HomeMy WebLinkAboutPermit Building 2008-8-20
-~~
Status
Issued
CITY OF ~t'Kll~\.JFIELD'
Building/Combination Permit
PERMIT NO: COM2008-01165
ISSUED: 08/20/2008
APPLIED. 08/06/2008
EXPIRES. 0212012009
VALUE: $ 184,89000
225 Fifth Street, Spnngfield, OR
541-726-3753 Phone
541-726-3676 Fax
541-726-3769Inspechon Lme
SITE ADDRESS 1839 S 57TH ST
ASSESSOR'S PARCEL NO 1802033210100
SPRINGFIETYPE OF WORK Smgle FamIly ReSIdence
TYPE OF USE New ReSldenhal
PROJECT DESCRIPTION Smgle FamIly ReSIdence, Lot 240 Jasper Meadows Same as 5748 Mmerdl Way
Owner HA YDEN HOMES LLC
Address 2464 SW GLACIER PL
REDMOND OR 97756
Phone Number 541-228-6935
I CONTRACTO~ INFORMA T10N I
Contractor Type
General
Electncal
MechaDlcal
Plumhmg
Contractor LIcense
HA YDEN ENTERPRISES ~ \0 92208
TOP NOTCH ELECTRIC INC U\Ie'& 'l0\)\\\\\'l~2366
PACIFIC AIR COMFORT~e~le~O(\se\\O .237
PLUMBING PLU,~~O~ b'l \"e..\eS e.~ o.'6~.Q~ ~2
~~~ . '-"hDiN'~it:~~H6N'
"~""tu'" ~ !U" ,,,". '''iiii-"
\O"O:cll':\ot\ ~<)\.()~~~. co~\oi."e ~:;I.;\\G'3.\\u',
~~~~~\t\~~1 b~'}~' 190~
~\(\~ We \"A~. ~'?jf~ Forced AIr Gas
cA'ltt\Oet \ot ~e~ll;r Type Gas
~ ce('i. Range Type
3 Energy Path
Sprmkled BUIld 109
Expiration Date
07/29/2009
0912812008
03/25/2010
05/1012009
Phone
541-228-1081
541-317-1998
541-672-95 I 0
541-926-3190
# of Umts
Pnmary Occupancy Group
Secondary Occupancy Group
Pnmary Construchon Type
Seconda'1 ConstructIOn Type
# of Bedrooms
Lot SIZe
Sq Ft 1st Floor 1,579
Sq Ft 2nd Floor
Sq Ft Basement
Sq Ft Gardge/Carport 400
Sq Ft Other
Occupant Load
No
Frontyard Setback
S,de I Setback
SIde 2 Setback
Rearydrd Setback
Solar Sethacks
REQUIRED PARKING
Overlay Dlst Total 2
# Street Trees Rqd 2 ~Ha~~ed
Paved Dnve Rqd Yes '1.'\\\)"\
% of Lot Coverage 37 60 ~ (\ W
~~~ ~ !;:j~
<f~ 1<t~ f<l. ~
I PUBLIC IMPROYEMENTS, ~~'!:~<(. ~~~<;>~~...
Fullv Improved ~\~-<;~",~~~~'Xe
Yes ~~ 'ilS <?~ ~\ll~~'::~rams
Storm water to curb & gutter ,\'0 ~~\:j &.~'\J \.~~
~\) ~~ ~ <;>'?'
