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Home My WebLink About932 E Front St - Building ELECTRICAL PERMIT CITY OF PORT ANGELES 360- 417 -4735 a Application Number 12- 00000096 Date 1/26/12 —AJ Application pin number 047296 Property Address 932 E FRONT ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06- 30- 00 -7 -2 -0200 -0000- on your excise tax form Application type description ELECTRICAL ONLY Subdivision Name to the City of Port Angeles Property Use (Location Code 0502) Property Zoning COMMERCIAL ARTERIAL Application valuation 0 Application desc 1 circuit redbox video Owner Contractor I R V RENTALS INC KIRSCH ELECTRIC INC. 934 E FRONT ST P. 0. BOX 3396 PORT ANGELES WA 983624015 SEQUIM WA 98382 (360) 683 -6819 Q 119 Permit ELECTRICAL ALTER COMMERCIAL Additional desc Permit Permit Fee 74.00 Plan Check Fee .00 C..S Issue Date 1/26/12 Valuation 0 Expiration Date 7/24/12 Qty Unit Charge Per Extension 1.00 74.0000 ECH EL -COMM BRANCH CIR WO/ S/F 74.00 Fee summary Charged Paid Credited Due c Permit Fee Total 74.00 74.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 74.00 74.00 .00 .00 i 0 .......k INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN 8/72 /Z l FINAL g` )/Z COMMENTS: 1 PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G:AEXCHANGE \BUILDING OF PORT gh C�`� ELECTRICAL INSPECTION WIRING REPORT 3 m`'ewoR��sr 417 -4735 DAT PERMIT INSPECTOR 13/ 121 12 OW ER /CONTRACTOR Pc 112,9- CA-4 4. tC.) ADDRESS F;40 APPROVED NOT APPROV DITCH ROUGH IN /COVER SERVICE FINAL CORRECTIONS NEEDED: ir.l.ar G Sac z- E ®U t t" 11 E1L F3 ie. )W to 1Q' 1 NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE OLYMPIC PRINTERS, INC. (360) 452 -1381 S end peroil firs {ci r5cGt elec t w►ai I [or"r �t Ffi�R'T CITY OF PORT ANGELEI i PERMIT APPLICATION wr y t� L i f Building Division/Electrical 1 ns ctions 18' VOA O 321 East Fifth Street P.O. 1 ox 1150 Port Angeles Washington, 98362 4 (i Ph: (360) 41.7 -4735 Fax: (360 417 -4711 A EL rr,rl,rc4 Date: I -26 (2 }S.. Multi Family or Commercial* IP Plan Review May Be Required, I'Iease Complete Electrical Plan Review Information Sheet Job Address: 932- F'i 0n4 5+ 1 Arvye t.c..q 98 2- Building Square Footage: Description of above 1 115'1 t a i 0_ 4w1 D I d _wi71 C-Q LL.Y_'o Owner Information -ttir o• Cendrade" Contracto Infoma Mame;Redfxl6./i_ c R 2 'i GGG C re s Cor 61 G't Name: C %,fia-27.3 l' G Z!�-. Mailing Address: 3_ ►ict vov -t.t Mailing Address: O 39 (r Ci ty: State: .2.11 Zip: b o p/ 5- City: Set4olt en State: _L,)_ zip: 8 Z PhoneSto -935 9203 Fax: /-into 7 Z� SZZO Phone:34a rr$'f�b ✓+et a License N Exp. License Exp. x-1 p u cola( rrsche� r 6 Item Unit Charge 91Y Total (CO Mcttaplted by Unit Charge) c Service/Feeder 200 Amp. 132.00 Service /(=seder 201.400 Amp. 160,00 Service/Feeder 401-600 Amp 225.00 Service /Feeder 601 -1000 Amp. 288.00 Service/Feeder over 1000 Amp. 410.00 Branch Circuit W/ Service Feeder 5.00 Branch Circuit W/O Service Feeder 74.00 1 Z_ :0 Q Each Additional Branch Circuit 5.00 Branch Circuits 1-4 86,00 Temp, Service/ Feeder 200 Amp. 102.00 Temp, Service /Feeder 201 -400 Amp. 121.00 Temp. Service /Feeder 401-600 Amp. 164.00 Temp. Service /Feeder 601 -1000 Amp 185.00 Portal to Portal Hourly 96.00 Sign /Outline Lighting 88.00 Signal Circuit/ Limited Energy Mulll -Fid illy 64.00 Signal Circuit/ Limited Energy First 15C'( sf Commercial 96.00 Note: $5.00 for each additional 150( sf Renewable Electrical Energy 5KVA Sys em or Less 113.00 Thermostat 56.00 Note: $5.00 for each additional T -SI d 7% Co Total Owner as defined by RCW.19.28.26' (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if aboo said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I ereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration n 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 t pecifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature of owner, electrical cool actor or electrical administrator: O Ca9h Cl check 1314 dltCaro# do 4'4e x 1 ,i1I 4i0i 4 Da a/ •=1"2-- 0110112012 S hoc c hose -MR. correct i k# -1 above -rf no p 1t SC /e le ec�al, c orr t 7 C ,1 1 /air ik yau- 71; i rseti 683-6g/7 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc Circuits for Redbox Video Owner Walgreens 932 E FRONT ST PORT ANGELES Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per 1 00 57 5000 ECH Fee summary Charged Permit Fee Total Plan Check Total Grand Total INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS WA 983624015 143024 57 50 3/17/09 9/13/09 57 50 00 57 50 ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 09 00000239 031307 932 E FRONT ST 06 30 00 7 2 0200 0000 ELECTRICAL ONLY COMMERCIAL ARTERIAL 0 Contractor ELECTRICAL ALTER COMMERCIAL EC COMPANY 3104 C STREET NE #200 AUBURN WA 98002 (206) 436 6066 EL BRANCH CIRCUIT WO /FEEDER Paid Credited 57 50 00 57 50 3 !Iilo, 7117109 Plan Check Fee Valuation 00 00 00 Date 3/17/09 DATE RESULTS 0 0 0 Extension 57 50 Due 00 00 00 Signature of owner or Electrical Contractor X Date INSPECTOR. 03/16/2009 14 44 2064366155 ■s E C E I V E ®MPANY CONST MAR 1 6 2009 City of Port Angeles Permit Application Building Division/Electrical Inspections 321 East Pith Street P.O. Box 1150 Port Angeles WashIngton, 98382 Ph: (380) 417.4735 Fax: (380) 417 -4711 Date: VI 6/ 1 2 Single Family Dwelling Multi Family or Commercial' Commercial Addition Alteration Remodel I Repair *Plan Review Ma Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: E. <-1 e-< Building Square Footage: Description of above 1v► 4 l� Li\ LS-4_ c to �4 L b V b kID X CAL41pw1 4 .4et Owner Informatiopn Name: ti■Jc Mailing Address: City Phone: License Exp. Unit Charge 93.75 $113.75 $160.00 $205.00 $291.25 2.00 57.50 2.00 72.50 86.25 $118.25 $131.25 75.00 69.00 75.00 50.00 50.00 93.75 80.00 86.25 27.50 57.50 86.25 43.75 X State: Zip: Fax: Owner as defined by RCW.19.28.261: (1) Owner will occupy the structure for two years after this electrical permit is finalized (2) Owner is requited to hire an electrical contractor If above said property Is for sale, rent or lease. After reading the above statement, I hereby certify that tam the owner of the above named property or a licensed electrical contractor. I am making the electrical Installation or alteration In 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 over electrical contractorar electrical administrator LIGHT DEPT Contractor information Name: TC-. 1•x Mailing Address: to adG City u rte, State: WL Zip: �i k 1(i Phone •ti3(o -Loth Fax -O(o ti l� I. <I License #1 Exp. F cl ravt' I Total (O y Multiplied by Unit Chpraej Service/Feeder 200 Amp. Service/Feeder 201-400 Amp. Service/Feeder 401-600 Amp. Service/Feeder 601 -1000 Amp. Service/Feeder over 1000 Amp. Branch Circuit W/ Service Feeder $_10- Cl Branch Circuit W/O Service Feeder Each Additional Branch Circuit Temp. Service/ Feeder 200 Amp. Temp. Service/Feeder 201 -400 Amp. Temp. Service/Feeder 401 -600 Amp, Temp. Service/Feeder 801.1000 Amp. Portal to Portal Hourly Sign /Outline Lighting Signal Circuit! Limited Energy Commercial Signal Circuit/ Limited Energy 1 2 Family Dwelling Signal Circuit/ Limited Energy Multi-Family Dwelling Manufactured Home Connection Renewable Electrical Energy 5KVA System or Less Firet 1300 Square Ft Each Additional 500 Square Ft. or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub Thermostat ti7 Total Cash Check ;4 Credit Card PAGE 02 Ce Pok----r E^LE- 'So .................! .,:.,' .. ' WAS H I N G TON, U. S. A. Public Works & Utilities Department January 28, 2008 Manager Walgreens Port Angeles 932 E. Front Street Port Angeles, W A 98362 Re: delivery trucks driving on sidewalk adjacent to alley ,., Dear Manager: It has become apparent that delivery trucks are cutting corners while accessing your loading area along Washington Street, driving on the sidewalk in that area. What we had suspected would occur, and cautioned your site designer, Terraform Design Group, about back in February 2007, is now occurring. '.' I am requesting that you (1) make some changes to the way trucks access your loading. area to ensure that this does not continue, and/or (2) install some barrier along the southeast edge of the concrete loading area in such a way as to eliminate the future occurrence of this. Failure to address this in a timely manner will result in the City installing some form of barrier to make sure that trucks do not further damage the sidewalk in that area. The cost to repair any sidewalk damaged in this area, and/or City installation of barrier(s), will be borne by Walgreens. I have enclosed some photos showing the area being impacted, as well as a drawing showing one type of barrier that the City may install if Walgreens does not address this issue soon. So that we can resolve this issue soon, please contact me at the address below, call me at 417-4803, or email ssperr@cityofpa.us. Sincerely, s~~ City Engineer Enclosures: Photos Detail drawing of bollards Phone: 360-417-4805 i Fax: 360-417-4542 Webslte: www.cityofpa.us/Emall:publicworks@cityofpa.us 321 East Fifth Street - P.O. Box 1150 I Port Angeles, WA 98362-0217 ~ u:> ('.) pl ? ~ ~ o -1 \ L vJ I .:;;:-~ CERTIFICATE Of OCCUPANCY City of Port Angeles - Building Division This certificate is issued pursuant to the requirements of Section 110 of the 2006 International Building Code certifYing that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use for the following: Business name: Walgreens #11215 Business address: 932 E. Front St. Owner of business: Walgreens #11215 Owner's address: PO Box 4024, Danville, IL 61834 Automatic fire sprinkler system: Required Use & occupancy classification: Mercantile Building permit number: 07 -43 Type of construction: III-B Occupant load: Per IBC 01116/08 Date fY\& \ \eJ '11Ie) /0& ~ vJ N I1l J' ~ ~ I TO: S e. Company: ~ORT.ANGELES WAS H ] N G TON, U. S. A. FAX TRANSMITTAL Department of Community Development Building Division 321 East Fifth Street, Port Angeles, Washington 98362 Phone: (360) 417-4815 FAX: (360) 417-4711 Fax: 300 ,.. 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"..' l.:.j\j(: 2004 CY 13 CY 1991 CY (CUT) ~~!r~~~:;1,~~~:?0r. .,.......:;. r i.~, ""'.' /~-.,;(;;..X c-_ T' j""'-7',~"~S-^.; ~-", ~<./'..:_,__'J '~, ~~?:;l_:_~~i~'";:.;>:_.,z;~t:-~(e, .,~ '_-, ;-: ~}'''6J('S;s,.h'( .,~~~~'6:f~'.:z "Jj., ,'. ~ ";::- fi~if{1fff1l.~~~ '--viCiN IfY~MAP';.' ~ r ,('. .~ ' SCALE: N.T.S. i ~......- PROJECT TEAM C'" OWNER / DEVELOPER SE GRAINGER DEVELOPMENT 845 106TH AVENUENE #100 BELLEVUE, WA 98004 - '7 CONTACT: SCOTT GRAINGER PHONE: (206) 275-2800 ~. ARCHITECT NYSTROMloLSONlcOLLlNS 621 W. MALLON #307 SPOKANE, WA 99201 CONTACT: SHANE MERCIER PHONE: (509) 328-6464 CIVIL ENGINEER TERRAFORMA DESIGN GROUP, INC. 5212 37TH AVENUE SW SEATTLE, WA 98126 CONTACT: PEDRO DEGUZMAN, PE PHONE: (206) 923-0590 SURVEYOR DAVID CUMMINGS ASSOCIATES CONTACT: DAVID CUMMINGS, PE PHONE: (360) 683-2344 PROJECT DATA PROPERTY AREA: 0.82 AC EARTHWORK QUANTITIES: SUBGRADE CUT = SUBGRADE FILL = SUBGRADE TOTAL = SITE STRIPPING = 447 CY SHEET INDEX PAVING PLAN C1.1 EROSION CONTROL PLAN C1.2 GRADING & nRAINA(~F PI AN r.L~ DEERFIE t. h" s hev-- ~ SOh5 7+~)J e f1 \ I rt'd 3bO - 3> Cj I -/175 ~e,o.>r v\~ \<12-'-111 ,X: ~ ~ f]lff'\, ~I \ \)~~ oY\ \V\\~ <-\'''' ~ ~ ;$r ~ vJi j/vYl '(\ex-:'~ oJ~11215 ~Y()2Y- DahV1'lle) :r:l- b l~ ~ cr ",r- 0 , CD N , .-< .-< 0l0l elE-< <l;<l; P<O "'0 "'0 OCD "'N , , r-lll lllr- r-N O\D \DO >< MN ..:I 0: Ol H :> ..:I H 0l0l E-< 0 ZZ OlCll ~ 00 ~Ol :.::.: ~~ CIl P<P< E-<'":I Z .. 00: HO E-<E-< UU 0l0l P<P< CIlCll ~~ E-< CIl Z '0 oU Uo ..:103: ..:IoOl 'Z -0 U~~~ III E-< Z....-lOQ III CIl H Q) 'U O1N r- E-< CIllO: , 01 N Z Z<l;r-", OCllO '0 0 lJ:::zenJ,Joo .-<CIl ~~.........~oo Ol OlO:O '0 -..:I WO::Mo..oo r-Ol el:I: 010 oel N...:lUlC) , , :;,~ l""'l,.:(HM\.Or'- O'\:J: f1.,Cf.l 00 N 'E-< .-<0: 0: 0: .-<0 - III 0: -Ol P< ZO III 0 E-< - ~ Ol~ CIl -U ~O CIlE-<;:i ..:I P<>< ~~E-<gj~..:I OlE-< 01;H'5~~g: O:H P .i-+---. 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Application valuation 07-00001368 Date 11/20/07 939696 932 E FRONT ST 06-30-00-7-2-0200-0000- ELECTRICAL ONLY COMMERCIAL ARTERIAL o Owner Contractor I R V RENTALS INC 934 E FRONT ST PORT ANGELES WA 983624015 CHECKPOINT SECURITY 8180 UPLAND CIRCLE CHANHASSEN MN GAYLORD MN 55334 (800) 888-4443 Permit ELECTRICAL NEW COMMERICAL Additional desc Permit pin number 116095 Permit Fee 95.00 Plan Check Fee Issue Date 11/20/07 Valuation Expiration Date 5/18/08 .00 o Qty 1. 00 5.00 Unit Charge 40.0000 11.0000 EL-LOW VOLT SYS <=2500 SQFT EL-LOW VOLT SYS >2500 SQFT Per Extension 40.00 55.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95.00 95.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 95.00 95.00 .00 .00 " -9 vJ ~ f\\ ~ ::; "T- V) -t- INSPECTION ELECTRICAL TYPE DA TE: RESULTS: INSPECTOR: DITCH SERVICE . ROUGH - IN FINAL IJ /Z.1/6L f>r~ . . k> .~ COMMENTS: l..:.l.l 1. UJ:' .t'UK.l 1-ll\J\JC.LJC;:' 321 E 5TH STREET P.O. BOX 1150 PORT ANGELES WA 98362 C E R T I FIe ATE o F o C CUP A N C Y T E M P 0 R A R Y Issue Date Expiration Date 11/09/07 11/30/07 Parcel Number . Property Address 06-30-00-7-2-0200-0000- 932 E FRONT ST PORT ANGELES WA 98362 Subdivision Name Legal Description Property Zoning WILLIAMS & CRAMERS SUBDIVISION LTS 1&2 BL 2 COMMERCIAL ARTERIAL Owner . SEG Port Angeles, LLC Contractor FISHER/SONS INC 360 757-4094 Application number 07-00000043 000 000 Description of Work COMM NEW CONST Construction type Occupancy type Flood Zone Special conditions November 9, 2007 finish items for co shelving and stock'n VOID UNLESS SIG BY BUILDING OFFICIAL Approved Nr- 0 , '" 0 , .... .... r.<lr.<l "E-< ..;..; "'0 .,.0 "'0 0'" "'N , , r-LIl LIlr- r-N 0\0 \00 >< "'N ..:l ~ r.<l H :> ..:l H r.<lr.<l E-< 0 ZZ r.<lCll ~ 00 ~r.<l :I::I: 8~ CIl "'''' E-<..., Z O~ HO E-<E-< VV 1>11>1 "'''' CIlCll e::~ E-< CIl Z , 0 oV Vo ..:lo~ ..:l01>1 , , Z -0 tIlo:E U<VN~ '" E-< Z..--lOO 0 CIl H OJ 'V CllN LIl E-< CIl s:: , '" LIl Z Z";r-.,. OCllO '0 '" o::zm,uoo CIl ~tiI.........s...oo 1>1 1>1 ~ 0 , 0 -..:l ~o::tiIo..oo r-r.<l ,,:I: "'0 0" NH(J)C) , , ~~ I""l~Htill..Or-- C"\;:t~CJ)OO 0 'E-< ....~ ~ ~ ....0 'Ill ~ '1>1 '" ZO III 0 E-< .~ 1>1~ CIl -V ~O CIlE-<"; ..:lZ ..; gJ~!':&ltJ..:l "'>< 1>1E-< OZZZ~'" ~H ~1>10~";'" "'V E-<VO"'''; rl rl .~ , rl rl '" :. 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Cl .. r-l t'J .. 0:: 0 N W ~O) 1:J~ t::Om I ~Oto:t'~O'\ I ~oqoa:z..Olflf-4 OOr-lOo.riOor-lomOQOr-lOOWNI 0:: 0'\0::: 000::: O'\o::Z 0:: 0'\0:::: 0:: r--W Hr--~Hr--~Hr--~HHr--Hr--~Hr--H~~~ ~oo~oE~oo':::(Zo,:::(oo,:::(o,:::( l(1) UOI..OUO UOI..OUOOUOI..OUOUHMCI) HNMHN......HNMHONHNMHNHCUlflW ~~M~~~~~M~~~~~M~~~~"'~ 5~~a~~u~~D~~D~~D~D~SU wrof-1wro~WOOf-1Wa:z..ooWO'\f-1WO'\WO,:::("""" ~OCl)~a'rl~aCl)~,:::(a~oCl)~o~ZOt,:::( m..; P<Q ...:l ...:lP< ...,..; ~ Ii ...:l ...:lP< ...,..; r-r- 00 "-"- \D\D .-<.-< "-"- CD CD r-r- 00 "-"- mm .-< .-< "-"- m m r-r- 00 "-"- 00 "'''' "-"- CDCD o rn "- P< >< E-< .-< o .-< o '" o "" o .-< M :>: .-< M :>: P: M :>: .-< M :>: rn M E-< o Z Q ~ rn E-< Z M :>: :>: o U ELECTRICAL PERMIT AND INSPECTION RECORD CITY OF PORT ANGELES 360-417-4735 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property zoning . . . Application valuation 07-00001257 Date 10/31/07 011263 932 E FRONT ST 06-30-00-7-2-0200-0000- ELECTRICAL ONLY COMMERCIAL ARTERIAL o Owner Contractor I R V RENTALS INC 934 E FRONT ST PORT ANGELES WA 983624015 ZEUS COMMUNICATIONS 6453 N DOVER RD OTIS ORCHARDS WA 99027 (509) 276-4949 Permit . . . . . Additional desc . Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW COMMERICAL ZEUS COMM./ VOICE DATA COAX SP 114264 ZEUS COMMUNICATIONS 95.00 Plan Check Fee 10/31/07 Valuation 4/28/08 .00 o Qty 1. 00 5.00 Unit Charge 40.0000 11".0000 Extension 40.00 55.00 Per EL-LOW VOLT SYS <=2500 SQFT EL-LOW VOLT SYS >2500 SQFT Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95.00 95.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 95.00 95.00 .00 .00 .~ vJ ~ fT) ;' 5 -Y- (j) ~ INSPECTION ELECTRICAL TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH - IN FINAL II} z.,DjO{ cA? ~ COMMENTS: [ (11/0"6!?,Oq~ ).~~9lQ~6!i! - tE: tr~e~ at W~gIeen . Port ~f)geles _ From: To: Date: Subject: <akem i@terraformadesigngroup.com> "'Scott Johns'" <Sjohns@cityofpa.us> 10/30/20073:39 PM RE: trees at Walgreen Port Angeles Hi, I have a call into the contractor to verify the Acer Rubrum was installed and if he used a specific variety. I will let you know once I hear back from him. Thanks- Akemi Sakaida Terraforma Design Group, Inc. Phone: 206-923-0590 Fax:206-923-3507 -----Original Message----- From: Scott Johns [mailto:Sjohns@cityofpa.us] Sent: Tuesday, October 30, 2007 8:56 AM To: akemi@terraformadesigngroup.com Subject: trees at Walgreen Port Angeles Akemi, the street trees along Front Street in Port Angeles fronting the new Walgreen store are in and look good. Thanks for the good work. Could you please verify the tree's species and variety for our inventory purposes? Also, I only have your first name. What is your full name for our contact file? Thank you Scott K. 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Application valuation 07-00001134 Date 10/lS/07 994434 932 E FRONT ST 06-30-00-7-2-0200-0000- ELECTRICAL ONLY COMMERCIAL ARTERIAL o Owner Contractor I R V RENTALS INC 934 E FRONT ST PORT ANGELES OWNER WA 9S3624015 permi t . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date ELECTRICAL SIGN HANSON'S SIGNS/ 112250 243.00 10/lS/07 4/15/0S PERMITS 14 SIGNS Plan Check Fee Valuation .00 o Qty 1. 00 13.00 Unit Charge Per 35.0000 ECH 16..0000 ECH Extension 35.00 20S.00 EL-COMM-IST SIGN EL-COMM-ADD SIGN Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 243.00 243.00 .00 .00 plan Check Total .00 .00 .00 .00 Grand Total 243.00 243.00 .00 .00 ~ '-N ~ ~ \\ ~ z 1 ~ 'I. ~ INSPECTION ELECTRICAL TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH - IN FINAL po., c.. u 1l!~/67 ~? .~ COMMENTS: Mf- a "- 0\ r< "- 0\ ~~ ClE-< <>:<>: 0.101 ",a O\a aco "'N , , f-.n .nf- f-N a\O \Oa >< MN ..:I ~ ~ H :> ..:I H ~~ E-< 101 ZZ ~CIl gj 00 ~~ :I::I: 8~ CIl 0.0. E-<':l Z O~ HO E-<E-< UU ~~ 0.0. 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E-< >< ~ Z o E-< Z o 101 ~ ~ Z H E-< Z o U , , , , , $ r- a "- '" r< "- '" M a .-< ~ :;: f ,ORT ~ $:'O~~~ rea ~-- ~~ CITY OF PORT ANGELES PUBLIC WORKS - UTILITIES DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 o ,.--J , ...9 ~ ..L Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 07-00000934 Date 8/20/07 200076 932 E FRONT ST 06-30-00-7-2-0200-0000- PUBLIC WORKS UTI LITES COMMERCIAL ARTERIAL o Owner Contractor SEG PORT ANGELES LLC 845 106TH AVE NE, STE 100 BELLEVUE WA 98004 OWNER Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date RIGHT OF WAY TEMP ALLEY CLOSURE, POWER INST 108746 70.00 plan Check Fee 8/20/07 Valuation 2/16/08 .00 o Qty Unit Charge Per BASE FEE Extension 70.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 .-S:l \}'J \'l IT\ :r :s ~ \fJ :i- 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 construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) . Date T:\Policies\1102.15R [1/05] PERMIT INSPECTION RECORD CALL 417-4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE 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 YES I NO PW UTILITIES (Engineering Division) WATERLINE 1 METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB & GUTTER DRIVEWAY APPROACH BACK.FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO 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\1102.15R [1/05] ~ r-r- o "- o N "- ro MM (.')E-< <(<( 0,0 >< "' ~ M H "' E-< Mrn :<:M ~~ E-<'":> Z .. O~ HO E-<E-< UU MM 0,0, rnrn ~~ o LJ) M N o Hrn M -", r-M 0(.') 6~ N "-E-< ro~ o 0, o M~ ~O <( 0,>< ME-< ~H o,U o o ro N , LJ) r- N ID o N > H o gJ rn MM ZZ 00 :z::z: 0,0, E-< rn E-< Z orn ~Z ~M M MI>: (.') 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(j p::: O-l~~O Z...-tZr-- C!Jw (jOO'<;7'(I)'Oj' H""HO ZE-t Z Z .. m " I" H ~ ~~ ~H6~~ ~~~OO m~ Q ~g~ ~ ..:logo~~~ Sr--I..OH r--~r-- p..r--g["--~~ 000+00 0 Clc 0 I Cl ~~~m~~~~ 5~g~~~~ H..........l..O,c(Cf).........H.......... O'H..........'<;f'IU) o:lO'\<<::t'HwOmN P=:NlX!OO ::r:w ~~:E;~5~~~:E9~~~gg5 H~HZW~Hl..OHZ~HOOOOW I 'O"".O'O"HO'OO..~ ..:l ..:l ..:l\: HO-l Hp.. H , ~,c( ~~ ~ : ~.~ o o .. M "'..:l 0<>: ~ ~~ ::;:'" H..:l E-< ::;: 0. <0 ..: ..:lo enN Z o H E-'l> H o H o H o H ..:l '" 'l> ..:l 0. N ..:l 0. f ,"OAT ~ $~O~~~ lr..a lL ~ ~ ~,,~ 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 07-00000871 Date 227424 932 E FRONT ST '06-30-00-7-2-0200-0000- WALGREENS 8/07/07 SIGNS COMMERCIAL ARTERIAL 25000 Owner Contractor SEG PORT ANGELES LLC 845 106TH AVE NE STE. 100 BELLEVUE WA 98004 HANSON SIGN CO. POBOX 928 SILVERDALE SILVERDALE (360) 613-9550 WA 98383 Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date ELECTRICAL SIGN PERMITS 11 ILLUMINATED SIGNS 107722 195.00 Plan Check Fee 8/07/07 Valuation 2/03/08 .00 25000 Qty 1. 00 10.00 Unit Charge Per 35.0000 ECH EL-COMM-1ST SIGN 16.0000 ECH EL-COMM-ADD SIGN Extension 35.00 160.00 Special Notes and Comments 08/06/2007 05:11 PM SROBERDS --The proposal will result in a sign package for a commercial use in the CA zone. Total signage for the site is 314 sq. ft. A 130 sq. ft. is included. No land use issues anticipated. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 195.00 195.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 195.00 195.00 .00 .00 ~ ~/ /' o ~ ~\ ~ 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 construction or the performance of construction. y Signature of Owner (if owner is builder) Date T:IPolicieslll02_15 building pennit inspection record05.wpd [114/2005] BUILDING PERMIT INSPECTION RECORD o CALL417-4815 FOR BUILDING INSPECTIONS. CALL 4]7-4735 FOR ELECTRICALINSPECTIONS. ~ CALL 417-4807 FOR PUBLIC WORKS UTILITIES , PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER. INSULATE OR CONCEAL ANJ' WORK BEFORE 00 INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCA TION. ....j KEEP PERMIT CARD AND APPROVED PLANS AT .lOB SITE. __ INSI'ECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS SHEAR WALLS / WALLS FOUNDA TION DRATNAGE / DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR / SLAB ROUGH-TN WATER UNE (METER TO BLDG) GAS LINE FINAL DATE ACCEPTED BY: BACK FLOW / WATER AIR SEAL WALLS CEILING FRAMING JOISTS / GJRl)ERS SHEAR W ALL/HOLD DOWNS WALLS / ROOF / CEILING DRYWALL (INTERJOR BRACED PANEL ONLY) T-BAR INSULA nON SLAB WALL / FLOOR / CEILING MECHANICAL ROUGH-IN HEAT PUMP / FURNACE / DUCTS GAS LINE FINAL DATE ACCEPTED BY: WOOD STOVE / PELLET / CHIMNEY MANUFACTURED HOMES FOOTING / SLAB BLOCKING & HOLD DOWNS SKJRTING PLANNING DEPT. SEPARATE PERMIT #'s SEPA: PARKING/LIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTIUCAL - LIGHT DEPT. 417-4735 ELECTRJCAL LIGHT DEPT CONSTRUCTION R.W./PW/ CONSTRUCTION - R.W. ENGINEERING 417-4807 PW /ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING Ih--n..t\J I~l'l .-Q vJ f'J fT1 ~ ~ V) + o I:- ~ ~ ~ If) -,. ~ :5 V) T:\Policies\1102 15 bUlldmg penTIlt mspectlOn record05.wpd [1/412005] <::.. ",r- o -.... r- o -.... 00 WW '-'E-< <(<( 0.0 >< ..:1 ~ W H ..:1 E-< WUl :.:W ~~ E-<..., Z O~ HO E-<E-< UU WW 0.0. UlUl ~~ r- M M M o MUl W -..:1 r-W 0'-' ~~ o -....E-< oo~ o 0. o W'" ~O <( 0.>< WE-< ~H o.U > H o gJ (I] WW ZZ 00 :I::I: 0.0. E-< Ul E-< Z Oul l>:Z o.w W W~ '-' "'..:1 M<( 0\3: E-< (I] Z '0 oU Uo ..:103: ..:1oW 'Z -0 ",0::;: OJ"'::;: .....00 OJ , U 01'" s:: ' M <(r-", '0 '"'00 1-<00 0'0 0.00 MO '-' , , W\Dr- uloO ~ 'W 00 .~ UlE-<<( ..:1Z gj~~&H:J..:1 OZZZ~O. OW03:<(o. <(E-<UOo.<( ~ . 00 ~ zo E-< (I] -u o o 00 '" , Lil r- '" \D o '" ul' E-< Z W ~Z~ HOO lu E~ HE-< ~..:1 8~~ ww 10~ E-< H ~o.~ "'ul~ Zul ClHW iZi ~ H B HOO ~ww 00E-<E-< ulW OW..:1 o~o. 0::;: wo UI>:U '" 00 E-< i '" , , , , , , , , ~~ ~t , , ::;: , , , , ~ : : o , , o , , .. 1 I ...... I :E I ...... I tlt I , , ~I ~ 01 ,::( I 0 I I 0 .. 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M.-i MM -....-.... r-r- ..... o 0 ul -.... 0. .-i >< ..:1 E-< <Il M o '" o M o M o M o H ~ ..:1 00 H I>: ..:1 00 M ..:1 00 3: f3 00 H ~ ..:1 00 ul W E-< o Z o ~ ul E-< Z W ::;: ::;: o U CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 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 07-00000865 Date 313640 932 E FRONT ST 06-30-00-7-2-0200-~000- WALGREENS FIRE ALARM SYSTEM 7/31/07 COMMERCIAL ARTERIAL 7000 Owner Contractor SEG PORT ANGELES, LLC 845 106TH AVE NE STE.#100 BELLEVUE WA 98004 (206) 276-2800 STRAITS ELECTRIC PO BOX 2914 PORT ANGELES (360) 452-9104 WA 98362 Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date . FIRE ALARM SYSTEM FIRE ALARM SYSTEM 107664 150.00 Plan Check Fee 7/31/07 Valuation 1/27/08 .00 0' Qty 1. 00 1. 00 Unit. Charge 'Per 100.0000 ECH FIRE INSPECTION & TESTING 50.0000 ECH FIRE ALARM PLAN REVIEW Extension .' 100.00 50.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 150.00 150.00 .00 .00 Plan Check Total . . '.00' .00 .00 .00 ......- Grand Total 150.00 150.00 .00 .00 /:;i /o:<f1v- 30 "0> This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 180 days from the last inspection. I hereby certify that I have read and examimrl this application and know the same to be true and correct. All provisions of recognized standards, laws and ordinances governing this type of work will be compled with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel e roisions of any state or local law regulating the work specified in the perm it. -.--. -.. fII. - ~-' . .... ~ 61 U / tor or Authorized Age t Date ~ignature of Owner (if Owner is builder) Date _ _-mr;'''__ ... .~_ ..J ~ o -J I cO 6""" Ca11360-417-4655 for fire inspections. Please provide a minimum 24-hour notice. It is unlawful to cover, insulate 0'\ or conceal any work before inspected and accepted. Post permit in a conspicuous location. FIRE PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final FIRE ALARM Rough-in inspection Alarm final lo-3o~c>1 K bC) LP-GAS Completed by Contractor: Underground piping inspection/pressure test Test # 1 Above ground piping inspection/pressure test Piping pressure test pSI Time initiated Tank (container) inspection Test #2 Appliance inspection Piping pressure test pSI Time initiated LP-gas final UNDERGROUND STORAGE TANK (UST) ABANDONMENT Removal of flammable/combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final Inspection Type I Date Passed I Comments J2 I.J'l ~ Hl \ ~ ~. + ~ r-... <" '- ~ 1 :!Y GENERAL COMMENTS: :t\ ~ '):> f 3 2/15/00 enr- o , M ,., , r- MM elE-< <(<( 0<0 >< ...:l ~ M H ...:l E-< MUJ '-'M 8~ E-<'J Z .. 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H 0 HI to ~ ~ WI I 0 ~ I I I .. ~ a Z I 1m ~ ~o 01 10 ::I: Z" I I ~ Hm Z :M~ 0 8880~ ~ ~ 08 ,:,:~ .:I: :I::I:...:l"~ ...:l...:l ~ M:I: 'Hel ZE-< E-<E-<UMel ...:l ~ el <IlE-< 'E-<~ ...:l8~ ~~~~~ ~ ~ ~ ...:l~ 0< ME-<<Il <Il<Il E-<O< ril...:l 0< '-'...:l<Il ...:l rilUo< 0<0<"'...:l E-<E-<'J...:l ~HO< Q ~~ 0 WH O~ Z m~ ~m 3 ~~ ,~~S~~~5~ 3z~5~ ~~~ o H H I H ~O H P:::E--i o lOZ E-< NE-< Z E-< ZU ~N~O~MU~~ UM O::I:~MUO OM.-l OMHZ~OO~~P:::W~ 0E--10nW..-l W~M 5~7~z~~;~~~~~ ~~G~~~~~~; HOM~~rlZOOWZO~ E--iZMoZo~ He E--i m~o H ~H M ~ ~ H rl Q m~m ~ MW~ rl ~~ rl~~ Z MooQ Qr-- I Z r--et::r---r--Hn::r-- I t;Ozr--o::r-- I Z~r--Hr-- I ~ 5g~H~g~gg~~g~ O~Hg~g~~~g~g~~E--i ONM~~NWNN3WNM O::~HNWNMO::WNP:::NMOW ~, ZOO,O::" 0::, QH~'O::' ~,~, 3M MWHW~ OO~ rlMH HHrl riWn::WN OWHH 0N~~~NOMMUOM>WH UOOrl>~ rlQM>WH O'WOO'O"OQ'WWH;W'Q'W~W'Q'WWO:: H~E--iOW~H~~HH~~E--iH~~~H~E--iW::I:~Hr--E--i~~ ~om~o::orooOmmoOOm3rlWorooWP:::E--ioroooooow ~ .ril <Il .~ 00 E-< Z ril ~Z~ ....00 U; ~~ HE-< ~...:l 8g~ MM 10~ E-< .... ~O<~ 0<00::> ZUJ ~HM Ii!: ~ .... 9 S&l&l <IlE-<E-< UJM Oril...:l 0::>0< 0:': rilO U~U '" <Il E-< i '" :,: <( o o M M E-< <( lO o E-< !3 o 0< E-< 00 <Il0< 0<<( ...:l ...:l0< 'J<( ...:l ...:l0< 'J<( <Il0< 0<<( r-r- 00 " .,..,. NN " lOlt1 r-r- 00 " 00 ,.,,., " lOlO r-r- 00 " MM ,.,0 " lO\O r-r- 00 " NN MM " \0\0 o UJ , 0< >< E-< M o ,., o M o N o H ~ ...:l <Il H ~ ...:l <Il H ~ ...:l <Il M ...:l <Il ~ M ~ o E-< ril :I:Z E-<O H ZE-< HU M elo. :,: ZUJ 0. HZ lO~H \.Dr--O:::W MM~H .. rl m ~~!3~ ril ...:l ~ el ~ 0< ...:l *' ~F M o ,., ...:l <Il 00 ril E-< o Z o ~ UJ E-< Z ril :,: :,: o U KlEINFELDER SIEVE ANALYSIS - SPLIT ON #4 5 6 r-1 ~l D~ tl1is 8amPlehave 8 associated Grain-size analysis? ,! ,... (0 1'"2.... PERCENT OVERSIZE Tota' Sample <, , Weight (g) SOil.. .. TARE: ~ TARE: q SOIl: SOIl + TARE: TARE: SOlI..: ~i<'~ BLI Dyes II{ t" ONo 150.0 130.0 140.0 c ! l0- a 120.0 CI Q ~ o 110.0 ... ,... ;. 100.0 -_ _. : ".-.- "." _.....w,._'.. .._~, ...,. ..._....;;_...".......~ . .~ h '_.',.. .~ ," _", ~_'" 90.0 0% ., .,.' "', '" ." " . ":;-- ,..~-_...........'" ....._.:~.,,' ..'- "{ 10%15% Moisture Content 5% 20% 25% Re\lillWed by J date: ~ 3 I ...r::.. uJ 7 "" ~ p - t.P -) '~ \f) "-"'" .~ ~ \0IJ~f2~ ~ :J ..-r (/) + PORT ANGELES FIRE DEPARTMENT D"l./ r,1/1 ~ FIRE ALARM SYSTEM PLAN REVIEW Project Name: Walgreens Address: 932 East Front Street Plan # 07-08 I Installer: FE Moran Inc. I Date: 7.27.07 t"~] We have checked this plan and find that it conforms to the requirements of our codes and ordinances. Since this system is monitored by an off-site central station monitoring company, the building must be equipped with a KNOX locking keybox. Contact the Fire Department at 417-4653 for a KNOX order form and for mounting location information. The following comments apply to all systems: 1. All systems shall be installed per NFP A 72. 2. A final field acceptance test will be conducted before final approval. The field acceptance test will be a test of ALL system components. NOTE: Prior to the issuance ofa Certificate of Occupancy, compliance with the above conditions must be met. Reviewed by: ~LQG).~() 0 \ Building Department Copy Date: 1: 7.l7.07 fltj D D D Contractor/ Owner Copy Fire Department Copy Light Department KlEINFELDER SIEVE ANAL YSfS - SPLIT ON #4 PROJECT NAME: Port of Seaftle 3td Runway KA PROJECT NO.: 67027 7!Z:1!CJ7 7/Z'/67 :5:....A '" I 3" 2a-k. I lAB SAMPLE ID NO.: (";)c.oq "COO7" MATERIAL TYPE: Ulh\~1\.. SOURCE DESCRIPTION: ~ pit- AREA USED ON SITE: 1(9 c SAMPLED BY / DATE: e. Hq,yJ TESTBY/DATE: P.Wlwf'" SOIL DESCRIPTION: B~ Does this sample have a associated Grain..size analysis? DNo ('7:1) PERCENT OVERSIZE. Total Sample' Weight (g) SOIL + TARE: TARE: SOIl.: SOIL'" TARE: TARE: SOIL: G::" ! ~ ! 120.0 1lI Q ~ o 110.0 100.0 150.0 130.0 140.0 . ,...~ ,,- :~.; .. 90.0 0% 5% 100J, 15% MotlitUre Content 25% 20% R&Ylewed by J dale: . KLEIN FELDER SIEVE ANAL YS'S - SPLIT ON #4 PROJECT NAME: Port of SaaWe 3rd Runway KA PROJECT NO.: 670ZT SAMPLED BY I DATE: fCe.-ll\. 7/'2-4. TeST BY I DATE: e.M.. 7/z5 SOIL DeSCRIPTION: GoIbu1-PAy 5c.... U. , ,il,' ~~ t' . ~ I( lAB SAMPLE 10 NO.: Q C Ole (~ MATERIA!. TYPE: L.D~I"'" SOURCE DESCRIPTION: ~ AREA USED ON SITE: I b C, . 7" n. ~ I c1~y t- Ic..n C '" 6 7 C9L1 Does this sample have a associated Grain-stze anal)'sis? PERCENT OvERS1ZE Total SampJe Weight (g) SOIl + TARE: TARE: .Ves 5LL. . DNo 150.0 ,~_:;.' . ~ ":'~: . to:' ! ~ i 120.0 Q ~ o 140.0 son..: Pol'tion > %.. SIeve SOIl. .. TARE: TARE: SOlI.: 130.0 ::t~}B::;=~ .. , ", - - ,~,.. '~"1- . ~. ....~.: ~, 'i <_ _.~.. _'... ..... 110.0 '/ -~ 100.0 ... ...~...-..".,:.. '........ ~ .. 90.0 0% " .. .1. ", '-:~f~... ..~: 5% 10% 15% Mot$tUte Content 20% 25% RevlftW8d by J data: BUILDING PERMIT - APPLICATION FOR OFFICw... USE ONLY: Date Rec.: 0-' - 2.. ,-\-01 Permit #: () 1- S3 b!:S Date Approved: t - LI-D Date Issued: I - ?> I ~O Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. If you have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 .. Applicant or Agent: '-- J v.J; ~ G Phone: l- Owne;: 26 8ftLL~ ~ Phone: ttJp-. 2- 7lj;;- 22"DD Address 'iN: 5 I ()ljth ~~II.e,vue.., I w 1'< Zip: 4 '6f!J!f ArchitectlEmrineer: s~ \00 - Phone: Contractor,3-iml5 fi-ec!n C State license #: <:!;TqA-I/3tOIIOSfu:P q ILD Phone q~ ~'7IQZj Admess 'P ))J3'0Y L!1.!'f. , Cityi ~, , ~ -ed/oJ \Zip cr; {; 3hZ- PROJECT ADDRES~E FriJh T :Jrt:cx.-r L wad zoNING: LEGAL DESCRlPTION: Lot: Block: Subdivision: CLALLAM COUNTY PARCEL NUMBER: TYPE OF WO:RK: o Residential 0 New Constr. 0 Re-roof 0 Stove o Multi-family 0 Addition 0 Move 0 Garage )if Commercial 0 Remodel 0 Demolition 0 Deck o Repair 0 Sign 0 Other BRIEF DESCRIPTION OF THE PROJECT: ,Fli-e it! ~rm Sy's-I-e. m SIZE/VALUATION: SF. @$ /SF. = $ SF. @ $ /SF. = $ SF. @ $ /SF. = $ TOTAL VALUATION $ 7DOD,()O ()hut Existing Sq. Ft. Construction Type: = TOTAL Sq. Ft. COMMERClAL/RESIDENTIAL: Occupancy Group: Occupant Load: & Proposed Sq. Ft. No. of Stories: Lot Size: Tota110t coverage % PLANNING USE ONLY: APPROVALS: I PLAN: BLDG: DP"WU: ESAlWet1and(s): 0 Yes 0 No SEP A Checklist required? 0 Yes 0 No Other: FffiE: 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 CRECK FEE: JF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. - EXPIRATION OF PLAN REVJEW: If no permit is issued within 180 days ofthe date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section R105.3.2 of the International BuildinglResidential Code, 2003). No application can be extended more than once. ~j ed this application and know the same to be true and correct. I am authorized to t . is my responsibility to determine what permits are required ,not the City's, and that I T:\FORMS\BldgPermitform.wpd Applicant Date: I-Z3-ul ,..,,-, _ 0 f_ c: BUILDING PERMIT - APPLICATION ,1 Fill out COMPLETELY and in INK. Your application and site plan MUST ~i t COMPLETE to be accepted for review. If you have any questions, caul I l PERMITS (360) 417-4815 FAX(360)417-4711 { ~ Phone: ..3foO-lR /3 -q 6S 0 FOR OFFICIAL USE ONLY: Date Rec.:{ - 24-07 P""''', C>~ Date Approved: , ~ DateIssued: 0 % -0 1~ 01 ". Applicant or Agent: (20/fb.(( ~ t11ajeV Owner:SE~ POrt- AY\8..~Je~ L L~ Address: 84 ~ 1[1a~ Au e AI f Sk JoDcity:~1 e U u.e. Phone: zip:3 8DO 4 I Wl't Phone: State License #:Hl11JSDI~ I J J Exp:sl g /0 K City: 0; J () e vd al €.. I W t'l ~ F fotJf 6-t (\'\10..\ '3'fi'RJf\S) ZONING: LEGAL DESCRIPTION: Lot: Block: Subdivision: CLALLAM COUNTY PARCEL NUMBER: {)~"3 ODD 7,1C20DDOO(J Architect/Engineer: ~:=:f.~~~S:: ~t: PROJECT ADDRESS:~ 3d ~ Phoned ~ -M-3 -9sso Zip: q~~~ R-3 SIZENALUATION, _ .p~ '" I .I _/I).,\eSI SF.@$ :::J~~ SF.@$ c /SF.=$ SF. @ $ /SF. = $ TOTAL VALUATION $ ;2S}~~ f}~Qd . TYPE OF WORK: o Residential 0 New Constr. 0 Re-roof 0 Stove o Multi-family 0 Addition 0 Move 0 Garage JX Commercial 0 Remodel 0 Demolition 0 Deck o Repair ~ Sign 0 Other BRIEF DESCRIPTION OF THE PROJECT: --..U S(~1)S 5 ErE Occupant Load: & Proposed Sq. Ft. Construction Type: = TOTAL Sq. Ft. COMMERCIAL/RESIDENTIAL: Occupancy Group: No. of Stories: Lot Size: Existing Sq. Ft. Total lot coverage % APPROVALS: PLAN: BLDG: DPWU: FIRE:- OTHER:_ PLANNING 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 time the building permit application and construction plans are submitted All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: Ifno permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section RI05.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. T:\FORMS\BldgPennitAppl.. wpd 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 required ,not the City's, and that I must obtain such permits prior to work. APPlican,,(1 ..M'~ IY(~ Date: 1/1 q It) 7 /' . . W ALGREENS SIGNS SIZE & V ALUr; PROJECT DISCRIPTION o ,-~ \~ C? ~ J ~ /9of1 1) 3 Walgreens signs ~~ a. 2 sign~ are 59" x 33' 4 W~~F per si~ These are on the N & W elevatIons. I~L I---~ b. 1 sign is 36 Ih" x 20'8 ~~~~s is on the E elevation. 2) 2 Pharmacy signs a. Both are 18" x 12' 1 0"= 19 .2SF per sign. These are on the N & W elevations. 3) 2 Photo signs a. Both are 18" x 7'9"= 11.6SF per sign. These are on the N & W elevations. 2 24HR signs a. Both are 18" x 6'2"= 9.3 SF per sign. These are on the N & Welevations. 5) 1 Drive Thru & 1 Exit sign ,.., () Py-i a. Both are 18" x 4'= 6SF per sign. These will be on the S elevation. ~ ' /D~ r~ Pi 6) 1 Pole sign a. This sign will be 25' tall. This will be on the NW comer-of-the property. The top sign (Walgreens) will be 10'4 y," x ~~V . (Y'-/' b. The LED reader board will be 3'8" x 10'11"- 40. . SF. If . .nYl - gl '""I'. The total value of all the signs is about $25,000. J 3D' PROJECT DISCRIPTION: We will be installing 9 wall signs that will be illuminated channel letters. The signs will be placed on the sides of the elevations described above. A pole sign is a d/filluminate sign & this will be placed on the NW side of the building approx. 26' from W comer of property and 9'2 W' from sidewalk. The lot size is 140' x 250'. 7)-- ~~ to-~~ V --e- I ~ C U.vl~7 ~ 32 -2 .~ =: /.a (p -= /'I/ft ~~S uJ . \ 4 d\ ~,-0- o )J . oJ"'- . J--O~'b ~ s~ ~ j... l Q--' .. ... J I ' . ~j . " J.a~ z o ~ > UJ ..J UJ UJ Cl in ~ UJ ~ I- VI z o ~ > UJ ..J UJ !z o ~ u.. . } ~ I / ~ ~ z o i= ~ UJ ..J UJ UJ Q VI . _1K1f.~.ll~~ItItIi>)~1k 2405 140th Avenue NE, Suite A 101 Bellevue, WA 98005 (425) 562-4200 Phone (425) 562-4201 Fax COMPRESSION TEST REPORT REPORT DA TE REPORT TO 7/24/2007 PROJECT NO. 83335 PROJECT NAME Walgreens LOCA TlON Port Angeles, WA PERMIT NO. TASK NO. MAT MA TERIAL TYPE SUPPLIER MIX DESIGN NO. DESIGN STRENGTH Mortar Cylinder ASTM Fred Hill Materials Type "S" Mortar CEMENT TYPE CEMENT FACTOR MAX SIZE AGG (in.) ADMIXTURES Type I & II 1,800 PSI SAMPLE LOCA TlON: Masonry, Mortar CONTRACTOR Fisher and Sons TRUCK/TICKETILOAD DA TE SAMPLED 6/11/2007 SAMPLED BY Kim Swanson SUBMITTED BY Kim Swanson TIME BA TCHED TIME SAMPLED TIME IN TRUCK DA TE RECEIVED INITIAL CURE TEMP. MEASURED SPECIFIED SLUMP (in.) ASTM C143 SLUMP WI PLASTICIZER (IN.) AIR TEMPERA TURE (oF) MIX TEMPERA TURE (oF) ASTM C1064 AIR CONTENT (%) ASTM C231 UNIT WEIGHT (pet) ASTM C138 BA TCH SIZE (ey) WA TER ADDED ONSITE (gal) DATE AGE AREA UL TIMA TE COMPRESSIVE REQUIRED FRACTURE SAMPLE NUMBER DIMENSIONS (in.) STRENGTH TESTED (days) (inz) LOAD (Ibs.} STRENGTH (psi) (psi) TYPE 7935 A 6/18/2007 7 1.99 x 4.01 x 3.11 5,200 1670 2 7935 B 7/9/2007 28 1.99 x 3.9 x 3.11 6730 2160 1800 5 7935 C 7/9/2007 28 2 x 3.88 x 3.14 7190 2290 1800 5 D x x E x x F x x G x x H x x AVERAGE 28 DA Y STRENGTH (psi): 2220 REMARKS,CC: ..-1- Reviewed By: J Date: ~ A. Revard, C.E.T./ Laboratory ManagerfTechnical Director 24,2007 Unless prior arrangements have been made, all HOLD specimens will be discarded if required strength is attained. As a mutual protection to our c1ienls and ourselves. all reports submiMed are Ihe confidential property of our clients and aulhorizalion for publication of statements, conclusions. or extracts from our reports are reserved pending our wriMen approval. (c) Kleinfelder West, Inc. .. ~UL-24-07 TUE 04:49 PM 27 FAX NO, 18585587636 p, 01/03 ~ KLEINFELDER WEST, INC. 2405140th Avenue NE Suite A101 BeJlevue, WA 98005 \I"lf;.t)~.b\~::1.rL~t.o:~w'~,;,~~,,~"i:lr.'~~ ~ ..." 1 ~ ,~ ~ :1 I .... ~ ~ "~~ : . ..~~ .~.~ ,~-~..' KLEINFEL.D~R WEST,. IN To b 1e.. \42.- Name 'fi ~S \v.r ~ ~oM Company Address or branch office . f;bo Lf 1'7 30/9- Fax number I Date: '7~ Zl.{~'1 Time: ~.':37 Total Pages On eluding cover sheet): 3 \S\~. From: Name RECEIVED . I AUG 2 2 20071 . ~ CITY OF PORT ANGELES BUILDING DIVISION ~0~sl< 425-562-4200 if 425-5624201 Fax www.kleinfelder.com Original Will Follow: ~ Original Will Not Follow: 0 Sent By: Special Instructions: WARNING: Information providlJd vIa electronir; mctdill Is not guaranteed against defects. Including translation and transmission ellors. In additIon, this f!IDCtronlc communlc3tlon ilnd Its attachments ;Ire forwarded to YOIl without pllssing through our stMd.lfd review process. Design data and recommendations Included herein should not be IIsed fof fin:J/ d~slgn. If the road()r Is not the Intended recipient, yOU arc hereby notiffed that 3ny d/sseminatil)fI. dlsrrlblltion Of copyln'} of this communicatIon is sfridly pro1rlbifed. If you /lave received this Informat/on /n errof, please nQtlfy tile sender Immediately. If there are any problems' receiving this transmission, please call 425~562~4200. o ....J \ ..s:: ~. --0 \J'l f'J m ~ ~ ~. 2:. ~ - ] ~ UCAT I>.LOGIFoRMSII'AX COVER SH~ET WITH DISClAIMER.DOC , ~UL-24-07 rUE 04:49 PM 27 FAX NQ 18585587636 p, 02/03 KLEINFELDER Daily Field Report (DFR) Project Name Walqr:./ilen's Port Anqole~ Project No. 833351 MAT Date 7/20/0] Contractor_ Walareen's Technician _Time Arrived__ 11 :00 Time Departod 13:00 Project Location SE Corner of R:iice St. 8. Hwv 101_ Bmd Kochanski Mileage 5 HR 181 Weather Cloudy Travel Time Earthwork Eql.Jipment Observed DFR Given to (or left al) Reviewed by DFR No. Total Time_LHR __Date Reviewed Observations/Remarks: Arrived on~tl~ per contractor's reQuest to test the floor of the new Walq~een's buildinQ for flatne~ 8. levelness. Testing was performed with a Dipstick Floor ProtiUm, Device in accordance with ASTM E'! 155. Specific~tions for the surface tolerances on oage 03310-6 section 3.04 A of the WaLareen's Specification Manual are as follows: FF = 30 & FL 20 overall composite & FF = 20 8. FL 15 Minimum per section. Please refer to map for general run placement 8. the attached data sheet for run F numbers & composite F numbers. I I I I I --T-----~---T-------i--- I I I I I I I I I 5 I I I I I I I I I .-T---------T-------i--- I I I I I I I I I 4 I I I I I I .-+----~----+~------~--- I I I I I I 1 2 61 3 NOTE: ODservallonl\, p",./tllil evalualions, and/or rccornHlcMaliOns (il opplic3blEl) provided hereln have not boen reviowOd by an cnuinccr {Ind. tllerefore, should be considered preliminary and sub]cctlO change, Brad Kochanski Page 1 of 1 Klainfelder ReDr~sentatiye Print Name 1- ~- , ~UL-24-07 rUE 04:49 PM 27 Job: Walgreen's Port Angeles Surface: Floor Combined Section Section: Floor FAX NO, 18585587636 P. 03/03 ..........___........----...........----..........-----...._..____...........-____......_______..___.---__........-____..........----__........____...._...--__a_...--___... Specified FF: 30.00 Specified FL: 20.00 Min Local FF: 20.00 Min Local FL: 15.00 Measured FF: 38.43 <36.84 - 40.03> Measured FL: 52.17 <49.89 . 54.45> 31 percent exceeds minimum local FF of 20. 54 percent exceeds minimum local FL of 15. ._._______..___.._____...._.r---___...._.._____..._..._____...____-----....--.....-----........------...---...-----..--..---------...---------------........ Run Name 2 3 4 5 6 7 FF 46.83 <52.02-41.65> 43.18 <48.33-38.02> 52.66 <59.05-46.26> 32.84 <36.92-28.76> 30.98 <34.83-27.13> 34.86 <39.35-30.38> FL 55.70 <62.19-49.22> 60.46 <68.10-52.82> 84.68 <95.57.73.78> 44.17 <50.00-38.35> 41.03 <46.44-35.62> 50.41 <57.32-43.49> Readings 119 104 101 97 97 91 --..------..-----------...----------....--....----....-----------.--....-----....--....-----..---..-------.....----------...------..---..----...-......- 555 Z-Readings 609 Dipstick Readings CONFIRMATION #: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881-5812 REDMOND. WA 98073 FAX (425) 881-5441 :':::.:j,:::::':::,::.:.,:::..':.:::'::i,'i:::.:::::;'::::..:::.:.,.:::,::..:....:::.::'.::.:,:::..::,:.:.:.!::'::',:,::'::::.:'::::::::::"::::::::::::11:111::::111111:::::::::::!:::.,i'i::.::,::.:ji::.:':.:.:!:,:'::..:.::!,:,,:':"':::;":::...::.::..1:8::"'::::':'[~""~:::~:::II.:!':::':;'::".. FILENO: I) -; -- l:.s 2... I DATE: I I] J '. I. v ()-:l PROJECT: : I/o / ,It I G=' /7 .('" (" .,./1) ADDRESS: :..' T"f "-. t;;:- I~ If':..J 1 ( r CITY: .. ..,Pc')I(',-- I'll'.l/. <,{{"j ENGINEER: .... f}C! <?!:: AI (. r l , .' re t:" ARCHITECT: : CONTRAcTOR: I:::: f ::; / 1 t!" r2 I .5~o 1_( OWNER: .., .... ..... ..... . n. ..n, ...... CLIENT: ATTN: ADDRESS: PERMIT NO: 0 7.- b () D C-i t.' 0 '7' ? I TlME:1 I TEMP:I Ci;(/ ..c /~.J /7rf"6fv~}-/~' /) F'{? Ie:.. / " / S /::>cc /IOA " .t::v.:. /(...-, ....-" I:: "' .'" ., <'; r I r !.' (") T l...-' /f r"" //V' -70/'/ (;J /:::' l(c '?-~ .(' ;(".11 j"" e ' T/( V C 5 5' p S /50'1 /""11 /.:\,/ {/I C C' ;; N'/ \,0 -":;-<1 i ._ l)e (" } ('.: AI? / /:J u /./ I) L elL) e i~.I.J'::; /1 AI t;) C /c'" I r~7 ,1-;"/ ^.t' r:. I i'j,A\ C("'l#-J ""'clC::.. 1..('''''';;5 /1/0:/1 If'O(')/:'-' ,..<1./7("/1- c...?,~::' /7-7-t?C.lI.A,I'IIC'/iC ,,? ,I r (-';'l (') ,r.,...,..) ~ Lt) e L.;) e f;t ') (:4 I IV It? (~_' 1/(:>(( T . ltJ ,. ,. o I {; 7 5--- ( . j /,") :.;z.'-"P'./ J t../ I' l../{j t) , ) C./ CJ I J /-6 /1 /j f( 01"/ ~,-- , - ~r',l{ ("00/7. . ~ I ' I A j 00 n IY1.A,A1 S e<?_ 5_) re. N (J/i (' // " . /1-1.. {. ///( S j/ec. 170,-vS' .4/( e /.,' ( r"~',vV ;<-"O//.'" 1~-7 l 1'.; /. /) /.; /', (/) f~"',? (') \7 ,<> c T' h) 1(5;'" I . (__,' '-...-, ~ ~- ... -.,1/ :.pC-I~.r-./1r/ /i;"~ ,) .;; lit. /1 I) r~' , I .4 (.,./5' !) J. / # /-1 I S (... -"-', ,/.... I 1/,/ //./ _._.,..{;?'-..t.--:-=::6-'.~.~.: ...t , INSPECTOR .~,-- /4'......../.., ,//.//-:// ....--rPt--~. "-.- ---'- ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND AAA. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL. WITHOUT THE WRITTEN CONSENT OF A.A.A. TESTING IS STRICTLY FORBIDDEN. . _1K~,l€.liN'If~~.~~1k 2405140th Avenue NE, Suite A101 Bellevue, WA 98005 (425) 562-4200 Phone (425) 562-4201 Fax COMPRESSION TEST REPORT REPORT DA TE REPORT TO 7/10/2007 PROJECT NO. 83335 PROJECT NAME Walgreens LOCA TlON Port Angeles. WA PERMIT NO. TASK NO. MAT MA TERIAL TYPE SUPPLIER MIX DESIGN NO. DESIGN STRENGTH Grout Cube ASTM , Fred Hill Materials 365A30.1 CEMENT TYPE CEMENT FACTOR MAX SIZE AGG (in.) ADMIXTURES Type I 2500 PSI 3/8 Inch Polyhead SAMPLE LOCA TION: Masonry CONTRACTOR Fisher and Sons/Keith Kuh TRUCKlTICKETILOAD 92 19492 DA TE SAMPLED 6/11/2007 SAMPLED BY Kim Swanson SUBMITTED BY Kim Swanson TIME BATCHED 2:18 TIME SAMPLED 3:00 TIME IN TRUCK 0;42 DA TE RECEIVED INITIAL CURE TEMP. SLUMP (in.) ASTM C143 SLUMP WI PLASTICIZER (IN.) AIR TEMPERA TURE (oF) MIX TEMPERA TURE (oF) ASTM C1064 AIR CONTENT (%) ASTM C231 UNIT WEIGHT (pet) ASTM C138 BA TCH SIZE (ey) WA TER ADDED ONSITE (gal) MEASURED SPECIFIED 10 55 74 8 DATE AGE AREA UL TIMA TE COMPRESSIVE REQUIRED FRACTURE SAMPLE NUMBER TESTED (days) DIMENSIONS (in.) (in 2 ) LOAD (Ibs.) STRENGTH (psi) STRENGTH TYPE (psi) 7936 A 6/18/2007 7 3.02 X 3.01 x 5.27 9.09 22,280 2450 4 7936 B 7/9/2007 28 2.97 X 2.98 X 5.92 8.85 25320 2860 2500 5 7936 C 7/9/2007 28 2.98 x 2.99 X 5.94 8.91 27670 3110 2500 3 D X X E x X F x x G x x H x x AVERAGE 28 DAY STRENGTH (psi): 2980 REMARKS,CC: YL-- .k- Reviewed By: rey A. Revard, CET./ Laboratory ManagerlTechnical Director D ; July 10. 2007 Unless prior arrangements have been made, all HOLD specimens will be discarded if required strength is attained. As a mutual protection to our clients and ourselves, all reports submitted are the confidential property of our clients and authorization for publication of statements, conclusions, or extracts from our reports are reserved pending our wrinen approval. (c) Kleinfelder West, Inc. . ' . JUL -05-07 THU 11: 59 AM 27 FAX NO, 18585587636 P. 01 ~... ,'t.... " . ~ ~. " ~ 1 , ~ ," ". :. ;"'.',', r ,I ',' ~ .,.::J : 'i ' , : I" ~ , " -"'''' " " ,\ ,! KLEINFEL,DER WEST, INC. To ~\€, Name Company Address or branch office '3bo 4(1- 301~ Fax number Date: 7-~-o7 Time: I\'~ Total Pages (including cover sheet): From: Name KLEINFELDER WEST, INC. 2405 140th Avenue NE Suite A101 Bellevue, WA 98005 425-5624200 if 425-562-4201 Fax WWW.kleinfelder.com Original Will Follow: ~ Original Will Not Follow: 0 Sent By: Special Instructions: WARNlN~: InformaUon provided vIa electronic medIa 1$ not guaranr~ed against d~f~cts, Including rrans/ationlmd transmIssIon errors. In addilion. thIs electronic communic:1tlon IfInd its :1tfachments tJrt! (orw/lrded to yOU wlrhout passing through our st:mdard tTlvlcw prc>cess. Design diita and recommendations Included hert/ln should not bIl used fc>r final desIgn. If the reader 15 nc>t the Iflfended reelplonr. YOIl are heroby notified that any dissemInation. distribution or copyIng of this communication Is strir;lly prohibited. If you have rocolved this Information In error, plOilSO notify the sender ImmedilllOfy. If there are any problems receiving this transmission, please call 425-562-4200. tlCAT AlOGIfORMSIFAX cOlIER SHEET WITH DISClAIMER.OOC KLEINFELDER Daily Field Report (DFR) Project Name Walqreen's Port Anqeles SE Corner of Race St. & Hwv 101 Brad Kochanski Project Location Contractor Walqreen's Weather Sunny Earthwork Equipment Observed DFR Given to ~ __ ~ Rev;ewed bY~~ / C- Project No. 83335 / MAT Date 7/3/07 Technician Time Arrived 14:00 Time Departed 16:30 Travel Time 5 HR Mileage 181 Total Time 7.5 HR Date Reviewed 1-1..$;" /~ 'J- DFR No. Observations/Remarks: Arrived onsite per contractor's request to test the floor of the new Walqreen's buildinq for flatness & levelness. Testinq was performed with a Dipstick Floor Profilinq Device in accordance with ASTM E1155. Specifications for the surface tolerances on paqe 03310-6 section 3.04 A of the Walqreen's Specification Manual are as follows: FF = 30 & FL 20 overall composite & FF = 20 & FL 15 Minimum per section. Run placement & readinqs are as follows: I 1 : 2 : 3 6: I I ---~-------~-------~--- I I I I I I I I I I I I I I I I J I ---~-------~-------~--- I I I I I I I I I I I I I I I I I I ---i-------i-------r--- I J I I I I I I I 5 4 NOTE: Observations. passlfail evaluations, and/or recommendations (if applicable) provided herein have not been reviewed by an engineer and, therefore, should be considered preliminary and subject to change. Page 1 of 1 Run 1: FF 28.9 FL 35.0 Run 2: FF 32.5 FL 55.2 Run 3: FF 31.3 FL 39.1 Run 4: FF 24.0 FL 41.9 Run 5: FF 24.7 FL 40.2 Run 6: FF 24.6 FL 28.6 Overall Composite: FF 27.4 FL 38.2 Brad Kochanski Kleinfelder ReDresentative Print Name KLEINFELDER CONSTRUCTION OBSERVATION REPORT Project Name: Walgreens Client: Walgreens Date: 07/02/2007 Project No. 83335 Project Location: SE Race & Hwy 101, Port Angeles, W A Time Arrived: 1000 pm Contractor: Fisher & Sons Bldg. Permit No.: 0700000043 Time Departed: 300 pm Travel Time: 6.5 hrs Reviewed By: Date Reviewed: Type of Observations: rP(Masonry r Welding r Bolting r Batch Plant r Foundations ~ Reinforcement Steel r Fireproofing , r Pre-Post Tensioned Tendon r Metal Decking r Concrete r Soil r Other D R fi ed St. PIn pgs S2.2, 3/S4.2, A2.1, A2.2, A2.2a, HarvardSteel CMU ocuments e erenc : Reinforcing Dwg. No. P-2 Summary: As requested, Kleinfelder arrived on site to perform reinforcement placement inspection and to perform grout placement observation. ASTM A615 grade 60 steel reinforcement placement, clearances, and lap lengths are all as per plans and specifications. Angeles Concrete Products delivered 2 cubic yards of pea gravel grout. Grout was discharged from chute, placed by bucket, and was mechanically consolidated. All walls are now completely grouted to their full height as per plans and s ecifi . Nonconforming item - Inside west wall (gridliIie 4), one of the lintel bricks above the doorway located at approx. gridline B has blown out and needs to be repaired. To the best of my knowledge, all items placed were in conformance with general project specifications and requirements. r Report Items Comply . r Report Items Incomplete x - Report Items Comply with Exception r Report Items Comply with Exceptions Acknowledged By 4~/('~ einfelder Representative Signature KllnberlyJ.Sw~on K1einfelder Representative Print Name Representing NOTE: Observations, pass/fail evaluations, and/or recommendations (if applicable) provided herein have not been reviewed by an engineer, and therefore should be considered preliminary and subject to change. KLEINFELDER 2405 140111 Avenue NE, Suite A-lOI, Bellevue, WA (425) 562-4200 (425) 562-4201 fax PAGE 1 KLEIN FELDER Construction Observation Report Project Name ~JAL.r?~E.IiN s Client 5, E. (;,e.A.N&;(,jL Project Location Fba T A AI &12: L.1[;..5 , Contractor ~.r LiJ./ tftZ..( SON . Reviewed by I~J ~-g- Project No. ~3 3 3 S- V/r Bldg. Permit No. '1 ~O I Date Reviewed ;:?'~""\ Date Wtt:P ~/2. 7/07 DFR No. JIJIZ.O" Z 7 CJ 7 Time Arrived J,' 0 0 i:? 1"'1 Time Departed 4: 3 0 P ;"1 Travel Time & " .5" Ioirrt.- /tJIO HJZ5 Type of Observations ~ Masonry o Welding o Bolting o Batch plant o Reinforcement Steel o Pre-Post Tensioned Tendon o Foundations o Fireproofing o Metal Decking o Concrete o Soil ~ Other Documents Referenced AflPJ<Ol/IZ.t:J PL-Ilf../~ 19'-J1J '5.t?/lL TrY ca- r ?C//~ s 6 - I, /, .!> -I, Z. S - 2. / . /9N!/ ..s - 3, / / / / Summary -;:HI[ CONT /UJcrOI'L /-1140 t:1Jr-7 Pt.. ilr/l CJ ?L- gc./V~ /z,.t/ T L2E- G:6't>rj C/V\v l3LOC.,cl JV\Of2..TIJ-IL, 1~/zZ:nJ;:;-Ot2..~(.,., Sr/z/-t:L, IJ IV J:J EAA J~tio.5 J1-r 7;i /Z Fo '-L-O ~ D-Ju LCJ L/9-,rt? /J.s: / I) GrtE() f Fapr-1 A,o )0 f?, '3 F''];lv.!:J-L' '-'[;/;:;/ z.) (~d-DJ F: FtLpr-t ) I 0 /0 /, 4- /:::::' I:.IJ&-L L-Z:;F'r r E Jl An r IV If: T T~ 5 fiJ<1-/J'Zr.:J /1t,) IJ h d Ivt::J G,d_~ ,.rJ BIDZrv .PL-;9-L/Li;) T/V WIt L,Z40 6?/0 THIZ ~tPO/H C///l.n.hZ-rL /1~n 3 - 'P {;.-> i38JL~,;::Jr ;;;'rL UJL#J/lJL Nor ~/I'9I/.IL 0/L f<EQu-r;JZI[O L;qp (3t. If J -;;ilL CoN rt2-8C To rL Dfl-ILLW /11tJf'J Ei?Ox.. Y -;HIt... /3'7rl-5 WL:TH A- 3&'" LA-~ G~&OT wns Nor rt-I9-Ul-!::J /JT };r ;;:::> L 0 LJi-rZcn-0 70 1/ r-1 Y Gw,..7/ L 7 C 'I ) ?U /9-5 ?L-A-L/lJ) /], THfl 146 tiV/L Lo,-A-(?:v>-v wz:;.-n-l IZxC-ij rUI-J tJ/=- 7H iL 5, l.-V COILn.J Il-rc ?t ft-Il [5IZ5;- CJ t=: /\^.. Y C.-OI^1 PL/Z.T/L tv as V01.,)/L 6rP.lZ; err z:. C-19- T Eo 10 ~ . Jk!J W~.5J iJ~.o KrJtzi2'- /EOGrr U/tJiUC 7C L,l9hJ.s AMJ.P ~ Report items comply o Report items incomplete ~ epresentative Signature ~r::r P.tZ:-V/J~ Kleinfelder Representative Print Name Acknowledged by Representing Page I-- of -!- F-1 (08106) IIIfII KlEINFElDER CONSTRUCTION OBSERVATION REPORT Project Name: Walgreens Client: Walgreens Date: 06/26/2007 Project No. 83335 Project Location: SE Race & Hwy 101, Port Angeles, W A Contractor: Fisher & Sons Bldg. Permit No.: Time Arrived: 215 pm Time Departed: ~pm Travel Time: 6 hrs Reviewed By: Date Reviewed: Type of Observations: }X Masonry r' We Iding r- Bolting r Batch Plant r Foundations j('Reinforcement Steel r Fireproofing r Pre-Post Tensioned Tendon r- Metal Decking Concrete r- So il 1-- Other Documents Referenced: St. PIn pgs S2.2, 3/S4.2, HarvardSteel CMU Reinforcing Dwg. No. P-2, Summary: As requested, Kleinfelder arrived on site to perform reinforcement inspection and grout placement observation. ASTM A615 grade 60 reinforcement placement, clearances, and lap lengths are all as per plans and specifications. No incomplete or nonconforming items noted. Angeles Concrete Products deliveredl' cubic yards of a 7 sack pea gravel grout. Grout was placed by pump and was mechanically consolidated. Lift depths are as follows: Wall A - no activity today. Wall E - fully grouted to 16' 4" from E,1 to E,I.5. Wall 1 - fully grouted to 21 '4" from gridlines A to E. Wall4 - fully grouted to 16'4" from A to B. (Please note: elevations are based on interior slab and not the exterior sub-grade as in previous reports.) Previous nonconforming item: This section of wall 4 was repaired and is now within tolerance to plumb (See 06/25/07 report.). To the best of my knowledge, all items placed were in conformance with general project specifications and requirements. p(Report Items Comply Report Items Incomplete r- Report Items Comply with Exceptions Acknowledged By Representing NOTE: Observations, pass/fail evaluations, and/or recommendations (if applicable) provided herein have not been reviewed by an engineer, and therefore should be considered preliminary and subject to change. KLElNFELDER 2405 140'h Avenue NE, Suite A-WI, Bellevue. WA (425) 562-4200 (425) 562-4201 fax PAGE 1 I"" CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5th Street, Port Angeles, W A 98362 o .-i ~ ~ -J Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Tenant nbr, name Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 07-00000727 Date 6/26/07 662861 932 E FRONT ST 06-30-00-7-2-0200-QOOO- WALGREENS FIRE SPRINKLER SYSTEM COMMERCIAL ARTERIAL 45924 Owner Contractor SEG PORT ANGELES 845 106TH AVE NE BELLEVUE (206) 276-2800 Structure Information 000 000 LLC STE 100 WA 98004 KNIGHT FIRE PROTECTION INC 2509 WEST 19TH STREET PORT ANGELES WA 98363 (360) 417-0505 FIRE SPRINKLERS Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date FIRE SPRINKLER COMM FIRE SPRINKLERS 105106 629.85 Plan Check Fee 6/26/07 Valuation 12/23/07 .409.40 45924 Qty Unit Charge Per Extension 417.75 212.10 -0 tN ('J BASE FEE 21.00 10.1000 THOU BL-25,001-50K (10.10 PER K) Permit . . . . . Additional desc . Permit. pin number Permit Fee Issue Date Expiration Date FIRE SPRINKLER COMM ,I~SPECTION & TESTING 105114 100.00 Plan Check Fee 6/26/07 Valuation 12/23/07 .00 45924 rtl , Qty Unit Charge Per BASE FEE Extension 100.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 729.85 729.85 .00 .00 Plan Check Total 409.40 409.40 .00 .00 Grand Total 1139.25 1139.25 .00 .00 ~ /.- -7,?