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Home My WebLink About127 S Lincoln St #8 - Building cJ,OAt~. $fi~~ Dfi "'r;'-' CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION J21 EAST 5TH STREET. PORT ANGELES. WA 98J62 Application Nuniller pin nuniller Property Address ASSESSOR PARCEL NUMBER: Application de~lcription Subdivision Name Property Use Property Zonin9 . . . Application valuation 05-00000123 Date .970097 127 #C8 S LINCOLN ST 03-63-00-0-8-6387-3000- ELECTRICAL ONLY 2/24/05 UNKNOWN o Owner Contractor SPARKS CONNIE 127 S LINCOLN PORT ANGELES WA 98362 KIRSCH ELECTRIC INC. P.O. BOX 33 96 SEQUIM WA 98382 (360) 683-6819 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - -- Permit Additional desc Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL KIRSCH/ 200A SV~. KIRSCH ELECTRIC INC. 78.70 Plan Check 2/24/05 Valuation 8/23/05 Fee .00 o .~ ~ Qty Unit Charge Per 1.00 78.7000 ECH EL-MANF HOME SERVICE & FEEDER Extension 78.70 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 78.70 78.70 .00 .00 plan Check Total .00 .00 .00 .00 Grand Total 78.70 78.70 .00 .00 ~ ~ ~ ~ ~ \'-. "- ^ "- r\) \J '" ~ , tJ1 "\ COMMENTS/ACTION NEEDED ELECTRICAL PERMIT INSPEgJON RECORD CALL 4174735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT J08 SITE INSPECTION TYPE DATE ACCEPTED COMMENTS I YES NO Urn';H I 1l11l II ;I-I-IN I CUV Jj.K ~h.K VICh I .J-/?;Z 10"'- Ar^--./ I , -i GENERAL COMMENTS: PW-1102.U (4'96) CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Ncmiller Application pin nwnber Property Address ASSESSOR PARCEL NUMBER: Tenant nbr, name Application tl~e description Subdivision Name Property Use Property zoning . . . Application valuation 05-00000177 Date 903931 127 ~ S LINCOLN ST ~~ ~ 03-63-00-0-8-6387-3000- BIRDI ARBAUGH RES MANUFACTURED HOME 5/19/05 UNKNOWN 700 Owner Contractor Structure Information Construction Type occupancy Type Other struct info BUY RITE HOMES 3543 W.STATE HWY 16 SEBRING (479) 795 000 000 1976 SKY/KIT 924 SF TYPE V NON-RATED SINGLE FAM & CONGREGATES TOTAL % LOT COVERAGE EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS FL 1. 00 1. 00 1. 00 924.00 924.00 1. 00 N ....,J Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Dat:e BL MANUFACTURED HOME 1976 SKY/KIT 924SF #04940247J 45559 230.00 Plan Check Fee 5/19/05 Valuation 11/15/05 V\ .00 700 C r/A-/~('/ /(~/- ( - '" ~ {\ o c-- S BASE FEE Extension 230.00 Qty Unit: Charge Per Special Notes and Comments Building address sign shall not be less than 6" & not more than 12" in height. Nwnbers colors must contrast with wall color they are mounted on. (Ord. 14.36.050-E) When roof gut:ters are installed, drains will located in dry wells or piped to approved storm drain locations. The Fire Department has reviewed the project application and has no comments The unit's location is not within the specified foot print for the lot. Being a nonconforming lot, it is important to identify tha1: the home is placed within the required site area ON the noted lot. If this is a new location, an accurate site plan must be submitted for review showing the new lot dimensions and setbacks per the RTP zone. 05/12/2005 04: 35 PM SROBERDS __uu_ -- - n______ ------ --- The proposal is to place a single wide mobile home in an RTP. The site is #8 and is not situated as originally approved; however, as proposed in the site plan dated 4/15/05, placement is within the intent of the original plan. No further units may be placed within the park until a full site plan is reviewed. Electrical permits are required. fJ\ -to ~ 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 ord' ances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not sume t ive authority t late or cancel the provisions of any state or local law regulating construction or the performance of con truc' 't1~ Signature of Owner (if owner is builder) Date T:\Policies\ II 02_15 building permit inspection record05. wpd [1/4/2005J BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE / DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR / SLAB ROUGH-Ii'< WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING FRAMING JOISTS / GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF / CEILING DR YW ALL (INTERlOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL / FLOOR / CEILING MECHANICAL HEA T PUMP / FURNACE / DUCTS GAS LINE WOOD STOVE / PELLET / CHIMNeY COMMERCIAL HOOD / DUCTS MANUFACTURED HOMES FOOTING / SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT #'s SEPA: PARKING/LIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 4 I 7-4735 ELECTRlCAL LIGHT DEPT CONSTRUCTION R.W./ PW/ CONSTRUCTION - R.W. ENGINEERIi'<G 4 I 7-4807 PW / ENGINEERING FIRE 4 I 7-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\Policies\1102J5 building permit inspection rccord05.wpd [1/4/2005] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 ~pplication Number . . . . . 05-00000177 Application pin number 903931 Page Date 2 5/19/05 Special Notes and Comments Public works electrical engineering has no requirements for this plan review. Any modifications to the City's electrical facilities will be at the customer's expense. Connection Fee DOES NOT Apply. Public works utility engineering has no requirements for c, this plan review. Other Fees STATE SURCHARGE 4.50 -----.----------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 230.00 230.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Totcal 4.50 4.50 .00 .00 Grand Total 234.50 234.50 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Owner (if owner is builder) Date Signature of Contractor or Authorized Agent Date T:\Policies\1102_15 building pennit inspection record05.wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS 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 FOIJNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE / DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING FRAMING \Si4lldiI10 Bloct "- 11<- Dolk.in ~ S--2C<.~:; A P JOISTS / GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF / CEILING DR YW ALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL / FLOOR / CEILING MECHANICAL HEAT PUMP / FURNACE / DUCTS GAS LINE WOOD STOVE / PELLET / CHIMNEY COMMERCIAL HOOD / DUCTS MANUFACTURED HOMES FOOTING / SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT #'s SEPA: PARKING/LIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRCCTION R.W. / PW/ CO)\,'STRUCTION - R.W. ENGINEERING 417-4807 PW / ENGINEEIUNG FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 / PLA;-"'NING DEPT. BUILDING 417-4815 /') / itfl i) i} -), , BUILDING JLt.. T:\Policies\110215 building permit inspection record05.wl'd [1/4/20051 tI1 tI1 >-3 I'd I ::; il ~ 8 t;JE; Cl'd t"' t"' ><: ~ I H:oO \D tJj '0 I 'd:oOzzzo >-3'" \D >-3 '- I t"'[;Jf:J;BGl ><:'0 Ul H I :<> 0 0 10 >-l I Zt"' :<>>-3Ul 0:00 H H ., I ~. Cl- Ul "'''' I >-3 0 Cl I tI1 OZ '0 ~ Cl:oO~ I ",. :00 tI1. OH :00 :00 :00'" en en 0'" >-3'- '-'- 3:10 0 "'''' 'dc::o 00 3: tIl 01f-1 ~~ 00 t"''''o ~,:"nS!~~ '-'- "'Ul Glo 00 >-3>-3Cl owo 0 ",en en en "''''t" OOOitlHC/) t"'- 00 o I Z H '" GlHi OO:J:O't-3::r:>rt1 UlH OOG:ltIj~H '" -ft H , :r: tI1Z :<><=-< -.J '" :r::<>Cl en 'dt"' ...J I ~ 0 c:: 0 -.J t"' ~~i ,t>t"'3:Glt"' ::.01 ~t1j~Z '" t"''d tI:lUlt:1(j) '" >-3 (J)~~ Ul >-3 ~';'''' [J) 0'0 '0 I-'tIlf-'tJ:lob:1tIl :000= c::o :<> tvHt'VC:::LT1HC:: "''''0 ",0 Cl ..........:;O.........H..........::OH [J)Ul~ :<>0 '" ot:lOt'1r0t::;1~ [:iQ ClI UlHlJ1t::lOHt:l >-3 ..........t1j..........H........... 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If you have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 Architect/Engineer: Contractor lw.;-I! T~ Ifh1E5 Address: 2_C;9tjO,~ ~ V /~ I I PROJECT ADDRESS: /2'/ ' c.}, Phone: MJ -tJ 7~ Phone: ~. ~';.-%-Z-6.0J3 .g~1 ../ft-f~k.s Zip: 98..5~ L Phone: LEGAL DESCRIPTION: Lot: CLALLAM COUNTY PARCEL NU1v.ffiER: State License #: BUY/I,JJ/ ff[)SIJt.fl;xp: S/.u> IIJ 14 ,City: \.. <;'e1'.L/~ tlAJc,aLAi sr ;;;p c.