,,10 ~ ,~
~
I DEVELOPMENTlNFORMATlON I
10 00
1290
660
1980
500
Street Improvements
Storm Sewer A vatlable
SpecIal InstructIOn
CurhSlde 7'
Curb and Gutter
Notes
Pal!e I of 4
-~~
Status
Issued
225 F,fth Street, Spnngfield, OR
541-726-3753 Phone
541-726-3676 Fax
541-726-3769 InspectIOn Lme
DescrIotlOn
Tvpe of Construcholl
A C - ReSlden
Dwelhn2s
Caral!e
AC - ReSldenhal
V Wood Frame
Caraee
Fee DescnptlOn
-Mech Iss 2+ Apphances-
+ 10% AdmmlStrahve Fee
+ 12% Stdte Surcharge
+ 5% Technology Fee
2 Baths One or Two FamIly
Addressmg ASSIgnment
Apphance Vent
Botler/Comp Up To 100,000 btu
Butldmg PermIt
Dryer Vent
Exhaust Hoods
FIre SF Fee - ReSldenhal
Furnace - up to 100,000 btu
Cas Outlets 1-4
Plan RevIew MaJor - Plannmg
Plan RevIew Resldenhal
ReSldellce WIrIng 1000 Sq Ft
ReSIdence WIrIng Ea Addtl 500
SaDltdry Sewer - Improvement
SaDlt.. y Sewer - ReImbursement
SDC MWMC AdmmlStratlOn
SDC MWMC Improvement
SDC MWMC Reimbursement
SDC SaDltary/Storm Admm
SDC Transpo ReImbursement
SDC TrdnsportatlOn Admm
Storm Dramage ImpervIOus Area
Storm Sewer Each AddtllOO'
Temp Power 200 amps or less
Vent Fan
Wlllamalane Smgle Family
Total Amount PaId
I Valuation Des~rlDtlon I
$ Per Sq Ft
or multIplier
$500
$10500
$28 00
Squdre Footage
or B,d Amount
1,579 00
1,57900
400 00
Totdl Value of ProJect
F'pp<. p~~
Amount P..d
$40 00
$16141
$18182
$8631
$280 00
$35 00
$700
$1400
$927 14
$700
$1000
$98 95
$1400
$500
$21100
$602 64
$11700
$42 00
$504 88
$663 96
$1000
$1,00917
$97 90
$15549
$201 54
$1499
$922 /9
$1600
$55 00
$2100
$2,5 I3 00
$9,025 39
Date PaId
8/20/08
8/20/08
8/20/08
8/20/08
8/20/08
8/20/08
8/20/08
8/20/08
8/20/08
8/20/08
8/20/08
8/20/08
8120/08
8120/08
8/20/08
8120/08
8/20/08
8/20/08
8/20/08
8120/08
8/20/08
8/20/08
8/20/08
8/20/08
8120/08
8/20/08
8120/08
8120108
8/20/08
8120/08
8120/08
Paee 2 of4
CITY OF SPRINGFIELD
Building/Combination Permit
PERMIT NO' COM2008-01165
ISSUED 08/20/2008
APPLIED: 08/06/2008
EXPIRES: 02/20/2009
VALUE $ 184,890.00
Value
Date Calculated
$7,89500
$165,79500
$11,20000
$184,890 00
08/06/2008
08/06/2008
08/06/2008
ReceIpt Nllmber
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
1200800000000000890
CITY OF ~rKm\.Jl'IELD.
Building/Combination Permit
Status
Issued
PERMIT NO
ISSUED'
APPLIED.
EXPIRES:
VALUE.
COM2008-01l65
08/20/2008
08/06/2008
02/20/2009
$ 184,890.00
225 FIfth Street, Springfield, OR
541-726-3753 Phone
541-726-3676 F dX
541-726-3769 InspectIOn Lme
Plan Reviews. ,
Plannml! Review
Pubhc Works Review
Structurdl Review
08/06/2008
08/06/2008
08/06/2008
08/0612008
08/06/2008
08/06/2008
APP
APP
APP
TAJ
LKW
DLM
Storm water to curb & gutter
See documents for Plan review
comments
To Request an mspectlOn call the 24 hour recordmg 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 followmg
work day.
I Rpnlllrpr! I~
EroslOn/Gradmg InspectIOn Prior to ground dIsturbance and after erosIOn measures are mstalled
S,dewalk - CurbSIde After forms are erected but pnor to placement of concrete
Curbcut - Standard After forms are erected but prIOr to placement of concrete
Ufer Electrical Ground Instdll ground rod at footmg and call for mspectlOn m conJunctlO1I wIth footmg and/or
foundatIOn mspectlOn
Footmg After trenches are excavated
FoundatIOn After forms are erected but prior to concrete placement
Post and Beam Prior to floor msulatlOn or deckmg
Floor Insulahon Prior to deckmg
Shear Wall Nalhng Before covermg sheathmg wIth fiDlsh materials
FramIng InspectIOn Pnor to cover .md dUer all rough m inspectIOns have been approved
W dll InsulatIOn Prior to cover
Ceiling Insulation Pnor to cover
Drywall Prior to tdpmg
Hold Downs Installed SpecIal InspectIOn performed prior to placement of concrete ProVIde report to CIty
Buddmg Inspector
Fmal Buddmg After all reqUIred mspectlOns have heen requested and approved and the bUlldmg IS complete
Underfloor Plumbmg Prior to msulatlOn or deckmg
Underfloor Dram Prior to cover or placement of concrete
Rough Plumbmg Prior to cover and mcludmg reqUIred testmg
