HomeMy WebLinkAbout1221 Campbell Ave - BuildingW A S H I N G T O N U S A
Public Works Utilities Department
February 3, 2009
Bank of Amenca
Attn. Trina Cook
134 West 8t Street
Port Angeles, WA 98362
Re Assignment of Savings Habitat for Humanity of Clallam County
Public Works and Utilities has determined that Habitat for Humanity of Clallam County has
completed the required dnveway and parking pavement improvements in accordance with
PAC 14 40
N
The assignment of savings under Account 22043326 in the amount of $13,000 00 copy
attached) may be released to Habitat of Humanity of Clallam County
44 OP
mss
Step en S.trr, P.E.
City Engineer
File: Habitat for Humanity
cc: Habitat for Humaity of Clallam County
DCD
Phone 360 -417 4805 Fax 360- 417 -4542
Website www cityofpa us Email publicworks @cityofpa us
.3 2 1 Ea Fifth Street P 0 Box 1150 Port Angeles WA 98362 -0217
AECEOWEI
FEB 132009
CITY OF PORT ANGELES
Dept. of Community Development
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BUILDING DIVISION
CITY OF PORT ANGELES
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Correction Notice
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Inspection of your work revealed that the following is
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CITY OF PORT ANGELES
PUBLIC WORKS - ELECTRICAL DIVISION
:UI EAST 5TH STREET. PORT ANGELES. WA 98362
'"
Application Number
Application pin number
Property Address
ASSESSOR PARCEL NUMBER:
Tenant nbr, name
Application type description
Subdivision Name
Property Use
Property zoning . . .
Application valuation
06-00000305 Date
262725
1221 CAMPBELL AVE
06-30-14-5-3-0346-0000-
HABITAT FOR HUMANITY
RES NEW SFR
6/02/06
RESIDENTIAL HIGH DENSITY
49500
Owner
Contractor
DUNGENESS VALLEY HABITAT HMTY
PO BOX 1957
SEQUIM WA 983821957
OWNER
Other struct info .
TOTAL % LOT COVERAGE
NUMBER OF STORIES
LOT SIZE
TOTAL LOT COVERAGE
NUMBER OF UNITS
6.29
2.00
14400.00
906.00
1. 00
permi t . . . . .
Additional desc .
Permit pin number
Permit Fee
Issue Date
Expiration Date
ELECTRICAL
HHCC/ 1245
76653
73.00
5/25/06
11/21/06
NEW RESIDENTIAL
SQFT SFR
Plan Check Fee
Valuation
.00
o
Qty
1. 00
Unit Charge Per
73.0000 ECH EL-R-SQFT FIRST 1300
Extension
73.00
Special Notes and Comments
Address numbers shall be plainly visible from the street.
Address numbers shall be a minimum of six inches high and be
of contrasting color from the background.
04/05/2006 12:08 PM SROBERDS -- The proposal is part of
a 4-unit sfr cluster development in the RHD for a total of
9% lot coverage. No setback or land use issues are
apparent.
Electrical load calculations and elctrical permits are
required.
A cost estimate has been sent to Habitat for Humanity for
u/g power estension. Connection fee of $713.00.
04/04/2006 10:40' AM GMCLAIN ----------------------------
Sanitary sewer connection inspection is required by
Public Works prior to back fill of ditch. 24 hour advance
notice is required.
Ditches & 12" c~lverts will be installed to City Stanards.
See Public works Engineering for Standards.
Construct driveway and Sidewalks to City Standards.
No concrete with exposed aggregate allowed in the City
road right of way. An inspection by Public Works
Engineering is required prior to prouring concrete.
~
~
,--
o
;
~
o.
e-
~
%"
Other Fees
RES UNDERGRND SERVICE FEE
SEWER SYSTEM DELV CHARGE
STATE SURCHARGE
713.00
870.00
4.50
COMMENTS/ACTION NEEDED
ELECfRlCAL PERMIT INSPECfION RECORD
"
CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER,
INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE DATE ACCEPTED COMMENTS
I YES I NO
Ulll,;l1
WI IIlliH_IN / COVER
~hK V ll,;b
FINAl //7/t>f3 I~ I
. .
GENERAL COMMENTS:
PW.lI02.J' (4'96) .
'.
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CITY OF PORT ANGELES
PUBLIC WORKS - ELECTRICAL DIVISION
.l21 EAST 5TH STREET. PORT ANGELES. WA 98362
'"
Application Number . . . . . 06-00000305
Application pin number -. . . 262725
Page 2
Date 6/02/06
Other Fees
PW WATER SYSTEM USE FEE
1200.00
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 73.00 73.00 .00 .00
Plan Check Total .00 .00 .00 .00
Other Fee Total 2787.50 2787.50 .00 .00
Grand Total 2860.50 2860.50 .00 .00
COMMENTS/ACTION NEEDED
ELECTRICAL PERMIT INSPECTION RECORD
...
CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. rr IS UNU WFUL TO COVER,
INSULA TE OR CONCEAL ANY WORK BEFORE rr IS INSPECTED AND ACCEPTED.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE
DATE
COMMENTS
NO
GENERAL COMMENTS:
PW-II02.1' (4'961
. I
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CITY OF PORT ANGELES Construe I . ...~ ---
-
The 135118Rce of this oermit based upon these plans. specifi. I.'I.~ ..-
cations and other data shall not prevent till: builditig glf-ici.\
from thereafter requiring the correction of errors in said .
plans. speCIficationS alld otRer data, or from preventing
building operations being carried on thereunder when 10
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CITY OF PORT ANGELES
PUBLIC WORKS - UTILITIES DNISION
321 EA'STSIliSTREET, PORT ANGELES, WA 98362
Application Number
Application pin number
Property Address
ASSESSOR PARCEL NUMBER:
Tenant nbr, name
Application type description
Subdivision Name
Property Use
Property Zoning . . .
Application valuation
06-00000305 Date
262725
1221 CAMPBELL AVE
06-30-14-5-3-0346-0000-
HABITAT FOR HUMANITY
RES NEW SFR
5/01/06
RESIDENTIAL HIGH DENSITY
49500
Owner
Contractor
DUNGENESS VALLEY HABITAT HMTY
PO BOX 1957
SEQUIM WA 983821957
OWNER
Other struct info .
TOTAL % LOT COVERAGE
NUMBER OF STORIES
LOT SIZE
TOTAL LOT COVERAGE
NUMBER OF UNITS
6.29
2.00
14400.00
906.00
1. 00
Permit . . . . .
Additional desc .
Permit pin number
Permit Fee
Issue Date
Expiration Date
PUBLIC WORKS RES WATER SERV
74674
715.00
Plan Check Fee
Valuation
.00
49500
10/28/06
Qty Unit Charge Per
1.00 715.0000 EA PW W/M 1" SERV 5/8" METER
Extension
715.00
Permit . . . . .
Additional desc .
Permit pin number
permi t Fee
Issue Date
Expiration Date
RIGHT OF WAY
74666
50.00
Plan Check Fee
Valuation
.00
49500
10/28/06
Qty Unit Charge Per
1.00 50.0000 ECH RIGHT OF WAY PERMIT
Extension
50.00
permi t . . . . .
Additional desc .
Permit pin number
Permit Fee
Issue Date
Expiration Date
SANITARY SEWER HOOK UP
74682
110.00
Plan Check Fee
Valuation
.00
49500
10/28/06
Qty Unit Charge Per
1.00 110.0000 EA SAN SEWER HOOKUP
Extension
110.00
Special Notes and Comments
Address numbers shall be plainly.visible from the street.
Address numbers shall be a minimum of six inches high and be
of contrasting color from the background.
04/05/2006 12:08 PM SROBERDS -- The proposal is part of
a 4-unit sfr cluster development in the RHO for a total of
Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes
null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned
for a period of 180 days after the work as commenced, or if required Inspections have not been requested within 180 days from the last
inspection. I hereby certify that I have read and examined this application and know the same to be true and .correct. All provisions of
laws and ordinances goveming this type of work will be complied with whether specified herein or not. The granting of a permit does not
presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the pelformance of
~~
-s-- /-O{
Signature of Contractor or Authorized Agent
Date
Signature of Owner (if owner is builder)
Date
T:\Policies\1102.ISR [1I0S)
PERMIT INSPECTION RECORD
..
CALL 417-4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER,
INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE DATE ACCEPTED COMMENTS
I YES I NO
PW UTILITIES (Engineering Division)
WATERLINE I METER
SEWER CONNEcnON
SANITARY
STORM
SITE DRAINAGE
SITE EROSION CONTROL
PARKING
SIDEWALK
CURB &. GUTIER
DRJVEW A Y APPROACH T
BACK.FLOW DEVICE I I
I I
I
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE
RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED
YES NO
CONSTRUcnON R. W.I PWI CONSTRUcnON - R. W.
ENGINEERING 417-4807 PW I ENGINEERING
FIRE 417-4653 FIRE DEPT.
PLANNING DEPT. 417-4750 PLANNING DEPT.
BUILDING 417-4815 BUILDING
T:\Polic:ies\1102.15R (1105]
~
'9
~ 'g-
~~
CITY OF PORT ANGELES
PUBLIC WORKS - UTILITIES DNISION
321 EASTS1B'S1REET, PORT ANGELES, WA 98362
Application Number . . . . . 06-00000305
Application pin number 262725
Page
Date
2
5/01/06
Special Notes and Comments
9% lot coverage. No setback or land use issues are
apparent.
Electrical load calculations andelctrical permits are
required.
A cost estimate has been sent to Habitat for Humanity for
u/g power estension. Connection fee of $713.00.
04/04/2006 10:40 AM GMCLAIN -------------------~--------
Sanitary sewer connection inspection is required by
Public Works prior to back fill of ditch. 24 hour advance
notice is required. .
Ditches & 12" culverts will be installed to City Stanards.
See Public Works Engineering for Standards.
Construct driveway and Sidewalks to City Standards.
No concrete with exposed aggregate allowed in the City
road right of way. An inspection by Public Works
Engineering is required prior to prouring concrete.