-6 ~: Subdivision: k;oI/ Ih~L /./J. /!t;,e~ Phone:I,,BI-() 77 7 Zip: 98c!Jt9L,; ZONING: SjJ' /I Credit Card Holder Name: d City: Billing Ad ress: Credit Card Type V1SA MC # Exp. Date: TX;PE OF WORK: SIZEN ALUATION: e'Residential ~ew Consu'. 0 Re-roof 0 Stove SF. @ $ ISF. = $ o Multi-family 0 Addition 0 Move 0 Garage SF. @ $ ISF. = $ o Commercial 0 Remodel 0 Demolition 0 Deck SF. @ $ . ISF. = $ o Repair 0 Sim 0 Other TOTAL VALUATION $ BRIEF DESCRIPTION OF THE PROmCT: /'!7t, SKf~T /'Ixl,~ SjAl o </-9t/()2..t.J7J 1AJS""AIIIJ-TI()~ I);:' /1?()b;l~ 110mi!' t/ '1 . -~-(; / ~ "\ "' 7(JO .IJO Occupant Load: & Proposed Sq. Ft. Construction Type: q. f = TOTAL Sq. Ft. 62cf 'sF COMMERCIALIRESIDENTIAL: Occupancy Group: No. of Stories: -.L Lot Size: Existing Sq. Ft. Total lot coverage % APPRO V ALS: PLAN: BLDG: DPWU: FIRE: OTRER: t ie' jf ~"',.. S .' d .~ ..".". -- PLANNING USE ONLY: 1'1 J:~1- ESA/Wetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other: BUILDING PERMIT APPLICATION SUBMITTAL: The Building Division can provide you with infornmtiol1 on the application and plan submittal requirements if you have questions. 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 cun'ent fee schedules. Contact the Pernnt 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 ofpernnt 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 R1 05.3.2 of the International BuildinglResidential 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 understand that if is my responsibility to determine what permits are required, the CI and Date:~;;I/~ T:\RVESS\BLDG-fonns-brochures\2003-B uildingpermit.wpd tJj >-3 '0 ::;~i;8t;jE; n'O I:""' ><: ~ H:oO tJj '0 'O:oOZZZO >-301 >-3 --... 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Z 0 , >-3 , "-<>-3 Z H , pH 0 01 'U'U [f) , 3:n >-3 0 :r::r: 51 , 01:>': 01 0 00 , [f)01 [f) :E: ZZ 0 , >-3 Z 0101 H , I:""' [f) <: , .. , I:""' , H , 01 ", , :00 -..J I:""' '" ><: , -..J '" U1 O'U PP >-3c;:l 0101 U1 --... tv 0 --... 0 U1CD -----~ " \ off,~<- J >~ L-- /1 },o;:." /~~\ 1 I, I 1 l' I' ! I r--~ I I~ /l:} /l" ! \,,) V, i I") ~ ! ~ c.1 b~ S2 L-~ .-1 8...- I!-l' .7 ~ ~ , ~ ~I 110 J-1 I( II I I ! 'lfC,. I l" ~ I ( METGA I. $- ~ I l' I ~\ Y')'. I \) ~', II i }toMe j 't I2..X ~t, I ~ I I I ~ i , I ~I I I I U /3' ' --.. ~ .3, ' . --'7 S) (. 7' ~ I I 41 0,"" "'_~___...".__" .~, _~ / -) ! / / i / I I I t( I~I I l 1\ ..a \ ~\ ~I \ i J I I I I , I ( I I I \ I ~-lE ~_~-I] \VJ [E ~ I ~PR 1 2 200i I I I CITY OF PORT ANGELES I :.):'~'_\t__ of Con!mup!ty DE'~ejopm~.~t ._.: i I ~ /Lbt I;) ~ Peabody Creek RV Park 127 So. Lincoln Street Port Angeles, W A 98362 TO WHOM IT MAY CONCERN: I [ffi [Ej[;U~J W [E [OJ I !.. !APR 1 2 2005J I l I ' . .. I CiTY OF PORT ANGELES ' , ,.~ j ,'" : .' '. ;'.",' , -, c' ~" : '~'.'." -'<".;.'", March 25,2005 Space No.8 in Peabody Creek Rv Park is a permanent s pace for a mobile Home. .~i~~e(krelY; /' , ../ (J/ /)' , '~ a)L~{(-;{l( \Pat Me Donagh, owner \ 1-800-392-2361 Phone:360-457-7092 Fax: 360-457-7092 Email: peabodyrv@peabodyrv.com J2' d/,"Q' &~, 150 Feet Vertical Datum = NA VD 88 Horizontal Datum = NAD 83/91 N Area Map This map is not intended to be used as a legal description. ,,;',;:+<~ This map/drawing is produced by the City of Port Angelesfor its own use and pU1poses ~ An.v other use of this map/drawing shall not be the responsibilitv of the Cit\". :~ "P-34 . P-32 P-3O P-28 P-26 P.24 P.22 ;--- P-38 p.se ~1. <~ '."".. . '~e ~~-i.' ;-'.' ~', .~ .~~....... v .'i t") ;( . ~." .....~...'.~....'.....'e ? :~ ,~{ ~l{; ..,:.>......~~.'^.i . ,~', , I . @ ..e ~a 51 . =e ~ l~le ~ . [4~J L:41 J ~;~C~-'l ~. e.e LINCOLN ST. PEABODY CREEK R.~ PARK Pat McDonagh, Owner J Formerly City Center R. V. Park 127 S. Uncoln Port Angeles, WA 98362 Phone (206) 457-7092 Space No. 8 SPEED LIMIT 5 MILES PER HOUR CHECK OUT TIME: BETWEEN 11 :00 a.m. & 12:00 noon OVERNITERS PERMANENT SPACES . QUIET. CREEK . LAUNDRY ROOM . CLEAN RESTROOMS & SHOWERS . PROPANE GAS . ELECTRIC, WATER & SEWER CONNECTIONS . WALKING DISTANCE TO FERRIES AND SHOPS r l ~EE NOTE 13 SEE NOTE SEE NOTE SEE NOTE SEE NOTE SEE NOTE #3 I._.J r-, I.WN BEAMS r-, r-, r-, ---~--- LB~-i-Bj--~____ L~J - PIER SUPPORTS -. .. FOOTINGS. - . (SEE NOTE #1) (SEE NOTE 1-2) PERIMETER SUPPORT SEE NOTE 14) r-, r-'r_, ------- f B I --------f-S-i- _ I ~ I _ I._.J I._.J I.~.J I._.J r-, I._.J NOTES: 1. SEE TABLE 4~1 FOR REQUIRED PIER CAPACITY AND SPACING. 2. SEE TABLE 4.3 AND SECTION 4.2 FOR FOOTING REQUIREMENTS. \\\11\111111/111/ . "" C D '" ",...,... ~ ...:....01:<:/'",.. $ O~.".6\STE~.-."~~ g ') ..'~f() No (:"0....'" ~ ~ . ~ ~ / ENE8703571 \ ~ =*: ...- :*;. ~ ""'tI .. ~T.'A""'E OF .: ~ = .. ~. ;) 1'"\1. . ~ _ \ca;:../'VOIA~~'~1 . .. ("".It.... ,.....- "'_, ~ "'" vir ....h... c.,:\v ~ ""- ~""''' '10NA\.~~'!.~+'" ~: l "....,..~ -........:. . ':\ II/f, 'j') ~ . ~~., ~ ;., ''l! 3. PIERS SHALL BE LOCATED AT A MAXIMUM OF 2. FEET FROM BOTH ENDS. 4. PIERS SHALL BE LOCATED AT EACH SIDE OF ALL' PERIMETER OPENINGS (4) FEET OR GREATER IN WIDTH. THIS WILL INCLUDE DOORS, WINDOWS, RECESSED ENTRIES, PORCHES, ETC. USE TABLE 4.2 FOR PIER CAPACITY REQUIREMENTS. CITY OF PORT ANGELES... \~ The Issuance of this permit Oasec1 upeir cations and other data shall not prevent t. from thereafter requiring the correction 01 2:,., plans, specifications and other data, or Ir:J1TI u;,,'. building oper~tions being carried on tliereondc; W 'II iil violation of all codes and ordinances of this Joris ClI0ll. (SECTION 303(C) . U 'form uifding Code.) Approval Date I By ~L FIGURE 4.2 TYPICAL BLOCKING LAYOUT FOR SINGLE-SECTION HOMES 13 PiER 1 PIER 2 PIER 3 I-BEAM SHIMS ~ ~EE~TE~ ~ I-BEAM PIER FOOTING 12" MIN STEEL OR CONCRETE MANUFACTURED PIER (SEE NOTE #5) SINGLE BLOCKS MAXIMUM HEIGHT = 36" (SEE NOTE #2) . DOUBLE INTERLOCKED BLOCKS MAXIMUM HEIGHT = 80" PIER 4 FOOTING STEEL REINFORCING BARS (#4 GRADE 4{) MIN) PLACED IN mE PIER CORNERS (4 PER PIER) _____. DOUBLE CONCRETE BLOCKS WITH ./" . ALL CElLS FlUED WITH CONCRETE AND LAID IN MORTAR \1111111"1111" ,,\\ CO'',, ~"" -, . Or- 1'1" ~",",~.,... ........ <"'()"" "... ~ ~.....(,\STE"I?......'-A "1:- .. iiI..'t-~ ""0 "O'.v ~ $: '. w.:. s : :ENE870J571 ~ :: = . ;" .. ....~ ": -. ~ .. . . - i ~\. $TATE OF /,Cf; ff c.~. _'~~ ~":;. ~~'~~OIA~.~;~ # ""'~~'ONii)~;~""(, ...... NOTES: '''ft''IlI1l,~~ 11/8/'1<;; -.~ 1. CONCRETE BLOCKS FOR PIERS ARE 8x16)(8 NOMINAL SIZE, HOLLOW CELL LOAD BEARING CMU'S MANUFACTURED IN CONFORMANCE WITH ASTM C90-70, GRADE 'N'. OPEN CELLS ARE VERTICAL. 2. SINGLE STACKED CONCRETE BLOCKS ARE ORIENTED SO THAT LONG DIRECTION (S PERPENDICULAR TO lliE LONG DIRECTION OF THE MAIN BEAM. . 3. FOOITRS MAY BE PRECAST OR POURED. BUT, IN ElTl-IER CASE, MUST BE LEVEL IN ALL DIRECTlONS. 4. PIERS ARE TO BE PLACED ON THE FOOITR APPROXIMATELY CENTERED SO THAT THE FOOTER PROJECTION FROM THE PIER IS EQUAL FRO>,4 SIDE-TO-SIDE AND FRONT-TO-BACK. PIERS MUST BE lEVEL VERTICALLY ON ALl.. SIDES AND SQUARE WITH THE FOOTER. 5. PREFABRICATED PIERS (TYPE 13) ~UST BE CERTIFIED FOR A RATED CAPACrTY AT LEAST EQUAL TO THE LOAD DETERMINED FROM THE TABLES. 6. CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH (Fe') OF 3000 PSI AFTER 28 DAYS. 7. G,Ap BETWEEN TOP OF PIER AND'MAlN FRAME MAY BE A WOOD PLATE (NOT EXCEEDING 'L IN THICKNESS) AND SHIMS (NOT EXCEEDING ,- IN Tl-iICKNESS). SHIMS SH.Ali. BE AT LEAST 4- WIDE AND B" LONG, FITTED AND DRIVEN TlGHT BElWEEN WOOD PLATE OR PIER AND MAIN FRAME. (SHIMS TO BE PERPENDICULAR TO I-BEAM) TWO INCH OR 4- SOULD CONCRETE BLOCK MAY FILL REMAINDER OF GAP. DOUBLE INTERLOCKED . BLOCKS MAxIMUM. HEIGHT = 96" ') _ FI.GURE 4.1 TYPICAL ,.PIER CONSTRUCTION 12 " ,l t ~:. '''~ 7',~ ~ ' ( f , . ~^' ,. . .' '" >i . ( :f ., ~ .~ , . , - ,~ -; ;,. ~ 1 . I! I;? '~ '~J.' :tll : .~~: > " t.~ 1 ~1 .;;. ): \ t." , I. . . . If \ 't # : i ",1 .. .. :: -.K '& I~ ~ , " 0: ,- t' ,t I <i ~.. ;/ r. '; . I' " ) f'!'~ 'I' ' ',., "'/ill'" ~.j' ." . -";t.,.'\-J.., I." II . ,t. ! i" _, ':~S'~f:,f:Tl:" ~'.J" t,-, ~.;.4!).