Water Lme Prior to tilhng trench and mcludmg reqUIred testmg
SaDltary Sewer Lme Prior to tilling trench and mcludmg reqUIred teshng
Storm Sewer Lme Prior to tilhng trench
Pal!e 3 of 4
CITY OF SPRINGFIELD
Building/Combination Permit
Status
Issued
PERMIT NO: COM2008-01165
ISSUED: 08/20/2008
APPLIED: 08/06/2008
EXPIRES: 02/20/2009
VALUE: $ 184,89000
225 FIfth Street, Sprmgfield, OR
541-726-3753 Phone
541- 726-3676 Fax
541-726-3769 InspectIOn Lme
Fmal Plumhmg When all plumbmg work IS complete
Underlloor MechaDlcal Prior to msulahon or deckmg and mcludmg requIred testmg
Underlloor Gas After hne IS mstalled and reqUIred testmg and cdpped If not attached to an apphance
Rough Gas After hne IS mstalled and reqUIred testmg and capped If not attached to an apphance
Gas ServIce After hne IS mstalled and hne has been connected to a mlDlmum of one apphance mcludmg reqUIred
testmg Presure test done at thIS pomt
Rough MechaDlcal Prior to Cover
Fmal Gas When dll gas work IS complete
Fmal MechaDlcal When all mechaDlcal work IS complete
Tempordry ElectriC Approval reqUired prior to Uhhty Compdny energlzmg pole
ROllgh ElectriC Prior to Cover
ElectriC ServIce Approval reqUIred prior to uhhty company energIZIng servIce
Fmal ElectriC When all electrical work IS complete
By SIgnature, I state and agree, thdt I have carefully exammed the completed apphcahon and do hereby cerhfy that all
mformatlon hereon IS true and correct, and I further cerhfy that any and all work performed shall be done m dccordance wIth
the Ordmallces of the CIty of Sprmgfield and the Ldws of the Stdte of Oregon pertammg to the work deSCribed herem, and
that NO OCCUPANCY WIll be made of dny structure wIthout permIssIOn of the CommuDlty ServIces DIVISIon, Bulldmg Safety
I further certlf} that only contrdctors and employees who are m comphance wIth ORS 701 005 will he used on thIS proJect
I furthel dgree to ensure thdt dll reqUIred mspechons are requested dt the proper hme, thdt each address IS readable from the
street, that the permIt cdrd IS located at the front of the property, and the dpproved set of pldns will remam on the SIte at all
times dunng constructIOn
- /.,-//)./#/k
Owner or Contr;ctors S~gnatu;e C-
'j"-c9o- 08""
Date
Pal!e 4 of4
~ . - 1:2 1
": ~;;pT'C:OF SPRIN0FIELP, O~QQN
-" "" 4",.,.. ~_ _ :;:. '_ - ~ "" "" '. ~ i ~",~ '" JiI"
SPRINGPIELD ZON \ [LV) .
~ INITIALS~'\;@\ _
DATE p!-'Io-W
.::: 1ft SOURCE-~\ ~ f'--
225 FIFTH STREET. SPRINGFIELD, OR 97477 . PH (';41)726-37S3 . FAX (541)726-3689
ELECTRICAL P~1T ~LICATION
City Job Number l 'PJ- \ \ \rK..J
1 LOCATION OF INSTALLATION:
- ----------- -- '-~--_.
16.~ s f)'\~ 0i
LEGAL DESCRIPTION )
JEiPtl~?{). \n\()(
>OB ~""'u,~ ~ \q 11
~~:l~~ra~e~~~~f~k~
not started wlthm 180 days of ISsuance or If work IS
Suspended for 180 days
CIty
f3-evd
ExpIratIOn Date .2.r'Jn Of
SIgnature of Supervlsmg Electnclan
06/-iJ)!..A- ~/~.AnJ7 17.
- U - ~
Owners NaIi.>e~
Addre~ c9.'-4 \d\-
City II(Qr\ ,V\~
OWNER INSTALLATION
The mstallatlon IS bemg made on property I own which
IS not mtended for sale, lease or rent
Owners Signature
Inspection Request 726-3769
Date :8' 'tn-D'g'
3 'COMPLETE FEE SCHEDULE BELOW
A
New Resldentlal- Smgle or Multi-Family per d"elhng UDlL
- . dJ
ServIce Included t $ I 17 00 I ( 1 '
A $2] 00 L\1Jf)
1000 sq ft or less
Each addItIonal 500 sq ft or
portIOn thereof
Each Manufact'd Home or
Modular Dwelhng ServIce or
Feeder
9ver 600 Amps or 1000 Volts see "B" above
D I Branch CircUits \
----
TOTAL
$55 00
$ 7000
$ 83 00
$13800
$18000
$41300
$ 55 00
$ 55 00
$ 76 00
$1 JO 00
~~.cd
2 ,CONTRAITOR INSTALLATION ONLY B ServIces or Feeders - InstallatIOn, AlteratIons or RelocatIOn
t . __ .__ _ __.'_
ElectrIcal Contractor ~ I\lo*c~ ;=-Iec 200 Amps or less
201 Amps to 400 Amps
Address dO x--r; (' (J\/J C + 401 Amps{fl~Q(M.mps
~W~ W, WOO Amps
Phone ~~ 31.~{ett?\~~b~SNolts
\\~~ \,~,,-\11~~ ~~~~~ ~~~~{)~t n y
Supervisor LIcense Number ~~~l"~~ C"- ~ ~C~r: ,Temporary ServIces or Feeders
CC~~~~- ~ yto?'