~ 0... ~ 'a,> ~ ~ ~ , Special Notes and Comments Owner is responsible for ongoing fire sprinkler system inspection and testing per the current addition of NFPA 25. Call for cover inspection for all sprinkler installations. A full acceptance test will be required for all fire alarm systems. ---------------------------------------------------------------------------- .- C1 -n This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or::: ~ abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested wit \f\- 180 days from the last inspection. I hereby certify that I have read and examimrl this application and know the same to be true and correct. All provisions of recognized standards, laws and ordinances governing this type of work will be compled with\ ether specified herein or not. The gran:ing of this permit. does. not presu~e to give authority to violate or cancel the p. is sta ocallaw regulatmg the work speclfie~ In ~e p~rmlt. Signature of Contractor or Authorized Agent Date Signature of Owner (if Owner is builder) . ~ l FIRE PERMIT INSPECTION RECORD Call 360-4l7-4655 for fire 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 FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final FIRE ALARM Rough-in inspection Alarm final LP-GAS Completed by Contractor: Underground piping inspection/pressure test Test # 1 Above ground piping inspection/pressure test Piping pressure test pSI Time initiated Tank (container) inspection Test #2 Appliance inspection Piping pressure test pSI Time initiated LP-gas final UNDERGROUND STORAGE TANK (UST) ABANDONMENT Removal of flammable/com bustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final 10-/3 ~71-<l ~ Inspection Type I Date Passed I Comments GENERAL COMMENTS: 2/15/00 ~,I KLEINFELDER Construction Observation Report Reviewed by O:Jt -::-35- Project No. t}::J. ...; _ _ i-urf Bldg. Permit No. 'J :-; 4l> I Date Reviewed Date V1/~'''l/ ;; / U';~:., -; . , DFR No. J/ht. elf, //)[ -, Time Arrived 'f:.' c" (' /1./ - I Time Departed Travel Time Project Name Vv0...f L (7/<- r' J:' IV S Client 5. I::. C~';(.l'1lo./{....,-j 'L :> ProJ'ect Location / C-)2. T H'1.1 b ~L /:''; I Contractor l::r 1',;.1 J:: It 1 !,t/f'; ~) ~pe of Observations ~ Masonry o Welding o Bolting o Batch plant o Reinforcement Steel o Pre-Post Tensioned Tendon o Foundations o Fireproofing o Metal Decking o Concrete o Soil o Other -) Documents Referenced /:frlr//t!(,'l/,l J-J /""'L/}Jv ~ H,.,u r, - ;. I""} - /, ?, J -., I - _ _ .. J ,r. ~ . .' C. J" c.. - - r..c. :J -- - /.) ,- J /-'.1' I I~" /O,.L iL,/ S /-11..1'; .5 -.3 I Summary '''j'N[ C/,i"idl'l{"~7//( 1-/1-11..1 Cc,.rIPL/~- /1/1',/ .?t-/lL";:'--l .Ii i,.,' T _L~j,7 1..5L--C--L./c'} /yfOHI.lhl '//I,d","iv"'J /:'}'l/''':....I j~J;:rA/;::Odt"..]:I_.'{, C>;-',,:>:L /::.;1/ --r:-Ilt 5 II-I) L. r ;;:,: "-;- O/~:: c.. N\ [; I (,.i /"1 L L C h) L::.II<:' nJ 1::.... Cj r,lvr, ).:; If., 4. D. T /'::)(rlf"1T"I-"t'.J 'Z"7"/:"r/t",; t""lrlt..,;>....' --- /) "/') j..- vt.~/V':J I) )1./\ T s r; i",v'C Z,) ~<" /,::T::' C/.((... ---.... ~ J t,/Ii f.. vI- L. C/C-(./ 7'1 v(-= ~,- /l-;" T (.. ";1 (, 5 7'ft,; L 'J , -::;> I-:JI.))( S fi.- /J (, /1 ,..1 T,..... ...'..... /,J';"7 I !"L.... jf'" ..... I> _,r V~. .~)/-IUiZ;. LI.../fh, [jV VI:-J~T !'C..1..;!L !?Ti_/-/Sr/;;r!5 T' l3.JccJUC.lIT I..-IIL I~-s l.FIJ r 1':^lji:c.-'- -;-;I/;- Cb1vT/(/IC Tc...N S7f~/IZ ~A.I[O /Jlvl,,) 7/;t,.I<::"i I') / v"ZTJ-t S TJl.. vc.... Tv rz..rlL /::-/1/ c..~ T I V t.: ri' "'(""" LEE PIli! J",{ J-J (~O,/"jC.lrLTl-:(;,'VS (,.-(./,td.li. /V\/lu,...;.-. 77//0 <; /~;Jc../i I) -' ") .- I \//!/Ui / u r /..-tI ,VI) J ..(,JJ.)ri elf'; r L;-li'J:CtI""S, ))1,,/'1) ~ji.JiL-)t"~7V.jlrlt... /"I'....'/'O:- T/"..~ I,ll 0.>/;!){...7 (3(..'1) '[..U/JS j/L,.I-ll!i.t,.J /-/'r J;..I(t /..)6W/i /vlfiIL-TTL.1v -" "'~/ ~ i f..{) C.JI T T [11./:;;. L- V.I-5 $;( If!.. l/ Ii 1/ 1- L..,/'}C-I!' '11:" J .,17. (?I<'.t/VT I U /? s t~~_11 L Ii 1.1 I 0 I~.d Iv':;. /-}/""II'..) 0r'lt C i-:- /':':J c.. /:/ TCe-.f JS -- I ,1-.(11:.. /2r, "I.:'. -- --, " . ,L..1 ,;.. I J, 1<. ", !.) (/ /: --- j )-1 f /~.J 1>.//) ~ Report items comply Acknowledged by o Report items incomplete 1\ ...-'''' ..' /j ~"f,'l." , Representing I J Page ~ of -'-- . , '-~" o Report items com~I,:7h e~.~~~Pf S? (r /1/ /./ ' / /,"" ./ ?'l-"'2!.. ~ -.... ,.' ,_.. Kletnfe er,Representatlve Signature // .Y / t/ .~ > . ", --'J _' ._ . :rJ,,; ;:../.:- /--<;,: (/ /'7'/ ,-U Klelnfelder Representa~t Name F.1 (08/06) m. KLEINFELDER CONSTRUCTION OBSERVATION REPORT Project Name: Walgrccns Client: Walgreens Date: 06/25/2007 Project No. 83335 Project Location: SE Race & Hwy 101, Port Angeles, W A Time Arrived: 1100 pm Contractor: Fisher & Sons Bldg. Permit No.: Time Departed: 1 pm Reviewed By: Date Reviewed: Travel Time: 6 hrs Type of Observations: r' Masonry r We Iding r'" Bolting r- Batch Plant r Foundations Reinforcement Steel Fireproofing r- Pre-Post Tensioned Tendon r- Metal Decking r-' Concre te 1- So it r Other Documents Referenced: St. Pin pgs S2.2, 3/S4.2, HarvardSteel eMU Reinforcing Dwg. No. P-2, Summary: As requested, Kleinfelder arrived on site to perform reinforcement inspection and grout placement observation. ASTM A615 grade 60 reinforcement placement, clearances, and lap lengths are all as per plans and specifications. Angeles Concrete Products delivered 8 cubic yards of a 6.5 sack peagravel grout. Grout was placed by pump and was mechanically consolidated. Lift depths are as follows: Wall A fully grouted to 21 '4" from gridlines 1 to 4. (Please note: elevations are based on interior slab and not the exterior sub-grade as in previous reports.) On wall I the cells immediately beneath the joist pockets have been grouted. Wall I from gridline A to E being formed for next lift, lintels being formed on wall 4 from approx. gridline B.3 to D.9, no activity on wall E today. Nonconforming item - Wall 4 from gridline A to B is out of plumb, it will be repaired and grouted tomorrow. To the best of my knowledge, all items placed were in conformance with general project specifications and requirements. r" Report Items Comply j- Report Items Incomplete rvkeport Items Comply with Exceptions Representing resentative Signature erly J. Swanson KJeinfelder Representative Print Name Acknowledged By NOTE: Observations, pass/fail evaluations, and/or recommendations (if applicable) provided herein have not been reviewed by an engineer, and therefore should be considered preliminary and subject to change. KLEIN FELDER 2405 140lh Avenue NE, Suite A-JOI, Bellevue, WA (425) 562-4200 (425) 562-4201 fax PAGE 1 01-727 PORT ANGELES FIRE DEPARTMENT 102 East Fifth Street, Port Angeles, Washington 98362 (360) 417-4650 FAX (360) 417-4659 Fire Sprinkler System Plan Review Project Name: Walgreens Address: 932 E Front Installer: Knight Fire Protection Installer Telephone: 417-0505 Type of System: Wet and Dry 13 ~ l3RD l3DD Date: 6.22.2007 PAFD Permit #: 07-22 We have checked this plan and find that it conforms to the requirements of the code. Additional Comments: All systems, including underground mains, shall be installed by a state licensed and certified company. Systems shall be installed per the applicable NFP A Standard. All electrical components shall be compatible with the fire alarm system. All underground piping must be inspected and hydrostatically tested by the Port Angeles Fire Department PRIOR to being covered. A witnessed flush of the underground piping is required. Before final acceptance of the system, an inspection will be conducted to ensure that the installation complies with the applicable NFP A Standard. The dry segment of this system will require a timed flow test. D Contractor I?Q Building Department D Fire Department Reviewed by: ~&O.Do \ Date: ~'22.. 07 IIIfII KLEINFELDER CONSTRUCTION OBSERVATION REPORT Project Name: Walgreens - Port Angeles Date: 06/21/07 Client: Wa]greens Project No. 83335 Project Location: SE Race & Hwy 101, Port Angeles, W A Time Arrived: 1 :30PM Contractor: Fisher & Sons Bldg. Permit No.: 93401 Time Departed: 5:30PM Travel Time: 6 hrs Reviewed By: Date Reviewed: Type of Observations: r Masonry r We Iding r- Bolting r Batch Plant r- Foundations Reinforcement Steel r Fireproofing r- Pre-Post Tensioned Tendon r Metal Decking Concrete r" Soil f-- Other Documents Referenced: St. Pin pgs S2.1, 3.2, Gen.Notes on S-1.1, 1.2, HarvardSteel CMU Reinforcing Dwg. No. P-2 Summary: As requested, Kleinfelder arrived on site to observe and perform reinforcement inspection And grout placement observation. On the following locations, all ASTM A615 grade 60 reinforcement placement, clearances, and lap lengths are all as per plans and specifications; A4 to AI, El to AI, and A4 to B.25,4 Also being grouted today, are the pilasters @ the following locations; C.50x4, B.95x4, C.95x4, and D.50x4. Be]ow are the following elevations for said locations described above that were grouted today; A4 to Al built and grouted from 12' to 16'4". A4 to A] built and grouted from 12' to ]6'4". A4 to B.25,4 were built, but not grouted from 9'6" to II". For the pilasters located @ above location, the last 3-4' are being grouted. (Note: Elevations are based on interior slab and not the exterior sub-grade as in previous reports.) Fred Hill Materials, Inc. delivered 10 cubic yards of Type I 2500psi grout. Grout was placed by pump and was mechanically consolidated. To the best of my knowledge, all items placed were in conformance with general project specifications and requirements. r{~'.. Report Items Comply Report Items Incomplete f- Report Items Comply with Exceptions Representing Acknowledged By NOTE: Observations, pass/fail evaluations, and/or recommendations (if applicable) provided herein have not been reviewed by an engineer, and therefore should be considered preliminary and subject to change. KLE]NFELDER 2405 140'h Avenue NE, Suite A-lOl. Bel1evue, WA (425) 562-4200 (425) 562-420] fax PAGE 1 KLEINFELDER Construction Observation Report Bldg. Permit No. Date Reviewed ~340 / ;J/~4 Date WeD ~/U//07 DFR No. J/}tltO~2/'.)O-' Time Arrived '3: 0 ~ 19 r1 Time Departed"Z :" 0 P Yl Travel Time G .0 JJ.U..s Project Name W/.1Lf'.,;,I2~~Jt.).5 Client S. ~ L:Nt./1 rV b,,'J;d Project Location Pt!)/'2.r ,:).,V6~L6-<l\ , ./ Contractor n~h'.G:It..!l ~///1J5 Reviewed by ~ ~ Project No. 'E ~~ .33 LS- bUr-:!- - . oT"t.. v Type of Observations 00 Masonry o Welding o Bolting o Batch plant o Reinforcement Steel o Pre-Post Tensioned Tendon o Foundations o Fireproofing o Metal Decking o Concrete o Soil o Other Documents Referenced IlP;:'/lPt//l:p RA/US AnlD ~;':7"l-CT /~ rc..~r r//~5 .5 - /. / ) .5 - /. L J 5 - z.. I / ~ry .5 -.3 / ~ . .::J Summary Jf/L CL),..)I/l-"'r~7l//L. /-11'90 COr-7Pl..tL.'/1Zn I /-dC-;Z,...., hl-VT f; !J.'::/~.J Nl;:;:d, hvt5/?p!!>./ /9Z': RF-;; AI EE-fLd..--:,-;:;-v', _57a;tU, _~ -I-{, slWL-_~_:;' CIV\U __~'- t/IV 6~t;7 1::.,,6 j:"/L();-? /..3 7/; ~ D. T Ex I9'r"7 Z;w,c rJ L IE" r7 ~ Pt.. t?- L.-,zo /J-N.o ht.? M? ~/L ~/.. L..Oe.v ]::"J.-Vb ~ I) JI/\']:~~n)& 'V;r.afj::L4-L S-r';-~L z. ) V G't<:',r C4.t- Bfi-n...s PL- /9-c ff a r IV .- /'-11// 10 fltFlA9-S.. ~) S/-!IJ,z,J Lpf'~ &N VE'dZrZ-GaL rS8-,z,.s p, 3 rrLr-JSrR/ls -z: !3reoU6J-1T /rrtl. Dr:5~~E.~~tVc.rn;~ 70 Jdl[ /4 rrISNIJ:C?h; t1J;: 1H€ COrJTtVlCF&rZ. $7'€-vl[ SuJAIUJ /INn 7f1L.-/~;zD Zuzr/--r /Hi" ~'TIZ.VcTVI'ZA'- E,v6En..J!56../? LE~. Pllli-NGfr /lwn C~Ec.lco~~ VC/d.-rut- ./V'\rJo/E.. 77ft"., ~. n/Tc'ILI"J W~/l rL 70 r L-8J.P-s, ~lt:c-u: r o~n;;o'/i ;:)QJ2 Smvc.,V/IIYlcL &vco ,-",-E->:'-? (;/2c;t.rr (3 G,.../) /Wt1-S rl.,r-1C/l.LJ r ~rc 4~t:V/1: /V1,i;rz)~C/h.) L.. 0 C./-:?-T ~t;?h.)~. r t) /3 stCd.. 1/ ~o A.~/C"..., d:'wr 6 (2,0(// W A-!; ~d{;/l.c.J /0 fi/1l1./-S A-n/o 6,?J/[c...-C~:rC4ICOrV..s -- IH/C &z rJ-SJ~r2.. 5 ~ Report items comply Acknowledged by /~ C V./97ZL7 Kleinfelder Representative Print Name Representing Page L of -1- F-' (08106) ,~~ C:~1~~'.,~;~VG(/~ v J ",~'''''''''., .J ~-"0. ~ ~~ ~Ov\~~S BUILDING PERMIT - APPLICATION Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. If you have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 FOR OFFICIAL USE ONLY: Date Rec.: h-IQ-Of Pennit#: ~ Date Approved: ~,..- C2- -07 Date Issued: CO - z~ -CJ? Applicant or Agent: 'LVI t.~l \:; Tl-B'" ~tU'r-~(...t\.l,0 Owner: ~ ~\V t,..w.. DW\.:vtolUn"ll U -"- Address: B-Y< lt51t>~ f.\,; l3 rV~ ~b'S City: ~~ lJqj~ Phone: (~ lrD) l-) 1/..1>&";- Phone: ~ 'r7~. ~6 U~, zip:CJwLf Architect/Engineer: Contractor \Ln,l/titT "ZWI), Phone: Address: buj .q '~1..- ~I'pr. State License #: \t1 l-\-- City: t:5 ~~ ~"(t EXP:~ Phone:A-r1-,lS?< ~ l~ Zip:~3 >1 (WCt\,j ~5) ZONING: ('fr Subdivision: PROJECT ADDRESS: LEGAL DESCRIPTION: Lot: CLALLAM COUNTY PARCEL NUMBER: Block: TYPE OF WORK: o Residential D New Constr. 0 Re-roof 0 Stove o l\j.ulti-family D Addition D MoveD Garage eY'Commercial D Remodel 0 Demolition 0 Deck o Repair D Sign 0 Other BRIEF DESCRIPTION OF THE PROJECT: r:-' TiY'c... JI)I/IV.u,bn~ SIZENALUATION: SF. @$ /SF. = $ SF. @ $ /SF. = $ SF.@$ /SF.=$ TOTAL VALUATION $Jf5) qz..tt Existing Sq. Ft. Construction Type: = TOTAL Sq. Ft. COMMERClAL/RESIDENTIAL: Occupancy Group: Occupant Load: & Proposed Sq. Ft. No. of Stories: Lot Size: Total lot coverage % APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER: PLANNING USE ONLY: ESAlWetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes D 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 time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section R105.3.2 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 hat it is my respon . fty to determine what permits are required ,not the City's, and that I must obtain such permits prior to wo Dat,~lp? T:\FORMS\BldgPermitfonn. wpd Applicant: IIIfII KLEIN FELDER CONSTRUCTION OBSERVATION REPORT Project Name: Walgreens - Port Angeles Date: 06/19/07 Client: Walgreens Project No. 83335 Project Location: SE Race & Hwy 101, Port Angeles, W A Time Arrived: 1 :30PM Contractor: Fisher & Sons Bldg. Permit No.: Time Departed: 5:30PM Travel Time: 6 hrs Reviewed By: Date Reviewed: Type of Observations: Masonry r' We Iding 1- Bolting r Batch Plant Foundations r Reinforcement Steel r Fireproofing r~ Pre-Post Tensioned Tendon r Metal Decking r- Concrete Soil r- Other Documents Referenced: St. Pin pgs S2.1, 3.2, Gen.Notes on S-1.1, 1.2, HarvardSteel CMU Reinforcing Dwg. No. P-2 Summary: As requested, K1einfelder arrived on site to observe and perform reinforcement inspection And grout placement observation. Being preformed by On the following locations, all ASTM A615 grade 60 reinforcement placement, clearances, and lap lengths are all as per plans and specifications; Cl to El, and E2 to El. Below are the following elevations for said locations described above that were grouted today; El to E2 built and grouted from 5' to 9.6'. EI to CI built and grouted from 4.5' to 9.6. (Note: Elevations are based on interior slab and not the exterior sub-grade as in previous reports.) Fred Hill Materials, Inc. delivered 10 cubic yards of Type I 2500psi grout. Grout was placed by pump and was mechanically consolidated. Grout was sampled and tested for time and temperature. 3 Grout prisms were cast for compressive and acceptance testing. Samples will be picked up within 24 hours +/- 8 hours. To the best of my knowledge, all items placed were in conformance with general project specifications and requirements. 1/ Report Items Comply ,- Report Items Incomplete r'O Report Items Comply with Exceptions Acknowledged By Representing eld epresentative Signature Anthony R Stirbys Kleinfelder Representative Print Name NOTE: Observations, pass/fail evaluations, and/or recommendations (if applicable) provided herein have not been reviewed by an engineer, and therefore should be considered preliminary and subject to change. KLEINFELDER 2405 140'h Avenue NE, Suite A-IOI, BelJevue, W A (425) 562-4200 (425) 562-4201 fax PAGE 1 .RI KlEINFELDER CONSTRUCTION OBSERVATION REPORT Project Name: Walgreens - Port Angeles Date: 06/18/07 Client: Walgreens Project No. 83335 Project Location: SE Race & Hwy 101, Port Angeles, W A Time Arrived: 1:30PM Contractor: Fisher & Sons Bldg. Permit No.: Time Departed: 5:30PM Reviewed By: Date Reviewed: Travel Time: 6 hrs Type of Observations: ~ry We Iding Bolting r Batch Plant r Reinforcement Steel f- Pre-Post Tensioned Tendon r Foundationsr- Concrete r Fireproofing !- Soil r- Metal Decking r- Other Documents Referenced: St. Pin pgs S2.1, 3.2, Gen.Notes on S-1.1, 1.2, HarvardSteel eMU Reinforcing Dwg. No. P-2 Summary: As requested, Kleinfelder arrived on site to observe and perform reinforcement inspection And grout placement observation. Being preformed by On the following locations, all ASTM A615 grade 60 reinforcement placement, clearances, and lap lengths are all as per plans and specifications; B.25 to A4, A4 to AI, Al to El, and E4 to El. Grid location E4 to B.25 was inspected on 6/15/07. (See report by Kimberly Swanson) Below are the following elevations for said locations described above that were grouted today; B.25 to A4 built and grouted from 5.5' to 9.8'. E4 to 8.25 grouted from 3.5' to 7'. E4 to EI built and grouted from 3.5' to 5'. EI to CI built and grouted from 4.5' to 6.6'. C I to A I was built and grouted from 6' to 9.6'. A4 to A 1 was also built and grouted from 6' to 9.6'. (Note: Elevations are based on interior slab and not the exterior sub-grade as in previous reports.) Fred Hill Materials, Inc. delivered 15 cubic yards of Type I 2500psi grout. Grout was placed by pump and was mechanically consolidated. Grout was sampled and tested for time and temperature. 3 Grout prisms were cast for compressive and acceptance testing. Samples will be picked up within 24 hours +/- 8 hours. To the best of my knowledge, all items placed were in conformance with general project specifications and requirements. I Report Items Comply r- Report Items Incomplete f' Report Items Comply with Exceptions Acknowledged By Representing NOTE: Observations, pass/fail evaluations, and/or recommendations (if applicable) provided herein have not been reviewed by an engineer, and therefore should be considered preliminary and subject to change. KLEIN FELDER 2405 ] 40'h Avenue NE, Suite A-I 01, Bellevue, W A (425) 562-4200 (425) 562-4201 fax PAGE 1 Concrete Cylinder Compressive Strength Test Report k.~ KLEINFElOER Schedule Activity #: 83335 Project: WalGreens - Port Angeles Client: WalGreens Mix 10: C-3203 #2 # of yds3 @ sample: 62.00 Total # of ds3 laced: 171 Date Cast: Friday, June 15. 2007 Contractor: Fisher and Sons Supplier: Angeles Concrete Truck #: A61 Ticket #: 17749 Pour Location: Slab on Grade (Set 2) 4 Concrete Cylinders Grout Cubes Testinq performed in accordance with applicable WSDOT, AASHTO and/or ASTM Standards MIX PROPORTIONS: TEST PROPERTIES & CONDITIONS: Design Batched Batch Size: 9.00 yd3 Cement: 564 Ibs./yd3 5,080 Ibs. Weather: overcast Fly Ash: Ibs./yd3 Ibs. Ambient Temperature: 58 OF % Moisture Water: 28.0 gallons 182.0 gallons Concrete Temperature: 60 of Coarse # 1 : 1 ,960 Ibs./yd3 17,660 Ibs. Time Batched: 8:00 hours Coarse #2: Ibs./yd3 Ibs. Time Placed: 8:35 hours 6.1% Fine #1: 1,330 Ibs./yd3 12,620 Ibs. % Air Content: 3.0% Fine #2: Ibs./yd3 Ibs. Slump: 5.75 inches Admix #1: 68.0 oz. 612.0 oz. Theoretical Unit Weight: #VALUE! Ibs/ft3 Admix #2: 02. oz. Actual Unit Weight: Ibs/ft3 Admix #3: 02. 02. Yield: yd3 Admix #4: 02. oz. Water Added: gallons Water/Cement Ratio: 0.41 0.45 Specified f'c @ 28 days: 4,000 psi Cylinder Date Cylinder Cylinder Area Test Age Date Load Strength Fracture 10# Received Diameter Diameter (sq. in.) (Days) Tested (pounds) (psi) Type 7 06/22/07 28 07/13/07 28 07/13/07 H Remarks: Rebar placement was in accordance with the plans and specifications. Clearance and spacing as per specifications. The mix design used was as per Source & RAM approval. Concrete Cylinder Compressive Strength Test Report III KLEINFELDER Schedule Activity #: 83335 Project: WalGreens - Port Angeles Client: WalGreens Mix ID: C-3203 #2 # of yds3 @ sample: 107.0 Total # of ds3 laced: 171 Pour Location: Slab on Grade (Set 3) 4 Concrete Cylinders Date Cast: Friday, June 15, 2007 Contractor: Fisher and Sons Supplier: Angeles Concrete Truck #: A50 Ticket #: 17754 Ins ector: Anthon Grout Cubes Testinq performed in accordance with applicable WSDOT, AASHTO and/or ASTM Standards Cement: Fly Ash: % Moisture Water: Coarse #1: Coarse #2: 6.3% Fine #1: Fine #2: Admix #1: Admix #2: Admix #3: Admix #4: Water/Cement Ratio: MIX PROPORTIONS: Design 564 Ibs./yd3 Ibs./yd3 28.0 gallons 1,960 Ibs./yd3 Ibs./yd3 1,330 Ibs./yd3 Ibs./yd3 68.0 oz. oz. oz. oz. oz. oz. oz. Batched 5,050 Ibs. Ibs. 181.0 gallons 17,560Ibs. Ibs. 12,660 Ibs. Ibs. 612.0 oz. 0.41 0.46 TEST PROPERTIES & CONDITIONS: Batch Size: 9.00 yd3 Weather: 3rcast/drizzle Ambient Temperature: 57 OF Concrete Temperature: 63 OF Time Batched: 8:47 hours Time Placed: 9:20 hours % Air Content: 2.5% Slump: Theoretical Unit Weight: Actual Unit Weight: Yield: Water Added: Specified f'e @ 28 days: 6.00 inches #VALUE! Ibs/ft3 I bs/ft3 yd3 gallons 4,000 psi Cylinder Date Cylinder Cylinder Area Test Age Date Load Strength Fracture ID# Received Diameter Diameter (sq. in.) (Days) Tested (pounds) (psi) Type 7 06/22/07 28 07/13/07 28 07/13/07 H Remarks: Rebar placement was in accordance with the plans and specifications. Clearance and spacing as per specifications. The mix design used was as per Source & RAM approval. Concrete Cylinder Compressive Strength Test Report k~ KLEINFElDER Schedule Activity #: 83335 Project: WalGreens - Port Angeles Client: WalGreens Mix 10: C-3203 #2 # of yds3 @ sample: 10 Total # of ds3 laced: 171 Date Cast: Friday, June 15, 2007 Contractor: Fisher and Sons Supplier: Angeles Concrete Truck #: A61 Ticket #: 17743 Ins ector: Anthon Pour Location: Slab on Grade (Set 1) 4 Concrete Cylinders Grout Cubes Testinq performed in accordance with applicable WSDOT, AASHTO and/or ASTM Standards M IX PROPORTIONS: TEST PROPERTIES & CONDITIONS: Design Batched Batch Size: 9.00 yd3 Cement: 564 Ibs./yd3 5,060 Ibs. Weather: overcast Fly Ash: Ibs'/yd3 Ibs. Ambient Temperature: 58 OF % Moisture Water: 28.0 gallons 154.0 gallons Concrete Temperature: 68 of Coarse # 1 : 1,960 Ibs./yd3 17,640 Ibs. Time Batched: 6:39 hours Coarse #2: Ibs'/yd3 Ibs. Time Placed: 7: 1 0 hours 7.0% Fine #1: 1,330 Ibs'/yd3 12,740 Ibs. % Air Content: 2.8% Fine #2: Ibs./yd3 Ibs. Slump: 4.00 inches Admix #1: 68.0 oz. 612.0 oz. Theoretical Unit Weight: #VALUE! Ibs/ft3 Admix #2: oz. oz. Actual Unit Weight: Ibs/ft3 Admix #3: oz. oz. Yield: yd3 Admix #4: oz. oz. Water Added: gallons Water/Cement Ratio: 0.41 0.43 Specified f'c @ 28 days: 4,000 psi Cylinder Date Cylinder Cylinder Area Test Age Date Load Strength Fracture ID # Received Diameter Diameter (sq. in.) (Days) Tested (pounds) (psi) Type 7 06/22/07 28 07/13/07 28 07/13/07 H Remarks: Rebar placement was in accordance with the plans and specifications. Clearance and spacing as per specifications. The mix design used was as per Source & RAM approval. Concrete Cylinder Compressive Strength Test Report lit KLEINFELDER Schedule Activity #: 83335 Project: WalGreens - Port Angeles Client: WalGreens Mix 10: C-3203 #2 # of yds3 @ sample: 161.00 Total # of ds3 laced: 171 Pour Location: Slab on Grade (Set 4) 4 Concrete Cylinders Date Cast: Friday, June 15, 2007 Contractor: Fisher and Sons Supplier: Angeles Concrete Truck #: A50 Ticket #: 17761 Ins ector: Anthon Grout Cubes Testinq performed in accordance with applicable WSOOT, AASHTO and/or ASTM Standards Cement: Fly Ash: % Moisture Water: Coarse #1: Coarse #2: 5.7% Fine #1: Fine #2: Admix #1: Admix #2: Admix #3: Admix #4: Water/Cement Ratio: MIX PROPORTIONS: Design 564 Ibs./yd3 Ibs'/yd3 28.0 gallons 1,960 Ibs./yd3 Ibs'/yd3 1,330 Ibs./yd3 Ibs./yd3 68.0 oz. oz. oz. oz. 0.41 Batched 5.060 Ibs. Ibs. 189.0 gallons 17,560 Ibs. Ibs. 12.640 Ibs. Ibs. 612.0 oz. oz. oz. oz. 0.45 TEST PROPERTIES & CONDITIONS: Batch Size: 9.00 yd3 Weather: ~rcast/drizzle Ambient Temperature: 59 OF Concrete Temperature: 69 of Time Batched: 9:55 hours Time Placed: 10: 15 hours % Air Content: 2.1 % Slump: Theoretical Unit Weight: Actual Unit Weight: Yield: Water Added: Specified f'c @ 28 days: 5.75 inches #VALUE! Ibs/ft3 Ibs/ft3 yd3 gallons 4,000 psi Cylinder Date Cylinder Cylinder Area Test Age Date Load Strength Fracture 10# Received Diameter Diameter (sq. in.) (Days) Tested (pounds) (psi) Type 7 06/22/07 28 07/13/07 28 07/13/07 H Remarks: Rebar placement was in accordance with the plans and specifications. Clearance and spacing as per specifications. The mix design used was as per Source & RAM approval. __ KLEINFElDER CONSTRUCTION OBSERVATION REPORT Project Name: Walgreen's - Port Angeles Date: 6/15/07 Client: Walgreen's Project No. 83335 Project Location: SE Race St & Hwy 101, Port Angeles Time Arrived: 6:30am Contractor: Fisher and Sons Bldg. Permit No.: Time Departed: 11 :OOam 6.0 Reviewed By: Date Reviewed: Travel Time: Type of Observations: Masonry i We Iding r. Bolting r- Batch Plant r"- Foundations Reinforcement Steel r- Fireproofing r- Pre-Post Tensioned Tendon r- Metal Decking j"- Concrete Soil r- Othe r Documents Referenced: Plan Sheet s2.1 Foundation Plan dated 5/2/07 Summary: As requested, Kleinfelder arrived on-site to observe and test concrete being placed between the following grid lines; A4 through El. We met Steven of Fisher and Sons to discuss testing locations and frequencies. Concrete was sampled in accordance with ASTM Standards with the following results; Truck # A61 was sampled at 7: lOam with a slump of 4.0", an air content of 2.8%, a concrete temperature of 680, and an ambient temperature of 580. Second test was preformed on Truck # A6l with a slump of 5.75", an air content of 3.0%, a concrete temperature of 600, and an ambient temperature of 580. Third test was preformed on Truck # A50 with a slump of 6.0", an air content of 2.5%, a concrete temperature of 630, and an ambient temperature of sr. The Fourth Test was pre fanned on Truck# A50 with a slump of 5.75", an air content of 2.1 %, a concrete temperature of 690, and an ambient temperature of 590. Four sets of 4 4x8 cylinders were cast for compressive strength and acceptance testing as mandated in the general specifications, Section B. Cylinders were placed in a protective case and will be picked up within 24 hours +/- 8 hours. To the best of our knowledge, all materials and construction practices met the general requirements, ASTM Procedures, and project specifications. NOTE: Observations, pass/fail evaluations, and/or recommendations (if applicable) provided herein have not been reviewed by an engineer, and therefore should be considered preliminary and subject to change. KLEIN FELDER 2405 140,h Avenue NE, Suite A-tOI, BeJlevue. WA (425) 562-4200 (425) 562-420 I fax PAGE 1 '~ (i CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION :121 EAST 5TH STREET. PORT ANGELES. WA 91062 .. Application Number Application pin number' Property Address ASSESSOR PARCEL NUMBER: Tenant nbr, name Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 07-00000043 Date 430333 932 E FRONT ST 06-30-00-7-2-0200-0000- WALGREENS COMM NEW CONST 6/14/07 COMMERCIAL ARTERIAL 1200000 Owner Contractor SEG Port Angeles, LLC 845 106th Ave NE #100 BELLEVUE WA (206) 275-2800 Other struct info OWNER 98004 TOTAL % LOT COVERAGE CONSTRUCTION TYPE HARD SURFACE AREA NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS 38.00 V-N 1. 00 1. 00 35605.00 13618.00 13618.00 1. 00 Pe rmi t . . . . . Additional desc . Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW COMMERICAL STRAITS EL/ 800,5-200,1-70A 104091 STRAITS ELECTRIC 794.00 6/14/07 12/11/07 Plan Check Fee Valuation .00 o ~ vJ .)0 . 4 Qty 1. 00 5.00 1. 00 Unit Charge 75.0000 91.0000 264.0000 Per ECH ECH ECH EL-COM 0-100 NEW SRV FEEDER EL-COM 101-200 NEW SRV FEEDER EL-COM 601-800 NEW SRV FEEDER Extension 75.00 455.00 264.00 Pl Special Notes and Comments OS/23/2007 09:10 AM S JOHNS PARKING LOT LANDSCAPING MEETS REQUIREMENTS FOR NUMBER OF TREES.. 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. Owner is responsible for ongoing fire alarm system inspection and maintenance per the current addition of NFPA 72. Owner is responsible for ongoing fire sprinkler system inspection and testing per the current addition of NFPA 25. This project will require seperate permit and fire sprinkler plans for review. Call for cover. inspection for all sprinkle~ installations. A full acceptance test will be required for all fire alarm systems. 02/01/2007 01:18 PM KDUBUC ----------------------------- This building will require separate permit and plans for ~ '5 -t. ~ COMMENTS/ACTION NEEDED , ~ ..... .. ELECfRlCAL PERMIT INSPECfIONRECORD 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 YES I NO lJITCH ROT Tnl-l_IN / COVER ~bK VICE I 11/141) Jo1 7'-- ~ " '. " , , ';~ " GENERAL COMMENTS: PW-ll02.IS 14'96] . . ~ ,-::.:.:. t c-~-. ... . ~ r-- 'O"~. ${id~~ D! "'"~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION .l21 EAST 5TH STREET. PORT ANGELES. WA 91B62 . , Application Number Application pin number 07-00000043 430333 Page Date 2 6/14/07 Special Notes and Comments fire alarm system. 02/01/2007 01:18 PM KDUBUC ----------------------------- A KNOX locking keybox will be required for the building. Contact the Fire Department at 417-4653 for ordering information and details. 02/07/2007 04:38 PM SROBERDS -- The proposal will result in a new commercial structure in the CA zone for a total lot coverage of 38%. No land use issues are anticipated. Electrical load calculations and elctrical permits are required. Contact Bob Larson, Electrical Engineering, for cost estimate to extend 3 phase primary power to site and install a padmount transformer. 01/24/2007 02:32 PM GMCLAIN ---------------------------- Sanitary sewer, fire line and storm tap to be completed by contractor. This connection is to be inspected by Public Works prior to back fill of ditch. 24 hour advance notice is required. Contractor will submit Traffic Control Plan to Public Works for approval prior to work on Front Street or Washington Street. Construct driveway and Sidewalks to City Standards. Close/restore all driveways not used. 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. 2 existing water meters to be removed & capped by City crews & payed for by owner. Other Fees STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 794.00 794.00 .00 .00 Plan Check Total .00 .00 .00 .00 J Other Fee Total 4.50 4.50 .00 .00 . Grand Total 798.50 798.50 .00 .00 COMMENTS/ ACTION NEEDED , j - ~ ELECfRICAL PERMIT INSPECfIONRECORD . 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 COMMENTS NO GENERAL COMMENTS: PW-U02.15(4'96f' . ~'. ( '.,'J: ." . i ,~ - IIIfII KLEINFELDER CONSTRUCTION OBSERVATION REPORT Project Name: Walgreens Client: Walgreens Date: 06/14/2007 Project No. 83335 Project Location: SE Race & Hwy 101, Port Angeles, W A Time Arrived: 130 pm Contractor: Fisher & Sons Bldg. Permit No.: Time Departed: 6 pm Travel Time: 6 hrs Reviewed By: Date Reviewed: Type of Observations: ~'Masonry r We Iding r- Bolting r Batch Plant r Foundations r Reinforcement Steel r Fireproofing r Pre-Post Tensioned Tendon r Metal Decking r- Concrete Soil r-' Other Documents Referenced: St. Pin pgs S2.1, 3.2, Gen.Notes on S-l.l, 1.2, HarvardSteel CMU Reinforcing Dwg. No. P-2 Summary: As requested, K1einfelder arrived on site to perform reinforcement inspection and grout placement observation. ASTM A615 grade 60 reinforcement placement, clearances, and lap lengths are all as per plans and specifications, with the following exception: On the East wall, horizontals placed only up to gridline 0.5 Previous exceptions: (See Kleinfelder report dated 06/12/07) the pilasters have been grouted and the doorway repairs have been completed. Fred Hill Materials, Inc. delivered j'~~ards of Type I 2500psi grout. Grout was placed by pump and was mechanically consolidated. Lift depths are as follows: East wall 8' above grade to approx. B.5, South wall 8' above grade, and West wall 6'8" above grade to approx. 0.5. Also noted vapor barrier and welded wire fabric have been on the grade according to plans and specifications in anticipation of concrete slab placement tomorrow 6/15/07. To the best of my knowledge, all items placed were in conformance with general project specifications and requirements. Report Items Comply 1- Report Items Incomplete RReport Items Comply with Exceptions Acknowledged By resentative Signature Kim erly J. Swanson KJeinfelder Representative Print Name Representing NOTE: Observations, pass/fail evaluations, and/or recommendations (if applicable) provided herein have not been reviewed by an engineer, and therefore should be considered preliminary and subject to change. KLEJNFELDER 2405 140'h Avenue NE, Suite A-IOI, Bellevue, WA (425) 562-4200 (425) 562-4201 fax PAGE 1 "'r- o , '" '"' , '" ~~ '-'E-o .,;.,; 0.0 :>< ..:1 <>: ~ H ..:1 E-o ~Ul :<:~ ~:ii E-or, Z 0<>: HO E-oE-o UU ~~ 0.0. UlUl ~~ <l' o '" '" '" Ul ~ -..:1 r-~ 0'-' ?:;~ '"' 'E-o "'<>: o 0. o ~r... <>:0 .,; 0.:>< ~E-o <>:H o.U o o CD '" , 1/1 r- '" '" o '" i': o gj Ul ~~ Zz 00 :X::X: 0.0. E-o Ul E-o Z Oul <>:z r...~ ~ ~<>: '-' ",..:1 "'.,; "'3: E-o ul Z '0 oU Uo ..:103: ..:10~ 'Z -0 "0:' "'''':. 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Permit No.: Time Departed: 6 pm Reviewed By: Date Reviewed: Travel Time: 6 hrs Type of Observations: gMasonry ,- We Iding r- Bolting Batch Plant r Foundations ~Reinforcement Steel r Fireproofing f-' Pre-Post Tensioned Tendon r Metal Decking r-- Concrete r Soil Othe r Documents Referenced: St. Pin pgs S2.1, 3.2, Gen.Notes on S-l.l, 1.2, HarvardSteel CMU Reinforcing Dwg. No. P-2 Summary: As requested, Kleinfelder arrived on site to perform reinforcement inspection and grout placement observation. ASTM A615 grade 60 reinforcement placement, clearances, and lap lengths are all as per plans and specifications. No incomplete or nonconforming items noted. Fred Hill Materials, Inc. delivered 8 cubic yards of Type I 2500psi grout. Grout was placed by pump and was mechanically consolidated. Lift depths are as follows: North wall excluding pilasters - 24". NE corner - 24" East wall- 24", All walls are now built up and grouted to the same height above grade. Repairs on the doorway on west wall are still in progress - Keith Kuhl Masonry is confident the doorway will be completed tomorrow. All bmu walls were fully grouted excluding the pilasters, which will also be grouted tomorrow. To the best of my knowledge, all items placed were in conformance with general project specifications and requirements. Report Items Comply r-- Report Items Incomplete ~'Report Items Comply with Exceptions Acknowledged By '" Kleinfelder R r entative Signature Kimber y J. Swanson K1einfelder Representative Print Name Representing NOTE: Observations, pass/fail evaluations, and/or recommendations (if applicable) provided herein have not been reviewed by an engineer, and therefore should be considered preliminary and subject to change. KLEtNFELDER 2405 140'h Avenue NE, Suite A.IOI, Bellevue, WA (425) 562-4200 (425) 562-4201 fax PAGE 1 .RI KLEINFELDER CONSTRUCTION OBSERVATION REPORT Project Name: Walgreens Client: Walgreens Date: 06/11/2007 Project No. 83335 Project Location: SE Race & Hwy 101, Port Angeles, W A Time Arrived: 245 pm fJic;;'@J Contractor: Fisher & Sons Bldg. Permit No.: Time Departed: Reviewed By: Date Reviewed: Travel Time: 6 hrs Type of Observations: <<,Masonry r We Iding r Bolting r Batch Plant r Foundations K'Reinforcement Steel r Fireproofing r- Pre-Post Tensioned Tendon r Metal Decking r Concrete r Soil yrOther Documents Referenced: St. Pin pgs S2.1, 3.2, Gen.Notes on S-1.1, 1.2, HarvardSteel CMU Reinforcing Dwg. No. P-2 Summary: As requested, Kleinfelder arrived on site to perform reinforcement inspection, grout placement observation, grout sampling/testing and mortar sampling/testing. ASTM A615 grade 60 reinforcement placement, clearances, and lap lengths are all as per plans and specifications. No incomplete or nonconforming items noted. Mortar is a Type S Spec Mix PCL sand mortar dry pre-blended mix delivered in 80 lb. bags and mixed on site according to manufacturer's instructions and job specifications. One set of three 2x4 cylinders were cast for compressive strength testing. Fred Hill Materials, Inc. delivered 8 cubic yards of Type I 2500psi grout. Grout was placed by pump and was mechanically consolidated. Lift depths are as follows: South wall - 32". This is the second lift on south wall for a total lift depth of 4'. West wall- 4'. Doorway on west wall was out of plumb, so bmu's on each side were removed, door was realigned to plumb, and bmu's were replaced. Those will be grouted at next grouting operation. One set of three 3x6 prisms were cast for compressive strength testing. Sampling and testing for consistency and temperature were performed. Results are as follows: Temperature - 76F, Consistency - 10", To the best of my knowledge, all items tested were in conformance with general project specifications and requirements. r Report Items Comply r- Report Items Incomplete f>( Report Items Comply with Exceptions Representing ~~ K1einfelder Representative Signalllre Kimber! y J. Swanson Kleinfelder Representative Prim Name Acknowledged By NOTE: Observations, pass/fail evaluations, and/or recommendations (if applicable) provided herein have not been reviewed by an engineer, and therefore should be considered preliminary and subject to change. KLEINFELDER 2405 140'10 Avenue NE. Suite A-IOI, Bellevue, WA (425) 562-4200 (425) 562-4201 fax PAGE 1 KLEINFELDER Construction Observation Report Project Name tdb-gMr4 {/ Project No. J- q"3 3 S p~~-U. Bldg. Permit No. Date Reviewed b If '1-! b f.- , . Date r;.....~-07 DFR No. Client Project Location ,95'1 P. .;::;~ 5i- ":' Contrnclor ~/L Reviewed b _ Time Arrived Time Departed Travel Time Type of Observations o Masonry o Welding o Bolting o Batch plant o Reinforcement Steel o Pre-Post Tensioned Tendon o Foundations o Fireproofing o Metal Decking o Concrete ,,d'sOil o Other Documents Referenced H~ ~/-r-A/J . r- ;6 Report items comply Acknowledged by ems incomplete o Report items comply with exceptions KI~ature f3r., k If COtS4~ Kleinfelder Representative Print Name F-1 (08106) .III J<lEINFElDER Report Items Comply i Report Items Incomplete r- Report Items Comply with Exceptions Acknowledged By Kleinfelder Representative Sigllalllre Representing Kleinfelder Representative Prilll Name NOTE: Observations, pass/fail evaluations, and/or recommendations (if applicable) provided herein have not been reviewed by an engineer, and therefore should be considered preliminary and subject to change. KLEIN FELDER 2405 140'" Avenue NE, Suite A-lOt, Bellevue, WA (425) 562-4200 (425) 562-4201 t;u PAGE 2 CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . . REQUEST: Date 05-3\-01 Time AM Received by ) - \ V1 & 0\... 8personJ Location of Work to be inspected Name of person requesting inspection Address of person requesting inspection Type of Inspection (circle appropriate one): C)32-2, h0Y\+Si-. S-k.ve Phone No.3bO - 3'1 \ -LaS' Permit No.' a 7-0'-f3 Sewer Foundation Framing Chimney Plumbing Final Sewer Excav. Other Inspected: Date Remarks: Time WIll G n>u't t7\.-+ t\00\'\ I~ II I,'ff of No~ d. By Y ~-e si- wo-.l ( stee-\ INSPECTION NOTES: RESTORATION REQUIRED. . . . .. YES NO SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved DGravel 0 Asphalt 0 PCC o Other o Repaired by City [] Repaired by Permittee o No Damage Found Work Order # o COMPLETE o INCOMPLETE KlEINFElDER Daily Field Report (DFR) Project Name l,} C, p} r /- If":} ~j tJv,J Project No. J33;J:> S- / 1V'J..4-'I Project Location Hd'j. 10 (/: %r I- 44-~ft:.:.J / t-J A-S /IIA.I~~IJ Contractor f=:;.s ~ 4- ~ ~ .s Technician j r I1/t ~ ~ t:#IU Weather ~. 5'-1... ;'7#1.'" 630 F (go aF ,4-{jJ-cr~OOI tG2 ~ ~ / Earthwork Equipment Observed A.J A- DFR Given to (or I Reviewed by Date ..s- /..:7 1/ .:<..<:Jd 7- ., I' Time Arrived II tJ () Time Departed H. . :1 d /111 Travel Time .3 4.,.. (~d I,)""y'\ /~ Total Time (Hours) Mileage ~ /60 DFR No. JM"t o.r3/()1 f> ts- r k-SJd i..,.. ,~ r/-d. ", c..~ () 0. AO J-.- , Iv) v-r i-c.sh~(.-<-r i (l'61Jr (l1~.J..~~ /2"0. ~C~. . "r1- - ~r~. c..o ~~/ei~ ~ r t:=:"" {(IS LJ ,',i., /- c::.e.. P. r(J ~ t -:2-0 ~ (~ '30. >I-~J by rrG>>vl- /;;.... 3d ~ ~J07 ~"YOCJ ~ 0' NOTE: Observations, pass/fail evaluations, and/or recommendations (if applicable) provided herein have not been reviewed by an engineer and, therefore, should be considered preliminary and subject to change. ..- -. - - - ., Page~ of ~ j er~~'1 fvltA-,5tSil1,. '?4' Kleinfelder R~resentative Print Name F-7A (08106) KLEINFELDER Daily Field Report (DFR) Date 3d ml+V Ity] I Time Arrived l,;LtS- Time Departed Travel Time (0 Total Time (Hours) DFR Given to (or left at) Mileage Reviewed by Date Reviewed DFR No. -rype o.p.()~~~,,",ot\~~ a,n~M+- ~~ p~C-et.~^"'" / ~ ry '(OU* plQ~ Observations/Remarks: e.; t;d": ~: '9-\.(u S I I I 5 ..;. .3,3.1 ~Is L.(~J 53..l. OL.~t> I,~,"t', ~ As ~JJlS ~ KJe.tn ~ a rd 'N:d (JY'\ 5;1f:., ~ fD~,.JJ,),.m r6nfbr~M.en+ ~~If\* tfl3~~/CIY'I ll..-ol'h) prffJrrt') fJ"IO,<it1t1ry cq-rtJaf' ph;'i>-Ynan;1- ()~Va.J.I(fr7 ~ rv~ ~~~'8' ;:'~l~M ~ r>"-,"mhrcefl1~+- p(q~i'J ~roN1LS, and kip l~s aN?- ~" QCLorda,'ufL ,,/,"fh F plAns '#--5pet:..i.(.;cu.'I-h/VllJ. Nt) 1()CAJvr\{J/~ Dr (lDn -aJfl~rM~ n<i- ,-1-&-15 I1lJ1&J. ~ f"'"ktr ~3J \ '- Il1 r--kv ' 'n &:JI ~~~~ ~ 'l C rlXA {. Project Name Project Location L.-' ~ . e. '-i-- ' Contractor :~" ~..... ~.If\:> Weather --.L..(ecu') 5( J Vlny I Lr h r iN\ Earthwork Equipment Observed r1 (q '7.{)e> F + ND-1t6 -1J(,J CiJrflD . .Nor+hwC411 - ". .=5ou--H1\ and 6Qs+- UJ4/ls ~ lu~ emu s haw_ Om- ~7ner;:;e~:ln~~~';; ~% ~::::r;:,t::;~~~t;; ~:~j1t;a~~(r~~tr~ Jf:;;J::~~1~~:;~~ 4mioc~r~ ~J~ NOTE: Observations, pass/fail evaluations, and/or recommendations (if applicable) provided herein have not been reviewed by an engineer and, therefore, should be considered preliminary and subject to change. Page-l- of -1- ,J<.; h1~ U' ~1'. 5C(,Jat/l <)/PJ Kleinfelder Repr.fsentative Print Name \ ~ Mr- ~ 0 '- 0 M '- i l/1 >< <l; Q Ul ~~ ~ "E-< Z <l;<l; Q o.Q ~ ;.: Z "- 0 '\} ~ 0 ..:I 0 <Xl Cll H \ N Ul , Ul l/1 0 r- 0. ~ N Ul <l; \0 0 0 0 >< >< N .. ~ ..:I i ..:I "'..:I ~ ~ o~ <l; ~ " ~ H ;': M~ ..:I ~~ Ul E-< Q ZZ ;:;:0. <l; Ul ~Ul <Xl 00 H..:I ~ ~~ ~ :I::I: E-< Z E-< \ 8~ Ul 0.0. 0 0 ;:;: H Z E-<'":l 0. E-< j <Xl U Q Z .. <l; ~ ~ O~ ..:10 0. 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OlD c.l U E-< "'00 ONl"""l~E-4 00 HE-< tI........... :2;m Z 0:..:1 l"""lWHW '0 8U~ e:>N>E-<~ oU 0000 O..........WOO Uo c.lc.l ..:!lilf-!OW ..:10:': '00: o:lOCJ)~O:: ..:Ioc.l 'Z E-< ~~ -0 H <1)0:>; ~"'~ OJN:>; '" E-< '-<00 0 00 OJ 'U "'oo~ UlN ZOO ID E-< <: 'M elHW .-< Z <l;r-", :z: 0: 000 '0 H ex> O:Z +JOO ~ 00 "'c.l ><00 (~~ W W 0'0 HOO -..:I WO: "'00 t:lww r-W e:> MO ~E-<E-< Oe:> N..:i el' , UlW :.~ M<I; WIDr- OW..:i "':': 0000 O:Jllo N 0:>; ......E-< ug]8 1110: 0: 0: 0 . m 0: 'W '" '" ZO m ~ 0 E-< .~ W'" 00 -U .-< 0:0 OOE-<<I; ..:iZ E-< 0 0 <I; g]:i!~~[j..:l H 00 "'>< ~ ...... WE-< OZZZO:llo '" .-< O:H ~WO:':<I;'" >< ..:I "'U E-<UO"'<I; '" E-< m m KlEINFEtDER CONSTRUCTION OBSERVATION REPORT Project Name: Walgreens Date: OS/24/2007 Client: Walgreens Project No. 83335 Project Location: SE Race & Hwy 101, Port Angeles, WA Time Arrived: 8am Contractor: Fisher & Sons Bldg. Permit No.: Time Departed: 830am Reviewed By: Date Reviewed: Travel Time: 6 hrs Type of Observations: r-' Masonry We Iding r- Bolting r Batch Plant Foundations ,RReinforcement Steel r~ Fireproofing r Pre-Post Tensioned Tendon Metal Decking D(Concre te r' Soil r Othe r Documents Referenced: Structural Plan pages S2.1, 3.2, General Notes on S-1.1, 1.2 Summary: As requested, Kleinfelder arrived on site to perform final reinforcement inspection and to perform concrete placement observation and concrete sampling/testing. ASTM A615 grade 60 reinforcement placement, clearances, and lap lengths are all as per plans and specifications. No incomplete or nonconformance items noted. Angeles Concrete delivered approx. 73 cubic yards of Type VII concrete mix design # C-3125 w/out air. Concrete was placed by pump truck and was mechanically consolidated. Sampling and testing for consistency and temperature was performed on the first truck and the sixth truck. Results are as follows: 1st test: Temp. -74F, Consistency - 4.75" 2nd test: Temp. - 80F, Consistency - 5" Two sets of four 4x8 cylinders were cast for compressive strength testing. Two early break cylinders were cast for Fisher and Sons, Inc. as per job plans and specifications. Concrete cylinders were placed in insulated coolers for protection, and to achieve the required 24 hour set cure temperature of 60 to 80 degrees. Concrete cylinders will be picked up, and transported to concrete lab within 24 hours +/- 12 hours. To the best of my knowledge, all items tested were in conformance with general project specifications and requirements. X ~eport Items Comply Report Items Incomplete r Report Items Comply with Exceptions Acknowledged By Kimberly J. Swanson Representing Kleinfelder Representative Print Name NOTE: Observations, pass/fail evaluations, and/or recommendations (if applicable) provided herein have not been reviewed by an engineer, and therefore should be considered preliminary and subject to change. KLEINFELDER 2405 140lh Avenue NE, Suite A-lOl, Bellevue, WA (425) 562-4200 (425) 562-420 I fax PAGE 1 J~ W CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ]2\ EAST 5TH STREET. PORT ANGELES. WA 98362 Application Number Application pin number _ . Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 07-00000421 Date 663410 932 E FRONT ST 06-30-00-7-2-0200-0000- ELECTRICAL ONLY 5/14/07 COMMERCIAL ARTERIAL o Owner Contractor WALGREENS 932 E FRONT ST PORT ANGELES (360) 452-9104 WA 983624015 STRAITS ELECTRIC PO BOX 2914 PORT ANGELES (360) 452-9104 WA 98362 Permit . . . . . Additional desc . Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL TEMPORARY SERVICE STRAITS/ 200A TEMP 100024 STRAITS ELECTRIC 58.00 Plan Check Fee 5/14/07 Valuation 11/10/07 .00 o ~ }-> Qty Unit Charge Per 1.00 58.0000 ECH EL-TEMP SRV - 101-200 .8RV FDR Extension 58.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 58.00 58.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 58.00 58.00 .00 .00 ~ ~ ( 1 V\ ~l COMMENTS/ACTION NEEDED ELECTRICAL PERMIT INSPECTION.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 YltS I NO I II (.H ~ 1I11-rI-l_IN / CUYbK ~bK V lCb kIN AT I J{-li-07 Ac.,(..) .. I I I GENERAL COMMENTS: PW-II02.IS 14'961 KLEINFELDER 2405 140lh Avenue NE, Suite A101 Bellevue, WA 98005 (425) 562-4200 DAILY FIELD REPORT The following was noted: page-+--Of--.2.- DATE JOB NO. S-IO-Of PROJECT 16r+ A-V\,,\e..\I:lS - WrA\lI\.ree.../'"IS LOCATION ~r.\- A'^f\e..\'o~ - W 0-5,'-'., <l C\.1-o-l'\ CONTRACTOR -=- OWNER hs\-.-er a^'h SO^5 WEATHER TEMP. SO Oat O~OO AM L:leo..r Oat PM PRESENT AT SITE S. l)"".rs-t- TYPE OF INSPECTIOS 0" \ S 0'800 - 00;'t( G< c.\<.t\ II -$ 5""0 If (ff b><,<c.k.~i\\ ~lr IJ.J. .ar f:o+'\J( l-if's'+- pe r 5V F/ ~r be+-\..-. S'(),l ~ \'Y\".r-c \.l( (\<A') Q'f',(\ \1<... he>. c.lt-PI} l/Vlc,-Ierr..../ -- s:: (C, boo Ie.- O("ld .0o<Alf V\..1t' a. CA(1d / .f, s -I- f) < /'" I - krr" I ~ - ThL (Jr 5+/'7Jc.1ures 0 r rO\ve~,f\+-. -I- <r~o.lc.. fu -+~<' <;r:inO c{"Id j~v<?.[ .pI I +hej {;jr{ ('o"~I~(lJe6 IO\V9<>1\\ (<;S. . h.\~ If\r-e Uf'J $n \ \..J ~ \\ V ( t- ~ )"'(., ()V"\ +\"',5 ?.tDJ'l.<"+ Is 6-t- \/VhA'><.'\N\V",^ Ny deM;~ - r .rhJ;e.w ~e..- r1CA'C'\<. a.+- I-t- CI,fV'e...C\ all a~,,-~ r Lv:" ln~ '''Sf(c.....h''j VJ ;11 ~L pc<\/('6 (),- u(lOer +he..bv, I J; J . OQ'25 - ~\~.r"'" ~"...-- ~..s+s, 0..\\ .rOo;' ()f((:L r....,;+h -fl." (0<,\+'-"""+",,,,,,, ,./.-/<; tl.....~, 0.. '1-(, 1M/, /:.(:+ t:\bNo..k> peG<. 0......v~\. The ()(\'1 rC'>'^Ap"rh",,,, ;, (rn\/'-o. IA j'''~f'''''''.) J",k ei./-/",r ht>t., - 'D"c~ or pI" a "'<'"loA-\".r I ,-~+-. I II Received & Acknowledged by: Representing: L-29A (8/06) Signed: Date: r::-- S ~/O ~o7 KLEINFELDER 2405 140lh Avenue NE. Suite Al01 Bellevue, WA 98005 (425) 562-4200 DAILY FIELD REPORT The following was noted: Page~of '2.... DATE JOB NO. )- (G -Of PROJECT (0 ,.\- A ^"\~ \os W .... \ "\ rc.. l ,.. LOCATION U \J CONTRACTOR OWNER WEATHER TEMP. Oat AM Oat PM PRESENT AT SITE TYPE OF INSPECTION 110'0 ('o~t. o 0;( ( 0 VV"l c..c +1 . IS CtcCf'pl-r:.blc.} v",'!':/ ..J.-{,,~ +"''''/ 1ft \..vL,'ch s-ho"ld be r;.S-% rn,^^~"Ct-;()^ 1200 - (O{\s-t-rVC.-\' ,,'" c.+: +......u't) +re nc\nt"S, o,f\.e..- q \<::>l'\.O -\.-h. <;"0 v+-V-e r of\ yt> rl we...+e.r a+- +k r~~ed,! ' <AY"lO Cl("l<::>~t.r' <HICM-e.d NvJ ro Sf"" (V\ +k 5w Y'( o.p..+k $";+(' ('t'l.')-I-~V),-,~r - ;2 I;f+~ '>.~ <"Cl1")~)' jn.VI' I o.l'e flc.rr^ c.v..f-Ir." 12'( +[,,'rltV'l('r~ -u'u., "I. V'Vl1'1C<s-P- I'll." \IV;, ,'It) (' a "~ )t.\'W SIR 'I .M':-'....J I) f\)f'h~ 6 011 r;, r -I- ht. .r V'\'" \ I, f + r -the.. (V'\+C"'''~nl'''+-c.. lJ+r 'ir" (o.f\,\"....c.+~ l,...,+-L." "- J v'VVlpIJ JC\.( IL.' L..</l. ~e -He fV\O\\ IJ+- '1\ (Ol/Vlf...c+~d v-;+l" C1 SVV70o+~ drd"""" .roller -y G\VV\ t,,,",,,\o\< +0 ~I,{:.+k \'\\;1'1..... O{\ -+~ C"',! 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I', i u I ~ I ) I ai 'I I - I I: : ~ I I . O I I S I I ~ I I I I I 'I I I I 1_ I~ I::: IS Ii: >- I I }...I I W t ~ I I.' ~ I I --' I -:0; l_~ t. : :II ",I' ~ ~; ~ ~ Ill! !<ll ! I: ill " IS ~l ~~~IIi:: ~ iIi~ I z till'" ~ j!! ,~ tV I" In N Iii ~I~ -;~:~ a~ \ ~ oM I \I ~: I: IN P= \ I~\ q s 1 ~ ;' \n :1 \ !~: I'" In. , ~ ~ :'l52 ~ :: , _ I ~ J I:~. II ~~ ~;:: 0-. '" , '" I II' l>- I II I II .O~ II 1:/ II II I II I 'I / ! ! I / "" ~ '1.. '0 \ W \ ~ ~ "&-- ~ "" v \. \',.. 2. ~ ". . ~~~f'~ .i ---- ~\ --{I!! I! ~ 55: f;~ ~ II U. 2! u.. ~ . ~ or; ~~ ~>~~~r i: ~. 0... )_..-/" ~ ~"'l :5 ~ ~ ~ k.. ~_~_. .._I.J_......~..-QEU _ ..lL. ........~.._, f _ 1!I1IIll:IJI!' X F7 en :ii 3.6llrz.rrN: ~ '" I :~ _..I I -, -~ 1 -1 ;J -'1 ts _..I 5.. -~ IN! --1 i~,., I I I I I =~ ~ tJ.-L.L...J_L---J,.'" \!! ----=--'=-- ,96'6rL " - " C! " ~ 'x:_ ~ ~ d- "'. f6 .J i , ~ ID ~ ... L-i ~ y G a ~ , -;;r; = ~= oMl ~\/ ~/~Yd~ I ~ i - IS I I I I J :i :S , J~}K:'" -:;;!". ~~ c _J I -1 · ;I -~ co!l _J i5 M -~ B.N ~_-l o I 0> -1:ll I ~ I 1--1 N ~ .)(0) ~ _J 8 I -~ ~ ~ .)--1 ~ .o<?t~ . ~ ~ =~ . "" ~ ~ -1 IS. . ~ i:'r 'P\ :j 't ~ ~> <j5 ~~-~ '-.3 "c\ &. ~I. . \ P =j d r ~ I I~ I -~~ fr.:: t L..l..J_L._....lx0> \0 '---.:::::: - , en .... u: 0>'- ::r:~<O :::enlt'l CIl 0> N (f)uiX) x~~ I..LJ 0: _ -- s --- i~ ~, ,/ ~ d - Q - -- --------- .96'6r1 J...____- 2~ !J . ~. I . · '. t.. I ,- KlEINfEL. )ER DAILY FIELD REPORT Rle Number Project Name Client Received Copy of this Report Location t:r Yes o No Page \ of \ Technician/Engineer 5- OL ~ 0 Daily Field Report Number ?o d-' ,". CS Contractor/Rep' ntative r' . :J" C},d.~i,) C . r//\ \t 1.: F.:> \' uu '[..t< ....., \.t-{/I ~ Gauge Number Mileage <D; 00 A-f"I Time Departed 7' ~_"~JOr Travel Time (hours) tJtj 5 1/ 7- Total Time (hours) '375,L, Results Reported To ale Reviewed . . ~. ) g--. 01 Test Test Location. , Number V~ \')1,) \\c\~ $" of F..-o(\"t ~:i"'~~\-' Probe Test Lab Max. Test Dry Depth Elevation Dry Density Density (inches) (feel) (Ibs/cu ft) (Ibslcu ft) "'ti . 1(,,- J 35. L Itd' ~ \ 3S, z.. , C1S<t lIP t- \ 2b.z. 135.2- \3~ , 2- \ ~S' Z. (May not Include minimum) % Of Comments Max. Dry Density /3i5 .z. \3i.b 1")"2.,0 130.<1 \30.7 Any unresolved test (date/number): C/) W I- o Z 1. Test results, pass/fail indications, and/or recommendations (if applicable) provided herein have not been reviewed by supervisory staff and, therefore, should be considered preliminary and subject 10 change. 2. Tests were conducted in general accordance with generally accepted testing procedures practiced within the site area at the time tests were performed. D Continued on next page. WHITE COPY-OFFICE YELLOW COPY-FIELD PINK COPY-CUENT L-30A (8106) . KLEINFELDER Daily Field Report (DFR) Technician. ~~ 8 Z:33~~~r Date 5-j-()7 Time Arrived \() '. \'j 4:~~ Time Departed~ Travel Time g ,iJ "'~. Total Time (Hours) 'D,S ~ Mileage DFR No. /2. JL- OS-Of 0 ~ Project Name !.A)(l\~~ C{\S ~("I(.\- ~k~ Project No. Project Location Po\'f- ~ ContractorJ;6\;~~r ~ ~-)n6 Weather ~\t'V"(',Q~'~ Earthwork Equipment Observed DFRGiven ~v Reviewed b ~~ Date Reviewed ~/ , Observations/Remarks: ----.Uk OJC\~ ex") ~'\-e. @ I D'~ \S f+.M. Q~ feLt ulJ'ed -to ~..fcrM VI ~ \ole , ~5~~~E$~t~~\~ :tn~7~tt~~;;.~~i~,\ C~Il(N~ ~, ~~~c\ tB ~ \(0" liB:: tlThl e~ied ~ jV\Ul~ M 0.. SD- D>c :Yn. c 01 AN ()1 cL f-5) NOTE: Observations, pass/fail evaluations, and/or recommendations (if applicable) provided herein have not been reviewed by an engineer and, therefore, should be considered preliminary and subject to change. Page_ of _ F.7A (08106) # ,CRT~. ~.I,O~ (j,~ rr~ ~-- ~~ CITY OF PORT ANGELES PUBLIC WORKS - UTILITIES DIVISION 321 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 07-00000043 Date 430333 932 E FRONT ST 06-30-00-7-2-0200-0000- WALGREENS COMM NEW CONST 2/26/07 COMMERCIAL ARTERIAL 1200000 Owner Contractor SEG Port Angeles; LLC 845 106th Ave NE #100 BELLEVUE WA (206) 275-2800 Other struct info OWNER 98004 TOTAL % LOT COVERAGE CONSTRUCTION TYPE HARD SURFACE AREA NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS 38.00 V-N 1. 00. 1. 00 35605.00 13618.00 13618.'00 1. 00 permi t . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date PUBLIC WORKS COMM WATER SERV 95091 2780.00 2/26/07 8/25/07 Plan Check Fee Valuation .00 o Qty Unit Charge Per 2.00 1390.0000 EA PW W/M COM 1" Extension 2780.00 Permit RIGHT OF WAY Additional desc ABANDON 2 EXISTING W/M Permit pin number 95109 Permit Fee 550.00 plan Check Fee .00 Issue Date 2/26/07 Valuation 1200000 Expiration Date 8/25/07 Qty Unit Charge Per Extension BASE FEE 500.00 1. 00 50.0000 ECH RIGHT OF WAY PERMIT 50.00 Permit . . . . . Additional desc . Permit pin number permi t Fee Issue Date Expiration Date SANITARY SEWER HOOK UP 95083 670.00 2/26/07 8/25/07 Plan Check Fee Valua.tion .00 1200000 Qty 1. 00 10.00 Unit Charge Per 120.0000 EA SAN SEWER HOOKUP 55.0000 EA STORM DRAIN C/B Extension 120.00 550.00 Special Notes and Comments Address numbers shall be lainl vi . 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 construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:\Policies\ II 02.15R [1/05] 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 YES I NO PW UTILITIES (Engineering Division) WATERLINE I METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB & GUTTER DRlVEW A Y APPROACH BACK-FLOW DEVICE I I I FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/uSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R W. I PWI CONSTRUCTION - R W. ENGINEERlNG 417-4807 PW I ENGINEERlNG FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\PoIicies\1 102.15R [1/05] bf ,ORT ~ ,*.~ ~ha. ~-- ~;? CITY OF PORT ANGELES PUBLIC WORKS - UTILITIES DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 07-00000043 Application pin number 430333 Page Date 2 ,2/26/07 Special Notes and Comments Address numbers shall be a minimum of six inches high and be of contrasting color from the background.. Owner is responsible for ongoing fire alarm system inspection and maintenance per the current addition of NFPA 72. Owner is responsible for ongoing fire sprinkler system inspection and testing per the current addition of NFPA 25. This project will require seperate permit and fire sprinkler plans for review. Call for cover inspection for all sprinkler installations. A full acceptance test will be required for all fire alarm systems. 02/01/2007 01:18 PM KDUBUC ----------------------------- This building will require separate permit and plans for fire alarm system. 02/01/2007 01:18 PM KDUBUC ----------------------------- A KNOX locking keybox will be required for the building. Contact the Fire Department at 417-4653 for ordering . information and details. 02/07/2007 04:38 PM SROBERDS -- The proposal will result in a new commercial structure in the CA zone for a total lot coverage of 38%. No land use issues are anticipated. Electrical load calculations and elctrical permits are required. Contact Bob Larson, Electrical Engineering, for cost estimate to extend 3 phase primary power to site and install a padmount transformer. 01/24/2007 02:32 PM GMCLAIN ---------------------------- Sanitary sewer,fire line and storm tap to be completed by contractor. This connection is to be inspected by Public Works prior to back fill of ditch. 24 hour advance notice is required. Contractor will submit Traffic Control Plan to Public Works for approval prior to work on Front Street or Washington Street. Construct driveway and Sidewalks to City Standards. Close/restore all driveways not used. 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. 