~.'r~" ,~.;,'" ." '~.. "t.:' '~f'1L:i:.2. ~'. .:;. i'~~.'\:: . >;.-:.... ,:'~:~~:,J!,~;# .,' . '.. ~ I, . , , . f . ~...1" , i' ..,": j.' .: " . '. .,1 .' ;' , , " " CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION 321 EAST 5Tit STREET, PORT ANGELES. WA 98362 ELECTRICAL PERMIT ISSUED: 11/07/2002 PERMIT NO 7886 OWNER/APPLICANT PROPERTY LOCATION CITY CENTER TRAILER PARK 127 LINCOLN S 127 SO. LINCOLN Lot: 1-6 & 10-15 Port Angeles, WA 98362 Block: 55 [] Long Legal 360/457-7092 Subdivision: JOHN TAYLORS SUB T: S: Parcel No: 063000645500000 CONTRACTOR ARCHITECT ELECTRIC SERVICE n/a 924 DRAPER RD. PORT ANGELES, WA 98362 , 98360-0000 360/452-6424 360/000-0000 PROJECT INFO Project Type: MISC Project Value: $0.00 Occupancy Type: RESIDENTIAL Construction Type: -,,J Occupancy Group: Zoning Use: CBD Electrical Heat: [] Baseboard 0 KW [] Riser [] Underground Service 0 [] Furnace 0 KW [] Overhead Service Voltage: 0 [] Heat Pump 0 KW [] TempService Phase: [] 1 [] 3 [] Fan Wall 0 KW Service Size: 0 Feeder Size: 0 PROJECT NOTES INSTALL 200 AMP SERVICE FOR MANUFACTURED HOME FEES ASSESSMENT Service: $0.00 Additional Feeders: $0.00 Circuit Wiring: $76.30 Temp Service: $0.00 Misc Fee: $0.00 TOTAL FEE: $76.30 AMOUNT PAID: $76.30 BALANCE DUE $0.00 COMMENTS/ACTION NEEDED ELECTRICAL PERMIT INSPECTION RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLA IFFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PIAuNS AT JOB SITE DITCH ROUGH-IN / COVER SERVICE FIN,~ I/~//,,/t~l rfP/A / / GENERAL COMMENTS: :f9CRTA.'\! l'O~~~ ~ L~ ..--: 'l.oii:1C~ CITY OF PORT ANGELES PUBLIC WORKS - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 tsUILDING PERMIT OWNER/APPLICANT CITY CENTER TRAILER PARK 127 SO. LINCOLN Port Angeles, W A 98362 360/457-7092 T: S: ISSUED: 4/0212002 PERMIT NO: 13285 PROPERTY LOCATION 127 LINCOLN S Lot: 1-6 & 10-15 Block: 55 IZI Long Legal Subdivision: JOHN TAYLORS SUB Parcel No: 063000645500000 CONTRACTOR WILSON CONSTRUCTION P. O. BOX 2718 PORT ANGELES, WA 98362-0000 360/452-9833 PROJECT INFO Project Value: $34,000.00 Project Type: ACCESS BRIDGE Occupancy Type: COMMERCIAL Occupancy Group: Construction Type: Zoning Use: CBD ARCHITECT N/A , 98360-0000 360/000-0000 SFD Units: 0 SFD sa FT: 0 MFD Units: 0 MFD sa FT: 0 Commercial: Industrial: Garage: o o o PROJECT NOTES REPLACE ACCESS BRIDGE ACROSS PEABODY CREEK RECEIPT#8917 FEES ASSESSMENT Building Permit: Plan Check: State Surcharge: House Moving: Manufactured Home: Sign: Plumbing: Mechanical: Radon: $482.65 $289.59 $4.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Misc Fee 1: Misc Fee 2: Misc Fee 3: $0.00 $0.00 $0.00 -r- f") -J ~ ) _ r ;; () D - > 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 TOTAL FEE: AMOUNT PAID: BALANCE DUE: $776.74 $776.74 $0.00 Date x '-' :;l. - Ov- Date BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING 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 FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT # ROUGH-IN PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING FRAMING JOISTS / GIRDERS SHEAR WALL WALLS / ROOF / CEILING DRYWALL T-BAR INSULATION SLAB WALL / FLOOR / CEILING I MECHANICAL HEAT PUMP WOODSTOVE / PELLET/CHIMNEY / INSERT HOOD/DUCTS PW UTILITIES / SITE WORK (Engmeenng O1vlslon) SEPARATE PEJU,IlT #'s WATERLINE / METER SEWER CONNECTION SANITARY STORM 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 ELECTRICAL - LIGHT DEPT. 4 I 7-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W. / PW/ CONSTRUCTION - R.W. ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT. 4 I 7-4750 PLANNING DEPT BUILDING 417-4815 111 ~/5-0L lie? BUlLDING C \APPL WPD E! N' 0: V E C ------------------------- --' - & ASSOCIATES INCORPORATED December 26, 2002 Mr. Lou Haehnlen City of Port Angeles Public Works & Utility Department 321 East Fifth Street Port Angeles, WA 98362 SUBJECT: Peabody Creek RV Park. Bridge Replacement Dear Lou: CML ENGINEERING LAND SURVEYING 519 South Peabody Street, Suite 22 Port Angeles,Washmgton 98362 (360) 417-0501 Fax (360) 417-0514 E-mail: zenovlc@o]ympus.net This office performed special inspections and structural observation during the construction of the bridge noted above. The following special inspections were performed: a. Concrete test specimens were taken during the placement of concrete for the precast bridge deck. Enclosed are final concrete test results showing that the compressive strength of the concrete meets the requirements of the design. b. Reinforcing steel was inspected for conformance with the approved plans and approved prior to placement of concrete. c. During the driving of the steel pipe piles. All pipe piles were driven to a minimum capacity of 25 tons. Depth of piles varied from 11' to 14'. Based on the inspections it is the opinion of this office that the work, to the best of the inspector's knowledge, is in general conformance to the approved plans, specifications, and applicable codes. Please call me if you have any further questions on this matter. ?~ Tracy Gudgel, P.E. Enclosure Fc: IN 02064 1l~ , "- ~\ {'. ~~'" ~ , ~ \ 'h, ,...., 0 ;~.J$, , \\J) N I~_",", """-~ I." -...., [_ ~_:r1-." ~\ ~ 1J '" t- ~, !~ ~ c.. 1 . . r " / it y.~ .~ ~.~) ii,,' .(J""" , .d<t't. '..~ \.,:;!'.. <;-.... ~ ~ "I' f" ...~I,.. ;-:'~I ' ~~:~1'?:8~ ..~.. ,....,J Sent By: krazan; 360 598 2127; 8-- ~TES I N COR r 0 R ^ T ~ D fJ Dec-26-02 2:20PM; IlL. - ... Page 4/4 ,<- Job No. (i wu-J Date Cast '1- tj. 0 L Project Pr A"'OD~ I( ~ I'~~<. ~a.l~r Contractor W....,>o,,) G-,"'4;T. Concrete SUpplier A~ \,~ (0('11. REPORT OF CONCRETE TEST SPECIMENS Client Address CIVIL ENGINEERING LAND SURVEyING ~ I 'J Soulh Pc.lbOdy Slrccl. Suile 4 PO" Angeles, W<I\llInglon 98162 (160) 417.050 I ['AX (160) 417-0514 1"lIlall @I)VIC0\<>tVlllrlU,-:' Subcontractor Cast By J. 1'\r\"lflh'''''' := COMPONENTS No. of Trucks 3 No. SackslYard L; 'ir.... Weight Lbs. Total No. of Yards Cement Type Coarse Agg. Size Fine Agg. _ Cement Water 2.'1 Lbs. Lbs. GallYard Air OzlYard SLUMP TEMPERATURE AIR CaNT. UNIT WT. DESIGN '1, '" ., LI- -'''ID MEASURE 5 ~Q' ~.'5 MEASURE I"~ t ,c,,' t::..lri MEASURE LI -y,- - U'A~ c..4:; MEASURE MEASURE MEASURE CONCRETE SPECIFICATIONS ~. Required Compressive Strength f)Cb., Additional Requirements PSI At ~6 Days Weather Oo/v( ,~~t Remarks MISCELLA ~EOUS Air 1 emp ~5 OF Location/Purpose of Pour ou._ 1 '-'^L. III . I __ 360 598 2127/; Dec-26-02 2:20PM; Page 3/4 Sent By: krazan; _ .~ Krazan & Associates, Inc. 20'71~ ~O_ OJ _voJ ''''.~ :::SUIte 3e, pours.VVA 98370 (360)-598-2126 · . Project No. 106-02005 Cyl. Code P3202 PoJr Date 4-9-2002 Report No. 2890 length Max. Compo Tested Break Test Method Area Load Str. (psi) Set# By Type 12.56 43640 3.470 TR 2 ASTM C39 X 12.53 65300 5,210 TR 1 C-1231 X 12.55 64210 5,120 TR 1 Other Compressive X Flexural Weather OVERCAST Jurisdiction Project ZENOVIC LAB Location PEABODY RV PARK BRIDGE ClIent : Field Data ! Supplier ANGELES CONCRETE S'te Mix Plant No. ! Concrete Prisms Mortar Grout Flex :learns Other Grouted Ungrouted Time Truck # Ticket # % Air Cone. Air Temp. Temp. Unit Slump (F) (F) Wt. 45 ----- -~ ------- "-- Placement Area Footings Walls Slab X Columns Grade B/'iams :>ther Slab/Deck Pilings Grids Remarks SEE ATTACHED ZENOVIC REPORT FOR M(~RE DETAIL Inspector CAST BY CLIENT . - Reviewed B~ .aboratory Data Cyl. Test Code Date :l3202-1 4/16/2002 :>3202-2 5/7/2002 )3202-3 51712002 )3202-4 '3202-5 '3202-6 '3202-7 '3202-8 Design Strength 500P Dis Age Dim. Po 7 4X8 8 28 4X8 v 28 4X8 ~marks !sults Reviewed By # Permit No. Engineer Architect Contractor WILSON CONSTRUCTION , [ 0 --- I ' Reported Batch Data I I Cement Type I II DeSIgn Actual I Mix 11I0. r I I Cern. Ibs. I ] I F. Ash Ibs. I I I j I C. agg Ibs. [ r I I C. agg. Ibs. 2 I I I C. agg Ibs. 3 I I I Sand Ibs. I i II Water Admixture I ' ) Other I I lAir Ent. (ozlcwt.) J I - Water Added on I Job (gals.) I ~ Items Inspected Conforming Non-Conforming Date Specimens Rec'd. 10 APR 02 Test Results X Conforming Non-Conforming )des for Break Types: Date Reviewed ,. Cone [lJ 2. Cone · Sp'" flJ 3. Co," · Shea' [;1 4. Shea, 0 5. ColumnaqSpI,,) !IJ III' 911- 7-~/7(f33 ~-rqSY-0~f'~ BUILDING PERMIT - APPLICATION FOR OFFICIAL USE ONLY: Date Rec.: s-ls-aZ Pemut#: (:S 2. R ~ Date Approved: Date Issued: The Building Permit - Pre-application must be filled out completely. Please type or print in ink. If you have any questions, please call 417-4815 Applicant or Agent: hi /fI t2 L}o r1 It:; 0.. j/ ~-,L-.J Address: LA 7 ~ Cill: ;J C ArchitectlEngineer: ;). (.J} ?' ,~J Contractor )~../) -4 -lAj(..,,; (78-vr A h. License #: Wi /..sac. ~/lo8lrExp: Address: YO 80y ::2.716 ... city:5b..