ExpiratIOn Date ;)00 9 tJ;'\'l ,?II) ~ Installation, AlteratIon or RelocatIOn
200 Amps or less
Constr Contr Number /7;) 3bc:' 201 Amps to 400 Amps
40 I Amps to 600 Amps
New Alteration or ExtenSIOn Per Panel
One CIrCUIt
Each AddItIonal CIrCUIt or WIth 0
Service or Feeder PermIt '10\) ~ I $ 400
_ ~,e' ~ \)\\~~ _
~ \() Un i( E _ ~lIscellane~~~~c1Uded) -Each InstallatIOn
'1 vJ a I Ai . =... O,e~(l 0 '0'1 ~ ~\e'O t>'i' 9J'O ~e'O ~
Phone~ ,~.) ~~~o~~'Oel)~~O~<<,e'~n~e $5500
"~'~~~~~bQ\e'O~e\e\~~r~O(\ $ 55 00
,o\\~,\~~~\~CMlj\\'l ~~-. $ 28 00
~~~d~~~t~V' $5000
J1'6tiD~~'\'.ei'!liiilspect!~ Fee IS $50 00 + Surcharges
4 (~ebFABOVE 2/4 6-0
12% State Surcharge 2 :~ ~ 15
10% Admmlstratlve Fee 7:- i. ~ 0
5% Technology Fee / !> . ?o
22/.76
Shared Dnve(T )/Buddmg FormslElectncal Permit Apphcallon 1...()8 doc
$ 48 00
"
CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET
JOURNAL OR JOB NUMBER COM2008-01165
NAME OR COMPANY Havden Homes
LOCATION 1839 S 57th
r AX LOT NUMBER 1802033210 100
DEVELOPMENT TYPE Smgle Family Residence
NEW DWLLLlNG UNITS I BUILDING SIZE (SF 1979 LOT SIZE (SF)
I STORM DRAINAGE
5227
I~
10
I~
I~
,I-
if!
G
~
DIRECT RUNOFF TO CITY STORM SYSTEM
1 IMPERVIOUS SF, 1 COST PER S F CHARGE
1 258500 1 $0357 1 = 1 $92219 1
RUNOFF ROUTeD 1 0 DRYWELL DESIGNED AND CONSTRUCTED TO CITY S r ANDARDS
1 IMPERVIOUS S F I x I COST PER S Fix I DISCOUNT RATE I I
1 000 I I $0357 I I 50% ~ I
DISCOUNT
$000
ITEM I TOTAL - STORM DRAINAGE SDC
2 SANITARY Sr:WER - CITY
$922 t 9
$922 19
11070
A REIMBURSEMENT COST
I NUMBER OF DFU's I
24 I
B IMPROVEMENT COST
1 NUMBER OF DFU's I x
I 24 1
x
COST PER DFU
$27 67
$663 96
1091
COST PER DFU
$2104
$504 88
I
11092
I
ITEM 2 TOTAL - CITY SANITARY SEWER SDC
~ ,
$1,t6884
3 1 RANSPORTA nON
A REIMBURSEMENT COST
I ADT TRIP RATE I x I NUMBER OF UNITS I x I COST PER TRIP , INCW TRIP FACTORI
I 957 I 1 I 1 I 2106 I 100 , $201 54 11093
B IMPROVEMENT COST I
I ADT TRIP RATE I x 1 NUMBER OF UNITS 1 x I COST PER TRIP x INEWTRlPFACTORI
I 957 I I I I I $92 89 I 100 $000 11094
ITEM 3 TOTAL- TRANSPORTATION SDC = , $201 54 JI
4 SANITARV SEWER - MWMC l
A REIMBURSEMLNT COST
INUMBCR OF FEU's 1 x ICOST PER FEU
L I I I $97 90 = $97 90 1054
B IMPROVEMENT COST
INUMBER OF FEU's I x ICOST PER fEU
1 I I 1 $1,00917 = $1,00917 105)
MWMC CREDIT IF APPLICABLE (SEE REVERSE) $000 1054
MWMC ADMINISTRATIVE FEE $10 00 1056
ITEM 4 TOTAL - MWMC SANITARY SEWER SDC = , $1,11707
SUBTOTAL (ADD ITEMS I, 2, 3, & 4) ~ , $3,40964
5 ADMINISTRATIVE FEE
I SUBTOTAL x f ADM FEE RATE I~ CHARGE
1 $3,409 64 5% I $17048
TOTAL SANITARY ADMINISTRATION FEE 15549 [1079
TOTAL TRANSPORTATION ADMINISTRATION FEE $1499 1078
---- II
Kaye Wilson 8/6/2008 TOTAL SDC CHARGES =l $3,580 12
PREPARED BY DATE I
DRAINAGE FIXTURE UNIT (DFU) CALCULA nON TABLE