2 existing water meters to be removed & capped by City crews & payed for by owner. Other Fees STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 4000.00 4000.00 .00 .00 Plan Check Total .00 .00 .00 ..00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 4004.50 4004.50 .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 atter 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 constructio'n or the performance of construction. Signature of Owner (if owner is builder) . Date Signature of Contractor or Authorized Agent Date T:\Policies\1102.15R (1/05] PERMIT INSPECTION RECORD '. CALL 417-4807 FOR UTILITY INSPECTIONS, PLEASE PROVIDE A MINIMU~ 24 HOUR NOTICE, IT IS UNLA WFUL 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 CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEW ALK CURB & GUTTER DRlVEW A Y APPROACH I I , BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R. W.I PWI CONSTRUCTION - R. W. ENGINEERING 417-4807 PW I ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT, BUILDING 417-4815 BUILDING T:\Policies\1 102,15R [1/05] -.s ~"'~ 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 07-00000043 Date 430333 932 E FRONT ST 06-30-00-7-2-0200-0000- WALGREENS COMM NEW CONST 2/26/07 COMMERCIAL ARTERIAL 1200000 Owner Contractor ~ f=;s~ f]'Sons II'\C, 0'"2.-5 f isrier Le-.,he 8vrllY\1-toh) W A 98233 (300) ,r::5"1 - YO'1Lf SEG Port Angeles, LLC 845 106th Ave NE #100 BELLEVUE WA (206) 275-2800 Other struct info OWNER 98004 TOTAL % LOT COVERAGE CONSTRUCTION TYPE HARD SURFACE AREA NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS 38.00 V-N 1. 00 1. 00 35605.00 13618.00 13618.00 1. 00 permi t BUILDING PERMIT - COMMERCIAL Additional desc COMM BUILDING Permit pin number 93401 Permit Fee 6365.25 Plan Check Fee Issue Date 2/26/07 Valuation Expiration Date 8/25/07 Qty Unit Charge Per BASE FEE 200.00 3.6500 THOU BL-IM + (3.65 PER K) 4137.41 1200000 Extension 5635.25 730.00 Permit MECHANICAL PERMIT k Additional desc Permit pin number 95281 -?y L' Permit Fee 163.20 Plan Check Fee .00 Issue Date 2/26/07 Valuation 0 /, 0/ Expiration Date 8/25/07 Qty Unit Charge Per Extension 1s BASE FEE 50.00 3.00 14.7000 ECH ME- INSTALL 100- FAU 44.10 (] 2.00 7.2500 ECH ME-VENT FAN 14.50 EP 3.00 18.2000 ECH ME-INSTALL 100+ FAU 54.60 Permit . . . . . Additional desc . Permit pin number permi t Fee Issue Date Expiration Date PLUMBING PERMIT 95299 184.00 2/26/07 8/25/07 Plan Check Fee Valuation .00 o Qty Unit Charge Per Extension 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 orwork 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 c~G,tion~ \ -=....~ ;;l -,).' - 07 Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:\Policies\ II 02 _15 building pennil inspection record05.wpd (1/4/2005] I BUll..DING PERMIT INSPECTION RECORD . . CALL417-48]5 FOR BU]LDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 4] 7-4807 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. INSPECTION TYPE DATE ACCEPTED COMMENTS . YES NO FOUNDA nON: FOOTINGS I I SHEAR WALLS 1 WALLS I I FOUNDA TJON DRAfNAGE 1 DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR 1 SLAB ROUGH-rN WATER LINE (METER TO BLDG) GAS LINE FINAL DATE ACCEPTED BY: BACK FLOW 1 WATER AIR SEAL VI ALLS CEILING I T FRAMING JOISTS 1 GIRDERS SHEAR WALL/HOLD DOWNS WALLS 1 ROOF 1 CEILING DR YW ALL (INTERJOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING I I MECHANICAL ROUGH-IN HEATP~/FURNACE/DUCTS GAS LINE FINAL DATE ACCEPTED BY: WOOD STOVE 1 PELLET 1 CHIMNEY MANUFACTURED HOMES FOOTrNG 1 SLAB BLOCKJNG & HOLD DOWNS SKJRTrNG PLANNING DEPT. SEPARATE PERMlT#'s SEPA: P ARKING/LlGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/uSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRJCAL - LIGHT DEPT. 4 I 7-4735 ELECTRJCAL LIGHT DEPT CONSTRUCTION R. W. 1 PWI CONSTRUCTION - R.W. ENGINEERJNG 417-4807 PW 1 ENGINEERJNG FIRE 417-46.53 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUlLDrNG 417-4815 BUlLDING T:IPoliciesll102 15 buildmg pennl1 mspecl10n record05.wpd [114/2005] I CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 Page 2 Application Number 07-00000043 Date 2/26/07 Application pin number 430333 Qty Unit Charge Per Extension BASE FEE 50.00 15.00 7.0000 ECH PL- EA. FIXTURE ON ONE TRAP 105.00 1. 00 7.0000 ECH PL- EA. INSTALL WATER PIPE 7.00 1. 00 15.0000 ECH PL- EA. BLDG SEWER 15.00 1. 00 7.0000 ECH PL- EA. WATER HEATER 7.00 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 bilckground'.' Owner is responsible for ongoing fire alarm system inspection and maintenance per the current addition of NFPA 72 . Owner is responsible for ongoing fire sprinkler system inspection and testing per the current addition of NFPA 25. This project will require seperate permit and fire sprinkler plans for review. Call for cover inspection for all sprinkler installations. A full acceptance test will be required for all fire alarm systems. 02/01/2007 01:18 PM KDUBUC ----------------------------- This building will require separate permit and plans for fire alarm system. 02/01/2007 01:18 PM KDUBUC ----------------------------- A KNOX locking keybox will be required for the building. Contact the Fire Department at 417-4653 for ordering information and details. 02/07/2007 04:38 PM SROBERDS -- The proposal will result in a new commercial structure in the CA zone for a total lot coverage of 38%. No land use issues are anticipated. Electrical load calculations and elctrical permits are required. ~ Contact Bob Larson, Electrical Engineering, for cost estimate to extend 3 phase primary power to site and install a padmount transformer. 01/24/2007 02:32 PM GMCLAIN ---------------------------- Sanitary sewer, fire line and storm tap to be completed by contractor. This connection is to be inspected by Public Works prior to back fill of ditch. 24 hour advance notice is required. Contractor will submit Traffic Control Plan to Public Works for approval prior to work on Front Street or Washington Street. Construct driveway and Sidewalks to City Standards. Close/restore all driveways not used. 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. 2 existing water meters to be removed & capped by City crews & payed for by owner. Other Fees STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due 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 construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:\PoliciesIlI02_15 building permit inspection record05.wpd [1/4/2005] BUll,DING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 4 J 7-4735 FOR ELECTRICAL INSPECTIONS. CALL 4] 7-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL 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. INSI'ECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDA nON: FOOTINGS SHEAR WALLS 1 WALLS FOUNDA TlON DRAINAGE 1 DOWN SPOUTS PIERS' I POST HOLES (POLE BLDGS.) I 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 ALIJHOLD DOWNS WALLS 1 ROOF 1 CEILING DRYWALL (fNTERIOR BRACED PANEL ONLY) T.BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING I MECHANICAL ROUGH.IN HEAT PUMP I FURNACE 1 DUCTS GAS LINE FINAL DATE ACCEPTED BY: WOOD STOVE 1 PELLET 1 CffiMNEY MANUFACTURED HOMES f FOOTING 1 SLAB BLOCKJNG & HOLD DOWNS SKJRTING PLANNING DEPT. SEPARATE PERMIT#'s SEPA: P ARKING/LIGHTING 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./PWI CONSTRUCTION. R.W. ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417.4750 PLANNING DEPT. BUTLDING 417.4815 BUTLDJNG . . T:\Policies\1102 15 buildmg pennll mspectlOn record05.wpd [1/4/2005] r--. . S '~N~ "-~ .....-: "l.it,,~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 Application Number . . . . . Application pin number Permit Fee Total 6712.45 Plan Check Total 4137.41 Other Fee Total 4.50 Grand Total 10854.36 07-00000043 430333 6712.45 4137.41 4.50 10854.36 Page Date 3 2/26/07 .00 .00 .00 .00 .00 .00 .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 construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:\Policies\1102_15 building pennit inspection record05.wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD INSPECTION TYPE DATE ACCEPTED COMMENTS I YES I NO FOUNDA nON: FOOTINGS 5h~/07L JLL R~13.AR ~h2/0r TLL SHEAR WALLS 1 WALLS re-fulnlOjWa.\\ 08/01/01 PB FOUNDATION DRAINAGE 1 DOWN SPOUTS I re:\-o,\olnj Wo.ll O'2>/15/D7 J"U- PIERS POST HOLES (POLE BLDGS.) , PLUMBING UNDER FLOOR 1 SLAB ;/-"0 I nt- ;:r L.\- ROUGH-IN in h2.lo~ PB 'fj /3/67 fB WATER LINE (METER TO BLDG) GAS LINE w&1' -Zg -() 1 DATE "'JL.L- ACCEPTED BY: BACK FLOW 1 WATER AIR SEAL , WALLS CEILING I FRAMING '77~Tfo7 :H..L JOISTS 1 GIRDERS SHEAR W ALUHOLD DOWNS WALLS 1 ROOF 1 CEll..ING DRYWALL (INTERJOR BRACED PANEL ONLY) I ti)-I~-ol cel't;nj Ghd ~(,L- T-BAR INSULATION 'bl \~/o( :JL-L.. 3 (1''5/07 -;5LL ~/20/07 -:riA_ SLAB WALL 1 FLOOR 1 CEILING I MECHANICAL ROUGH-IN o 'bl "bolen :JU- -q-I~-o7 f))eeh. Ro~h-J:I'\ iu... _ HEATP~/FURNACE/DUCTS 1\-2-01 {.1t:. y-€s>uY'e--le-st-dlL GAS LINE FINAL 11-7.~""O DATE -;rI.L ACCEPTEDBY: WOOD STOVE 1 PELLET 1 CHIMNEY MANUFACTlJRED HOMES FOOTING 1 SLAB BLOCKING & HOLD DOWNS i~~ SKJRTING ~.-Q ~QO-o (\.-0% C 5 ~ PLANNING DEPT. SEP ARA TE PERMIT #'s SEP A: '%-~ . .? . . P ARKING/LlGHTING ESA: '~~q VI LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/uSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRJCAL - LIGHT DEPT. 417-4735 ELECTRJCAL LIGHT DEPT CONSTRUCTION R. W.I PWI CONSTRUCTION - R.W. ENGINEERJNG 417-4807 PW 1 ENGINEERJNG FIRE 4J7-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUlLDING 417-4815 BUILDING i- Ih-I'I S? ::iLl CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4,73,5 I:OR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLlC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UN LA WFUL TO COVER. INSULATE OR CONCEAL ANJ' WORK BEFORE ~. INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCA TlON. ~ KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. ~ ~. ~. f ~ \A T:\PoJicies\1102 15 building pennit inspection record05.wpd [1/4/2005] QJ N rt ~. ~ .l~ 04/04/2007 10:15 4254512025 PAGE 02/04 r ) FllEO FOR HECORO j\ 1 lilt REQUEST / ---. CLALLAM TITLE CO. F . -'.-.-~. r:CORCED'::l ,'r:cr.~.l',,!(:l,\L~,Hl CQ, "--...-. 2007 1196718 C13q~m County 2001 FEB 23 PH 3: 25 o AFTER RECORDING MAIL TO: Name SEG Port Angeles LLC Address 845 1 06lh Avenue NE. Suite 100 City/State Bellcvue, W A 98004 Attn: Todd A. Peterson ._.~~~.- , ,-,..~ ~.n'h __._ ._." ~ First America" Title Insurance Company Document Title(ll): (or transactions contained therein) 1. Zonin~ Lot Covenant Referenee Number(!l) of Document.c; assigned or reJea!led: Additional numbers on page of document (litiS space for /i/le company liSt only) Grantor(s): (Last name first, then first nerne and initials) 1. SEG Port An~eJe!\, LLC \.......,/ Additional names on page of document Grantce(s): (Last name first, then first name and initials) 1. SEG Port An~ele!l, LLC Additional names on page of document Abbreviated Le~aJ Description as follows: (i.e. lotlblock/plat or section/township/range/quarter/quartcr) LOTS 1,2,3,4. & 5, BLI< 2. WU.tlAMS & CRAMER SUBDIVISION, V 3, P 45 Complete legal description is on page 3 of document AssCllsor's Property Tax Pareel/Account Numbcr(s): 063000-720204,063000-720205 & 063000-720210 &. 063000-720200 NOTE: The auditor/recorder will rely on the information on the form. The staff will not read the document to verify the accuracy or completeness ofrhe indexing information provided herein. ..J RECORDPA r f pORT~.... .O~ &'~.. iI~ ~-- ~~ CITY OF PORT ANGELES PUBLIC WORKS - UTILITIES DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning . Application valuation 07-00000156 Date 904000 932 E FRONT ST 06-30-00-7-2-0200-0000- PUBLIC WORKS UTILITES 2/15/07 COMMERCIAL ARTERIAL o .00 2/15/07 8/14/07 Plan Check Fee Valuation ..00 o --S:::\ ~ o \.'\. ~ ~ ~ ,. --\. Owner Contractor SEG Port Angeles, LLC 845 106th Ave NE #100 BELLEVUE WA 98004 (206) 275-2800 OWNER Permit . . . . . Additional desc . Permit pin number permi t Fee Issue Date Expiration Date . RIGHT OF WAY BLDG AWNINGS RUP#07-08 95364 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total .00 .00 .00 .00 plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .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 construction or the performance of construction. Signature of Owner (if owner is builder) Date Signature of Contractor or Authorized Agent Date T:\Policies\11 02.15R [1/05] PERMIT INSPECTION RECORD ~ CALL 417-4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE 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 . YES NO PW UTILITIES (Engineering Division) WATERLINE / METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB & GUTTER DRlVEWAY APPROACH BACK-FLOW DEVICE I .. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R W./ PW/ CONSTRUCTION - R W. ENGINEERING 417-4807 PW / ENGINEERING / 417-4653 FIRE DEPT. FIRE PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\Policies\1102.15R [1105] PORT ANGELES FIRE DEPARTMENT PLAN REVIEW Project Name: Walgreens Address: 932 East Front Plan # 07-01 I Com ~ Residential D I Date: 2.2.2007 We have checked this plan and find that it conforms to the requirements of our codes and ordinances. 1) A fire sprinkler system is required. Separate fire sprinkler plans are required for review. 2) Owner is responsible for all ongoing fire sprinkler system inspection and testing. 3) A fire alarm system is required. Separate fire alarm plans are required for review. 4) Owner is responsible for all ongoing fire alarm system inspection and testing. 5) A KNOX box is required. Contact the Fire Department at 417-4653 for ordering and placement information. 6) Addressing is required. Address numbers must be at least 6" high, must be readily visible from the street and must be of a contrasting color from their background. NOTE: Prior to the issuance of a Certificate of Occupancy, compliance with the above conditions must be met. Reviewed by: Date: 2.Z.01 -~-- D D Building Department Copy -------- Contractor/ Owner Copy Fire Department Copy .- .. BUILDING PERMIT . APPLICATION FOR OFFICIAL USE ONLY: Date Rec.: /-/7.....07 permit#:~- 4 Date Approved: DattSUed: -:} Fill out COMPLETELY and in INK. Your application and site plan MUST B COMPLETE to be accepted for review. If you bave any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 Applicant or Agent:~ .I!i~' t'!..d.Lt ~ Phone: ~ Owner: S.F:. bteAltJ~ t:FlJ1=1"FAAmJrJ ll~ Phone: 1..at..1...'1~. '2.II>t>D Address: ~ I~YIINle 1-Je;/1JO City: ~l;ro(v::! I'JJ.A- Zip: ?fbPt%/ ArchitectlEngineer:~-!:>~,"' d.6oIJ. ~VS Phone: b!Jef .32.fb. 4;4t,t/ Contractor -rfP:J:? State License #: Exp: Phone: Address: City: I Zip: PROJECT ADDRESS: <:;pr ~ j2AL"p. ~ ~.I CJn E Hzo~'- WNING: LA LEGAL DESCRIPTION: Lot: Block: Subdivision: CLALLAMCOUNTYPARCELNUMBER: ~ CUlL NJJ~ COMMERCIAL SIDENTIAL: Occupancy Group: No. of Stories: L Lot Size: ~~xisting Sq. Ft. Total lot coverage ~ % TYPE OF WORK: o Residential 0 New Constr. 0 Re-roof 0 Stove o Multi-family 0 Addition 0 Move 0 Garage k Commercial 0 Remodel 0 Demolition 0 Deck o Repair 0 Sign 0 Other BRIEF DESCRIPTION OF THE PROJECT: ~ PLANNING USE ONLY: APPROVALS: PLAN: BLDG: DPWU: ESAlWetland(s): 0 Yes 0 No SEP A Checklist required? 0 Yes 0 No Other: FIRE: 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 time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: Ifno permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section RI05.3.2 of the International Building/Residential Code, 2003). No application ~an be extended more than once. "t , I hereby certify that I have read and examined this application and knOll!( tfle.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 required ,not the City's, and that I must obtain such permits prior to work. , APPIi''''t~W ,,! ' T:\FORMS\BldgPennitAppl., wpd Date: III all)7 /< P- ~/v I 833 W20 " 25 " ~ "",,, " . .. .. 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HdW Ot:-1ND~..:l ..:lD i7m~' IT ']J\I~ r- zE8 <:(0 WW il'!!; iii <( ~ >- ~~ ~ Qw 0 ti~ ~ -,I- Z II:'~ z fflo 0 IL-.: ~ ::Jw 0 rou :r \'JZ ~_ di;1;~ x ~u~~1 ~ w 0-' . lil8w:! tl: il'z!!;dJ .0 S5~\'l ~ Cl z Z wO~Q ~ II: w II' <0 w~~<:( >- 1l::J-1l Z ~g Gi G ~ dJlI:~~ ~ ~ouw 0 <:( Z <oil I: -' , I I C!l z a: a: I-::Jw J:UU C!l13z enO~ w x: ~ ;l I1.lii~ w~Cl 0 S N018NIHSVM a: en .i ...I ~ ~ z ffi a: e ~r o U CIl < a: 0 w a: ~ t --- . a: en l- e ~ en CJ ~- ~ . I ~ i~ I o~ <1:1:8 I E-4S ~: 5' D J:ql5 ~~ ~w ~ en s:: 1----- Street Lookup Parcel Number 0630007202000000 Site Address: 932 E FRONT ST PA Quit I Taxpayer: SEG PORT ANGELES LLC 845 106TH AVE NE STE 100 BELLEVUE, WA 98004 845 106TH AVE NE STE 100 BELLEVUE, WA 98004 Title Owner: SEG PORT ANGELES LLC Description: WILLIAMS & CRAMERS SUBDIVISION L TS 1-5 B L 2 Value Summary: Note: Listed values do not reflect adjustments made for exemption programs such as Senior/Disabled or Current Use programs (except Commercial Forestland properties). Land Value: 311,500 Improvements Value: 157,590 Total Assessed Value: 469,090 Property Characteristics: Note: Use Code is for Assessor's purposes only. Contact the appropriate planning or building departments for Zoning and allowable usage of property.. Use Code: 6517 MED CLlN OUT Land Size (acreage): .00 Note: Acreage is not listed for all properties in the Assessor's records. More information about land size. Tax Status: Taxable Tax Code Area:: 0010 Note: Zoning and zoning codes change constantly. Verify all zoning with the appropriate planning or building department. Building Characteristics: (Click on Bldg. # for more details.) 3L Bldg. Type Bldg. Style Total S.F. BD BA 01 One Story 3450 Tax History Sales History Other parcels at this address: Quit I http://apps.clallam.netlwebsite/sitis _ s. pgm ?address=93 2 &street=FRONT ST Page 1 of 1 &p... 7/1712007 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 4 .. Topic Index I Contact Info "r T T' '., Safety Claims & Insurance Workplace Rights Trades & Licensing Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber Printer Friendly Version General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment I. of account and carry general liability insurance. License Information License FISHES*2500E Licensee Name FISHER/SON INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600170606 Verify Workers Comp Premium Status Ind. Ins. Account Id Business Type CORPORATION , Address 1 625 FISHER LN Address 2 City BURLINGTON County SKAGIT State WA Zip 98233 Phone 3607574094 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 9/5/1975 Expiration Date 9/8/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License - https://fortress.wa.gov/lni/bbip/Detai1.aspx?License= FI SHES * 2500 E 9/12/2007 ~ ~ INllRN_".T10NI\I COO[ COUNCil. KIMBERLY SWANSON STRUCTURAL STEEL & WELDING SPECIAL INSPECTOR The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful completion of the prescribed written examination. Expiration date: ~2~9 (:, No. 5281628-85 _ I ' /- ....c. ".:...... - Not v ICC certification attests to compel. ~ (0 , j FILE Kil11berlyJ.Swanson Senior Inspector Technician KIMBERLY SWANSON REINFORCED CONCRETE SPECIAL INSP - ASSQOA TE The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful completion of the prescribed wrillen examination and ACI requirements. Expiration date: July 7, 'lDC:H No. 5221623-18 III KLEIN FELDER 2405 140th Avenue NE, 5uite A I 01 Bellevue, WA 98005 (425) 562-4200 (425) 508-1649 cellular (425) 562-4201 Fax kswanson@kleinFelder.com Employee-owned Not valid ICC cenijicotion GllmS to competent knowledge www.k/einfeJder.com ~~.€ 'I##W/W F~ -'? "c'''--~ CALIFORNIAE~:;i DRIVER LICENSE C4048225 KIMBERLY JENICE SWANS 17937 BGlMAN RD COTTON<IOOD CA 96El22 SEX:F HAIR:BLN HT :5-05 WT: 175 CLASS: C KIMBERLY J SWANSON STRUCTURAL MASONRY SPECIAL INSPECTOR UBC The individual named hereon is CERTIFIED in the category shown, having been so certIfied pursuant to successful completion of the prescribed written examination. Expiration date: June 24, 2 09 No. 5281628.X4 / RSTR: CORR LENS ':~~ . 08/21/2003 23S RB ,0/08 ~' JJc,/ / J',y~ ;'f ~ ':iJJ' .-9 ~ ~ (\\ ~ ~ ~. . 1: .e- Lo ~ 04/04/2007 10:16 4254512025 PAGE 03/04 ,---. ZONING LOT COVENANT IIWE the undersigned owner(s) of the foDow.ingdescrio.e.dpfOPer.tY;. (Insert legal description here) />.*r:>tf-~ do hereby covenant that said property shall be designated as one zoning lot as defined in Section 17.08.032 "Z" of the Port Angeles Municipal Code. This: CQvenant creates one inseparable building Jot which may only be removed through compliance witll Chapter 58.17 RCW (subdivision regulations) and/or tbe City ofPort . Angeles short subdivision regulations (Ordinance No. 2222, as amended). This covenant shall be binding on the owner(s), heir(s), assign(s), and BUCCCSSor(s) in interest and shall be filed with the County Auditor's Office. This covenant is for the mutual benefit of said owncr(s), '......../ heir( s), assign( s), and successor( s) in interest and is for the further purpose of compliance with state and local land use and building regulations. This covenant may be enforced by injunction or other lawful procedure and covenant by the recovery of any damages resulting from non compliance. 'fED this ({ dayof .Mf/A!<-Y' ,20~_ SC~ p.,n- ~~c.c.r Jt.Lf:- . , (Owner) (O"-'Oer) --.-.. ST ATE OF WASHINGTON) 55 COUNTY OF CLALLAM ) I, .1~t d G. T^~ : Notuy Public in mol fue the Stam ofW"bmgto" do h...by cettify . that on this J.(j:, ayof "1_111----'--- - _ . 20~ peISonally appeared before me Seo# G~A',.J6E"- ,""~AG,.~ 1"It~~",'( . __ .r...,~C; pot<;r ~GE'.c. 1:S. LC. c. to I me lr to '" the ;n<tivUluol(,j d=ibod m ~ 'I"'" ""'~ tbc wUhm ms__ om! ",1m""Iedg,d that . signed and sealed the same as 11 ~ ~ free and voluntary act and deed for the purposes herein . d ~~'"ITIH'O''' me one. . "",\ 'I,,, l\o~ . . ,~:.~ M-H .~ ........... ..",. ~~ I I j { . 11 1- GJVEN UNDER MY '.~"'" '. ~ tWt: ~.J. day of' 20~ ~'..,_-;._t ~~ ~"!" tOtA.,. .. \..,~ :.: ...... .~ = - . . - ~ ~ ~ ~ : S ~ ...~. Ill\.\ ':.!lo. ~ ~"-:a' u.... tA. -="~ ~ '.Or "'i'Y~' .......~ ~ ~...I'#...r;31 .' ""~~ ~ ""D.......l....s.\~~~' """"1 'F W~ IS l' "~,I'"~ "fI"" '111\\\' ',-~. '---' 04/04/2007 10:16 4254512025 PAGE 04/04 ---.----.....- ...--...... -...... LOTS_L2,3,4. & 5: (SEE DEED A.r,N. 200.3-11006.71 "EXHIBIT BOO) lOTS 1, ::,3,-4.0& 5 IN SLOCK 2 .OF .~ILUAM~. AND.CRAMER SUBDIVISION OF SUBURBAN LOT NO,7 OF' n,E CITY OF PORT. ANGELES;. WASHINGTON, ACCORDING TO PLAT THEREOf RECORDED IN VOL. :3 OF P'LATS,PG, ol.5, ~'ECORDS OF CLALLAM COUNTY, WASHINGTON. ALL SITIJATED IN CLALLAM COUNTY, WASHINGTON. TOGETHER WITH AND SUBJECT TO EASEMENTS, RIGHT':"OF-WAYS. CONOmONS AND RESTRICTIONS OF' RECORD, IF ANY. . ~ PARCEL MAY ALSO BE DESCRIBED AS FOllOWS:' THAT PORTION OF' WILLIAMS '& CRAMERS SUBDIVISION OF SUBURBAN LOT H 7, SLOCK 2, TOWNSII E OF PORT ANGELES, BEGINNING AT TI-iE NORTHWEST CORNER OF SAID BLOCK 2, BEING THE IN fERSECTlON OF" RACE ST. AND E. F"RONT ST.; 'THENCE SOUTl-i 56'36'.36': EAST ALONG THE NORTHERLY LINE OF 'SAID BLOC/( 2"A DISTANCE Of<'iJ9,96 FEET; . THENCE SOUTH 33"22'23" WEST. A DISTA~~CE OF 3S FEET TO 'THE TRUE POINT OF BEGINNING; 1}iENCE SOUTH 56"36'36" EAST, ". A.(:1I..~+.A.NCf;..-Of"--24g.,.P3- ~EE:r:~ENGE - S0lJ.T-H-'-3:S7.!~2-.:r' -WES'T7'-PAA;A;l:lEI::.,-T-e -THE -E*s:FERe'~'-E---'-" ._ _ .__,. OF SAID BLOCK 2, A DISTANCE OF t.42.93 FEET: THENCE NOR1l1 56"36'.38" WEST, A DISTANCF. OF 249.93 fEET; THENCE NORTH .3.3"22'23~ EAST, 'A DISTANCE OF 142._46 FEET; TO THE TRUE -E.OINT OF BEGINNING. ~.t '. .- .... ELECTRICAL INSPECTION '. WIRiNG REPORT 417-4735 PERMIT It o - 13bB o~, --' I JZ61'-[b ~~ APPROVED NOT APPROVED o .................... DITCH. . . . . . . . . . . . . . . . . . . . 0 D. . . . . . . . . . . . . ROUGH IN/COVER. . . . . . . . . . . . . . . 0 D. . . . . . . . . . . . . . . . . . . . SERVICE. . . . . . . . . . . . . . . . . . . 0 ';(,. . . . . . . . . . . . . . . . . . . . FINAL. . . . . . . . . . . . . . . . . . . . 0 CORRECTIONS NEEOEO: NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTERS, INC. (360) 452-1381 ol:-'~ ^~ ~.... "..-- ..- t.~:; ~t>~.t" -... Job wired by I:J- Electrical Contractor 0 Owner Electrical contractor name -/ J C-A(.,- ~ I"l:,. A I {;/ f..' Purchaser s mailing addfess /0 / IN"i~; j)./ ~, <' City ---- / . 1..11 ~ /' ,_' .(/.." ~. Telephone number r; ':'''..'_ iI', - Y (- u License number I <.' ~ I?ate Exp!r1s st:7fl /.))' O{(6)::J5d 'Ji- CY State ZIP ,U J 0 rOC" FAX number Premises owner's name lJ~/<r-t.,-~1 Address' of inspection 1> L f: f-u...,..j "5-1r<L-:t ~ih' (YZC ) f J f-()(j; i,~"" Phone n-umber to schedule Inspection: Owner as defined by RCW./9.28.26/:(l) Owner will occupy the structure/or two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property 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 in 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. Slgnalure of owner, eleclrical conlraclor or eleclrical adminlSlralor X ,~-------- Date: II/ICI/>7 Electrical Load Additions and or subtractions o NO LOAD CHANGES o Baseboard KW o Furnace KW o Heat Pump Ton LAA o Fan.Wall KW ELECTRICAL WORK PERMIT APPLICATION , t Installation description W Commercial D Residential DNew D Altered/Addition UI'..-.7d A7") ~~,< ~"<)c<''''''-''~~ / ",A ,,,,);r;;.NVJ-. /ldj ~iiv,1f"'- Aq;;..v 0..11 110 ~ SQ Fr ~ 0(.[ m} Jy I ;;'Mf'(".. pO!)","" U'I t/~ <e-f,.J,.' ./41 (11 Z.,))S 1- oS-O ') 1/-'/ p.,-, :..~ I)<'-i<""~ ....t~t7l>1rs,,.. \tv () ~ ~ /) ! ."")(..0- {rt: (..,c-bt.-- (38'- 2- /J/,q,'! ~ ,.(I.P-!-IrtJ Q ~ 'l , ".....:;. o Cash 0 Check # I:jtCredit Card Card # Mastercard Discover Expiration Date of card , ? ion fee 500 Service Information Voltage PhaseD 1 03 Service Size: Feeder Size: D Overhead Service D Temp Service D Underground Service ROUGH-IN THERMOSTAT SAME DAY INSPECTION. CALL BEFORE 7:00 AM 360-417-4735 SERVICE Dale Approved By Dale FlNAL JV~/DI ~ DITCH / I Approved By Dnle Approved By FEEDER Dale Approved By Inspection Date Area, Building or Equipment Inspected Dale Approved By Action Taken Electrical Inspector 'PrL- Look Up a Contractor, Electrician or Plumber License Detail Topic Incl'x Contact Info Search ! Home Safety Claims ft Insurance Workplace Rights Trade~ & licensing Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber Printer Friendly Version Electrical Contractor A business licensed by Lal to contract electrical work within the scope of its specialty. Electrical Contractors must maintain a surety bond or assignment of savings account. They also must have a designated Electrical Administrator or Master Electrician who is a member of the firm or a full-time supervisory employee. License Information License CHECKSS035B8 Licensee Name CHECKPOINT SECURTY SYS GRP INC I Licensee Type ELECTRICAL CONTRACTOR I UBI 601764866 Verify Workers Comp Premium Status Ind. Ins. Account I Id Business Type CORPORATION Address 1 8180 UPLAND CIRCLE I Address 2 I City CHANHASSEN County OUT OF STATE I State MN Zip 55317 i Phone 8008884443 i Status ACTIVE Specialty 1 LIMITED ENERGY Specialty 2 HVAC/RFRG L TD ENERGY I Effective Date 1/28/1997 Expiration Date 7/28/2009 i Suspend Date r Separation Date Parent Company j Previous License ALARMu088LE I Next License Associated FREDEJP973CR I License h tt ps :llf ortress. wa. go v II nilbbi p/Detai I. aspx 'iL i censeC HEC KS SO 35 B 8 Page 1 of2 . 11120/2007 Look Up a Contractor, Electrician or Plumber License Detail Page 2 of2 " Master Electrician Information License FREDEJP973CR Name FREDERICK, JEROME PAUL Status ACTIVE Business Owner Information Name Role Effective Date Expiration Date CHAMPEAU, STEVE 01/01/1980 KHALIL, NICK 01/01/1980 COPORA TION SRVCS INC AGENT 01/01/1980 Bond Information Bond Company Bond Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date FIDELITY 8: DEPOSIT Until #1 CO LPM801345800 12/12/1996 Cancelled $4,000.00 Savings Information No Matching Information Insurance Information No Matching Information Start a New Search Printer Friendly Version About L&I I Find a job at L&I I Informacion en espanol I Site Feedback I 1-800-547-8367 ~...r ... , (" ~ ~ ..... .waslllngton wdo;hmgto". State Dept. of i abor ilnd Indu"trip5 USC' of tnl') 'iitf' i<, subjf'( t to the law" of thf' .',. . "tilteo! Wd-:.hm<{:lw. A((c')s AWC'('flli:n: : PnYdCy (lnd "('(Wltv <,tdtcm('llt In{('qded use/cxternai con\cnt policy Vp;,it dcceS5.Wa.gOY "tiltf oniv Unk https:l/fortress.wa.gov/lni/bbip/Detail.aspx?License=CH E C KS S 0 35 B 8 11120/2007 ~~~~... o~. .- 11., rr;;::;;:...:\} l..\~:! "t-~+ ....... Job wired by Iil Electrical Contractor 0 Owner Electrical contractor name License number Date Expires -z:tIAS COrVtMUNltATIDJ\)S. Uu.:,:,'1"q33CW Z/lb/r:fI Purchaser's mailing address I 1ol.-J6:::, N lv,.;EJ2... 12'0. State ZIP City 1')\t.J6 Mlc..,l;'", Telephone number - 2.7'->- n<\-LL <... w{) Q. 90u. FAX number 5cA-~ Premises owner's name WAU,..e.6EN <.. Address of inspection Q'3? E! r{ZDN'J ST: City .poiZl /W(;.lS(E:S Phone number to schedule inspection: 50'7- <I - Owner as defined by RCW/9.28.26/:(I) Owner will occupy the structure for two years after this electrical permil is finalized. (2) Owner is required to hire an electrical con/raclor if above said property is for sale, rent or lease. Arter reading the above statement, I hereby certify that I am the owner of the above named properly or a licensed electrical contractor. I am making the electrical instal- lation or alteration in 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. Signatu actor or electrical administrator Electrical Load Additio Cl NO LOAD CHANGES Cl Baseboard KW Cl Furnace KW Cl Heat Pump Ton Cl Fan-Wall KW LAR / Date:/o-Zt-Of- \.... . , ELECTRICAL WORK PERMIT APPLICATION II Installation description IJl Commercial 0 Residential Cl New o Altered/Addition TEL- C...-- ./);vL. Appa.~)L 6s App20)( 26 I1-??,zDY- I ~ A-oDeo/. 12.. S?eAIC6IZ-s, A-7/A-afl:;)~ /H0JIl.:f- PII(J/lJ6 S'i5T6/IA 13~/8;'J )..:) pO '7".::' - (:>0 o Cash 0 Check # II I I ~ 1. t/ X ,JS'. (J'1) o Credit Card Visa Mastercard Discover lYtTfJ f1roAlc.. &0/ Card # Expiration Date of card o Overhead Service o Temp Service o Underground SelVice Voltage Phase Cl 1 Cl 3 Service Size: _ Feeder Size: SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360-417-4735 /' ROUGH-IN "- Date Approved By /' FlNAL #J;i ~ Inspection Date THERMOSTAT Dale Approved By / DITCH Dale Approved By SERVICE "- Date Approved By FEEDER Dale Approved By Area, Building or Equipment Inspected Action Taken Electrical Inspector FE:- NAL- ELECTRICAL INSPECTiON WIRING REPORT 417-4735 PERMIT 1/ rAJ/v r APPROVED NOT APPROVED o .................... DITCH. . . . . . . . . . . _ . . . . . . . . 0 D.. . . .. . . . . .. . . . . ROUGH IN/COVER. .. . . . . ... . . . . . 0 D. . . . . . . . . . . . . . . . . . . . SERVICE. . . . . . . . . . . . . . . . . . . 0 D..................... FINAL................... X CORRECTIONS NEEDED: @ 6.. ~N A i;I-l.,A<LJ L)~ :S"".J>A~~~ NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTERS, INC. (360) 452-1381 09/23/200; 10:35 ~~ 3606139515 HANSON SIGN CO S. , . 'I ~Itiii;;.....~ Job wired by ~ Electrical Contractor 0 Owner Electrical contractor name /1' Be>..t'I 5otol ~ ll~ l.i 0 PurchAser's mailing ad PoD. ~t?X" '1.1 ~ City ;:): luevdale. Telepbol\l:'l nl.llTlber 3/"o-L.o/3-'lSSO License number Dl1te Expires JlAJJ5D5rJIOP>MI -rlJ7/0'?' UJ~' ZQf38' ~ FAX number 3lPO-lQI ~-'i's I ~- Premises I)wner's D::ame IAJ a.l Q re. -e. V\ ~ Address or ~.;-ectlon -.9 ?I d t.- j: ("ol'l f- S 1- ;~r; ::m~" to,~.3,~:,;ct;..: Owner 4.~ d~fined b)',RCW.J9.28.16/:(1) Owner will occupy !hc struCture lor two yt!QTS ajier th~ c/CCln"caf permit is finulized, (2) Owner is requ.ired to hire an electrical contractor if above said properly iJ for sale. rcn( or lease. Aller rcadinS the 3bovc statement, I he1'cby certify that I 3m the: ownc;:r or the above named pTOperty or u 1ic~nsed electricul conlr.u.:tor. I ~m l\l3.lcing the elccoical instal- lation or altcrntion in compliance with the ele:etrieallaw~. N.E.C., RCW. ChaplcT- 19,28. WAC. Chaptcr 296-46B, The City of Port Angeles Muoicipal Code. and Utility SpecificarioM. ;c::~n". electrl..' cont",t., ., "~':;;: c(i;47;; Electrical Load Additions subtractions o NO LOAD CHANGES \:I Baseboard KW o ~umaoa KW o Heat Pump Ton o Fan-Wall KW ~ 002/002 .", " ELECTRICAL WORKPERMlT APPLICATION. Installl..tion de,cription ~ Commerelal 0 Residential IJI New o Altered/Addition 5 - Wll-~ re..e.V\ d P hOlV MttC-.j S ~ 9 f) ~ d - Pho+-o 51'gr'\~ ;)- d4\..l1C..,",=>'I~n~ I - \J('~ lie.. \'nVlA 14- 1- E.x; t- d- \A); l'\.d.DU, J LO~f) ") I - P D te- .") \ ~ 1'"\ 1'1 J(>rm-- o Cash 0 Check# 7 all Credit Card VISa . Mastercard Slen~ Expiration Date of card 1nspeetion fee $ .)J/3 q:E Service Information LAR o Overhead Service o Temp Service o Underground Service Voltage F'hasaO , \:I 3 Service Size; Feeder Size: \ SAME DAY INSPECTION. CALL BEFORE 7:00 AM 360-417-4735 ROUGH-IN lHERMOS'IAl' D~le DaLQ "'''''I'P\I~liIy FINAL 1l/d67#L- , Ddl(: "l'pro\le4 By DITCH SERVICE API'otI\1eo .Ii}' pace ",""".-e.IBy . FEEDER Oale AflWclVed By Inspection Date At'ea. Building or Equipment Inspected DIlJIl ~ro\le.dBy Action Takl;tl Electrical Inspector. JII""'/ ,I ELECTRICAL INSPECTION WIRING REPORT 417-4735 Or-I..{;' PERMIT # OWNER/CONTRACTOR So<re..A IT"' "E~c....: LC ADDRESS ..,:~:z '!Z;:. -~~ _S~ APPROVED NOT APPROVED o .................... DITCH. . . . . . . . . . . . . . . . . . . . 0 D.. . . . . . . . . . . . . . . ROUGH IN/COVER. . . . . .. . . . . .. . . 0 D. . . . . . . . . . . . . . . . . . . . SERVICE. . . . . . . . . . . . . . . . . . . 0 ~. . . . . . . . . . . . . . . . . . . FINAL. . . . . . . . . . . . . . . . .: . . 0 . GORRECTIONSNEEDED: ~~><- DT'G.tJ ;:s -~l( ~~Itlll{k\ ~OTL~-r U)urf..12.. lZ.1U lEI VI Ntr., ~ (, ~rJ~, _~E&3:RLOL Qt,of') "Z.. L...16t-rr NoT Wt'JI(t,(t.lw_ NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - . OLYMPIC PRINTERS, INC. (360) 452-1381 ~~.,.. ~ ~ ELECTRICAL INSPECTION ' WIRING REPORT 417-4735 " r1l.ctV- r APPROVED NOT APPROVED o .................... DITCH. . . . . . . . . . . . . . . . . . . . 0 D. . . . . . . . . . . . . . . . ROUGH IN/COVER. . . . . . . . . . . . . . . 0 D. . . . . . . . . . . . . . . . . . . . SERVICE. . . . . . . . . . . . . . . . . . . 0 D. . . . . . . . . . . . . . . . . . . . . FINAL. . . . . . . . . . . . . . . . . . . . 0 CORRECTIONS NEEDED: (J;) ,#E (..J/ ~ $L ...If (l- A-u 4C..HJ<<>.A/~, (il/:;c..... 6o,,;e 7rJ.P H""~ WH"rr~~ A'I )1.71-1 L /'~L, ~'.JI1I<'c./itR ~ Ail ~ NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - ~ - OLYMPIC PRINTERS, INC. (360) 452-1381 ........ r; 06/06/2007 12:45 ~~ 3604574698 ST~~ITS ELECTRIC & - 21 14101' . ELECfRICAL WORKPERMlT APPLICATION a -.. Job wired by III Ele.lri.al Contra.tor (J Owner Installation descriPlion Ji( Commerci.l 0 Residendal ~~wcuwar~ A"t/5t.:i'Etiiftjnt stre-d CI'fbrt If Phone numbrr 10 I edule IDSpeCf.lon%-Z~/tY/ Owne,. as dfjincd by RCW.19.2B.26J:(I) Owner will OCCIIPY the Jtrvr;tlln:!fJr '.....0 year:r after llW eledrical ptrm/' Is jifUJli:e.d. (2) Owner i... re.quin1I to hin.' an eleclrical contraclor if aboW'" said propeJ1)' is Inr sale. Tfml Dr lE:asf!. Aftc:r reading the Ilbove Statement. I hereby cc.rtify that 1 am the owner of the above named property OT a liC:~5ed decalcall:OntrilcLOr. I am making tlle cll:Ctrical in~l- lation OT alteration in compli.ance with the electrical law~, N.E:.C., ItCW. Chapter 19.2S, W . Cl1apter 296-468, The Cily of Porl Angeles Mllnitip::lJ Code, and Utili ~ification!i_ owner, e'edrlr.al CooDtrador ur ch:dri.;aJ administrator Electrical contractor name S~r~ir~ Rlprr~ir PUTCha.~'s mailing il~S$ p n 1=lt""lV ?Q14 City Port- AnqAlp.~ Telephone Dumber License number Date E:.pjrcs ~~RnTF.*n11n~ qtni [J New [J Allered/Addition Sale ZIP w:a QA1:h:? FAX nwnbcr g~ 'Sl:fVi (e.... ~)~~ {/J 7(J/1 (J Cash (J Check # ~ Credit Card Vosa Mastercard CW#___~iliL~a___~____ Discover Date: 6-22-07 Expiration Date of card 2iR if. O(j , 5 K 9/.o(J 7S. or) Voltage Ph... [J 1 0 3 Service Size: _ Feeder Size; YI~ ApProved, 9y FINAL nfl.f.Jo7 ~.y D~Ic: Allpo'(lvCf! Yy E itions and or subtract( (J NO LOAD CHANGES o Baseboard _ KW o Furnace KW CJ Overhead Service IJ Heat Pump __ Ton _LAA (J Temp Service (J Fan-Wall _ KW 0 Unde'lll'Ound $eN;.. SAME DAY INSPECTION. CALL BEFORE 7:00 AM 360-417-4735 u ROUGH~ D'~O:.~.y inspection Date ~ FEEDER Area, Bu.ilding Or Equipment Inspected Action Taken /Jo C.N"",",," << /'<I Lrb ace-. Electrical Inspector A-tD . ' ~ 04/16/2007 14:18 ~~ 3604574698 STR~ITS ELECTRIC I4i 01 (;-- 'GO $ ELECTRICAL WORK PERMIT APPLICATIQN Job wired by IlD Electrical Contractor tJ Owncr Installation description A Commercial Cl ResldeDdaJ Electrical contractor name Str~i~~ Rlp-~rric PW'ChB:';c:o;r-s mailins Bddrt:$ p n Hnx 2914 Cily License d\Jmber DIItc: Expires STRAIE*0110S 9/07 o New 0 Alte<NIAddition State ZIP Port Anaeles WA 98362 Telephone number FAX number 60-452-9104 360-457-4698 W[rZf{~ At1~~ECl'.'hDnt St-r-ecr ~~~b.r~:~p:Cli.O' 451..-<1'04 Ownt"r a5 defined by RCWJ928.26J:(J) 0lt.7U!'r will occupy the. .rtruc,u,.e I"" IWO years qfier this electrical permit is frlali2ed. (1) awlle" is ''et!llircd 10 hire an electrical COnlracrur if abcM: .said propaty is for sak nml or lease... ACta readine the above statement, I hc~by certify that I am the owner of the above n3med pro Ot a licensed electrical ConU'"JctoT. I am making- lhe electrical instal- lation r ration in compliance with the c1cctriCi\llaws. N,E.C., RCW. Chaplet 19.2 W C Cllapler 296.46B. The City of Pon Angeles Munil:ipal Code, Dnd Utif y S C IC bons. al!r. ell!~trlll:al enntraetor or eleC1rlc:~1 admlnlstr.ator tJ Cash tJ Ch~k # 121 Credit Card VIsa Mastercard Discover Card#____-~~~__~____ Date: -1)7 Expiration Date of card I~l:tion cc $ ls-. 00- Service Information E.lectrical Load Additions and or subtractions o NO LOAD CHANGES o Baseboard _ KIN Q FumBce KW o Heal Pump Ton LAR o Fan-Wall KIN }!i.. Overhead Service jilTemp Service CI Underground SaNiee Voll8ge rzo/zr/O Phase Jit 1 0 3 Servica Size:_ Feeder Size: SAME DAY INSPECTION. CALL BEFORE 7:00 AM 360-417-4735 ROUGH-IN ,r THERMOSTAT ,r SERVICE DM. APl""~"" M~ D.lIe Appn;l~cd By D.lc Apllf'U.....d By ,r ,r FEEDER . if /~;/,,~~j.Q DITCIf "- Oale Approved By D.. AppRlved By Inspcl:tion Area. Building or Equipment Inspected At;:tiorl Taken Electrical ODtC Inspeclor 1/-2'1' 07 Al-f2Ct>.b'f /,.JS71lLlCt! ,&{/ f5lre:CErV! ~l!JJ ___.' ,. ?nnil tlt'1\ .L U -, [ ronT "- .4QOJ1l~nia F~ston - Re: Walgreens ei.o)ect at the SV'horneroT'Front ~@. WashinQton, Port angeles / / / / / / Page 11 ; ,I From: To: Date: Subject: Trenia Funston Todd Peterson 11/15/2006 3: 26 PM Re: Walgreens project at the SW corner of Front and Washington, Port angeles Ok per Gary Kenworthy, City Engineer, TF >>> "Todd Peterson" <todd(cilcrqrealtv.com> 11/15/20063:17 PM >>> Trenia, thanks for your help today! I wanted to confirm that the city is willing to allow our Vision Clearance Requirements per 17,94,090 PAMC to be reduced to 17 feet at the corner of Front and Washington, sincerely Todd Peterson Agent for SE Grainger Development. ----.-------....---.- (12/19/2006) Trenia Funston - WALG:f()rtAngeles: CIVIL PLAN f-. -...... From: To: Date: Subject: Attachments: <tforma@nwlink.com> <tfunston@cityofpa.us> 12/19/2006 1:45 PM WALG: Port Angeles: CIVIL PLAN 06'12-19-PRELlMCIVIL.pdf Hello Trena, Attached is a preliminary civil plan showing our proposed site. Can you please review and comment on our proposed alley changes. We can keep the ex. alley driveway at same width but need to lower it and cross-slope it towards us. Pedro , (1/25/2007) Trenia Funston - Walgreens proposal - drivethru & alley.grades Page 2 . TERRAFORMA DESIGN GROUP, INC. CIVIL ENGINEERING * LANDSCAPE ARCHITECTURE Pedro DeGuzman, PE Principal 5212 37th Avenue SW * Seattle, WA 98126 Office: (206) 923-0590 * Fax: (206) 923-3507 Email: pedro@terraformadesigngroup.com -----Original Message----- From: Trenia Funston [mailto:Tfunston@cityofpa.us] Sent: Wednesday, December 20,20064:46 PM To: tforma@nwlink.com Cc: Gary Kenworthy; Roger Vess Subject: Walgreens proposal Pedro, Per my phone message this afternoon I reviewed the proposed civil plans you sent today. Upon a visit to the site, it was determined that the east end of the proposed retaining wall should end approximately 10' west of what is presently proposed. This would enlarge the ingress / egress entrance for the loading lane and improve the visibility at the alley for drive thru patrons. Also moving the drive thru canopy 5' to the west would also improve the exiting onto the alley. The stop bar would also need to be moved to the west. 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" " .... __ _ I I ............ ..' .--'-..---- ~"4,. 9 ". ,?oJ9- ;;:.\""""- /" /" ~. ~ ~ I)- ~ ~~ ~, ~ ';) ~ ~ <J- -" ~~ .....t~ c~)i ~ ~ l~ ~ 1:1 \ 'tt 1::: ~ r itl " \.l; !~ c.. ~ ~ ,'I' ~ ~ " i 't~ 1.96' ~~1 ~~~ ~ t~' ~~ (\" ~ -~ ~ ~ "Tl ~l "Tl i II ~. <0 ~ ~'1 ~. ~ ~ W ..I C> I ~. 2. ~. ~ Irf&l ;!l~ gl" lJ: 0 . ~ . i .. " I l ,- .- , I . '. .: 8'b D N33'11'Zn '" Tf&l )!: ;!liS l!: !li8: 1\:.. . - .. ~ _ 374.92' - [(@1L2~908Ltrer1TCl~t!!!._~.?i1:~S:yjIgreeris: separ~ie~~rr~~o~~"CriliC=:=:::::_:: ":--===:==:=====:===~ _ ____ Pag~J] From: To: Date: Subject: "Terraforma Design Group" <pedro@terraformadesigngroup.com> '''Trenia Funston'" <Tfunston@cltyofpa.us> , 1/2/2007 11 :12 AM Walgreens - separate sitework permit Hi Trenia, We are working on revising the drive-thru exiting. It is possible to separately apply for and receive a sitework permit (grading, drainage, utilities) separate of the building permit. TERRAFORMA DESIGN GROUP, INC. CIVIL ENGINEERING . LANDSCAPE ARCHITECTURE Pedro DeGuzman, PE Principal 5212 37th Avenue SW . Seattle, WA 98126 Office: (206) 923-0590 . Fax: (206) 923-3507 Emall: pedro@terraformadesigngroup.com -----Original Message----- From: Trenia Funston [mailto:Tfunston@cityofpa.us] Sent: Wednesday, December 20, 2006 4:46 PM To: tforma@nwlink.com Cc: Gary Kenworthy; Roger Vess Subject: Walgreens proposal Pedro, Per my phone message this afternoon I reviewed the proposed civil plans you sent today. Upon a visit to the site, It was determined that the east end of the proposed retaining wall should end approximately 10' west of what is presently proposed. This would enlarge the ingress / egress entrance for the loading lane and improve the visibility at the alley for drive thru patrons. Also moving the drive thru canopy 5' to the west would also improve the exiting onto the alley. The stop bar would also need to be moved to the west. Lowering the alley would have an impact on the loading access for the building on the south side of the alley. Public Works and Utilities would not be in favor of lowering the alley as proposed. t~../2008fTrenia Fun-ston - Walgreens proposal - driv81hru & alley grades \: ~- Page 11 From: To: Date: Subject: Attachments: "Terraforma Design Group" <pedro@terraformadesigngroup.com> "'Trenia Funston'" <Tfunston@cityofpa.us>, "'Roger Vess'" <Rvess@cityofp... 1/3/2007 3:04 PM Walgreens proposal - drivethru & alley grades 06'1222-revgrades.pdf cc: Hi Roger, "'Gary Kenworthy'" <GKENWORT@cityofpa.us>, <mercier@nocarch.com>, "'scot... I am emailing you since Trenia is out this afternoon. Can you please review the attached sketch and call me to discuss. Trenia required that the proposed wall be at least 1 0 feet west of the east face of the bldg. I am trying to compromise with 5 to 7 feet west of the east face. We are having a lot of trouble with the existing bldg south of the alley and it overhead door. What is the most that I can cross-slope the alley. The more we open to the alley, the steeper the grade drop from the overhead door to the drivethru. We confirmed that a SUV could exit the drive-thru into the alley with the wall extending to 5 feet west of the east face of the building. The drivethru experiences about 25 vehicles per hour, so 1 about every 2.5 minutes. Thanks for your help! TERRAFORMA DESIGN GROUP, INC. CIVIL ENGINEERING . LANDSCAPE ARCHITECTURE Pedro DeGuzman, PE Principal 5212 37th Avenue SW . Seattle, WA 98126 Office: (206) 923-0590 . Fax: (206) 923-3507 Email: pedro@terraformadesigngroup.com m--Original Messagemn From: Trenia Funston [mailto:Tfunston@cityofpa.us] Sent: Wednesday, December 20,20064:46 PM To: tforma@nwlink.com Cc: Gary Kenworthy; Roger Vess Subject: Walgreens proposal Pedro, Per my phone message this afternoon I reviewed the proposed civil plans you sent today. Upon a visit to the site, it was determined that the east end of the proposed retaining wall should end approximately 10' west of what is presently proposed. This would enlarge the ingress / egress entrance for the loading lane and improve the visibility at the alley for drive thru patrons. Also moving the drive thru canopy 5' to the west would also improve the exiting onto the alley. The stop bar would also need to be moved to the west. Lowering the alley would have an impact on the loading access for the building on the south side of the alley. l:.L.~f008) Trenia Funston - Walgreens proposal - driv!,~& alley grades Pag~ Public Works and Utilities would not be in favor of lowering the alley as proposed. :::: :~~-- = [(I~I!~Q~~[ff~riLaJ:q6:S19r;:~Wal~ree~p~~p~~~l - dri~~!~Iq&-ali~i gfa<J~~:_::::: ::::=:::::::==::'::: ===: ::::_:::::::::-::::~age :1] From: To: Date: Subject: "Terraforma Design Group" <pedro@terraformadesigngroup,com> "'Trenia Funston'" <Tfunston@cityofpa,us> 1/30/2007 11 :29 AM Walgreens proposal - drivethru & alley grades Hi Trenia, Has your department had a chance to review our civil plans, How soon do you think we will get comments? TERRAFORMA DESIGN GROUP, INC, CIVIL ENGINEERING . LANDSCAPE ARCHITECTURE Pedro DeGuzman, PE Principal 5212 37th Avenue SW . Seattle, WA 98126 Office: (206) 923-0590 . Fax: (206) 923-3507 Email: pedro@terraformadesigngroup.com .I (12/1/2008) Trenia Funston - Re: Walgreens proposal - drivethru & alley grades Page 11 From: To: Date: Subject: Trenia Funston Terraforma Group 1/4/2007 11:51 AM Re: Walgreens proposal - drivethru & alley grades cc: Gary Kenworthy; Roger Vess Pedro, I reviewed your latest submittal with Gary Kenworthy, City Engineer. The adjustment of the proposed wall 7' to the west will be ok. Our concern at this point would be to make sure that any excess surface storm drainage not flow out and over the sidewalk area of the alley along Washington. How do you propose to capture the drainage as it crosses the alley? TF >>> ''Terraforma Design Group" <oedro@terraformadesianarouD,com> 1/3/20073:03 PM >>> Hi Roger, I am emailing you since Trenia is out this afternoon. Can you please review the attached sketch and call me to discuss. Trenia required that the proposed wall be at least 10 feet west of the east face of the bldg. I am trying to compromise with 5 to 7 feet west of the east face. We are having a lot of trouble with the existing bldg south of the alley and it overhead door. What is the most that I can cross-slope the alley. The more we open to the alley, the steeper the grade drop from the overhead door to the drivethru. We confirmed that a 5UV could exit the drive-thru into the alley with the wall extending to 5 feet west of the east face of the building. The drivethru experiences about 25 vehicles per hour, so 1 about every 2.5 minutes. Thanks for your help' TERRAFORMA DESIGN GROUP, INC. CIVIL ENGINEERING . LANDSCAPE ARCHITECTURE Pedro DeGuzman, PE Principal 5212 37th Avenue SW . Seattle, WA 98126 Office: (206) 923-0590 . Fax: (206) 923-3507 Email: oedro(fi}terraformadesianarouD.com -m-Original Message----- From: Trenia Funston rmailto:TfunstonC6'lcitvofoa.usl Sent: Wednesday, December 20, 2006 4:46 PM To: tforma@)nwlink.com Cc: Gary Kenworthy; Roger Vess Subject: Walgreens proposal Pedro, Per my phone message this afternoon I reviewed the proposed civil plans you sent today. Upon a visit to the site, it was determined that the east end of the proposed retaining wall should end approximately 10' west of what is presently proposed. This would enlarge the ingress / egress entrance for the loading lane and improve the visibility at the alley for drive thru patrons. Also moving the drive thru canopy 5' to the west would also improve the exiting onto the alley. The stop bar would also need to be moved to the west. Lowering the alley would have an impact on the loading access for the building on the south side of the alley. Public Works and Utilities would not be in favor of lowering the alley as proposed. 1112/1/2008) Trenia Funston - WalgE>ens fJropos<ll- drivethru & allex gradE;~:=, - Page 11 From: To: Date: Subject: "Terraforma Design Group" <pedro@nwlink,com> "'Trenia Funston'" <Tfunston@cityofpa,us> 1/4/200712:22 PM Walgreens proposal - drivethru & alley grades cc: Hello Trenia, '''Gary Kenworthy'" <GKENWORT@cityofpa,us>, "'Roger Vess'" <Rvess@cityofp", Thank you for working with us, The alley drainage will be collected, treated and detained onsite, TERRAFORMA DESIGN GROUP, INC, CIVIL ENGINEERING . LANDSCAPE ARCHITECTURE Pedro DeGuzman, PE Principal 5212 37th Avenue SW . Seattle, WA 98126 Office: (206) 923-0590 . Fax: (206) 923-3507 Email: pedro@terraformadesigngroup.com -----Original Message----- From: Trenia Funston [mailto:Tfunston@cityofpa,us] Sent: Thursday, January 04, 2007 11 :51 AM To: Terraforma Group Cc: Gary Kenworthy; Roger Vess Subject: Re: Walgreens proposal - drivethru & alley grades Pedro, I reviewed your latest submittal with Gary Kenworthy, City Engineer, The adjustment of the proposed wall 7' to the west will be ok, Our concern at this point would be to make sure that any excess surface storm drainage not flow out and over the sidewalk area of the alley along Washington, How do you propose to capture the drainage as it crosses the alley? TF >>> ''Terraforma Design Group" <pedro@terraformadesigngroup,com> 1/3/20073:03 PM >>> Hi Roger, I am emailing you since Trenia is out this afternoon, Can you please review the attached sketch and call me to discuss, Trenia required that the proposed wall be at least 10 feet west of the east face of the bldg, I am trying to compromise with 5 to 7 feet west of the east face, We are having a lot of trouble with the existing bldg south of the alley and it overhead door, What is the most that I can cross-slope the alley, The more we open to the alley, the steeper the grade drop from the overhead door to the drivethru, We confirmed that a SUV could exit the drive-thru into the alley with the wall extending to 5 feet west of the east face of the building, The drivethru experiences about 25 vehicles per hour, so 1 about every 2,5 minutes, Thanks for your help! . [(,1211/2008) Tre~ FU!'~2~ -iJv~<;!.9~~i.e!5:p'osal - drivethru~~9!~des -- ~ Page 21 , TERRAFORMA DESIGN GROUP, INC. CIVIL ENGINEERING * LANDSCAPE ARCHITECTURE Pedro DeGuzman, PE Principal 5212 37th Avenue SW * Seattle, WA 98126 Office: (206) 923-0590 * Fax: (206) 923-3507 Email: pedro@terraformadesigngroup.com -----Original Message----- From: Trenia Funston [mailto:Tfunston@cityofpa.us] Sent: Wednesday, December 20, 20064:46 PM To: tforma@nwlink.com Cc: Gary Kenworthy; Roger Vess Subject: Walgreens proposal Pedro, Per my phone message this afternoon I reviewed the proposed civil plans you sent today. Upon a visit to the site, it was determined that the east end of the proposed retaining wall should end approximately 10' west of what is presently proposed. This would enlarge the ingress / egress entrance for the loading lane and improve the visibility at the alley for drive thru patrons. Also moving the drive thru canopy 5' to the west would also improve the exiting onto the alley. The stop bar would also need to be moved to the west. Lowering the alley would have an impact on the loading access for the building on the south side of the alley. Public Works and Utilities would not be in favor of lowering the alley as proposed. [( 12/1I?lJQ~rfreiil~J=_u!'it.~I}:'::' VY~9f~e'iIer~oe91ar:~9i~"tl1~~ aJl~y~~L=: :~::::==__~:::=:=::=:==- ~=::::=p'~g~~TI From: To: Date: Subject: "Terraforma Design Group" <pedro@terraformadesigngroup.com> '''Trenia Funston'" <Tfunston@cityofpa.us> 2/5/200710:36 AM Walgreens proposal - drivethru & alley grades Hi Trenia, Hope you had a nice weekend. Still hoping to hear from you regarding the sitework plan review. -----Original Message----- From: Terraforma Design Group [mailto:pedro@terraformadesigngroup.com] Sent Tuesday, January 30, 2007 11 :01 AM To: 'Trenia Funston' Subject Walgreens proposal - drivethru & alley grades Hi Trenia, Has your department had a chance to review our civil plans. How soon do you think we will get comments? TERRAFORMA DESIGN GROUP, INC. CIVIL ENGINEERING . LANDSCAPE ARCHITECTURE Pedro DeGuzman, PE Principal 5212 37th Avenue SW . Seattle, WA 98126 Office: (206) 923-0590 . Fax: (206) 923-3507 Email: pedro@terraformadesigngroup.com r (121112008) Trer11a~FunstOl;-: FWd:-Walgreens'proposal - drivethru & .alley-g;:ades~. 1;;." '<~'.W' ...~ _W_'_~_ _w~_~.w.~_ ~~"~~'___.._o_~w _~_~~~~,..~.~._._.___. ~.. ~___w__. _l'3!ge1] ._~_ UW~ ..w.~w~_~___ From: To: Date: Subject: Trenia Funston Roger Vess 2/6/2007 8:08 AM Fwd: Walgreens proposal - drivethru & alley grades Any comments on this? Plans went to Mike S. >>> "Terraforma Design Group" <oedro(cj)terraformadesianarouD.com> 2/5/2007 10:35 AM >>> Hi Trenia, Hope you had a nice weekend. Still hoping to hear from you regarding the sitework plan review. -----Original Message----- From: Terraforma Design Group Lmaifto:oedro(ci)terraformadesianarouo,comJ Sent: Tuesday, January 30, 2007 11:01 AM To: 1"renia Funston' Subject: Walgreens proposal - drivethru & alley grades Hi Trenia, Has your department had a chance to review our civil plans. How soon do you think we will get comments' TERRAFORMA DESIGN GROUP, INC CIVIL ENGINEERING . LANDSCAPE ARCHITECTURE Pedro DeGuzman, PE Principal 5212 37th Avenue SW . Seattle, WA 98126 Office: (206) 923-0590 . Fax: (206) 923-3507 Email: oedro(cj)terraformadesianarouD.com \ (\J1!.:!.?JI~8t!~e6I[t0n:;1~1l~~1rg!1'e~ipr~ii2s~1::~DYElthru& ~lleiQrade~:=:: =::=~:==_: ~~-:-::::~__ __ ::P}ig'ij] 'So:, .",' -. From: To: Date: Subject: "Terraforma Design Group" <pedro@terraformadesigngroup.com> "'Trenia Funston'" <Tfunston@cityofpa.us> 2/8/2007 4:37 PM Walgreens proposal - drivethru & alley grades CC: Hi Trenia, "'Todd Peterson'" <todd@crgrealty.com>, <mercier@nocarch.com>, <scott@se... Thanks for your initial feedback. Sorry, architectural does need to update their site plan to match our agreement. Todd, can you please handle the r.ow. permit for the awnings and the shared access agreement. TERRAFORMA DESIGN GROUP, INC. CIVIL ENGINEERING . LANDSCAPE ARCHITECTURE Pedro DeGuzman, PE Principal 5212 37th Avenue SW . Seattle, WA 98126 Office: (206) 923-0590 . Fax: (206) 923-3507 Email: pedro@terraformadesigngroup.com -----Original Message----- From: Trenia Funston [mailto:Tfunston@cityofpa.usj Sent: Thursday, February 08, 20074:30 PM To: Terraforma Group Cc: Gary Kenworthy; James Lierly; Roger Vess Subject: Re: Walgreens proposal - drivethru & alley grades Pedro, I apologize for not getting back to you sooner. I have been out of the office for a few days. The plans look fine. There will be a couple of items that need to be addressed. The sidewalk on Front Street from the existing John L Scott building west to the driveway at Jack in the Box will need to be removed and replaced. The sidewalk in front of John L Scott has a couple of cracks but for the most part is in good shape. The drainage plan and calculations are ok. The canopy on the north side of the building appears to extend over the sidewalk into the city right of way. This will require a right of way use permit. On sheet AO.1 the retaining wall on the south side of the building is extended to far to the east. The end should be no closer than 7' from the (projected) east wall. We are still concerned about the ability of trucks backing into the loading area on the east side of the building. We will be monitoring this once the building is constructed. There is a considerable amount of traffic down this alley. Do you have an easement agreement with Jack in the Box to co-share the entrance off Front Street? Trenia >>> "Terraforma Design Group" <pedro@terraformadesigngroup.com> >>> 1/30/2007 11 :01 AM >>> Hi Trenia, Has your department had a chance to review our civil plans. How soon do you think we will get comments? \ IIIf(i720o~rfi~flJ:~n~~~~reenspropos~I""- '0:::~ih~\;x:~raaes~~=:":::::O^:~ :~"~":__ .-::~~ "'\, TERRAFORMA DESIGN GROUP, INC. CIVIL ENGINEERING * LANDSCAPE ARCHITECTURE Pedro DeGuzman, PE Principal 5212 37th Avenue SW * Seattle, WA 98126 Office: (206) 923-0590 * Fax: (206) 923-3507 Email: pedro@terraformadesigngroup.com L(12/1/2008) Trenia Funston - Walgreensat front and race Page 1] From: To: Date: Subject: "Todd Peterson" <todd@crgrealty.com> <Tfunston@cityofpa.us> 2/9/200710:05 AM Walgreens at front and race Trenia. could you fax or email me a r.o.w. use permit form? Thanks Todd Peterson 2069417400 4254512025 fax 1"12/13/2007) Trenia Funston - Re: Waigreens - Front and Washington Page 11 .