-rAsQ{eS fAJ,4- Phone: ~7- '7'&9~ ~ I-"~ J Owner: Phone: [t.) ~ Zip: 9> f-3~v Phone: :;,-t.; J ... 7..s-7 - 9 P.:1 .3 I - I - 03 Phone: 4S2 -25'-{ I zip:~67 fJ/3p PROJECT ADDRESS: _ LEGAL DESCRIPTION: Lot: I-fa ~ /6-/5 Block: <:.<:::: Subdivision: CLALLAM COUNTY PARCEL NUMBER: Db~'f<:~redit Card Holder Name: Billing Address: City: I' Credit Card #: Exp. Date: VISA MC TYPE OF WORK: SIZEN ALUATION: o Residential 0 New Constr. 0 Re-roof 0 Woodstove SF. @ $ /SF. = $ o Multi-family 0 Addition 0 Move 0 Garage SF. @ $ /SF. = $ o Commercial 0 Remodel 0 Demolition 0 Deck SF. @ $ /SF. = $ o Repair 0 Sign 0 TOTAL VALUATION r $ ~~ on/'), tJO BRIEF DESCRIPTI?~ OF THE PROJECT: ~ I- ~t'Z;7 ~ ~fP) tPlFf/L.. _ ~~l (!ftL~-,k COMMERCIALnp:SIDENTIAL: Occupancy Group: Occupant Load: Construction Type: No. of Stories: Lot Size: Existing Lot Coverage: PLANNING USE ONLY: Notes: % Lot Coverage: /sq. ft. + Proposed Lot Coverage: % /sq ft. = TOTAL LOT COVERAGE: APPROVALS: PLAN BLDG. DPW FIRE Oili~: OTHER /sq.ft ESA/Wetland(s): ~Yes 0 No SEPA Checklist required? J( Yes 0 No BUILDING PERMIT APPLICATION SUBMITTAL: Your application and site plan must beftlled out completely to be accepted/or review. The Building Division can provide you wiili more detailed information on ilie application and plan subrmttal requirements. Your completed application, site plan (for additions) and building construction plans are to be submitted to the Buildmg Division. VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by ilie applicant. This figure will be reviewed and may be revlsed by ilie Building Division to comply wiili current fee schedules. Contact ilie Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE: Your plan check fee is due at ilie time ilie buildmg penmt application and construction plans are submitted. All oilier permit fees are due at ilie time of perrmt issuance. EXPIRATION OF PLAN REVIEW: If no penmt is issued withm 180 days ofilie date of application, thts application will expire. The Building Official can extend ilie time for action by ilie apphcant up to 180 days upon written request by ilie applicant (see Sectlon 107.4 of the Uniform Building Code, current edition). No apphcation can be extended more than once. I hereby certify that I have read and examined this apphcatlOn and know the same to be true and correct, and I am authorzzed to apply for this permit. I understand it is not the City's legal responsibility to determine what permits are requIred; it remains the applicant's responslbllzty to determine what permits are required and t~ ob~ain.suCh. r .~_ Apphcant. _ 1lJ~~tf..~_Date: ;[ -,,/3 -01--. T \FORMS\APPS\BUlldmgpenmt / g w AGREEM~NT TO REMOVE ENCROACHMENT within PUBLIC RIGHT-OF-WAY ., " WHEREAS: We, the undersigned owners ID fee simple of the followmg descnbed property: do hereby acknowledge that private improvements have ~ or will be constructed in the next /~ days by us within the adjoining public street or roadway described as JP~4./~ ~~At-~ NOW, EREFORE: We do hereby ag that said ncroac ' g private 'mp ovements' luding, but not r mited to, ~ #' - and associated appurtenances shall be expod' , usly demolished removed, modified, rebuilt or restored at the undersigned owner's expense within sixty (60) days of receipt of written notice from the City Engineer with work to be'done in accordance with the requirements and conditions deemed necessary by the City Engmeer or his designee at such time as the City finds that it is necessary to modify the use thereof. If the required work is not done in a timely fashion and/or if the work does not meet the requirements and conditions set forth, the City is authorized to have the work done and the cost thereof including reasonable overhead and attorneys fees shall become a ciVil debt of the property owners and shall be a lien against the property. We do also hereby agree that the City Engineer may, without notice, remove the private improvements as necessary to repair utilities or other public facilities and that the City has no obligation to reconstruct or replace such private improvements, The property owners agree to indemnify, hold harmless and defend the City, its employees, agents and assigns from and against all claims or lawsuits as alleging tnjury or damage to persons or property as a result of the construction and lacahon of the private improvements as provided herein. It is agreed that this agreement shall run with the land and shall be binding on the undersigned owners, their heirs, devisees, w=sors ~ IS&~ and u! owne" ~w 0' he::: ~eg; !i. Q . ""DATED thi~daY of U~,~.,' " ~ , ~ STATBOPWASHINGTON ) ) ... COUNTY OF CLALLAM ) On thi. date, before me the undenigned Notary Public in and for the Slale of Wlllnington, penonally appeared 10 me known to be the individual. who executed the foregoing Agreement to Remove Encroachment within Public Right-of-W.y and acknowledged to me that they .igned the ..me for the uae. .nd content. therein mentioned, DATED thi.L day of t2y>A ./.1/ ~~ rw.qmr. (12m) Apr.02 02 05:29p p. 1 1vl)Vl. }{I)Ter ~.__~~~ls_.II1Strrallce) TIle. ~-qt\un Branch D c\ ni tl L 1,1' Y t.J.' Brend2\ K.. Dunl.ap PUlL AU8,cL:S B~',u~ch Tl1ofn~ls L. I:'ryer 1"":.1 ~ru 1 J\.'1. Re c u ScrlL11lll. Vitlilge: CCDl"1 PO Box 730, StCJ.\lim, \VA 9(::182 (360) 083-'1988 FA"..>C: (360) 6~3.:?50g 003 Elise FloHe J10 BOA U'-l7; Pon .A.lJgdes, WA 9(Uci:~ ()6U) :.lS7-114:'{' FA:'''::: (360) "l57-9~40 __ -_ __ --- --- ---_____.___ woo _ _A_ __ ____,_. __ _ _ _ _ _..__ _____ ._ 17}~X"COYER SBEET . . DJre: 312162_....._ ~_._'"___.__ To ~ n {"Hs:lA tl(~1) e... ') Ann: From: C or0f\o.- If ofPagts: 2. ____ (lm:llldillg cover sheel:) Ii you do noc receive the l111fHLCl or llag.C'.s lndic,lled, I)kasc l~,:d1. Tru-lll.k YotL J:vlessage: - -- - Apr',02 02 05:29p p.2 I PRODUCER ACORDm CERTIFICATE OF LIABILITY INSURANCE M.M. Fryer PO Box 730 Sequim, WA & Sons Ins., Inc. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR AL TER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 9 83 82 INSURERS AFFORDING COVERAGE ------ ---------------1________________ __ ___ ___ _____ I INSURER A --.l:\.m~Licc~JLt19dern_ W-A. .cir-.OUtLrn~_ Peabody Creek RV Park ~~:::~:~ -=-_=-_~ ~__:... _~_ _ __ _____-- _ jlNsuRERD ___ __ ___ __ INSURER E. INSURED Pat McDonagh and 127 So. Lincoln Port Angeles, WA 98362 COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS Of SUCH POlICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS -~-- ----1------- ---- ----- ,,--- ____1_ ---___ __ ____ INSR TYPE OF INSURANCE POLICY NUMBER I PgLl~Y EFfegTI~E Pg~'CJ EXPg'loATION LIMITS GENERAL LIABILITY I 1 I rEACH ,?~~R"!.ENCE _ I-!.. _ 5110, OQJ ~ j COMMERCIAL GENERAL LIABILITY I I I . FIR~AMAG~~~ one_'I~ S _ _J Q O-t-QJ> Q ~ D CLAIMS MADE [5J OCCUR Ie 0 7 7 BP 8 1 29 3 000 1 1 / 1 1 / 0 1 /1 1 / 1 1 / 0 2 ~r:E. EXP (Any o~e persE!!.) _-+!. _ 5 , .0 DJ) ~ I I PER~9NA~ & ADV INJUR~_ ~ _ -5 QO.-f.- QO I-J =- -==- -= I I ~'_"''"'~''<;''~'' -I! 1, Q9_Q ,000 GEN'L AGGREGA TE LIMIT APPLIES PERI 1 1 ~~~UC~~OMP/~ ~Gt '_ $..J -#_0 ~ 0..0 POLICY I PRg- LaC ~TOMOBILE LIABILITY ~J ANY AUTO ~-J ALL OWNED AUTOS ~ I SCHEDULED AUTOs 8 HIRED AUTOS -1 NON.OWNED AUTOS - ----.