Other Fees
SEWER SYSTEM DELV CHARGE
STATE SURCHARGE
PW WATER SYSTEM USE FEE
870.00
4.50
1200.00
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 875.00 875.00 .00 .00
Plan Check Total .00 .00 ..00 .00
Other Fee Total 2074.50 2074.50 .00 .00
Grand Total 2949.50 2949.50 .00 .00
Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes
null and void if work or construction authorized is not commenced within 180 days, if construction or work Is suspended or abandoned
for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last
inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of
laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not
presume to give authority to violate or cancel the provisions of any state or local law regulating <:onstruction or the performance of
<:onstruction.
Signature of Contractor or Authorized Agent
Date
Signature of Owner (if owner is builder) .
Date
T:\Polities\1102.ISR [1105]
,.
PERMIT INSPECTION RECORD
'"
CALL 417-4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER,
INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE DATE ACCEPTED COMMENTS
I YES NO
PW UTILITIES (Engineering Division)
WATERLINE I METER
SEWER CONNECJ10N
SANITARY
STORM
SITE DRAINAGE
SITE EROSION CONTROL
PARKING
SIDEWALK
CURB &. GUTTER
DRIVEWAY APPROACH
BACK-FLOW DEVICE I
I I
I I
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE
RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED
YES NO
CONSTRUCJ10N R. W.I PWI CONSTRUCTION - R. W.
ENGINEERING 417-4807 PW I ENGINEERING
FIRE 417-46S3 FIRE DEPT. -
PLANNING DEPT. 417-47S0 PLANNING DEPT.
BUILDING 417-48IS BUILDING -
T:\Policies\11 02.1 SR [IIOS]
J "(i /,of~r~
'~,.~
L~
~
~~
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, W A 98362
Application Number
Application pin number
Property Address
ASSESSOR PARCEL NUMBER:
Tenant nbr, name
Application type description
Subdivision Name
Property Use
Property Zoning , , ,
Application valuation
06-00000305 Date
262725
1221 CAMPBELL AVE
06-30-14-5-3-0346-0000-
HABITAT FOR HUMANITY
RES NEW SFR
RESIDENTIAL HIGH DENSITY
49500
Owner
Contractor
DUNGENESS'VALLEY HABITAT HMTY
PO BOX 1957
SEQUIM WA 983821957
OWNER
Other struct info .
TOTAL % LOT COVERAGE
NUMBER OF STORIES
LOT SIZE
TOTAL LOT COVERAGE
NUMBER OF UNITS
permi t . . . . ,
Additional desc ,
Permit pin number
Permit Fee
Issue Date
Expiration Date
BUILDING PERMIT -RESIDENTIAL
75804
670.25
Plan Check Fee
Valuation
10/28/06
Qty Unit Charge Per
BASE FEE
25.00 10.1000 THOU BL-25,001-50K (10.10 PER K)
Permit . . . . .
Additional desc .
Permit pin number
Permit Fee
Issue Date
Expiration Date
MECHANICAL PERMIT
75812
86.25 Plan Check Fee
Valuation
10/28/06
Qty Unit Charge Per
BASE FEE
5.00 7.2500 ECH ME-VENT FAN
Permit . . . . .
Additional desc .
Permit pin number
Permit Fee
Issue Date
Expiration Date
PLUMBING PERMIT
75820
142.00
Plan Check Fee
Valuation
10/28/06
Qty Unit Charge Per
BASE FEE
9.00 7.0000 ECH PL- EA. FIXTURE ON ONE TRAP
1. 00 7.0000 ECH PL- EA. INSTALL WATER PIPE
1. 00 15.0000 ECH PL- EA. BLDG SEWER
1. 00 7.0000 ECH PL- EA. WATER HEATER
Special Notes and Comments
5/01/06
6.29
2.00
14400.00
906.00
1. 00
268.10
49500
+c/
Extension
417.75
252.50
.00
o
~q~
1_;, 0/
(),
OJ2
Extension
50.00
36.25
.00
o
Extension
50.00
63.00
7.00
15.00
7.00
Q QU~.. ~~.~ .~ SEP LLUIU. 1..1l~ES~;A':.Lt:s ,h.I," .
Separate Permits are required .or electrical wo. ". A, Shoreline, , utlltles, pnvate and public improvements. This permit becomes
null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned
for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last
inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of
laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not
presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of
~~
~ S"'-GJ-oL
Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date
T:\Policies\1102_15 building permit inspection record05.wpd [1/412005]
BUILDING PERMIT INSPECTION RECORD
,...
or
CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS.
CALL 417-4807 FOR PUBLIC WORKS UTILITIES
PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE
INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCA nON.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE.
INSPECTION TYPE DATE ACCEPTED COMMENTS
YES NO
FOUNDATION:
FOOTINGS
SHEAR WALLS 1 WALLS
FOUNDA nON DRAINAGE 1 DOWN SPOUTS
PIERS
POST HOLES (POLE BLDGS.)
PLUMBING
UNDER FLOOR 1 SLAB
ROUGH-IN
WATER LINE (METER TO BLDG)
GAS LINE FINAL DATE ACCEPTED BY:
BACK FLOW 1 WATER
AIR SEAL
WALLS
CEILING I I I
FRAMING
JOISTS 1 GIRDERS
SHEAR W ALUHOLD DOWNS
WALLS 1 ROOF 1 CEILING
DRYWALL (INTERIOR BRACED PANEL ONLY)
T-BAR
INSULATION
SLAB
WALL 1 FLOOR 1 CEILING I I
MECHANICAL
HEAT PUMP 1 FURNACE 1 DUCTS
GAS LINE
WOOD STOVE 1 PELLET 1 CHIMNEY FINAL DATE ACCEPTED BY:
COMMERCIAL HOOD 1 DUCTS
MANUFACTURED HOMES
FOOTING 1 SLAB
BLOCKING & HOLD DOWNS
SKIRTING
PLANNING DEPT. SEPARATE PERMIT #'5 SEPA:
PARKING/LlGHTING ESA:
LANDSCAPING SHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE
RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED
YES NO
ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL
LIGHT DEPT
CONSTRUCTION R.W.I PWI CONSTRUCTION - R. W.
ENGINEERING 417-4807 PW 1 ENGINEERING
FIRE 417-4653 FIRE DEPT.
PLANNING DEPT. 417-4750 PLANNING DEPT.
BUILDING 417-4815 BUILDING
. .
T:\Policies\1102_15 building penmt inspectIon record05.wpd [1/4/2005]
r
'fi~';
..'"" ~...o~
. u,.~
1!:c --
~~
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, W A 98362
Application Number . . . . . 06-00000305
Application pin number 262725
Page
Date
2
5/01/06
Special Notes and Comments
Address numbers shall be a minimum of six inches high and be
of contrasting color from the background.
04/05/2006 12:08 PM SROBERDS -- The proposal is part of
a 4-unit sfr cluster development in the RHD for a total of
9% lot coverage. No setback or land use issues are
apparent.
Electrical load calculations and elctrical permits are
required.
A cost estimate has been sent to Habitat for Humanity for
u/g power estension. Connection fee of $713.00.
04/04/2006 10:40 AM GMCLAIN ----------------------------
Sanitary sewer connection inspection is required by
Public Works prior to back fill of ditch. 24 hour advance
notice is required.
Ditches & 12" culverts will be installed to City Stanards.
See Public Works Engineering for Standards.
Construct driveway and Sidewalks to City Standards.
No concrete with exposed aggregate allowed in the City
road right of way. An inspection by Public Works
Engineering is required prior to prouring concrete.
Other Fees
SEWER SYSTEM DELV CHARGE
STATE SURCHARGE
PW WATER SYSTEM USE FEE
870.00
4.50
1200.00
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 898.50 898.50 .00 .00
Plan Check Total 268.10 268.10 .00 .00
Other Fee Total 2074.50 2074.50 .00 .00
Grand Total 3241.10 3241.10 .00 .00
Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes
null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned
for a period of180 days after the work as commenced. or if required inspections have not been requested within 180 days from the last
inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of
laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not
presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of
construction.
Signature of Owner (if owner is builder)
Date
Signature of Contractor or Authorized Agent
Date
T:\Policies\1102_15 building permit inspection record05.wpd [1/4/2005]
BUILDING PERMIT INSPECTION RECORD
. .-
, .
." '...
CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS.
CALL 417-4807 FOR PUBLIC WORKS UTILITIES
PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE
INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE.
~
1
~
\.f,
INSPECTION TYPE DATE ACCEPTED COMMENTS
I YES NO
FOUNDATION: I fVv.r- .!.fn//O l..
FOOTINGS ~/-vtoc- ~
SHEAR WALLS/WALLS - ,
FOUNDATION DRAINAGE / DOWN SPOUTS :>/810l- 7t,v
PIERS
POST HOLES (POLE BLOGS.)
PLUMBING
UNDER FLOOR / SLAB S/t7/~h j<-v ir/ry", 7W
ROUGH-IN gin/Of -:JLL-
WATER LINE (METER TO BLOG) 7l1t()(P ~~
GAS LINE ~ID~OD DATE -::ILL ACCEPTED BY:
BACK FLOW / WATER .
AIR SEAL 2/u>1()7 "J"L-L
WALLS
CEILlNp I
FRAMING ?, /2-0/07 ""J" Ll-
JOISTS / GIRDERS
SHEAR W ALLlHOLD DOWNS lit tI //)~ Jj...l/
WALLS / ROOF / CEILING ' . ,
DRYWALL (INTERIOR BRACED PANEL ONLY)
ToBAR
INSULATION (\ ~ 1-:1"2,/,,/ :1 Ll
SLAB I ,
WALL / FLOOR / CEILING
MECHANICAL
HEAT PUMP/FURNACE/DUCTS
GAS LINE
WOOD STOVE / PELLET / CHIMNEY ~--(O, agDATE "JU ACCEPTED BY:
COMMERCIAL HOOD / DUCTS
MANUFACTURED HOMES
FOOTING / SLAB
BLOCKING & HOLD DOWNS
SKIRTING
PLANNING DEPT. SEPARATE PERMIT #'s SEPA:
PARKING/LIGHTING ESA:
LANDSCAPING SHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE
RESIDENTIAL DATE YES NO COMMERCIAL' DATE ACCEPTED
YES NO
ELECTRICAL 0 LIGHT DEPT. 417-4735 ELECTRICAL
LIGHT DEPT
CONSTRUCTION R.W./ PW/ CONSTRUCTION 0 R.W.