~'1 :t~1 ,"~ I "1 From: To: Subject: Trenia' Funston Todd Peterson Re: Walgreens - Front and Washington Todd, here are the Pubiic Works-fees for the proposed project. ." 1" water meter$1390.00 (irrigation) will also require back flow prevention device / plumbing permit 1" domestic water meter $1390.00 '._ Both meters are installed by City forces Sanitary sewer connection $120.00 installation by licenced bonded contractor. 10 catch basin installation @ $55.00 each by cOntractor Abandon 2 existing water services Gontractor expose .service lines then cut and cap by 9ity fgr.ces _$500.00 Right of way permit $50.00 (this will include removal of existing sidewalk / driveway and construction within either Front Street or Washington Street) Contractor to have traffic control plan submitted to Public Works prior to any activity within the City's right ~-~ ' Contractor to tap city san. sewer main and storm drain. Control density backfill is required for any area within the vehicle traveled portion of the City's right of way. All restoration by contractor. Notify the City 48 hrs prior to any land disturbing and erosion control activity. If you have questions, feel free to contact me. >>> "Todd Peterson" <todd@crorealtv.com> 2/9/2007 11 :09 AM >>> Trenia, I am trying to get a handle on utility hook up charges. Are you able to help me with this? ._u____cc: Annette Owens: RooerVess___._____________ 2/20/2007 Trenia Funston - Walgreens - Front and Washington Page 1 From: To: Date: Subject: "Todd Peterson" <todd@crgrealty.com> <Tfuns ton@cityofpa.us> 2/9/2007 11: 1 0 AM Walgreens - Front and Washington Trenia, I am trying to get a handle on utility hook up charges. Are you able to help me with this? 1(2/20/2007) Trenia Funston - Walgreen's ~gen From: To: Date: Subject: Trenia Funston pedro@terraformadesigngroup.com 2/16/2007 12: 12 PM Walgreen's I think we have covered everything. Still need the shared easement agreement. The right ow way use permit application for the awnings have been approved. r rm172~'FWi~n -.w~~~~~.lsp:i~o.r"yvalgie,erl'S'::: .~~~.. .,<n_ _"~~.._..,~~=:-~__,_=:=. : _ Page-fl From: To: Date: Subject: Trenia Funston Steve Pinnell 2/20/2007 9:38 AM waste disposal for Walgreen's I have the asbestos information but I do not have a waste disposal application. Are they going to dispose of the material at the transfer station? ~---.-._._._---- (2~20/2007Erer11<l Funston- Re_'i\'algreen~roposal :d."".ethru ~_alleYilr~des Pagel From: To: Date: Subject: Trenia Funston Terraforma Group 2/8/20074:30 PM Re: Walgreens proposal - drivethru & alley grades cc: Gary Kenworthy; James Lierly; Roger Vess Pedro, I apologize for not getting back to you sooner. I have been out of the office for a few days. The plans lock fine. There will be a couple of items that need to be addressed. The sidewalk on Front Street from the existing John L Scott building west to the driveway at Jack in the Box will need to be removed and replaced. The sidewalk in front of John L Scott has a couple of cracks but for the most part IS in good shape. The drainage plan and calculations are ok. The canopy on the north side of the building appears to extend over the sidewalk into the city right of way. This will require a right of way use permit. On sheet AO.1 the retaining wall on the south side of the building is extended to far to the east. The end should be no closer than 7' from the (projected) east wall. We are still concerned about the ability of trucks backing into the loading area on the east side of the building. We will be monitoring this once the building is constructed. There is a considerable amount of traffic down this alley. Do you have an easement agreement with Jack in the Box to co-share the entrance off Front Street? Trenia >>> rrTerraforma Design Group" <oedro\a)terraformadesionqrOUD,com> 1/30/200711:01 AM >>> Hi Trenia, Has your department had a chance to review our civil plans. How soon do you think we will get comments? TERRAFORMA DESIGN GROUP, INC. CIVIL ENGINEERING . LANDSCAPE ARCHITECTURE Pedro DeGuzman, PE Principal S212 37th Avenue SW . Seattle, WA 98126 Office: (206) 923-0590 . Fax: (206) 923-3507 Email: Dedro(cDterraformadesianarouD.com (2/20/2007) Trenia Funston - Re: ROW use Permit Page 1 From: To: Date: Subject: Trenia Funston Todd Peterson 2/14/20075:02 PM Re: ROW use Permit Todd, I am hoiding up the right of way use application until I have further discussions With the Planning Department. There is a condition use permit application under review for the Olympic Lodge regarding their sign. >>> "Todd Peterson" <todd(q)crqr~altv.cor!]> 2/13/2007 10:41 AM >>> Trenia, attached please find the completed ROW permit. Can you tell me what the fee will be to submit' I will then send a check along With the original. (how may copies do you need') L<g/1/2008) Trenia Funston - Re: Walgreens - F'ronr and Wa,;;hington Page 11 From: To: Date: SUbject: Trenia Funston Todd Peterson 2/13/2007 10:30 AM Re: Walgreens - Front and Washington cc: Annette Owens; Roger Vess Todd, here are the Public Works fees for the proposed project. 1" water meter$1390.00 (irrigation) will also require back flow prevention device 1 plumbing permit 1" domestic water meter $1390.00 Both meters are installed by City forces Sanitary sewer connection $120.00 installation by licenced bonded contractor. 10 catch basin installation @ $55.00 each by contractor Abandon 2 existing water services contractor expose service lines then cut and cap by City forces $500.00 Right of way permit $50.00 (this will include removal of existing sidewalk / driveway and construction within either Front Street or Washington Street) Contractor to have traffic control plan submitted to Public Works prior to any activity within the City's right of way. Contractor to tap city san. sewer main and storm drain. Control density backfill is required for any area within the vehicle traveled portion of the City's right of way. All restoration by contractor. Notify the City 48 hrs prior to any iand disturbing and erosion control activity. If you have questions, feel free to contact me. >>> ''Todd Peterson" <todd(alcrqrealtv.com> 2/9/2007 11:09 AM >>> Trenia, I am trying to get a handle on utility hook up charges. Are you able to help me with this? V12/1/2008) Trenia Funston - Walgreens flroposal - sitework review --- Page 11 .. \~ , From: To: Date: Subject: "Terraforma Design Group" <pedro@terraformadesigngroup.com> "'Trenia Funston'" <Tfunston@cityofpa.us> 2/15/20079:19 AM Walgreens proposal - sitework review cc: Hi Trenia, '''Todd Peterson'" <todd@crgrealty.com>, <mercier@nocarch.com> Will there be any further sitework comments besides your email on Feb. 8? Thanks. TERRAFORMA DESIGN GROUP, INC. CIVIL ENGINEERING . LANDSCAPE ARCHITECTURE Pedro DeGuzman, PE Principal 5212 37th Avenue SW . Seattle, WA 98126 Office: (206) 923-0590 . Fax: (206) 923-3507 Email: pedro@terraformadesigngroup.com -----Original Message----- From: Trenia Funston [mailto:Tfunston@cityofpa.us] Sent: Thursday, February 08, 2007 4:30 PM To: Terraforma Group Cc: Gary Kenworthy; James Lierly; Roger Vess Subject: Re: Walgreens proposal - drivethru & alley grades Pedro, I apologize for not getting back to you sooner. I have been out of the office for a few days. The plans look fine. There will be a couple of items that need to be addressed. The sidewalk on Front Street from the existing John L Scott building west to the driveway at Jack in the Box will need to be removed and replaced. The sidewalk in front of John L Scott has a couple of cracks but for the most part is in good shape. The drainage plan and calculations are ok. The canopy on the north side of the building appears to extend over the sidewalk into the city right of way. This will require a right of way use permit. On sheet AO.1 the retaining wall on the south side of the building is extended to far to the east. The end should be no closer than 7' from the (projected) east wall. We are still concerned about the abiiity of trucks backing into the loading area on the east side of the building. We will be monitoring this once the building is constructed. There is a considerable amount of traffic down this alley. Do you have an easement agreement with Jack in the Box to co-share the entrance off Front Street? Trenia >>> "Terraforma Design Group" <pedro@terraformadesigngroup.com> >>> 1/30/2007 11 :01 AM >>> Hi Trenia, Has your department had a chance to review our civil plans. How soon do you think we will get comments? n12/1/2008) Trenia Funston - Walgreens proposal- sitework review ." Page 2 B 1. ~ '\ t; 1t TERRAFORMA DESIGN GROUP, INC. CIVIL ENGINEERING . LANDSCAPE ARCHITECTURE Pedro DeGuzman, PE Principal 5212 37th Avenue SW . Seattle, WA 98126 Office: (206) 923-0590 . Fax: (206) 923-3507 Email: pedro@terraformadesigngroup.com , [('f?71/2008) Treni;, Funston - Re: Walgreens proposal - SITEWORf(REVISIONS I ,- " '..~~.. Page --q From: To: Date: Subject: Trenia Funston Terraforma Group 2/21/2007 2:29 PM Re: Walgreens proposal - SITEWORK REVISIONS 3 please. TF >>> ''Terraforma Design Group" <oedro(Q)terraformadesionorouD.com> 2/21/2007 1:18 PM >>> Hello Trenia, Our site revisions are nearly complete. How many sets of new prints do you need? TERRAFORMA DESIGN GROUP, INC. CIVIL ENGINEERING . LANDSCAPE ARCHITECTURE Pedro DeGuzman, PE Principal 5212 37th Avenue SW . Seattle, WA 98126 Office: (206) 923-0590 . Fax: (206) 923-3507 Email: oedro@)terraformadesianorouD.com -----Original Message----- From: Trenia Funston rmailto:Tfunston(cilcitvofoa.usl Sent: Thursday, February 08, 20074:30 PM To: Terraforma Group Cc: Gary Kenworthy; James Lierly; Roger Vess Subject: Re: Walgreens proposal - drivethru & alley grades Pedro, I apologize for not getting back to you sooner. I have been out of the office for a few days. The plans look fine. There will be a couple of items that need to be addressed. The sidewalk on Front Street from the existing John L Scott building west to the driveway at Jack in the 80x will need to be removed and replaced. The sidewalk in front of John L Scott has a couple of cracks but for the most part is in good shape. The drainage plan and calculations are ok. The canopy on the north side of the building appears to extend over the sidewalk into the city right of way. This will require a right of way use permit. On sheet AO.l the retaining wall on the south side of the building is extended to far to the east. The end should be no closer than 7' from the (projected) east wall. We are still concerned about the ability of trucks backing into the loading area on the east side of the building. We will be monitoring this once the building is constructed. There is a considerable amount of traffic down this alley. Do you have an easement agreement with Jack in the Box to co-share the entrance off Front Street? Trenia >>> ''Terraforma Design Group" <oedro(a)terraformadesianarouD.com> >>> 1/30/200711:01 AM >>> Hi Trenia, Has your department had a chance to review our civil plans. How soon do you think we will get comments? TERRAFORMA DESIGN GROUP, INC. ClVIL ENGINEERING * LANDSCAPE ARCHITECTURE Pedro DeGuzman, PE Principal 5212 37th Avenue SW * Seattle, WA 98126 Office: (206) 923-0590 * Fax: (206) 923-3507 ~T1/2008) Trenia Funslo~::Be: Walgreens proposal - SITEvVORK REVISIONS \ '''"'\.. ,. Page 2 i Email: oedro(a)terraformadesionqrOUD.com rf'l'OlllT~ S~~. '~j ~ -':::1.6 ""c;;;;'> 11 CITY OF PORT ANGELES PUBLIC WORKS - UTILITIES DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 ()7- L/ 3 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Tenant nbr, name Application type description subdivision Name Property Use Property zoning . . Application valuation Owner SEG Port Angeles, LLC 845 l06th Ave NE #100 BELLEVUE WA (206) 275-2800 Other struct info Permit .. . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date 2/26/07 07-00000043 Date 430333 932 E FRONT ST 06-30-00-7-2-0200-0000- WALGREENS COMM NEW CONST q3 Z t+VOhT SEq COMMERCIAL ARTERIAL 1200000 Contractor OWNER 98004 TOTAL % LOT COVERAGE CONSTRUCTION TYPE HARD SURFACE AREA NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS 38.00 V-N '/ ~qeEENS. 1.00 . 1. 00 35605.00 13618.00 13618.00 1. 00 PUBLIC WORKS COMM WATER SERV 95091 2780.00 2/26/07 8/25/07 . .' ;,y "" 7..&10 \P \.1 . ~ ('" . y'1-.J ",0 ~ ~~~~~~ /0~~ Plan Check Fee Valuation .00 o Qty Unit Charge Per 2.00 1390.0000 EA PW W/M COM 1" Qty Unit Charge Per E~te BASE FEE 500.0 1.00 50.0000 ECH RIGHT OF WAY PERMIT . ------------------------------------------------------------------- ----~ Permit SANITARY SEWER HOOK UP Additional desc Permit pin number Pe rmi t Fee Issue Date Expiration Date Qty Unlt Charge Per Extens~on -------=~:~~-----_:~~:~~~~-;;----;~~~~;;=;~~~:_----------------~;~:~ Special Notes and Comments Address numbers shall be olainlv visible fr....m +-he "'+-....""""+- Separate Permits are required foreiectricai 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 compiled 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. ~~~ ;)/)(./07 Permit . . . . . Additional desc . Permit pin number permi t Fee Issue Date Expiration Date RIGHT OF WAY ABANDON 2 EXISTING 95109 ~O.OO~ b/07 8/25/07 W/M Plan Check Fee Valuation .00 1200000 95~ ~ 8/25/07 Plan Check Fee Valuation .00 ,1200000 BPolicies\1102.15R [l/05] Date Signature of Owner (if owner is builder) Date / / / / ~~. ,/~ . :::/ ~:~ CITY OF PORT ANGELES PUBLIC WORKS -UTILITIES DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 07-00000043 Application pin number 430333 Page Date 2 2/26/07 Special Notes and Comments Address numbers shall be a minimum of six inches high and be of contrasting color from the background. Owner is responsible for ongoing fire alarm system inspection and maintenance per the current addition of NFPA 72. owner is responsible for ongoing fire sprinkler system inspection and testing per the current addition of NFPA 25. This project will require seperate permit and fire sprinkler plans 'for review. Call for cover inspection for all sprinkler installations. A full acceptance test will be required for all fire alarm systems. 02/01/2007 01:18 PM KDUBUC ------------------------~---- This building will require sep~rate permit and plans for fire alarm system. 02/01/2007 01:18 PM KDUBUC ----------------------------- A KNOX locking keybox will be required for the building. Contact the Fire Department at 417-4653 for ordering information and details. 02/07/2007 04:38 PM SROBERDS -- The proposal. will result. in a new commercial structure in the CA zone for a total lot coverage of 38%. No land use issues are anticipated. Electrical load calculations and elctrical permits are required. Contact Bob Larson, Electrical Engineering, for cost estimate to extend 3 phase primary power to site and install a padmount transformer. 01/24/2007 02:32 PM GMCLAIN ---------------------------- Sanitary sewer,fire line and storm tap to be completed by contractor. This connection is to be inspected by Public Works prior to back fill of ditch. 24 hour advance notice is required. Contractor will submit Traffic Control Plan to public Works for "approval prior to work on Front Street or washington Street. Construct driveway and Sidewalks to City Standards. Close/restore all driveways not used. 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. I\. 2 existing water meters to be removed & capped by City \J crews & payed for by owner. " ~ C Other Fees STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due -----------~----- ~------~~- ---------- ---------- ---------- Permit Fee Total 4000.00 4000.00 .00 .00 plan Check Total .00 .00 .00 .00 Other Fee Total 4 _ 50 4.50 .00 .00 Grand Total 4004.50 4004.50 .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 orwork 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 construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder). Date ~ T:\Policies\] l02.15R [1105) '(4/11/2007) Trenia Funston - Walgreens #11215 PA: CONCEPTUAL STORM REVISION . Page 21 ,.. Please let me know if you have any questions. Thanks, Chris Lang I Project Manager 625 Fisher Lane, Burlington WA 98233 (360.757.5680IE 360.757.4005IE360.391.0954 + ccl@fishersons.com III www.fishersons.com <http://www.fishersons.com/> From: Todd Peterson [maillo:todd@crgrealty.com] Sent: Monday, April 09, 2007 9:25 AM To: Chris C. Lang Subject: RE: Walgreens #11215 PA: Pre Con Mtg. with City of PA Chris, can you confirm that we are on for the 9am kickoff meeting (on site)? Dave Thompson and I will be attending on behalf of the ownership? Thanks Todd -----Original Messagebm From: Chris C. Lang [maillo:ccl@fishersons.com] Sent: Thursday, April 05, 2007 5:34 PM To: Akemi Sekaida (Terraforma Design Group, Inc.); Andrew Novikoff (Kleinfelder); Bryan Gray (Summit Professional Engineers, LLC); Christie Tucker (Straits Electric); Corey Peterson (Energy Control); Dave Thompson (CRG); Jeff Konopaski (Jordan Excavating); Keith Kuhl (Keith Kuhl Masonry); Lee French (DC I Engineers); Scott Flawson (Walgreens); Scott Grainger (SE Grainger Development Co.); Shane Mercier (Nystrom Olson Collins); Steve Allred (Fisher & Sons, Inc.); Todd Peterson (CRG) Subject: Walgreens #11215 PA: PreCon Mtg. with City of PA Project Team: 1(4ti17202,7):]'renia iunston - Walg~e~~ #11215 ~A: CONCEf'tUALST~M REVISION . -- Page 31 ,. . The City has notified me that they would like the PreCon to start at 8:30am at the City Bldg. Department. The meeting is more or less a meet and greet and an opportunity to discuss how inspections will be conducted, etc. It's pretty informal and I don't believe they will have an agenda. I will take notes. The meeting should be fairly quick as well, so I think we can have our Kickoff meeting right after which should be at around 9am at the jobsite. The attendees for the PreCon should be at least: FSI, Jordan Excavating, Nystrom Olson Collins, Walgreens & Kleinfelder The attendees for the Kickoff meeting shall be the same as above and as follows: Straits Electric, Ownership Representative. Keith Kuhl (Masonry) is excused from attending the meeting due to their distance from the jobsite. Keith will be available to conference in on the meeting, however. Please let me know if you have any questions. Thanks, Chris Lang' Project Manager 625 Fisher Lane, Burlington WA 98233 ( 360.757.5680IE 360.757.4005IE360.391.0954 + ccl@fishersons.com Ip www.fishersons.com <hltp://www.fishersons.com/> 1I1?L1 /2008)lrefli~J::LJnstori~!:<fiJiY:~.I,[JI~~ni3_~)I?]l~E6:=-cQN~EE:tlJEI'~fQf3M~~~\7ISI9.r)UQli Le.?v_~) ~--- ~~: ~'E~\)e-1] ',VI, I will be out starting Tuesday April 10th and will return Friday April 13, 2007. Steve Speer (ssperr@cityofpa.us, 360.417.4821) will be in charge during my absence. >>> Tfunston 04/11/07 14:53 >>> From: To: Date: Subject: Gary Kenworthy Tfunston@cityofpa.us 4/11/20072:53 PM Re: Walgreens #11215 PAc CONCEPTUAL STORM REVISION (On Leave) This does appear it could work. I want to submit it to Gary Kenworthy City Engineer. He is out of town but will be in the office on Friday. TF >>> "Terraforma Design Group" <oedrora:>terraformadesianarouD.com> 4/11/2007 11 :34 AM >>> Hello Trenia, Attached is a schematic of a revised storm design per your pre-con discussions yesterday. The storm manhole at the alley is lower than previously thought we would allow us to drain to this direction instead of trenching Front Street. Detention and treatment system moved to SE corner of site. Please let me know if this conceptually looks okay to you and then I will draft up and submit. I am also showing a sidesewer cut on Washington, instead of Front Street. Please let me know by Thursday morning as I am 9ut of town on Friday and all of next week. Thanks! TERRAFORMA DESIGN GROUP. INC. CIVil ENGINEERING . LANDSCAPE ARCHITECTURE Pedro DeGuzman, PE Principal 5212 37th Avenue SW . Seattle, WA 98126 Office: (206) 923-0590 . Fax: (206) 923-3507 Email: <mailto:Dedro(a)terraformadesianarouD.com>oedro(a)terraformadesianarouo.com ----~Original Message----- From: Chris C. Lang fmailto:ccl(a)Fishersons.coml Sent: Monday. April 09, 2007 9:53 AM To: Akemi Sekaida (Terraforma Design Group, Inc.); Andrew Novikof( (Kleinfelder); Bryan Gray (Summit Professional Engineers. LLC): Christie Tucker (Straits Electric): Corey Peterson (Energy Control); Dave Thompson (CRG): Jeff Konopaski (Jordan Excavating): Keith Kuhl (Keith Kuhl Masonry): lee French (DCI Engineers): Scott Flawson (Walgreens): Scott Grainger (SE Grainger Development Co.); Shane Mercier (Nystrom Olson Collins); Steve Allred (Fisher & Sons, Inc.); Todd Peterson (CRG) Cc: Todd Peterson Subject: RE: Walgreens #11215 PA' PreCon Mlg. with City of PA Importance: High Project Team, Kickoff Meeting Time Change: In an effort to make sure that all of the folks that are traveling from a distance away from the jobsite, I have pushed back the Project Kickoff Meeting until 12pm Tuesday. The PreCon with the City is still scheduled for '(12/1/2008) Trenia Funston - Re: Walgreens #11215 PA: CONCEPTUAL STORM REVISION (On Leave) Page 21 ''0. 8:30am. Please let me know if you have any questions. Thanks, Chris Lang I Project Manager 625 Fisher Lane, Burlington WA 98233 ( 360.757.56801~ 360.757.4005IE360.391.0954 + ccl(cj)fishersons.com It:> WNW.fishersons.com <htto://www.fishersons.com/> From: Todd Peterson fmailto:todd(a)crarealtv.coml Sent: Monday, April 09, 2007 9:25 AM To: Chris C. Lang Subject: RE: Walgreens #11215 PA: PreCon Mtg. with City of PA Chris, can you confirm that we are on for the gam kickoff meeting (on site)? Dave Thompson and I will be attending on behalf of the ownership? Thanks Todd -----Original Message----- From: Chris C. Lang fmailto:ccl@fishersons.coml Sent: Thursday, April 05, 2007 5:34 PM To: Akemi Sekaida (Terraforma Design Group, Inc.); Andrew Novikoff (Kleinferder); Bryan Gray (Summit Professional Engineers, LLC): Christie Tucker (Straits Electric): Corey Peterson (Energy Control): Dave Thompson (CRG): Jeff Konopaski (Jordan Excavating): Keith Kuhl (Keith Kuhl Masonry): Lee French (DCI Engineers): Scott Flawson (Walgreens): Scott Grainger (SE Grainger Development Co.); Shane Mercier (Nystrom Olson Collins); Steve Allred (Fisher & Sons, Inc.); Todd Peterson (CRG) Subject: Wal9reens #11215 PA: PreCon Mtg. with City of PA Project Team: The City has notified me that they would like the PreCon to start at 8:30am at the City Bldg. Department. The meeting is more or less a meet and greet and an opportunity to discuss how inspections will be conducted, etc. It's pretty informal and I don't believe they will have an agenda. I will take notes. The meeting should be fairly quick as well, so I think we can have our Kickoff meeting right after which should be at around 9am at the jobsite. 1(12/1/2008) Trenia Funston - Re: Walgreens #11215 PA: CONCEPTUAL STORM REVISION (On Leave) a-' , . The attendees for the PreCon should be at least: FSI, Jordan Excavating, Nystrom Olson Collins, Walgreens & Kleinfelder The attendees for the Kickoff meeting shall be the same as above and as follows: Straits Electric, Ownership Representative. Keith Kuhl (Masonry) is excused from attending the meeting due to their distance from the jobsite. Keith will be available to conference in on the meeting, however. Please let me know jf you have any questions. Thanks, Chris Lang I Project Manager 625 Fisher Lane, Burlington WA 98233 (360.757.5680IE 360 757.4005IE360.391.Q954 + ccl@frshersons.com IfJ WNW.fishersons.com <htto:l/ww#.frshersons.com/> Page 31 ,r'?,. "'r~ e ~~oo ~'~,~";.. ".... '3 ~ .Jj ~ ~ 'C -c,,@ ->?". ~ .., I!:! 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'" ~ p- QQ j Y " ~-l6 ';1> ~ 0., .-:-~ d) . ~ d:JfP ; llo I. . ; ~ \ll l>>\II < i~ 0_-- ' t ... r "~\ , / ,/ ;""'0'1'" / " I" ,..0 ,1- -' 'l i "I - , ~ \... tl .- <. ,}"~~"I . ,-H~=-' , I; " 'I', "" ~, 'I ' I . 'I' ' I ~ f I ,I I'" In. ",. n' '" III 1111 , , , , \ =:s- '" <0. \ \ ., I "~ i .";::--i u /-\. Meeting Minutes 1 UTILITIES DEP~@~lvPic Walgreens Port Angeles 932 East Front Street Port Angeles, WA 98362 Project # 7041 Tel 360417 0007 Fax: 360417.3019 'Ciwner;A'rchitect/Contractor Meeting 1 ~" :~.",.: hf .;.' ".,' ",: .if ~,-l~ ~ 'i ::;'; ,r"~(~~ Q&?..mJ~~~~ $;.:'1?t::1L~~~~1t;~;: 4/10/200? 12:00 PM Jobsile The Plumbing Connection Inc Doug Felton (360) 457.169 (360) 452-1663 theplumbingconnectioninc@hotmail. Ye, SEG Port Angeles. LlC Seth Startup 206-275-2800 425-451-2025 seth@crgreatly.com Ye, City of Port Angeles Jim Lierly 3604174816 360.4174709 jliertY@Cityofpa.us Ye, City of Port Angeles Robert Larson 360.417.4706 360.417.4711 rtarson@cityofpa_us Ye, City of Port Angeles Roger Vess 360.417.4807 360.417.4709 rvess@cjtyofpa.us Ye, City of Port Angeles Trenia Funston 3604174807 3604174709 tfunston@cityofpa.us Ye, Fisher & Sons Chris Lang (360) 757-409 (360) 757.4005 cd@flshersons.com Ye, Fisher & Sons Steve Allred (360) 757-151 (360) 757-4005 sga@fishersons.com Ye, SEG Port Angeles, LlC Todd Peterson 206-275-2800 425-451-2025 todd@crgrealty.com Ye, Jordan Excavating Jeff Konopaski 3604563270 36045.2.2009 jkono@olypen.com Ye, Kleinfelder Andrew Novikoff 425.5624200 425.5624201 anovikoff@kleinfelder.com Ye, Straits Electric John Tucker (360)452-910 (360) 457-4698 straits@oJypen.com Ye, Walgreens Scott Flawson 971,230.0556 971.230.0559 scott_f1awson@Walgreens.com Ye, PrOject Kickoff Meeting Jobsite Safety SAF01.01 01 Safety Steve Allred (FSI) For Informati FSI requires that all personel on the jobsite must wear approved Hard Hats, Safety Glasses and a Reflective Top All personel entering the jobsite for the first time must check in with an FSI representive at the FSI Project Office Project Schedule SCH01.01 02 Schedule NumberNersion: Basline. Distributed for review and comment Chris Lang (FSI) For Informati PER EXHIBIT "0" BLDG. TURNOVER TO WALGREENS -10 DAYS FROM FIXTUR1NG RFI Log Review RFI01.01 03 Request For Information RFI Log Reviewed. Log Attached Chris Lang (FSI) Forlnformati fJIEi~tli1g;l~mP.scl'iptjon 321 EAST FIFTH STREET " P. O. BOX 1150" PORT ANGELES. WA 98362.0217 PHON E. 360-41 7-4805 ~~ FAX; 360-417-4542 TTY 360-41 7-464~ E-MAIL;P~jt)i.(\\()~h<-..(i/)(..\()!U<.1 L', R rj~~~~~,~I!~ Meeting Minutes Grouped by Topic Iltem'gs'~'lL;';;:Meetinij.ltenl:oesi;riptlori.}jplYi; :!j"~:fsliJ!li~i::iH\::,t{ti~\ltlt;:~[f5;%"{;~YisJ.f;;;:'s:;sirRespF.t~~'StitUs~Due"iDatel!iE 04jSubmittalS ;"')(0 !iU:;:!im1<7iiL;:tj~f;\'St:@~1;;;:'j'''':-''''''":?::$f~' ,,"( Submittal Log Review SUB01.01 04 Submittals Chris Lang (FSI) Submittal Log Reviewed. Log Attached For Informati Ille~Meeting:lt.m10li$cilptlon~~i!!iI___,!li!~~R..p_Stli'lu._Oue~Oat9JID [05fPotentiaIi-Chan!1elOrderslttZU~~~~_mH~Yiii .~1l2'0~~ =iit~W :.ti:~..~ : ) --....,,- pea Log Review PC001.01 05 Potential Change Orders pea Log Reviewed. log Attached Chris Lang (FSI) For Informati Iltem_'IlII!lMiiiltln"~It.1ii:DOicrlplion__ll1ii!1iiii1lliiJ!l:'IlII!RIlli$,,_SlJiluSlllllllilllou.lo.t._ I0610Id:BuslfiessT.;;r~~~4t'i:17~r;ri1ii0i+;s;jh~7fffl1~?A1~~N27+d$niTD~1';\!1:E5!!lm;l-?J&.k~~JVjf& ~'ffiiTIi~'!'&l~~ Item 00.01 06 Old Business Insert item from previous project meetings. II"mll'llll!irlli\ll'lleetingrlt.mD".rjplj6ii"~11lj,,;lliijlJ1!i1i!!il~_i!!iI'ilJ[,Jij!iwljiiiill..p_j-stli'luii!!ilililloueio..... IOtANew:Busine$s~~~\In1mm~0:'~'Mr~.~~~_!_fBmrd?~~~#"Wjjl%,-';"~<l",%JmW~~.\mZi4^="'ttM'&__~,~@.MI Storm & Sanitary Sewer Utility connections 01.01 07 New Business Pedro Deguzman Open (TERDES) Storm and Sanitary Sewer Utility connections at Front Street proposed to b relocated to Washington Street. Terraforma Design Group to perform feasibility study and respond to project team. 4/11/2007 Permanent Power 01.02 07 New Business Robert Larson Open 4/17/2007 (CITYPA) City of PA to design Primary Permanent Power Plan. Owner, Walgreens and City agree to relocate transformer to landscape island at SWcomer of Bldg. City will review option to install transformer on utiity pole in lieu of pad mounted system. Demo of Existing Bldg. 01.03 07 New Business Jeff Konopaski (JOREXC); Chris Lang (FSI); Steve Allred (FSI) FSI scheduled to begin demo of existing bldg. this week. Owner to provide FSI copy of Lead Paint Lab analysis (complete). FSI to complete and submit waste disposal application along with Lead Paint analysis to City prior to dumping Open 4/1212007 Criteria Drawings & Specs 01.04 07 New Business Chris Lang (FSf); Linnie Scott (FSJ) FSI to have onsae at all times the contract set of Walgreens Criteria Drawings and Specs Open 4/17/2007 WALGREENS POE (Points of Emphasis) 01.05 07 New Business HVAC: "DON'T REMOVE THE BRACKETS" ON THE HVAC UNITS ELECTRICAL: DOUBLE CHECK THE UNDERSLAB CONDUITS (NUMBER & LOCATIONS) & FOLLOW THE LIGHTING CONTROLS PLAN IN THE DRAVVlNGS MASONRY: CLEAN AS YOU GO & PROTECT THE MASONRY FROM INCLEMENT WEATHER AT ALL TIMES SLAB ON GRADE: PRE-POUR CONFERENCE REQUIRED. FOLLOW THE SPEC. FLATNESS & LEVELNESS TOLERENCES FULLY ENFORCED Chris Lang (FSf); Steve Allred (FSI); Keith Kuhl (KElT K); Roland Ordana (PRICON); John Tucker(STRELE) For Informati r~ r:~~~~~.~I'!~ Meeting Minutes Grouped by Topic [Item~:Meetirig;Jt'e'm'Oes(!riP'tion~i1 :~:r~1kT~1.~lJi'Resii~:ifimmtlTI:~ Statu~Due;Oat~ Representatives attending the meeting shall be qualified and authorized to act on behalf of the entity that each represents. To the best of our knowledge, this is an accurate summary of the discussions, decisions, etc., which occurred during this meeting. Notification of exceptions to this summary are to be made within seven days of its receipt; failing such notification, this summary will be considered a statement of fact. rP."'D8r.d'Bv--Com..i\,'--'''.'RI_N;Ct7M1i.tii1~<l_NOiiluTlm..NOiitT1l'&'atlr'''''''U%''M_'''' Chris Lang Fisher & Sons 4/14/07 11:00 AM Jobsite N c o 11 p o H J.-\ f :J [~-~-Meeting Minutes ----1 fisher &. Sons Grouped by Topic Walgreens Port Angeles 932 East Front Street Port Angeles, WA 98362 Project # 7041 Tel: 360.417.3007 Fax 360.417.3019 Owner, Architect, Contractor Meeting 3 I If, > 5/1/2007 11:00 PM Jobsite Fisher & Sons Fisher & Sons Jordan Excavating Fisher & Sons Chris Lang Steve Allred Jeff Konopaski Terry Carter (360) 757-409 (360) 757-151 360.4563270 (360) 757-409 (360) 757-4005 (360) 757-4005 360.452.2009 (360) 757~4005 ccl@fishersons.com sga@fishersons.com jkono@olypen.com tlc@fishersons.com Ye, Ye, Ye, Ye, Project Coordination Meeting Jobsite Safety SAF01.01 01 Safety Steve Allred (FSI) For Informati FSI requires that all personel on the jobsite must wear approved Hard Hats. Safety Glasses and a Reflective Top All personel entering the jobsite for the first time must check in with an FSI representive at the FSI Project Office. Project Schedule SCH01.01 02 Schedule NumberNersion: Basline. Distributed for review and comment Chris Lang (FSI) For Informati PER EXHIBIT "0" BLDG. TURNOVER TO WALGREENS -10 DAYS FROM FIXTURING RFI Log Review RF101.01 03 Request For Infonnation RFI Log Reviewed. log Attached Chris Lang (FSI) For Informati Submittal Log Review SUB01.01 04 Submittals Submittal Log Reviewed Log Attached All Subs & Suppliers For Informati Update 05/01/07: All subcontractors and suppliers to issue FSI their required submittals immediately R ~~~~~~~~~~~ Meeting Minutes Grouped by Topic pea Log Review PC001.01 05 Potential Change Orders peo Log Reviewed. Log Attached Chris Lang (FSI) For Informali 'O$fQld:eusiness=,~ " Storm & Sanitary Sewer Utility connections 01.01 06 Old Business Pedro Deguzman Open (TERDES) Storm and Sanitary Sewer Utility connections at Front Street proposed to b relocated to Washington Street. Terraforma Design Group to perlorm feasibility study and respond to project team 4f11f2007 UPDATE 0424.07: These changes will be incorporated into the revised site design due to the design survey error. Revised site design in process Permanent Power 01.02 06 Old Business Robert Larson Open 4/17/2007 (CITYPA) City of PA to design Primary Permanent Power Plan. Owner, Walgreen::; and City agree to reloca.te transformer to landscape island at SW corner of Bldg. City will review option to install transformer on utiity pole in lieu of pad mounted system Criteria Drawings & Specs 01.04 06 Old Business Shane Mercier (NYSOLC); Scott Fawson (WALGREE) FSI to have onsite at all times the contract set of Walgreens Criteria Drawings and Specs Open 4/17/2007 Update 05/01/07: FSI has emailed Walgreens and the Architects and is wailing for a response. WALGREENS POE (Points of Emphasis) 01.05 06 Old Business Chris Lang (FSI); Steve Allred (FSI): Keith Kuhl (KElT K); Roland Ordana (PRICON); John Tucker (STRELE) Forlnformati HVAC: "DON'T REMOVE THE BRACKETS" ON THE HVAC UNITS ELECTRICAL: DOUBLE CHECK THE UNDERSLAB CONDUITS (NUMBER & LOCATIONS) & FOLLOW THE LIGHTING CONTROLS PLAN IN THE DRAWINGS MASONRY: CLEAN AS YOU GO & PROTECT THE MASONRY FROM INCLEMENT WEATHER AT ALL TIMES SLAB ON GRADE: PRE-POUR CONFERENCE REQUIRED. FOLLOW THE SPEC. FLATNESS & LEVELNESS TOLERENCES FULLY ENFORCED Revised Site Design 02.01 06 Old Business Pedro Deguzman (TERDES); Shane Mercier (NYSOLC) The Site is to be redesigned due to design survey error. Building to be relocated to the South approx. 2.5'. Project on hold until site is redesigned and approved by Owner, Walgreens and City FSI to issue revision to subs and suppliers when available. The redesign will formally answer RFls 0002 & 0003. Open 5/1/2007 Update 05101/07: The city approved the revised design. The design team is to issue plans to FSI for distribution to subcontractors and suppliers as they become available. Walgreens Final Red Lines 02.02 06 Old Business ArchitectlFSI issued RFI 0005, The final Walgreens Redlines. construction set Steve Allred (FSI) For fnformati All subs & suppliers to review and incorporated into their Update 05/01/07: These revisions are posted on the BXWA website , R: FiSher~S~ns Meeting Minutes Grouped by Topic FSI Superintendent 03.01 07 New Business Terry Carter (FSI) For Informati FSI Superintendent Sieve Allread will be away from the project for two weeks FSI Superintendent Terry Carter will step in during this time Steve will be back on site May 16th. Terry can be reached at the field office phone or on his cell at 360-333-1281. Representatives attending the meeting shall be qualified and authorized to act on behalf of the entity that each represents. To the best of our knowledge. this is an accurate summary of the discussions, decisions, etc., which occurred during this meeting. Notification of exceptions to this summary are to be made within seven days of its receipt; failing such notification, this summary will be considered a statement of fact Linnie Scott Fisher & Sons Sf1f07 11:00AM Jobsile ,', '2007/FEB/20/TUE iD:24 AM CITY OF PA BLDG DEPT FAX Nt 3604174711 Lv D 4- 07- ! 5 P 002 ----.---.--.-.-------.-- S. ~ It ' , !Ii , ,"Wi;ij....'lf ---~------- ------ ---.._~---------_._------ ----.- -.----------.---.,..--- PORT ANGELES LANDFILL WASTE DISPOSAL AJ>PLICAll0N To: City <if Port Angeles, City Engineer 321 E Fifth Street P.O. Box 1150 Port Angeles, Washington 98362 Phone: (360) 417-4803 FAX: (360) 417.4709 '- NOTE: An questions must be answ<!red for waste to be approved. 1, Generator Information: Company Name: Mailing Address: , Contact: Phone: Project ,Name: Project loc:alion: --\O?-D~~C-AVA"f1 oM (<7 ~ \C1.s~ 4-::<Z,~ ,,, ( 11J.c.. L~2-(; C;. ,-,"oL-F- ~~e:- ~, 'P~ M~~ <..<?-\. 4~Y"L -.d~ IC-D,.j.oB\-~\ ' '?0o,45Go.3z;:tv, '-<O~l?'~<;' q ~ '2- e:A::$r Ftu>s.. L-c- qT. 2. Other Contacts (If applicable): Consultlng Firm: Contact: Phone: ' ContraclorName: '~ e- <;-""0, ,tuG Contact: S~e:- ~"':> Phone: -;;g. /o?f). g.4l. lt~ Laboratory: Contact: Phone: City of Port Angeles. Landfill Waste Disposal Applicatlon Pllile-l 2007/?EB/20/TUE 10:24 AM Clry OF PA BLOC DEPT FAX N~ 3604174711 D 003 I I 3. Source of Wasta: .-. .,-- - ----------_._-~--- - Check the appropriate box below and briefly describe the project, process, andlor cleanup that will or has produced the waste requiring .dlsposal. Include the gasoline service station number [~ applicable}. - CERCl.AIMTCA Remedialion Agency Contact - Independent Remedial Action - UST Removal Unused Cnemical Product Spill ::i..- Other Source: BLfI: i--\:::iJJe.- - h..--.,.,.."o t. ~ I'JV.-rt ()- r:::d ~ f.lto \.goo D r ~~ '~&.Lc.\ p- <;~( ~Gn-t.ce- , U.Ftb'tti . P~1..t IAl r.. '.IE.. (.xu ~('JC . I 4_ Waste Material Composition: (check all that apply end include percent of total) Soil _% _ Foundry Slag _% ~ Concrete! Asphalt lCL% _' Dredge Sediments _% Preserved Wood ~% Debris _% Goal Ash _% _ Other Oist} Wood Ash _%. r~ 11..1 '-' f Dtu.'r,,JPaL.lJ.Q% _Ic-Ot:P-/,IJ t-, ..f-- N1l~ .i.Q.. % NOTE; Tolal must eouaI100'~. 5. Waste Material Contaminants: (check all that apply) Gasoline Solvents . Unused Motor Oil. Other Metals _ Heating 011 Used Motor OillWaste 011 ~ Diesel PCSs Other Petroleum Product - fJ/A: I Unknown NOTE; Supply any MSDSinformation with application, if available. CitY of Port Angeles - Land~1I Waste Disposal Application Pago - 2 2007/FEB/20/TvE 10: 25 AM 1_____ C!JY OF PA BLOC DEPT FAX 110. 560 417 4711 P.004 6. 'Estimated Quantity of Waste for Disposal: I i I I I I I 'p'O Cubic yards I Drums I (d;J Tons (estimate bo1h) Tons (estimate both) Other NOTE: Estimated quantity for disposal must be wilhin 20% of the quan~ty actually disposed. (10% for projects over 7,500 tons or '5,000 cubic yards.) , ! 7. Frequency of Disposal: ' i One time _ Monthly Annual " -X. Other S \0'1.1<:;,1 da.::;. 'I- ~""_'.::y;. ~,' Inl a.d-S. I 6. Was,," Sampling: - Proper characterization of the waste for disposal requires ihe collection of representative samples. The'methods and equipment necessary for obtaining representative samples of a waste, and the frequency Of sampling. will vary with-the type and form of the waste. Check the appropriate box and Melly descnbe how and where the waste was sampled. Include site maps with sampling locations If possible. . Number of COMPOSITE samples' _& number of discrete samples per composite _ Number Of DISCRETE samples _ 4e:;L:::; . ~ ~H1 f'S (~ , , NOTE 1: Unless plior approval has been granted by Port Angeles, the following sampling frequency will be used: ' 1 compos~e sample 3 composite samples' 5 composite samples 7 co,,!pos;te samples 10 composite samples 10 plus one sample for each additional 500 cubic yards NOTE 2: One composite sample shall conlaJn a minimum of three/maximum of five discrete samples. . 0-25 25.100 101- 500 501 - 1000 1001.2000 >2000 cublc yards cubic y.ard. cubic yards cubic yards cubic yards cubic yards " = " " = = City of Port An~eles - Landfill Waste Disposal Application Pege - 3 ZOG,/HE/lO/TUE i 0: 25 All em OF PA BLDG VEPT i i I -------- ~ 9. Waste Analysis: fAX Mo 360 117 4711 P 005 The "Dangerous Waste Regulations" CNAC 173-303) shall be LlII11"ea to determine the appropriate analytical requirements for waste charaeterizatlon. Ecology Publication #91-30 ' (Revised April 1994) "Guidance for Remediation of Iroleum Contaminated Soils" shall also be used to characterize petroleum contaminate oils from UST releases. Submit all laboratory analytical resulls, QAlQC d3ta, and Chal Custody sheels along with this application. (NOTE: The Iaboratcry must be acered' by the Washington Sbtll Department of Ecology,) I I I I ; I I I , , a} List all analytical test meth~ s used: / b) Provide a narretivLs to why the 'abo 10. Soli Classification: ("'FOR PETR metho~ selected: - , YES NO MlNA TED SOILS ,ONLY''') Based on the analytical ctata and Ecology pubiicOlion 1-30, the soil classification is: (check one) Class 1 Class 2 Calculated Hazard Index 11, Dangerous Waste Affidavit Class 4 Based on a review of the analytical lest results, s history, and the applicable regulations, this, waste Is c1assifilld as: (check one) -' Nenher Dangerous Waste (DW) nor Dangerous Waste (DW) mely Ha"ardOUs Waste (EHW) and Waste Coda: Extremely Hazardous Wasie (EHW) and Waste Code: city of Port Angeles - Landtill Waste Disposal AppficaUon Page - 4 . 2007/FEB/20/TUE 10:25 AM C IT'! OF PA BLOC DEPT FAX No. 360 4!7 471] P 003 i ! . I I I I- i, I.. ___ __._ 12. Certification: We, THE. UNDERSIGNED, certify tnat this application Is irue to the best of our knowledge. All Infonnalion provided is corred and the enclosed analytical results represent the proposed waste malerialle the best of 0 abilities. 6l-e-l~ ~ Ie Printed Name ~<S~ e. ~S, lcJ..c. Company 04_ L L . O--:t- Dale J~~~~~&dZy~</41~ 1. / 'Z- ---0 1 . fPJ./'PI? ... . tfa-a :J ~ g -/z.~tJ7 . .. ilj7?rPl/a/ .-p//,....ud2Zr;, ~ N:iPeUC'CP,HXXLSVAiOO9_0f .wpo City of Port Afllleles.-land1111 Waste Dffiposal Appli""Uon Page.5 ~ORTANGELES WAS H I N G TON, U. S. A. PUBLIC WORKS & UTILITIES DEPARTMENT April 12, 2007 Todd Peterson S.E. Grainger Development Group, LLC 845 106'h Avenue NE, Suite 100 Bellevue, W A 98004 RE: Port Angeles Transfer / Landfill Waste Disposal Application, WDA 07-15; Building demolition at 934 East Front Street, Port Angeles, W A We have received your application for disposal of building demolition debris from the referenced site and reviewed the testing results for lead and asbestos content. Based on the testing results the debris appears to be acceptable for use in the landfill. A copy of your approved application is attached. This approved application must be shown to the landfill scale attendant at the time of disposal. Please be advised that this disposal application is only for the materials and quantities listed in the application. Materials not listed or in excess of the quantities noted may require separate applications and approval. Please call if you have questions. Very truly yours, ~~~r Gary W. Kenworthy, P.E. City Engineer Deputy Director of Engineering Services GWK.o Ene!. WDAD7-1) COPY' ClaudIa Srromskl Fisher & Sons. Inc Bldg FlIe N PWKSE;\iGI1\EER WDAPPLlC 0: .15 File: Landfill Solid Waste DIsposal Applications 321 EAST FIFTH STREET. POBOX 1150. PORT ANGELES WA 98362-0217 PHO'\;E 360,417-4805. FAX 360-417-4542. TTY 360-417-4645 E.MAI L PUO;':':,q'"kS:(I'c- t:/cfpc3. u:-' [(12/1/2008) Trenia Funston - Re: Walgreens #11215 PA: CONCEPTUAL STORM-REVisION Page 1! From: To: Date: Subject: Trenia Funston Terraforma Group 4(13(2007 1:27 PM Re: Walgreens #11215 PA: CONCEPTUAL STORM REVISION I spoke with Gary Kenworthy, City Engineer. If you can get it to work go for it. TF >>> "Terraforma Design Group" <oedro(Q)terraformadesianarouD.com> 4/11/2007 11:34 AM >>> Hello Trenia, Attached is a schematic of a revised storm design per your pre-con discussions yesterday. The storm manhole at the alley is lower than previously thought we would allow us to drain to this direction instead of trenching Front Street. Detention and treatment system moved to SE corner of site. Please let me know if this conceptually looks okay to you and then I will draft up and submit. I am also showing a sidesewer cut on Washington, instead of Front Street. Please let me know by Thursday morning as I am out of town on Friday and all of next week. Thanks! TERRAFORMA DESIGN GROUP, INC. CIVIL ENGINEERING . LANDSCAPE ARCHITECTURE Pedro DeGuzman, PE Principal S212 37th Avenue SW . Seattle, WA 98126 Office: (206) 923-0590 . Fax: (206) 923-3507 Email: <maitto:oedro@terraformadesianarouD.com>oedro(Ci}terraformadesionarouD.com -----Original Message----- From: Chris C. Lang Imailto:ccl@lflshersons.coml Sent: Monday, April 09, 20079:53 AM To: Akemi Sekaida (Terraforma Design Group, Inc.); Andrew Novikoff (Kleinfelder); 8ryan Gray (Summit Professional Engineers, LLC); Christie Tucker (Straits Electric); Corey Peterson (Energy Control); Dave Thompson (eRG); Jeff Konopaski (Jordan Excavating); Keith Kuhl (Keith Kuhl Masonry); Lee French (DCI Engineers); Scott Flawson (Walgreens); Scott Grainger (SE Grainger Development Co.); Shane Mercier (Nystrom Olson Collins); Steve Allred (Fisher & Sons, Inc.); Todd Peterson (CRG) Cc: Todd Peterson Subject: RE: Walgreens # 11215 PA: PreCon Mtg. with City of PA Importance: High Project Team, Kickoff Meeting Time Change: In an effort to make sure that all of the folks that are traveling from a distance away from the jobsite, I have pushed back the Project Kickoff Meeting until 12pm Tuesday. The PreCon with the City is still scheduled for 8:30am. Please let me know if you have any questions. 1(12/1/2008) Trenia Funston - Re: Walgreens #11215 PA: CONCEPTUAL STORM REVISION Page 21 . Thanks, Chris Lang 1 Project Manager 625 Fisher Lane, Burlington WA 9B233 ( 360.757.56801 E 360.757.40051 E360.391.0954 + cclc&fishersons,com l~ www.fishersons.com <httD://Www.fishersons.com/> From: Todd Peterson fmailto:todd(ci)crorealtv.coml Sent: Monday, April 09, 2007 9:25 AM To: Chris C. Lang Subject: RE: Walgreens #11215 PA: PreCon Mtg. with City of PA Chris, can you confirm that we are on for the 9am kickoff meeting (on site)? Dave Thompson and I will be attending on behalf of the ownership? Thanks Todd -----Original Message--m From: Chris C. Lang fmailto:ccl(ci)fishersons.coml Sent: Thursday, April 05, 2007 5:34 PM To: Akemi Sekaida (Terraforma Design Group, Inc.); Andrew Novikoff (Kleinfelder); Bryan Gray (Summit Professional Engineers, LLC); Christie Tucker (Straits Electric); Corey Peterson (Energy Control); Dave Thompson (CRG); Jeff Konopaski (Jordan Excavating); Keith Kuhl (Keith Kuhl Masonry); Lee French (DCI Engineers); Scott Flawson (Walgreens); Scott Grainger (SE Grainger Development Co.); Shane Mercier (Nystrom Olson Collins); Steve Allred (Fisher & Sons, Inc.); Todd Peterson (CRG) Subject: Walgreens #11215 PA: PreCon Mtg. with City of PA Project Team: The City has notified me that they would like the PreCon to start at 8:30am at the City Bldg. Department. The meeting is . more or less a meet and greet and an opportunity to discuss how inspections will be conducted, etc. It's pretty informal and I don't believe they will have an agenda. I will take notes. The meeting should be fairly quick as well, so I think we can have our Kickoff meeting right after which should be at around 9am at the jobsite. The attendees for the PreCon should be at least: FSI, Jordan Excavating, Nystrom Olson Collins, Walgreens & Kleinfelder , . Page 31 1..<12/1/2008) Trenia Funston - Re: Walgreens #11215 PA: CONCEPTUAL STORM REVISION The attendees for the Kickoff meeting shall be the same as above and as follows: Straits Electric, Ownership Representative. Keith Kuhl (Masonry) is excused from attending the meeting due to their distance from the jobsite. Keith will be available to conference in on the meeting, however. Please let me know if you have any questions. Thanks, Chris Lang 1 Project Manager 625 Fisher Lane, Burlington WA 98233 (360.757.5680IE 360.757.4005IE360.391.0954 + ccl@lfishersons.com ]p www,fishersons.com <httD://Www.fishersons.com/> R F'~~~l~5.~~ Meeting Minutes r Grouped by Topic Walgreens Port Angeles 932 East Front Street Port Angeles, WA 98362 Project # 7041 Tel: 360,417.0007 Fax: 360.417.3019 Owner, Architect. Contractor Meeting 2 I : I rDate.~tlR~th '?l:.'_~iStiirtn~~~y, J:~:m%~0!$,,;ittoc'atio-n'!S~" . 't,k't;~;\<'" 4/24/2007 11 :00 PM Jobsite IAtte:otJed',By: Jordan Excavating Fisher & Sons Fisher & Sons <,de, v ., - ;;;~:'khnli;:-:i{i' Naf11,e;JSF!:;f'< Jeff Konopaski Chris Lang Sieve Allred IAddltii$nal'plstiibutlOriT~_;;ti::'?itrimlY*4j.)0i; L)~%;ily!100:; 'C; ~ Angeles Canaete Products Randy B & B Paint Co., Inc. Terry Bell Bestscape Management, Inc. Allan Goff C & F Insulation Tom Foley Cascade Door & Hardware, Inc. Tim Boober City of Port Angeles Jim Lierty City of Port Angeles Robert Larson City of Port Angeles Roger Vess City of Port Angeles Trenia Funston DCI Engineers Lee French Energy Control Corey Peterson Fire Chief Equipment Gayle Rathbun Foster Bray Co., Inc. Andy Jarvis G&S Heating & Cooling, Inc. Arnie Haugen Glass Services Company Ward Dunscomb Harvard Steel Roger Baer Horton Automatics Regina Love James & Associates, Inc. Janet Weyel Keith T Kuhl Dba Keith Kuhl Keith Kuhl Masonry Kleinfelder Knight Fire Protection, Inc Lakeside Industries MlJ Fixture Group North Pacific Drywall Systems, Inc. Nystrom Olson Collins Overhead Door Performance Steel Fabricators LLC Primo Construction Inc. Rainbow Federal, Inc. Andrew Novikoff Mark Doty Dave Church Marla Newman Luis Martinez III Shane Mercier Tony McClellan Bryan Shira Roland Ordana Stefani Christian 7-'R~General NotEi'if';""/ J''''-~>:_';;!f-0-'~<Oy. '" (;">{:':_. ", -~I;hTel' it v;gFax" <':Y;p)i,4F:EMaU;/iiml!ii, 360.456.3270 360.452.2009 jkono@olypen.com (360) 757-409 (360) 757-4005 ccl@frshersons.com (360) 757-151 (360) 757-4005 sga@fishersons.com on ~;P:-;Tel -'<>T1FaX,i:::",;i Y:JW 'EMaW , ',1,'"' :-:,;i~ i;:p,r,esent Yes Yes Yes "k s'" ----I- 360.457.0443 360-676-9432 360-676-7331 bbpainting@comcaSl.net 360,683.7974 360,683.7754 bestscapemgmt@yahoo.com 360-757-1685 360-757-7457 sales@candfrnsulation.com 360-435-0821 360-435-0825 timb@cascadedoorandhardware.com 360.417.4816 360.417.4709 jlierly@cilyofpa.us 360.417.4706 360.417.4711 rlarson@cityofpa.us 360.417.4807 360.417.4709 rvess@cityofpa.us 360.417.4807 360.417.4709 tfunslon@cilyofpa.us 509.455.4448 509.455.7492 lfrench@dci-engineers.com 509.624.5212 509.624.5215 cp-energycontrol@qwesl.net 425-641-2127 425-562-6662 gayler@fire-chief.com (425) 527-6044 (425) 527-605 andy.jarvis@foslerbray.com 360.794.7306 425-252-4402 arnie@gsheating.com 360.452.1155 360.452.9637 glassguy@olypen.com 253.804.8884 E 253.804.4196 roger@harvardsteel.com 800-531-1111 e 866-808-6969 regina_love@overheaddoor.com 360-417-2810 360-41749889 goodlife@olypen.com 541.779.4793 541.779.4793 kskuhl@charter.net 425.562.4200 425.562.4201 anovikoff@kleinfelder.com 360.417.0505 360.452.8074 mwdoty@tenforward.com 360.452.7803 360.457.7932 daveC@lakesideind,com 217-735-6680 217.735-6676 mnewman@mii.inc,com 253.874.1400 253,874.6200 Imartinez@npdrywatJ.com 509.328.6464 509.328.6465 mercier@nocarch,com 360-734-5960 360-647.7673 odcbellingham@earthlink.com 253.229,0318 253.847.3720 shirabg@msn.com (360) 683.5447 (360) 683-647 rolando@primoconslructioninc.com 425-333-4876 425.333-0563 slefanic@rainbowtederal.com fi ~~~.~~ Meeting Minutes Grouped by Topic SEG Port Angeles, LLC SEG Port Angeles, LLC BEG Port Angeles, LLC SEG Port Angeles, LLC SEI Northwest, Inc. SEI Northwest, Inc. Straits Electric Straits Electric Summit Professional Engineers, LLC Terraforma Design Group, Inc Terraforma Design Group, lne The Plumbing Connection tnc. Trojan Walt Products Trojan Wall Products Underfeet, Ine Walgreens Zenovic & Associates, Inc. PrOject Coordination Meeting rlteniili3if;Sf:-rt Meetln'gilt.e"i,Oescnptlori~t;;i:'c:: ':>,'"5;; 01~Safe .'><-l' * ~ Dave Thompson 206-275-2800 425-451.2025 dave@crgrealty.com Scott Grainger 206-275-2800 425451-2025 scott@segrainger,com Seth Startup 206-275-2800 425-451~2025 seth@crgreatly.com Todd Peterson 206-275-2800 425-451-2025 todd@crgrealty.com Patty Donovan 206-204-8505 206-284-9576 pattydonovan@seinorthwest,com Patty Weir 206-204-8501 206.284.9576 pattyweir@seinorthwest.com Christie Tucker (360) 452-9104 (360) 457-469 straits@olypen.com John Tucker (360) 452-9104 (360) 457-469 strails@orypen.com Bryan Gray 509.323.1563 509.323,1565 bryan_summit@qwest.net Akemi Sekaida 206.923.0590 206.923.3507 office@terraformadesigngroup.com Pedro Deguzman 206.923.0590 206.923.3507 office@terraformadesigngroup.com Doug Felton (360) 457-1690 (360) 452-166 IheplumbingconnectioninC@hotmall.com Emane Xayarath 253.520.6545 253.520.6548 emone@trojanwall.com Tray "Bud" Smith 253.520.6545 253.520.6548 bud@trojanwalJ.com Tony Ogden 206.517.3017 206.729.5132 underfeet@comcaSl.net Scott Fawson 971.230.0556 971.230.0559 scott. fawson@walgreens.com Brad Lymangrover 360.417.0501 brad@zenovic.net ~~',i';!JK4~h\;' ;Lftti",,:'>;~S;iEy; Resp.illf,:i; _;~,-:^}~;:;tii:,;:;"ri\ftm:Status Jig,,:;, .Due'Date _::1 ';@j-;d Jobsite Safety SAF01.01 01 Safety Steve Allred (FSI) For Informati FSI requires that all personel on the jobsite must wear approved Hard Hats, Safety Glasses and a Reflective Top. All personel entering the jobsite for the first time must check in with an FSI representive at the FSI Project Office. Iltenl~K-;:>2Meeiin.g1Itiiii\[)esc~ptlon"iBW;~:,;:r~t2fi7:I;:;;:WkfrJ;f~h5'~~lt&~\.;:t~Resp~~~~~St3tus~;<Due'Datej:';'U;:1 02,'Schedule: W if!:k Project Schedule SCH01.01 02 Schedule NumberNersion: Basline. Distributed for review and comment. Chris Lang (FSI) For Informati PER EXHIBIT "0". BLDG. TURNOVER TO WALGREENS -10 DAYS FROM FIXTURING. 1:ltemRsl.tsMeetlnglltein'1DeSCiiptlon'~~1~{;,~~l$iiBt~<iEE'~-~~'Kt~RespR~i~*sai"s't8tus'Ri1.a;tDue1Date';J 'iH r03\RaQ'ue'st1EQr;lriformatton~= """'-=""""~'fJ~m~;TIHiPillrmmii:~h~Ug~ll1?~E,~~r~lfu:E~;E~;;r,;;;;~ RFllog Review RF101.01 03 Request For InfonnatJon Chris Lang (FSI) For Informati RFI Log Reviewed. Log Attached flt.m'l~il"ii'iiM..tlnglll.rniO.s"nptlon'l!lilif~:Ii!J;.]~,ii 'iblikiii:jll!llfJli:lil~,1'lif!lli",X1li!llf4lli Re.oif!ll,<<I'i,!Ilkll_111.stiitils_I'''Ouii,Oate,i''1bI f04c'SubmlttitlihiV:>;';~~it'il~~\~~'t*'~Hs,7:;':"'::: ;;~~ :?-i~';ft,):;:;ft~!'t:,:";'#ir9;~Jl.:;t"~?~ifF\:';:'>,it&~ji,t:mr!~~-Y;;'rJ1-;.:{'i~~;Vf:Y~1'F' +"6;-5'L1 Submittal log Review SUB01.01 04 Submittals Submittal Log Reviewed. Log Attached Chris Lang (FSI) For Informati litem"> ~ Meeting It'e'm' Desc'liptloil"'.sJ'; , I 05Potfmtlar Change'Oroers,':C1mhWW':e;"::::TIEL;2 "<'3 ::.:<~pt'G;m0<J; h.-ruT\., ;'~.-;G7~:<Res'p.;t;::, Y~~0L_i}i'~;i:1{tj;:Status1Qj;~.n/. .[jue~[)ate 'I 'I i.:\:f,'~ ;'$1;: ";:"'; 'fL', \;! :-:;F11tL'),,}" ':1j;;;;; fy.. {;",..; ~ Fk.I1["!'&.~m Meeting Minutes Grouped by Topic I II . o. ~ . 0" I.. .. V' f1te'm '/"""''''.. ''';0''\;+: :'Meeliifg':ltem'lties'C'iipflon'{40'tf.,'!ft?1:::: ;;1jwfSK71gic ;~~isgiNi[?i5:;IT 7;Jk?F! \:i;:'y#::msffiyt{':;:'Resp'::';;";;\~~~mNi}i~1,*111&&sf,StatuS'npJ1J:\i.;" OuerOa'fei;?Ji;+l pea Log Review PC001.01 05 Potential Change Orders pee Log Reviewed. Log Attached Chris Lang (FSI) For Informati rltenfABtmlF,j?:MQi:tln'g1ItemrDesciipfJ6n10i%f}iililtWik1!iiJittb4N'Jii)]ll;f.lN!~~t.jtmithilii\+~+, ;'Ml~gg;?~;E1t:>'jR&$p,u;lJ'lj!Wlff!f,j:ti4j1i~,StatiJ~~liPi;JD'IIi\Oate'jmrifil 06.0Id;Buslness ~'~\'i ;;y,";~,1i< . "~~;0'f,g1}., :m'",:~,?:\, Storm & Sanitary Sewer Utility connections 01.01 06 Old Business Pedro Deguzman Open (TERDES) Storm and Sanitary Sewer Ulility connections at Front Street proposed to b relocated to Washington Street. Terraforma Design Group to perform feasibility study and respond to project team. 4/11/2007 UPDATE 04.24.07: These changes will be incorporated into the revised site design due to the design survey error. Revised site design in process Permanent Power 01.02 06 Old Business Robert Larson Open 4/17/2007 (CITYPA) City of PA to design Primary Pennanent Power Plan. Owner. Walgreens and City agree to relocate transformer to landscape island at SW comer of Bldg. City will review option to install transformer on utiity pole in lieu of pad mounted system. Demo of Existing Bldg. 01.03 06 Old Business Jeff Konopaski (JOREXC); Chris Lang (FSI); Steve Allred (FSI) FSI scheduled to begin demo of existing bldg. this week. Owner to provide Fsr copy of Lead Paint Lab analysis (complete). FSI to complete and submit waste disposal application along with Lead Paint analysis to City prior to dumping Closed 4/1212007 Criteria Drawings & Specs 01.04 06 Old Business Chris Lang (FSI); Unnie Scott (FSI) FSlto have onsite at all limes the contract set of Walgreens Criteria Drawings and Specs Open 4/17/2007 WAlGREENS POE (Points of Emphasis) 01.05 06 Old Business Chris Lang (FSI); Steve Allred (FSI); Keith Kuhl (KElT K); Roland Ordana (PRICON); John Tucker (STRELE) For Infonnali HVAC: -DON'T REMOVE THE BRACKETS- ON THE HVAC UNITS ELECTRICAL: DOUBLE CHECK THE UNDERSLAB CONDUITS (NUMBER & LOCATIONS) & FOLLOW THE LIGHTING CONTROLS PlAN IN THE DRAWINGS MASONRY: CLEAN AS YOU GO & PROTECT THE MASONRY FROM INCLEMENT WEATHER AT AlL TIMES SLAB ON GRADE: PRE.POUR CONFERENCE REQUIRED. FOLLOW THE SPEC. FLATNESS & LEVELNESS TOLERENCES FULLY ENFORCED !It.m1l!!llit'liMeetiH911t8\1l1D.sC'ilPil&rr!1I!!IIiiW~1i!"Iliil,if~mitIW~iiiil'~/',iL~1iI&1JiiillliitR.,p;~kIi,_stiit~1iI&liJoUeiDai.miiif'~ 07 New':Suslness?'~;'<; .." ~0' :,;,.-.., Revised Site Design 02.01 07 New Business Pedro Deguzman (TERDES); Shane Mercier (NYSOlC) The Site is to be redesigned due to design survey error. Building to be relocated to the South approx. 