--- GARAGE UAelLlTY "I ANY AUTO 'I COMBINED SINGLE LIMIT I S (Ea aCCloRnl) 1- - --- - - - --I BODILY IN IURY I (Per person) I $ -SODILY INJ-:-R~ --I ~~ aC~Ident) _ _I $ ___ I PROPERTY DAMAGE I $ (Per ~C'Cld.nt) EXCESS LIABILITY P OCCUR CI CLAIMS MADE 1- , DEDUCTIBLE RFTENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY I ~TO ONLY - ~ ~CIDEN::-t_!.. _ _ _ _ _ , OTHER THAN ~~C $ ___ _ AUTO ONL Y AGG $ I E~~HOCCURRE_~~ __ Ls__ , AGGREGATE $ 1-- -- - - - I $ -- I -- -- - -r-;--- I~ OESCRIPTION OF OPERATIONSILOCATIONSNEHICLESlEXCLUSIONS ADDEO OY ENDORSEMENT/SPECIAL PROVISIONS ~ we STATU. OTH- I - TORY-!JMITS I __I_E_R ! ____ _ _ _ . E ~ACH ~CCIDE_r-JT ___ __ S _ ___ I E_':.I)ISEA~_.EA~MPLOYEd $__ _ I E L UISEASE - POLICY lIMll $ Operations of the above insured. CERTIFICATE HOLDER X ADDITIONAL INSURED, INSURER LElTER. CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION OATE THEREOF, THE ISSUING INSURER WILL ENIJEAVOR TO MAIL 311- DAYS WRllTEN NOTICE TO THE CERTIRCATE HOLDER NAMED TO THE LEFT. BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KINO UPON THE INSURER, ITS AGENTS OR City of Port Angeles PO Box 1150 Port Angeles, WA 98362 ACORD 25-5 (7/97) REPRESENTATIVES A~rprjRIZED REPRESENTATIVE 1-xru/l~ " @ ~CORD CORPORATION 1988 HOLD HARMLESS for ENTRY ONTO PRIVATE PROPERTY The undersigned agrees that they will save and hold the City of Port Angeles harmless from, and defend the City against, any and all claims and causes of action for personal injury or property damage to third persons arising out of or in any way connected with the entry by the City of Port Angeles onto the property described as: and adjacent areas onto the undersigned's property for the specific purpose of performing the following: We understand that the City will restore these premises to as good a condition as they were in prior to the work and that this permission is granted for a period of time not to exceed *( ) calendar days. ~ /5"/ DATED this ~ ",' 5 " day of 'mti~,uJ/. ~".1J"-V fZ<W;ojV~LAL -~ ~ STATE OF WASHINGTON ) ) ss. County of Clallam ) On this date, bef personally appeared who executed the foregoing and ac nowledged t contents therein mentioned. ~ DATED this/~ day of ",\\\""'""",,, ~,,, OB~ 1~ ~ ~ ~II.A ~ ~ %' ~~ft~ ~,. ".~ ! ::: I '\ "A)' "to ~ :: IU i.:!!a.O .,~a,dt 0 = -0:.... W - = . f':.~' c.... = ~ \~ '6,,'" CJ E ~ <P .... PU ~ $ ~ ;. .. s PW-9005 r1?1~ ........ t-fb~ ~ ~1. ~ OF ~ ~~ 'I111111"'IU\\'\\\\'li ned Notary Public in and for the State of Washington, , to me known to be the individuals me that they signed the same for the uses and NOTARY PU residing at My commission expires: March 14,2002 519 South Peabody Street, Suite 22 Port Angeles,Washmgron 98362 (360) 417-0501 Fax (360) 417-0514 E-mail: zenovic@olympus.net INCORPORATED Mr. Lou Haehnlen City of Port Angeles Public Works & Utility Department 321 East Fifth Street Port Angeles, WA 98362 SUBJECT: Bridge over Peabody Creek at Peabody Creek R.V. Park Dear Mr. Haehnlen: I have examined the plans and calculations for the proposed bridge at Peabody Creek R.V. Park. The following items of concern were found during the review and should be addressed prior to issuance of a permit on the project: 1. The design of the vehicle barrier curb shall meet load and location requirements of AASHTO or the Uniform Building Code. Revised plans and calculations shall be provided, as needed, to meet these requirements. (UBC requires vehicle barriers to withstand a 6000 lb. point load at a point 18" above grade) 2. Based on the plans and calculations provided it appears that the malleable washers on the 10 x 10 curb rail are not of adequate size to prevent crushing of the wood barrier under the tension load. 3. The bridge design does not appear to account for lateral loads imposed on the bridge from wind, seismic, or braking forces. Are lateral forces transferred into the soil at eact;pf the bridge? /E'i-!P 4. With pedestrian guardrail posts installed at six foot on center to align with every other curb bolt it is not reasonable to assume that the load is transferred out to the curb bolts which do not align with posts. Please revise plans and calculations as necessary. 5. Calculations shall be provided to show that the actual working stress in the concrete deck slabs does not exceed the allowable working stress in the concrete. 6. Special inspections required on the project per USC Chapter 17. Clearly Indicate on the plans all items requiring special inspection (concrete, piles, etc.). Please call me if you have any further questions on this matter. ~~ A_/J Trac%~W1' Fc: IN 02031 FORTANGELES WASHINGTON , u. S. A. FAX TRANSMITTAL Department of Co . 321 East Fifth Str:~~n1~ fevelopment Phone: (360) 417-47500 ngeles, Washington FAX: (360) 417-4711 TO: Y6P)/lJ I 5 ILl. COMPANY: FAX#:.:::,--Y/- 7s-cf0~S- ~g~~~~ OF PAGES INCLUDING J)ettJttJ IS f .Y&& 47i/-!(!//?D L/57 t'J+ COte-(2&-t!:Tl6;JS, --at< pt2~l5L!-r~ WiK6N &JC-IS-r JOf3 ~VDI26-5S , {2- 7 g~ G/p6!J~ ~ (2"l A~t:(U-51 k~ you HA-Ur 1U&~'TY~AJ5' /-if ~;/6,Je- ~bD} Ljl 7 Ljcf7 ,b, March 14,2002 519 South Peabody Street, Suite 22 Port Angeles,Washington 98362 (360) 417-0501 Fax (360) 417-0514 E-mail: zenovic@olympus.net INCORPORATED Mr. Lou Haehnlen City of Port Angeles Public Works & Utility Department 321 East Fifth Street Port Angeles, WA 98362 SUBJECT: Bridge over Peabody Creek at Peabody Creek R.V. Park Dear Mr. Haehnlen: I have examined the plans and calculations for the proposed bridge at Peabody Creek R.V. Park. The following items of concern were found during the review and should be addressed pnor to issuance of a permit on the project: 1. The design of the vehicle barrier curb shall meet load and location requirements of AASHTO or the Uniform Building Code. Revised plans and calculations shall be provided, as needed, to meet these requirements. (UBC requires vehicle barriers to withstand a 6000 lb. point load at a point 18" above grade) 2. Based on the plans and calculations provided it appears that the malleable washers on the 10 x 10 curb rail are not of adequate size to prevent crushing of the wood barrier under the tension load. 3. The bridge design does not appear to account for lateral loads imposed on the bridge from wind, seismic, or braking forces. Are lateral forces transferred into the sOil at e()c~of the bridge? iE";'!'p 4 With pedestnan guardrail posts installed at six foot on center to align with every other curb bolt it is not reasonable to assume that the load IS transferred out to the curb bolts which do not align with posts. Please revise plans and calculations as necessary. 5. Calculations shall be provided to show that the actual working stress in the concrete deck slabs does not exceed the allowable working stress in the concrete. 6. Special inspections required on the project per UBC Chapter 17. Clearly indicate on the plans all items requiring special inspection (concrete, piles, etc.). Please call me if you have any further questions on this matter. ~~ A_4 Trac%~WI Fe: IN 02031 Mar. 29 02 03: 18p ~ 360-457-5114 p. 1 tL ~~~~~B~ P:~~::~H~G:r~~N (360) 452-2541 .-J JN11 :3Jcb, .9?f-. ;11 tiFc.-h Z5J Goo2 I /Jere5 //..e HFA -For ft"{ 14!--/t1c!A4~4 &'t~ a> l((.;i ~ / r 't' V1 S ? C41 (!( s . I !/eJI/] b)5t7Vl I~t! ;;: WILDU1B HYDRAULIC PROJECT APPROVAL RCW 77.55.100 - appeal pursuant to Chapter 34.05 RCW State ofWasbington Department ofFish 8JId Wildlife Region 6 Oftice 48 DevoJlllbire Road Montes8Jlo, Washington 98563-9618 DATE OF ISSUE: March 14 2002 LOG NUMBER: 00-E8365-01 PERMITTEE AUTHORIZED AGENT OR CONTRACTOR A. Pat McDonagh 127 South Lincoln Port Angeles, Washington 98362 : (360) 457-7092 Wilson Construction Post Office Box 2718 Poet Angeles, Washington 98362 (360) 452-2541 . PROJECT DESCRIPTION: Replace Bridge PROJECT LOCATION: 127 South Lincoln tt WRJA WATER BODY 1 1&.0245 Peabody Creek TRIBUTARY TO Strait of Juan de Fuca 1/4 SEC. SEC. TOWNSHIP RANGE COUNTY NE 10 30 North 06 West Clallam PROVISIONS 1. TIMING LIMITATIONS: The project may begin Immediately and shall be completed by September 30, 2002. 