NUMBER OF NEW FIX11JRES x UNIT EQUIVALENT"" DRAINAGE FIXTIJRE UNITS II
(NOTE FOR REMODELS CALCULATE ONLY THE NET ADDITIONAL FlXTURES)
NO OF FlXTURLS DRAINAGE
UNIT FIXTURE
FIXTURE TYPE NEW OLD EOUIV ALENT UNITS
rBATHTUB 2 0 3 = 6
[DRINKING FOUNTAIN 0 0 1 = 0
[FLOOR DRAIN 0 0 3 = 0
[INTERCEPTORS FOR GREASE / OIL / SOLIDS / ETC 0 0 3 = 0
[INTERCEPTORS FOR SAND / AUTO WASH / ETC 0 0 6 = 0
[LAUNDRY TUB 0 0 2 = 0
[CLOTHESW ASHER / MOP SINK 1 0 3 = 3
ICLOTHESW ASHER - 3 OR MORE (EA) 0 0 6 = 0
MOBILE HOME PARK TRAP (I PER I RAILER) 0 0 12 0
[RECEPTOR FOR REFRlG / WATER STATION i ETC 0 0 1 = 0
[RECEPTOR FOR COM SINK / DISHWASHER / ETC 1 0 3 = 3
[SHOWER SINGLE STALL 0 0 2 = 0
SHOWER GANG (NUMBER OF HEADSl. 0 0 2 = 0
SINK COMMERCIAURESIDENTlAL KITCHEN 1 0 3 = 3
SINK COMMERCIAL BAR 0 0 2 = 0
SINK WASH BASlNillOUBLE LAVATORY 1 0 2 = 2
[SINK SINGLE LAVATORYIRESIDENTIAL BAR 1 0 1 = 1
\URINAL, STALL / WALL 0 0 5 = 0
TOILCT, PUBLIC INST ALLA TION 0 0 6 = 0
lTOILEr, PRIVAfb INS lALLATION 2 0 3 = 6
MISCELLANEOUS DFU TYPE NUMBER OF EDU'S
20 = 0
TOTAL DRAINAGE FIXTURE UNITS 24
~.I:.DU (EqUivalent Dwelling; Umt) IS a dlSChar~ eqUivalent to a single family dwel~20 DFU's) set at 167 gallons per day
MWMC CREDIT CALCULA nON TABLE BASED ON COUNTY ASSESSED VALUE
'I ..----- CREDIT RATE/$\,OOO II 1
YEAR
ANNEXED ASSESSED VALUE IS LAND ELGIBLE FOR ANNEXATION CREDIT" 2
I BEFORE 1979 $529 (Enter I for Yes, 2 for No) ,I
[ 1979 $529 IS IMPROVEMENT ELGIBLE FOR ANNEX CREDIT" 2
[ 1980 $519 (Enter I for Yes, 2 for No) I
[ 1981 $512 BASE YEAR 2005
[ 1982 $498 I
I ]983 $480 CREDIT FOR LAND (IF APPLICABLE) I
I 1984 $463 VALUE /1000 CREDIT RATE
I 1985 $440 $000 x $000 ~, $000 I
I 1986 $4 07 I
[ 1987 $367 CREDIT fOR IMPROVEMENT (IF AFTER ANNEXATION)
I 1988 $322 VALUE /1000 CREDIT RATE I
[ 1989 $273 $000 x $000 0 [
I 1990 $225 I
I 1991 $180
I 1992 $159 TOTAL MWMC CREDIT = $000 I
[ 1993 $145
[ 1994 $125
I 1995 $109
I 1996 $092
I 1997 $072
1998 $048
[ 1999 $028
I 2000 $009
I 2001 $005
CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET
JOURNAL OR JOB NUMBER COM2oo8-01l65
NAME OR COMPANY Hayden Homes
LOCATION 1839 S 57th
TAX LO I NUMBER 1802033210 100
DEVELOPMENT TYPE Smgle family ReSidence
NEW DWELLING UNITS I BUILDING SIZE (SF 1979 LOT SIZE (SF)
1 STORM DRAINAGE
DIRECT RUNOFf 1 0 CITY STORM SYS I EM
I IMPLR VIOUS SF, 1 COS r PER S F CHARGE
I 2585 DO I $0 357 I ~ I $922 19 I
RUNOfr ROUTED 10 DRYWI:LL DESIGNED AND CONSTRUC rED TO CI I Y STANDARDS
I IMPERVIOUS S F I, COST PER S F I, I DISCOUNT RATE I I DISCOUNT
1 0 DO I $0357 I I 50% I ~ I $000
ITEM f TOTAL-STORM DRAINAGESDC I $92219
2 SANII ARY Sr.WI~R - f:ITY
A REIMBURSEMENT COST
I NUMBE~40F DFU's I
B IMPROVEMENT COST
I NUMBER OF DFU's I
I 24
~[
lu..l
,1-0
16
~
5227
$922 t9
1070
,
COST PER DFU
$27 67
1091