ENGINEERING 417-4807 PW / ENGINEERING
FIRE 417-4653 FIRE DEPT.
PLANNING DEPT. 417-4750 PLANNING DEPT.
BUILDING 417-4815 '--10-01; :ru- BUILDING
~
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~
~
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T:\Po1icies\1102_15 building pennit inspection record05.wpd [1/4120051
BUILDING PERMIT 7 APPLICATION
Fill out COMPLETELY and in INK. Your application and site plan MUST
C()IvIPLETE. to he accepleG fur review. IfYOli have any questions, C:111
PERMITS (360) 417-4815 FAX(360)417-4711
Applicant or Agent ~--':"'''' L T-2"'""
Owner: 'J)'o"J'-~'$ l/AIt /.46,"7:. ( C/I w.....4...vr7/-
Address: ? G .Dc. y 19 s- r:> City: S-~ c5 ~, ;.......,
ArchitectlEngineer: ~/uG'-'t:e. ~ ASSocr/l7;..)
Contractor rI".a /, -:r:;.., fL J.(,~~ State License #: ./!'f(r-_....-r
,
Address: AS ,d b6 v. c City:
PROJECT AnDRESS: /-:17/ E. L'Ahfl>4ell AVT
I
LEGAL DESCRIPTION: Lot: 20. 2/ :2 e.. Block: 3
I .
C~J.~: G70.. J.!7'f'l
Phone: 3'c.c -t,. 61 - ~ ':>60
Phone: 5f:.O -~c 1- G f/c:: C)
Zip: 96 SA?
Phone: 4/'7- 0 s-a I
A.I If. Phone:<!(~/-," 98 a
Exp:
'?fA N ~
Zip:
ZONING:
Subdivision:
B~;'\-cc,v
Kf/D
A/'/
CLALLI\M COUNTY PARCEL NUJvlJ3ER: C L,. 60/4/S''3'' G 341~
TYPj: OF WORK:
llYlZesidential ~ew Constr. 0 Re-roof 0 Stove
o Multi-family 0 Addition 0 Move 0 Garage
o Commercial 0 Remodel 0 Demolition 0 Deck
o Repair 0 Sign 0 Other
BRIEF DESCRll'TION OF THE PROJECT: c> N C
P/AAJ
SIZEN ALUATION:
.J ~.;F.@$ 45 /SF.=$_ S-~) 0/25
SF. @ $ /SF. = $
SF. @ $ /SF. = $
_ II TOTAL VALUATICW" $
-L'OlA<< $""....5k .J'~,{J
~c,,~o ;2S
hnc.tS"c
oj
C
6-'.:>
~IvC
PA rr.. c c- f
,
COMJVlERCLh..LIRESIDENTIAL: Occupancy Group: ~. 3
No. of Stories: ~LotSize: iHHC!?O ExisringSq.Ft. 0
Total lot coverage_51' 7 Z % '>( J.f :::.. ;2..;2, 88 %
Occupant Load:_ Construction Type: V - N
& Proposed Sq. Ft_f3J2 5 ,= TOTAL Sq. Ft.8.C?. 5
APPROVALS:
PLAN:
BLDG:
DPWU:
FIRE:
OTHER:_
PLAN1\TJNG USE ONLY:
ESAlWetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other:
VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed
and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance.
PLAN CHECK FEE: IF a plan check fee.is due it must be submitted at the rime the building permit application and construction plans are
submitted. All other permit fees are due at the rime of permit issuance.
EXPIRATION OF PLAN REVIEW: lino permit is issued within 180 days of the date ofapplication, the application will expire. The
Building Official can extend the rime for action by the applicant up to 180 days upon written request by the applicant (see Section RI 05.3.2
of the International Building/Residential Code, 2003). No application can be extended more than once.
I hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and
understand that it is my responsibility to determine what permits are re uired not the City's, and that I must obtain such permits prior to work.
Date: '6- '5/-c>C
T:\Policies\BL-ll02_13.wpd Applicant:
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I,.. ~~~~a~ Datum: ",A VD &&==--::-==~ ,,_~____ _=_",A re a-,M an-=~_~lJMfd!!,{1p.f.g!E.\\'i~lgj;.p_'Y~lIce_t( b,l' ,he .Ci~E[f.~~.t_~~ele~.[or i':.o'."~J .'!s~!1nd p~~= \~ ==r.o
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City of Port Angeles
Applicant Proj ect Review Sheet
A pp Ii cant: c-;:;::: e>k.. fT f) ~. C7 4_ '-r'1f.A
Owner: h"J b~A..i::S"S' vAl.l.I?Y 4A~lrAr
. c:r.... )./"'" .....,.,.,.......,.{
Property Address: /"2? I E~~...... {;j 4.,.11 A~
Proposed Use: ~r^J h -PA-:':J ,t.k-t' Zoning: Rift:>
Is the proposed use listed as a "permitted use" or an "accessory use" in this zone?
Is this the only use (business, residence, etc.) on this site?
Has there ever been a subdivision, shortplat, or PRO approved for this site, or has one been
submitted and is pending approval?
Does the proposed use require a new buisiness license?
Does the project extend into any required setbacks or cross any lot lines (interior or
exterior)?
Does the project exceed the permitted height allowance or cause the property to exceed
the allowed lot coverage in this zone?
Does the project require any additional parking or special design/landscape
improvements in this zone?
Does the project eliminate any existing parking spaces?
Is the project located within 200' of the shoreline?
Are there any environmentally sensitive areas on or within 200' of the property, including:
. wetlands or areas of standing water (year round or seasonal);
. streams (year round or seasonal);
. areas with a slope of 40% or greater; or
. areas that have evidence of past ground movement or erosion?
Have all the required submittals been provided by the applicant?
~ite Plan ar-t'onstruction Drawings
o Parking/Drainage Plan 0 Civil Drawings
o Energy Calc 0 Supporting Engr. Calc
o Landscape/Lighting Plan 0 Other
~ok Ono: requires PD
review
~s:ok o no: requires PD
o yes: requires PD ~k
o yes: requires CC ~:ok
review
o yes: requires PD ~ok
review
o yes: requires PD ~ok
review
o yes: requires PD ~ok
review ~
o yes: requires PD
review ~k
o yes: requires PD
review
o yes: requires PD ~ok
review
If Planning Department review is required, the processing time may be extended. Ifit is determined a separate Planning Department permit(s) is
needed, the Planninf! Department permit(s) must be approved prior to the issuance of any other permit.
The information provided above is true to the best of my knowledge, I understand that in the event that any of this information is determined by
the City to be incorrect, this project will be stopped until such time the City determines the correct information is provided and any
sUbsequent~;I/ J:JJYi'ew~f1JJ!!Ji!v.f})p{!re completed and granted.
~~~~ 3-~-o~
Applicant Date
Permit Category #
Route to: 0 BD
Staff Initials
(see reverse side) Building Permit # Master Tracking #
o CC 0 FD 0 LD 0 PD 0 PW 0 File 0 Other
Date
Completion of this form is required for all category J b, 2 & 3 permits. Completion is not required for
T
Roofs Overhang 2' Foundation line
etbacks,- Foundations
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4:l ~Z~.....
T J-Bea~ 6.20 Serial Number: 7005106903
User: 2 4120/2006 12:17:36 PM
Page 1 Engine Version: 6.20.16
main beam
5 1/8" X 12" Classic GlulamTM (24F - V4 DF)
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Overall Dimension: 25'
1
1
[!]~
I
~
13'
[If!!
I
~
~
I
1r 6
Product Diagram Is Conceptual.
LOADS:
Analysis is for a Header (Flush Beam) Member. Tributary Load Width: l'
Primary Load Group - Residential- Living Areas (pst): 40.0 Live at 100 % duration, 12.0 Dead
Vertical Loads:
Type Class
Point(lbs) Floor(1.00)
Point(lbs) Floor(1.00)
Uniform(plt) Roof(1.25)
Live
1375
1375
275.0
Location Application
Comment
Dead
825
825
165.0
8'
17'
8' To 17'
Adds To
SUPPORTS:
Input Bearing Vertical Reactions (Ibs) Detail Other
Width Length LlveJDeadlUpllftfT otal
1 Stud wall 3.50" 1.50" 778 I 381 I 0 11159 By Others None
2 Stud wall 3.50" 3.85" 5216131751018391 By Others None
3 Stud wall 3.50" 1.50" 632 I 252 I 0 I 885 By Others None
-Bearing length requirement exceeds input at support(s) 2. Supplemental hardware is required to satisfy bearing requirements.
DESIGN CONTROLS:
Maximum Design Control
Shear (Ibs) -4279 -3698 12300
Moment (Ft-Lbs) -9436 -9436 23703
Live Load Defl (in) 0.084 0.428
Total Load Defl (in) 0.117 0.642
-Deflection Criteria: ST ANDARD(LL:U360, TL:U24O).
-Bracing(Lu): All compression edges (top and bottom) must be braced at 21' 4" olc unless detailed otherwise.
lateral bracing is required to achieve member stability.
-The load conditions considered in this design analysis include alternate member pattern loading.
Control
Passed (30%)
Passed (40%)
Passed (U999+)
Passed (U999+)
Location
Rt. end Span 1 under Roof loading
MID Span 2 under Roof loading
MID Span 1 under Roof ALTERNATE span loading
MID Span 1 under Roof ALTERNATE span loading
Proper attachment and positioning of
ADDITIONAL NOTES:
-IMPORTANTI The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this software will
be accomplished in accordance with T J product design criteria and code accepted design values. The specific product application, input design loads,
and stated dimensions have been provided by the software user. This output has not been reviewed by a T J Associate.
