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HomeMy WebLinkAbout112 S Lincoln St - Engineering CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 () <::J. -& / 1- Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property zoning Application valuation 04-00000614 Date .075000 112 S LINCOLN ST 06-30-00-5-1-3100-0000- PUBLIC WORKS UTILITES 7/14/04 /72- S LI ~clJ! fJ COMMUNITY SHOPPING DISTR o Owner Contractor I</LU BAILEY, MATTHEW/KARl 512 W 10TH ST PORT A!{GELES WA 98362 (360) 565-1280 OWNER Permit RIGHT OF WAY Additional desc REMOVE AWNING Permit Fee 45.00 Plan Check Fee .00 Issue Date 7/14/04 valuation 0 Expiration Date 1/11105 Qty Unit charge Per Extension 1. 00 45.0000 ECH RIGHT OF WAY PERMIT 45.00 Fee summary Charged Paid credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 45.00 45.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 45.00 45.00 .00 .00 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 jf 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 correcl. All provisions of laws and ordinances governing this type of work will be complied wilh whether specified herein or nol. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating conslruction or the performance of construction. Date Signature 01 Contractor or Authorized Agent Signature of Owner (if owner is builder) Date T:\PLANNING\FORlVlS\J 102.15 (\ i/14/2003] I . I 1 II II ; ,I 1,1 ) I I I :: I . ~v .;1 <{ N EXTEND CURB & GUTTER I ,260\2: O~~ I!_ ~ , !I\ 10' pAST CB; TAPER W11B ''j; i\ C r'- . - . - -. . 'I >., PAYl\.MENT AT 10:1 I ',,\ :":> '" ....----- --------. 1...<--_ 1_____ -L.-----0'2 - ~ I AS NECESSARY TO ACHIEVE ... . o I 'I ?;r iCi..~ PROFILE SHOWN ABOVE " =----- --..-..:..------.- , ."-, 'r-~~- .---------.-- }---~.... --- i-~r 0~--y--------""""- -l--:---:- "''''''-, .. ., 0 I." I, .'. I _~_ _.________ __._________ .___~--.--,---~--- W 1~ I roO). "' I '-,~ '0;.' . . <t~0 ~ _ ..1 ,{''''vi ".. -' " ~ ~ . I . 1 : 1 --.Jj... J~ ,TCH - . . OF r AS lAKE \BLE NEW fTER ISW URB- "DGE AENT __-M--------- I' (t ~ -- ------- . niJJ~) \}\~ ('~ ~X:~ ~~ ~~ lJ \VV rf -J 1 ~ g -1)) )()/ BUILDING PAD ELEVATION = 257.50 INSTA SILTl SEE i \ ----.----,---- --~1F~---~------- _&~:1L__ . --,-.J-T-d------ I : I ~ I I I' : I I '~ I (J) , @ .-j" e ; C" I ' (2' ROCK I I I WALL ' I , _ ~__'-....nn--.---~ - 0 _ V'0~~iT~S~~S~~ENT i ! ,". .. . T7j. - I--+-I--~ , : ~, : I I I r;) i €> (?! ! ! ! \(11) @ ! 0 ii, i 'I' S i I: , \ I , , ' ....r. I . I' - l'j;.-r 4':ROtK WALL : ----'----, -,., _ _~_:_ _~"--,';_:...:d:-~~---~:-~iir=:-~~~~'~- _:Cl..- EXIST GRAVEL ALLEY, . ,; \ M ----------------------~,~----- . ... ~ ..r:::-:.-='-...=.:.:'-.:-=--~---------' ' : --.--------.-~~-~:--~~-~:9~::----- @ ~ ,; . , l lU iU g: VJ /:'. 