$663 96
,
COST PER DFU
$2104
$504 88
11092
I
3 1 RANSP()Rl A liON
ITEM 2 TOTAL - CITY SANITARY SEWER SDC
~ ,
$1,16884
A REIMBURSEMI:NTCOST
I ADrTRIPRATE I ,
I 957 I
B IMPROVEMENT COST
I ADT TRJP RATE I
I 957 I
I NUMBER OF UNI1S I , I
I I I
, INEW TRIP FACTOR I
I I DO I
COST PER TRJP
2106
$20 I 54 I 1093
I
$888 98 I 1094
J
,
I NUMBER OF UNITS I x I
I 1 I
= ,
COST PER TRJP
$92 89
$1,09052
x INEW TRIP FACTORI
I 100 I ~ ,
4 SANITARY SEWER - MWMC
ITEM 3 TOTAL - TRANSPORT A nON SDC
A REIMBURSEMENT COST
/NUMBER OF FEU's I x
I I I
B IMPROVEMENT COST
INUMBER OF FEU's I x
I 1 I
ICOST PER FEU
I $97 90
$97 90
1054
=
ICOST PER FEU
I $1,00917
= $1.00917 11055
$000 I 1054
$1000 ,1056
~ I $1,11707 I
~I $4,298 62 I
I~ CHARGE
I $21493
14126 1079
,
$73 67 11078
TOTAL SDC CHARGES =1 $4,513 55
MWMC CREDIT IF APPLICABLE (SEE REVERSE)
MWMC ADMINISTRATNE fEE
ITEM 4 TOTAL - MWMC SANITARY SEWER SDC
5 ADMINISTRATIVE FEE
SUBTOTAL (ADD I rEMS 1,2,3, & 4)
I SUBTOTAL x I ADM FEE RATE
$4,298 62 I 5%
TOTAL SANITARY ADMJNISTRATION FEE
TOTAL TRANSPORTATION ADMINISTRATION FEE
Kaye Wilson
PREPARED BY
8/6/2008
DATE
DRAINAGE FIXTURE UNIT (DFU) CALCULATION TABLE
NUMBER OF NEW FIXTURES x UNIT EQUlV AU.N1 - DRAINAGE FIXTIJRl:: UNITS I
(NOTE FOR REMODELS CALCULA 11: ONLY THE NET ADDITIONAL FIXTURES)
NO OF HXTURl-.S DRAINAGE
UNIT FIXTURE
FIXTURE TYPE NEW OLD EQUIV ALENT UNITS
IBAfHTUB 2 0 3 = 6
IDRINKING FOUNTAIN 0 0 1 = 0
IFLOOR DRAIN 0 0 3 = 0
IIN I bRCLProRS ~OR GREA~b / OIL / SOLIDS / ~lC 0 0 3 = 0
IINTERCbPTORS FOR SAND / AUTO WASH / ETC 0 0 6 = 0
[LAUNDRY TUB 0 0 2 = 0
ICLOTHrSWASfIJ:R / MOP SINK 1 0 3 = 3
ICLOTll~SWASII~R - 3 OR MORE (EA) 0 0 6 = 0
IMOBILI HOME PARK TRAP (I PbR TRAil I R) 0 0 12 = 0
I RECEPTOR FOR REFRlG / WATER STATION / ETC 0 0 1 = 0
[RECEP roR FOR COM SINK / DISHWASHER / ETC 1 0 3 = 3
[SHOWFR, SINGLE STALL 0 0 2 = 0
SHOWER, GANG (NUMBER OF HEADSt 0 0 2 = 0 [
SINK COMMERClAURESIDENTlAL KITCHEN 1 0 3 = 3 [
SINK COMMERCIAL BAR 0 0 2 = 0 I
SINK WASH BASIN/DOUBLE LAVATORY 1 0 2 = 2 I
SINK SINGLE LAVATORY/RESIDENTIAL BAR 1 0 1 = 1 [
URINAl. STALL / WALL 0 0 5 = 0 I
TOILET. PUIlLlC INSTALLATION 0 0 6 = 0 :1
roILL!. PRIVAI~ INSTALLAIION 2 0 3 = 6
MISCELLANEOUS DFU TYPE NUMBER OF ~,DlfS
20 = 0
TOTAL DRAINAGE FIXTURE UNITS 24
_.EDU (EqUivalent Dwelhn~ VOlt) IS a dJc;char~e eQuivalent to a smnle family dwelhna- urut (20 DFU's) !oct at 1671!llllons per day ,
MWMC CREDIT CALCULATION TABLE BASED ON COUNTY ASSESSED VALUE
r--- YEAR-
I ANNEXED
BEFORE 1979
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
1994
1995
1996
1997
1998
1999
2000
2001
CREDIT RATE/$I,OOO
ASSESSED VALUE
$529
$529
$519
$512
$498
$4 80
$463
$440
$407
$367
$322
$273
$225
$180
$159
$145
$125
$109
$092
$072
$048
$028
$009
$005
1
IS LAND ELGIBLE FOR ANNEXATION CREDIT?
