Detached
Single Family home
Manufactured home not in a park
NO. OF UNITS
X $1,000 per unit =
$
B. .sinale'~Familv M.acheq 1\
, NO. OF UNITS ex.
X $924 per unit =
$ J64~<<J
C. Multi-Familv Aoartment
NO. OF UNITS
X $692 per unit = $
D. Manufa.Q1ured Home Park.
NO. OF UNITS
WILLAMALANE SDC
X $699 per unit =
$
$
I ~4~ ~
()'
~4~ ,CO
2. SDC CREDIT (if applicable) SDC-payer must fumish proof of
Willamalane Credit approval. See SDC Credit Worksheet. $
3. TOTAL WILlAMALANE NET SDC ASSESSED
(if SDC reduced for Credit)
\~b}p~~~~enl
, City of Spnngfleld
$
I
/
/
Date
CITY OF
. JOB NO. . Cf 7 / I ~ 7
,'ATIACHMENT A
SPRINGFIELD SYSTEMS DEVELOPMENT CHARGE
WORKSHEET '
NAME OR COMPANY: B12.IAIJ LtJV/lY;bu~..,.. r.e>.V"STA.J,'
LOCATION;
. 1 2.. 6~ .. 8
At5 -rEa 6> T
DEVELOPMENT TYPE: :
DuPLEX'
BUILDING SIZE:
.LOT SIZE
SO. Ft.
1. STORM ORA I NAGE,
IMPERVIOUS SQ. FT. 2 0., ~
x $0.226 PER SO. FT. $ 4~f,+3
2. SANITARY SE~ER-CITY
NO. OF PFU' 53 2-
(See Reverse Side)
X $46.86 PER PFU
$ / 11- qq/ fi2-
3. ' TRANSPORTATION
,NO OF UNITS, X TRIP RATE X COST PER TRIP
z.
x. /, 0 I
X $472.49
$ Cf?4, 1-3
'J.
,
x
X $472.49
, .
$
X
X $472.49
$ ,
4. SANITARY SEWER-MWMC
DU. ,Du
NO. OF fEt:r'"S ,z ' X Z 77,7(, PER FEU + $10 MWMC/ ADM FEE $ Sr::5, ~2- ,
, '
,MWMC CREDIT IF APPLICABLE (SEE REVERSE) $ - 8", II
TOTAL -MWMC sac $ ,4 7't,4J
SUBTOTAL (ADD ITEMS 1.2.3 & 4) $ 3. '?:PI '"1. 7'
5. ADMINISTRATIVE FEES
BASE CHARGE (SUBTOTAL ABOVE) X .05
.../11
$ - )bQ,81
, Date:
. , SDC Coordinator
,. IA. vn~ un,u. \",I-U...\",UL.I-\ IIU'I'It I J-\ULL.. l'Jumoer or l\jew t"lxtures .II. Unit t:quivalent == Fixture Units
,.". (!\lOTE: For remodels, calculate or e NET additio~af fixtureS). ' ': ' , '
. , . . NUMBER OF UNIT FIXTURE' ~
FIXTURE TYPE , NEW FIXTURES EaUIV ALENT ,UNITS
Bathtu b.. ... .. . . . . .. . . . . . .. . . . " . . . . .. . . . . . . . . . . . . . . . . .. . . .. .. . . . . .. .. . . . . . . ..
Drinking. Fountain.....................................................
Floor Drain.. ...: ....... ............. ,....................... ....... ...,.....
Interceptors For Grease/OiI/SolidsiEtc.................
Interceptors For Sand/Auto WashiEtc..............,...
Laundry Tub/Clotli'eswasher... ~...............................
Clothes washer - 3 Or More......................................
, Mobile Home Park Trap (1 Per Trailer)............:.....
. Receptor For Refrigerator/Water Station/Etc...;....
Receptor For Commercial Sink/Dishwasher/Etc..
.Shower, Single Stall.....,.. ..;........ ~"..' .......... .....;~. .......
Shower, Gang.............,................................. ,........ ....
Sink: Bar, Commercial, Residential Kitchen........................
Urinal, StaIl/Wall..............:............... .......~. ........ .........
Wash BasiniLavatory, Single......................... ~....~...
. Toilet; Pubiic Installation..................:.....................
ToHet , Private.... ........;............................. ............. '
Miscellaneous:
Z-
2-
2
. 1 .
2
3
6
2
6
6
1
3
2
l/Head
2
2
1
6
4
4
4
'"2-
4-'
4-
4-
4-
[6
TOTAL FIXTURE UNITS
=
32-'
CREDIT CALCULATION TABLE: Based on assessed value. If improvements occurred after annexation date in table,
calculate credits separates.
, Year'
Annexed
~9 or bef~
1980
1981
,1982
1983"
1984
1985
1986
Rate per $1,000
Assessed Value
Year
Annexed
Rate per $1,000
,Assessed Value
$3.97
3.89
3.83
3.70
3:55
3.39
3.20
2.91
1987
1988
1989
1990
1991
1992
1993'
1994
1995
1996
$2.56
2.17
'1.73
1.31
0.92.
0.74
0.61
0.45,
0;31
'0.17
, ;
3.0/7' X $ 2/'~D
(Rate X Assessed Value) ,
X $
, '(Rate X A~sessed Value)
=
~~, I'
Credit for Parcel or Land Only'lf Applicable
Improvement (if after annexation date)
=
CREDIT TOTAL = $
lS~. II
RUNOFF COEFFICIENTS FOR STORM DRAINAGE
(For Estimating Purposes Only)
Residemial.:.;....................... 0.4
Commerical............... ........... 0.9,
Industria!............................ 05
Governmental...................... 0.5
IMPERVIOUS AREA, ~ TOTAL lOT SIZE X RUNOFF COEFFICIENT