2,5'. Project on hold unlil site is redesigned and approved by Owner, Walgreens and City. FSlto issue revision to subs and suppliers when available. The redesign will fonnally answer RFls 0002 & 0003 Open 5/1/2007 litem" Meetlrig.lteirtDEisd"rli!tlonf~ Resp- " :::stilfus-T' Due Date ' , ... fi fW1l'7" &.~ IB Meeting Minutes Grouped by Topic III ... . . ." I.. I. ," INew<Busliifiss>~L;;>iJ2W:'F;;;5;.ri,: Walgreens Final Red Lines 02.02 New Business ArchitectlFSI issued RFI 0005, The final Walgreens Redlines. construction set. Steve Allred (FSI) For Informati All subs & suppliers 10 review and incorporated into their Representatives attending the meeting shall be Qualified and authorized to act on behalf of the entity that each represents. To the besl of OUf knowledge, this is an accurate summary of the discussions. decisions, elc., which occurred during this meeting. Notification of exceptions 10 this summary are to be made within seven days of its receipt; failing such notification, this summary will be considered a statement of fact. leriiliiired'By,.' " Chris Lang ~''''Coml!arty,'; Fisher & Sons A5i;;>?H,y;~': "fYNexfMeetlno 5/1/07 '!;1P' Nexftime: 11:00AM , Next'Loeatlon Jobsite "I R r~~~~~~~.~q~ Meeting Minu~es Grouped by Topic litem, Meeting IterriDescrip.;tion' ~ . "'t5 ,'\~ Resp':"-/f; . Sll1tus"Due Date',,1 Utero ,~ :Me'etiriglterri"Descrip-tion :j;tiiYii<::; ,:;:jtqi:l}v,:'~;;:/;\i'!UDKjNn;'Li;,;?:jmJi!LVj: j;/i*iY;JResp-'ikF0mEj~ :'()U#4JLiE:i.ili::-GfStatusiiwiiE.ij,ifDue' DateYitf 105 Potential Chanae' Oroers ~V; 'i:>g4]ftit':;-:-'~:s;ejjhh;:; .5;:''1;4:>: -~: ,- ;;iK=;Yii~:\1ii::;.,~q} ~jXki:;:;j;ij .-~, ~:-~:Y' ;] PCO Log Review PC001.01 05 Potential Change Orders Chris Lang (FSI) For Informati pee Log Reviewed. Log Attached Utem.,="" Meetiriij'ltlHn'Descriiition'jL, .,,,.m,,~_~, _ .~@,~~ ResilHi.L. _ _mStltlis'!!!liliDue'Darem f06:0ItliBusiness~R!!m'Ji~~iWf!~E1;;);)!W1'!!q\&u'g*,!___;Q'reiHj'@I@'&1:Mj~m~:;Z~l!I0B\i0R'ft)"jjj'j""L_.~:~dlmUmJ"""'W@J1!kffi1"--i?!tI_JtIE~~_"r!l Stann & Sanitary Sewer Utility connections 01.01 06 Old Business Pedro Deguzman (TERDES) Storm and Sanitary Sewer Utility connections at Front Street proposed to b relocated to Washington Street. Terraforma Design Group to perform feasibility study and respond to project team. Closed 411112007 UPDATE 04.24.07: These changes will be incorporated into the revised site design due to the design survey error. Revised site design in process Permanent Power 01.02 06 Old Business Robert Larson (CITYPA) City of PA to design Primary Permanent Power Plan. Owner, Walgreens and City agree to relocate transformer to landscape island at SW corner of Bldg. City will review option to install transformer on utiity pole in lieu of pad mounted system. Open 411712007 UPDATE 05.17.07: City provided costs for two options. FSI forwarded email to Owner and Design team for consideration/decision. FSI to coordinat with City upon decision. Criteria Drawings & Specs 01.04 06 Old Business Shane Mercier Open (NYSOLC); Scott Fawson (WALGREE) FSI to have onsite at all times the contract set of Walgreens Criteria Drawings and Specs. 4/17/2007 Update 05/01/07: FSI has emailed Walgreens and the Architects and is waiting for a response. WALGREENS POE (Points of Emphasis) 01.05 06 Old Business Chris Lang (FSI); Steve For Informati Allred (FSI); Keith Kuhl (KElT K); Roland Ordana (PRICON); John Tucker (STRELE) HVACc "DONT REMOVE THE BRACKETS" ON THE HVAC UNITS ELECTRICAL, DOUBLE CHECK THE UNDERSLAB CONDUITS (NUMBER & LOCATIONS) & FOLLOW THE LIGHTING CONTROLS PLAN IN THE DRAWINGS MASONRY, CLEAN AS YOU GO & PROTECT THE MASONRY FROM INCLEMENT WEATHER AT ALL TIMES SLAB ON GRADE, PRE-POUR CONFERENCE REQUIRED. FOLLOW THE SPEC. FLATNESS & LEVELNESS TOLERENCES FULLY ENFORCED Revised Site Design 02.01 06 Old Business Pedro Deguzman (TERDES); Shane Mercier (NYSOLC) The Site is to be redesigned due to design survey error. Building to be relocated to the South approx. 2.5'. Project on hold until site is redesigned and approved by Owner, Walgreens and City. FSI to issue revision to subs and suppliers when available. The redesign will formally answer RFls 0002 & 0003. Open 5/1/2007 Update 05/01107: The city approved the revised design. The design team is to issue plans to FSl for distribution to subcontractors and suppliers as they become available. UPDATE 05.15.07: Subs and Suppliers to assess changes to their work and provided FSI with any change order proposals by 05.25.07 ~ ~~~~~~~~~I'!~ Meeting Minutes Grouped by Topic ;,..,...,...;' ll;ilii;Sjj~ "~'~.t'+ tj'iAi42"tr>;" Re!Hiit,1ti;.. '.;';j' ;0,j,s,tF;;12,Statiis&i6irt4LDue.Oate't4H Iltemill~~4f' :Meetill'gHtem :OescriRtion ':{;;jfjf;;!;;,. Walgreens Final Red Lines 02.02 06 Old Business ArchitectlFSI issued RFI 0005, The final Walgreens Redlines. construction set. Steve Allred (FSt) For Informati All subs & suppliers to review and incorporated into their Update 05/01/07: These revisions are posted on the BXWA website. UPDATE 05.15.07: Subs and Suppliers to assess changes to their work and provided FSI with any change order proposals by 05.25.07 Punchlist 04.01 06 Old Business Walgreen's punchlist posted on Builder's Exchange website. Please the Final Punchtist walk-through at the completion of the project. All For Informati review for your work. This document will be used during IIteiti-fMeetiiijjilterii:Descrlillloi1'ii-!!I.i1--"~Jlli - wiResil~~-"~1III! -lStiitu,~- 'Ouel0ate1illl I07jNew;Busjne.ssB!m!15Ll?t\:sJ\.,::0~~lriMf~r;g~~mi\ml~jflflli8i{M;la~OOmr4!!t$W~1~~_~~~~~~J1 FOC & PIV Location 06.01 07 New Business Steve Allred (FSI); Rick Open Knight (KNIFIR) FSI to verify location of FDC and PIV location with Port Angeles Fire Marshal. FSI proposes to locate the PJV and FDC to the south side of the bldg. entry sidewalk. Knight Fire to provide sketch for review. 5/2512007 DCI Foundation Inspection 06.02 07 New Business Lee French (DCIENG); For Informati Keith Kuhl (KElT K); Steve Allred (FSI) Lee French, DCI Engineers, visited site to inspect foundation forming and rebar installation per City of Port Angeles requirements. Per DCI, CMU Control Joints to be run down to top of footings Representatives attending the meeting shall be qualified and authorized to act on behalf of the entity that each represents. To the best of our knowledge, this is an accurate summary of the discussions, decisions, etc., which occurred during this meeting. Notification of exceptions to this summary are to be made within seven days of its receipt; failing such notification, this summary will be considered a statement of fact. ~P.irediBv Chris Lang )t;$1~!;1;~;mH?fi'Cbmoan'vlmW:;;;}j;5$11fitljjili\0ii1;it,ntmH%hmNext;Meetina_l:;;tjmNeit$Time~Next1Itocatioh~;(k\1b~ia Fisher & Sons 5/29/07 11 :00 AM Jobsite t(12/1/2008) Trenia FunstOn~\NALGREENS - PORT ANGELES: REVISED CIVIL REVIEW -- Page 11 From: To: Date: Subject: "Terraforma Design Group" <pedro@terraformadesigngroup.com> '''Trenia Funston'" <Tfunston@cityofpa.us> 4/30/2007 7:58 PM WALGREENS - PORT ANGELES: REVISED CIVIL REVIEW Hello Trenia, Have you had a chance to review our revised civil design. I was told the revised civil was acceptable to the City. Thanks! TERRAFORMA DESIGN GROUP, INC. CIVIL ENGINEERING . LANDSCAPE ARCHITECTURE Pedro DeGuzman, PE Principal 5212 37th Avenue SW . Seattle, WA 98126 Office: (206) 923-0590 . Fax: (206) 923-3507 Email: <mailto:pedro@terraformadesigngroup.com>pedro@terraformadesigngroup.com l(12/1/2008) Trenia Funston - Re: WALGREENS - PORT ANGELES: REVISED-CIVIL REVIEW Page 1! From: To: Date: Subject: Trenia Funston Terraforma Group 5/1/20078:59 AM Re: WALGREENS - PORT ANGELES: REVISED CIVIL REVIEW Roger Vess reviewed the plans. Go forward. TF >>> ''Terraforma Design Group" <oedrO(Qlterraformadesiqnqrouo.com> 4/30/2007 7:23 PM >>> Hello Trenia, Have you had a chance to review our revised civil design. I was told the revised civil was acceptable to the City. Thanks' TERRAFORMA DESIGN GROUP, INC. CIVIL ENGINEERING . LANDSCAPE ARCHITECTURE Pedro DeGuzman, PE Principal 5212 37th Avenue SW . Seattle, WA 98126 Office: (206) 923-0590 . Fax: (206) 923-3507 Email: <mailto:oedro(a)terraformadesianarouD.com>oedro\o)terraformadesianarouD.com 1l.1'"'' '"00 '"o,,~ ' ,w ",""roO"~ '^ " ,,'{, R" ">e' ' C' '1< Page 11 From: To: Date: Subject: "Chris C. Lang" <ccl@fishersons.com> <!funston@cityofpa.us> 5/9/2007 1 :04 PM FW: Walgreens PA #11215: RFI 0009 - CB #14 cc: Hello Trenia, "Steve Allred" <sga@fishersons.com>, "Terry L. Carter" <t1c@fishersons.c... We just wanted to follow-up with you regarding the conversation Jeff Konopaski had with you yesterday regarding some proposed modifications to the storm system at the Wa/greens project. Below is the email from Terraforma Design Group, Civil Engineer, responding to our questions. Thanks, Chris Lang 1 Project Manager 625 Fisher Lane, Burlington W A 98233 . 360 757.56801. 360.757.4005p60.391.0954 . ccl@fishersons.com I. www.fishersons.com <htlp://www.fishersons.com/> From: Terraforma Design Group [mailto:pedro@terraformadesigngroup.com] Sent: Tuesday, May 08, 2007 11 :02 AM To: Chris C. Lang; 'Pedro Deguzman (Terraforma Design Group, Inc.)' Cc: 'Shane Mercier (Nystrom Olson Collins)'; Steve Allred; Terry L. Carter; 'Brad Lymangrover (Zenovic & Associates, Inc.)'; 'Jeff Konopaski (Jordan Excavating)' Subject: RE: Walgreens PA#11215: RFI 0009 - CB #14 Hi Chris, Thanks for your questions. CB 14: you can raise the rim to 95.0 (from 94.5). Can change from grate iid to solid lid. CB 7: this is merely a storm junction from the pipe from CB 8 to the CB 5. Can change from grate lid to soiid lid. If the City inspector is willing to allow a tee connection from CB 8 to the storm tank, that would be fine with me. lEt""" 'm"', '0"""" ~ ,w. w,,;,~", '^" "''' Rei "0;" ~ CS ." Page 21 Stairs are concrete. TERRAFORMA DESIGN GROUP, INC. CIVIL ENGINEERING . LANDSCAPE ARCHITECTURE Pedro DeGuzman, PE Principal 5212 37th Avenue SW . Seattle, WA 98126 Office: (206) 923-0590 . Fax: (206) 923-3507 Email: pedro@terraformadesigngroup.com<mailto:pedro@terraformadesigngroup.com> -----Original Message----- From: Chris C. Lang [mailto:ccl@fishersons.com] Sent: Thursday, May 03, 2007 3:12 PM To: Pedro Deguzman (Terraforma Design Group, Inc.) Cc: Shane Mercier (Nystrom Olson Collins); Steve Allred; Terry L. Carter; Brad Lymangrover (Zenovic & Associates, Inc.); Jeff Konopaski (Jordan Excavating) Subject: Walgreens PA #11215: RFI 0009 - CB #14 Importance: High Pedro, Thanks again for meeting with us this morning. It was good to finally sit down with you after all of the emaillphone dialogue. Attached is RFI #0009. I thought I'd send this direct to you and copy Shane, since he is out of the office until next Friday. Please let me know if you need further clarification. Thanks, Chris Lang I Project Manager 625 Fisher Lane, Burlington W A 98233 " 360.757.56801" 360.757.40051"360.391.0954 " ccl@fishersons.com I" www.fishersons.com <http://www.fishersons.com/> r(7972007) Trenia Funston - FW: Walgreens PA #11215: RFI 0009 - CB-it14 Page 11 From: To: Date: Subject: "Chris C. Lang" <ccl@fishersons.com> <tfu nston@cityofpa.us> 5/9/2007 1 :04 PM FW: Walgreens PA #11215: RFI 0009 - CB #14 /))rJ~ cc: Hello Trenia, "Steve Allred" <sga@fishersons.com>, "Terry L. Carter" <t1c@fishersons.c... We just wanted to follow-up with you regarding the conversation Jeff Konopaski had with you yesterday regarding some proposed modifications to the storm system at the Walgreens project. Below is the email from Terraforma Design Group, Civil Engineer, responding to our questions. Thanks, Chris Lang 1 Project Manager 625 Fisher Lane, Burlington W A 98233 * 360.757.56801* 360.757.40051*360.391.0954 * ccl@fishersons.com 1* www.fishersons.com <http://www.fishersons.com/> From: Terraforma Design Group [mailto:pedro@terraformadesigngroup.com] Sent: Tuesday, May 08, 2007 11 :02 AM To: Chris C. Lang; 'Pedro Deguzman (Terraforma Design Group, Inc.)' Cc: 'Shane Mercier (Nystrom Olson Collins)'; Steve Allred; Terry L. Carter; 'Brad Lymangrover (Zenovic & Associates, Inc.)'; 'Jeff Konopaski (Jordan Excavating)' Subject: RE: Waigreens PA #11215: RFI 0009 - CB #14 Hi Chris, Thanks for your questions. CB 14: you can raise the rim to 95.0 (from 94.5). Can change from grate lid to solid lid. CB 7: this is merely a storm junction from the pipe from CB 8 to the CB 5. Can change from grate lid to solid lid. If the City inspector is willing to allow a tee connection from CB 8 to the storm tank, that would be fine with me. [(5i9/2007) Trenia Funston - ~FW: WalgreensPA #112157f<F'i'ii01i9 - CB #14 Page 2 ij Stairs are concrete. TERRAFORMA DESIGN GROUP, INC. CIVIL ENGINEERING . LANDSCAPE ARCHITECTURE Pedro DeGuzman, PE Principal 5212 37th Avenue SW . Seattle, WA 98126 Office: (206) 923-0590 . Fax: (206) 923-3507 Email: pedro@terraformadesigngroup.com<mailto:pedro@terraformadesigngroup.com > -----Original Message,---- From: Chris C. Lang [mailto:ccl@fishersons.com] Sent: Thursday, May 03, 2007 3:12 PM To: Pedro Deguzman (Terraforma Design Group, Inc.) Cc: Shane Mercier (Nystrom Olson Collins); Steve Allred; Terry L. Carter; Brad Lymangrover (Zenovic & Associates, Inc.); Jeff Konopaski (Jordan Excavating) Subject: Walgreens PA #11215: RFI 0009 - CB #14 Importance: High Pedro, Thanks again for meeting with us this morning. It was good to finally sit down with you after all of the email/phone dialogue. Attached is RFI #0009. I thought I'd send this direct to you and copy Shane, since he is out of the office until next Friday. Please let me know if you need further clarification. Thanks, Chris Lang 1 Project Manager 625 Fisher Lane, Burlington WA 98233 * 360.757.56801* 360.757.40051*360.391.0954 * ccl@fishersons.com 1* www.fishersons.com <http://www.fishersons.com/> l(T2i1/2008) Trenia Funston - Walgreens PA #11215: Wafgreens Generic -Punchlist Page 11 From: To: Date: Subject: Attachments: "Chris C. Lang" <ccl@fishersons.com> "Akemi Sekaida (Terraforma Design Group, Inc.)" <office@terraformadesign... 5/14/20073:28 PM Walgreens PA #11215: Walgreens Generic Punchlist Walgreens Punchlist Form MEM Rev. 04-21-2006.pdf Project Team: Attached is the Walgreens Generic Punch list for your use, file or action. Please review and reference during supply and installation of any of your systems. Thanks, Chris Lang 1 Project Manager 625 Fisher Lane, Burlington W A 98233 * 360.757.56801* 360.757.40051*360.391.0954 * ccl@fishersons.com 1* www.fishersons.com <hltp://www.fishersons.com/> STORE # t, Ifw ',,,,,w-~a~f~~L WALGREEN NEW STORE PUNCHLIST Date: ADDRESS: CITY, STATE: Project #: DEVELOPER: (W) Depicts Walgreen Responsibilitv PRECONSTRUCTlON REOUlREMENTS I 1. The Developer and General Contractor shall call Walgreens sign contractor to install a "Walgrccns corning soon" sign(s) as soon as the site is occupied. The sign(s) shall bc insta]led at least 4' off the ground within ]0' ofpylon location. 2. The sign contractor are assigned by state: o Icon - Midwest at 800-633-8] 8\ for: AL, FL, GA, IL, IN, MI, SC, TN, & PRo o Icon - East Coast at 800-355-3272 for: CT, KY, MA, MD, NC,:NH, NJ, NY, OH, PA, RI, VA, & WV. o Flnoresco at 800-470-] 7] \ for: AZ, CA, CO, !D, KS, MT, ND, NE, NM, NV, OK, OR, SD, TX, UT, WA, & WY. o KielTer & Co. at 877-543-3337 for: AR, lA, LA, MN, MO, MS, & WI 3. Construction Material Testing assigned by state: . Kleinfelder at 303-237-660] for: AZ, CA, CO,!D, KS, MT, ND, NE, NM, NV, OK, OR, SD, TX, UT, WA, & WY. o PSI at 770-424-6200 for: AR, lA, IL, IN, KY, LA, MN, MO, MS, OH & WI o Qore at 770-476-3555 for: AL, FL, GA, NC, SC, & TN , o US Labs- Clayton at 6]0-543-3925 for: CT, DE, MA, ME, NH)NJ, PA, DE, MD, VA, & WV 4. Provide the Walgreen's construction department with the name phon~ and fax number of the General Contractor and the site superintendent's name, phone and fax number. I 5. Provide the pennanent building address to Walgreens as soon as it is ~eceived. 6. Fax or email biweekly construction progress updates to 847-315-4077. 7. A set of Walgreens' Criteria Drawings & Specifications are required 'on the jobsite. Call the developer's architect for a copy. I 8. Material or equipment indicated by manufacture's name indicates Walgreens' preference and expected quality and installation. Substitutions are NOT ACCEPTABLE without prior Wklgreens' approval. To be considered, requests for substitutions must include a point by point comparison between the proposed substitute and the specified manufacturer and model. The comparison must confirm that the proposed substitute 1S equal to or exceeds the quality of the specified products. Incomplete submittals will not be consider~d. Requests resulting from failure to allow sufficient time to order and receive material wl11 not be considered. : 9. The Contractor shall pay al1 architects and consultants fees resulting from the review of substitutions. 10. National account vendor specified in plans must be used NO EXCEPTIONS 11. Any fire alarm equipment or monitoring requirement is the responsibility of the landlord and the landlord's contractor. The equipment shall be programmed, tested, and monitored by either;ADT or F.E. Moran, Inc. as indicated on sheet E1.6 under National Account. The landlord shall provide the telephone lines necessary for the fire alarm system. 12. All contractors shall have health and retirement benefits available to ~rnployees working on a Walgreensjob. 13. Confirm architect! general contractor has submitted plans to the healt,h department for a permit. MEM Revised 4-21-2006 Fiscal 2006 Criteria July 2005 Page I of 17 STORE # t EXTERIOR - SITEWORK 14. 1115taIl18" concrete pavers on both sides of the pylon or monument sign at manual reader boards only. 15. Provide a minimum of two (2) 1" diameter PVC conduits to pylon signs to separate data cable and power circuits. Provide a 2'0" separation between power and data conduits and install a pull-stting for data cable to the LED reader board. 16. Installing two disconnects (one for each side of the LED readerboard) on the support pole at 5'-0" AFF. (W) 17. Install ground rod for a]1 Daktronics pylon and monument signs, which is installed by the electrical contractor. 18. Direct the sign installer to paint the pylon poles if chipped and grout the pylon base. (W) 19. Repair the gouges in the asphalt pavement at the following areas: 20. Rework the asphalt pavement to eliminate ponding at the following areas: 21. Replace any damaged city sidewalks even if the damage occurred before construction at the following locations. 22. Eliminate all unused curb cuts at the following locatlons: 23. Replace the broken or damaged curbs at the following locations: 24. Repaint pavement striping yellow using mechanical equipment with a 10.3 mil wet film and 6.0 mil dry film thickness. 25. Repaint pavement lettering to 24" in height and elongated. 26. Paint pavement markings to include; Arrows at entrances, drive thru, drive thru arrows, and stop bars. 27. Provide and install stop signs at parking the lot exits. 28. Install traffic directional signs on a 2"x 2" steel tube set in a 4" pipe bollard filled with concrete and paint yellow, per detail 11 co.o. 29. Install galvanized steel dowels at wheel stops not rebar. 30. 31. 32. 33. 34. 35. 36. 37. 38. Install sod; not seed. The sod shall be viable and not dormant. Replace sod at following locations: 39. Install additional mulch so it is at least 2" deep in planting beds at th~ following locations: MEM Rc\'i~cd 4-21-2006 Fiscal 2006 Criteria July 2005 Page 2 of 17 STORE # 40. Pull up sod and regrade with 4" of topsoil at the following locations: 41. Level sod and fill any pot holes at the following locations: 42. Stake trees at the following locations: 43. Replace dead trees and shrubs at the following locations: 44. 45. 46. 47. Ifrock is used as ground cover it must be less than !f2" in diameter. 48. Install weed cloth in all areas utilizing wood chips or similar material. 49. Provide and install hardwired rain sensor for irrigation system. 50. Install the irrigation system with a separate municipally monitored water meter. 51. Install the irrigation controls in the building. 52. Install enclosure over backflow valve. 53. Change the landscape irrigation piping to PYC schedule 40. 54. The sprinkler head and irrigation control valve boxes shall be set down so they will not damaged by lawn mowers. 55. Provide free standing mailbox when required by the Post Office. 56. Clean out catch basins, inlets, and open lid manholes and stabilize storm grates. 57. Replace all concrete with saw-cut control joints. 58. Hold down expansion joint or cut back expansion joints and install self-leveling caulk. 59. Sewer clean out covers shall be bronze and are to be installed flush with adjacent surface and securely fastened. 60. Furnish and install War W- I fayade accent lights on canopies or light poles as specified. (Not Allowed by City) 61. Properly a1m the W or W -1 facade accent lights at script sign on the building. 62. Properly orientate site lighting reflector according to the site electrical plans. 63. Rub out faces of I1ght pole bases to cover voids and remove form marks. 64. Rework or relocate light poles so they are a minimum of 10' from the power lines. 65. Adjust light poles so they are plumb. 66. Crown top of light pole bases so they shed water. 67. Touch up any paint scratches on the light poles and base covers. 68. Install covers on top of the light poles. 69. Electrical service to the building shall bc installed underground. All other power hnes shall be rerouted around the site. 70. Remove all temporary power and telephone hnes and poles. 71. Install handicap signs on 2" x 12" steel tube painted white and tilled with concrete per detail 4 CO.l. 72. Rework the handicap ramps so they have a maximum slope of 1: 12 (8.3%) and the side flares have a maximum slope of 1: I 0 (10%) "(I: 12 (8.3%) in Florida)" at the following locations: 73. Provide detectable warning surface on all ramps, contrasting in color with adjoining surface. 74. Rework handicap parking stalls to provide no greater than a 2% slope in any direction at the following locations: MEM Revised 4-2 I -2006 Fiscal 2006 Criteria July 2005 Page 3 of 17 STORE # 75. Rework the accessible route to have a maximum cross slope of I :50 (2%) and a maximum running slope of I :20 (5%) without being treated as a ramp at the following locations: 76. Provide & install detectable warning surfaces at the end of the city sidewalks at the drive entrances. 77. Clean parking Jot prior to store opening. 78. 79. 80. 81. 82. EXTERIOR BUILDING ELEV A nONS 83. Clean all storefront metal and glass on the inside and outside. 84. Clean sidewalks adjacent to the building. 85. Clean brick or split face block. 86. Change knox box, fire alarm panels, pull stations, etc. are recessed type. 8? Install control joints in manufactured limestone per manufacture recommendations. 88. Provide ]" deep rake joint. Apply backer rod and sealant for a weakened plane betwccn the brick and the base material. 89. Fill all (lir gaps in storefront framing and lnstall gaskets properly to seal storefront framing connections. 90. Caulk around storefront framlng to adjacent surface. 91. Repair EIFS as required. 92. Rework brick or block to cover exposed foundation walls. 93. Install a larger threshold to cover thc joint bctween the slab and sidewalk. 94. Install insulated glass in the bulkhead windows and storefront. The only ]~" glass allowed is in the door leaves. All other glass is }" insulated. All storefront glass is to be tinted. The amount of tinting including transom glass tinting requirements should be carefully checked. 95. Provide a power out emergency override device for security grill or storm shutter at the entrance. 96. Install snow/ice cleats on exterior canopics. 97. 98. 99. 100. 10!. 102. 103. 104. 105. 106. 107. 108. 109. 110. MEM Revised 4-2 I -2006 Fiscal 2006 Criteria July 2005 Page 4 of 17 STORE # EXTERIOR DRIVE THRU III.Provide & install traffic stop sign, striping, and stop bars. 112.Install all the bollards and delineation posts shown on the drive-thru detail plan. Bolt posts to concrete not glued. I 13.Caulk around the interior and exterior of the drive~thru window I 14.Properly align recessed lights under exterior canopy so they arc 900 to the building. Adjust gasket seals around lights at drive thru ceiling. llS.Repair over cut around soffit lights. 116.Caulk expansion joint at island and along curb at drive thru window. 117.105tall canopy clearance sign and double drive thru sign. (W) 118.Install cap on the pipe that holds the drive thru sensor. 119.Install y," thick bent steel plate (to protcct downspouts) bolted to masonry. ]20. 121. 122. 123. ]24. 125. EXTERIOR RECEIVING ] 26.Seal all the wall penetrations (pipes, conduits, etc.). ] 27.105tall rain shields over the exterior service doors, receiving door, and compactor chutes. 128. Rework threshold at the receiving door to provide proper drainage. I 29.lnstall horsehair brush at receiving door header. 130.lnstall a commercial grade doorbell at the receiving door with bell in stockroom and chime over number one checkout. 131.1nstall heavy duty locking hardware on the dumpster gates that is through bolted to gate frame. 132.Fill enclosure posts with concrete. 133.1nstall non-removable cane bolts on all exterior gates. 134.Drill holes in pavement for cane bolts on gates in open and closed position. 135.Removc construction materials and debris from site. 136.Seal all wood fences and dumpster enclosures with the specified clear sealer. 137.Change the site fence posts to galvanized steel posts set in concrete. 138.Changc the gutters, downspouts, flashing and coping so they are prefinished, not field painted. 139.1nstall Ys''' thick bent steel plate (to protect downspouts) bolted to masonry. 140.Provide a clean transition between the downspouts and storm sewer leaders to include a clean out with color to match down spout. 141.Changc gate hinges to Haleo # 15607 clamp and bolt type. Two required per gates for gates under 4' three for over 4'. I 42.Attach wood pickets to fence with galvanized screws. 143. 144. 145. 146. ]47. 148. 149. MEM Revised 4-2 1-2006 Fiscal 2006 Criteria July 2005 Page 5 of 17 STORE # GENERAL SALES ISO.Provide & install chime over # I checkout. ISt.Caulk all four sides of the storefront window frames. 152.Adjust door sweeps at front entrance doors as required. 153.Provide and install CCTV monitor support pipe at the front checkouts. 154.Relocatc the HV AC supply diffuser so they are not adjacent to the light fixtures in sales area ceiling. 155.Change the HV AC diffusers in office, employee room, and pharmacy to units that have opposed blade dampers and air pattern deflectors. 156.Change duct damper to a through rod pivot with a locking mechanism on any duct over 12". 157.Relocatc HVAC thermostat sensors to the rear surface of the columns and label, so they are not visible from the front of store. 158.Reroute the low voltage wires inside the sales area columns. Do not install exposed conduit. Change sensor wire to 18 gauge shielded. I 59.1nstall a thennostat sensor for the entrance heater by the main checkout area. 160.Remove the internal insulation or duct board from transfer ducts, supply and exhaust ducts, and plenum drops. Install 2" foil faced external insulation over galvanized sheet metal HV AC ducts. 161.lnsulate the back of the diffusers. I 62.Change the diffuser to the specified aluminum units. 163.1nstall a hard 90-degree elbow wnere the flex duct is used to bend a comer. Flex duct is not allowed to turn a 90- degree comer. 164. Seal all joints in the ductwork. 165.Paint the return air ducts black, which are visible from tne sales floor. 166.1nstall two No. 12 gauge wire hangers attached at diagonal comers on each light fixture in all acoustical ceilings. 167. 168. 169. 170. 171. 172. 173. 174. 175. 176. I 77.Caulk top and bottom of stainless steel column wraps. Stainless steel column wraps are to have no horizontal joints. 178.Sand and repaint sales area columns. I 79.Re-level ceiling grid so that lights are not tilted and sit flat in grid. 180.Replace any damaged ceiling tiles and leave two (2) bundles of ceiling tiles in the store. l81.Replace bumps, burnished, and damaged or defonned floor tile and leave two (2) cases of floor tile in the store. 1 82.1nstall tne vinyl floor tile in an alternating pattern. 183.Rcpair floor slab at columns and replace floor tile. I 84.Confinn that the proper floor waxing contractor was used per Johnson Diversey 800-535-1765 X2993 185.1nstall reducer strips at alllloor vinyl to concrete thresnolds (stockroom doors off general sales area, cooler, and electrical room). 186.ln5tall drywall control joints a maximum 32' on center on all walls including in the stockroom. Cut in a control joint at each end of the bottom surface of the photo area soffit (6" long). Install control joint at both scams of photo soffit. Install control joints at left and right side above all outside windows. I 87.lnslall slip track al wall framing. I 88.1nslall fully concealed sprinkler heads in all drywall ceilings. MEM Revised 4-21-2006 Fiscal 2006 Criteria July 2005 Page 6 of 17 STORE # I 89.Install flattened steel expanded mesh Yt" X 16 GA. minimum behind gypsum wallboard where demising walls arc security type. 190.Paint all wood doors on all six sides. All metal frames shall be welded. 191.lnstall protection plates with "wrap around door edgcs"on doors in: passage #1, passage #2, and stockroom. 192.Install "H" dividers between the security mirrors. Mirrors arc to be glued to wall (see detail A4.1) 193.1nstall extruded polystyrene or fiberglass batt insulation and drywall up to roof deck on exterior walls. 194. Tape all drywall Joints. 195.Realign H hght fixtures at canopy shelf on wall shelving so they are parallel to wall. 196.Complete wall vinyl in the following locations: I 97.1nstall vinyl base at checkouts and cosmetic bullpen, cosmetic gondolas, walk-in cooler and all wood based fixtures etc. 198. 199. 200. 201. 202. 203. 204. 205. 206. 207. I HOUR PHOTO 208.Provide & install mixing valve and set to 800. 209.Provide and install hose bib with testable RPZ valve for silver recovery unit. 21O.Change the waste piping for the photo sink to PYC with a 1/2"tce at 15" A.F.F. maximum. 211.Anchor sink to wall. 212.Provide and install specified eye wash system. 213. 214. 215. 216. 217. 218. PASSAGE #2 219.Install funnel at cooler drain. 220. 221. 222. 223. 224. MEM Revised 4~21-2006 Fiscal 2006 Crlteri:l July 2005 Page 7 of 17 STORE # MEM Revised 4-2],2006 Fiscal 2006 Criteria July 2005 Page 8 of 17 STORE # WALK-IN COOLER/FREEZER 225.1ostall seal tite conduit for freezer electrical runs. 226.Seal the electrical penetrations through the cooler and freezer walls. This includes sealing inside the conduits and electrical boxes. 227.Confirm the freezer alann sensor is run into the freezer and the unit is functloning properly. (W) 228.1051al1 the drain line heater on the walk-in freezer condensate drain per the E4.5 wiring diagrams. (Hard Wired) 229.Seal all the exposed concrete floors including the walk-in cooler's floor and the electrical room floor. 230.105tall Tyeo DS.C concealed dry pendent sprinkler head with Tyeo DSB dry sprinkler boot kit at cooler/freezer. 231.105tall vinyl reducer strip at cooler entry door. 232. 233. 234. 235. 236. STOCKROOM 237.As required in specifications use either Benjamin Moore or Pittsburgh Paints. 238.Seal all the exposed concrete floors including the walk-in cooler's floor and the electrical room floor. 239.Move water, gas and sprinkler lines up to or into the bar joist, so they do not conflict with the merchandise stored in the stockroom. 240.Relocate the stockroom lights to a minimum of 14'-0" AFF and centered on the aisles. 241.1nstall the receiving door manual chain and cover on the opposite side of the nest-a-flex conveyor (D I, note 28). 242.lnstall two heavy-duty slide bolts on the roll-up receiving door, which fully engage the side rails. 243.Install vinyl base in the stockroom. 244. [o'tall a doorstop. 245.lnstall peepholes; door sweeps, thresholds, weather-stripping and security bars at the service doors. 246.Relocate the HV AC controls, emergency lights, speakers or wall switches to an area where the wall shelving will not be installed. 247.lnsta1] the emergency lights on the bar joist not on the wal!, so they do not conflict with the shelving or merchandise. 248. Repair or adjust panic hardware on exit doors. 249.Provide & install sensor on exterior of building for the receiving door air curtain. 250.lnstall finger switch for air curtain. 251. 252. 253. 254. 255. 256. 257. 258. 259. 260. 261. 262. 263. MEM Revised 4-21-2006 Fisca12006 Criteria July 2005 Page 9 of]7 STORE # PHARMACY 264.105tall dead bolt locks on both pharmacy doors with a key operated lock at door D. 265.105tall cover on pull box behind tech cabinet for Cat 5 cable with bushing hole for wire and J-molding around drywall edge. 266.Providc trim qround the Bavis Transtrax at the ceiling. 267.105tall a 4" chase behind the drywall at the jamb ofdrive-thru window for low voltage electrical. 268.Complete the installation oftne drive-fhru window countcrtop with back splashes. 269.Scal the masonry opening above the drive thru window around tube for "Diebold" system. 270. Provide & install air lock housing and seal masonry opening for "Bavis" track system. 271.Caulk around the drive thru window and counter top. 272.The electrician is to install the drive-thru sensor, controls and chime in working order. The sensor shall not ring when a car drives in the pass~by lane. Mount the chime on the wall above the drive-thru window not in the cabinet. 273.Install doorstop at both doors. 274.lnstal] opposed blade damper and air pattern deflector at diffuser. 275.Properly wire conveyor disconnects switches. 276. Install the wall vinyl on the vertical soffit reveal in the waiting room. 277. Provide & install TVSS outlets at communications cabinet. 278. 279. 280. 281. 282. 283. 284. 285. TRAINING / MULTIPURPOSE ROOM 286.Rough in future sink location. 287.Install blank cover on open J-boxes. 288.Install doorstops. 289.Label CR circuits with p-touch label. 290. 291. 292. PASSAGE #3 / PORTERS CLOSET 293.Rework drain cover so it is even with the floor tile. 294.lnstall floor drain. 295.lnstalllight in porters' closet with wall switch. 296.lnsta11 2 shelves in the porters' closet. 297 .Provide & instal] wall vinyl as required in passage. 298. Provide & install stainless steel toe kick at porters inside of closet door. 299.Provide & install comer guards at all outside corners. 300.Repair drywall ceiling; Sand and repaint gypboard as required. 301.Change sprinkler head to a concealed unit. 302. MEM Revised 4-2] -2006 Fiscal 2006 Criteria July 2005 Page 10 of 17 STORE # 303. 304. 305. MENS WASHROOM 306Jnstall Braille handicap signagc on wall adjacent to door. 307.Undcrcut door \". 308.Remove threshold & replace with ceramic bullnose tile per detaill 1/A4.5. 309.Provide and install protective covering over the lavatory drain and supply lines per ADA requirements. 310.l05tall the stainless steel trash receptacle in the restroom. 311.1ostall the ceramic base with the FRP resting on top of the base. Do not install the ceramic base over the FRP! 312.Caulk the joint at the top and bottom ofthc FRP. 313.Install toilets securely to floor and caulk base of toilets and sink at wall. 314.1nstalllockable tank covers at water closets. 315.Stabilize partition at urinal. 316.Stabilize flush valve at urinal and water closets. 317.1nstall handicap compliant grab bars. 318.Repair holidays in the joint compound in the ceiling and repaint. 319.lnstall head rail on restroom partitions. 320.Flush handle to be on accessible side of handicap water closet. 321.Adjust floor drain to be flush with floor tile and assure it is lowest point in room. 322.lnstall pull handle on handicap stall door. 323. 324. 325. 326. WOMENS WASHROOM 327.lnstall Braille handicap signage on wall adjacent to door. 328.Undcrcut door I". 329.Remove threshold & replace with ceramic bullnose tile per detail II/A4.5. 330.Providc and install protective covering over the lavatory drain and supply lines per ADA requirements. 331.lnstall the stainless steel trash receptacle in the restroom. 332.1nstall the ceramic base with the FRP resting on top of the base. Do not install the ceramic base over the FRP! 333.Caulk the joint at the top and bottom of the FRP. 334.lnstall toilets securely to floor and caulk base of toilets and sink at wall. 335.lnstall handicap compliant grab bars. 336.Stabilize flush valve at urinal and water closets. 337.Rcpaint access panel in ceiling. 338.Repair holidays in the joint compound in the ceiling and repaint 339.1nstall head rail on restroom partitions. 340.Flush handle to be on accessible side of handicap water closet. 341.Adjust floor drain to be flush with floor tile and assure it is lowest point in room. 342.Install pull handle on handicap stall door. 343. 344. MEM Revised 4-21-2006 Fiscal 2006 Criteria July 2005 Page] I of 17 STORE # 345. 346. 347. 348. OFFICE 349.lostall TVSS outlet at security cabinet. 350.Label thermostats for their location (i.e.SW section of sales including photo and office) not just EH~ 1, RTU-I, etc. 35I.Install opposed blade damper and air pattern deflector at diffuser. 352.Tenninate the coaxial cable (RG59U- Belden 543945) with crimp on BNC connector (#279000) and the single pair wire (#18 A WG, Type CL3- Belden5300UE) with a #4 spade lugs (#28-5979) for the security cameras at both ends. Label cable at both ends. Connectors can be obtained from Marteo 800-233-7769 353.Provide laminated map of security cable location inside the tech cabinet secured to door. 354.Run security coaxial cable and #18 wire through side partition wall between passage #1 and office into side of tech cabinet. 355. 356. 357. 358. 359. 360. 361. PASSAGE #1 362.1nstal1 comer guards at all outside comers. 363.lnstall a doorstop. 364.ln5tall weather stripping around exit door. 365.Repair or adjust panic hardware on exit doors. 366.lnstal] I "diameter rungs that are knurled or dimpled treated rungs on the roof ladder and maintain 30" clearance from obstructions. (Move to Utility or Stockroom) 367.lnstallladder up safety device to the right side of the ladder. (Move to Utility or Stockroom) 368.Paint sprinkler riser red to first elbow. (Move to Utility or Stockroom) 369.1nstall hydraulic test results on metal plate hung on sprinkler riser with chain. (Move to Utility or Stockroom) 370.lnstall sprinkler drawing holder and install sprinkler drawing in holder. (Move to Utility or Stockroom) 37l.lnstalllandscape irrigation system on a separate municipally monitored water meter. (Move to Utihty or Stockroom) 372.lnsta11 a spare sprinkler heads cabinet with ]2 heads, one 24" Viking brand dry pendent, escutcheons, and a head wrench. (Move to Utility or Stockroom) 373.Run the irrigation system through an entire cycle and check the coverage and function of the sprinkler heads. (Move to Utility or Stockroom) 374.1nstal1 a typed directory and zone map at the irrigation controls listing the zones and times of operation. Landscape sprinkler map shall be installed in a heavy-duty plastic jacket that is screwed to the wall. (Move to Utility or Stockroom) 375. 376. 377. 378. MEM Revised 4-21-2006 Fiscal 2006 Criteria July 2005 Page 12 of 17 STORE # 379. 380. 381. 382. 383. 384. 385. ELECTRICAL I UTILITY 386.Label outlet faceplates indicating "Panel LP-CR" and "circuit No." using P-touch labeling machine for all Lp.CR outlets. 387.ln5tall engraved plastic labels on all the electrical panels. 388.Instal] 25 pair phone cable wire and seal the conduit at the telephone cable entrance. 389.0nly install cash registers, computers, satclllte equipment, telephones fire alarm panel, and Baker Cell pill counter circuits in the LP-CR panel. 390.lnstall "lock-on" hardware on all critical circuits including emergency lights, cooler/freezer, Rx refrigerator, alarms, timers, night-lights, LED readcrboard and all the circuits in LP-CR panel). 391.Provide an accurate, typed schedule for each electrical panel (i.e. Photo plugmold not plugmold or cosmetic receptacle not receptacle). 392. Provide on the outside face of the fire alarm panel an accurate, typed schedule which will include: 393.Name and Phone number of the Installing Contractor. 394.Name and Phone number oftlte Monitoring Company. 395.The non-emergency phone number of the local fire department. 396.Access code on the inside of the panel. 397.Change conduit to rigid above floor slab. 398.Assure that the electrical service has a redundant ground (see drawing E2.1 Detail 5). 399.Providejumper at water meter if water supply line is used as a ground. 400.Cadweld ground wire to building steel and ground rod. 401.lnstal1 ivory switches and outlets with two revolutions of electrical tape (Hubbell, Pass and Seymour, Leviton or General Electric only). 402.The transient voltage surge suppressor receptacles shall be Pass and Seymour only and ivory in color only (no substitution). 403.lnstall ivory high impact nylon cover plates. 404.Exposed wires not in conduit need to be tic-wrapped neatly. 405.Fax as built panel directories of LP-SP and LP-I to help center at 847-788-4125 406. Provide confirming email from Walgreens DTR and phone the Help Center at 847-788-4958 that the Lighting Control System is operational. 407.1nstall a doorstop. 408.Clean inside and outside of electrical panels. 409.Clean construction debris from electric room. 410.1nstall PYC tube above electrical room doorway to hold plans. (W) 411.Complctc the independent electrical inspection punchlist. 412. 413. 414. 415. 416. MEM Revised 4-21-2006 Fiscal 2006 Criteria July 2()()5 Page 13 of 17 STORE # PLUMBING 417.Insulate the hot and cold water Jines, condensate drains and roof drain leaders with Armatlex closed cell insulation. 418.1nstal] all water supply lines above the slab. 419.Change vales to ball type. (This includes fixtures such as sink and toilets) 420. Change gas piping to black pipe, 421.Change any double fitting in sewer piping such as Y, l/2Y, combinations Y, 1/8 bends and T sanitary ETC. 422.ln5ta11 trap primers in the walls with access panel when required by code. 423.Ifincoming pressure exceeds 60 psi, install a pressure-reducing valve on the main domestic service line set for 50 psi. 424.Adjust all cleanouts and floor drains to be flush with surrounding floor at the following locations: EMPLOYEE ROOM 425.1n5tal] a switched GFI duplex receptacle with a pilot light above the countertop. 426.1nstal1 opposed blade damper and air pattern deflector at diffuser. 427.1nsulate the lavatory drain and supply lines per ADA requirements. 428.1nstalllaminated board at front of sink on underside of counter to cover sink basin. 429.Caulk backsplash to counter and to the wall. 430.lnstall a doorstop. 431.1nstal1 paper towel dispenser. 432. 433. 434. 435. 436. ROOF 437.Insure the scupper opening is lower than the completed roof elevation. Standing water at the scupper openings or anywhere else on this roofwil] not be acceptable. 438.For Modjfied Bitumen and Built-up roof systems provide and install a metal counter flashing above the wall base flashing (12 inches - 24 inches above the completed roof). Thc wall above the counter flashing shall be covered with a fully adhered EPDM membrane, which shall wrap up and over the top of the wall extending to the outside face of the wall enough to cover the wood nailer. 439.The coping cap, portal caps, power vents, chiller rail cap, chiller portal hoods, and all counter flashing details shall be secured using neoprene washer screws. 440.At the high side of all roof curbs, tapered roof insulation is required to direct water around the curb. The taper shall have a slope of /S" minimum. 441.AII asphalt bleed-out at the side laps on the field of the roof shall have roofing granules embedded into the hot asphalt. 442.Al1 RTU units must nave the top of the curb flasning covered witn a metal counter f1asning detail prior to the installation of the unit. 443.The roof hatch base flashing must be terminated with a meta] counter flashing or foam backer rod. 444.Any penetration through a roof curb base flashing or wall flashing is not acceptable. 445.All soil stacks, flu stacks, and any pipe penetration shall be flashed in on top of the completed roofing membrane assembly. 446.For EPDM roofing membrane assemblies, the seam tape at the field side laps shall not exceed ~". Seam tape exposure in excess of%" must be covered with an EPDM cover strip. 447. Where the coping cap terminates into a wall, the coping end shall be terminated under a metal counter flashing detail. Caulk is not acceptable. 448. The tower access door must be a minimum of 8 inches from the completed roof height. 449. MEM Revised 4-21-2006 Fiscal 2006 Criteria July 2005 Page 14 of 17 STORE # 450. 451. 452. 453. 454. 455. 456. All roof curbs must be a minimum of 8 inches higher than the completed roof elevation. 457 .The top of all penetration boots must be terminated with a metal draw band and scaled with caulk. 458.At all roof curb comers, the flashing shall be terminated with a transition flashing or covered with a three course of roofing cement and fabric reinforcement. All exposed roofing cement shall be covered with roofing granules or aluminum coated. 459.Site lighting shall be mounted below roof line or onto the building with through bolts above the counter flashing detail 12" - 24" above the completed roof. Mounted below roof line is preferred. 460.Install a frost proof hose bib on the roof through a proper curb. 461.1 f smoke detectors are monitored by the fire alarm system they must be powered by the fire alarm panel. 462.Label disconnects on all rooftop units (RTUI, RTU 2, etc.) At RTU 1,2,3,4,5, and 6 463.1nstall rubber grommets at gas lines & electrical knockouts where the supply lines enter the HY AC units. At RTU 1,2, 3,4,5, and 6. Do not cut gromments! 464.1nsta11 the natural gas lines inside the building until reaching the HY AC units. At RTU 1,2,3,4,5, and 6 465.1nstall the HY AC gas lines inside the curbs and through the manufacturer hub inside the unit. The gas lines shall exit the unit through the access door per manufacture detail. RTU 1, 2, 3, 4, 5, and 6 466.Reloeate HV AC units so drains for the compressor units are past the edge of the curb. At RTU 1,2,3,4,5, and 6. 467.Install external gas shut off valves and rework the gas lines that interfere with the removal of any access panels. 468.Install disconnects at all the rooftop units including the cooler and freezer condensers. All the disconnects shall be weatherproof with intcrlocking covers that prevent opening the door when in the "on" position. The disconnccts shall not cover over the unit labeling. 469.Install the HV AC condensate drains with the CostGard device. 470.Properly support the CostGard condensate lines. At RTU 1,2,3,4,5, and 6 471.Move plumbing vents that are within 15' ofHY AC units air intake. 472.Run condensate piping a minlmum of 8" beyond roof curb and discharge in the direction of the roof pitch. 473.1nstal] dirt leg on all gas piping at each piece of equipment. 474.AlI the outlets on the roof shall be GFCI receptacles with "rain tight while in use". 475.1nstall concrete splash blocks at all condensate lines and down spouts and lnsure that roof pad is placed under each. 476.Pack fiberglass batt type insulation around condult and refrigeration piping the full height ofroof curbs including hose bib and satellite mast. 477.Install 2" of insulation on the refrigeration piping with adhesive. Do not use duct tape to secure refrigeration insulation. Install PYC insulation protective finish. (W) 478.Properly support electrical piping/seal tight at WG4 unit. 479.Propcrly support refrigeration piping at WG4 unit. 480.1nstall walk pads on the roof around all rooftop equipment including WG4 unit & roof hatch. 48] .Install roof vents as required. 482.Paint the roof hatch, ladder, gas pipes and satellite mast. 483.Coping shall pitch towards roof. 484.Copingjoints shall comply with criteria, S.M.A.C.N.A. joint types J5 -]]2 based upon coping size. 485.Provide & install continuous ridge vent at drive-thru standing seam roof. 486.Provide & install rain collars at flues. 487.Remove construction debris from roof. 488.Complete RRK's punchlis!. 489. MEM Revised 4-2 I -2006 Fiscal 2006 Criteria July 2005 Page 15 of 17 STORE # 490. 491. 492. 493. 494. 495. 496. GLASS TOWER 497.1nstal] Ladder. 49S.lnstalllockmg and pull nardwarc. 499.Paint floor in front area of tower. 500.lnstall security mesh and insulation at back wall and floor of tower. 501.1n5tall floor and ceiling 4" screen vents. S02.Paint walls and access panel. 503. 504. 505. 506. 507. GENERAL NOTES 50S.AII walls snail nave drywall on botn sides to tne roof deck except the plumbing chase wall and tne Pharmacy waiting wing wall. 509.Provide one-way glass for vision panels at all doors that arc off the sales area and public corridors except door D. 51O.Adjust all interior door closers. Note the following locations: 511.1n5tall doorstops at all interior doors. Note the following locations: 512.Repair all internal and external door locks so they work properly. 513.InstaII lockable access panels. 514.1n5tall corner guards at the following locations: 515.1n5ta11 rubber door silencers and door stops throughout. 516.Install blank cover on all open electrical boxes. 517.Clean reflectors in ceiling lights. 518.Clean lenses in all hghts. 519.Clean all window and mirrors on the inside and out by the day of possession 520.Replace damaged light and lens in the following locations: 521. 522. MEM Revised 4-21-2006 Fiscal 2006 Criteria July 2005 Page 16 of] 7 STORE # POST CONSTRUCTION REQUIREMENTS 523.Changc the HV AC air filters after construction Uust prlor to store opening). 524. Provide a permanent Certificate of Occupancy, or Use and Occupancy. 52S.Provide a 2-year pavement guarantee on materials and workmanship. 526.Provide a 15 - year NDL manufactures roof warranty. 527.Provide 5 - year installers roof warranty. 528.Provide 20 - year manufactures finish warranty on the standing seam roof. 529.Provide 5 - year installation warranty on the standing scam roof. 530.Providc 50 - year manufactures warranty on the concrete roofing tiles. 531.Provide 30 - year manufactures warranty on roof shingles. 532.Provide a list of subcontractors with a contact person, address and telephone number. 533.Provide a copy of the concrete floor flatness test to the Walgreen Superintendent within 7 days of the completion. 534.Providc 5- ycar termite control warranty that covers under slabs, sidewalks, driveways and landscaping adjacent to building. 535.Provide a HV AC Certified Test & Balance report. 536.Provide a copy of the floor moisture and alkalinity test results to the Walgreen Superintendent prior to the installation of the VeT flooring. 537.Provide a thermal scan ofCMU wall system when foamed in place insulation is used. 538.Provide a written certification from the ArchitectJEngineer-Of-Record that the required quality control testing services, indicated in Section 01400 Quality Control Testing, have been performed and that all results indicate compliance with specified requirements. 539.The developers independent Engineer shall survey showing point elevations and grade percentages at all ADA ramps, parking stalls, and accesslble routes. The Architect/Civll Engineer of record shall provide a letter certifYlng that the improvements meet all ADA requirements. 540. Provide a written certification for the retaining wall system from the Engineer of Record for the following: . The required quality control testing has been completed and conform to the design requirements. . The site work improvements have been constructed in accordance to the design of the retaining wall system. 541.Provide written and photo evidence of completion ofRRK punchlist to RRK and copy Walgrcens on the correspondence. 542.Provide written and photo evidence of completion of Melinks punchlist to Melink and copy Walgreens on the correspondence. 543.Installcr and supplier warranty on lift station. 544.Installer and supplier warranty on irrigation well pumps. 545.Provide two cases each of floor and ceiling tile for store use, after replacing all damaged. 546.Jnspection reports for HV AC, Electrical, Roof, Plumbing, and Landscaping will be forthcoming. MEM Revised 4-21-2()(}6 Fiscal 2006 Criteria July 2005 Page 17 of 17 L(12/1/2001'>) 1;renia Funsto~ RE: Walgreens PA #11215: RFI 0003 updated: FW: port angeles, revisded planting and irri@!igleJ11 ,s From: To: Date; Subject: and irrigation "Scott Grainger" <Scott@segrainger.com> "'Chris C. Lang'" <ccl@fishersons.com>, "'Akemi Sekaida (Terraforma Desi... 5/17/20079:21 AM RE: Walgreens PA #11215: RFI 0003 updated: FW: port angeles, revisded planting all, please show these CO's as "survey corrections" or you will not get paid..... S.E. Grainger Development Group, LLC 845 106th Ave NE Suite 100 Bellevue, WA 98004 (206)275-2800 (425)451-2025 fax -----Original Message----- From: Chris C. Lang [mailto:ccl@fishersons.com] Sent: Thursday, May 17, 2007 9:08 AM To: Akemi Sekaida (Terraforma Design Group, Inc.); Allan Goff (Bestscape Management, Inc.); Andrew Novikoff (Kleinfelder); Andy Jarvis (Foster Bray, Inc.); Arnie Haugen (G & S Heating & Cooling, Inc.); Brad Lymangrover (Zenovic & Associates, Inc.); Bryan Gray (Summit Professional Engineers, LLC); Bryan Shira (Performance Steel Fabricators); Christie Tucker (Straits Electric); Corey Peterson (Energy Control); Daniel Hite (Harvard Steel); Dave Church (Lakeside Industries); Dave Thompson (CRG); Doug Felton (The Plumbing Connection); Gayle Rathbun (Fire Chief Equipment); Jeff Konopaski (Jordan Excavating); Jim lierly (City of Port Angeles); Keith Kuhl (Keith Kuhl Masonry); Lee French (DCI Engineers); Luis Martinez (North Pacific Drywall Systems, Inc.); Mark Doty (Knight Fire Protection, Inc.); Marla Newman (Mil Fixture Group); Matthew Thomas (DC I Engineers); Murray Langille (Cruncher Construction, Inc.); Patty Weir (S.E.1. Northwest); Regina Love (Horton Automatics); Roland Ordana (Primo Construction, Inc.); Scott Fawson (Walgreens); Scott Grainger (SE Grainger Development Co.); Shane Mercier (Nystrom Olson Collins); Stefani Christian (Rainbow Federal, Inc.); Steve Allred (Fisher & Sons, Inc.); Terry Bell (B & B Paint Co., Inc.); Tim Boober (Cascade Door & Hardware, Inc.); Todd Peterson (CRG); Tom Foley (C & F Insulation); Tony McClellan (Overhead Door Co.); Tony Ogden (Underfeet, Inc.); Trenia Funston (City of Port Angeles); Troy "Bud" Smith (Trojan Wall Products); Ward Dunscomb (Glass Services Company) Subject: Walgreens PA #11215: RFI 0003 updated: FW: port angeles, revisded planting and irrigation Project Team: 1Ll12/1/200ll) Trenia Funston - RE: Walgreens PA #11215: RFI 0003 updated: FW: port angeles, revisded planting and irrigaligel2 ~ ~~~~~-=-"'- ~ "'" '..,'-. ..,.---=~..-- ,#' Attached are the revised Landscaping and Irrigation plans in response to RFI 0003 for your use, file and/or action. Please update your plan sets accordingly. These drawings will be posted to our BXWA website under RFI 0003 for your use as well. Please let me know if you have any questions. Thanks, Chris Lang I Project Manager 625 Fisher Lane, Burlington WA 98233 * 360.757.56801* 360.757.40051*360.391.0954 * ccl@fishersons.com 1* www-fishersons.com <http://www-fishersons.com/> From: akemi@terraformadesigngroup.com [mailto:akemi@terraformadesigngroup.com] Sent: Thursday, May 17, 2007 7:50 AM To: todd@crgrealty.com Cc: Chris C. Lang; mercier@nocarch.com Subject: port angeles, revisded planting and irrigation Hi, These are the updated landscape sheets. I sent the planting to the city yesterday. Thanks- Akemi Sakaida, LA Terraforma Design Group, Inc. 5212 37th Avenue SW Seattle, WA 98126 i<12/1/2008tlrenia ~Ullston - RE: W~greens PA Jl1121._5: RFI 0003 updat"d: FW: port angeles, revisded planting and irrigatiJpm 31 . Phone: 206-923-0590 Fax: 206-923-3507 I \VI"-"-I"-'-''-'' I ,......., ".... . ..... ,..."......,. .. ....'::;1. .......... '..... . . '" . .~,...... '..............:;, .. ~~ - ~...........". . ....J....~. ........................... . ....:;,... 'I From: To: Date: Subject: Attachments: "Chris C. Lang" <ccl@fishersons.com> "Akemi Sekaida (Terraforma Design Group, Inc.)" <office@terraformadesign... 