2. NOTIFICATION REQUIREMENT: The pennittee or contractor shall notify the Area Habitat Biologist (ARB) listed below of the project start date. Notification shall be received by the ARB at least three working days prior to the start of construction activities. The notification shall include the permittee's name, project location, starting date for work, and the control number for this Hydraulic Project Approval. 3. Work shall be accomplished per plans and specifications submitted to the Washington Department ofFish and WildlIfe, except as modified by this Hydraulic Project Approval. These plans reflect design criteria per Chapter 220-11 0 WAC. These plans reflect mitigation procedures to significantly reduce or eliminate impacts to fish resources. A copy of these plans shall be available on site during construction. 4. Excavation for and placement of the foundation and superstructure shall be outside the ordinary high water line. 5. Excavation for the footings shall be completely separated from the stream by placing the footings landward of the top of the bank. 6. The bridge structure shall be placed in a manner to minimize damage to the streambed and banks. 7. The bridge shall be constructed to pass the 100-year peak flow with consideration of debris likely to be encountered. 8. Abutments, piers, piling, sills, approach fills, etc., shall not constrict the flow and cause any appreciable increase (not to exceed 0.2 feet) in backwater elevation (calculated at the 100-year flood) or channel-wide scour, and shall be aligned to cause the least effect on the hydraulics of the stream. 9. Riprap materials used for structure protection shall be clean, angular rock, which shall be installed to withstand the IOO-year peak flow. PageJ of4 2.d vllS-l.Sv-09E dSl:EO 20 62 .Jew e~ ~" 1188 ... WlWl11I HYDRAULIC PROJECT APPROVAL RCW 77.55.100 - appeal pursuant to Chapter 34.05 RCW State ofWashlngton Department of Fish and Wildlife Regloll 6 omce 48 Devonahlre Road Montesano, Washington 98563-9618 DATE OF ISSUE: March 14.2002 LOG NUMBER: OO-E8365-01 10. Structures containing concrete shall be sufficiently cured prior to contact with water to avoid leaching. Fresh concrete shall not be allowed to come into contact with state waters. 11. Removal of the existing structure shall be accomplished so the structure and associated material does not enter the stream. Material shall be disposed of so it will not re-enter the stream. 12. Removal shall be accomplished by mechanical means. This Hydraulic Project Approval does not authorize blasting. 13. Equipment used for this project shall not enter or operate below the ordinary high water line. 14. Equipment used for this project shall operate stationed on the stream banks. 15. Equipment crossings of the stream are not authorized by this lIP A. 16. All treated wood shall be professionally treated and completely cured prior to installation below the ordinary high water line to minimize leaching into the water or substrate. The use of wood treated with creosote or pentachlorophenol is not authorized. 17. All lumber to be used for the project shall meet or exceed the standards established in "Best Management Practices For the Use of Treated Wood in Aquatic Environments" developed by the Western Wood Preservers Institute, dated July 1996. 18 . Wooden components which will be in contact with the water shall not contain creosote or pentachlorophenol. This shall include pilings, beams, structural supports, and decking. These components shall remain free of these toxic substances for the duration of their functional lives. 19. Every effort shall be taken during all phases of this project to ensure that sediment-laden water is not allowed to enter the stream. 20. Erosion control methods shan be used to prevent silt-laden water from entering the stream. These may include, but are not limited to, straw bales, filter fabric, temporary sediment ponds, check dams of pea gravel-filled burlap bags or other material, and/or immediate mulching of exposed areas. 21. All waste material such as construction debris, silt, excess dirt or overburden resulting from this project shall be deposited above the limits of flood water in an approved upland disposal site. 22. Ifhigh flow conditions that may cause siltation are encountered during this project, work shall stop until the flow subsides. 23. Extreme care shall be taken to ensure that no petroleum products, hydraulic fluid, fresh cement, sediments, sediment- laden water, chemicals, or any other toxic or deleterious materials are allowed to enter or leach into the stream. 24. Fresh concrete or concrete by-products shall not be allowed to enter the stream at any time during this project. All I~ ~" FISH .... WUFB HYDRAULIC PROJECT APPROVAL RCW 77.55.100 - appeal pursuant to Chapter 34.05 RCW State of Washington Department of Fish and WlldUfe Region 6 Omee 48 Devonshire Road Montesano, Washington 98563-9618 DATE OF ISSUE: March 14.2002 LOG NUMBER: 00-E8365-01 SEP A: Exempt, no other non-exempt permits APPLICATION ACCEPTED: March 12, 2002 ENFORCEMENT OFFICER: Baker 035 [P3] Chris Byrnes (360) 417-1426 Area Habitat Biologist d;~~ for Director WDFW GENERAL PROVISIONS This Hydraulic Project Approval (HP A) pertains only to the provisions of the Fisheries Code (RCW 77 .55 - formerly RCW 75.20). Additional authorization from other public agencies may be necessary for this project. This HP A shall be available on the job site at all times and all its provisions followed by the penmttee and operator(s) performing the work. This HP A does not authorize trespass. The person(s) to whom this HPA is issued may be held liable for any loss or damage to fish life or fish habitat which results from failure to comply with the provisions of this lIP A. Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars per day or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment. All HPAs issued pursuant to RCW 77.55.100 or 77.55.200 are subject to additional restrictions, conditions or revocation if the Deparbnent ofFish and Wildlife determines that new biological or physical information indicates the need for such action. The permittee has the right pursuant to Chapter 34.04 RCW to appeal such decisions All liP As issued pursuant to RCW 77.55.110 may be modified by the Deparbnent ofFish and Wildlife due to changed conditions after consultation with the permittee: PROVIDED HOWEVER, that such modifications shall be subject to appeal to the Hydraulic Appeals Board established in RCW 77.55.170. APPEALS - GENERAL INFORMATION IF YOU WISH TO APPEAL A DENIAL OF OR CONDmONS PROVIDED IN A HYDRAULIC PROJECT APPROVAL, TIIERE ARE INFORMAL AND FORMAL APPEAL PROCESSES AVAILABLE. A. INFORMAL APPEALS (WAC 220-110-340) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.100, 77.55.110, 77.55.140, 77.55.190, 77.55.200, and 77.55.290: A person who is aggrieved or adversely affected by the following Department actions may request an informal review of: (A) The denial or issuance of a lIP A, or the conditions or provisions made part of a lIP A; or (B) An order imposing civil penalties. Page 3 of 4 \ tr'd trllS-l.Str-OSE dSl:EO 20 62 ..Jew e~ ~t/ FISH .