(bnler I for Yes. 2 for No)
IS IMPROVEMENT ELGIBLE FOR ANNEX CREDIT?
(bnter I for Yes 2 for No)
BASE YEAR
2
2
2005
CREDIT FOR LAND (IF APPLICABLE)
VALUE /1000 CREDIT RATE
$000 x $000
~ ,
$000
CREDIT FOR IMPROVEMENT (IF AFTER ANNEXATION)
V ALOE /1000 CREDIT RATE
$000 x $000
o
TorAL MWMC CREDIT
$000
225 FIfth Street
Sprmgfield, Oregon 97477
541-726-3759 Phone
8~~!.I~~~S:LO, "I',
~,
...... -
-~- - _.
CIty of Sprmgfield OffiCIal ReceIpt
Development ServIces Department
PublIc Works Department
Job/Journal Number
COM2008-01165
COM2008-0 1165
COM2008-0 1165
COM2008-0 1165
COM2008-0 1165
COM2008-01165
COM2008-0 1165
COM2008-0 1165
COM2008-01l65
COM2008-0 1165
COM2008-0 1165
COM2008-0 1165
COM2008-0 1165
COM2008-01165
COM2008-0 1165
COM2008-0 1165
COM2008-0 1165
COM2008-0 1165
COM2008-0l165
COM2008-01l65
COM2008-01165
COM2008-0 1165
COM2008-0 1165
COM2008-0 1165
COM2008-0 1165
COM2008-0 1165
COM2008-0 1165
COM2008-0 1165
COM2008-0 1165
COM2008-0 1165
COM2008-01165
LDP2008-00 I 04
LDP2008-00 104
Payments
Type of Payment
Cred IlCard
cRecemll
RECEIPT #.
1200800000000000890
Date' 08/20/2008
Description
Plan Review MaJor - Plannmg
Stonn Dramage ImpervIOus Area
Samtary Sewer - Reimbursement
Samtary Sewer - Improvement
SDC Transpo Reimbursement
SDC MWMC Reimbursement
SDC MWMC Improvement
SDC MWMC AdmmlStratlOn
Plan Review ReSidentIal
Buildmg Penn It
Addressmg Assignment
Willamalane Smgle Family
2 Baths One or Two Family
Stonn Sewer Each Addtl 100'
Furnace - up to 100,000 btll
BOller/Comp Up To 100,000 btu
Vent Fan
Appliance Vent
Exhaust Hoods
Dryer Vent
Gas Outlets 1-4
-Mech Iss 2+ Appliances-
Residence WIrIng 1000 Sq Ft
Residence WIrIng Ea Addtl 500
Temp Power 200 amps or less
Fire SF Fee - ResidentIal
+ 12% State Surcharge
+ 10% AdmmlStrallve Fee
+ 5% Technology Fee
SDC Samtary/Stonn Admm
SDC TransportatIOn Admm
LDAP Short ronn
+ 5% Technology Fee
Paid By
HA YDEN HOMES
Item Total
{;heck Number AuthOrizatIOn
Received By Batch Number Number How Received
dJb
023646 In Person
Pdyment Total
Page I of I
I 55 43PM
Amount Due
21100
92219
663 96
504 88
20154
9790
1,00917
10 00
602 64
92714
3500
2,51300
28000
1600
1400
1400
2100
700
1000
700
500
4000
11700
4200
5500
9895
181 82
16141
8631
15549
1499
450 00
2250
$9,49789
Amount Paid
$9,497 89
$9,497 89
8/2012008
vUII.L.U:.lVVU '.VJnm
.I1V. LV J I I. I. II I J
e~
y
l"nginl"l"ring
, K & A Engineering, Ine,
3327 Roanoke Ave., Eugene, OR 97408
, (541) 684-9399 Voice
(541) 684-9358 FAX
/
Hayden Enterprises, Inc,
2464 SW Glacier Drive #110
Redmond, OR 97756
. , ,. 0 /I b)
'~!J{/D .