5/22/20074:48 PM Walgreens PA #11215: Meeting #06 & Current Project Schedule Meeting #06 05-22-07.pdf; REV.2 05.20.07.pdf Project Team: Attached are this week's Meeting Notes #06 and the current project schedule for your use, file or action. Thanks, Chris Lang 1 Project Manager 625 Fisher Lane, Burlington WA 98233 * 360.757.56801* 360.757.40051*360.391.0954 * ccl@fishersons.com 1* www.fishersons.com <http://www.fishersons.com/> ".~~ ,,~ ",--- if '&ill . ~- "iiCW? CITY OF PORT ANGELES PUBLIC WORKS - UTILITIES DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 7-54B Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER; Application type description Subdivision Name Property Use Property Zoning . Application valuation 07-00000598 Date 738916 900 E FRONT ST R6-30-DQ-Q-O-QOOQ-OOOO- PUBLIC WORKS UTILITES 5/24/07 o qV1J ~ to>>-f 1f)a1~ r: J-7 rn.wJb UNKNOWN Owner Contractor CITY OF PORT ANGELES PO BOX 1150 PORT ANGELES WA 983620217 OWNER Pe rmi t Additional desc Permit pin number Permit Fee Issue Date Expiration Date PUBLIC WORKS COMM WATER SERV FIRE HYDRANT METER 102814 42.50 Flan Check Fee 5/24/07 Valuation 11/20/07 ;00 o Qty Unit Charge Per BASE FEE Extension 42.50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42.50 42.50 .00 .00 plan Check Total .00 .00 .00 .00 Grand Total 42.50 42.50 .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 compiied 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 peliormance of construction. . Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:\Policies\ 11 02.15R (1105] r!~;IIT~ ~...~ . "r-Eii '- -- .....i:ii" CITY OF PORT ANGELES PUBLIC WORKS . UTILITIES DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning . Application valuation 07-00000598 Date 738916 900 E FRONT ST R6-30-QQ-Q-Q-OOOQ-OOOQ- PUBLIC WORKS UTILITES 5/24/07 UNKNOWN o Owner Contractor ()Jo1~ CITY OF PORT ANGELES PO BOX 1150 PORT ANGELES WA 983620217 OWNER Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date PUBLIC WORKS COMM WATER SERV FIRE HYDRANT METER 102814 42.50 Plan Check Fee 5/24/07 Valuation 11/20/07 .00 o Qty Unit Charge Per BASE FEE Extension 42.50 Fee summary Charged Paid Credi ted Due ----------------- ~--------- -------~-- ---------- ---------- Permit Fee Total 42.50 42.50 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 42.50 42.50 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, ulilities, private and public improvements. This permit becomes null and void if work or construclion 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 Ihis application and know the same to be true and correct. Ail provisions of laws and ordinances governing this type of work will be compiied with whether specified herein or not. The granting of a permit does not presume to give authority to vioiate or cancel the provisions of any state or local law regulating constructio.n or the performance of construction. Signature of Owner (if owner is builder). Date Signature of Contractor or Authorized Agent Date T:\Policies\1102.1SR (1105] KNIGHT FIRE 05/01/2007 12: 17 35B452.8074 ._,,"IIUJ"t ~ I.....~]. ......l......J...............~.. · ...SI'EC. 31t. 180 I I iL> ....... r :--r ---1":L- -.-- - ... -::...... - ~ I.. ~ . t .... Q...... -------- -- . ------~~ ~~ ~ 1\ ....~\~ \ . ~ 1, . ~ ~ ,\ ~ --~~ . - ~ '"i ~N~ "0 t:'~~C1 ~~~~:i :f:;;Cl~::t D.om--lr:; ~~r;;~"e "\ 'ilY> ~::a i~ ~ ~ , ~'-O~. 8 - ::>:: -oc tn wtn ~~o :z ~ w 10 , ' , .... '., .~ 4 . 0 . . ~" , . ' :,4 .... ce-.. ~, 4 .... . . ... . , . ...- -.... L'J... q' . ' "....,~I ,,~ . .~-3 ..I .' ~. . . 'II.- lIS . " . .. . ,4 . , , .' .. ~ .Qj . " " -= .. PAGE 02 .., , ,,~~ I 1 ~ \ I L_ lti..~~_ I I I I ' I I $--- I I I - _ I -1--. I I I I I I I I I I I I I~ Ia: I~ IV) f~ 18 I II- . . . ~ I III I EX.FH II . II 1:!.~1 111 '1 Ii I I, " /1, ~' I u~ I ~:, u~ I llu I llaJ I ~: I I :1 I I I I ,I l ~ , J N. 0) ..= r-. ~ I I I ~~, "'cole . rG,. 'S/~ z O '" /-----'-----------:---- 6~~" ~ ~ ii 8:~r3~l ~;:ra';;~ -=~:@~! E:;;~B~ e,:j 0 0::: ~, .~ :q 2 ~ I:j"L .l.-,l. .... .,- -" .. _. .- -" ..... .. .... Q I .... .. ~ eN ,- ~ GI) 01 . ,- ~ . (11 :6 I H.Z-.~ X MOf..S , .." . E0 39\1d 3<lU .LH9IN~ W()OI:::I .. l:I3SRfl:::l3"DlNIl:fdS pL08~SP09E Ll:~1 L00~!10!90 ~ ". I ~I I I I I f I I I I I I I I I # I I I J -- - i6/6/2DD7) Trenia Furlston -~algr~ens P~ #11 ~15:~F~ OO~ 7_~Bspons<:.. From: To: Date: Subject: Attachments: Project Team: Page 1 "Chris C. Lang" <ccl@fishersons.com> "Akemi Sekaida (Terraforma Design Group, Inc.)" <office@terraformadesign... 6/6/2007 9:27 AM Walgreens PA #11215: RFI 0017 Response RFI 0016 - Ethernet Cabling Transmittal.pdf; RFI 0016 - Ethernet Cabling CI arification E1.3 dated 06.05.07.pdf Please see attached RFI 0017 response for your use, file and action. Thanks, Chris Lang I Project Manager 625 Fisher Lane, Burlington W A 98233 " 360.757.56801" 360.757.40051"360.391.0954 j 5/21 /~607) Zrenia~unston.:-W ~lgre,~~F'~ #11213. Me".tin~Mjn,lJ1es}t5ana3-~k Loo~~hea~~~:.e.cfule- . From: To: Date: Subject: Attachments: Project Team: "Chris C. Lang" <cci@fishersons_com> "Akemi Sekaida (Terraforma Design Group, Inc.)" <office@terraformadesign... 5/21/200712:11 PM Walgreens PA #11215: Meeting Minutes #5 and 3-wk Lookahead Schedule Meeting #05 05-15-07 3WK LA SCHD.pdf; Meeting #05 05-15-07.pdf Attached are the meeting notes from last week and an updated 3-wk lookahead schedule. For tomorrow's meeting, a representative from the following companies need to be in attendance for coordination: Straits Electric, The Plumbing Connection, Jordan Excavating & Keith Kuhl Masonry (via telephone). Thanks, Chris Lang I Project Manager 625 Fisher Lane, Burlington W A 98233 "360757.56801" 360.757.40051"360.391.0954 " ccl@fishersons.com I" www.fishersons.com <http://www.fishersons.com/> Page 2l 1(7/31/2007) Trenia Funston - RE: Walgreens PA #11215: Right of Way Use Permit From: Chris C. Lang rmailto:ccl(Qlfishersons.coml Sent: Monday, July 30, 20074:42 PM To: Todd Peterson Subject: Walgreens PA #11215: Right of Way Use Permit Todd, Attached is a Right of Way Use permit application that was dropped off to Steve at the jobsite. I have taken the liberty to fill out the portions pertaining to the work onsite. Please fill out the remainder of the form and return it to the City or to me to give to the city for processing. Thanks, Chris Lang I Project Manager 625 Fisher Lane, Burlington WA 98233 * 360.757.56BOI* 360.757.40051*360.391.0954 * ccl(a)fishersons,com 1* www.fishersons.com <htto://www.fishersons.com/> f'd <6-11-01 #/"G P..vvnWb ~ 01 -q,$ 2... /)J~~ ~5 N;::;';;FAPPLlCANT see, fOR.T.4Nloek~, lL<.., MAILING ADDRESS II <l-'" I cb"'Eo' ~e"<e IV€. -4 100 PHONE NUMBER 1-ob'\~\ 1,\-00 STREET ADDRESS OF PROPOSED STREET USE '43Z e;""", ~-r <;~"\ ( AU-e,) RIGHT OF WAY USE PERMIT DATE -, - / I - 07 , 7>...\\e."~e , ""~ 'lioc'1 DESCRIPTiON OF REQUEST (Include drawings required for clarity): [If strl!et closure is requested. please state the name of the slreet and limits of closure, together with the duration of closure.} ~~ ~~~o ~~'l'~:\;~r.:-~\~T1o>J f'Ch ~J2.... ~ "1"Y:\..f. '-rf) F3e tJ\V.:'fAt U"n. r;-~~ t.. ~ ~ 'P: IIJ . \~ l IS THE USE TEMPORARY OR PERMANENT'? -t&- ,.",..,.,.....~^"~~ HOW LONG WILL THE OBSTRUCTION BE IN PLACE? 2- vJ~ [2-, I-WIt- WTE'UlI\\.5 ") WHAT ARE THE HOURS OF OPERATION? :rAM - ....'P>v' HOW IT WILL BE LIGHTED? '0J/A EXPLAIN THE NECESSITY TO USE THE PUBLIC STREET, SIDEWALK OR PLANTING STRIP. ARE THERE ALTERNATE AREAS THAT CaUL BE USED? . ~ ,,.J 1<U- w"'", .. e.-C4.s, "'" 'l.- ow- ~; ~ ""J 1"11" e,-r. lilka,H;1Il11A'nt...! ~ 4!.- ~~U'~ ~,. . HOLD HARMLESS and INDEMNIFICATION AGREEMENT In compliance with the Port AngelEtti Municip:;;Il Coda, and In consldoration otthe issuance by Ihe City of Port Angeles of a Rlgnt Of W3y Use Pennil to the undersigned allowing the placemen ~ ve described 61r89t use or obstruction. the under.ugned for himself.!\!1 hit' WCC86$Ors in Interest, h~,""b grees tl~mnlfy, hold h;:lrrnless, and defend the City of Pan Anger", a{lal~", 1111~U11s for per:oonallnJury: t pro amage arislnQ out of. or In ony way connected With, lhe ~Iace~ iIf'ojhe (!)>J.N1on on tho City stt t, sidew k, antin s p, or tight a "^ t:I 1 ~... ^ \:1;:........";O...~ OA 0 Is ~ ~ ~'" ... ~\O. .". :t'l ~ r - . - - -~~.""o:Io.,,\~, r:.tA "'~;'" ~ ~ I ::::~.~..., ~."-"..~ : g/::)/!tj "0-.'" ~.,~~ App I -.)ea ~ I , ..... I ; : . ~ ! E ~:.. PUlIl.\t. f j , -::;. AA" ......... : ;'V' .... : '....~~ - ~ - - - - ~~ -'~-3't7l S. :'OiO VlotfJ, may be t~rmlnil'6d by' """ F W~ti \\\" "''''''Il''''''''\ Date applicatIon recel...e Fee paid $ ReceIpt # Date Certificate of Insurance pElr PAMC 11.12.140(8) received Agreement to Remove Encroachmen1 aignad and on N/A . and recorded on N/A- Application reviewed and recommendation by City Engineer is to deny or approve and with the following condlHons: Date Application approved or denied by the Director of Public Works Date Apprl\\'l"(lCOf)P.srf)'AI)plie8nIO ~j1ll0 Puli<;cO SlrlMllO 01""'_0 AOclflOufil.O N:\PWK.SIENGINEER\UrtllIn SIDr>dDl'd... ~od\:!OO6 Vl!rlIionlChl\ROW Ute PermildOl:. RUP# ~~~ q~ ~/o1 DJ\ 1(7/31/2007) Trenia Funston - RE: Walgreens PA #11215: Right of Way Use Permit Page 11 From: To: Date: Subject: "Chris C. Lang" <ccl@fishersons.com> "Todd Peterson" <Todd@crgrealty.com> 7/31/20072:23 PM RE: Walgreens PA #11215: Right of Way Use Permit cc: Todd, "Steve Allred" <sga@fishersons.com>, "Trenia Funston (City of Porl Angel... Trenia is the person at the City you should coordinate with for this permit. I don't know how much the City will charge you for the right of way use permit. Have you sent back to the City the easement document for the power? We are scheduled to install the transformer on the 8th, but the easement needs to be completed and returned to city prior to that. Thanks, Chris Lang 1 Project Manager 625 Fisher Lane, Burlington WA 98233 * 360.757.56801* 360.757.40051*360.391.0954 * ccl@fishersons.com 1* www.fishersons.com <http://www.fishersons.com/> From: Todd Peterson [mailto:Todd@crgrealty.com] Sent: Tuesday, July 31,20071 :24 PM To: Chris C. Lang Subject: RE: Walgreens PA #11215: Right of Way Use Permit who do I send it to and how much money????? From: Chris C. Lang [mailto:ccl@fishersons.com] Sent: Monday, July 30, 20074:42 PM To: Todd Peterson n7/31/2007) Trenia Funston - Walgreens, Fron(Street R.O.W. use permit From: To: Date: Subject: Attachments: Page 11 "Todd Peterson" <Todd@crgrealty.com> <!funston@cityofpa.us> 7/31/20073:28 PM Walgreens, Front Street R.O.W. use permit row use permit PA002.pdf Trenia, my contractor said that you were the person to sent the ROW permit to! Can you tell me how much the check needs to' be far and then I will send the originai and check. Thanks Todd Peterson SEG Port Angeles, LLC (@]J:20CJ:1.1 Tren~I~ton - Wa!]:f~!if.P~1T215 RFi '0018 Fire-~er, Ftlf 9,nd PIV-Locations Resp<2:nse From: To: Date: Subject: Attachments: Project Team: -~i] "Chris C. Lang" <ccl@fishersons.com> "Akemi Sekaida (Terraforma Design Group, Inc.)" <office@terraformadesign... 6/6/2007 9:39 AM Walgreens PA #11215: RFI 0018 Fire Riser, FDC and PIV Locations Response RFI 0018. Fire Riser, FDC and PIV Locations Sketch.pdf; RFI 0018. Fire Ri ser, FDC and PIV Locations Response.pdf Attached is RFI 0018 response for your use file and action. Chris Lang 1 Project Manager 625 Fisher Lane, Burlington WA 98233 * 360.757.56801* 360.757.40051*360.391.0954 * ccl@fishersons.com 1* www.fishersons.com <http://www.fishersons.com/> [(li~li?ool).::!!:~la -Funston - -RE~_W-a19iie:~~PA-#f'[215 Rightof~y~Q~~ t:~m;t . ; . From: To: Date: Subject: Robert Larson Chris Lang; Todd Peterson 7/31/20072:25 PM RE: Walgreens PA #11215: Right of Way Use Permit cc: Steve Allred; Trenia Funston The City is in receipt of the signed Right-of-way Easement, thank you. Bob Larson Electricai Engineering Specialist 360-417-4706 rlarson@cityofpa.us >>> "Chris C. Lang" <ccll!ilfishersons.com> 7/31/20072:11 PM >>> Todd, Trenia is the person at the City you should coordinate with for this permit I don't know how much the City will charge you for the right of way use permit. Have you sent back to the City the easement document for the power? We are scheduled to install the transformer on the Bth, but the easement needs to be completed and returned to city prior to that Thanks, Chris Lang I Project Manager 625 Fisher Lane, Burlington WA 9B233 * 360.757.56BO I * 360.757.40051 *360.391.0954 * ccl@lfishersons.com 1* www.fishersons.com <htto://www.fishersons.com/> From: Todd Peterson Imailto:Todd@lcrorealtv.coml Sent: Tuesday, July 31,20071:24 PM To: Chris C. Lang Subject: RE: Walgreens PA #11215: Right of Way Use Permit who do I send it to and how much money????? .. P~ge 11 l([728i29[~[Tr~1Ji~U:6iton.: R~: W algr~;;D,~ "-:~~_ _=___ _ -.---=:..:::==:::.-.- .:.. ==:::.. ::::::::..:-.- Pag~J] , . . '" From: To: Date: Subject: Attachments: Steve Sperr Roberds, Sue 1/28/2008 10: 17 AM Re: Walgreens Walgreens Jan 2008.pdf cc: Cutler, Glenn; Funston, Trenia Sue, I sent this letter today via certined mail to Walgreens. Sorry for the file size (5.2 MB), but it includes some color photos. >>> Sue Roberds 1/14/20084:53 PM >>> Steve: Last week we discussed with Glenn issues regarding the loading dock at Wahlgrens interfering with the adjacent right of way development. The discussion was initiated by Glenn but we did have pictures of the right of way that induded fresh tire tracks of semis using the loading dock. Apparently, he forwarded those issues to you. I understand your division was to contact Wahlgrens. Mayor Rogers asked today if we were aware of the problem as she witnessed semi truck difficulties this afternoon. She asked me to check into that. Have you contacted Wahlgrens in this matter? Please let me know the outcome so I can so report to the Mayor. Thank you, Sue 1II?!1/2008[fr~ni~JJnsio~n - Re: w~~~_6~,J:ronr~treet R~._':'I~_~~Ef~'iliif .~~=~:::~ _.~= =~_ =.P~~J] From: To: Date: Subject: Trenia Funston Todd Peterson 8/9/2007 5:08 PM Re: Walgreens, Front Street R.O~W~ use permit This is a $70.00 permit. tf >>> ''Todd Peterson" <I.Qdd.@Ccrqrealtv.com> 7/31/20073:24 PM >>> Trenia, my contractor said that you were the person to sent the ROW permit to' Can you tell me how much the check needs to be for and then I will send the original and check. Thanks Todd Peterson SEG Port Angeles, LLC l(12/1/2008) Trenia Funston - RE: Walgreens PA #11215: Right of Way Use Permit Page 11 .:.from: .,: Oate: Subject: Trenia Funston Robert Larson 8/13/2007 2:52 PM RE: Walgreens PA #11215: Right of Way Use Permit Chris, The right of way use permit # is 07-934. Payment due is $70.00. Payment to City of Port Angeles. Identify the permit # on the correspondence, a copy of the permit will be printed and forwarded upon payment. 932 East Front Street. Trenia >>> Robert Larson 7/31/2007 2:25 PM >>> The City is in receipt of the signed Right-oF-way Easement, thank you. Bob Larson Electrical Engineering Specialist 360-417-4706 rlarson@citvofDa.us >>> "Chris C. Lang" <ccl{Q)fishersons.com> 7/31/20072:11 PM >>> Todd, Trenia is the person at the City you should coordinate with for this permit. I don't know how much the City will charge you for the right of way use permit. Have you sent back to the City the easement document for the power? We are scheduled to install the transformer on the 8th, but the easement needs to be completed and returned to city prior to that. Thanks, Chris Lang I Project Manager 62S Fisher Lane, Burlington WA 98233 * 360.7S7.56BOI* 360.757.40051*360.391.0954 * ccl(Q}fishersonS.com 1* www.fishersons.com <htto:/lwww.fishersonS.com/> From: Todd Peterson rmajlto:Todd(P)crarealtv.coml Sent: Tuesday, July 31, 2007 1:24 PM To: Chris C. Lang Subject: RE: Walgreens PA #11215: Right of Way Use Permit who do I send it to and how much money????? l(12/1/2008) Trenia Funston - RE: Walgreens PA #11215: RigliTOt W~y !JSePermit Page 2 i . ~. . 'From: Chris C. Lang fmailto:ccl(ij)fjsher50ns.coml 5ent: Monday, July 30, 20074:42 PM To: Todd Peterson 5ubject: Walgreens PA #11215: Right of Way Use Permit Todd, Attached is a Right of Way Use permit application that was dropped off to 5teve at the jobsite. I have taken the liberty to fill out the portions pertaining to the work onsite. Please fill out the remainder of the form and return it to the City or to me to give to the city for processing. Thanks, Chris Lang 1 Project Manager 625 Fisher Lane, Burlington WA 98233 * 360.757.56801* 360.757.40051*360.391.0954 * ccl(cj)fishersons.com [* www.fishersons.com <htto:/lwww.fishersons.com/> r(8/23/2007) Trenia Funston - Walgreens l.1215.Landscaping Plan Page 11 _._-. .-"..-----""'~_. From: To: Date: Subject: Sue Roberds offi ce@terraformadesigngroup.com 8/22/2007 6:03 PM Walgreeris 11215 Landscaping Plan cc: Dear Designers: Roger Vess; Trenia Funston When doing a site visit today at the Walgreens store under construction in Port Angeles (#11215), I noted that there is no proposal to develop the parking strips or tree planting in same. In reviewing the landscape plan, it became apparent that an error had been made, probably on our part as reviewers, and the required grass parking strip and street trees were overlooked. The City's corridor street design requires grass in the parking strip with street trees. , I spoke to the planner who reviewed the plan, and whose corrections you did earlier note, and he admitted that he hadn't read the drawings correctly. Trees along the interior property line actually were located for the perimeter parking for the Jack in the Box activity to the west, and, with the front of the structure facing west, on a one way west bound street, the rear and the solid side of the structure face the streets creating a very stark, walled in, corridor. This stark frontage must be softened to everyone's advantage. We have already had concerns expressed from citizens, which was the reason I thought to do a site visit to see how the site was progressing. /'. The parking lot does not provide the required number of trees, which is 1:6 parking spaces, but we do have the ability to replace the deficit parking lot trees from within the parking area to the perimeter parking strip at a ratio of 1:3. In speaking with your on site contractor, he is at a point where he can provide the irrigation without tearing anything up, and is in fact, right at the point where it would be installed. We would ask that you take the necessary steps to help us rectify this error in review, and continue with this project in a timely and positive manner. Please contact either myself or Scott Johns as soon as possible. Scott did the initial review, and can be reached at (360) 417-4752, or siohn@citvofoa.us, and I can be reached at my e-mail contained in this mail, or (360) 417-4750. Thank you for your time, .-/-. Sue Roberds Planning Manager c ;,. - ,......... ";~::;~~J ,f4.1 t~~ "$."""'t{' ";'7~:~ ",r~'; ",,1 "/;r ,,~~;j ""'i' ,,~' --'~- " '~:" :tl ~ 1 ') ,I \,j ~ , ._~.-'------ r -.-'.. ~' ,~,.->:-- ~~' - .'-.......... ---.--------- , (; '\ 0" ~ fl. 'J \\1'; / ">'\- .~--::-.~i ,".- ./ __c:;_,~::-c':;j_.,... ~/ ," .-.;.....:.. ~- '~"",' l" ~".P<~ _J~~,~, ~-!iP-.~Eir;.,..;':. ~~. ~::t<1 ".. ""....~...,- N f \ ..--.......:.~ ." ,-, ~ :- " -,~~<ol"", o , '<~,.;'J ~, ~ORT.ANGEtES CIT;,y OF .O::~;"'> . . ~ . .-.."q~ " , , , . - ',,' WAS H I N G TON, U, 5, A, Public Works & Utilities Department January 28, 2008 Manager Walgreens Port Angeles 932 E, Front Street Port Angeles, WA 98362 Re: delivery trucks driving on sidewalk adjacent to alley Dear Manager: It has become apparent that delivery trucks are cutting corners while accessing your loading area along Washington Street, driving on the sidewalk in that area, What we had suspected would occur, and cautioned your site designer, Terraform Design Group, about back in February 2007, is now occurring, I am requesting that you (1) make some changes to the way trucks access your loading area to ensure that this does not continue, and/or (2) install some barrier along the southeast edge of the concrete loading area in such a way as to eliminate the future occurrence of this, Failure to address this in a timely manner will result in the City installing some form of barrier to make sure that trucks do not further damage the sidewalk in that area, The cost to repair any sidewalk damaged in this area, and/or City installation of barrier(s), will be borne by Walgreens, I have enclosed some photos showing the area being impacted, as well as a drawing showing one type of barrier that the City may install if Walgreens does not address this issue soon, ' So that we can resolve this issue soon, please contact me at the address below, call me at 417-4803, or email ssperr@citvofpa.us. Sincerely, S~~ City Engineer Enclosures: Photos Detail drawing of bollards Phone: 360-417-4805/ Fax: 360-417-4542 Websile: www.cityofpa.us / Emall: publicworks@cityofpa.us 321 East Fifth Street - PO, Box 1150 lPort Angeles, WA 98362-0217 .Y " AfTER RECORDING R),."TURN TO: GEORGE FERRELl., P .C. 60 I UNION STRUT. sum 4200 SEAT"lU., WA 98101 111111I111111111 2003 1100671 ""'" ..... "'OJ" ""'''' '" '''"m (j) Clallam TItle Co. ~f UCOllOtO ;~, L~ .'> [.;.. l ...~~, t1 '=0 100l FEB -3 PH 4: 0 I Z '/44 ~ -fJ DECLARATION OF EASEMENT FOR INGRESS AND EGRESS Document Title; Easement for Ingress and Egress Reference number of rJa Related Documenls: Declarant: Abbreviated Legal Description: Tax Parcel Nos.: Lawrence J. Doyle and Genelle A. Doyle, co-trustees of the Doyle Family Trust created 211/91 Lots 3.9, Block 2 of Williams and Cramer Subdivision of Suburban Lot No.7, vOlf, al~. DJ3JJ MWlJ~~000-720220 063000-720210 063000-720204 063000-720205 0) 'y ) > (,.,-' ,.-" ...... ....:> ",::> <-., } , " '1 - DECLARATION OF EASEMENT FOR INGRESS AND EGRESS The following basic information and definitions are applicable 10 this document: "Dec/ora'ion": Th.is agreement and all or its exluoits. "DedarQnt": Lawrence J. Doyle and G~nelle A. Doylc, co-trustees of the Doyle Family Trust created 211191, together with its successors and assigns. "Burdened Property" The propeny legally described in Exhibil A. "llenefued Proputy"': The propeny kr,ally describe...! in Erhibit B. "Ememen,": That property leglllly described in ExJrlbiJ C. I. INGRESS AND EGRESS EASEMENT 1.1. Declaranl hereby gmI1LS, C0l1\'1:)'5, an~ declares a perpell!al, non-i:xclusive ~men( over, across and upon the prope"y legally described in E.:chlbiJ A. 1.2. lbe pwposc of lhis easement is to pcnnit vehicuJar and pedestrian ingress and egress to, and from the premises described herein. 'The Easement is a privale easement. and does nol confer any rights or benefits on the geneial public, or any other person or entity CXU:Jli ':IC Dcdwwlt and ilJ successors in interest. 2. BINDING EFFECT The terms arthis document shaJI run wirlLlhe Jlurdened Propeny, and shall bind the Declarnnt and the Dedanllu', tenants and other su=~sors in illl<:rCSL The terms oflhis document shall also run with the Benefited Property, and sllUll be for lhe bendit of the Declarnnt. the owner of the premises described herein. and tI".: ~:J,:~ "<;"':>, ll.~si':'!1s, tCfl:l.nts, subtenanlS, and other occupants of the Benefiled Property. c:.' (-:_, (..) ,.~ - o c;. Co ..,. ! ..,.-;-; 't.. \ ~. 71/ ~ IN WITNESS WHEREOF,lbis .g=m~nllw n executed this ~~)' of ~ ,;!D62:'.;u:>O.3 r.;7~ THE DO - FAMILY TRUST 2 -", J --:-' c.r: ;......":" ,..., c~ r.::. C fc-. v 1- -' EXJlIBIT A Burdened Propeny LOTS 6,7,8, & 91N BLOCK 2 OF WILLIAMS ANO CRAMER SUBDIVISION OF SUBURBAN LOT NO 7 OF THE CITY OF PORT ANGELES, WASHINGTON, ACCORGING TO PLAT THEREOF RECORGED IN VOLUME 3 OF PLATS, PAGE 45, RECORGS OF CLALlAM COUNTY, WASHINGTON, ALL SffiJATED IN CLALLAM COUNTY, WASHINGTON. c..: ,- - ~ c..::; ~/ ,r:; -1 ~.t 4 '" " -- ~ EXHIBITB Benefitm Property LOTS J,4 & 5 IN BLOCK 2 OF WlLUAMS AND CRAMER SUBDIVISION OF SUBURBAN LOT NO 7 OF TIlE CITY OF PORT ANOELES, W ASHINOTON, ACCORDINO TO PLAT TIlEREOF RECORDED IN VOLUME 3 OF PLATS, PAOE 45, RECORDS OF CLAU.AM COUNTY, W ASHINOTON. ALL SITIlATED IN CLALLAM COUNTY, WASHINOTON. 5 c.-, c; v~ ~. - ~ <::; Cc. r' . ., / 1.'> - -..- EXHIBIT C Easomen. THE EASTERLY 20 FEET OF THE REAL PROPERTY DESCRIBED AS FOLLOWS, LOTS 6, 7, 8, '" 9IN BLOCK 2 OF WILLIAMS AND CRAMER SUBDIVISION OF SUBURBAN LOT NO 7 OF THE CITY OF PORT ANGELES, WASHINGTON, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 3 OF PLATS, PAGE 45, RECORDS OF CLALLAM COUNTY. WASHINGTON. ALL SI11JA TED IN CLALlAM COUNTY. WASHINGTON. 6 '- ::...2) ~-. W 1---. ~ c-:-: w.J r::; i . . "--"-' [(1/28/2008) Trenia Funston - Re: Walgreens Page 1l .' From: To: Date: Subject: Attachments: Steve Sperr Roberds, Sue 1/28/200810:17 AM Re: Walgreens Walgreens Jan 2008.pdf cc: Cutler, Glenn; Funston, Trenia Sue, r sent this letter today via certined mail to Walgreens. Sorry for the nle size (5.2 MBl, but it includes some color photos. >>> Sue Roberds 1/14/20084:53 PM >>> Steve: last week we discussed with Glenn issues regarding the loading dock at Wahlgrens interfering with the adjacent right of way development. The discussion was initiated by Glenn but we did have pictures of the right of way that included fresh tire tracks of semis using the loading dock. Apparently, he Forwarded those issues to you. I understand your division was to contact Wahlgrens. Mayor Rogers asked tOday if we were aware of the problem as she witnessed semi truck difficulties this afternoon. She asked me to check into that. Have you contacted Wahlgrens in this matter? Please let me know the outcome so I can so report to the Mayor. Thank you, Sue f!(3ii912008) Trenia Funston - Re -Fwd: Front street I Tree relocation? Page 1 From: To: Date: Subject: Roger Vess Neil Wells; Trenia Funston 3/19/20087:36 AM Re: Fwd: Front street / Tree relocation? Neil, This issue has been forward to Steve Sperr, the out come has not yet been determined, I will let you know when there is an answer. Roger >>> Trenia Funston 3/10/2008 10:25 AM >>> Roger, did you contact anyone on about this tree? TF >>> Neil Wells 3/10/200810:18 AM >>> Good Morning Trenia, As to follow-up on our phone conversation of two weeks ago, wondering as to the status of the ornamental tree relocation, which Walgren drug store had placed in front of the sign mast (900 Elk. east Front street / south side). Reason for the relocation (possibly to Washington street) is that because of it's close proximity to mast and over-head signs 'It will be blocking signs at this site, in a very short time. Thanks, Neil Voice Mail: 360.417.4822 Fax: 360.452.4972 e-mail: nwellsca.citvoflliLJ,l.;i (8/6/2008) Trenia FUIlston - Re: Courtney Road Page 1 From: To: Date: Subject: Nathan West Kathryn Neal; Sue Roberds; Trenia Funston 8/6/20081:11 PM Re: Courtney Road Next Monday August 11, would be the earliest I could have this meeting assuming such a meeting is worth having. I would think it more productive to provide them with acceptable alternatives such as a latecomer agreement or UD. Other than those alternatives they can implement minimum standard as required by the intended City zone or wait a year for us to re- evaluate our development standards in hopes that we create a less onerous standard for short plats. Any other thoughts? Nathan >>> Sue Roberds 8/6/200811:55 AM >>> Dear All: Greg BaJJard from the County would like to meet with we City staff and property owners (Vogels) to discuss the road improvements that we sent as requirements in response to a routing for a preliminary short plat in the WUGA a couple of months ago. The Vogels are short platting family property on Courtney Road. We met a couple of months ago on this issue to discuss the problem of imposing City standards in the UGAs in areas where little improvements have been made, and where platting is proposed. I know that Kathryn will need to be brought up to speed on this issue, but Steve is not in the State, and Greg asked If a short meeting could be had today or later this week. I told him today would probably not work, and since I have laryngitis, I will have to rely on you others to deCide when to meet. Please let me know and I will respond to Greg. Thanks, Sue f '" C)~O )'\\\ + , ~ <s I' 0 ~ ~ 1 ~ JI r~--- ...---- -----.- --~ ---..".....-.- ---- - - -+-------- I I' I : i ,I I 11\: I - 4L ~I' /.f' r" t II ,I ~J~,'- "''::1'" I t- -- ,"" -?'.t "', ~ ~ J lJ~ III (. I II 8 i I I-- 1 , I I Q I I<=--. ~ f- '" ~ - --"---!'-- IL ~ I I , +C.. o;:J , Ii- - I' 1,;1 " 'I L" 0- Iii I , rf-- " 'I f' , I <1" ~, = cp !l- . V I~_ V I' ~~. f- e-- f' - 'I IY,I ~ I ! I I , I I I, , 1 ' 1 __L _ _ ___1___ _ _... _~_ __1___~_ , I' I J 116' -t~r t.+. ,j 1~ <>i II , I I: , 1 J[ ~ ~ ;:..S'Z i Ie <> , I I' II I: : I , . " IL (I I ! I I, I I I o ... :i '" _.1.._ ., 'J J '" 1'1.::, SNr 1"1 ~I ~ JI -J ~ N _' . . /' , ,>1 I! , , ~. 10 " co, " '" . ~ ~ --- ! I , I , ' , , I II ~D I ... , II! !I I I , 'I , ' I: I'! ~<.j "" . 0..' '" I 0 ~ j.~ ~. ~ '-'~ s ~~: ,,<8 q - ::?;~ -1" ..: ~~ o ",N .. ~ ~~ ~ ~ ~ ~ q- C) Z o -1 ::::> CD X L.J ~t;'J'(<""'&7;~~ Adlv'ty.~)t.~"",,1>""l::''''' On9mal~,,.Ei>lly ',<-Early , ~ l:o.t!:"'j;~i!T~":;'P;sCIIPllon"",/fl "" "119urall"n~ 'elart~1! ,Fln~h ,j 'APR. _" MAY J., J JUN .._ ,'JUL" '.~'li"'~ AUG~;'.' .SEP _" r'. l OCT ""'~\lOV .... ~.' ';,P;" ,~ H..,C. ~'" )1",. 1102 '09 1E 23~'3C 07 14~'21 'u 04 11 18 2E "'02 Oe 16 '23- 3{) Of. 13 20 27 03 "to 11 24 01 08 1E 2: "2.. 1000 ASBESTOS ABATEMENT , 02APR07A 06APR07 A !iiiiiil ASBESTOS ABATEMEN- 1010 MOBILIZATION , 02APR07A 06APR07A !iiiiiilMOBIUZATION 1020 DEMO BLDG. & SITE , 09APR07A 10APR07A lil DEMOBLDG & SITE 1030 SURVEY , l1APR07A 12APR07A lilSURVEY 1040 EROSION CONTROLS/SINPPP , 13APR07A 16APR07A l& EROSION CONTROLSJSWPPP 1050 CLEAR 8. GRUB 5 17APR07A 23APR07A Iiiiiiiii CLEAR & GRUB 1060 OVEREXSITE 5 23APR07A 27APR07A Iiiiii OVEREX SITE 1070 STRUCTURAL FILL SITE 5 27APR07A 03MAY07A Iiiiiiiii STRUCTURAL FILL SITE 1080 STORM SYSTEM , 03MAY07A 14MAY07A IiiiiiiiiiiiiI STORM SYSTEM 1090 SANITARY SEWER SYSTEM , 09MAY07A 17MAY07A liiiiiiiIiiiI SANITARY SEINER SYSTEM 1120 EXCAVATE FOOTINGS , 15MAY07A 18MAY07A IiiiI EXCAVATE FOOTINGS 1130 FORM & POUR FOOTINGS 5 16MAY07A 25MAY07 ': iiiiI FORM & POUR FOOTINGS 1100 DOMESTIC & FIRE WATER SYSTEM , 17MAY07A 21MAY07A DOMESTIC & FIRE WATER SYSTEM 1105 SET ELECTRICAL TRANSFORMER , 22MAY07 22MAY07 SET ELECTRICAL TRANSFORMER 1110 UIG ELECTRICAL SECONDARY , 22MAY07 22MAY07 UfG ELECTRICAL SECONDARY 1170 BELOW GRADE MASONRY , 28MAY07 31MAY07 Iim BELOW GRADE MASONRY 1140 UNDERSLABUTILlTIES , 31MAY07 04JUN07 liiii UNDERSLAB UTILITIES 1150 RIGID FOUNDATION INSULATION , 01JUN07 04JUN07 IiiiI RIGID FOUNDATION INSULATION 1160 CAPILLARY BREAK & VAPOR BARRIER , 04JUN07 06JUN07 liiI CAPILLARY BREAK & VAPOR BARRIER 1180 POUR SLAB ON GRADE , 07JUN07 11JUN07 liiiii POUR SLAB ON GRADE 1190 ABOVE GRADE MASONRY " 11JUN07 26JUN07 ABOVE GRADE MASONRY 1195 EXTERIOR HM FRAMES , 18JUN07 19JUN07 Iii EXTERIOR HM FRAMES 1200 STRUCTURAL STEEL , 26JUN07 03.lUlO7 liiiiiiiiiii STRUCTURAL STEEL 1290 SURVEY CURBS & SIDEWALKS , 26JUN07 27JUN07 ~ SURVEY CURBS & SIDEWALKS 1300 FINE GRADE CURBS & SIDEWALKS , 27JUN07 29JUN07 liiI FINE GRADE CURBS & SIDEWALKS 1310 SITE ELECT./CART CONTAINMENT SYSTEM , 29JUN07 05JUL07 IiiiiiI SITE ELECT./CART CONTAINMENT SYSTEM 1210 BAR JOIST & METAL DECK , 02JUL07 09JUL07 ..... BAR JOIST & METAL DECK 1320 IRRIGATION SYSTEM SLEEVES , 05JUL07 05JUL07 o IRRIGATION SYSTEM SLEEVES 1330 FORM/POUR RETAINING WALLS 7 OSJUL07 13JUL07 IiiiiiiiiiiIlI FORMIPOUR RETAINING WALLS 1220 ROUGH.IN FIRE SPRINKLERS . 09JUL07 12JUL07 liiii ROUGH.IN FIRE SPRINKLERS 1230 ROUGH-IN ELECTRICAL " 09JUL07 2OJUL07 ~ ROUGH.IN ELECTRICAL 1240 BUILT-UP ROOFING SYSTEM " 0!lJUL07 20JUL07 _BlJJlT-UP ROOFING SYSTEM 1250 FRAME ENTRY TOVVER 5 09JUL07 13JUL07 Iiiiiiiii FRAME ENTRY TOVV'ER 1340 POUR BLDG. & COMPACTOR CURBS . 13JUL07 18JUL07 IiiiiiiI POUR BLDG. & COMPACTOR CURBS 1260 EXTERIOR STOREFRONT SYSTEM 5 16JUL07 20JUL07 liiiii EXTERIOR STOREFRONT SYSTEM 1265 EXTERIOR DOORS & OH DOOR , 18JUL07 20JUL07 Iiii EXTERIOR DOORS & OH DOOR 1350 CONC. PAVING@DRIVE-THRU&COMPACTOR , 18JUL07 20JUL07 liiil CONC. PAVING@DRIVE-THRU&COMPACTOR 1270 ROUGH-IN HVAC SYSTEM , 20JUL07 30JUL07 ____ ROUGH-IN HVAC SYSTEM 1280 INTERIOR ~RAMING , 20JUL07 JOJUL07 liiiiiiiiiiillNTERIOR FRAMING 1360 FORMIPOUR BLOG SIDEWAl.KS 5 20JUL07 26JUL07 Iiiiiii FORM/POUR BLDG SIDEWALKS 1370 EXTERIOR CANOPIES 5 26JUL07 01AUG07 liiiiii EXTERIOR CANOPIES 1285 INTERIOR DOOR FRAMES , 27JUL07 30JUL07 IiiiIINTERIOR DOOR FRAMES 1420 ROUGH.IN PLUMBING WALLS . 30JUL07 02AUG07 . liiiI ROUGH.IN PLUMBING WALLS 1430 ROUGH.IN ELECTIfELEIDATAlSOUND. WALLS , 31JUL07 08AUG07 Iiiiiiiiiiiiiii ROUGH-IN ELECTITELElDATAlSOUND WALLS 1380 FORM/POUR ADA RAMPS , 01AUG07 03AUG07 liiil FORMIPOUR MJA RAMPS 1385 TRUNCATED DOMES , 03AUG07 03AUG07 o TRUNCATED DOMES Stan dale 02APR07 lSiiiiiiEartybar Finishda11! 040cr07 PROJECT CONSTRUCTION SCHEDULE . Daladall! 22MAY07 NumberNersion REV,210S.007 R~!~ iiiiii'Progressbar I'a enumbl!r '^ Walgreens Port Angeles #11215 FSI Project #7041 IiiiiiiiICriticaloar @Primave'aS siems Inc 7th~,--i. . Fiflishmllestonl!peinll LIGHT POLE BASES & LIGHTS 5 03AUG07 09AUG07 LIGHT POLE BASES & LIGHT 1440 AUTOMATIC ENTRY DOORS , 08AUG07 10AUG07 Iii AUTOMATIC ENTRY DOORS 1450 j INSULATE WALLS & CEILINGS , OBAUG07 09AUG07 iii INSULATE WALLS & CEILINGS 1400 POUR SITE: CURBS & SIDEWALKS 5 09AUG07 15AUG07 IiiiiiiiiiiIpOURSITECURBS&SIDEWALKS 1460 MODULE FREEZER UNIT INSTALL , 10AUG07 10AUG07 a MODULE FREEZER UNIT INSTALL 1470 DRYWALL INSTALLATION , 1JAUG07 22AUG07 IiiiiiiiiiiiiiI DRYWALL INSTALLATION 1410 ASPHALT PAVING 3 15AUG07 HAUG07 Iii ASPHALT PAVING 1415 LANDSCAPING & IRRIGATION , 20AUG07 27AUG07 ~ LANDSCAPING & IRRIGATION 1475 INTERIOR DOORS & HARDWARE 3 20AUG07 22AUG07 ~ INTERIOR DOORS & HARDWARE 1460 PRIMErTEXTURElPAINT INTERIOR , 23AUG07 31AUG07 l5iiiilI PRIME/TEXTURElPAINT INTERIOR 1416 GUARDRAILS & PERM, FENCING 3 2BAUG07 30AUG07 Iii GUARDRAILS & PERM, FENCING 14S0 ACOUSTICAL CEILINGS 5 2SAUG07 04SEP07 iiiiiiiiiiiii ACOUSTICAL CEILINGS 1500 ELECTRICAL TRIM & LIGHTING " 03SEP07 21SEP07 ELECTRICAL TRIM & LIGHTING 1510 HVAC TRIM OUT , 03SEP07 1OSEP07 !iiiii;iiiilI HVAC TRIM OUT 1520 FIRE SPRINKLER TRIM OUT , 10SEP07 13SEP07 liiii FIRE SPRINKLER TRIM OUT 1530 PLUMBING TRIM OUT 5 12SEP07 18SEP07 Iiiiiiii PLUMBING TRIM OUT ""0 FLOOR COVERINGS 5 12SEP07 1SSEP07 IiiiiiiiiI FLOOR COVERINGS 1550 TOILET PARTITIONS & ACCESSORIES 3 14SEP07 18SEP07 liiiiiI TOILET PARTITIONS & ACCESSORIES 1560 INSTALL INTERIOR MIRROR SYSTEM , 14SEPr1r 19SEP07 liiiiiiiIlNSTALl INTERIOR MIRROR SYSTEM 1570 EAS SYSTEM INSTAllATION 5 HSEP07 21SEP07 fiiiliiI EAS SYSTEM INSTALLATION 1580 TELEIDATAlSOUND SYSTEM INSTALLATION , 19SEP07 28SEP07 ~TELElDATAlSOUNDSYSTEM INST 1545 COMPACTOR INSTALL 3 20SEP07 24SEP07 liiiiiI COMPACTOR INSTALL 1610 WALGREENS BLDG. SIGNAGE 3 21SEP07 25SEP07 [i;iiiiI WALGREENS BLDG. SIGNAGE 1620 EXTERIOR PAINTING 2 24SEP07 25SEP07 iii EXTERIOR PAINTING 1590 EMPLOYEE ROOM CASEWORK , 26SEP07 25SEP07 II EMPLOYEE ROOM CASEWORK "00 CODE SIGNAGE. CORNER & SS COLUMN 2 26SEP07 27SEP07 iii CODE SIGNAGE. CORNER & SS CO 1630 PAVING STRIPING & SIGNAGE 2 26SEP07 27SEP07 liiiI PAVING STRIPING & SIGNAGE "" TURNOVER/SUBSTANTIAL COMPLETION 0 27SEP07 . TURNOVER/SUBSTANTIAL COMPL 1650 TEMP CERr. OF OCCUPANCY 0 27SEP(J7 +TEMP. CERT. OF OCCUPANCY 1660 PUNCHLlST&DEMOB 5 28SEP07 Q40CT07 IiiiiiiiiI PUNCHLlST & DEMOS Walgreens Port AngelEls #11215 FSI Project #7041 . rt&:'Itu<<. 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STEa aAfl ..~ -r----r POST __'" " N __1- __ ___,_ . --- -~l " ~ //<;1 _ r :0::. -:--~ =_~~_ ~ ~ SECTION 0 l"ZlI2"Ol.o\M,-\ /--I~,\ <?>- --+-@-}-- j , I ' '.....~;-------- ROUND FOOTING PLAN VIEW _~L_ '"E--- z- , . L_'l_=:: ,. ~ . FRONT Vlf.W r STEEL CAP PtATE /,G-;mv- ",.~ 112" REFLECTIVE TAPE (TYP_1 STeEL PIPE - ASfM A~. /- NPS 3 Il" NOM I. ,./ SCHEOtA.E80 POST i-=2'!:.-1 t ~ / -1-- :p-~l j <?>- SQUARE FOOTING . NOTE This boUard does nol have an elf&c:tJve breakaway design feature and cannot be installed Wllhin the Design Clear Zone. ,/~ 5tllf"DRILlEDHOLE .' .IDEVlEW IE'PfRE'ii MAY 16.20051 BOLLARD TYPE 2 STANDARD PLAN H.13a SlEET IOF 1 SHEET (( , ~~ '" F R PU8l1CATION ~ I-70S. _ ~I"fc.,"""f_. ~ iJiw........... s-. .AT_.__ . I I I II I I I ~ i j j I I I I I I I I I I I I I I , I I I I I I I I I I I I I I I I J I I I I l> 1l>1l>1l> I I I I I I I I 1 I I I 1"IViI I~I~I ::J ::J 1~181 1;.lvl I>-I~I I<II~I ;.'" Iwl,,-I 161>1 a 181g1 . 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Iwl,,-I 161>1 lalgl 1"'1 rul .'" 1t;1,1 I>-III I iQl g" 1t:1~1 I 1 I 1 I I I I I I I I I I I I I I I I I 11111111111 I I I I I 1 I I I : : : @ , .,- ~1~1111~ I I I I I I , I , L~ I J ~; J~~ ~~ -f~; ~~ 4 ~~ \~~~ .~. o J W J 0<< ):I-J- 0.. . " . . e Z ~ . . ~~~~~~ ~~:n 3 . . U ~! 't ~ ~Il.. W ~. . ,,~ .< ..J 0....... r '1 ::::. {) ....ir ~ 0 ~~ ~ ~~ ~~% W ~~ ~~.. ..;(....- Il\ W I- 9i~ !!!!!! ~ 1: w . O U.1, 0 QO <( :n I- :ll-~ ~ 0 o1i U -:i'1 <{Il ~ W ~~~-~'l '0 <(~ 01-1- ~ -....l 0 '< ll': ~~ '3 I-:r a... diN m : ~.:J--"" ~SDL HdW ~~-lNO~j jO ni11ITS' IT "]J~~ m____ .0 w~ . uJ 'tij I- ~~ ~ Ow ~ <w u g~ t .-~ ~ ~o .x ~ m~ ~ eZ . -~~ X' ~~~~ ~ [8~'11; ti: ~zg~ .n ij:,\ij~ ~ ~S~~ ;;; wll~'I1; I- ~azL m u~~~ ~ 20nffi ~ 'I1;Zd)L r: J COMPANY NAME: . CONTACT NAME: FAX TRANSMITTAL CITY OF PORT ANGELES ENGINEERING DIVISION 321 E 5th St PORT ANGELES, W A 98362 (360) 457-0411 ., l.Vf\LG2F:f.J.S -r;; dd- pe".J.evson 4"l-'5- 4"5' -- z:,Ol:S FAX: CITY I STATE: . DESCRIPTION: ~ . J rQM1 r1 , r.lLU 11 Se.. . fUf'Vl/l SENT BY: - NUMBER OF PAGES (INCLUDING COVER SHEET): RETURN FAX NO.: (360) 417-4709 IF THERE ARE ANY PROBLEMS WITH TRANSMISSION CALL: (360) 417-4807 Request for Information 0003 I R r~~~~~~~~'!~1 Custom Detail with Impact Walgreens Port Angeles 932 East Front Street Port Angeles, WA 98362 Project # 7041 Tel: 360.417.3007 Fax: 360.417.3019 RFI #: 0003 i I : Date Created: 4/17/2007 Nystrom Olson Collins Shane Mercier 621 W. Mallon Avenue, Suite 307 Spokane, WA 99201 Fisher & Sons 625 Fisher Lane Burlington, WA 98233 Chris Lang Pedro DeguzmanfTerraforma Design Group Boundary line Survey Civil Drawing Clarification Yes $0.00 No Yes t~!n:g ^^m~ffP2hlli;!jFl1jjP;i!j?!ifu'-''''' C1.1 Paving Plan: Rev. 2, dated 04.26.07 & 3, dated 04.30.07 C1.2 Erosion Control Plan: Rev. 2, dated 04.26.07 & Rev. 3. dated 04.30.07 C1.3 Grading & Drainage Plan: Rev. 2. dated 04.26.07 & Rev. 3. dated 04.30.07 C1.4 Utility Plan: Rev. 2, dated 04.26.07 & Rev. 3, dated 04.30.07 C1.5 Civil Details & Notes: Rev, 2, dated 04.26.07 & Rev. 3. dated 04.30.07 L 1.1 Landscape Planting Plan: Rev. 3, dated 05.16.07 L 1.2 Planting Details & Notes: Rev. 3, dated 05.16.07 L2.1lrrigation Plan: Rev. 3, dated 05.16.17 A2.1 Exterior Elevations, Details & Sign Data: Rev. 2, dated 04.26.07 S2.1 Foundation Plan: Rev. 1, dated 04.27.07 & Rev. 2, dated 05.02.07 S3.2 Foundation Details' Rev. 1. dated 04.27.07 ,'0' ~ mmli ame:J1P<i, htJg}:'L nl Steve Allred "li'I$1'( If Field Copy Fisher & Sons 1. C1.2: The plan calls out the dimension 142.46' at the West and East property/boundary lines. Please clarify that this is the correct dimension and/or provide the recorded survey. Based on information available to our Surveyor, these dimensions should be at approx. 140'. R r~~~~~+~~I!~ Request for Information 0003 Custom Detail with Impact The Cummings survey is incorrect. The property line/building is to be relocated approx. 2.5 feet to the south. Civil, Landscaping, Architectural & Structural design to be revised accordingly. Revised plans to be issued to project team on an as available basis. Plan updates will be posted on BXWA, labeled RFI #0003, with listed plans & discipline revision numbers noted. Notice of new plans posted to the BXWA under RFI #0003 will be via smail. Hard copies of the plans will be available at the jobsite for review. It is the responsibility of the Subcontractors & Suppliers to review the plans, make necessary copies and incorporate the revisions into their own work. 05.04.07, Per FSI: Revised Structural Plans have been issued. Please see attached drawings. Drawings will be posted to BXWA under RFI #0003. 05.17.07, Per FSI: Revised Landscaping and Irrigation plans have been issued. Please see attached drawings. Drawings will be posted to BXWA under RFI #0003 ~:T:4:1~.5tF~~:~, \' \ \ / l ,'\ ~.'. '; , ,,~....-jf. " "'" i I ""'~ ." , 1f:' ~ -/. Iii, I ) ( --t 1,,,,._..,,..._,, ~"'r. _~"'~ ...., ,,,,,,,,,, '.- "'~~- :::t,;'~,'{G.:.7:.;'U::'!,,:. " -..."..-".", ""'......"".." 1- TR~EpLANTING D~TAIL J, ~M "" / /j ">'i/!/ - ,';'~' -- ," '.-." "~''"'''' """ ,,-, a..'...-....".,."', " / I - ","",.::.-,--..,'- CONTAINER ~HRlJ8 P~H1J)IIQ D~iAIL '.l ~'~r ,., I' -.,."--< ;.] , {^--<'\~ \"-- r~ " \ \, "~.\i;; ,(t I ~.~" .'" 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""",,,."'-""'"-''.''' SI'[ ~JNSTR,,::TI(-.'~ ",,~_..,'.'" ....,..-,"".......... -'"'...".~'""'...,'.. ...-..-.... ,.-._,'.."......~..,"~~"'.... ,.", "'''''L..-'''._...''''_,..w..... -~,.~". ."'~~,_....._"'""'..~... NOTE --.-------- "."........ ",... """-....--~"'" _.~...,.,,'~'... ..""""-,,. '"'"~..- '" ,...,,""-"""'"' ",,,.., ,.....'''''__.......,~ c~'........". "~."'-..."""""'....'""'...-,,~ -'.""""''''''''''-''''('''''.'~' _ ""'..~..'~. '" -.""", ',""" CALUIHOURS BEFOREYOUOIG I~00-42-W515 ,..,~""...''<7<>r.''''H_,"''',''' ..,~'o".."""''''"..\....-,,__ ... .-..."~,,,..._,.",'~'.,,,,' ~. 0"""'''''' ",~ ", ~._~, o~,'". .... -., ~".",...,." ""-,~.~ "C'!!!~~!t!~,~7'~N~'~C ,-..."v",,"'o ",ew.,," le""_'''''' e j-.", ~~..r;I"~' TE/WAFoHMA m:,n;.,,{;/(OUl',IV( '-'.~... -, --",..,.. -~"--, 41~-.---- WALGREENS STORE PORTA~G[".' "'A'"'N"'C~ ",r~, F~r, ~" , ,,",,,,,,,,,",'" PLANTING DETAILS & NOTES L1.2 JACK.IN-THE.~OX .{I ~~h $. ~+ ~ r'cJ co .. 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'"" ' ""f' ~J( P----' ::::::;.~ j .~.,..,.,.""..,---"'-, '""'~. ~..., '" ~,"", .,.,.... ...".. :r";;:::..':':;'~,..,.,.., .,.-.. . \.0-. ~"''''' ~_, ~~. '" .~"".., ''''.-.., "',,.'" ""..".''''- ..--"".",,~'''''''.''J .,..".,.. "",.,. ~:';'~~'7~"; ;~ ;~~~~ . ~ \.~.,..-" ~ J.......... TE1{J~Af'ORMA FJF5";,~ CIIOUI'. I,~' G' ()C1C~C~JPl.,"~ l/:lyE "-Y~, .-. G3--E~P_~~<SOAA'H2,g (":..~~;''f':? l.()J)~,cn2'> t-J)~'~:~f'~t Uj- ~~~~,I~GCl'~.A" ==--:=~.~-- 41~ ---' ..-r....,'J, -1/;~~~ I rf~'=" II ,\~~:J ... ~,=~'-..:;- .<::'='l' ;'''''.=~'::;- , ~' r,'C :~~.:t- w . .-- r" [-rm~-- -----~.:.-_=r;;:.' =5::w,.<'"~.=:'e. Cfi ~~-- ~-::=---'~ -_._,-~..~-- S'"o."l" '~; ~:' ., . WALGREENS STORE p,_,~, ....V, r,. .~~~~"(,TO~ ",~Q"'R('N' ,".^'^M~IN;'."'.' ~'::"".r""',,,,-- l=t I:/:,,'-::JI.\"'-.. -- -1:1'.'=""'-' -;.....-.~, - ------v:.~,~ :ll:;"",~'l:'.--. IRRIGATION?LAN .CAJcC'''~' ffi:1lE~~~-= :.::..~~~.-" :-i:=c:::::~"':':';...=,.~.:....- -~,_._.- L2,1 ~.~~<..._----- -~----, t~,/~~r:;'-0.'h'! ~l;j--~.Q.:-';'-'" >:HIJGAI_C:~CQN~_ (&~;~:~~~"'-~ t;:7!~~~~i-:~:B.LL~'-'E E.~~~L*;J: Fisher&.Sons 'INCORPORATED Meeting Minutes I Grouped by Topic Walgreens Port Angeles 932 East Front Street Port Angeles, WA 98362 Project # 7041 Tel: 360.417.3007 Fax: 360.417.3019 Owner, Architect, Contractor Meeting 5 I " 5/15/2007 11 :00 PM Jobsite Fisher & Sons Jordan Excavating Steve Allred Jeff Konopaski (360) 757-151 (360) 757-4005sga@fishersons.com 360.456.3270 360.452.2009 jkono@oJypen.com Yes Yes Project Coordination Meeting Jobsite Safety SAF01.01 01 Safety Steve Allred (FSI) For lnformati FSI requires that all personel on the jobsite must wear approved Hard Hats, Safety Glasses and a Reflective Top. All personel entering the jobsite for the first time must check in with an FSI representive at the FSI Project Office. Project Schedule SCH01.01 02 Schedule NumberNersion: Basline, Distributed for review and comment. Chris Lang (FSI) For Informati PER EXHIBIT "0". BLDG. TURNOVER TO WALGREENS -10 DAYS FROM FIXTURING. UPDATE 05/17/07 PROJECT 2-WEEK LOOKAHEAD SCHEDULE ISSUED. ftemftrxQ&S glfij lli"., if OS1bDjtltliEO'ijl'D 3;1 . ueiitl orr jj btilm RFI Log Review RF101.01 03 Request For Information RFI Log Reviewed. Log Attached Chris Lang (FSI) For Informati .;Siioitli Submittal Log Review SUB01.01 04 Submittals Submittal Log Reviewed. Log Attached All Subs & Suppliers For Informati Update 05/01107: All subcontractors and suppliers to issue FSI their required submittals immediately. R r}~~~~ti~~'! Meeting Minutes Grouped by Topic PCO Log Review PC001.Q1 05 Potential Change Orders peo Log Reviewed. Log Attached Chris Lang (FS1) For Informati Storm & Sanitary Sewer Utility connections 01.01 06 Old Business Pedro Deguzman (TERDES) Storm and Sanitary Sewer Utility connections at Front Street proposed to b relocated to Washington Street. Terraforma Design Group to perform feasibility study and respond to project team. Closed 4/11/2007 UPDATE 04.24.07: These changes will be incorporated into the revised site design due to the design survey error. Revised site design in process Permanent Power 01.02 06 Old Business Robert Larson Open 4/17/2007 (CITYPA) City of PA to design Primary Permanent Power Plan. Owner, Walgreens and City agree to relocate transformer to landscape island at SW corner of Bldg. City will review option to install transformer on utiity pole in lieu of pad mounted system. UPDATE 05.17.07: City provided costs for two options. FSI forwarded email to Owner and Design team for consideration/decision. FSI to coordinat with City upon decision. Criteria Drawings & Specs 01.04 06 Old Business Shane Mercier Open (NYSOLC); Scott Fawson (WALGREE) FSI to have onsite at all times the contract set of Walgreens Criteria Drawings and Specs. 4/17/2007 Update 05/01/07: FSI has emailed Walgreens and the Architects and is waiting for a response. WALGREENS POE (Points of Emphasis) 01.05 06 Old Business Chris Lang (FSI); Steve For Informati Allred (FSI); Keith Kuh! (KElT K); Roland Ordana (PRICON); John Tucker (STRELE) HVAC "DONT REMOVE THE BRACKETS" ON THE HVAC UNITS ELECTRICAL: DOUBLE CHECK THE UNDERSLAB CONDUITS (NUMBER & LOCATIONS) & FOLLOW THE LIGHTING CONTROLS PLAN IN THE DRAWINGS MASONRY: CLEAN AS YOU GO & PROTECT THE MASONRY FROM INCLEMENT WEATHER AT ALL TIMES SLAB ON GRADE: PRE-POUR CONFERENCE REQUIRED. FOLLOW THE SPEC. FLATNESS & LEVELNESS TOLERENCES FULL V ENFORCED Revised Site Design 02.01 06 Old Business Pedro Deguzman (TERDES); Shane Mercier (NYSOLC) The Site is to be redesigned due to design survey error. Building to be relocated to the South approx. 2.5'. Project on hold until site is redesigned and approved by Owner, Walgreens and City. FSI to issue revision to subs and suppliers when available. The redesign will formally answer RFls 0002 & 0003. Open 5/1/2007 Update 05/01/07: The city approved the revised design. The design team is to issue plans to FSI for distribution to subcontractors and suppliers as they become available. UPDATE 05.15.07: Subs and Suppliers to assess changes to their work and provided FSI with any change order proposals by 05.25.07 Walgreens Final Red Lines 02.02 06 Old Business Architect/FSI issued RFI 0005, The final Walgreens Redlines construction set. Steve Allred (FSI) For Informati All subs & suppliers to review and incorporated into their R r~~~~~~~~I'!~ Meeting Minutes Grouped by Topic Update 05/01/07: These revisions are posted on the BXWA website. UPDATE 05.15.07: Subs and Suppliers to assess changes to their work and provided FSI with any change order proposals by 05.25.07 FSI Superintendent 03.01 06 Old Business Terry Carter (FSI) Closed FSI Superintendent Steve Allread will be away from the project for two weeks. FSI Superintendent Terry Carter will step in during this time. Steve will be back on site May 16th. Terry can be reached at the field office phone or on his cell at 360-333-1281. ;OldlSush18$$ihlmjq mWJJ4,:!F, Punch list 04.01 Old Business Walgreen's punchlist posted on Builder's Exchange website. Please the Final Punch list walk-through at the completion of the project. All For Informati review for your work. This document will be used during Representatives attending the meeting shall be qualified and authorized to act on behalf of the entity that each represents. To the best of our knowledge, this is an accurate summary of the discussions, decisions, etc., which occurred during this meeting. Notification of exceptions to this summary are to be made within seven days of its receipt; failing such notification, this summary will be considered a statement of fact. Chris Lang Fisher & Sons 5/22/07 11:00AM Jobsite CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES ENGINEERING JOINT TRENCH NOTIFICATION TO: Qwest Attn: Kristina Nagy 635 N Oak Ridge Dr Port Angeles, WA 98362 December 1,2008 WS NO, 10571 This notification is to inform you of a soon to be open trench for your convenience. Should you decide to install conduit or facilities prior to backfilling, please schedule work directly with the landowner or the contractor listed on the enclosed staking sheet. Location I description: 1329 Rook Drive & Eckard Avenue Raise transformer and pedestal to new grade, move two pedestals to side property lines on Eckard Ave, Reply to this mailing is not necessary. Comments are always welcome. COMMENTS: Date: Company: By: Title: Please complete and return to. Robert G. Larson City of Port Angeles PO Box 1150 Port Angeles, WA 98362 Phone: 360-417-4706 N:\PWKS\LIGHT\ENGRIPROJECTS\BOBIGreen Crow _1329 Rook Dr\Corespondence\Olher UlililieslQwesUrenchdoc 3-WEEK LOOKAHEAD SCHEDULE 1130 1105 1110 1170 1140 1150 1160 1180 1190 FORM & POUR FOOTINGS SET ELECTRICAL TlRANSFORMER UIG ELECTlRICAL SECONDARY BELOW GRADE MASONRY UNDERSLAB UTILITIES RIGID FOUNDATION INSULATION CAPILLARY BREAK & VAPOR BARRIER POUR SLAB ON GRADE ABOVE GRADE MASONRY Start date Finish date Data date NumberNersion Pa e number 02APR07 040CT07 22MA Y07 REV.2105.20.07 m 1 A n ~~"'~IS (9 Primavera S stems, Inc. 5 1 2 4 3 2 3 3 12 16MAY07 A 25MAY07 22MAY07 22MAY07 22MAY07 22M AY07 28MAY07 31MAY07 31 MAY07 04JUN07 01 JUN07 04JUN07 04JUN07 06JUN07 07 JUN07 11 JUN07 11 JUN07 26JUN07 PROJECT CONSTRUCTION SCHEDULE Walgreens Port Angeles #11215 FSI Project #7041 FORM & POUR FOOTINGS SET ELECTRICAL TlRANSFORMER UIG ELECTlRICAL SECONDARY Iii! BELOW GRADE MASONRY Iii! UNDERSLAB UTILITIES Iil RIGID FOUNDATION INSULATION iii CAPILLARY BREAK & VAPOR BARRIER Iiil POUR SLAB ON GRADE _ ABOVE GRADE MASONRY liiiiiiI Early bar [iiiiiiiiI Progress bar liCiiiliI Critical bar <> Finish milestone point ~ [(12/1/2008[f~nia Funston - Walgreens PA #11215: Meeting #06 & Curre-'ll Project Schedule Page 11 From: To: Date: Subject: Attachments: "Chris C. Lang" <ccl@fishersons.com> "Akemi Sekaida (Terraforma Design Group, Inc.)" <office@terraformadesign... 5/22/20074:48 PM Walgreens PA #11215: Meeting #06 & Current Project Schedule Meeting #06 05-22-07.pdf; REV.2 05.20.07.pdf Project Team: Attached are this week's Meeting Notes #06 and the current project schedule for your use, file or action. Thanks, Chris Lang 1 Project Manager 625 Fisher Lane, Burlington W A 98233 " 360.757.56801" 360.757.40051"360.391.0954 " ccl@fishersons.com I" www.fishersons.com <http://www.fishersons.com/> R r~~~~~~~~'!~1 Request for Information 0015 I Custom Detail with Impact Walgreens Port Angeles 932 East Front Street Port Angeles, WA 98362 Project # 7041 Tel: 360.417.3007 Fax: 360.417.3019 RFI #: 0015, I Date Created: 5/22/2007 Energy Control 1614 W. Riverside, Suite 107 ~pokane, WA 99201 Corey Peterson Fisher & Sons 625 Fisher Lane Burlington, WA 98233 Chris Lang NOC/Energy Control/Walgreens S III Ground Cleanouts la Plumbing Design Revison l~t!lnr~r?:~,!!~!~_iijj~j ~Se~jjjl!llil!!lillllalllt~ntq!nnnDDD!D!D!DPllY.$_41 Unknown Unknown Unknown 'Q an Nlinte Nystrom Olson Collins Fisher & Sons The Plumbing Connection Inc. Walgreens Walgreens maCl::N Shane Mercier Steve Allred Doug Felton Leslye Winslow Scott Fawson For Review/Action Field Copy For Information For Review/Action For Review/Action 1. .1: Plan calls for 4" GCO located outside of building just beyond Office #20 at G.L. 4. We propose to move the cleanout to the inside of building to eliminate wall penetration, Please advise. 2. P1.1: Plan calls for 4" GeO located outside of building just beyond Pharmacy at G.L. A. We propose to eliminate GCO since a code doesn't require CO at 90 deg. bends (only at 100' intervals inside of bJdgs.) or in lieu of the 4" GCO install a 3" WCO at SK-1. Code requires a 2" WCO at SK~1 currently. Proposed changes would eliminate wall penetration. Please advise. lIBt Peterson, Energy Control Item #1: The Walgreens prototype drawings show this c1eanout outside the building as shown on the plans. There is a benefit to having the cleanouts outside. If they do need to be accessed due to a backed up sewer line they are being opened up outside and not inside the building. Due to this I would say this cleanout needs to stay outside as shown. Item #2: R f}~Ip~~+~~I!~ Request for Information 0015 Custom Detail with Impact Pretty much the same answer as item #1. But in addition I think this c1eanout is required. Also a 4" sewer line needs a minimum 3-1/2" cleanout to meet code. So a 3" wall cleanout would not meet code. Due to this I would say this cleanout needs to stay outside as shown. W:VJ!20(8)Treniai=UilSiOr1-""wafgreensPA #11215 BFI 0015 R~~~onse Page 11 From: To: Date: Subject: Attachments: "Chris C. Lang" <ccl@fishersons.com> "Akemi Sekaida (Terraforma Design Group, Inc.)" <office@terraformadesign.. 5/29/2007 10:56 AM Walgreens PA #11215: RFI 0015 Response RFI 0015 - Ground Cleanouts Transmittal1 response 6-1-07.pdf Project Team: Attached is the response to RFI 0015 for your use, file or action. Please respond as necessary. Chris Lang I Project Manager 625 Fisher Lane, Burlington W A 98233 . 360.757.56801' 360.757.40051'360.391.0954 . ccl@fishersons.com I' www.fishersons.com <http://www.fishersons.com/> R ~~~~~~~~~f!~1 Request for Information 0016 I Custom Detail with Impact Walgreens Port Angeles 932 East Front Street Port Angeles, WA 98362 Project # 7041 Tel: 360.417.3007 Fax: 360.417.3019 RFI #: 0016 . I , Date Created: 5/29/2007 Nystrom Olson Collins Shane Mercier 621 W. Mallon Avenue, Suite 307 Spokane, WA 99201 Fisher & Sons 625 Fisher Lane Burlington, WA 98233 Chris Lang Summit Professional Engineering IIi:! Electrical: Meter & CT Can location and LSPS - 22/24 location Electrical .ll Drawing Clarification Unknown Unknown Unknown 'HC;k;: \00 Fisher & Sons Fisher & Sons Straits Electric Summit Professional Engineers, LLC .on Chris Lang Steve Allred John Tucker Bryan Gray 0: 'liS8n! Fi Ie Copy Field Copy For Information For Review/Response note 4: Plan calls for electric meter and panel to be located on the South elevation near G.L. 4. aut the drive-thru. The gear will consist of a watt/hour meter and CT can enclsosure. This will amount to a system that is approx. 36"x48"x12" that will need to have bolJards for protection. 2. L 1.1 & EO.1: Please verify that the location of light pole LSPS - 22/24 since there was a revised landscape plan that shows the LP in a different location than currently called out in the Electrical plans. U ,Ill I 1. Locate the meter and CT Can assembly in the planter island currently showing the transformer. The system can be mounted on unistrut adjacent to the transformer itself. $we. Per Nystrom Olson Collins, Shane Mercier .ate,liswe,il 1 0 Proposed solution acceptable L(12/1/2008) TrenTa FunS1On~ Walgree!ns PA #11215:RFI 0016 Response Page 11 From: To: Date: Subject: Attachments: "Chris C. Lang" <ccl@fishersons.com> "Akemi Sekaida (Terraforma Design Group, Inc.)" <office@terraformadesign... 5/31/200710:26 AM Walgreens PA #11215: RFI 0016 Response RFI 0016 Elect. meter, CT Can & LSPS 22-24 Location Response.pdf Project Team: Please see attached response to RFI 0016 for your use, file and action. Thanks, Chris Lang I Project Manager 625 Fisher Lane, Burlington WA 98233 * 360.757.56801* 360.757.40051*360.391.0954 * ccl@fishersons.com 1* www.fishersons.com <http://www.fishersons.com/> t(12/1/2008) Trenia Funston - Walglj~s'PA#1J~15: RFI 0017 Response __ Page 11 From: To: Date: Subject: Attachments: "Chris C, Lang" <ccl@fishersons.com> "Akemi Sekaida (Terraforma Design Group, Inc.)" <office@terraformadesign... 6/6/2007 9:27 AM Walgreens PA#11215: RFI 0017 Response RFI 0016 - Ethernet Cabling Transmittal.pdf; RFI 0016 - Ethernet Cabling CI arification E1.3 dated 06.05.07.pdf Project Team: Please see attached RFI 0017 response for your use, file and action. Thanks, Chris Lang I Project Manager 625 Fisher Lane, Burlington WA 98233 * 360.757.56801* 360.757.40051*360.391.0954 * ccl@fishersons.com 1* www.fishersons.com <http://www.fishersons.com/> R r~~~~~~~~~~1 Request for Information 0018 I Custom Detail with Impact Walgreens Port Angeles 932 East Front Street Port Angeles, WA 98362 Project # 7041 Tel: 360.417.3007 Fax: 360.417.3019 RFI #: 0018, I : Date Created: 6/5/2007 Energy Control 1614 W. Riverside, Suite 107 Spokane, WA 99201 Corey Peterson Fisher & Sons 625 Fisher Lane Burlington, WA 98233 Chris Lang NOC/Shane Mercier iltiecti Fire Riser, FOG and PIV Locations .