-Not all products are readily available. Check with your supplier or T J technical representative for product availability.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Building Code UBC analyzing the T J Custom product listed above.
-The analysis presented is appropriate for Classic Glulam TM beams by Weyerhaeuser.
PROJECT INFORMATION:
bldg c and d
OPERATOR INFORMATION:
Phone: 360-417-0501
Copyright @ 2005 by Trus Joist, a Weyerhaeuser Business
TJ-Beam@ is a reqistered trademark of Trus Joist.
Classic GIuIam- is a trademark of Weyerhaeuser.
\\Zen-server\data\Active Projects\06098 HABITAT FOR HUMANITY\ENGR\STR\beaml.sms
~ ~Ze?L.....
T J-BeamG!l6.20 Serial Number: 7005106903
User: 2 4/20/2006 12: 17:39 PM
Page 2 Engine Version: 6.20.16
main beam
5 1/8" X 12" Classic GlulamTM (24F . V4 OF)
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Group: Primary Load Group
12'
Max. Vertical Reaction Total (lbs) 1159
Max. Vertical Reaction Live (lbs) 778
Required Bearing Length in 1.50(W)
Max. Unbraced Length (in)
10.00"
8391
5216
3.85 (W)
256
11' 10.00"
885
632
1. 50 (W)
256
256
Loading on all
Shear at Support (lbs)
Max Shear at Support (lbs)
Shear Within Span (lbs)
Member Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
spans, LDF = 0.90 , 1.0 Dead
346 -1399 1336
377 -1619 1556
-659 788
-218
-248
377
381
2123
3175
3175
-3574 1115
248
252
Loading on all spans,
Shear at Support (lbs)
Max Shear at Support (lbs)
Shear Within Span (lbs)
Member Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
Live Deflection (in)
Total Deflection (in)
LDF
1.00
1. 0 Dead +
784 -2759
859 -3025
-1865
1.0 Floor
2773
3039
2111
-538
-614
859
871
4678
0.039
0.072
6064
6064
-7547
614
625
2752
0.021
0.035
ALTERNATE span loading on odd # spans, LDF 1.00 1.0 Dead + 1.0 Floor
Shear at Support (lbs) 923 -2620 1521 -33
Max Shear at Support (lbs) 999 -2886 1741 -63
Shear Within Span (lbs) -1726 973
Member Reaction (lbs) 999 4626 63
Support Reaction (lbs) 1010 4626 65
Moment (Ft-Lbs) 5768 -5760 74
Live Deflection (in) 0.063 -0.026
Total Deflection (in) 0.096 -0.015
ALTERNATE span loading
Shear at Support (lbs)
Max Shear at Support (lbs)
Shear Within Span (lbs)
Member Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
Live Deflection (in)
Total Deflection (in)
on even # spans, LDF = 1.00 ,
207 -1539
237 -1758
-799
1.0
2588
2854
1926
Dead + 1.0 Floor
-723
-798
237
239
1032
-0.025
0.011
4612
4612
-5361
798
809
4199
0.046
0.060
PROJECT INFORMATION:
bldg c and d
OPERATOR INFORMATION:
Phone: 360-417-0501
Copyright ~ 2005 by Trus Joist, a Weyerhaeuser Business
TJ-Be~ is a registered trademark of Trus Joist.
Classic Giulam- is a trademark of Weyerhaeuser.
\\Zen-server\data\Active Projects\06098 HABITAT FOR HUHANITY\ENGR\STR\beaml.sms
~ ~Zf!!l......
TJ-8eam4ll6.20 Serial Number: 7005106903
User: 2 412012006 12:17:39 PM
Page 3 Engine Version: 6.20.16
main beam
51/8" X 12" Classic GlulamTM (24F - V4 DF)
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Loading on all spans, LDF =
Shear at Support (lbs)
Max Shear at Support (lbs)
Shear Within Span (lbs)
Member Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
Live Deflection (in)
Total Deflection (in)
1.25 , 1.0 Dead + 1.0 Floor +
905 -3698 3531
980 -4279 4112
-1744 2085
1. 0 Roof
-565
-640
980
991
5623
0.055
0.088
8391
8391
-9436
640
651
2958
0.023
0.037
ALTERNATE span loading on odd # spans, LDF 1.25 1.0 Dead + 1.0 Floor + 1.0 Roof
Shear at Support (lbs) 1072 -3531 1949 3
Max Shear at Support (lbs) 1148 -4111 2327 -27
Shear Within Span (lbs) -1577 1009
Member Reaction (lbs) 1148 6438 27
Support Reaction (lbs) 1159 6438 29
Moment (Ft-Lbs) 6937 -7284 14
Live Deflection (in) 0.084 -0.032
Total Deflection (in) 0.117 -0.021
ALTERNATE span loading
Shear at Support (lbs)
Max Shear at Support (lbs)
Shear Within Span (lbs)
Member Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
Live Deflection (in)
Total Deflection (in)
on even # spans, LDF = 1.25 ,
239 -2037
269 -2414
-767
1.0
3298
3879
1851
Dead + 1.0 Floor + 1.0 Roof
-798
-874
269
271
1283
-0.022
0.014
6293
6293
-6669
874
885
4789
0.054
0.068
PROJECT INFORMATION:
bldg c and d
OPERATOR INFORMATION:
Phone: 360-417-0501
Copyriqht 0 2005 by Trus Joist, a Weyerhaeuser Business
TJ-Be~ is a registered trademark of Trus Joist.
Classic GIuIam- is a trademark of Weyerhaeuser.
\\Zen-server\data\Active Projects\06098 HABITAT FOR HUHANITY\ENGR\STR\beaml.sms
~ '/iiN~.....
TJ-Bea~6.20 Serial Number: 7005106903
User: 2 4/2012006 12:24:03 PM
Page 1 Engine Version: 6.20.16
middle support for beam1
3 1/8" X 10 1/2" Classic GlulamTM (24F - V4 OF)
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
J .l L
.~
[j, ,[]
, ,
0-- 3' 6"---0
Product Diagram is Conceptual.
LOADS:
Analysis is for a Drop Beam Member. Tributary Load Width: l'
Primary Load Group - Residential- Living Areas (pst): 40.0 Live at 100 % duration, 12.0 Dead
Vertical Loads:
Type Class Live Dead Location Application Comment
Point(lbs) Floor(1.00) 5216 3175 2'
SUPPORTS:
Input Bearing Vertical Readions (Ibs) Detail Other
Width Length Llve/DeadlUpl1ftlT 0181
1 Stud wall 3.50" 2.74" 2266/1372/0/3638 By Others None
2 Stud wall 3.50" 3.74" 3090/1873/0/4963 By Others None
-Bearing length requirement exceeds input at support(s) 2. Supplemental hardware is required to satisfy bearing requirements.
DESIGN CONTROLS:
Maximum Design Control
Shear (Ibs) -4953 -4893 5250
Moment (Ft-Lbs) 6551 6551 11484
Live Load Defl (in) 0.011 0.106
Total Load Defl (in) 0.017 0.158
-Deflection Criteria: STANDARD(LL:U360,TL:U240).
-Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 6" ole unless detailed otherwise.
lateral bracing is required to achieve member stability.
Control
Passed (93%)
Passed (57%)
Passed (U999+)
Passed (U999+)
Location
Rt. end Span 1 under Floor loading
MID Span 1 under Floor loading
MID Span 1 under Floor loading
MID Span 1 under Floor loading
Proper attachment and positioning of
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this software will
be accomplished in accordance with T J product design criteria and code accepted design values. The specific product application, input design loads,
and stated dimensions have been provided by the software user. This output has not been reviewed by a T J Associate.
-Not all products are readily available. Check with your supplier or T J technical representative for product availability.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONL YI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Building Code UBC analyzing the T J Custom product listed above.
-The analysis presented is appropriate for Classic Glulam 1M beams by Weyerhaeuser.
PROJECT INFORMATION:
bldg c and d
OPERATOR INFORMATION:
Phone: 360-417-0501
Copyright ~ 2005 by Trus Joist, a Weyerhaeuser Business
TJ-Bearn@ is a registered trademark of True Joist.
Classic Glulam- is a trademark of Weyerhaeuser.
~~~.....
TJ-Beam4!l6.20 Serlal Number: 7005106903
User: 2 4/20/200612:24:04 PM
Page 2 Engine Version: 6.20.16
middle support for beam1
3 1/8" X 10 1/2" Classic GlulamTM (24F. V4 OF)
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Group: Primary Load Group
3' 2.00"
Max. Vertical Reaction Total (lbs) 3638
Max. Vertical Reaction Live (lbs) 2266
Required Bearing Length in 2.74(W)
Max. Unbraced Length (in) 42
4963
3090
3.74 (W)
Loading on all spans, LDF
Shear at Support (lbs)
Max Shear at Support (lbs)
Shear Within Span (lbs)
Member Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
0.90 1.0 Dead
1348 -1850
1368 -1870
-1843
1368
1372
1870
1873
2475
Loading on all spans, LDF = 1.00 ,
Shear at Support (lbs)
Max Shear at Support (lbs)
Shear Within Span (lbs)
Member Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
Live Deflection (in)
Total Deflection (in)
1.0 Dead + 1.0 Floor
3568 -4893
3628 -4953
-4873
3628
3638
4953
4963
6551
0.011
0.017
PROJECT INFORMATION:
bldg c and d
OPERATOR INFORMATION:
Phone: 360-417-0501
Copyright ~ 2005 by Trus Joist, a Weyerhaeuser Business
TJ-Beam@ is a registered trademark of Trus Joist.
Classic GIuIam- is a trademark of Weyerhaeuser.
l;~"
~ '~
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fILED FOR RECORD A r THE.iIE:OUE~~
OF_Q. Cha m O-e( S'
~ECOR.O!:O :;7~C(';;;.Ol>/r.L.\LlAH CO.
((ekv(\ To '.