- WILDUFB HYDRAULIC PROJECT APPROVAL RCW 77.55.100 - appeal pursuant to Chapter 34.05 RCW State orWashlJ1lton Department orFlllh lIIld Wildlife Regtom 6 OfIlce 48 DevOIllIhlre Road Montesano, Washington 98563.9618 DATE OF ISSUE: March 14 2002 LOG NUMBER: 00-E8365-0 1 It is recommended that an aggrieved party contact the Area Habitat Biologist and discuss the concerns. Most problems are resolved at this level, but if not, you may elevate your concerns to his/her supervisor. A request for an INFORMAL REVIEW shall be in WRITING to the Department ofFish and Wildlife, 600 Capitol Way North, Olympia, Washington 98501-1091 and shall be RECEIVED by the Department within 30-days of the denial or issuance ofa HPA or receipt of an order imposing civil penalties. The 30-day time requirement may be stayed by the Department if negotiations are occurring between the aggrieved party and the Area Habitat Biologist and/or his/her supervisor. The Habitat Protection Services Division Manager or his/her designee shall conduct a review and recommend a decision to the Director or its designee. If you are not satisfied with the results of this informal appeal, a formal appeal may be filed. B. FORMAL APPEALS rw AC 220-110-350) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.100 OR 77.55.140: A person who is aggrieved or adversely affected by the following Department actions may request an formal review of: (A) The denial or issuance of a HP A, or the conditions or provisions made part of a HP A; (B) An order imposing civil penalties; or (C) Any other "agency action" for which an adjudicative proceeding is required under the Administrative Procedure Act, Chapter 34.05 RCW. A request for a FORMAL APPEAL shall be in WRITING to the Department of Fish and WildlIfe, 600 Capitol Way North, Olympia, Washington 98501-1091, shall be plainly labeled as "REQUEST FOR FORMAL APPEAL" and shall be RECEIVED DURING OFFICE HOURS by the Department within 30-days of the Department action that is being challenged. The time period for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal, the deadline for requesting a fonnal appeal shall be within 30-days of the date of the Department's written decision in response to the informal appeal. C. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.110,77.55.200, 77.55.230, or 77.55.290: A person who is aggrieved or adversely affected by the denial or issuance of a HP A, or the conditions or provisions made part of a HP A may request a formal appeal. The request for FORMAL APPEAL shall be m WRITING to the Hydraulic Appeals Board per WAC 259-04 at Environmental Hearings Office, 4224 Sixth Avenue SE, Building Two - Rowe Six, Lacey, Washington 98504; telephone 360/459-6327. D. FAILURE TO APPEAL WITIDN TIlE REQUIRED TIME PERIODS RESULTS IN FORFEITURE OF ALL APPEAL RIGHTS. IF THERE IS NO TIMELY REQUEST FORAN APPEAL, TIlE DEPARTMENT ACTION SHALL BE FINAL AND UNAPPEALABLE. Page 4 of 4 S.d trIIS-LStr-OSE dSI:EO 20 62 ..Jew TransmiSSion Report Date/Time LocallD Local Name Company Logo 3-29-02; 3:59PM 3604174711 CITY PORT ANGELES Th I S document was (reduced samp Document Size not conf I rmed. e and deta Is below) Letter-S FORTANGELES WAS H I N G TON, U S. A FAX TRANSMITTAL D~-k-\ 3/1.Y02- Department.,! Community DevelDpment 321 East Fifth StJool, Port Angeles, Washington Phoos' (360) 417-4750 FAX' (360) 417-4711 TO' 11,,1'- PI........ ~~ J-.""" FROM: e.-.-"" t..... J (.. ,L' ",r COMPANY: , FAXif. Cf'z..5) '1y 7-){,O'f (3~,,) Y 17 -I('1S-, NUMBER OF PAGES INCLUDING COVER; f...... J)u,. f~ fr4-- ~""-";"--0 J>..<-,: I ~O( ~ y".,.."...{z;.l< 1__.-1..____ ,,\",,1 ~ ~ ~ 'tr~..... .1-h~ i Nr~~J ~ '1'"S~~~, 3/14/n 2 ~-.,..."ft ~~ Total Pages Scanned 2' Total Pages Confirmed 0' NO. Doc Remote Station Start Time Duration Pages Mode Comments ReSults 1 133 81507984257472604 3-29-02; 3:58PM 0" -/ 2 056A ** Notes ** EC: Error Correct Be: Broadcast Send Cpo Completed LS: Local Scan RE: Resend MP: Mu I t I -PO I I RM: Receive to Memory LP: Local Print PO: Po I I ed by Remote PG: Po I I I ng a Remote DR: Document Removed FO: Forced Output MB: Receive to Mailbox PI: Power I nterrupt Ion TM: Terminated by user WT: Waiting Transfer INCORPORATED CIVIL ENGINEERING LAND SURVEYING 519 South Peabody Street, SUite 4 Port Angeles, Washington 98362 (360) 417-0501 FAX (360) 417-0514 E-mail zenovlc@olympus net DATE: April 1, 2002 Job No. 02064 TO: City of Port Angeles Building Department ATTN: Lou H. FROM: Tracy Gudgel We are transmitting the following item: DAttached ~nd-carried DUnder Separate Cover o FAX: PROJECT: Bridge Deck & Guardrail Plans for Peabody RV Park COPIES 2 3 3 PAGES 1 1 3 DESCRIPTION Structural Calculations Structural Plans for Bridge Deck & Guardrail Structural Plans for Bridge by McGee Engineering COMMENTS: r I "" . -. :,TQ.)'-'-Vf_".... Nu:>,F'L^T"1uN' PE^\luvY c.,,_,U'~ (C\J 1',,12-"- 13,l\Of-,C 4J ~ooo. O'1J\ 0 &OCO' IS' "'000 (","--11; \i' ~OO6 tb d" n~,,- ..../ 1\ 5 e. 12.." 0, '- BfZt.^"_'\.l~ La",\) F 11.,~ 1\00-1 . o.~ f : H (. L/) 0 toe tJOO\t . 'I' '--13 z. oc" /2.. r I D'S ~ t...,(,cr.:::dr;- '-I "'00 $0,1.. PltliS'iOUIl.L" 3.1.4 ~ ~ cO \'S~ o.!:- -^Cl..<J"'~"'L l /50(.3) ~ </5o/'Sf' E'l..\D"'( cot:.. , f ,y !.l." u'...30' ?z. L i" t DF.:U- 51..Aes -\-1520 l../ 11 2'-/' sY".J 3 z . 2.'1 r" -- '" ~ Iq L Ie - f~ .. 2]04 ()()O ,,,-1t, ;DL' l'50r(,:~ (\,2.'5'''0' ~ o.v-"':s.s') ILJl5p 1\ 'L )4/'5(1.'1) "< 0-" - e \2 -"1 '-(Llo2, I,' - fh ;"-\n..' 35/8'-/0""2...." ~, k.l'" )\ I I i.. ID'M/',.,. '-/'-.J-J\' 1\'l.5(IO)l.., )--\ ~ ~ LP -) '5 QUU " TIl 020(,'{ 2.'2. H...~C'Z. !i'- r r .1 .'. . REINFORCED CONCRETE/MASONRY DESIGN - ALTERNATE METHOD ZenovlC & Associates, Inc 519 South Peabody Street, SUite 22 Port Angeles, WA 98362 Sheet Job No of MATERIAL PROPERTIES: (Only for Normal Wt Concrete I Masonry without Inspection) MATERIAL' fm I fc = Fs = (CorM) pSI kSI E= n= 4074281 pSI 71 MEMBER # DESCRIPTION LOCATION. b= d= In in REINFORCING. SIZE NO BARS As= APPLIED MOMENT: IIlb-ln k-ft Stress Level: 0.62 Design Moment = 108000 Ib-in DESIGN CONSTANTS p= 0.003229 k= 0.192648 j = 0.93578391 STRESSES: fm I fc = 780.0 psi Fm / Fc = 2250 psi OK fs = 23.3 ksi Fs = 24 ksi OK MEMBER # DESCRIPTION: LOCATION: b= _!n REINFORCING: SIZE: _ d= In NO. BARS: As= 16.00 APPLIED MOMENT, lI'bo" k-ft Design Moment = 3578402 Ib-ln Stress Level: ' DESIGN CONSTANTS p= 0.018519 k= 0.39828 J = 0.86723992 STRESSES: fm I fc = 1998 5 psi Fm I Fe = 2250 psi OK fs = 21.5 kSI Fs = 24 ksi OK MEMBER # "- DESCRIPTION' LOCATION' b= In REINFORCING SIZE' d= In NO BARS As= 279 APPLIED MOMENT: Ib-in k-ft Design Moment = 675000 Ib-in Stress Level DESIGN CONSTANTS p= o 003229 k= o 192648 J = o 93578391 STRESSES: fm I fc = 7223 pSI Fm I Fc = 2250 pSI OK fs = 21 5 kSI Fs = 24 kSI OK ".:;/: II:::::,';;:: If 27-Mar-02 (: ~ ... ~ "\ /l5C12"OC HOR 1/5 I AT 12" 0 C b. 1i CONSTRUCTION JOINT~ '~. .", I 10 - a:: ...J o I N ~~~~ 3/4" CHAMFER AT EXPOSED EDGE (TYP) 2" CLR I N .,. -t~ 1/4 U-BAR ,T n (2 EACH SLEEVE)~ 1 1/2" DIA. SlEEVE \ ~ \ ..~ . . . ~ ...... " -0,.'..'. ~ '0," . 0" 0, ' O' . . . J . . ~'.. . . ....',. ....,..;jj , . '. . ; :.:.' :,' . . . : ~ .. . .. ..' .' . .. ..' :. ".;', ': ' -: '. " ':,', -. ..,:. ,:, I L." ;' : : . .. " . r . .. . . '.. . '. '.. . GENERAL NOTES NOTE: SEE PLANS BY OTHERS FOR TOP REINFORCING If SlAB IS TO BE IN CANTILEVERED POSITION DURING PLACING Of DECK SLABS WITH CRANE. AASHTO STANDARD SPECIFICATIONS fOR HIGHWAY BRIDGES, 16TH EDITION, IS USED AS DESIGN CRITERIA FOR THIS BRIDGE WORKMANSHIP AND MATERIALS SHALL GENERALLY CONFORM TO 2000 WASHINGTON DOT STANDARD SPECifiCATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION THE SLABS ARE DESIGNED fOR TWO LANES Of STANDARD HS-20-44 TRUCKS WITH FULL IMPACT ALLOWANCE THE CONCRETE TO BE USED ON THIS PROJECT IS f'c .. 