( il Mechanical Design Revison l!ilj[$tlllJjl!Jl~~-!l\1ll!ftiil~'jjjjjj1'!l 1Sl!ll!tiflll~~!!Ipl(Ct?~iift_tiitiilDi!Ylii;~II~~ Unknown Unknown Unknown Nystrom Olson Collins Fisher & Sons Walgreens Walg rsans Jordan Excavating Knight Fire Protection, Inc Knight Fire Protection, Ine Shane Mercier Steve Allred Leslye Winslow Scott Fawson Jeff Konopaski Mark Doty Rick Kni9ht For Review/Comment Field Copy File Copy/Review File Copy/Review File Copy File Copy File Copy !Qilei:ll!l'll'__:!I!l!.._'lIlil1W_"~"M-Di11~1ll!1ll!1ll!~Ilf'-,!ii_."lml1Rijllllltlli:ljIh1l16l2QIl1J Please see attached sketches labled 2 & 3 of 3, showing the proposed revised locations of the interior fire riser assembly and the FOC & PIV locations. Please note the the local Fire Marshal, Ken Oebuke has met with us onsite and agreed with the revised locations. Moving the fire riser assembly from the north side of the sprinkler room to the south side 18" off of the wall. This will alleviate pipe clearance issues with the large footing at the north wall. iJ sf s e Per Leslye Winslow, Walgreens Corporate iii &re:<f:tJi "li Revised locations OK. The sprinkler risers are at the west wall not south, so the door can stay as is. I WALlteEEiV< The Riley Group fnc. : i ASBESTOS-CONTAINING MATERIALS SURVEY i , ! PROPOSED RETAIL STRUCTURE 934 EAST FRONT STREET PORT ANGELES, WASHINGTON i: i: ! : ! : i I Ii I I i) October 6, 2006 : I I: I' I' I I PREPARED BY: The Riley Group, Inc. 17522 Bothell Way NE, Suite A Bothell, WA 98011 Ii , I i j , I i I I PREPARED FOR: Mr. David Thompson Columbia Retail Group, LLC 845 106th Avenue Northeast, Suite 100 Bellevue, Washington 98004 '-I I, i ~ r-l Ii Project No. 2006-178 1'1 i ,J \1 \.! SERVING THE P AClFIC NORTHWEST 17522 Bathell Way NE, Bathell, W A 98011 Tel (425) 415-0551 . Fax (425) 415-0311 TABLE OF CONTENTS 1.0 SURVEY SUMMARY & RESULTS.......................................................! 1.1 SURVEY SUMMARY SHEET ..... 1.2 RESULTS SUMMARY. ACMSURVEY RESULTS.. ASSUMEDACM .................... ..J ......2 ..2 ....2 2.0 INTRODU CTI ON ....................................................................................2 2.1 2.2 2.3 2.4 PURPOSE .......................... ............... SITE ACCESS ................,........... ................. .............. AUTHORIZATION ................ BUILDING OBSERVATIONS ....... ......................... .......................2 ................ ...............2 ...........2 ....................,.,......3 3.0 METHODS ................................................................................................3 3.1 3.2 3.3 GENERAL ORGANIZATION .................................................... VISUAL JNSPECTION OF SUSPECT ACMs................. SAMPLING PROCEDURES (ASBESTOS) ...................................... ...............................,....................,3 ................. ,.....................,....", ...3 ..""""..,."".."",."""""..""",.4 4.0 FINDINGS & CONCLUSIONS..............................................................5 5.0 UNIQUE REGULATORY REQUIREMENTS .....................................5 5,1 LOCAL AIR QUALITY BOARD (PUGET SOUND CLEAN AIR AGENCY) ..................................................,5 5.2 WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES (L&I) .........................................................5 5.3 PERMITS.... ........,..,........, .............. ..................,....... ..................... ........................., ..........6 5.4 LICENSES ." """""...,.."""".""..,..,...."",.."",.,""'"",.,.."""" ".., """" . """".."".."" ... .",.." ,,'..""" 6 6.0 WARRANTY .............................................................................................6 LIST OF FIGURES Figure 1..,........................................ Figure 2.....................,........,..,....,.....,.. ........................... ....................... Site Vicinity Map ..................... ...................... Sample Location Map ! i LIST OF ApPENDICES Appendix A ...,...........,......... ..,.............,..........,.,.........,..........."..,......,',......,....,..,.. Copy of Certifications Appendix B, ,.... ........................., ........................................ Laboratory Reports and Chains of Custody Appendix C ....,................,....".....,..,................,,",..,...........,....,........""........,....,.. Methods & Procedures Appendix D..,..,........,......,......,.............,...,..,...........,...,....,....... ..,............,..,........ Codes and Regulations I ! ' j! i-j c..J 1 1.0 Survey Summary & Results 1.1 SURVEY SUMMARY SHEET BUILDING INFORMATION: Date of Construction: 1972 Address: . 934 East Front Street Building Size: 3,450 sq. feet City/State/Zip: P0l1 Angeles, W A I --j Asbestos-ContaininQ Materials Survey Date: 09/26106 By Whom: The Rilev Group, Inc. Firm Robin Hamlet Inspector #1023519 Certification # Results: (Additional detail provided in Table 1) Number of material types sampled: 8 Number of samples collected: 12 Number of materials testing positive: 2 Number of materials assumed positive: 0 Were roofing materials sampled? Yes. Are there unique state or local requirements? Yes IIf Yes, See Section 5.0) Laboratorv utilized: Name: Seattle Asbestos Test. LLC Address: 19711 Scriber Lake Road. Suite 0, Lvnnwood WA 98036 Buildina Access Limitations (if any): None Comments: See report. i , , j --,j 2 1.2 RESULTS SUMMARY ACM SURVEY RESULTS The following homogeneous building material types were sampled as part of this survey and their results are summarized in the table below: SAMPLE MATERIAL DESCRIPTION LOCATION F/NF-' COND.t. %ACM ESTIMATED ID QUANTITY PA-01 Plaster/leveling Room #2-vacant F Good White leveling NIA compound on wood office/storage compound NO panellinn PA-02 Popcorn ceiling material Entire structure F Fair Popcorn ceiling -3,400 s.f. PA-04 material: PA-05 5% Chrysotile 3% Amosite PA-03 Attic insulation Attic NF Good Pink insulation NO NIA PA-06 White sheet vinyl & gray Bathroom- Room # 5 F Good Vinyl: NO 30 s.f. mastic Mastic: 50% Chrvsotile PA-07 Gypsum Wallboard Entire structure F Good Wallboard: NO NIA PA-08 PA-09 PA-10 Black asphalt shingles Roof F Good Asphalt shingles NO NIA PA-11 Black tar paper Roof F Good Tar Paper NO NIA PA-12 Btack tar patch Roof F Good Tar Patch NO NIA F - Fnable, NF - Non-friable, Friability IS further defined In Appendix C. 2 Condo ::: Condition of materials either Good, Fair or Poor. 3 All identified ACMs are chrysotile asbestos except where noted. ND ::: None Detected; N/A::: Not Applicable ASSUMED ACM There were no materials assumed to be asbestos containing. 2.0 Introduction 2.1 PURPOSE The Riley Group, Inc. (Riley) conducted a asbestos-containing material (ACM) building survey at the property located at 934 East Front Street in Port Angeles, Washington (see Figure 1). The purpose of this study was to identify those building materials that contain asbestos. Riley understands that the Client intends to remove the structure for future construction. Therefore, this survey addressed all building materials that were accessible during the Site visit. 2.2 SITE ACCESS Riley had unlimited access to all spaces of the subject building. 2.3 AUTHORIZATION Authorization to perform this study was given by Mr. David Thompson of the Columbia Retail Group (Client) on September 9, 2006. This report has been prepared for the exclusive use of the Columbia Retail Group, LLC and affiliates thereof. -1\ 3 2.4 BUILDING OBSERVATIONS The building is an approximately 3,450 square foot, one story, wood-framed structure. Interior finishes included painted sheetrock (gypsum), wood-paneled walls and ceilings, and wood flooring. The wood floors are finished with carpet, linoleum and ceramic tiles. Except for the bathrooms, the ceilings throughout are covered with painted "popcorn" material. Materials observed for the ACM survey included attic insulation, linoleum, roofing materials, surfacing materials and sheetrock (gypsum) walls and ceilings. 3.0 Methods [-) i. , I Inspection and sampling procedures were performed in accordance with the guidelines published by the Environmental Protection Agency (EPA) in 40 CFR Part 763 Subpart E, October 30, 1987. Sampling procedures include collection of one or more samples of suspect friable and non-friable materials. The ACM survey consisted of: visual inspection, sampling, and quantification of building materials. Riley's survey protocols are detailed in Appendix C. 3.1 GENERAL ORGANIZATION The survey consisted of three major acl1vll1es: visual inspection, sampling, and quantification of building materials. Although these activities are listed separately, they are integrated tasks. 3.2 VISUAL INSPECTION OF SUSPECT ACMs An initial building walkthrough was conducted to determine the presence and condition of suspect materials which were accessible and/or exposed. Materials which were similar in general appearance or in date of construction were grouped into homogeneous sampling areas. . Homogeneous Material Classifications A preliminary walkthrough of the building was conducted to determine areas of materials which were visually similar in color, texture, general appearance, and which appeared to have been installed at the same time. Such materials are term cd "homogeneous materials" by the EPA. During this walkthrough, the approximate locations of these homogeneous materials were also noted. Following the EPA inspection protocol, each identified suspect homogeneous material was placed in one of the following EPA classifications: I. Surfacing Materials (spray or trowel applied to building members) 2. Thermal System Insulation (materials generally applied to various mechanical systems) 3. Miscellaneous Matel:ials (any materials which do not fit either of the above categories) . Friability Classifications A regulated asbestos-containing material (RACM) as defined by National Emissions Standard for Hazardous Air Pollutants (NESHAP) is any (a) Friable asbestos material, (b) Category I non-friable ACM that has become friable, (c) Category I non- friable ACM that will be or has been subjected to sanding, grinding, cutting, or 4 abrading, or (d) Category II non-friable ACM that has a high probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the matcrial in the course of demolition or renovation operations. Following the EP A inspection protocol, each identified suspect homogeneous material was placed in one of the following EP A classifications: . Friable Materials NESHAP defines a friable ACM as any material containing more than one percent asbestos, which, when dry, can be crumbled, pulverized, or reduced to powder by hand pressure. . Category I Non-friable NESHAP defines a Category I non-friable ACM as packing, gaskets, resilient floor covering (except vinyl sheet flooring products which are considered friable), and asphalt roofing products which contain more than one percent asbestos. . Category II Non-friable NESHAP defines a Category II non-friable ACM as any material, except for a Category I non-friable ACM, which contains more than one percent asbestos and cannot be reduced to a powder by hand pressure when dry. 3.3 SAMPLING PROCEDURES (ASBESTOS) Following the walkthrough, the inspector collected selected samples of accessible materials identified as suspect asbestos-containing building materials (ACM). Samples were collected by Riley's asbestos building inspector, certified under the EPA AHERA regulation 40 CFR 763, Subpart E (AHERA certification attached in Appendix B). Sampling was consistent with the requirements of NESHAPs and AHERA as well as meeting the requirements set forth by State and local regulatory agencies. A total of 8 suspect ACMs (homogeneous milterials) were observed within the inspected areas of the site. Riley collected a total of 12 samples of suspect ACM from homogeneous materials identified in the site building. The laboratory reported analytical results for layered materials present in one sample as separate results (such as floor tile and mastic). Suspect ACM samples were submitted to Seattle Asbestos Test, LLC of Lynnwood, Washington for analysis. Samples were analyzed by PLM/DS. Seattle Asbestos Test, LLC is AIHA and NVLAP accredited. The following suspect materials were sampled during this survey (please refer to Figures 2 and 3 for bulk sample locations): >- Plaster leveling compound; >- Popcorn ceiling material (surfacing material); >- Vinyl sheet flooring (linoleum); >- Mastics; .,. Gypsum wallboard; >- Roofing materials (Asphalt shingles, tar paper & tar patch); and >- Attic insulation (vermiculite). 5 4.0 Findings & Conclusions Based upon Riley's asbestos building survey and bulk sample analysis, the following ACMs have been identified for the Site: >- Popcorn ceiling matcrial >- Gray mastic under the vinyl sheet flooring (linoleum) Any untested suspect materials encountered during site renovation work should be analyzed before proceeding with such work. If additional ACM is confirmed during site renovation activities, work should be performed by a qualified contractor according to the recommendations in Section 5.0. 5.0 Unique Regulatory Requirements If the hazardous building materials identified in this report will be disturbed through future maintenance, renovation or demolition activities, they will be subject to the requirements set forth in all applicable local, state, and federal regulations. Materials that were not sampled are presum~d to contain asbestos and will be subject to these same requirements until tests are performed to confirm the absence of asbestos. The following notices, permits and licenses are necessary for renovation and/or demolition work as of the date of this report. The contractor is cautioned to verify these requirements as applicable to the final project scope and confirn1 that no new requirements exist. 5.1 LOCAL AIR QUALITY BOARD (PUGET SOUND CLEAN AIR AGENCY) Written notification is required to the local Air Quality Management District at least 10 days prior to beginning any work on friable asbestos-containing materials. This requirement is also enforced by the EP A. In addition, notification is required for all demolitions involving structures with a projected roof area greater than 120 square feet, even if no asbestos-containing material is present. Asbcstos removal and disposal requirements are outlined in PSCAA's Asbestos Control Standards (Regulation III, Article 4). 5.2 W ASHfNGTON DEPARTMENT OF LABOR AND INDUSTRIES (L&I) For any activity involving greater than 48 square feet or 10. linear feet of ACM that may release asbestos fibers into the air (i.e. demolition, renovation), written notification must be given to the L&I regional officc by the qualified contractor no later than 10 days prior to the start of the project (WAC 296-65-020). For activities impacting composite wallboard systems with less than I % asbestos content, the renovation contractor will need to follow work practice requirements as given in WAC 296-62-17712(2), particularly use of wet, non-aggressive methods and prompt clean-up. Vacuums used must be HEPA filtered. Worker training must include 2-hour asbestos awareness training. Respiratory protection must be based on overall dust levels. A competent person on fhe job site must be assigned and trained under the requirements of WAC 296-62-07728. 6 5.3 PERMITS Contractor must obtain all building and special permits required for the asbestos abatement work. Of note, prior to abatement activities within the building(s), a permit is required by the Unifom1 Fire Code (UFC). (e.g., work plans and drawings of containment's with entrances and exits clearly marked). 5.4 LICENSES Contractor must maintain CUlTent licenses as required by applicable state or local jurisdictions for the rcmoval, transportation, disposal, or other regulated activity. 6.0 Warranty ~. _oj Riley walTants that the findings contained herein have been prepared with the level of care and skill exercised by experienced and knowledgeable environmental consultants who are appropriately licensed or otherwise trained to perform asbestos and lead in paint assessments pursuant to federal, state and local requirements as applicable. This inspection is not intended to address the potential for exposure to any other hazards or hazardous materials during renovation or demolition. The survey included inspection of accessible materials such as above or behind suspended ceilings or other non~permanent structures. Riley did not inspect or sample inaccessible areas su.ch as behind walls or within ductwork and did not dismantle any part of the structure to survey inaccessible areas. Inaccessible is defined as areas of the building that could not be tested (sampled) without destmction of the structure or a portion of the structure. In the event that access to a portion of the building was not obtained (which otherwise would have been tested), such limitations are specifically identified in the Survey Summary Sheet of this report. No sampling protocol is 100% "fail~safe," according to the U.S. EPA. Samples collected are indicative of the material sampled. Riley has indicated which samples are considered representative of adjacent or similar~appearing materials. These conclusions are not meant to be, and may not be, relied on by client as representations or walTanties by Riley. Any given material, other than the exact sample, is or is not, asbestos containing. This report is not intended to identify all hazards or unsafe conditions, nor imply that others do not exist. This report does not provide an evaluation, assessment or analysis of health risks, environmental impact, usage limitations or mitigation options. This report has been prepared for the exclusive use of the Columbia Retail Group, LLC and affiliates thereof. Results are based solely on the methodology stated in this report and the report should be relied upon in its entirety. Any reliance a third party makes of this report is the responsibility of such third party. .~; ! 7 Should you have any questions regarding this report or if we may be of additional service, please do not hesitate to contact us at (425) 415-0551 at your convenience. Sincerely, THE RILEY GROUP, INC. -1 7~/~ Robin Hamlet, L.G., L.H.G. Senior Project Manager AHERA Building Inspector #1023519 ~~,Jft;,~1b /C;;;;t'e SmIth, CHKliv! Proj ect Manager Attachments Report Distribution copies) Mr. David Thompson, Columbia Retail Group, LLC (1 electronic draft, 3 ,,' _'i.;"'" o 300' 600' 1.200' USGS, J 985, Port Angeles, Washington l5-Minute Ouadrangle N + i\pproxilllH1C Scale III feet The Riley Group, Inc. ] 7522 130THI'I~L IV A Y NE BOTHELL, IV ASH INGTON 98011 Proposed Retail Structure Figure J Project # 2006~J 78 Site Vicinity Map Site Address. 93-1 E. Front Street. Port Angeles, Washingwl1 ;'.\-11 ::c, Leoelld .~ PA-OI* D D N + EAST FRONT STREET Olllee @ Vacant Office (j) (i) 1'/\-01 Storage OIIiee Q) Office (1) D I'A-02* Olliee 0) @ Room Number Sample Ii) Number (*Dcnotcs Asbestos>! (Yo) Sample Location Roof Sample Location Not to Scale . The Riley Group, Inc. 17522 LlOTI-IELL WAY NE LlOTHELL, WASHINGTON 98011 Vacanl OITice @ Storage I3R 1',>\-06@ Office l'A-04* @) Copy R~)orr\ Furnace Room -.......... onice 1'\-1' @ D- Oniee @ Meeting R.oolll @ o onices Office PA-09 alTiees Reception Proposed Retail Structure I'^-ilh I C:Jf Attic Access Project # 2006-178 Dale Druwn: 10/3/06 934 East Front Street, Po!'! Angeles, IVashington S'ile Address: Sampling Location map SEATTLE ASBESTOS TEST, LLC Page 1 of 3 19711 Scriber Lake Road, Suite D, Lynnwood, W A 98036, 425.673.9850 NVLAP ACCREDITATION LAB CODE: 200768-<) ANALYTICAL LABORATORY REPORT PLM by Method EPN600/R-93/116 Client The Riley Group, Inc. Address: 17522 Bothell Way NE Bethell, WA 98011 Client Job #: N/A Laboratory Batch #: 200620802 Date Received: 9/27/2006 Samples Received: 12 Dale Analyzed: 9/28/2006 Samples Analyzed: 12 Client Project #: N/A Allention:Mr. Robin Hammlet Project Port Angeles I, , , LablD I Client I ' Description 0/. I Asbestos I Non-Fibrous % INon-asbestOS Samole 10 Layer . Fibers Comnonents . Fibers White powdery None I 2006203606 PA..Q1 1 material with paint ~etected Binder/filler, Paint 5 icellulose 2006203607 PA..Q2 White powdery 5 ~hrysotile material with paint and white lumpy , Binder/filler, Synthetic 1 oam material oam, Paint 4 Cellulose 3 Amosite 2006203608 PA-03 1 Pink fibrous material None Binderlfiller 95 Glass fibers detected 2006203609 P A-D4 Nhite powdery Chrysotile material with paint 5 ,3nd white lumpy ~nder/filler, Synthetic Cellulose 1 oam material oam, Paint 4 2 A.mosite 2006203610 White powdery Chrysotile PA..Q5 material with paint 5 nd white lumpy Binder/filler, Synthetic Cellulose 1 oam material oam, Paint 4 2 Amosite 2 ~hite chalky None Binderlfiller, Paint, 35 Cellulose material with paper ~etected Gypsum/binder 2006203611 PA..Q6 1 White sheet vinyl None VinyVbinder None detected :Ietected i ~ I I , Analyzed by: Weilong Tai ~/~'~, ReVIewed by: Steve (Fanyao) Zhang, President SEATTLE ASBESTOS TEST, LLC Page 2 of 3 ] 97]] Scriber Lake Road, Suite D, Lynnwood, W A 98036, 425.673.9850 NVLAP ACCREDITATION LAB CODE: 200768-0 ANALYTICAL LABORATORY REPORT PLM by Method EPN600/R-93/116 Client The Riley Group, Inc. Address: 17522 Bethell Way NE Bothell, WA 98011 Client Job #: N/A Laboratory Batch #: 200620802 Date Received: 9/2712006 Samples Received: 12 Date Analyzed: 9/2812006 Samples Analyzed: 12 Client Project #: N/A Attention: Mr. Robin Hammlet Project Port Angeles Lab 10 Client Layer Description % Asbestos I Non-Fibrous % INon-asbestos SamoJe 10 Fibers Comnnnents Fibers 2 3ray fibrous material 50 Chrysotile Binderlfiller, 27 ~ellulose Nith mastic Mastic/binder Nhite powdery None Cellulose 2006203612 PA-07 1 material with paint detected Binderlfiller, Paint 35 nd paper 2 Nhite chalky None Binderlfiller 25 Cellulose material with paper detected ~ypsumlbinder Nhite powdery None Cellulose 2006203613 PA-08 1 material with paint detected Binder/filler, Paint 35 ~nd paper 2 rvvhite chalky None Binderlfiller 25 Cellulose material with paper :Ietected Gypsum/binder White powdery None Cellulose 2006203614 PA-09 1 material with paint Binderlfiller, Paint 35 and paper .etected 2 White chalky None Binderlfiller 25 Cellulose material with paper detected Gypsum/binder Black asphaltic None 2006203615 PA-10 1 "1brous material with fdetected AsphalUbinder, Sand 25 Glass fibers sand 2006203616 PA-11 1 Black asphaltic None AsphalUbinder, 70 Cellulose "ibrous material fdetected Binderlfiller 2006203617 PA-12 1 Black asphaltic None AsphalUbinder 27 Cellulose material detected Analyzed by: Weilong T ai ~L~ Reviewed by: Steve (Fanyao) Zhang, President PRGE2 09-28-200b 18:07 SERTTLE RS8ESTOS TEST 14256739810 ~ z,uS'O;J- SEA TILE ASBESTOS TEST, LLC CHAIN OF CUSTODY WETllEAT CUEHTS IlETTERI ~ OF AlW. YSIlO IIUU( A$PSS'l"OB TE!<r-A... POINT COUNT ,...>-..... I'OIIIT COUNT (~I-POINT COON. (lllOOl.-... The Riley Group, Ine. 17522 Bothell Way NE, Bothell, WA 98011 Phone: (206)417-0551 Fax:(425) 415-0Jl1 . Email::?~,-"..ntG?X.~;f-6R'-I"t"~ ~ect Location: ~ r;r? ;',-dtf.F-' ...'" Project Manager: J~- -' - 11-<1.'" -,J~f b fl' WI'" I'J.......L...,.. Turn Around Time-' ---T"'- Num er 0 Samp es ~ Chent Job # Sample Condition: Good ..... Damaged Severe Damage(Spillage) SE()jj 1 2 3 4 5 6 7 8 9 CLIENT SAMPLE # 10 '?A -0 I 7ft. -e>Z 't>A.-o.~ '?A.~ 0"'/ 7~ -1':>6' YJI.- or- 'YJ\--""'? ?)i\.-~~ '7f+-/9"" 7....,../.::> '71\-11 '1')4.-J2 SAMPLEDESCR~ON LABID A Yo;.gff-( (77 ~r .c; AIR' 11 12 13 14 15 16 17 18 19 20 PrWtt 11..- 10II '?I..II\G......... L""-'.......- , i7,","',;~", ",--, ' '. I .. _ h -. ::l=.", "'....t- !> ~ /. ~ L-,' CU. I<;J<>?/.-",,~ t:.F:' -~~ -<L' . '\._. I ' . '" "" .,....u ':ij,.,-<>" L'_" "'_"""'" r~. ft 4;;t.,~V"'.~\ 1-:>. .,.t.,.":' 1 ,oAfi} ...... - ,) i<"),_,J..__ r"T~ ~'4."'7'<l. ) ( IV (I q.. () Ii.! tS' II, \ 1 No... ,z -' -' The Riley Group Inc. , i ASBESTOS-CONTAINING MA TERIALS SURVEY METHODS & PROCEDURES i .! , i _J SEI~VIN" THE PACIFIC NClHIIIWI.;ST ,. .j Main Office: 17522 Bothell Way NE, Suite A, Bothell. W A 98011 Tel (425) 415.0551 . Fax (425) 415.03 II . Seattle Tel: (206) 417-055 ] Inspection and sampling procedures were performed in accordance with the guidelines published by the Environmental Protection Agency (EPA) in 40 CFR Part 763 Subpart E,' October 30, 1987. Sampling procedures include collection of one or more samples of all suspect friable and non-friable materials. GENERAL ORGANIZATION The survey consisted of three major activities: visual inspection, sampling, and quantification of building materials. Although these activities are listed separately, they are integrated tasks. VISUAL INSPECTION OF SUSPECT ACMs An initial building walkthrough was conducted to determine the presence and condition of suspect materials that were accessible and/or exposed. Materials that were similar in general appearance or in date of construction were grouped into homogeneous sampling areas. . Homogeneous Material Classifications A preliminary walkthrough of the building was conducted to determine areas of materials which were visually similar in color, texture, general appearance, and which appeared to have been installed at the same time. Such materials are termed "homogeneous materials" by the EP A. During this walkthrough, the approximate locations of these homogeneous materials were also noted. Following the EP A inspection protocol, each identified suspect homogeneous material was placed in one of the following EP A classifications: 1. Surfacing Materials (spray or trowel applied to building members) 2. Thermal System Insulation (materials generally applied to various mechanical systems) 3. Miscellaneous Materials (any materials which do not fit either of the above categories) , i . Friability Classifications A regulated asbestos-containing material (RACM) as defined by National Emissions Standard for Hazardous Air Pollutants (NESHAP) is any (a) Friable asbestos material, (b) Category I non-friable ACM that has become friable, (c) Category I non-friable ACM that will be or has been subjected to sanding, grinding, cutting, or abrading, or (d) Category II non-friable ACM that has a high probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course of demolition or renovation operations. Following the EP A inspection protocol, each identified suspect homogeneous material was placed in one of the following EPA classifications: . Friable Materials NESHAP defmes a friable ACM as any material containing more than one percent asbestos, that, when dry, can be crumbled, pulverized, or reduced to powder by hand pressure. . Category I Non-friable NESHAP defmes a Category I non-friable ACM as packing, gaskets, resilient floor covering (except vinyl sheet flooring products which are considered friable), and asphalt roofing products which contain more than one percent asbestos. . Category II Non-friable NESHAP defines a Category II non-friable ACM as any material, except for a Category I non-friable ACM, which contains more than one percent asbestos and cannot be reduced to a powder by hand pressure when dry. THE RILEY GROUP, INC. J SAMPLING PROCEDURES Following the walkthrough, the inspector collected selected samples of accessible materials identified as suspect asbestos-containing building materials (ACM). Samples were collected by Riley's asbestos building inspector, certified under the EPA AHERA regulation 40 CFR 763, Subpart E (AHERA certification attached in Appendix B). Sampling was consistent with the requirements of NESHAPs and AHERA as well as meeting the requirements set forth by State and local regulatory agencies. QUANTIFICATION Quantities of accessible and/or exposed building materials which were found to contain asbestos were estimated. This estimation was performed by taking approximate measurements in the field. Drywall, joint compound, plasters, and ceiling and floor tiles, were measured in square feet of surface area. Piping insulation (if any) was measured in linear feet. LABORATORY PROCEDURES Method of Analysis Samples were analyzed by an accredited laboratory, specified in Section 3.0 of this report. A chain-of-custody, documenting the possession of the samples from the time they were collected until they have been analyzed and stored, accompanied the materials at all times. All bulk samples were analyzed by Polarized Light Microscopy (PLM) with dispersion staining as described by the method for determination of asbestos in bulk insulation, EP A/600/R-93/116, July 1993. This is a standard method of analysis in optical mineralogy and the currently accepted method for the determination of asbestos in bulk samples. It should be noted that some ACM may not be accurately identified and/or quantified by PLM. As an example, the original fabrication of vinyl floor tiles routinely involved milling of asbestos fibers to extremely small sizes. As a result, these fibers may go undetected under the standard polarized light microscopy method. Transmission Electron Microscopy (TEM) is required for a more definitive analysis of these materials. For bulk samples which are found to contain <I % asbestos, Point Count Analysis as described by the method for the determination of asbestos in accordance with Environmental Protection Agency's (EPA) "Interim Method for Identification of Asbestos in Bulk Insulation Samples" (40 CFR 763, Appendix A, Subpart F), is often utilized. Follow-up Point Count Analysis was not conducted for this project unless specified in Section 3.0 of this report. THE RILEY GROUP, INC. , .,~- CODES AND REGULATIONS - ASBESTOS FEDERAL Federal regulations which govern asbestos abatement work or hauling and disposal of asbestos waste materials include but are not limited to the following: I u.s. Department of Labor, Occupational Safety and Health Administration: Asbestos Regulations Title 29, Part 1910, Section 1001 of the Code of Federal Regulations Final Rule Title 29, Part 1926, Section 1101 of the Code of Federal Regulations t I ( Respiratory Protection Title 29, Part 1910, Section 134 of the Code of Federal Regulations Construction Industrv Title 29, Part 1926, of the Code of Federal Regulations Access to Emplovee Exposure & Medical Records Title 29, Part 1910, Section 20 of the Code of Federal Regulations r Hazard Communication Title 29, Part 1910, Section 1200 of the Code of Federal Regulations Soecifications for Accident Prevention Signs and Tags Title 29, Part 1910, Section 145 of the Code of Federal Regulations Environmental Protection Agency (EP A) including but not limited to: Worker Protection Rule 40 CFR Part 763, Subpart G CPTS 62044, FLR 2843-9 Federal Register, Vol. 50, No. 134,7/12/85 P28530-28540 i t ii~' r Regulation for Asbestos Title 40, Part 61, Subpart A of the Code of Federal Regulations National Emission Standard for Asbestos Title 40, Part 61, Subpart M of the Code of Federal Regulations including NESHAP Revision; Final Rule, Federal Register; Tuesday, November 20, 1990. Asbestos Hazard Emergencv Response Act (AHERA) Regulations 40 CFR 763 Subpart E U.S. Department of Transportation (DOT) including but not limited to: Hazardous Substances: Final Rule Regulation 49 CFR, Parts 171 and 172 Uniform Fire Code: Asbestos Removal UFC Section 87.106, 87.102 Standards which govern asbestos abatement work or hauling and disposal of asbestos waste materials include but are not limited to the follo"'~ng: American National Standards Institute (ANSI) Fundamentals Governing the Design and Operation of Local Exhaust Systems Publication Z9.2-79 Practices for Respiratory Protection Publication Z88.2-80 STATE Washington State Department of Ecology Dangerous Waste Regulations WAC 173-303 Washington Labor & Industries (WISHA, L&I) Asbestos. Tremo1ite. Anthophvllite. and Actinolite WAC 296-62-077 through 07761 Safety Standards for Asbestos Removal and Encapsulation WAC 296-65-001 through 050 Respiratory Protection WAC 296-62-071 through 07121 WISHA Regional Directive - Occupational Exposure to Asbestos WRD 23.10 Apri130, 1997 WISHA Regional Directive - Asbestos-Containing Joint Compound in Wallboard Systems WRD 23.30 December 28, 2000 Local Air Pollution Control Authorities (e.g. Puget Sound Clean Air Agency) . TERRAFoRMA DESIGN GROUP STORM DRAINAGE REPORT WALGREENS #11215 LOCATION: SEC of Front Street (Highway 101) & Washington Street Port Angeles, WA ISSUE DATE: January 11, 2007 PREPARED FOR: SE Grainger Development 845 106th Avenue NE #100 Bellevue, WA 98004 . PREPARED BY: Terraforma Design Group, Inc. 5212 37th Avenue SW Seattle, WA 98126 TDG No. 06034 . TABLE OF CONTENTS 41' CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 52] 2 37TH Avenue SW Seattle W A 98126 phone 206 923.0590 fax 206.9233507 e-mail office(u;terraformadc_~J.gDg[ill1.Q_._~QQJ . il>-A 'Sf "0)t~( {<:Port < C>" . )'.(\ '~:~l ,-. _ ~_" " -... ,-'" , Jt e>;/ \J_~1L ' i" ~""" Trail, '1' ,.;I ",- " , ,si <' -r~"""","'" ' _ .!'~' , , "'::/ ~ <'<'~ ,~, , '~~ ~ ~ <-"i'-. € _ '._ -....~ .,,"" <~c:.. ):c (101, 0"" ('''I'; <' ~ t;- "', ,"<" tGl Jj ~ cf'" ('? Sf ,~ ~ <Y '" , " '~W.h...... ~ '", ~" ",Iii" '" --1'0' "<' <' ","' '" <' ' '<' ~ d'~ (' '" ~ ' ~ ('A~Jt ""~ ^ ~ "r"" of ~U) vi .l.......... J'J'(';j s;. "" -, St '\ I!y,. #' l ~Lil:JI'ld.... _ .fl.' 6'/Ij ^ ''''s, ~ '" VICINITY MAP '.;. (.~;;f- ;;,,';~'.~ (> ./., ~ SCALE: N,lS. . , t . TABLE OF CONTENTS I. Project Overview II. Plot Plan III. Preliminary Conditions Summary IV. Off-Site Analysis V. Storm Drainage Design VI. Special Reports & Studies VII. Basin and Community Planning Areas VIII. Other Permits IX. Erosion and Sediment Control Plan X. Bond Quantities Worksheet, . Detention Facility Summary Sheet and Declaration of Covenant XI. Maintenance and Operations Manual Appendix A - Appendix B - Appendix C - Operations and Maintenance Manual Geotechnical Engineering Report Civil Plans . I 1- 3 I':;; IS IS IS 15 IS " Lt.. . . . I. PROJECT OVERVIEW The proposed development consists of a Walgreens drugstore on a 0.82 acre site. The site consists of 2 parcels and is located at the southwest corner of Front Street (Highway 101) and Washington Street. The development will consist of a new building associated paving, utilities, landscaping and roadway I alley improvements. The storm system will be designed to comply with the current City of Port Angeles drainage standards as defined in Chapter 5 and 6 of the City Urban Services Standards and Guidelines. Storm drainage flow control and basic water quality measures will be required. According to Section 5.020 of the City Standards, since the site drains to a City "Stormwater Conveyance System", stormwater flow control shall be designed to a 25-year design storm event. The existing site consists of a 0.33 acre retail building and parking lot that is 100% impervious and a 0.49 acre vacant lot covered with grasses. Grades slope at about 2% to the north and discharge to the Front Street storm system. The existing subsoils are primarily loose siltly sand with gravel over varying zones of silt, clay and silty sand. Groundwater depths varied from 6 to 11 foot depth. II. PLOT PLAN See Appendix C - Civil Plans. III. PRELIMINARY CONDITIONS SUMMARY The development shall comply with the following 8 Minimum Requirements: Minimum Requirement #1 - Erosion and Sediment Control Proposed erosion control BMP's shall consist of a rock construction entrance, silt fencing, sediment pond and soil stabilization measures. Minimum Requirement #2 - Preservation of Natural Drainaqe Svstems The existing site discharges to Front Street via sheet drainage and conveyance lines. The proposed drainage system is designed to tie directly into the Front Street storm system via a new 12" lateral and manhole in Front Street. Minimum Requirement #3 - Source Control of Pollution The commercial retail development will be a very low risk pollution generator. Commercial retail BMP's will be applicable. Minimum Requirement #4 - Runoff Treatment BMP's Runoff treatment is via a Stormceptor treatment manhole, sized to treat up to the 2-year storm. I . . . Minimum Requirement #5 - Streambank Erosion Control Storm drainage flow control will be required. According to Section 5.020 of the City Standards, since the site drains to a City "Stormwater Conveyance System", stormwater flow control shall be designed to a 25-year design storm event. Minimum Requirement #6 - Wetlands We do not know of any local wetlands. Minimum Requirement #7 - Water Quality Sensitive Areas We do not know of any local water quality sensitive areas. Minimum Requirement #8 - Off-Site Anaiysis and Mitiqation The on-site drainage will be designed to connect to the 18" storm drain within Front Street. This drainage flow to the west and ultimateiy discharges to Puget Sound. We do not know of any drainage problems associated with this system. Minimum Requirement #9 - Basin Planninq Not applicable. Minimum Requirement #10 - Operation and Maintenance Operation and maintenance requirements are provided within Appendix A. Minimum Requirement #11 - Financial Liability Bonding for sitework shall be provided as required by the City. IV. OFF-SITE ANALYSIS The on-site drainage will be designed to connect to the 18" storm drain within Front Street. This drainage flow to the west and ultimately discharges to Puget Sound. We do not know of any drainage problems associated with this system. 1.. . V. STORM DRAINAGE DESIGN Storm drainage flow control will be required. According to Section 5.020 of the City Standards, since the site drains to a City "Stormwater Conveyance System", stormwater flow control shall be designed to a 25-year design storm event. Per discussions with the City, the detention system must be designed such that the site discharge does not exceed the existing conditions for the 25-year storm. The allowable discharge rate will account for the fact that the existing conditions include 0.33 acres of impervious roof and pavement area. As provided within the attached calculations, the roof runoff will discharge undetained to the Front Street storm system. The pavement and landscape runoff will be detained such that the cumulative site discharge does not exceed the existing conditions. The existing City alley property south of the site currently drains to Washington Street, which drains to Front Street. The development proposes to regrade the alley to sheet drain into the site. As a result, additional runoff flows must be accounted for by the on-site collection system. The on-site detention system discharge rate will be increased to account for this additional drainage, but no change to the required detention volumes warranted. Runoff treatment of the pavement and landscape areas is provided via a Stormceptor treatment manhole, sized to treat up to the 2-year storm. The treatment calculations account for the additional offsite flows from the City alley. The conveyance pipes have been sized to accommodate the 25yr ! 24hr storm event. . See attached basin maps and calculations. . ~ EXISTING CONDITIONS: Agrass= 0.49 ac, CN=89 Apaving,roof= 0.33 Ge, CN=98 AolleVDovina- 0.09 ac CN-98 Atatal- 0.91 ac I .c.=..c.c..= c c..=... - =C_~=_c~_= '.C=.CCC.__c~ -c,=L f I :-~---'------"'r-'--'--'-'- _'..n... -.. - -1--. --..."---- r ..r------------------.._;u --..----,'....--------.....-----------------.---- . ----...'T ------..-- 0-_" .., f I l..~~~.~w__~~_J...~~.~_~~W~&~~~~~_~~JL*~w*w~"..i..~.~~~____~."_~ ____~~~JL__~__M..__W.W________~"~_~~~~~_~~M ~~~w~_._~~____.u ~~~~____~ ~ J -=__~-=~~_~=~-=~=~=~~___~~-~---->I, -- --I - -----~__ FRONT STREET II I -I , 18 ,a::: f- I~ f- e) Z I (f) <( S ::~::~::={_.~~:~_~:~:z.:.~_~~_::_~._~.-_~~~~~~~~~~~~~~~,~~-~~~_~_~~~_:~~:::~:~:::~~=,=.~_~_~~=.~~~.r::l~==~~~_~~::::~~::=====~~,::::~.*-~~~~_=:_~_::_:_-_-_=~.~J~"\ ~~-:~ ~-~.-::T-f--.----:,il .....~.~-~;;.o;..v, - u - - - ex. paving"--=---i'-'.l (1-:;:1 i rm''''TC'''''''T'''''''''" ""'] I i !:. 1 ,: 'u\,~c,.:] : " \ : I ~: ei-. :~ : J:I:, : i \ t~U.':'llJJ-U..LL.:..Lt ~1 i i J :: ~ I : r-.------' .\. ~: =l : ! I r, _____n: ;;j n.llJ":J..L:"'U..LL:"':"'l.':'':':] j I : ~:--,~) i I ; e' q\Oss ---,I) 1"1 J I /1 ::::::Jj i-I: I ~Ji i it- -~-- ....... )~I e' ~O",0q ::::Jr1! j I )' , . _' I Ii: _~__m_ ' - L ,_ _ __".-_ c _ L.V' ------~E'\7....--t-- ---.....___~x pavc~L_~_~___....__ -_______--=~----~ ~--~m___ 'I;;;:;;_;:::~s..-.d---' -1--' '-:~~r----"'~-----;+~'!~~'~~;::~~~~.,:;::"..:: ~:~--.( C'~: -, I ~~~~~:E :: Ii r---T : E :-, :! I !I: I:!~ ~1~ : I I' L_nJ. ,- _ Ii ,: I: I : ,; I I fIfinnnTrnnlTi[D r- _~ r= :~ ,..- ---j ~~ =3 LGREENS PORT ANGELES DRAINAGE BASIN MAP EXISTING CONDITIONS by: Pedro DeGuzman, PE Terrafarma Design Group, Inc. DATE 12/1/06 ~""'~--~---- //, f-~ . , , , : ! ti I: l! I.::" , ' : ! :._) I' , t~~ j! : ! ~): : , " , ,"..~...I. a , I 5a I inch 50 ft. if . DEVELOPED CONDITIONS: Aroof~ 0.34 oc, CN~98 Alandscape~ 0.02 ac, CN~89 Apavin9~ 0.46 ac, CN~98 Aallevoovin(]::: 0.09 ac CN=98 Atatal~ 0.91 ac ---------- ----- ------_ _ _ _ __J " , "._--_.--~-~-----' , : , , ,---- ------y---- ----------- -1----- -- r- r --------- ---- - 1-------- ~---- .."-------.----.---------...-~-'---.-...----I------'u.---r--------" : I c::=-~C":c-'cc-cr-:.c~c:uc~cccc:-~::':-cc=-:-"~--cc,-cc-:--:-_-c:c-,-~:.",-: ':-:-C:-:'~ : ----.:.. _ I FRONT STREET : ' I ~.j j ~ ......" ~ '-....'-'-............-'-'-'-'-'-........1: ..: ~ ;, 'I-' i ,.....!, - , - / i t: 1:j: I Cf) i ! L__...m I L -- 1- t ~Lll..L':J.l...:":"':'LL din : Z h,., .i i......:.:.:.:/:,: l>k~ ^~,~~ ~. I WALGREENS 0 J ..~~ I' ~ r~ I --I-~'~.. --- I.. I .~ Z :i, i -...--i----- ~~ - f I: I i I~. I ~....~ : 'Cf): ==:... j -~~~nrr-E\-'- ~__.EPa:!l~9.~=.~...m=-=.~ p _. _ ._n~~~. ._, .~t-\LL 1_ --- ;.---7---------- ~-.~...-.--r;;;;;;;;;.~:o;;=''''.... "<~ ~.>F : 1:"""""""'" " ."""", ';; I r---T t:__ : n ~- I , , l...!j "'1 I , I , , [ , I , p=rrnillTrrn1TliTTD ~: :j ~~ ~~ 1- a , I sa I inch 50 ft. LGREENS PORT ANGELES DRAINAGE BASIN MAP DEVELOPED CONDITIONS by: Pedro DeGuzman, PE T erroformo Design Group, Ine. DA TE: 12/1/06 s . . . FUEL CANOPY / CAR WASH HYDRO GRAPH DATA Project Name: WALGREENS #11215 - PORT ANGELES I By: IPAD Project Number: 06034 I Date 11/1/2006 DRAINAGE CRITERIA: City of Port Angeles Storm Code - May 2006 RAINFALL METHOD: Santa Barbara Unit Hydrograph (SBUH) Step 1) Site Data 1) General characteristics: Basin Development type Size (ac.) Location Detention/Retention 2) Precipitation (24hr): 3) Pre-developed characteristics: PelVious acres forest pasture lawn Impervious acres pavement I roof Time of concentration: (6.0 minutes min.) 3) Developed characteristics: Pervious acres forest pasture fawn Impervious acres: roof onsite paving alleu paving Time of concentration: Step 2) HvdroQraph Results 1) Pre-developed site discarges: A Soil type clay, silt, silty sand commercial Soil Group D 0.91 Existing surface paving/landsc Port Angeles Sensitive areas no Detention bypass flows no 6-mo 1.34 in 2-yr 2.10 in 25-yr 3.90 in 0.49 acres n/ajacres nfa acres 0.49 acres 0.42 acres 0.421 acres I'"'' ,"::~re ""'I 0.02 acres o.oolacres 0.00 acres 0.02 acres 0.89 acres 0.34lacres 0.46 acres 0.09 acres use 6.0 minutes ""'",~11 CN = CN = CN = CN = CN = CN = CN = CN = CN = ~- -- 89 CN = 198 slope(ft/ft) 002501 "n/k" value 0151 time (min) 14.6 total = 14.6 ~- n 90 ~8 98 98 Exist. runoff, 2-yr Exist. runoff, 10-yr 0.32!cfS 0.70 cfs Slep 31 Developed slormwaler discharQe criteria PROVIDE FLOW CONTROL TO RESTRICT DEVELOPED DISCHARGE TO EXISTING CONDITIONS FOR THE 25-YR STORM EVENT. ROOF RUNOFF TO BYPASS STORM DETENTION FACILITY. DETENTION DISCHARGE = EXISTING CONDITIONS - ROOF BYPASS = 0.70 - 0.30 = 0.40 CFS to STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN . Table III-l.3 (Published by SCS in 1982) an use or Type lA ral.nfal l.strl. utl.on, - our s orm ura l.on. LAND USE DESCRIPTION CURVE NUMBERS BY HYDROLOGIC SOIL GROUP A B C D Cultivated land(l): winter condition 86 91 94 G5) Mountain open areas: low growing brush & grasslands 74 82 89 92 Meadow or pasture: 65 78 85 ~ Wood or forest land: undisturbed 42 64 76 81 Wood or forest land: young second growth or brush 55 72 81 86 Orchard: with cover crop 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries, landscaping. Good condition: grass cover on >75% of the 68 80 86 90 area @ Fair condition: grass cover on 50-75% of 77 85 90 the area Gravel roads & parking lots: 76 85 89 91 Dirt roads & parking lots: 72 82 87 89 Impervious surfaces, pavement, roofs etc. 98 98 98 @ Open water bodies: lakes, wetlands, ponds etc. 100 100 100 100 Single family residential (2) : Dwelling Unit/Gross Acre %Irnpervious(3) Separate curve number 1.0 DU/GA 15 shall be selected for 1.5 DU/GA 20 pervious & impervious 2.0 DU/GA 25 portions of the site 2.5 DU/GA 30 or basin 3.0 DU/GA 34 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DU/GA 50 6.0 DU/GA 52 6.5 DU/GA 54 7.0 DU/GA 56 PUD' 8, condos, apartments, %impervious commercial businesses & must be industrial areas computed 1 d f SCS Western Washington Runoff Curve Numbers Runoff curve numbers for selected agricultural, suburban and urban 1 d' 'b 24 h t d t' ( 1) For a more detailed description of agricultural land use curve numbers refer to National Engineering Handbook, Sec. 4, Hydrology, Chapter 9, August 1972. Assumes roof and driveway runoff is directed into street/storm system. The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers. .2) (3 ) 1II-1-12 FEBRUARY, 1992 "1 . . . PROJECT: 06034- WALGREENS, PORT ANGELES DRAINAGE BASIN HYDROGRAPH DATA . Calculations based upon SBUH used Stormshed software EXISTING CONDITIONS EX Event Summary 1[~~e-;;tJ[~~~k~9:I~f~)JI~i~k:!thr-~[8yd.1oj~l~r~a~j" l~e~h_o~JI~ai~lYi~:1 il 6 mo U 01676 II. 8.00) 0.0599 :[ 0.9100] SCS :[TYPE1AI :12 year :j0:3193 --r--S:OO-r.O 1108 lro.-910oTSCS-ITYPE1 A i il?Ixea6C07037 .::::I~8.00"""""-' r ....oI:lo..o~.....r 0 .9100 _~-c~-:rTYP~~~1 Record Id: EX il~~!ii!!n~et~~d .. [11:fy'~I.ntv 'I _______ ,IF'e,,,i:,us Area IIf'er\'~~us~r-I ilPervious TC :1 . [1-' . ........ Descriptio~--".'-- I C,,==-.,--. I [f~!J[---.-~. . 'r:i~sEr~ptioJ';---'-J..- .--.".:IL;~ JI~i~~e iCoeii:IMis_~T TT ,i~.t:.~~t .H~J;Ort;;ra;;~~ss and law.n.?:: O~:~ViOU'~ TC/11:l_20Q ftJ~50%lo:1500 12~1o~~~~4m~~nl -. - ... ... . ..- ... . .. . '.C.... .... ._.. ..... .!!.. .~ I Directly Connected CN Calc II il. . . [)escriptiOI1----.----T--.-S~.~A~Ela . .--T-.S~bcn ..... II r---=- :E~~;~~L_ r~:~~~-:::=] .._..._.~~c::omposite~~N (A~~_2)_ ...__. ..........._____ ' .9800. ............1' "nn..'.'....,...__...._.".._.._,__ _,_....___...._.. __.___._.____ ..__..._.._.........._...__.__ ............___.____...,......_.._______.............,." [I ..... Directly' Connected T~Calc--- ---.-----.1 . ,[}yp~ :1.__[)eSCripti()n.. ........ ..r1-"~JTS~TC~efCT-MiSc...I-l;T----! IFixedIROOFs, PAVING I 1600 ;:;;;;;-- ..il===-===:.:==~. :.J:1~ltlxs~.~necte~!c _____~;..~----=.:=:::..=C~E~~ln:1 I S~~_._J!3~in!alltYpe ... . . m I -I _JOQ()-'11ln IIPea~in!!Factor -"J(c_~EO~A =1 . ~039a-c--l~~~:actio.~oef~ . u---.l---.o~*~~---.I --~--~J . .~9_'_02...--'[i5CCN-.-..------T-__9800..-- I 14.64 min JDC rcl 6.00 min Pervious CN Calc T'.". .. .......-.. SubArea ..........-.--. ". i --,--.-......-..--.-.-....--.-- ,.,._, d 0.49 ac --.----.^^ ---_..~._----_.- ~._----_.- ,-- ... ... .....___..~~~vi()u~S~rl1g~:'t~dS~.5~~_Cc~L. . .. ... .._._ ---.-. _._- -- GRASS Pervious TC Calc ~ Terraforma Design Group, Inc. PROJECT: 06034- WALGREENS, PORT ANGELES . DEVELOPED CONDITIONS - ROOF DISCHARGE DIRECT TO CITY SYSTEM DEV-ROOF Event Summary i:E;~~t ~e~~:<i(~f~irP~~k~(h;s)'I~;iV~I(;~;t\I~;~;_(;lfl~~~h~i~~in;pe_1 l,tmo! 0.0~~.rr_~~~_rl,_?~1.6. ~r 0.3...~.~~II'_~~rl~~EIA..'1 i 2 year i 0.1592 8.00 .0.0530 j 03400. SCS TYPElA I 125:year i, ... 03039,J:~:800_.r ._..?i~40._[?,1:400[S~S=r!,YPEI~] *' 1l...,;,;>F- (LVt>J<.l/'f' Ihl(l::;lJt5 oe,v'.JTloJl0 Record Id: DEV-ROOF $ '1S Ie"'" , Method Coeff TYPEIA 484.00 020 Factor Area 0.34 ac CN TC 9800 6.00 min . DC CN Description ROOF Description PA VING TT mlll 6.00min . Terraforma Design Group, Inc, J PRO.JECT: 06034- WALGREENS, PORT ANGELES . DEVELOPED CONDITIONS - PAVING & LANDSCAPE DISCHARGE TO DETENTION SYSTEM . . DEV-PAVING-LSC Event Summary r----"--"" ""'m'"",," ... __ :.._._ _'_"M~__' .M..MM"'_~W""'.,".._..__,_ _''''-'_,'''.___ _m____.~..~,.^._. ". " .." ......... _". _.... ,,_, l~v~~t:~~(~:f~}]f~E~~~~~:~~e;7~;~I:(~17~~~~~..1 :1-2-Y';87'1-026-42-1. .. 800-1- _0.0880-:lo.5700[scs'ITYPE1A! 'I~~!:~! 1_~5_021-]___~~~~~~~~r-_9~7~_3-T05i~9~_[~~~ ITY~~~~J _. __.. _ .m_____ Record Id: DEV-PAVING-LSC iIC'=C==~=="'- -J-----Scs-----:IRainfalitype -. - - -----I-TYPEiA 11~;~i;~i~Meth_od__. .1--10_00 min - .-lIPeaki~gFact~~------- --1----484-0-6---- ir---------T-----------ilAb;lra~tion Coeff -----T------ 0.20 ----I IIPeiVi~~~~~!:~_~=-~------II-:-]l()~~c:=-::-JI~c~A-:-------=--...- ------ -.. 1--0558C .-.---1 'I r--- ~ - ----------'r-- 98_00i ! Pervi()us CN . J_ .. _9200j[)CCNI :I~-""i~us~t::___ uIC~~o min HDC!_C _.._.....__...._...__._._----T---6-:Oo mi;;--- :C~ ---- Pe~i;;-U;-CN Calc- --.c==:C=:C:--=~=:C_~_:~11 ;.~~:~t~o~~E~k1~~~~~-~~"~-11 I. ___'c__~_____ -.-------;~~i~uS TC 6~,~--:=:c-===:='--=,,:=--:c::=="~:':~:11 '-~:r~pe:r:_=- Description--=-LLe_n\llh ... i Slope!" C()l!ff--MisC--r----:rr---:/ IFixed ~ILANDSCAPING 1 1600 min -- I I..... _ .m_________~~r~i~~~T~~_=-~_ ._~-~--------r600m~- r i[=--=:---.'. 1 1 r::-==-- .. .. _._--_._------,,_._~------- - [-- --- ..---- ..----Directly Co~-ne~tedTC Cal~----- ....._..u ........1 1 -Type I Description' ... . rL~~~;h.. 'I--si~pe 'I -Coeff 'I Misc I TT -I, .CI~~d~::-J~~~::-:=::----DirJcll:~~ct;~T~:_:.-.:- _m----_ .............. ....--~J6- 00 6m~~~ln --J j Directly Connected CN Calc .. ...........-,.-.-.-.-------------~-,._-.-,--- --------.--........-- r-.~--.----.,..,.-----------.-.-m..'.-.. De.scripti."r1... .....m. _ . _ _ i S,:,bArea -._.____...._,___",____.. __ _..........___.n._....__. , i Sub cn I 98.00 r------- -- --I I 98_00 - u_ r- . 98-00 -- -_______________J ONSITE PAVING i 0.46 ac ----------.--- -----------r--- ------------ ALLEY PAVING I 0_09 ac __._n.._.___...... _____ ,_.._................. ....__._ _____.____.___.____.__.._________._.......___ 'uu [lC. C.omp.o~i~ed <:;.r:' {Afv1<:;21_ .... JO Terraforma Design Group, Inc_ PROJECT: 06034- WALGREENS, PORT ANGELES . FLOW CONTROL ROUTING CALCULATIONS * Calculations based upon SBUH used Stormshed software PRECIPITATION DATA: [~~-El~JIPr~~i,,'(in); 116 mo '1134150-- '.r--.------.-. "r=-. ..u". n. "~- ! 2uYElflrj 2.1000 , ~--I---.---- iI25:Yne<3~n~~222== .. DETENTION TANK STORAGE DATA: Record Id: TANK . ---=--= ~.. .....::...........:......-_ -----..:-=---------1 lDescnp _ JIP..rototype Record [Increment iO.1 0 It I 'IStartEL IIWO~OOOO" ~ 1M"," _ 1"3 0000 "I '1~1.a_meter! 3~OQO ft INum 11 n :ILe~Qth j?Q:QO ft_ ISlop_e, __ JQ.QQ!'" _ ilonNode ,I IUpNode I . DETENTION TANK DISCHARGE DATA: Record Id: ORIFICE !Ioescrip: }Prototype Structurei/lncrement 10.10 ft ilSiarinET ' 'j liooioooonfinn" [Max-EI~--"'-li'05;OOOO fti ,Iorifc.oeff ,"/062 '~-' ., i~~v;e~tOrifET lo~oo-'n [ILowest Oiami!3.000 in fOist to next [0.0000 ft ROUTING RESULTS: Using Santa Barbara Urban Hydrograph Method: Startoflive storage 100.0000ft ilEvent ![MalCh--Q (cfs)..lp~'CUc:fs)Jlp~~:s~!!Jft)!fV.illCJBlvOI (acft)!ITimeto Empty'i ,[25 yea~! 04000 I 0.3737 111023408 !f354.96 iIO~081-i243'3n-: ~__':..::::::::::='_' _..__..m_..._... __'~" j.. ...."..~,~..:..;:;~;;;::.:~..:......-=-~_=.._.__._.. __. l"..._;______;:.,;:~_.__ .....-.-: . CONCLUSION: Developed flow rate restricted to less than existing conditions for 25-yr storm. Use 60 If x 36-in diameter detention tank, Terraforma Design Group, Inc. II . . . ,-- , i Rinke/ ~ . OU ~E ~'" .~ ..c c u 0_ > 0 " Grade Adjuslers To~ I Sui! Finished Grade "- ~--_. 8" T I IE" 87.50 (10'OUT) 118' ~----t> 40" Min. ~---~----l , Hydro C:oncl1ji!. DIvision STC 450i Precast Concrete Stormceptor" (450 U.S. Gallon Capacity) CoverandGrale \ \ RIM=97.20 i . , ___~_L .cd ..- ~.</////////a4J~ 5" "T I 4'00,llel 12"01nlel' Riser Pipe Down Pipe 48"0Removable} 8" , --I ~ 8" .' .- I Section Thru Chamber & I MAX. TREATMENT CAPACITY ~ 0.28 CFS I Q p4l1i^1 -2.'1< '" (O(\S;~ tdl~ ) D.2A", cFs (Ok/ IE= 87.60 (10"IN) 4'0 PVC Pipe _ Cleanout/VentPipe \ Insert Dome & Tee Herej (Tee Opening to Face Side Wall) Plan View CB #4 - STORM TREATMENT SDMH SCALE: N.TS ,Z- . DEVELOPED CONDITIONS: Aroof= 0.34 oc CN=98 Alondscope= 0.02 oc, CN-89 Apovin9= 0.46 oc, CN=98 Aalle\t1Jovina- 0.09 ac CN-98 Atotol- 0.91 oc I ____________________________J , I -----.-.-~-==~=---==_.-~ - - --z==~'~~'::i~~~~~12~-=--= ~.._====:"===~.-=======--- __======================~==========~=======:J) f ~'~"---o'~'~'~'~':"'~'T~~~..~..:~LI::~~~:~.~.:':'~~~'''':''''~--'''~~;;;;~;:':':':-::~::::':':'''~..~---.:.:.~ }.._.._.~J - r -j . ... .. )-0 FRONT STREET T :::::::'=::::.::::::.r+._:.:_:.____::.;..~:._~:_:~:~~~~:~~~~~jii::::::::::::::::~.-TT::=~:;.::=~:~:::;:::::::::::::::::'::"-'-'J:~1 'i'...o j ~ ,--4, r-,riiiiiTirr,ni": . , rrr::::::/:~:F I ~)l ! ITB, i I 1..:..:..:...:..LLLL..LU_1.l11:_. ,<, I -: ~ I;~ c_ C>I_J 'IIi I ~: : ( :j , 0" .~";:;~:: ~l}:1 i , . ~[~~~ i I I CD- : :~.._- i:, :~;mJ = /-12": --, .......*~~~M~~* ,";, / I ,-- .... '_ V-, -:-; , ! : . ! I-H ~i 0:::1 1-1 ifJi :z r~J 01: ~r ~! I I ~ t" j I i I ., I 0: : \ " - ~ "". ~ ' : ___ l """ .....~~ IT '(,n"''-'I tl> ~- - - - -~Q/ 'l'i~~1 I -:-;-"-r;;;;;;;;;;..;.~~JIq.f--- r---"T ! II , , : :1 I II L___J. j f..------/ , <.--------- " '", IJ ~, " , Ii I o;~=~="'..J: J , _"'"__.____ / _ L eALGREENS PORT ANGELES , . . , , i i : , I . , i i i i i \~ --r -(--- \ --T _..._~....._~. " i ---------~~ ------r~ ~~~,_n :::=n'~~~::,_ --- ----- r]l] ,,- ':J,' ...~~. -------- ,~---~~---- -_.,..."------~..._-_. ~ ~ _ --=---,,~L _-~_--;;- __-\ -f-,Jt: ,,' ,TTTTI"'I"r., '=--f e. ':,13a.:- 0,1.-'0",,- E O.o'bc..c. 1 ~rnir1iTrnnr1Ti[n ,- -~ E= =i t: :3 I DRAINAGE BASIN MAP CONVEYANCE by: Pedro DeGuzman, PE T erraforma Design Group, Inc. DA TE 1/1/07 inch 50 It. V~ . . . CONVEYANCE SYSTEM DESIGN Project Name: WALGREENS - PORT ANGELES I By IPAD. Project Number: 06034 I Date: 11/1/07 DRAINAGE CRITERIA: CITY OF PORT ANGELES RAINFALL METHOD: Rational Method I DESIGN STORM: 25 YR /24HR I P(in) =1 3.9 aR=12.66 bR=I065 iR = aR * Tc^(-bR) and I = P * iR FROM TO A C CA CAtct Tc I 0 DIA n s Of Vf a/Of ROOF CB17 0.31 0.90 0.28 0.28 6.3 3.1 0.87 8 0.012 0.0100 1.33 3.8 0.66 ROOF CB17 000 0.90 0.00 0.28 6.3 3.1 0.87 8 0.012 0.0100 1.33 3.8 0.66 CB7 CB6 0.12 0.90 0.11 0.11 6.3 3.1 0.34 8 0.012 0.0070 1.11 3.1 0.31 CB6 CB5 0.00 0.90 0.00 0.11 6.3 3.1 0.34 8 0.012 0.0100 1.33 3.8 0.26 CB13 CB12 0.08 0.90 0.07 0.07 6.3 3.1 0.23 8 0.012 0.0070 1.11 3.1 0.20 CB12 CB11 0.00 0.90 0.00 0.07 6.3 3.1 0.23 8 0.012 0.0070 1.11 3.1 0.20 CB11 CB10 0.08 0.90 0.07 0.14 6.3 3.1 0.45 8 0.012 0.0070 111 3.1 0.41 CB10 CB9 0.00 0.90 0.00 0.14 6.3 3.1 0.45 8 0.012 0.0070 1.11 3.1 0.41 CB9 CB8 0.02 0.90 0.02 0.16 6.3 3.1 0.51 8 0.012 0.0070 1.11 3.1 0.46 CB8 CB5 0.28 0.90 0.25 0.41 6.3 3.1 1.30 8 0.012 0.0180 178 5.1 0.73 CB5 CB4 0.00 0.90 0.00 0.52 6.3 3.1 1.64 10 0.012 0.0200 3.40 6.2 048 CB4 CB3 000 0.90 0.00 0.52 6.3 3.1 1.64 10 0.012 0.2000 10.74 19.5 0.15 CB2 CB1 0.00 0.90 000 0.52 6.3 3.1 1.64 12 0012 0.0060 303 3.8 0.54 PIPE DIA. (FT) = 12 SLOPE (FT/FT) = 0.005 N = 0.012 Q=149XAXR^2/3XS^1/2/N = 2.76 CFS O/Of < 1.0 <OK> - -c.. 06034-STORM.xls,CONVEY . VI. SPECIAL REPORTS AND STUDIES No special reports or studies have been requested by the City or provided by the developer. VII. BASIN AND COMMUNITY PLANNING AREAS We do not know of any applicable basin or community planning areas. VIII. OTHER PERMITS Not Applicable. IX. EROSION SEDIMENT CONTROL PLAN Proposed erosion control BMP's shall consist of a rock construction entrance, silt fencing, sediment pond and soil stabilization measures. Additional erosion control measures will be required as necessary to ensure that sediment-laden runoff is not discharged to adjacent properties. X. BOND QUANTITIES, FACILITY SUMMARIES AND DECLARATION OF COVENANT . Bond Quantities Worksheet will be provided if required by the City. Detention Facility Summary will be provided if required by the City. Declaration of Covenant will be provided if required by the City. XI. OPERATIONS AND MAINTENANCE MANUAL See Appendix A - Operations and Maintenance Manual. . 