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1llllll~ 11111111 !llll~ III III II I!
2006 1177075 Clallam
County
2006 HAW24 AM 8: 3"2'
@
ZONITNGLOrCOVENANT
I1WE the undersigned owner(Ei) of the following described property:
(Insert legal description here)
Beacon Hill Addition
Lots 20-22 BL 3
Parcel # 063014530346
do hereby covenant that said property sholl be designated 8S one zoning lot as defined in Section 17.08.032
"Z" oflhe Port Angeles Municipal Code. This covenant creates one inseparable building lot which may only
be removed tlu'ough cOl11p1i~nce with Chapter 58.17 RCW (subdivision regulations) and/or the City of Port
Angeles short subdivision regulations (Ordinance No. 2222, as ~mended).
This covenant shall be binding on the owner(s), heir(s), assign(s), and successor(s) in interest and
shall be filed with the County Auditor's Office. This covenant is for the mutual benefit of said owner(s),
hdr(s), nssign(s), and successor(s) in interest and is for the further purpose of compliance with state and local
land \ISe lmd building regutations. This covenant may be enforced by injunction or other ll\wful procedure
llnd covenant by the recovery of any damages resulting from non.compliance. .
DATED this ??nn
day of
Mt=lr~h
. 20'.1..6-.
DUNGENESS VALLEY HABITAT FOR HUMANIT~
. .
(Owner) . ' (Owner)
G?~~
Richard L. Chambers Executive Dir.
STATE OF W ASHTNGTON )
COUNTY OF CLALLAM )
I., U A-L-\ M . G~~~ Notary Public in and for th~ State of Washington, do hereby certify :
t\\at 0\\ thiS ZLv.-. day of M~~ _~ 20S;1Q.personally appeared before me -:s.~~ w. TAFT '
lInd \c..o.lA.I2..C> L. ~ .L~ to
me known to be tlle individuates) desribed in and who executed thll within instrument and acknowledged tbat
T~ ~ signed and sealed thll SIlDlllllS ~t..~t.. frell and voluntary act and deed for the purposes herein
menlloncd.
ss
'~~~\~H" " ~
GIVEN UNDER MY HAND AND OFPICl~...(~~II~~~r-;. day oC -\V\~
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~ ~''i -.iUfH..\0 l~ E NOTARY PUBUC in,and for thll Statll of
'I~ ?}III!,O-05-0't......~Off Washington residing at Port Angclca.
I" ~ Oh"I\\\",,""'~6~
, "!ci\~i!'~ H:. this g:j day of
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AUUlTOR'S CERTIFlCA1]3 .
Filed for record at the request of
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HABITAT FOR HUMANITY
\ Zz/ CAMPBELL AVE
[\2/2/2009) Trenia Funston - Habitat-release money
Page 11
From:
To:
Date:
Subject:
Roger Vess
Trenia Funston
1/29/2009 10:43 AM
Habitat-release money
Trenia,
Ron Pope is asking to release bond/assignment of savings.
I have inspected the parking lot, paving, stripping, and bumper stops are completed
and installed per the approved plan. This was all I know of left to complete. Ron's
phone number is 681-6780
Thank you,
Roger
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~ORTAN-GEtES
WAS H I N G TON, U. S. A.
Public Works & Utilities Department
Febmary 3, 2009
Bank of America
Attn: Trina Cook
134 West 8th Street
Port Angeles, W A 98362
Re: Assignment of Savings Habitat for Humanity ofClallam County
Public Works and Utilities has determined that Habitat for Humanity ofClallam County has
completed the required driveway and parking pavement improvements in accordance with
PAC 14.40.
The assignment of savings under Account # 22043326 in the amount of$13,000.00 (copy
attached) may be released to Habitat of Humanity of Clallam County.
cc: Habitat for Humaity ofCbllam County
DeD
File: Habitat for Humanity
Phone: 360-417-4805/ Fax: 360-417-4542
Website: www.cityofpa.us / Email: publicworks@cityofpa.us
321 East Fifth Street - P.O. Box 1150/ Port Angeles, WA 98362-0217
ASSIGNMENT OF SAVINGS
THIS AGREEMENT is far the purpase .of fulfilling the fallawing requirements:
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The undersigned daes hereby assign, transfer, and set aver unta the City .of Part Angeles all right,
title, and interest in and ta , ~. noO . dallars ($ I ~i 000. 00 ) with full
pawer and autharity ta demand, callect, and receive said depasit, and ta give receipt and acquittance
therefar, far the uses and purposes prescribed by said City .of Part Angeles. If the .owner (s),
HABITA,- l=oe.. l-1uM4,.;.,-r-y ..
., "" e.... <lL.L U..-1 C'~ 0.0 (es) nat perfarm the abave stated reqUIrements and Improvements
by 6!:~o/ 0 ~ , ta City Standards as required by the City Engineer, then the City may
withd~aw fr~m the savings accaunt the amaunt necessary ta camplete the improvements up ta and
including the entire amaunt set farth in this assignment .of savings.
It is understaad and agreed that ISA /J K R/Yf c /2.1 e. d halds the savings accaunt
in its passessian in accaunt # d~O '-t :'32.<.., and agrees ta hald
~.)!...~ -;:-0(I..0.L--c::-- dallars ($J 3, 000. of) ) until a release .of this assignment is
received far the City .of Part Angeles.
By:
Stephen
OWNER (S): /11;1.31"714 J ~cdL I-I-UIL1l4'/.:WTy
of'" C!-L-IA c-L.U it-? r!..ouv T)I
By /?Z~~c?_ 1//~08
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Bank (If America National Assuciation (hereinafter rcfcrn:J to as "Bank") accepts fordcpI1sit the sum of$ /1; ao . a-:? as
t'videnced by this receipt and will pay the alllollnt of the deposit plus interest 10 the illvL'stor(s). suhject 10 the terms of the customer agreement.
You have purchased a fixed fall' CD, The interest rale on your CD is 3.CfB % with an annual percentage yield of ~ %. You will he
paid this rate until the maturity JaIl' showll anovl'. The ntlllua] pcrccI11agc yield assumes interest remains on deposit until maturity. A
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o
1 - 10 Year Term (J65/J65IJ66 days in a leap year I Method)
Vou may have interest credited to your Bank che(.'king or savings account or request that" cashier's check he
mailed to you: 0 !....lo11thly 0 Quarterly
If you do llot select either of those options. interest will automatically he credited to your CD halance quarterly,
o .Jumho eH: Term 14 Hays. .165 Days (.165/.1611 Method)
You may have interest credited to your Bank checking or savings account or request that a cashier's check he
mailed to you: 0 r>.'lonthly 0 Quarterly 0 Semi-Annually 0 At Maturily
If you do not select allY or those options, interest will automalically he credited to your CD hnlunce at maturity.
o Jumho CD: Term ]66 Days - No l\:laximum 065IJ60 Method)
SIMPLE INTEREST
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COMPOUND INTEREST
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Interest Crediting Method
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[(10/20/2008) Trenia Funston - Re: Habitat for Humanity paving on Campbell
Page 11
cc:
Roger,
Thanks for the update. When you have a chance and after you've taken a look at the work, please give Ron Pope a call and
ask him what his plans are for completing the remaining work. If he's got a plan, and the paving looks good, we can go
ahead and release the funds.
Fu nston, T ren ia
~ab(!J .
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From:
To:
Date:
Subject:
Steve Sperr
Vess, Roger
10/20/2008 3: SS PM
Re: Habitat for Humanity paving on Campbell
> > > Roger Vess 10/20/2008 3:48 PM > > >
Steve,
Just so you know, Lakeside paved their parking lot a couple of weeks ago, Habitat still needs to put in bumper stops, paint the lines
and grade along the edges of the asphalt and ditches. Trenia will not be releasing the funds till work has been inspected and
approved.
Roger
>>> Steve Sperr 9/2/20081:42 PM >>>
Roger,
In your travels, could you check to see whether they have paved their parking and driveways for the 4 houses they built on
Campbell just east of Porter? They submitted an Assignment of Savings in January, committing to pave by June 30.
CCI"tilicate of Deposit Receipt
INVESTOR(S);
Bankof America ~
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evidenced hy Ihis receipt :lIlU will p:IY lhe aIllOIlI)! ol the deposil pillS interest III lhe invI.'Slur(s), suhjecll(l the llcl"lllS of the ClIslOllll.'1" :lgrL'L'JllL'J11
YOllllave purchased a fixed rille CD. The interest raIl.' on your CD is -3c.}E~ (;:, with all alllHI:J1 percell!:lge yield 01" ..i/>/) (;;'. You will he
paid this raIl' lIn1il [he llla\tlrity d(lle shown above. The :lJlIlual rerccntage yield assullles interest I"L'lllains 011 dqJOsit 1111[ilmaltlrity. .'\
withdrawal will reduce earnings.
~ .,. 121\Iulllh Tt'rm (365IJ()5 [l6() days in a leap year[ i\'1eIIHldl
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Illaikd to you: D 1\lol1ll1ly D Quarterly ~ At t\'lalUrity
I r YOIl do not select <lily 01" those uptions, intereSI \\'ill :lIl[olll:ltically he credited [0 Yilur CD Iml:1I1L'C :It 1ll;l[llrilY.
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You may have interest credited In your Bank checking llr savings accnunt or request that il cashier's check he
mailed to you: 0 1'\'lonlhly D (Juanerly
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o .Jllmho CD: Term 14 Da,)'s - 365 Days (365/160 Ml'lllod)
You may have inlerest crediled tll your Bank checking ur savings an:Olult nr r,~qucs[ Iha[ ,1 cashier's check he
lllailed 10 you: D 1\'lonlhly D Quarterly D Semi-Annually D AI 1\-!a[urity
I r Yilt! d(\ Illl! s,:kct allY or Illllse opti(Hls, interest will ;llllo111atically he crediled to YOllr CI) h:llance a[ lllalllrity.
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SIMPLE INTEREST
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COMPOUND INTEREST
D Illterest will he credited [0 YUill" CD Bnlancc sell1i-anrlllally.