Project: 151.06
. June 26, 2008
LffM.
Subject:
Jasper Meadows subdivision--Lot 240 L r_
1if'I :?lr",er,
Springfield, OR ,f/zJ/ 5 57
Foundation Soils ItP ./ .
PURPOSE AND SCOPE
At your request, K & A Engineering, Inc, has completed a geotechnical investigation of the existing soils on the
subject property. Our understanding is that a wood-framed single-family residence supported by a cast-in-
place concrete spread footing foundation is proposed for construction on this site.
The purpose of our investigation was to determine the suitability of the soils for construction of the proposed
structure, and provide recommendations for construction 01 the foundation, The scope of our services is limited
to general suitability with respect to bearing capacity and expansive soils.
FOUNDATION PAD PREPARATION
The project site is located on a residential lot in the Jasper Meadows subdivision on the west side of South 57"
Street. The lot is mostly level and there are no apparent slope movement hazards. The original ground surface
is low lying and is poorly drained.
Based on the foundation pad excavation, native soils consist of approximately 8to 16-inches of dark
brown/black, moist, moderately stiff, organic sill. over gray/orange, wet, moderately stiff, plastic clay mixed
with decomposed sandstone,
Foundation preparation involved constructing a level foundation pad on a subgrade consisting of native
undisturbed soils. This required excavating and removing approximately 8 to 16.inches of dark brown organic
. silt from the foundation pad area., After theexcavatiori and removal of the unsuijable soils, approximately 1.5 to
2,5'feet of %-inch'minus dense graded crushed aggregate was placed, graded, arid compacted on the
foundation pad. This served to provide a uniform surtace for footing construction at the desired elevation, The
fill materials were placed and then' compacted using a vibratory steel drum roller.
. We tested thein-place density of the %-inch minus dense graded crushed aggregate fill and have determined
that the average dry density exceeds 95-percent of maximum as determined by ASTM D698, The field test
results are attached to this report,
v~11. LV. .LVVO ':'VJMm
I~V, LUJI I. IL/IJ
K & A Engineering, Inc.
SUMMARY AND RECOMMENDATIONS
The project.site, as prepared, is suitable to support the proposed foundations. We recommend a design
allowable bearing capacity of 2,OOO-pounds per square foot.
. ,
The soils present a moderate shrink/swell hazard. Foundation loads should bear on undisturbed native silts a
minimum depth of 36-inches below final grade around the perimeter foundation: The prepared foundation pad
meets these recommendations. .
Final grading around the foundation pad should raise the grade above the foundation using native or imported
silts and should slope away from the foundation,
We recommend approval of the foundation pad, as constructed, bV the building official,
Thank you for the opportunity to be of selVice. Please call us if you have questions or need further assistance.
Respectfully,
Steve Schultz, E.LT.
K & A Engineering, Inc.
EXPIRES
Client: Hayden Enterprises Jasper Meadows-LoI240, Springfield, OR
Project: 151,06
Page 2 of 2
June 26, 2008
JUII,.LU. LVVU '.VJnlll
I'V, LV.J I ,I, I.JI I.J
. Density'of Soli and Soil-Aggregates In-Place
ASTM D2922 and D3017 .
Project: 151.06
SUe Address: Jasper Meadows--Lof 240
Permn No:
Date: 6/25/2008
Density Test Tvpe ': DT-6
Operalor: SS
Material Type: 3/4" (-) from Springfield Quarry
I. Maximum Dry Denstty, pcl 128,0
I Standardization and Reference Check "'. Density
- IStandard Deviationsl,IS.D,) 0.27
I'" Moisture, II
(S.D:) .
0.6
Moist Dry
Density, Density, Water Compaction,
Test No. pct pel Content, % %
1 133.9 129,9 3.1 101.5%
2 134,7 131.4 2.5 102,7%
3 137.5 131.2 4.8 102,5%
I
I
I
!
!
Remarks
J
i
i
. I
. ,
1 Direct Transmission (DT) (specify deplh, in.) or Air Gap Backscatter (AGB) (specrtiy(T)ouchable Dr (U)ntouchable
mode . I
'1
I
Average:
Std, Dev.:
I
I
1
I
1
I
I
I
102,2%
0.65%
Test performed using Seaman NuClear Corp model C.300, SN 21113
Client Hayden Enterprises, Inc.
Project 151.06
K & A Englneering,lnc.
6/26/2008