1'7 . SEDIMENT TRAP DESIGN Project Name: Project Number: DRAINAGE CRITERIA: RAINFAll METHOD: WAlGREENS - PORT ANGELES 06034 City of Port Angeles Santa Barbara Unit Hydrograph (SBUH) Step 1} Required Sediment Trap Surface Area Tributary area = 0.92 ac 02 = 0.35 ds 025 = 0.76 ds H = Storage depth = 2 ft Z = Sideslope = 3 ftlft T = Dewatering time = 24 hr G = Gravity = 32.2 ftls^2 As = Req'd suriace area = 02 ' 2080 sf/cfs = Step 2) Provided Sediment Trap Surface Area Provided trap dimensions: width (ft) 12 24 30 bottom = water surface = top = Step 3} Emerqencv Overflow Spillwav . ho = Overflow depth = . 0.25 ft Lo = Bottom width = (01 00/(3.21'ho^1.5)) - 2.4'ho 1.3 ft, USE Provide: 6" min. freeboard; 2.0' min. bottom width 06034-STORMxIS.SEDIMENT TRAP 728 sf lenqth (ft) 20 32 38 6.0 FT By: PAD. Date: 1/11/07 AREA= 768 sf, OKI 110 PROJECT: 06034- WALGREENS, PORT ANGELES . EROSION CONTROL CONDITION Note: Site Area = 0.92 acres (includes alley) ERO Event Summary !IE;;e;;t1IPe~EQ(~f~ijIPe~-k-j'3hr~jrH}'d~~(;;clii]IA;:e~(~~jl~lhod IR~in~i~p;;1 I 6 mo 'I 018181 8,01 1fJ:0599 I 0,9200 I SCS I TYPE1A-i 12y;;~rT 03507 ",'801 I 01i37 )09200scsl1'YPEiA! '125 year'lo.7563-~i-80i-T-(i2475 --I 09200-1 SCS I1'Y[:;Ei;;:! ".n..n..____._.__., ________.._..'__ .:_...~.,__...........:~..;:...:;._.__=_::_::::.~..:.::..::...::=::::.::.;~~_.;,:'_::.:.::::;::=:..~___.;.~:.._.:=..;.___...____.:_,,_:.-....:...:....--:...____..! Record Id: ERO 'ID~;;~M..-thod---------I-----sCS---[Rainfall type- -----T'-TYPE1A '-I 'I ---- [Peak----T--. 4840-0---' : I:l}'.dj;!,,:... _ ' - __1 o ()ominjJJj-- Pe.a~n[~a~tor'-- II tlAbstraction Coeff 'I 0,20 i~r:'i~ll~.t\!!<1 , ,,0,92 acifDCI~.~..:------.-----T- 0,00 ac 'I 'I --------------------,I-~---------- I ~.!l.r:'i~~~~_._.ll.4:()0.__iDE~~___ _ _ _ ,_, , ' ,_ 000 , , . EXPOSED SOILS _~~~___ _____. 9400 1_-_-- ____,_____________ Perviou~~~"O'';'1~o~~_~_~.~N (AMC 2 ) ",---,--,--,,-,_._,._- _ ,__, _,,___ _"._.___ 94,00. _" J 1 rii1'y;e~~- -. Descri~ti7erviousT~~aICiLengTh -lsl:elcoe~fTMi~~ l=i1'~-~1 IF~ed {Cultiv<:ted S..o.il wi residue cOv;;;:-(~;.20~}T__=:T_ _.___--=_:.:~~~: ~6~0~min:.11 ) PervIous TC I 6_00 min i -------.. ----.--'.---------,,~_._----~.~----,~..._.."~.__-! ~~~o;r~:;,~.T~;"I;.~~~i~1 I ..Directly.Connected T~ __~___~_~.Cl..rTl."'_Jj Licensed to, Terraforma Design Group LLC . /7 Terraforma Design Group, Inc, . APPENDIX A - OPERATIONS AND MAINTENANCE MANUAL . . . . . No.3 - Closed Detention Systems (TanksNaults) Maintenance Defect Conditions When Maintenance is Needed Results Expected Component When Maintenanco'is Performed Storage Area Plugged Air Vents One-half of the cross section of a vent is Vents open and blocked at any point or the vent is damaged. functioning. Debris and Sediment Accumuiated sediment depth exceeds 10% All sediment and of the diameter of the storage area for 1/2 debris removed from length of storage vault or any point depth storage area. exceeds 15% of diameter. (Example: 72-inch storage tank would require cleaning when sediment reaches depth of 7 inches for more than 1/2 length of tank.) Joints Between Any openings or voids allowing material to All joint between Tank/Pipe Section be transported into facility. tank/pipe sections are seaied. (Will require engineering analysis to determine structural stability). Tank Pipe Bent Out Any part of tank/pipe is bent out of shape Tank/pipe repaired or of Shape more than 10% of its design shape. (Review replaced to design. required by engineer to determine structural stability). Vault Structure Cracks wider than 1/2-lnch and any Vault replaced or Inciudes Cracks In evidence of soil particles entering the repaired to design Wall, Bottom, structure through the cracks, or specifications and is Damage to Frame maintenance/Inspection personnel structurally sound. and/or Top Slab determines that the vault is not structurally sound. Cracks wider than 1/2-inch at the joint of any No cracks more than inleVoutlet pipe or any evidence of soil 1/4-inch wide at the particies entering the vault through the walls. joint of the inleVoutlet pipe. Manhole Cover Not in Place Cover is missing or only partially in place. Manhole is closed. Any open manhole requires maintenance. locking Mechanism Mechanism cannot be opened by one Mechanism opens Not Working maintenance person with proper tools. Bolts with proper tools. into frame have less than 1/2 inch of thread (may not apply to self-locking lids). Cover Difficult to One maintenance person cannot remove lid Cover can be Remove after applying normal lifting pressure. Intent removed and is to keep cover from sealing off access to reinstalled by one maintenance. maintenance person. ladder Rungs Unsafe ladder is unsafe due to missing rungs, ladder meets design misalignment, not securely attached to standards. Allows structure wall, rust, or cracks. maintenance person safe access. Catch Basins See "Catch Basins" See "Catch Basins" (No.5). See "Catch Basins" (No.5) (No.5). 4-34 \/nhlrna II _ O",.,,..H T..,.,....f......,.....f D.ln~ ~ -~ . --~. . ".._-----' . ..../. No.4 - Control Structure/Flow Restrictor /Maintenanc~r" 'Oefect '1' ~,Condltion When Maintenance.isNeeded' . YResiHts;Expected' ')c:omponent~,. 'When;Mailltenance , /"j .' .' '. ij;Ptiifonned . General Trash and Debris Material exceeds 25% of sump depth or 1 Control structure (Includes Sediment) foot below orifice plate. orifice is not blocked. All trash and debris removed. Structural Damage Stnucture is not securely attached to Structure securely manhole wall. attached to wall and outlet pipe. Structure is not in upright position (allow up Structure in correct to 10% from plumb), position. Connections to outlet pipe are not watertight Connections to outlet and show signs of rust. pipe are water tight; structure repaired or replaced and works as designed. Any holes--other than designed holes--;n the Structure has no stnucture. holes other than designed holes, Cleanout Gate Damaged or Missing Creanout gate Is not watertight or is missing. Gate is watertight and works as designed. Gate cannot be moved up and down by one Gate moves up and maintenance person. down easily and is watertight. Chain/rod leading to gate is missing or Chain is in place and damaged. works as designed. Gate is rusted over 50% of its surface area. Gate is repaired or replaced to meet design standards. Orifice Plate Damaged or Missing Control device is not working properly due to Plate is in place and missing, out of place, or bent orifice plate. works as designed. Obstructions Any trash, debris, sediment, or vegetation Plate is free of all blocking the plate. obstructions and works as designed. Overflow Pipe Obstructions Any trash or debris blocking (or having the Pipe is free of all potential of blocking) the overflow pipe. obstructions and works as designed. Manhole See "Closed See "Closed Detention Systems" (No.3). See "Closed Detention Systems" Detention Systems" (No.3). (No.3). Catch Basin See "Catch Basins" See "Catch Basins" (No.5). See "Catch Basins" (No.5). (No.5). Auaust 2001 1/(111/""~ 1/ _ O"...,...,H T..."....~~__I rlJ In_ . No.5 - Catch Basins . . Maintenance Defect Conditions When Maintenance is Needed Results Expected When Component 'Maintenance is performed General Trash & Trash or debris which is located immediately No Trash or debris located Debris in front of the catch basin opening or is immediately in front of blocking inletting capacity of the basin by catch basin or on grate more than 10%. opening. Trash or debris (in the basin) that exceeds 60 No trash or debris in the percent of the sump depth as measured from catch basin. the bottom of basin to invert of the lowest pipe into or out of the basin, but in no case less than a minimum of six inches clearance from the debris surface to the invert of the lowest pipe. Trash or debris in any inlet or outlet pipe Inlet and outlet pipes free blocking more than 1/3 of its height. of trash or debris. Dead animals or vegetation that could No dead animals or generate odors that could cause complaints vegetation present within or dangerous gases (e.g" methane). the catch basin. Sediment Sediment (in the basin) that exceeds 60 No sediment In the catch percent of the sump depth as measured from basin the bottom of basin to invert of the lowest pipe into or out of the basin, but in no case less than a minimum of 6 inches ciearance from the sediment surface to the invert of the iowest pipe. Structure Top slab has holes larger than 2 square Top slab is free of holes Damage to inches or cracks wider than 1/4 inch and cracks. Frame and/or Top Slab (Intent is to make sure no material is running into basin). Frame not sitting flush on top slab, i.e., Frame is sitting flush on separation of more than 3/4 inch of the frame the riser rings or top slab from the top slab. Frame not securely and firmly attached. attached Fractures or Maintenance person judges that structure is Basin replaced or repaired Cracks in unsound. to design standards. Basin Walls! Bottom Grout fillet has separated or cracked wider Pipe is regrouted and than 1/2 inch and longer than 1 foot at the secure at basin wall. joint of any inleVoutiet pipe or any evidence of soil particles entering catch basin through cracks. Settlement! If failure of basin has created a safety, Basin replaced or repaired Misalignment function, or design problem. to design standards. Vegetation Vegetation growing across and blocking more No vegetation blocking than 10% of the basin opening. opening to basin. Vegetation growing in inleVoutlet pipe joints No vegetation or root that is more than six inches tall and less than grow1h present. six inches apart. ---./ 4-36 Vnlllmp. V - Rllnnff Tn::,:::dmAnt RUDe:: IJllr."u:.f ?nn1 . No.5 - Catch Basins -/' . ,-J . j" Maintenance Defect Conditions When Maintenance is Needed Results Expected When Component Maintenance is performed Contamination See "Detention Ponds" (No, 1), No pollution present. and Pollution Catch Basin Cover Not in Cover is missing or only partially in place, Catch basin cover is Cover Place Any open catch basin requires maintenance, closed locking Mechanism cannot be opened by one Mechanism opens with Mechanism maintenance person with proper tools, Bolts proper tools, Not Working into frame have less than 1/2 inch of thread, Cover Difficult One maintenance person cannot remove lid Cover can be removed by to Remove alter applying normal lilting pressure, one maintenance person. (Intent is keep cover from sealing off access to maintenance,) ladder ladder Rungs ladder is unsafe due to missing rungs, not ladder meets design Unsafe securely attached to basin wall, standards and allows misalignment, rust, cracks, or sharp edges, maintenance person safe access. Metal Grates Grate opening Grate with opening wider than 7/8 inch, Grate opening meets (If Applicable) Unsafe design standards, Trash and Trash and debris that is blocking more than Grate free of trash and Debris 20% of grate surface in letting capacity, debris, Damaged or Grate missing or broken member(s) of the Grate is in place and Missing. grate, meets design standards, No. 6- Debris Barriers (e.g., Trash Racks) Maintenance Defect Condition When Maintenance is Results Expected When Components Needed Maintenance is Perfonmed General Trash and Trash or debris that is plugging more Barrier cleared to design flow Debris than 20% of the openings in the barrier capacity, Metal Damaged! Bars are bent out of shape more than 3 Bars in place with no bends more Missing inches. than 3!4 inch, Bars, Bars are missing or entire barrier Bars in place according to design, missing. Bars are loose and rust is causing 50% Barrier replaced or repaired to deterioration to any part of barrier, design standards, InleUOutlet Debris barrier missing or not attached to Barrier firmly attached to pipe Pipe pipe AUGust 2001 1/..,/"l"t'lo 1/ D"...,...~ T..~_~___~ f"'lJ Ir"L . --/ . _.u-'/ J . -:_--" ,J mvRir.ker ~cilrch Site Map Stormcentor Home I In-LIne Stormceptor .... I HI ..~-~ !~. 'If~r:~,~..;t: ; .,~-..:;:..?::t~ . ...,,'\" t, :'1.t:;,tt)~~3: ::.: " t4 . '::'~":'-~ .jt . f \'.. j ...'"'~ Normal flow conditions .;q,r;~.:... ,:,. i'~,;~ 7<'''''' "'''.'. 'J-j" ~~,::",",I: I'~' . y,."',' '. f , I t! ,',.",,:,, 'I': , . ~ High flaw conditions > ~. 8 ~ ~ The In-Line Stormceptor is our most commonly Installed model. The In-Line unit Is available In eight different unit sizes, ranging from 900 to 7200 gallon storage capacities. Each unit Is constructed from precast concrete components and a patented fiberglass Insert. Normal Operating Conditions Under normal operating Conditions (more than 90% of all storm events), stormwater flows into the upper chamber and Is diverted by a u-shaped weir, Into the separation holding chamber. Right angle outlets direct flow around the circular walls of the chamber. Fine and coarse sediments settle to the floor of the chamber, while the petroleum products rise and become trapped beneath the fiberglass insert. By-Pass Operating Conditions During infrequent, high now events (less than 10% of all storm events), peak stormwater flows pass over the diverting weir and continue Into the downstream stomn sewer system. This by-pass activity creates pressure equalization across the by-pass chamber, preventing scouring and resuspenslon of previously trapped pollutants. Stormceptor Is the only device with an Internal by-pass that prevents scouring of trapped pollutants. The In-Line Stormceptor has been proven In laboratory and field tests to remove over: . 80% of Total Suspended Solids, and . 95% of free oils and hydrocarbon spills. Maintenance Procedure You can inspect and maintain the In-Line Stormceptor from the surface, without entry Into the unit. Perform maintenance once the stored volume reaches 15% of the Stormceptor capacity, or Immediately In the event of a spill. Maintenance Intervals vary depending on the application. Therefore, we recommend quarterly Inspections during the first year of installation, so you can accurately establish the maintenance schedule. Remove 011 and sediment through the 24-lnch diameter outlet riser pipe. Alternatively, you may remove fioatables and hydrocarbons through the 6-lnch 011 Inspection port. The requirements for the disposal from Stomnceptor are similar to that of any other Best Management Practice (BMP). Consult local guidelines or your Stormceptor Area Marketino M>n~n~r nrlnr ,,, '<'~M~'__ ""_ . APPENDIX B - GEOTECHNICAL ENGINEERING REPORT . . . . . ~ The Riley Group Inc. iI The Riley Group Inc_ September 22, 2006 Proposed Retail Development SWC Front Street & Washington Street Port Angeles, W A 98362 Mr. David Thompson Columbia Realty Group, LLC 845 - 106m Avenue NE, Suite 100 Bellcyuc, W A 98004 GEOTECHNICAL ENGINEERING REPORT Suhject: Geotechnical Engineering Report Proposed Retail Development SWC Front Street & Washington Street Port Angeles, W A 98362 Project No. 2006-180 Project No. 2006-180 Prepared By: Dear Mr. Thompson: As requested, The Riley Group, Inc. (Riley) has performed a geotechnical engineering study for the above referenced sile. The attached report presents our fmdings and recommendations fOf the geotechnical anticipated aspects of the project design and construction. The Riley Group, Inc. 17522 Bothell Way NE Bothell, W A 98011 Prepared for: Our field exploration indicates that the site is generally underlain by up to 3 feet of fill over 6 to 10 feet of medium stitT CLA Y LO clayey SILT or loose clayey/silty SAND overlying mediwn dense silty SAND with trace gravel. The fill consists of loose silty SAND with gravel. Groundwater seepage was encountered during our field exploration at depths of 5.8 to 11.5 feel below ground surface. Based on the subsurface soil condition, the medium stiff clay I loose sand is not suitable for directly supporting the proposed building foundations. Riley recommends that the proposed retail building be supported on conventional spread footing foundations bearing on 18 inches of structural fill. The floor slab and pavement should be supported on]2 inches of structural fill. Mr. David Thompson Columbia Realty Group, LLC 845 _106th Avenue NE, Suite 100 Bellevue, W A 98004 Since the native soil is moisture sensitive, Riley recommends that all sile grading and earthwork activities be perfonned in dry weather conditions. The o,""ner/contraclor should be prepared to deal with soft ground problems if the earthwork occurs during periods of precipitation, particularly if construction occurs during the wet winter season. Septemher 22, 2006 Seninl!thePacificNOl1hwest Main Office: 17522 Bothell Way NE, Botbell, W A 98011 Tel (425) 415-D551 . Fu (425) 415-0311 Servinl'thePacifkNorthwest Maio Office: 17522 Botbell Way NE, Bothell, WA 98011 Tel (425)415-0551. Fax (425) 415-0311 . GeOlechnical Engi""ering Report Proposed Retail Development P=IA/wrIJt'L~_________ . ii September 22. 2006 Projecl#2006-/80 This report provides our geotechnical findings and recommendations for the project These recommendations should be incorporated into the project design and construction. We trust the information presented is sufficient for your current needs If you have any questions or require additional infonnation, please call. Sincerely yours, THE RILEY GROUP, INC ~IRES SEPT. 12, 20071 Chien-Lin (Johnny) Chen, r.E. Project Engineer JClRW L ,,/. // ~ .. .?L-__ ~ Ricky R. Wang. Ph_D., P_E Principal Engineer The Riley Group, Inc. TABLE OF CONTENTS . 1.0 PROJECT DESCRIPTION m................... m............................,................ ............1 Z.O SCOPE OF WORK. 3.0 SlTE CONDITIONS 31 3.2 33 34 4.0 41 4.2 4.3 44 4.5 46 47 5.0 SURFACE. SOILS. GROU~DWATER SEISMIC CONSILJERA TIOr-,"S DISCUSSION AND RECOMMENDATIONS............ GENERAl. SITE PREPAR.ATION AND GRADING ,. FOL~DATIONS . SLAB-ON-GRADE COl\STRUCnON DRATh:AGE.. UTILITIES. . PAVEME'"NTS ADDITIONAL SERVICES 6.0 LIMITATIO:'llS. LIST OF FIGURES FigUff! Figure 2 Figure} LIST OF Af'f'ENDlCES .......1 ..2 2 2 2 .2 ...3 ...3 ...3 ..4 5 5 6 ........_.6 .........7 ........7 ._.Site Vicinity Map Geotechnical EJip!uralirm Plan Typical Footillg Drain Derail Field uplorotion WId Lnlwrulury Testing Appendu A The Riley Group, Inc. . . GeolechTlicai Engi"eering Report Proposed Retail Devc/opm..nl Pori Amteles WA Seplembu21,1006 ProjecI1t2006_//j1J 1.0 PROJECT DESCRlPTIOr; The project site is located at the southwest comer of Front Street and Washington Street in POrt Angeles, Washington. The approximate location of the site is shown on the Site Vicinity Map, Figure ]. The subject site is currently occupied by a one-story office building with parking in the cast portion aCthe sile. The west portion of the site is a vacant lot covered by grass. Riley understands thai the existing building will be demolished and a retail building, approximately 13,569 square fect, will be constructed in the east portion of the site. Our understanding of the project is hased on a preliminary site plan provided by Donahou Design Group on July 28, 2006. At the time of preparing this report, site grading and building plans were not available for our review. Based on our experience with similar construction, we anticipate that the proposed retail building will be a single-sloI)' structure supported on perimeter walls with a bearing load of 1 to 2 kips per linear foot, a series of columns with a maximum load up to 75 kips. The recommendations in the following sections of this report are based upon our understanding of the above design features. If actual features vary or changes an: made, we should review them in order to modify our recommendations as required. In addition, Riley requests to review final design drawings and specifications to verify that our project understanding is correct and that our recommendations have been properly interpreted and incorporated into project design nnd construction. 2.0 SCOrE OF WORK On September 15,2006, Riley drilled a total of six tl;:st borings to a maximum depth of 21.5 feet below ground surface (bgs). Test borings were drilled with a trUck-mounted, hollow.stem auger drill rig. Test borings B-1 through B-4 were drilled within the proposed retail store footprint area. Test borings B-5 and B-6 were drilled in the proposed parking an:a. The approximate lest boring locations are shown on Figure 2. Using the information obtained from our subsurface exploration, we performed analyses to develop geotechnical recommendations for project de:>ign and <.:om/ruction on the following: > Soil and groundwater conditions > Slab.on-grade support > Seismic considerations > Drainage > Site preparation and grading > Utilities > Structural fill recommendations > Pavements > FoundatioD support The Riley Group, Inc. . Georechnical Engineering Report Proposed Relaii Developmenr PorrAn"eles WA September 22,2006 Project ~2006.IIiO 3.0 SITE CONDITIONS 3.1 Surface The sitc is a rectangular-shaped parcel of land approximately 0.78 acres in size. The site is bounded to the north by Front Street, to the east by Washington Street, to the south by an alley, and to the west by Jack In The Box restaurant and parking. The eastern porlion of the site is currently occupied by a one-story office building with asphalts parking. The west portion of the site is a vacant lot covered by grass. The site is relatively flat with an elevation difference of approximately 6 fed 3.2 Soils 111e site is generally underlain by up to 3 feet of till over 6 to 10 feel of medium stiff CLA Y to clayey SILT or loose clayey/silly SAND overlying medium dense silty SAND with trace gravel. The fill consists ofloose silty SAND with gravel. Revicw of the Soil Surpey of Clalfam County Area, Washing/on by US Department of Agriculture Soil Consen.:a1ion Service (19B7) indicates that the native soils were mapped as Clallam-Hoypus gravelly sandy loam (Map unit 14), whieh mainly consists of gravelly sandy loam to gravelly sand. These descriptions are different from the findings in our field exploration. More detailed descriptions of the subsurface conditions encountered are presented on the Test Boring Logs included as Figures A~2 through A-7 in Appendix A. 3.3 Groundwater Groundwater seepage was encountered at depths from 5.ll to 11.5 fect bgs during our subsurface investigation, which reached a maximum depth of21.5 feet hgs. Fluctuations in groundwater level should be expected on a seasonal and annual basis. The level will be highest during the extended periods of heavy seepage in the wet winter months. Given the time that the field exploration was performed, Riley believes that the grollndwater should be close to the season-high level. 3.4 Seismic Considerations Based on the 2003 International Building Code (IBC), the site soil is Class E (fable 1615.1.1). The earthquake spectral response acceleration at short periods (8,) is 124% g and atl-second period (SI) is 51% g Liquefaction Liquefaction is a phenomenon where there is a reduction or complete loss of soil strength due to an increase in water pressure induced by vibrations from a seismic event Liquefaction mainly affects geologically recent deposits of fme-grained sands that are below the groundwater table. Soils of this nature derive their strength from intergranular The Riley Group, Inc. . . Geolcchnical Engineering Report Proposed Retail Development Forr Anp'deJ WA September 12, 1006 Projectl/2Q06_f80 frietjon. The genemted waler pressure or pore pressure essentially separates the soil grains and eliminates this intergranular friction, thus reducing or eliminating the soil's strength. We reviewed the soil conditions encountered during field exploration and assessed the potential for liquefaction of the site's soil during an earthquake. Since the site soil beluw the gTOundwater' level is relatively dense, Riley believes that the potential of soil liquefaction during an earthquake event is low. 4.0 DISCUSSION AND RECOMMENDATlONS 4.1 General Based on our study, the site is suitable for the proposed construction from a geotechnical standpoint. However, the medium stilT clay I loose sand is not suitable for directly supporting the foundation and floor slab. If the building is directly supported on the unsuitable soils, it will experience a certain amount of differential settlements. In order to avoid the potential of building damage, we recommends that the proposed retail building be supported on conventional spread footing foundations bearing on ]8 inches of structural fill. Slab~oll-grude and pavement should be supported on 12 inches of structural fill over native soil subgradc. Detailed recommendations regarding thc above issucs and other geotechnical design considerations are provided in thc following sections. These recommendations should bl' incorporated into the final design drawings <md construction specifications. 4.2 Site Prcllanltiun and Gradinl! To prepare the site for construction, the existing buildings and pavements should be demolished and stripped. All remnants related to previous construction which occupied the site should also be cleared and removed from the site. Surface stripping depths up to 6 inches should be expected to remove topsoil and asphalt stufacing. Once stripping, clearing and other preparing operations are complete, cuts and fills can be made to establish desired building grades. Prior to placing fill, we recommend proofrolling all exposed surface to determine if uny isolated soft and yielding areas arc present. Proofrolling should also be performed in cut areas that will provide direct support for new constructIOn. The native soil has a high percentage of fmes and is characteristically moisture sensitive. Riley recommends that all site grading and earthwork activities be perfoIDled in dry weather conditions. The owner/contractor should be prepared 10 deal with soft ground problems if the earthwork occurs during periods of precipitalion, particularly if construction occurs during the wet wiater season. Based on our experience ill the Pacific Northwest, a combination of]8 inches of crushed rock over it geotcxtilc fabric such us Mimfi 500X on native soil subgmdc should be The Riley Group, Inc. . Geotechnical Engineering Reporl Pruposed Retail Developmem f'orIAnf!e1cs WA September 22, 2006 Projecr ~2006-J80 sufficient to establish a stable grade for eonstruclion equipment if the construction occurs during periods ofprecipilution or in the wet season. The native soil has a high percentage of fines and will not be suitable for being used as structural fill. Wt; recommend importing a material that meets the grading requirements listed in Table I. . Table 1. Structural Fill U.S. Sieve Size PercectPassicg 3 inches 100 percent No. 4 sieve Oto75 percent No. 200 sieve Oto5percent. .Basedon minus 3/4 inch fraction. Prior to use, Riley should examine and test all materials imported to the site for use as structural fill. Structural fdl materials should be placed in uniform loose layers not exceeding 12 inches and compacted to a minimum of95 percent of the soil's maximum density, as determined by ASTM Test Designation 0-]557 (Modified Proctor) until the desired finished grade is met. The moisture content of the soil at the time of compaction should be within about two percent of its optimum, as determined by this ASTM method. 4.3 Foundations Spread Footing Following the preparation and grading, Riley recommends that the proposed building foundations can be supported on convenlionlll spread footings bearing on 18 inches of structural fill after over-excavation. Perimeter foundations exposed 10 the weather should be at a minimum depth of 18 inches below final exterior grades. Interior foundations can be constructed at any convenient depth below the floor slab. We recommend designing foundations for a net allowable bearing capacity of 2,000 pounds per square foot (psf) lor footing bearing on structural fill as describeil above. For short-term loads, such as wind and seismic, a 1/3 increase in this allowable capacity can be used. For dcsib'Jling foundations to resist lateral loads, a base friction coefticknt of 0.35 can be used. Passive earth pressures acting llfl the side of the footing and buried portion of the foundation stem wall can also be considered for resisting lateral loads_ We recommend calculating this lateral resistance using an equivalent fluid weight of 250 pcf. At perimeter locations, we recommend not including the upper 12 inches of soil in this computation because they can be affected by weather or disturbed by future grading. activity. This value The Riley Group, Inc. . . G"f}rechnicalF:ngineeringReporl Proposed Retail D<!Yelupmenl PorIAnf'e!es WA September 11. 1006 Projecl#2006.180 assumes the foundation will be constructed neat against competent fill soil or backfilled with structural fill as described in the Site Preparation and Grading section_ The recommended passive resistance value includes a safety factor of 1.5. With spread footing foundations as recommended, you should expect maximum total and differential post-construction settlements of I inch and y, inch, respectively 4.4 Slab-Qn-Gnde Construction With sile preparation completed a.'l described in the Site Preparation and Grading section, suitable support for slab-on-grade construction should he provided. Riley recommends that slab-on-grade construction be supported on 12 inchcs of structural fill after ovcr- excavation. Immediately below the floor slab, we recommend placing a four-inch thick capilla!). break layer of dean, free-draining sand or gravel that has less than five percent passing the No. 200 sieve. This material will reduce the potential for upward eapillul}' movement of water through the nnderlying soil and subsequent wetting of me floor slah. Where moisture by vapor transmission is undesirable, an 8 to IO-mil thick plastic membrane should be placed on a 4-inch thick layer of clean gravel. The membrane should be covered with I to 2 inches of clean, moist sand to guard against damage during construction and to aid in curing of the concrete. For lhe anticipated Ooor slab loading, we estimate post-construction floor settlements of ';.- to Yo-inch. for thickness design of the slab subjected to point loading from storage racks and fork lift vehicle traffic, we recommend using a ~ubgrade modulus (Ks) of 100 pounds per square inch per inch of def1ection (PCi). 4.5 Drainal!c Surface final extcrior grades should promote free and positive drainage away from the building area. Water must not be allowed to pond or collect adjacent to foundations or within the immediate building area. For Ilon-pavemenl locations, we recommend providing a minimum drainage gradient of thn:e percent for a minimum distance of tcn feet from the building perimeter. In paved locations, a minimum gradient of one percent should be provided unless provisions are included for collection and disposal of surface water adjacent to the structure. Subsurface We recommend installing perimeter foundation drains. ^ typical rccolIunended drain detail is shov.'I1 on Figure 3. The foundation drains and roof downspouts should be tightlined separately to an approved discharge facility. Subsurface drains mllSt be laid with a gradient sufficient to promnte positive flow to a controlled point of approved discharge The Riley Group, Inc. . Geolech"ica! E"ginuring R~pon Proposed Rerail Dl!Velopment POr~~ef WA September 22. 2006 hq;~cl#2006-f(1) 4.6 Utilities Utility pipes should be bedded and backfilled in accordance with American Public Works Association (APWA) specifications. For site utilities located within the City of Port Angeles or Clallam County right-of-ways, bedding and backfill should be completed in accordance with City of Port Angeles or Clallam County specifications. The trench backfill should be placed and compacted as structural fill, as describcd in the Site Preparation and Grading section. Vr'here utilities occur below unimproved areas, the degree of compaction can be reduced to a minimum of 90 percent of the soil's maximum density as detennined by the referenced ASTM standard. As noted, excavated soils are nut suitable to be used as backfill The backfill material should satisfy the structural fill requirements listed in the Site Preparation and Grading section. 4.7 Pavements Pavement subgrades should be prepared as described in the Site Preparation and Grading section of thi~ n:port and as discussed below. The subgrade should consist of 12 inches of structural fill over native soil. Typically, a geotextile fabric such as Amoco 2002 or equivalent can be placed on the subgrade. Regardless of the relative compaction achieved, the subgrade must be fum and relatively unyielding before paving. The subgrade :;hould be proofrolled with heavy construction equipment to verify this condition before paving. With the pavement subgmde prepared as described above, we [<,commeml that the general parking area be paved with flexible pavement. Tht": following pavement sections are recommended: }> For heavy truck traffic areas: 3_5 inches of asphalt concrete (AC) over 8 inches of crushed rock base (CRB) over 12 inches of structural fill; and ).> For Jteneral parking areas 2_5 inches of AC over 6 inche~ of CRH over 12 inches of structural fill. rhe asphalt paving materials used should conform to the Washington State Department of Transportation (WSDOT) specifications for Class B asphalt concrete and eRB surfacing Long-term pavement performance will depend on surface drainage_ A poorly-drailled pavement section will be subject to premature failure as a result of "urface water inf1ltrating into the subgrade soils and reducing their supporting capability For optimum pavemcnt performance, surface drainage gradients of no less than two percent are recommended. Also, some degrec of longitudinal and transverse <:ra<:king of the pavement surface should be expected over time. Regular maintenance should be planned to scal cracks when they occur. The Riley Group, Inc. . nenrechnicalEngin2eringReport Propo$ed Re/ail DlNelopmenl PW'~npeJ<?S WA Sepll.'mber12.2006 Projec/#20Uo-IIW 5.0 ADDITIONAL SERVICES Riley is available to provide further geotechnical consultation as the project design develops. We should review the final design and specifications in order to verify that earthwork and foundation recommendations have been properly interpreted and incorporated into project design and construction. Riley is also available to provide geotechnical engineering and monitoring services during construction. The integrity of the earthwork and construction depends on proper site preparation and procedures. In addition, engineering decisions may have to be made in the field in the event that variations in subsurface conditions beoome apparent. Construction monitoring services arc not part of this scope of work. If these services arc desired, please let us know and we will prepare a cost proposal. 6.0 LIMJTATIONS This report is the property of The Riley Group, Inc., Columbia Realty Group, LLC, and their designated agents and was prepan:d in accordance with generally accepted geotechnical engineering practices_ This report is intended for specific application to the Proposed Retail Development in Port Angeles, Washington, and for the exclusive use of Columbia Realty Group, LLC and its authorized representatives. No other warranty, expressed or implied, is made. The analyses and recommendations presented in this report arc based upon data obtained from the test horings drilled on-site. Variations in soil conditions can occur, the nature and extent of which may not become evident until construction If variations appear evident, The Riley Group, Inc_ should be rt:{].uested to reevaluate the recommendations in this reporl prior to proceeding with construction. The Riley Group, Inc. . lK-J.J3..mul;t ...~..~.L........,T......UU,...."'....g"". .....h..'......__ftg, ..__.g'o'~._n~ ~s The Riley Group, Inc. l7522 BOTH ELL WAY NE BornELL, W ASHrNGTON 98011 -<--~~-.::_~/ ----........... . - " I::. Proposed Retail Development Strt VIcinity Map Figure 1 S,ie Address' SWC front Slreet& Washington Slrce~ Port Angeles, WA . ~J HL_ J I ~J:':"l.~ ______ I__________'..!""'''"''''f>^' I I l' ,,:[f' _~~.~I[m?~ ..~ ;,~;i;ll, Pi ,:' .1 , ., ,,' j' ," '-~;~~, -- :: 111~i I."" l't~~~f' ~ :IJ' ,:t~ III I;:! 111 [D~:il! ': ~~i -- ~~I: ~ ;1 I !:i~ IIi II! i:; fi: ~---" .J't: 1 - , I~i II ,Ii 'I 'I': i ;:'~I I "---, , !' ~ I~I~ i~ - II :I:I@""I'WIT] 'I 11,:'I~.I:uii! : ~ : " 1 , : I, . : :: Ill, ,llli i I " , I " . F I .. I " '" ,l,~ I Itl" ',::. ~! ~':,I~"? ':':"'L'1!il'~I"il "I . Ii 'L All I" ill,il I~I~. i; ~ c / ~_u cd'.' ~-' _ ":"'',;,.':;t.:-:I . ':-:-:-----------...-----------11 .. I~~,~:l.,.... .".'''~I'.;..:11r :,~',',.'n"'~..F~.<.::::~~,C"',. I:' i' : ::; I! . z+ '" ~ T . .~ T "' ~ w " ~ -' . T 0: . ~ C> 0- W .Q 0 ~ " ~ T f-- e, e ~ f-- 0: 0 .~ . il . ~ . T '" " , ." , ~ . .Q B 'C " ;2. 2- '" " T 01 , 11 u "- ~ " 1 "15 '" " 0 < . . '" T ~ ~ ,; g 1 ~ .; <l . . ~ " " ~ ~ ~~~ 1 ~ ! :: 0 C>-b " 0 ~ <. 0 \:) ." 0 0 U. 1 . ~~g ~ ~ i ....!--...J " '" ou . ~ ~~ 1 0 ;; ~ g~ , . I < ~ N{f " 1 .. ! . c 0 " ~ ~ 0 c , 2 ~ . , ;; . :1 ~ ~ li E 0 if' ~:6 BUILDING SLAB /,-, /" / ~ /-.. /, /, /, . ,.' COMPACTED STRUCn.:RAL BACKFILL </:<//,y /..0 .,';/ 'y ~ " FILTER F AERIC 4" PERFORATED PIPE 3/4" WASHED ROCK OR PEA GRAVEL NOT TO SCALE ~~ The Riley Group, Inc. 175U BOTIiELL WAY NE BOTHELL, WASHINGTON 98011 Proposed Retail Development Typical Foo!mg Drain Det~---FI:<;u~~-3 Site Addre.., SWC Fronl$lrect& Washington Slr~t, Port ."'"getes_ WA . . Geotechnical Engineering Report Propon!d Retail Development PonAm'el1" WA September2},2006 Project ~2006-180 APPENDlX A FIELD EXPLORATION AND LABORATORY TESTING Proposed Retail Development SWC Front Street & Washington Port Angeles, W A 98362 On September 15,2006, we performed OUf field exploration using a truck-mounled drill rig. WI;:, explored :-;ubsurfacc soil conditions at the site hy advancing six test borings to a maximum depth of 21.5 feet below existing grade. The test boring locations are sho....m on Figure 2. The test boring locations were approximately determined by measurements from existing property lines and streets, The Test Boring Logs are presented on Figures A-2 throughA-7. A geologist/engineer from our office conducted the field exploration and classified the soil conditions encountered, maintained a log uf each test boring, obtained representativc soil samples, and obscrved perlinent site featIJres. AJl soil samples werc visually classified in accordance vvlth the Unified Soil Classification System (USeS) described on ~igure A-I. Representative soil samples obtained from the lest borings were placed in closed containers and taken 10 our laboratory for further examination and testing. The moisture content of a typical sample was measured and is reported on the Test Boring Logs. The Riley Group, Inc. T T c ro " T 5] 0 z E ~U)~ <.9 ~ Cii 0 l.U 0 E ~ C1)(J)~o 0:: ~ z <( Iii o " () T 1 1 1 1 l GW GP GM GC SW SP SM SC ML CL OL MH CH OH PT DEFINITION OF TERMS AND SYMBOLS MAJOR DIVISIONS GRAVELS CLEAN GRAVELS <5% fines More than 50% of coarse ~ fraction is la~ger GRAVELS .~ than No.4 sieve with fines SANDS o 05 " More than 50% of coarse fraction is smaller than No. 4 sieve o w z ~';) (.90 w(l) Z u:: w ~ (;j iu .w roo E~ ~ ci ~z c c ~~ Q)~ 05 ro " E " Liquid limits greater than 50% SILTS AND CLAYS CLEAN SANDS <5% fines SANDS with fines Liquid limits less than 50% SILTS AND CLAYS HIGHLY ORGANIC SOILS om 0> z<( <(0:: (I){.9 Density Very loose Loose Medium dense Dense Very dense Consislency Very soft Soft Medium stiff Stiff Very stiff Hard 0>- ~:'5 (j)U ~I The Riley Group, Inc. 17522 BOTHELI. WAY NE BOTHELL, WASHI~GTON 98011 SPT (Blows/Fool) 0-4 4-10 10-30 30-50 >50 SPT (Blows/Foot) 0-2 2-4 4-6 8-15 15.30 >30 LETTER SYMBOL . TYPICAL DESCRIPTION Weli-gradedgravels, grave sand mixtures, little or no fines. Poony-graded gravels, gravel-sand mixtures, little or no fines Silty gravers, gravel-sand sill mixtures, no~-~Iastic fines. Clayey gravels, gravel-sand clay mixtures, nlasticfines. Well-graded sands, gravelly sands, little or no fines Poorly-graded sands or graveliy sands, lill1eor no fines. Silty sands, sand-silt mixtures, non-plastic fines. Clayey sands, sand-clay mixtures, plastic fines inorganic sills, rOCKllOur, clayey sills WItl'1 sight plasticity. Inorganic cays OfToWlO mea,um plas Icily, (lean clali). Organic silts and organic clays of low plasticity. !norganicsilts, elastic. Inorganic clays of high plasticity, (fal clays). Organic clays of high plasticity. Peat. I I ~ 2" Outside diameter split spoon sampler 2.4" Inside diameter ring sampler or Shelby tube Water level (date) Torvane reading, Isf Penetrometer reading, tsf Dry density, pet Liquid limit, percent PlastiCity index Standard penetration, blows per foot T' Pp DO LL PI N Proposed Retail Development Unified Soil Classification System I Figure A-I Sile Add'e!s: SWC Front Stre<l & Washingloo Street, Port Angcb, WA . r r Boring No. B-1 Logged by : PL Approximate Elev.: N/A f Date: 9115/06 Consistency! ID (N) Moisture "- f Soil Description Relative Depth E Blows Content Density (feet) ro 1ft (%) (j) T Surface: Asphalt 2~. 4~-6" eRB. Light brown to brown silty SAND Loose T with trace to litlle gravel, (Fill). Mottled orangish brown to 5 I T 5 55.4 gray CLAY, trace sand, Medium Stiff medium plasticity, damp, T medium stiff, (eL). T 10 I ..J: (9f15/06) 12 20.5 T T Brown to gray silty SAND with 15 I trace gravel, slight heave (at Medium 28 21.1 -15'), moist to wet, medium Dense 1 dense to dense, (8M). 20 I Dense 38 20.2 Terminated at 21.5'. - Groundwater seepage encountered at 10.5'. ~ The Riley Group, Inc. 17522 BOTHELL WAY NE ~ BOTH ELL, W ASHINGTO;-.l 980 II Proposed Rr:tail Development I Figure A-2 Test Boring Log B~l Site Address: SWC Front Street & Was~ingtol1 Street, Port Angeles, \VA . . Boring No. B-2 Logged by : PL Approximate Elev.: N/A Date: 9115/06 Consistencyl " (N) Moisture "- Soil Description Relative Depth E Blows Content Density (feet) rn 1ft (%) (j) Surface: Asphalt 1", 3"-5" eRB. -I- Brown silty SAND with trace to loose little gravel, (Fill). n Mottled orang ish brown clayey SilT, trace sand, medium Medium Stiff -- I. plasticity, damp, medium stiff, -- 5 I (ML). 5 24.2 - -- Brown to gray silty SAND with - 10 I 1(9/15106) trace gravel, damp to wet, Medium 18 22.0 Dense -- , medium dense, (SM). -- -- -I- t- 15 I -I- 29 21.2 Terminated at 16.5' (refusal). Groundwater seepage -- encountered at 10.5'. Heave - 2' T ifd The Riley Group, Inc. Proposed Retail Development 17522 BOTH ELL WAY NE Test Boring Log B-2 I Figure .11-3 S BOTlJELL. WASHINGTON 98011 Site Address: SWC Front Street & Washington Street, Pon Angdes, WA T T T T 1 T T 1 1 1 . r r r r r r T T T 1 1 1 1 Logged by : PL Date: 9/15/06 Soil Description Surface: Asphalt 2", 4"-6" CRB. Mottled orangish brown silty SAND to brown SAND. damp, loose, (8M). Brown sIlty SAND, damp 10 wet. medium dense, (8M). Terminated aI16.5' (refusal). Groundwater seepage encountered at 11.5'. Heave - 2'. ~ The Riley Group, Inc. 1,522 BOTH ELL WAYNE I DOTHELl, WASHINGTON 98011 Boring No. B-3 Consistency/ Relative Density Loose Medium Dense m Depth E (feet) Sl - 5 10 - - 15 . Approximate Elev.: NJA (N) Blows 1ft I I I Moisture Content (%) 7 11.4 18.9 ~ (9/15/06) 13 14 25.6 Test Boring Log B-3 Proposed Retail Development Figure A-4 I Site Address: SWC Front Slfect & Washington Sir",,!, Port Angeles, WA r T T Logged by : PL Date: 9/15/06 T T T T 1 1 1 1 1 Soil Description Surface: Grass. Brown clayey SAND with trace gravel, moist to wet, loose, (se) transitioning to Silty flne SAND at 11.0', damp 10 moist, medium dense, (SM). Terminated at 11.5'. Groundwater seepage encountered at 5.8'. 1 - ~ The Riley Group, Inc. 17522 BOTHElL WAYNE I ROTHELL, WASHTNGTON980JI Boring No. B-4 Consistency/ Relative Density Loose Medium Dense m Depth E (feet) Sl - 5 10 . Approximate Elev.: N/A IN) Blows 1ft I I Moisture Content (%) 7 24.5 ~(9!15/O6) Proposed Retail Development Test Bon"ng Log B-4 I Figure A-j Sil. Addr.ss: SWC Front Street & Washinglon Street, Port Angeles, WA 12 27.8 . T T Boring No. B-5 Logged by : PL Approximate Elev.: N/A T Date: 9/15/06 Consistency! " (N) Moisture a. 1 Soil Descriptjon Relative Depth E Blows Content Density (feet) ro (%) oJ 1ft 1 Surface: Grass. + 1 + -. 1 + Brown clayey SILT with trace to + 5 I 1 little sand, medium plasticity, Medium Stiff -- 6 30.0 dry to damp, medium stiff, (ML), Iransilioning 10 fine to medium .- 1 silty SAND at 10.4', moist to ... wet, medium dense, (8M). -. 1 Medium -- 10 I Dense - 13 24.8 ~(9/15f06) 1 Terminated at 11.5'. - - Groundwater seepage - encountered aI11.2'. - + I -. - - - - ~ The Riley Group, Inc. Proposed Retail Development 17522 BOTIIELL WAY NE Test Boring Log B-5 I Figure A-6 - ~ BOTHELl, WASHINGTON 98011 Site Address: SWC front Street & Washington Sire.!, Port Angeles, WA . 1 1 1 1 Boring No. B-6 Logged by . PL Date: 9/15/06 Consistency! Relative Dens ity " Ci. Depth E (feet) Sl Soil Description 1 Surface: Grass. 1 , 1 1 Brown clayey SILT with trace -- to little sand, medium -. 5 I plasticity, dry to damp, stiff, Stiff 10 (ML), transitioning to fioe to -- medium silty SAND at 10.2', - dllmp to moist, medium dense, (8M). - -- Medium 10 I Dense -- 18 Terminated at 11.5'. Groundwater seepage -- encountered at 10.2'. -- -- - - - - . Approximate Elev.: N/A (N) Blows /ft Moisture Content (%) 23.2 23.8 ~ (9f15f06) ~ The Riley Group, Inc. 17522 BOTHELL WAY NE ~ llOTHELL. WASHINGTON 98011 Test Boring Log B-6 Proposed Retail Development Figure A 7 I Sile Address: SWC Front Street & Washington Street, Port Angeles, WA . APPENDIX C . CIVIL PLANS . . ""<B'>1a,^,~1 ..;u:>n~l"'ro I o'<13W3"'~ ,.~:) -<6ITL"'1",,1~ -w.r- 10'ldClU^ Aa"",V~<I ~ W"""".......~3.,.,.JS ",....~ ,~ iW1d!)MA'fd "",,,,",,,,,,, ..cr.on ~ ,(l-,'iO~ ----J NC'l()NHS\lM~~1~8NV l~ \ 3~OlS SN::!3~tJ1W/, .....L~"".. nn~.~""$ --- ..........-- -..-..-....,.. ---.-... 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I . ~i I' ! i:: ~~~nnn~~~!~Hd! ~!;n ~ ~l'ill' ,I, _ h....."....... Iii!! ~ ~rll I ;;,I,i ~i~ll:pi I,;l'!"; Q ~ 1'1:1 ~a~ o I'~ !~i >- N :; . ','ill:: ~~~ L ~ ~ 2h <!i ~- ~ t i~il~a! '" . i:";!~f l~i:lIu w //,:1 'I I ~ ~ >- z w ~ w '" >- ili o >- ~ . ~ ; III ~: < .'- '. -'i" CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . INSPECTION REPORT. . . . . . REQUEST: q-~-()~ Time 4: 07J f'Y1 Received by (YU../\.d I' 0 932- Location of Work to be inspected ~ () [) b.J...\r\(l ~ E. F.";\ rrn;\ S i-. . L 1 }J(). 1 ~.f\ n n {\ ~_ Name of person requesting inspection (\(\ "'" Ii 1 o. Address of person requesting inspection \":\-D::\ 9,.' '%. y Type of Inspection (circle appropriate one): Date (phone.~) Phone No. '-/ IT. L/f?~ Sewer Foundation Framing Chimney Plumbing Final Permit No. Sewer Excav. Oth~_ INSPECTION NOTES: Inspected: Date q - q. O'K Time 01 . I'" " . Remarks: t'\ Q fA' '" ~ oL e.....l .\ <;1'.L" ~ ~ .('/d ~ ,,~. ",c,..1'\ 0.. Y\.^'-. Q::I _~ r[ By If'v\ ^ : '" u.J ,*-y, \~.. \\t ~.. fYU Ani , I d.~QI\ (H ~ 0.. l:...t;:> h.o...~ u.. '\ t"r"\ K \ l.. "\ f'l....l'o. r1 q-",..,y ~ 1 ~ U\.J( 0 .QJ.' oJ. Q ~ESTORATION REQUiRED...... YES IHf NO .~ '1/0;1 0 JC 'P ~ ~ F'RDN'I ~T. r: "& ':t ~ Z. ~ d ~ ( i Z (1'1 ~ (2" c..I.. - ( '5 Ihe..p SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved 0 Gravel 1iJ Asphalt 0 PCC 0 Other o Repaired by City Work Order # 3034<"1- O()'fS o Repaired by Permittee 0 COMPLETE o No Damage Found 0 INCOMPLETE (ContinuA on reverse side if necessary) C!-TD~~T C"I u:u:nIIUT-=ll.IrU::IUT Ir"\ATI:\ RECEIVED ~- CITY OF PoRT ANGELE 8PE0MIT APPLICATION AUG �� ~=� Building D8viulwm/E1mct�oulJmmywwt�mw ��& ""°� °°�« �wxx 32lDDomt&i�b Street -P'��0�uxX%50/Fo �Ym��a�1om,�@3&I ��e --.~ � ''^'=" �� 1 Ph: (360) _ ' `� ' - YMultl-Family ��SPAT/ONS [~ --^-- Date: orC oNUma#ial* * Plan Review Ma- Be Re2ired, Please Complete Electrical Plan Review Information Sheet JobAddress: 932 frQDt -t Building Square Footage; Description of above. Relocate (4) lights, Provide anAjMjWt2Sj�gqJ:1s (8) quads. INCLUDE THE REMOVA& RELQCAJ10N AND INSTALLATION OF MISC. ELECTRICAL SYSTEMS PERTAUNG TO THE AFOREMENTIONED SCOPE OF Wo�—K, Owner Information Contractor |nfonnmWmn Name: Name: ua`TAG:LFuTRAm= Mailing Address, Mailing Address: 7056 S.220TH ST City: staw Zip., City; KENT State: � Phone; Fox: Phone: (253) 872-5653 Fix: (25-1) 872-4112 No Unit Charge 0� 191g] (Qjy Multiplied lo UnjtChgWe -~~ B�Ww�F*mdmx2QDAmp. 8erWmWFwmdw,O0i4O0 Amp. $100.00 Ber0melFewdm4U1-6NO Amp $225.00 SmNmVFedmr601'108OAmp. $288.00 8ervlmdFeodmr over 1088Amp, $410.00 Branch Circuit VN Service Feeder * 5.00 Branch Circuit VW8 Service Feeder * 74.00 * Each Additional Branch Circuit 5.00 *__' Branch Circuits 14 $ 88.00 Temp. G n1melFeeder 200 *102.00 Temp. Service/Feeder 304O $121.00 Temp. Service/Feeder 4Nf600 Amp. $104.08 Temp, Service/Feeder 881-100V Amp . $188.08 Portal to Portal Hourly $ 86.00 0gnlOw0naLighdng $ 88.00 Signal Circuit/ Limited Energy- Multi-Family $ 84.00 Signal Circuit/ Limited Energy /First 1500 sf-Cnmmm,da| $ 88.00 NNW: $5.00 for each additional 1§O0sf Renewable Electrical Energy 'SKyA System orLess $113.00 Thermostat % 56.00 Nom: $8{g for each additional T-Stat ' 8 ' Total Owner ao defined hyRCVV18.28.281:hU Owner will occupy the structure for two years after this elwotritop permit is finalized, (2) Owner iurequired to hire nn electrical contractor |y above said property is|ormu|n,mnto,|eose.Porm|toup|rexmftersixmmnthoV[lastinmpnu{ion- /fternmdingthwobmveobdomumt,|Nooabycodh/thodIumthoownoruftheabow4namoUpmpadymmKcenoad electrical contractor, }ommaking the electrical installation ur alteration in compliance with the electrical laws, N.E.C..RCVK Chapter 10.28,VVAC. Chapter 280-4GB. The City ufPort Angeles Municipal Code, and Utility Spoo|fica§onoand PAMC14.06.OSU regarding Electrical Permit Applications. Signature nf owner, electrical oxntnoctornr electrical administrator: O Cash O Check OCrednCard#___ x Dated: 8/15/2014 0110112012 ELECTRICAL PERMIT CITY OF PORT ANGELES 360 - 417 -4735 Application Number 14- -00001004 Date 8/25/14 Application pin number , . . 943580 Property Address , . , . . . 932 E FRONT ST ASSESSOR PARCEL NUMBER: 06 -30 °00--7 -2- 0200- -0000- Application type description ELECTRICAL ONLY Subdivision Name , , , , . Property Use . . , , . . Property Zoning . . . , . . . COMMERCIAL ARTERIAL Application Valuation . . . 0 ---------------------------------------------------------------------------- Application desc Lights`/ Rcpt Consultation room Owner Contractor SEC PORT ANGELES LLC SEA TAC ELECTRIC INC 845 106TH AVE NE STE 100 7056 S 220TH ST BELLEVUE WA 98004 KENT WA 98032 (253) 872 -5553 Permit , . ELECTRICAL ALTER COMMERCIAL Additional desc . Permit Fee 84.00 Plan Check Fee .00 Issue Date 6/25/14 Valuation . , . , 0 Expiration Date 2/21/15 Qty Unit Charge Per Extension 1.00 74.0000 ECH EL -COMM BRANCH CIR WO/ S/F 74,00 2,00 5.0000 ECH EL -ECH ADDNT BRANCH CIRCUIT 10.00 -------------------------------------------------------------- -------------- Fee summary Charged Paid Credited Due ----------- - - - - -- - --- - - - - -- ---- - - - --- ---- - - - - -- ---- - - - - -- Permit Fee Total 84.00 84.00 .00 .00 Plan Check Total 00 .00 .00 .00 Grand 'Total 64.00 84.00 .00 .00 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN •L FINAL COMMENTS: PERMIT WILL EXPIRE S.IX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G:IEXCHANGMB UILIDING 08/26/2014 19:07 FAX 3606139515 HANSON SIGN CO 10002 1 REC,rivrn C[Li OF ORI ANGEiES PERNIIi APPLICATION �� Building Division/Electric9l Inspections ? 014 321 Just Fifth Street —P.O. Box 1150 /Port Angeles Washington, 98362 Ph: (360) 417 -4735 Fax: (360) 417-4711 4 IN ECj S" Date: ' 14 _)( MuithF'amlly or Commercial* * Plan Review May Be Required Please Complete Eleclt'ical Plan Review Information Sheet Job Address:✓ Building Square Footage: Bescription of above i 11a Owner Information Contra r Information Name: Name' Mailing Address: Malling Address .O , City: State: Ip: City. State: -W. A ..zip: Phone: Fax: Phone: max: r license # 1 Exp. License # 1 Exp. Item Unit Charge_ fhy Total LQty Multiplied by Unit Charnel Service/Feeder 200 Amp. $132.00 $ Service/Feeder 201-400 Amp. $160.00 $ ServicelFeeder 401 -800 Amp $ 225,00 _ -- ServicelFeWer 601 -1000 Amp, $ 286,00 — $ _- Service/Feeder over 1000 Amp. $ 410.00 $ Branch Circuit W1 Service Feeder $ 5.00 $ Branch Circuit W10 Service Feeder $ 74,00 $ Each Additional Branch Circuit $ 5,00 $ Branch Circuits 1.9 $ 66.00 Temp. Servlcel Feeder 200 Amp. $102,00 $ Temp, ServicalFeeder 201-400 Amp. $121.00 $ Temp. ServicelFeeder 401.600 Amp. $164.00 $� Temp. Servicslfeeder 601.1000 Amp , $185.00 Portal to Portal Hourly $ 96.00 $ SignlOuttine Lighting $ 88.00 Signal Circuit) Limited Energy – Multi- l =amily $ 64.00 $ Signal Circuit/ Limited Energy ! First 1500 sf – Commercial $ 96.00 $ Note: $5.00 for each additional 1500 sf Renewable Electrical Energy - 5KVA System or Less $113.00 Thermostat $ 56.00 $ Note: $5.00 for each additional T -Sta1 $ S . OC:L Tofiat Owner as defined by RCW,19.28,261: (1) Owner will occupy the structure for two years after this dectr oal permit is finalized, (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. 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 installation or alteration in compliance with the electrical laws, N,E.C„ RCW. Chapter 19.28, WAC, Chapter 296 -4613, The City of Port Angeles Municipal Code, and tUfility Specifications and PAMC 14.05.050 regarding Electrioal Permit Applications. Signature of owner, electrical contractor or electrical administrator, ❑ cash O check — Dared: r 011A1J7Al2 x ELECTRICAL PERMIT CITY OF PORT ANGELES 360 -417 -4735 Application Number 14- 00001028 Date 8/28/14 Application pin number 232372 Property Address . , . . , , 932 E FRONT ST ASSESSOR PARCEL NUMEER; 06-30-00-7-2- 0200 -0000- Application type description ELECTRICAL ONLY Subdivision Name . , , . . Property Use Property Zoning . . , , , . , COMMERCIAL ARTERIAL Application valuation , . . , 6 ------------------------------------- Application desc Signs ` Owner Contractor ------------------------ SEC PART ANGELES LLC HAN20N SIGN CO. 845 106TH AVE IQE STE 100 PO PDX 928 HELLEVUE WA 98004 SILVERDALE, WA. SILVERDALE WA 98383 (360) 613 -9550 ------------------------------------------------------------ - --- -- - - -- Permit . , . . . . ELECTRICAL ALTER COMMERCIAL Additional. desc . , Permit Fee , . . , 88100 Plan Check Fee .00 Iosue Date . , , . 6/2$/14 Valuation . . , . 0 Expiration Date , . 2./24/15 Qty Unit Charge Per 1100 88,0000 ECH E Fee summary Charged Permit Pee Total BS,00 Plan Check Total 00 Grand Total 88.00 Extension G -COMM -SIGN 88,00 Paid Credited Due 88.90 DO .00 .00 .00 00 88.00 .00 .00 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -TN FINAL COMMENTS; PERMIT WILL EXPIRE SIX (6) MONTHS rROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: GAEXCHANGEMILDING b. X I C, Application Number . . . . . 22-00000996 Date 8/10/22 Application pin number . . . 441604 Property Address . . . . . . 932 E FRONT ST ASSESSOR PARCEL NUMBER: 06-30-00-7-2-0200-0000- Application type description ELECTRICAL ONLY Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . COMMERCIAL ARTERIAL Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc Energy management system ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SEG PORT ANGELES LLC STONE RIVER ELECTRIC LLC 845 106TH AVE NE STE 100 1244 GALLATIN PIKE S BELLEVUE WA 98004 MEMPHIS TN 38125 (615) 885-0019 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL ALTER COMMERCIAL Additional desc . . Permit Fee . . . . 96.00 Plan Check Fee . . .00 Issue Date . . . . 8/10/22 Valuation . . . . 0 Expiration Date . . 2/06/23 Qty Unit Charge Per Extension 1.00 96.0000 ECH EL-LIMITED 1ST 1500 SQ FT 96.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 96.00 96.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 96.00 96.00 .00 .00 PREPARED 8/09/22,10:47:55 PAYMENT DUE CITY OF PORT ANGELES PROGRAM BP820L --------------------------------------------------------------------------- APPLICATION NUMBER:22-00000996 932 E FRONT ST FEE DESCRIPTION AMOUNT DUE --------------------------------------------------------------------------- ELECTRICAL ALTER COMMERCIAL 96.00 TOTAL DUE 96.00 Please present reciept to the cashier with full payment ELECTRICAL INSPECTION WIRING REPORT APPROVED NOT APPROVED DITCH ROUGH IN/COVER SERVICE FINAL COMMENTS: Energy Management System NOTIFY INSPECTOR at (360) 808-2613 WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DATE PERMIT # INSPECTOR 9/6/2022 22-996 TAP OWNER CONTRACTOR Stone River Electric PROJECT ADDRESS 932 E Front St