Inleres( Crelliling Methllll
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D Cn:dit to savings account Ilumber
o Cashier's check
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N()N-TRANSFERAHLE
^Recycle<l
""Pap&(
@LAKESIDE INDUSTRIES
ACCT.lADMIN. OFRCE: P.O. BOX 7016 ISSAQUAH, WA 98027
"AN EQUAL OPPORTUNITY EMPLOYER"
PROPOSAUCONTRACT AGREEMENT
(425) 313-2600
PORT ANGELES DIVISION. BOX 728 PORT ANGELES, WA 98362. (360) 452-7803 FAX (360) 457-7932
Date: January 11. 2008
CONTRACTING PARTY
mmI!!
Habitat for Humanity
c/o Ron Pope
LOCATION & TYPE
O'WORK, Campbell Ave. - Port Angeles
Asphalt Paving
Phone #
Approximate Unitef
Bid Item Quantity Measure Description Unit Price Total Price
3,630 Sq. Ft. Grade existing gravel base material for best
drainage. Add new crsuhed rock paving base
and compact. Apply weed barrier. Provide and
install 2 inch lift of HMA 1/2 inch asphalt
pavement and seal new asphalt joints. Includes
traffic control. lumD sum $ 8,893.50
.
APPROXIMATE TOTAL (Plus sales tax where applicable) $ 8,893.50
Total price to be based on actual quantity or measurement unless ctherwise specified.
Does not include: Engineering, testing, permits. excavation. paint striping, tire stops or sales tax if applicable.
Lakeside Industries cannot guarantee complete surface drainage where designed slopes are less than 1 %.
Lakeside's proposed prices herein assume that lakeside's work hereunder will be substantially complete
on or before: June 1. 2008
Unless Contracting Party has signed and returned this Agreement within thirty (30) calendar days of the date first stated above,
Lakeside's proposal shall be null and void.
CONTRACTING PARTY'S SIGNATURE ON ONE COpy RETURNED TO LAKESIDE INDUSTRIES WILL RENDER THIS A LEGAL CONTRACT FOR THE
PERFORMANCE OF THE ABOVE WORK. CONTRACTING PARTY'S SIGNATURE ALSO ACKNOWLEDGES RECEIPT OF LAKESIDE'S 'NOTICE TO
CUSTOMER' STATEMENT ATTACHED HERETO.
APPROVED BY CONTRACTING PARTY:
BY:
--------:>
;.;e C)~ -:- c/.
Of' M~ L
LAKESIDE IND1rRIES
WA. CONTRAc;r 's REG. LAK
OR. CCB 10854
/1
BY:
aye Church, estimator
TITLE:
SUBJECT TO THE ATTACHED GENERAL PROVISIONS
L1GONT06.08.1Q
10f3
.'
General Provisions
/
c,;" DEFINITIONS. As used herein, (i) ~Contractor" shall mean Lakeside
./ Industries or any division thereof; (ii) "Contrac~ing Party" shall mean the
person or entity purchasing materials and/or ServiCes as set forth on the front
page hereof and pursuant to these General Provisions; and (iii) KAgreement"
shall mean the contract formed between Contractor and Contracting Party by
Contracting Party's acceptance of those terms and conditions set forth on the
front page hereof and these General Provisions and/or materials and/or
services provided to Contracting Party by Contractor.
2. ACCEPTANCE. Unless Contracting Party has signed and returned this
Agreement to Contractor within thirty (30) calendar days of the date first
stated on the front page hereof. Contractor's proposal shall be null and void.
Contractor hereby objects to any conflicting, additional and/or different tenns
contained in any proposal or other writing issued by Contracting Party for
purposes of accepting the proposal set forth herein ~nd t~~ same shall not
become a part of this Agreement unless agreed upon In wntlng by Contractor
and Contracting Party.
3. COST ESCALATION FOR ASPHALT. Contractor's proposal herein is
based upon local vendor posted prices for liquid asphalt as of the date of
Contractor's proposal. In the event the actual prices exceed such posted
prices, the Contract Price shall be equitably adjust~ by chang~ order ~o
reflect such increase. Contractor reserves the nght to terminate thIS
Agreement if an equitable adjustment cannot be agreed upon by Contracting
Party and Contractor. Payment for any such adjustment shall be made in
accordance with the terms and conditions of this Agreement.
4. CREDIT VERIFICATION. This Agreement is subject to Contractor's
verification of Contracting Party's credit and Contractor's determination that
such credit is adequate or satisfactory to Contractor. Contractor reserves the
right to withdraw its proposal should Contractor reasonably determine that
such credit verification is unsatisfactOf)' or inadequate.
5. TERMS OF PAYMENT. Unless otherwise provided for herein, payment
shall be due to Contractor within ten (10) days of the date of any invoice
issued by Contractor to Contracting Party. Interest shall accrue on all overdue
invoices at the rate of 1-1/2% per month (18.00% per annum) or the highest
rate allowed by law.
6. SCHEDULE. This Agreement is subject to Contractor's review and
approval.of Contracting Party's schedule. Contracting Party shall coordinate
other contractors' and subcontractors' work to prevent any delay or
interference with Contractor's work.
7. CHANGES. .Contracting Party, without invalidating the Agreement. may
order changes in the scope of the work provided for by this Agreement. with
the cost of the work and the time to complete such work being adjusted
accordingly. Such changes in the work shall be authorized only by written
change order signed by Contracting Party and Contractor.
8. PROPERTY LINES. Contracting Party warrants that Contracting Party
knows the actual location of alllega! property lines and that Contracting Party,
prior to commencement of work hereunder, shall place stakes clearly
indicating such property lines.
9. PERMITS. Any pennits that must be secured prior to commencement of
the work hereunder shall be secured and paid for by Contracting Party.
10. DELAYS. If Contractor is delayed at any time in the commencement or
progress of the work by any act or neglect of Contracting Party, or by any
employee or agent of Contracting Party, or by any sep~rate contractor
employed by Contracting Party, or by changes ordered In the work by
Contracting Party, or by labor disputes, fire, abnormal adverse weather
conditions, force majeure, unusual delay in transportation, fuel, material, or
labor shortages or unavailability, action or inaction of public authorities not
arising out of the fault of Contractor, casualties or any other causes beyond
Contractor's reasonable control, then the Contract Time shall be extended by
change order for a period of time reasonably necessary to alleviate the effect
of such events on Contractor. Delays beyond Contractor's reasonable control
shall be compensable to Contractor and such equitable adjustment of the
Contract Price shall be made by change order. Contractor reserves the rig.ht
to terminate this Agreement if an equitable adjustment cannot be agreed upon
by Contracting Party and Contractor. Payment .f?" any su.ch adjustment shall
be made in accordance with the terms and conditions of thIS Agreement.
11. HAZARDOUS SUBSTANCES. Contracting Party agrees to indemnify,
defend and hold harmless Contractor and its employees and subcontractors
from liability related to the existence of hazardous substances at the project
sije, unless such liability results directly from hazardous subst.ances brought
on to the project sne by Contractor or its subcontractors or anses out of the
negligence or wrongful act of Contractor or its subcontractors. If Contractor
encounters a substance on the project site which Contractor believes is a
UCONT06.0B.10 20f3
hazardous substance, Contractor shall immediately notify Contracting Party
and shall cease work in whole or in part and any delays (and costs arising
therefrom) shall be Contracting Party's responsibility.
12. TERMINATION FOR CAUSE. Contractor has the right to terminate this
Agreement if Contracting Party fails to comply with any of the other provisions
herein; provided, further, Contractor may terminate this Agreement in the
event of the happening of any of the following: (a) insolvency of Contracting
Party or Contractor; (b) any act of bankruptcy by Contracting Party under any
provision of the Federal Bankruptcy Act or filing by Contracting Party of a
voluntary petition under any law providing for relief from the claims of
creditors; (c) the filing of an involuntary petition to have Contracting Party
adjudicated as bankrupt under the Federal Bankruptcy Act or for
reorganization of Contracting Party under that Act or under any law providing
for relief from the claims of creditors which is not vacated within thirty (30)
days from the date of such filing; (d) the appointment of a receiver or trustee
for Contracting Party or Contractor which is not vacated within thirty (30) days
from the date of such appointment; (e) the execution by Contracting Party or
Contractor of an assignment for the benefit of creditors: or (f) any other event
occurring which under the applicable law would entitle Contractor to cancel
and terminate this Agreement. Such termination shall not prejudice any
claims that either party may have against the other.
13. INDEMNITY. To the fullest extent permitted by law, CO'"!tractor shall
indemnify and hold harmless Contracting Party from and against claims,
damages, losses and expenses, including but not limited to attorneys' fees,
arising out of or resulting from. performance of the work hereunder, provided
that such claim, damage, loss or expense is attributable to bodily injury,
sickness, disease or death, or to injury to or destruction of tangible property,
including loss of use resulting therefrom, but only to the extent caused by
negligent acts or omissions of Contractor, a subcontractor, anyone directly or
indirectly employed by them or anyone for whose acts they may be liable.
Contracting Party shall indemnify and hold harmless Contractor from and
against claims, damages, losses and expenses, including but not limited to
attorneys' fees, to the extent caused by negligent acts or omissions of
Contracting Party, or anyone directly or indirectly employed by it or anyone for
who:se acts it may be liable.
14. WARRANTIES. Contractor warrants and guarantees all work and/or
materials provided under this Agreement shall be of good quality and
workmanship, free from faults and defects and in conformance with this
Agreement. Contractor further agrees to make good, at its own expense, any
defect in materials or workmanship which may appear within one (I) year of
Contractor's substantial completion of its work hereunder. Except as
otherwise provided herein, Contractor makes no warranties or representations
of any kind, express or implied (including no warranty of merchantability or
fitness for a particular purpose) and none shall be implied by law. Contracting
Party agrees that oral agreements, statements and representations made by
Contractor, its employees or its agents shall not constitute a warranty of any
kind.