5000 psi CONCRETE. ALL CONCRETE SHALL HAVE 4-7% ENTRAINED AIR, 3/4" MIN. LARGE AGGREGATE SIZE THE SLUMP SHALL NOT EXCEED 45" AS SAMPLED AND MEASURED AT THE TRUCK CHUTE AT ANY TIME DURING PLACEMENT CONCRETE STABILIZERS MAY BE USED TO DELAY HYDRATION DURING TRANSIT TO THE PROJECT, WITH SPECIFIC APPROVAL OF THE ENGINEER. WHEN HANDLING THE SLABS, PLACE SPACERS AND STICKERS SO THAT NO PORTION OF THE SLABS CANTILEVER ALONG THE LONGITUDINAL LENGTH Of THE SLAB, If SUCH HANDLING IS DETERMINED UNAVOIDABLE, ADD A TOP MAT Of STEEL WITH 9 - /15 BARS X 24' S" LONG IN THE LONGITUDINAL DIRECTION, EVENLY SPACED ACROSS THE WIDTH OF THE SLAB (/14 TRANSVERSE BARS AT 1S" CENTERS MAY BE USED TO POSITION THE BARS) GROUT USED IN PINHOlES SHALL BE TARGET PORTLAND EXPANDING GROUT, AVAILABLE fROM TARGET PRODUCTS (604) 420-3620 IF OTHER GROUT IS TO BE USED, SEND COMPLETE MATERIAL DATA SHEETS TO THE ENGINEER fOR APPROVAL PRIOR TO USE. THE REINfORCING STEEL SHALL MEET REOUIREMENTS Of' ASTM A615, GRADE 60. SPLICES SHALL BE AS fOLLOWS: /14 BAR 0 IS", 115 BAR C 22", NO SPLICES ALLOWED IN THE 119 BARS. 114 C 12" O.C. BUNDLE TOW ADDITIONAL BARS AT EXT. SPACES 12 - 119 BARS r J EVENLY SPACED 24'S" OUT _ OUT 16-119 BARS TOTAL 6'-0" (4 SECTIONS) 'BRIDGE SLAB SECTION 3/4" - 1'-0" REFER TO BRIDGE DRAWING BY DENNIS MCGEE, MCGEE ENGINEERING, FOR INFORMATION NOT SHOWN. CITY. OF PORT.ANGElES ':""" C-onstruotion Plans The Issuance of this permit based upon these plans, speclfI. cations and other data shall not prevent the building offiCial from thereafter requiring the correction of errors In said plans, specifications and other data, or from preventing building operations being carried on thereu~d~r who In violation of all codes a or' ances of ~1S J I (SECTION 303(c)- U. m B dmg Code.) Approval Date 'Ot- By No ReVISIon/Issue Dote TITlE STR 1100 ON BRIDGE - PEABOOY CREEK RV PARK BRIDGE SLAB & GUARDRAIL PLAN CLIENT DRAWING' W1N!DT/02064/064-1oWG ~LSON CONSTRUCTION CHAD WILSON JOB NO SHEET POBOX 2718 02064 PORT ANGELES, WA 98362 1 DATE ZENOVIC& 519 S PEABODy 5T, 5TE 4 MARCH 2002 ASSOCI A TES PORT ANGELES, WA 98362 PHONE (360) 417-0501 SCALE INCORPORA TED FAX (360) 417-0514 AS NOTED Of' 1 EXPIRES 8/12/02 General Notes 25' 0" end to end slabs 4 post spaces at 6' 0" AASHTO Standard Specifications for Highway Bndges, 16th edition, IS used as design criteria for this bridge. Workmanship and materials are shall generally conform to 2000 Washington DOT Standard Specifications for Road, Bridge, and Municipal Construction .~ The slabs are designed for two lanes of standard HS-20-44 trucks with full impact allowance, b ~ N The concrete to be used on this project is fc= 3500 psi in site-cast concrete and fc = 4000 psi in the precast slabs. All concrete shall have 4-7% entrained air, 3/4" min. large aggregate size. The slump shall not exceed 4.5" as sampled and measured at the truck chute at any time during placement. Concrete stablizers may be used to delay hydration during transit to the project, with specific approval of the Engineer. 14" deep x 6' 0" Wide concrete slabs When handling the slabs, place spacers and stickers so that no portion of the slabs canti/ever along the longitudinal length of the slab. If such handling is determined unavoidable, add a top mat of steel with (1 #6 bars x 24' 8" long in the longitudinal direction, evenly spaced across the width of the slab (#4 transverse at 18'" ctrs may be used to position the bars). Grout used in pinholes and railing dowels shall be Target Portland Expanding Grout, available from Target Products (604) 420-3620. If other grout is to be used, send complete material data sheets to the Engineer for approval prior to use. PLAN Scale: 1/2" = l' 0" The reinforcing steel sha/l meet requirements of ASTM A615, Grade 60. Splices shall be as follows: #4 bar @ 18", #5 bar @ 22", #6 bar. No splices allowed in the #9 bars. The piles sha/l be PP 12.750 x 0.375 (A36) pile driven to 25 ton or refusal. The pi/es shall be driven open ended, The Engineering News formula shall be used to equate set to capacity. Provide the Engineer with pile hammer data before beginning pi/e driving. All lumber in the 10 x 10 rai/s and 6 x 10 risers shall be Douglas fir -larch Post and Timbers, NO.1 grade. All lumber in the rai/posts and 2 x 6 rail elements shall be Douglas fir-larch No. 1 grade. Treatment shall be with ACZA (ammoniated copper zinc arsenate) aeording to AASHTO M133. All bolts and nuts shall meet the requirements of ASTM A307. Bridge Location: Peabody Creek R V Park Pat McDonough 127 S. Lincoln Street 98362 Phone: (360) 457 ~7092 ELEVATION Scale' 1/2" = l' 0" Scale Note 1" Measures 1" on original drawing 1 " If line does not measure as 1 ", adjust scales accordmgly McGee Engineering. 3933 Sitka Place Corvallis, OR 97330 Phone. 541/757/9833 Wilson Construction Co. Port Angeles, WA Bridge over Peabody Creek at Peabod Creek R.V. Park Plan And Elevation Design. D. McGee Sht Date' 02/02 1 2 x 8 tonllJlLJolJs cap -7- 6 6 t t 6" t (16d QCllv nails 2) ; x pas sac rs, - --' ~ with (2) 2 x 6 spaced to produce / maximum 5 1/2" open space between rails / Nail rail to post with 2 16d galv. nails per Intersect /- lOx 10 continuous rail - ; In ~ / E/ - 3/4" dla x 2' 8" 1// Wlttl malleable washers each end V at 3' 0" centers 6 x lOx 24" long riser block at 6' 0" ctrs. 22' 5" clear roadway width to c., 3/4 x 18 4 slabs at 6' 0" wide = 24' 0" 5/8" x 9" lag bolt 111 7/16" pilot holes at each post Deck Section Scale: l' = l' 0" 1 1/2" hole cast in slab end /- Fender Bolt, 1 1/4" dia x 20", / 1/2 x 6 X 30" Alert T/F bearing / pads each side of each fender bolt 8 ga x 18" wide x 14' long gage metal sheet pile as backwall plank. 4' 0" 14" slabs x 6' wide '------ 5 x 5 X 1" plate washer , ,'li!'I' , I ! I /' ,/ I / I / 1/ } I I I I 1/4 "- ~'-- 1/2 x 6 plate stiffeners each side of cap beam web. Weld all around , one side with 1/4" \ fillet welds - PL 5/8 x 20 x 20 with 12.75" dia hole centered in plate ~PP12X0750 Each backwall plank shall be 14' long ~/ I I I I ~~' I Il !' "',,\ 1--' / BENT SECTION Scale: 1" = 6" II II II II ~" " /- 1 1/4" dia fender bolts / with 5 x 5 X 1" plate washers / I~ 1 1/2" hole 11/ II in top flange 11/ HP14 x 89 Cap Beam ","I,: '; " ' " ,I! I " ~PP 12.750 x 0375 11 ---/1/- k 6'6" Partial Bent Elevation Scale 1" = l' A" Scale Note 1" Measures 1" on original draWing l' l' If line does not measure as 1", ad'ust scales accordln Iy t ~~ McGee Engineering. 3933 Sitka Place Corvallis, OR 97330 Phone: 541/757/9833 >1 I I I I q; Bndge -~ ~ Set slabs on 1/2 x 61X 3" Alert T/F pads each side of edch fender bolt (8 pads per end beni) I \ I \'-5-/8" x 20 x 20 Platelwith 1275" d,a hole cet"'ed 3' 3" I J I ~-;>"" Wilson Construction Co. Port Angeles, WA Bridge over Peabody Creek at Peabod Creek R.V. Park Deck Section & Bent Details Sht 2 Design' D McGee Date 02/02 -( 6" IC~--- ~ iC------ ._. I I r heet pile ackwall plank ~. ..mn....m....._m... I I) 0 I I I I o , I I I I I I I I I I I I 01 I I , I I I 10" I Typ, rr 01 I I / I I I I I I I I I 01 I I I I) () Co ~ - 'i5.. <0 >. f- -L 25' 0" end to end slabs mm .~.E~~!n~P~~~.~h~~. ~'nO.~.hm..mm. . ~ __n____ +- -n-----h~_---_u..__n_n_n.__n____.n_____+u__hdd._ Peabody Creek 6 x 6 posts -\ \ o o c () "-10 x 10 bridge rail on 6 x 10 X 24" riser blocks (riser block at each bolt location) 14" deep x 6' 0" wide concrete slabs. o o o o () PLAN OF BRIDGE Scale: 1/2" = l' 0" ~ 0 10 I I I '0 I I I I , I I I I I I 10 I I I I I I I -1 10" b yp, ~ 10 N I I , I I I I 1 1 I I 10 I I I I 0 I 0 ----~--_._----~---- -#3 U-bar tack weld to dowel U-bars to form 6' A" / // cage to allowh~.~=!tion on the lower mat ..... nnh.. .h_mnn / ~~ >Fnnmnn .m.n ..m"3'.O,.",n.....- ~ ==-// II 1 1/2"" dia sleeve /-#4 bar at about / I V /// 12" ctrs to chair I I up the #9 bars . . . . I. . . . ~~ 12 # 9 std, hook bars at about 5" ctrs >f'" Two additional Bundle two additional bars at ext. spaces bars in exterior space lc- ~I (typical at both edges) 24' 8" out - out · Note: There are (16) #9 bars (16 #9 std hook bars total) in the bottom mat /x 24' 8" out _ out. SLAB SEC,:~O~ " See the General Notes about Scale: 1 1/2 - 1 0 extra top steel jf the handling of the slabs will not be carefully monitored to avoid cantilevering. -,r:- yrl #4 U- bar t..i._.J (2 @ ea sleeve) ~m..mn.. __.h_ " Scale Note Measures 1" on original drawing 1" l' ~ If line does not measure as 1", ad'ust scales accordm I McGee Engineering. 3933 Sitka Place Corvallis, OR 97330 Phone. 541/757/9833 Wilson Construction Co. Port Angeles, WA Bridge over Peabody Creek at Peabod Creek R.V. Park Deck Plan & Slab Details Sht 3 Design: D. McGee Date' 02/02