15. TIME LIMITATION ON CLAIMS. Any action arising out of Contracting
Party's purchase of materials or Contractor's provision of services to
Contracting Party, including any action arising under this Agreement, must be
commenced within one (1) year after substantial completion of Contractor's
work hereunder, and no such action may be maintained which is not
commenced within such one-year period.
16. LIMITATION OF LIABILITY. Contractor's sole liability and Contracting
Party's sole and exclusive remedy for any and all damages, special, direct,
incidental or consequential, sustained by Contracting Party or others arising of
Contractor's performance of this Agreement shall be limited to correcting
defective work. In no event shall Contractor be liable to Contracting Party or
any third party for more than the amount of Contractor's proposal, or for any
delay damages.
Under no circumstances shall Contractor be liable for (i) damage to or
breakage of underground pipes and/or conduits and cables not visible from
the surface of the ground nor for any damage to approaches (including
sidewalks) from the street to the property line; (ii) damage to the completed
pavement surface due to the action of petroleum product spillage; (iii)
subgrade failure or utility ditch failure; or (iv) growth of horsetail weed,
morning glory, deep-rooted ferns or perennials subsequent to the application
of soil sterilization (weed killer) that have not reached maturity prior to such
application. Any soil sterilization provided for in this Agreement shall be
applied at the rate specified by the manufacturer thereof.
17. ARBITRATION/ATTORNEYS' FEES. Contracting Party and Contractor
agree that all claims, collections, disputes, or other controversies arising
under this Agreement or related hereto, shall be settled by and subject to
binding arbitration with a single arbitrator pursuant to the Construction
Industry Arbitration Rules of the American Arbitration Association (~AAA").
Any such arbitration shall be commenced by delivering to the AAA a written
demand for arbitration, and a copy of such demand shall be delivered to the
other party. Contracting Party and Contractor agree that the location of any
arbitration proceeding commenced with respect to this Agreement shall be at
the Seattle, Washington AAA office. In any such arbitration, the prevailing
party, as determined by the arbitrator, shall be entitled to its arbitration costs
and reasonable attorneys' fees and other costs. Any arbitration award by the
arbitrator shall be finat and binding on the parties and subject to confirmation
and reduction to judgment pursuant to RCW 7.04 in the King County Superior
Court.
18. GOVERNING LAW. This Agreement shall be governed by and construed
in accordance with the laws of the State of Washington.
19. SEVERABILITY. In the event that any paragraph, part. term, or condition
of this Agreement is construed or held to be void, invalid or unenforceable by
an arbitrator or court of competent jurisdiction, the remaining paragraphs,
parts, terms and conditions of this Agreement shall not be affected and shall
remain in full force and effect.
.~
--.
20, VOLUNTARY CONTRACT. Each of the parties to this Agreement has
carefully read and fully understands the terms and conditions hereof, has had
full opportunity to consult with legal counsel regarding its meaning and effect,
and is entering into this Agreement freely and voluntarily, through a
representative who is fully authorized and empowered to sign on its behalf.
21. ENTIRE AGREEMENT. Contracting Party and Contractor intend that the
proposal and those terms and conditions on the front page hereof and these
General Provisions shall constitute the final, complete and exclusive
Agreement between the parties. This Agreement supersedes all other prior or
contemporaneous agreements, representations. understandings and
promises. oral and/or written, by or between the parties with respect to the
subject matter hereof. Contracting Party further acknowledges and agrees
that in entering into this Agreement. Contracting Party has not and is not
relying upon any contemporaneous agreements, representations,
understandings and promises, oral and/or written, made by Contractor. No
course of dealings between the parties shall be relevant or admissible to
explain. supplement or vary the terms of this Agreement. No amendment or
modification of this Agreement shall be effective or binding upon the parties
unless made in writing and executed by Contracting Party and Contractor.
State of Washington
NOTICE TO CUSTOMER(RCW 18.27.114)
Lakeside Industries is registered with the State of Washington, Registration No. LAKESI*274JD, and has
posted with the state a bond or deposit of $12,000 for the purpose of satisfying claims against Lakeside
Industries for breach of contract including negligent or improper work in the conduct of Lakeside Industries'
business. The expiration date of Lakeside Industries' registration is July 31 st.
THIS BOND OR DEPOSIT MIGHT NOT BE SUFFICIENT TO COVER A CLAIM THAT MIGHT ARISE
FROM THE WORK DONE UNDER YOUR CONTRACT.
This bond or deposit is not for your exclusive use because it covers all work performed by Lakeside
Industries. The bond or deposit is intended to pay valid claims up to $12,000 that you and other
customers, suppliers, subcontractors, or taxing authorities may have.
FOR GREATER PROTECTION YOU MAY WITHHOLD A PERCENTAGE OF YOUR CONTRACT.
You may withhold a contractually defined percentage of your construction contract as retainage for a stated
period of time to provide protection to you and help insure that your project will be completed as required
by your contract.
YOUR PROPERTY MAY BE LIEN ED.
If a supplier of materials used in your construction project or an employee or subcontractor of Lakeside
Industries or its subcontractors is not paid, your property may be Iiened to force payment and you could
pay twice for the same work.
FOR ADDITONAL PROTECTION. YOU MAY REQUEST LAKESIDE INDUSTRIES TO PROVIDE YOU
WITH ORIGINAL "LIEN RELEASE" DOCUMENTS FROM EACH SUPPLIER OR SUBCONTRACTOR
ON YOUR PROJECT.
Lakeside Industries is required to provide you with further information about lien release documents if you
request it. General information is also available from the state Department of Labor and Industries.
LI CONT 06.08.10
j of3
. (9/3/2008)Trenia FLlnSto~: l:iabitat for_liulllanity p"ving <.:>n _Campbell
Y~ge 1~
From:
To:
Date:
Subject:
Roger Vess
Steve Sperr
9/3/2008 7:28 AM
Re: Habitat for Humanity paving on Campbell
cc: Trenia Funston
I talked to Ron Pope a few weeks ago about the paving, there are questions about what
happens to the asphalt grade of Campbell Ave for the future improvements that Green
Crow will be making. When you have minute can we talk.
Roger
>>> Steve Sperr 9/2/20081:42 PM >>>
Roger,
In your travels, could you check to see whether they have paved their parking and '
driveways for the 4 houses they built on Campbell just east of Porter? They submitted
an Assignment of Savings in January, committing to pave by June 30.
~ Habitat
~ for Humanity'"
of Clallam County
D ~~~D"'~ n
. JAN 1 0 2008 . U
or umanity
of
Clallam County
1/9/08
Stephen Sperr
City Engineer
City of Port Angeles
Dear Stephen
Habitat for Humanity of Clallam County requests a postponement until June 30th, 2008 to
complete the paving of the parking pad and driveways for our properties at 1209, 1215,
1221, and 1227 Campbell Ave. An assignment of savings account will be set up with Bank
of America in the amount of 150% of the estimated cost from Lakeside Industries to
complete the project.
We are trying to get a C.O. for our last house at this location. Public works sign off-on the
building permit is holding up the final inspection.
Sincerely
~
Ron Pope
Operations Manager
681-6780
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CITY OF PORT ANGELES
PUBLiC WORKS - UTILITIES DNISION
321 EAST STHSTREET, PORT ANGELES, WA 98362
0&-305
Application Number
Application pin number
Property Address
ASSESSOR PARCEL NUMBER:
Tenant nbr, name
Application type description
Subdivision Name
Property Use
Property Zoning .
Application valuation
06-00000305 Date
262725
1221 CAMPBELL AVE
06-30-14-5-)-0346-0000-
HABITAT FOR HUMANITY
RES NEW SFR
5/01/06
/ZZ-I Cbmtf~ ~
Owner
Contractor
,() LU1tj U1 Q$S ()~
~ab -~
RESIDENTIAL HIGH DENSITY
49500
DUNGENESS VALLEY HABITAT HMTY
PO BOX 1957
SEQUIM WA 983821957
OWNER
Other struct info
TOTAL % LOT COVERAGE
NUMBER OF STORIES
LOT SIZE
TOTAL LOT COVERAGE
NUMBER OF UNITS
6.29
2.00
14400.00
906.00
1. 00
Permit
Additional desc .
Permit pin number
Permit Fee
Issue Date
Expiration Date
PUBLIC WORKS RES WATER SERV
74674
715.00
Plan Check Fee
Valuation
.00
49500
10/28/06
Qty Unit Charge Per Extpn~;nn
________=~~~______~=~~~~~~~~~____:~_~~~_=~_:~~~_=~~~_~~=~~_______~. 715.00~
Permi t . . . . .
Additional desc .
Permit pin number
Permit Fee
Issue Date
Expiration Date
RIGHT OF WAY
74666
50.00
Plan Check Fee
Valuation
.00
49500
10/28/06
Qty Unit Charge Per ~xt .
1.00 50.0000 ECH RIGHT OF WAY PERMIT 50 _ 00
-------~----------------------~----------------------------------- -
Permit . . . .. SANITARY SEWER HOOK UP
Additional desc .
Permit pin number 74682
Permit Fee 110.00 Plan Check Fee .00
Issue Date Valuation 49500
Expiration Date 10/28/06
oJ
JJI'l .J:'"1
V\.
I/V
Qty Unit Charge Per ~xt ._~
1.00 110.0000 EA SAN SEWER HOOKUP . 110.0~
---------------------------------------------------~~-----------~- ---
Special Notes and Comments
Address numbers shall be plainly visible from the street.
Address numbers shall be a minimum of six inches high and be
of contrasting color from the background.
04/05/2006 12:08 PM SROBERDS -- The proposal is part of
a 4-unit sfr cluster development in the RHD for a total of
Separate Permits are required for electrical work, SEPA, Shoreline, ESA. utilities, private and public improvements. This permit becomes
null and void if work or construction authorized is not commenced within 180 days, ff construction or work Is suspended or abandoned
fora period of 180 days after the work as commenced, or if required Inspections have not been requested within 180 days from the last
inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of
laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not
presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of
construction.
Signature of Contractor or Authorized Agent
Date
Date
Signature of Owner (if owner is builder)
T:\Policies\1102.JSR {IIOS]
.
"s.
,,.~
~
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CITY OF PORT ANGELES
PUBLiC WORKS . UTILITIES DNlSION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number . . . . . 06-00000305
Application pin number 262725
Page
Date
2
5/01/06
special Notes and Comments
9% lot coverage. No setback or land use i~sues are
apparent.
Electrical load calculations and elctrical permits are
required.
A cost estimate has been sent to Habitat for Humanity for
ujg power estension. Connection fee of $713.00.
04/04/2006 10:40 AM GMCLAIN --~-------------------------
Sanitary sewer connection inspection is required by
Public Works prior to back fill of ditch. 24 hour adv~nce
notice is required.
Ditches & 12" culverts will be installed to City Stanards.
See Public Works Engineering for Standards.
Construct driveway and Sidewalks to City Standards.
No concrete with exposed aggregate allowed in the City
road right of way. An inspection by Public works
Engineering is required prior to prouring concrete.
- -- - -;~~~~ - ;~~~- - ~ - ~ -~ - ~- ~ -~ - ~- ~ - ~- -~~~~~ - ;;;;;~- ~;~;- ~~;;- -C 870. 00 ~
STATE SURCHARGE ~
PW WATER SYSTEM USE FEE C1200.~~
-~------------------------------------------------~~----------- -------~~
Fee summary charged Paid Credited Due
---~------------- ---------- ---------- ---------- ----------
Permit Fee Total 875.00 875.00 .00 .00
Plan Check Total .00 .00 ".00 .00
Other Fee Total 2074.50 2074.50 .00 .00
Grand Total 2949.50 2949.50 .00 .00
Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes
null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned
for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last
inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of
laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not
presume to give authority to violate or cancel the provisions of any state or local law regulating constructlo.n or the performance of
construction. .
Signature of Contractor or Authorized Agent
Date
-Signature of Owner (if owner is builder)
Date
T:\Policies\II02.15R {1I0S]
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . . INSPECTION REPORT. . . . . .
REQUEST:
Date t.j-:).~.,-65
Time
Location of Work to be inspected I ~ a I C- 0...., r? IJ-e (I .i:\ '-'L
Name of person requesting inspection C-+:\ EX.c..AvA-I-io--.l
Address of person requesting inspection
Type of Inspection (circle appropriate one):
Received by
Tr
(PhOne,~
( (-1.0 "'\1\\.-.0 ~ 1-1""-::>,'-"1 \
Phone No.
Permit No.O(o- 50S-
~ EX~ Other
10~l..Ll
Sewer Foundation Framing Chimney Plumbing Final
INSPECTION NOTES:
Inspected: Date ~ _/6-()b Time 3', eS1 f/'l1 B~~ (Y\-o~
./
Remarks: c...o",h--Ac-k~ lOLA\'"("'c\ t)" Pill:- SeuJ-<r /11"''-'0 & lo'd.,...../!. Tn <;IA-(/~.j
Q 10" -t- 9 t, LVY -c <;/4 ,ld I..,. (Q /97' t=/o 111-1 OAJ ~r.k/ s7. k 5tl4ll"j 'Iso 6 f>,v) o~.L
RALJ ~" ~';c..- 5,'):r;[:(T"'slJ4l1~d iP"/lI"wyc.. R-AtV 4"lilc..~ 13'''c-I<(?I()<A..Jd'-u,<:.L
ChJ ~.b. (,vo+-~\: r",-<;l-",Il~~ rIb";llf"Yc-d,(~-<!.- & <;:;3'- !/id""wJ /;;;0'1 CA"'Obel,
I.-V ,'II ~ k",-...~ C\ (':0y1-'\ w'-<,,"-' s--er""'<---eUc..UrCt.- \ . '
RESTORATION REQUiRED...... YES
~
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SURFACE RESTORATION:
SURFACE TYPE: 0 Unimproved OGravel o Asphalt OPCC
o Repaired by City
o Repaired by Permittee
o No Damage Found
o Other
Work Order #
o COMPLETE
o INCOMPLETE
(Continue on reverse side if necessary)
(DATE)
STREET SUPERINTENDENT
t(e,::>
~
W.O. '503<{8-(&D
APPLICATION FOR WATER
City Water Division
Port Angeles, Washington oS - 3
, 20..a.:=
I hereby apply for water to be furnished in accordance with rates and rules of the City for the
tollowing premises: KlcJ-,~ c.hc\kn~
V (,f,{]-fe,7l!:(.
Narne of APPlicant])1A V\41l nPSS a.[~ttlo'TA-r. ~l'>1a.hl~
Address: [Z"'Z;\ CAM1p b~ -A..).J) /=>l.oL(Se. eo) ~
Renewal 0 New servicepslk. 3 Lotzq/Zl/J!~:c;f::;g;; .IJ
Size of Service j X ?7,t" Meter Number (?08(,<jof!) ~()Oi!)D
Service Left On 0 Service Left Off 0 Signed ~ ~ ~
Installed by
Remarks: "PeYfnfr# atp-.30s
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i CiTY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . .. . INSPECTION REPORT. . . . . .
REQUEST:
Date /51- /;;;-07 Time Received by ---r-r (phone. person)
Location of Work to be inspected /5(l'5 //22-/ &~..,{tlP/AJ.tU./
Name of person requesting inspection ad /:;jlk ,
Address of person requesting inspection Phone No. 4IPo -;;>375
Type of Inspection (circle appropriate one):~' Permit No. C, "'-- 2... 97
. C6~sd~
Sewer Foundation Framing Chimney Plumbing Fina ewer Excav. Other -
INSPECTION NOTES:
Inspected: Date /;;1";:;;' -07 Time
o . .. / \ . I (
Remarks: f7LA-y....D.". r- Sfoo5:. a ucJ Str!f3PIVl'3
1-2cr-tyj' F)v1ctt' . Ok.. 12.
By .J
/tC)Tc:..c.~;J/-et€- /2-(2:-07
,
RESTORATION REQUIRED. . . . .. YES
NO lC
.
SURFACE RESTORATION:
SURFACE TYPE: 0 Unimproved 0 Gravel 0 Asphalt 0 PCC
o Other
o Repaired by City
o Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
o INCOMPLETE
(Continue on reverse side if necessary)
STREET SUPERINTENDENT
(DATE)
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G(Q'\
ELECTRICAL WORK PERMIT APPLICATION
Job wired by
o Electrical Contractor 0 Owner
Installation description
Q Commercial ~dential
Electrical contractor name ~ It License number
EX ~u~l'T- A i, -..J (-'.... ",.M Z;
Purchaser's mlmg address
--PO. '(3", x:
City
V-E~urff1
Telephone number
'aGe. -lS,.EI:/-' ?6c
Date Expires
~
o Altered/Addition
I 9,':;-7
State ZIP
LA..> A
"8ae?
FAX number
8{,
-({.0/-6960
l' cl.l./I"... !.X
Premises owner' ame J/
-un p"
Address of inspection
;/;;?;;? / ~_ t!A1U pI:.", II Au r:-
.t
I cr?T ANcyc/...s
Phone number to schedule inspection:
Bl,G- 4<::0- 3' 37.
...-.-
'"
/.,:l ,/:5
.5 0 tc=r .5r""-~
Owner as defined by RCw'19.28.26J:(J) Owner will occupy the structure for two
years after this electrical permit is finalized. (2) Owner is required to hire an electrical
contractor if above said properly is for sale. rent or lease.
After reading the above statement, I hereby certify that I am the owner of the above
named property or a licensed electrical contractor. I am making the electrical instal-
lation or alteration i~ compliance with the electrical laws, N.E.C.. RCW. Chapter
19.28, WAC. Chapter 296-468, The City of Port Angeles Municipal Code, and
Utility Specifications.
Signature of owner, electrical co ract or electrical administrator
X~ ",_ I Date:~ 8-c'
Electrical Load Additions and or subtractions
o NO LOAD CHANGES
a Baseboard KW
a Furnace KW
a Heat Pump Ton LAR
o Fan-Wall KW
o Cash 0 Check #
o Credit Card
Card #
Visa
Mastercard
Discover
Expiration Date
of card
Inspection fee
$ 73,00-
Service Information
a Overhead Service
a Temp Service
Q Underground Service
Voltage
PhaseD 1 03
Service Size: ~
Feeder Size:
'.
J
,
SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360-417-4735
Dale
Approved By
SERVICE
~/h 7 1;!:?,
FEEDER
ROUGH-IN
k2y
THERMOSTAT
FINAL
/hlf:RJ ~
, Dale Approved By
DITCH
S-,;1<f-t7b AzD
Date Approved By
Dale Approved By
Inspection
Date
Area, Building or Equipment Inspected
Action Taken
Electrical
41nspector
6-
,
-,-,
<1.-
,~
/ ,
~19/tJ6
---
ELECTRICAL iNSPECTlON.,
WIRING REPORT
417-4735
ADDRESS
APPROVED NOT APPROVED
o """""""""" DITCH, , , , , , , , , , , , , , , , , , , , 0
~ ' , , , , , , , , , , , , , , ROUGH IN/COVER, , ' , , , , , , , , , , , , 0
)l(' , , , , , , , , ' , , , , , , , , , , SERVICE, , , , , , , , , ' , , , , , , , , , 0
0, , , , , , , , , , , , , , , , , , , , , FINAL, , , , , , , , , , , , , , , , , , , , 0
CORRECTIONS NEEDED: @ I1?UtJ /Z-( ~6
r~J? b~
(2"'0 ('.n-V N€ {Z77o"6
@ h?A1:::., -' - IA L/ .~-Af~ 771'7..5
. 7
Kbzrw1
@ . 57Mz/J ~~l/ UJ~O/.?/ r /11~......
~,f_
?
NOTIFY INSPECTOR WHEN CORRECTIONS
ARE COMPLETED WITHIN 15 DAYS
- DO NOT REMOVE -
OLYMPIC PRINTERS, INC. (360) 452-1381