0!J (0 I.. I I ,I' r L '" t- ~ \--i- .ll APPLlCA 1101'1 FOR WA lER City Water Department I L Port Angeles, Wash, Lt W ()~, 19_ I hereby apply for water to be furni shed in accordance w:th rates and rules of the City for the following premns: DenY\l'S ~~ . Name of Applicant :J'UJ1'l~ R/1f'p rfl ~." Z7-7n pf...f'Ke 'R-c1 Address i 02-/ $.v II TlsT 461-38""iS- Renewal o New Service~ Blk_ Lot$ Add I 'i ~I} f D Service Left Off BM-04-Q3 Si ze of Servi ce Meter Number ---:-/3- D Signed.x ,~.b<.-uiL; ~ Installed by Remarks: P-e VI11IT~ '-/1, L/iJJ40i!i2 -;- 1!oz:::,-tru 04-5'5, " Servi ce Left On ~I <t> ...,...'...l............. , I ) I '-"', 1 ,,<; I " 1/(' i ". I I , I I I I i If, . f I I '//f I A' ~ I I ~ , l/J . I. , ... ............. : 1/ ~-.;>,.. . /( . ~)s--".1 1 i : I ' ~H-----!---'- ~~..k' I , -.:-... ;:1 ~-......_.-, o. '~ ., -- \ ..---.._-----------_....__.._----.._~.- f"f:"L,: :=h:~::_' ::::::..:::__~:::_:_.l-"'J,;r.---..!u..---u-u---------- ____u____ 1 . - "- --. - -~..:;].. "~ ,,- , ',' ...... "\'~\r r' )"\\\ ,I\... ....----J . \ I .~ r \ \ I /' : II o. , ' , I J( I ,~. ,'..... -' o,~% o EXIST; a"1Il WATER MAIN I o .- --, I i I i I / I ill I I, I I -1 ..,./01 r> "-f · -kl "'- rOO ,I r e(;JL '=.!ff.;;:/j g ;> yY'hy~~ '11i ,}~ , , , , ~', , , , i I I r---. I I I I : I I I I : . or-L" , r . .Lt:-u-----_______ \ n ""'- '._. 6"1Il SIDE SEWE '--- PROVIDE & INSTALL 54"1Il TYPE 2 CB WI CONTROL STRUCTURE (SEE DETAIL, SHEET 6) STA 11+71.00 RIM EL 256.07 ~ IE IN (30") 250.50 (Ef IE OUT (a") 250.50 (N) \ :.?j --_.._---....)----- ~- -------~._- PROVIDE & II APPROX. 240 I 30"1Il N-l: DETENTlO '--~~- -).d----- \ PROVlD INSTALL APPRO X, -/ )---:f. 'F'I F/-~1r-;2' I , I" .- .. .-. --- -... -- ~ - """.-- .. '0'\8 _____._'n._-=:z.~?::__~.. =r---...=--::::r ," <'j(. r-.-.-~.--:?""""_,.-.-.----~'~-r_+-~~_.._ 'r:lL---h ,_~_ _~ ! ; 0 /-----------.-- -..... ---,--..... -. ~I .._ . I \. "..."'...,.~-- -I': .--...-...... I : >...-- '1,., / I : ~ I ta ---~~ -._____... 61__ 1_ _! . , )l- ~--.-r:--.-... --'.1.., : rJ .____n_, , r----- - '-11 : d I . k.. ''''' ,[ , , I I I I ...,.--'- : '-.. II_=---..".----j--~, l--- . -- . It. ,n": , , r;;:,.. I '. ---....--T-~- -.. .. .. _L +--'- . .___ I ' 0}; I' I..-i--.------i-+-I ---.-+.+_+ '", I .0,. '/" 'I, .'" "~~ ~---1-"""-. . I I / : I I . 1 . I I J I" 'I'." ,-,''':'~e: I/'!: :,1: PROVlDE:&I'N?TALL 111ft I oJ ~ .. 'T--'- '----- .--~ 'PROPOSED 10 I CURB IN~Et. , I , 1-' i 27 ~ ~- ~. - ~. I UTlUTY EASEMENT: TYPE 1 CB I I I r :;~; I tl. .. - - ..- '/ I STA 11+71.pO, : ' I~ '-- 1#----.. L --t- --? r .. - : : : 270~~G~(~?J'~~;00 (N) i! i G ~ I 1/ :.!: SEE DET~ILI A~ SHEET 6 : i : I. : -' I 0 /iii,' I, I. I,' VI I r' I I I I I I I I , I , I " I - I I " ""-.1 t I f I I I 1 I I I . I I -,-'I -......~ I I I I I I . I I : I J--t'-i'" / e... : ,--.../ _ '------.. I,: .: I, __.-L-LL- ~ " '! L -,-' ~ 1 : ~I L_'::-::-'-~., :==.:".. :':=~' :' ...,. ~--'---t--"'-= : ......-1 I J ---, --- ---- I ------~~-= --1/--.--./- '. L_\_ _.J: .......______-.---"j .-----::::.-_.~~ m:.80--; - -- ~~ -- -- .- ~!l --.- -- -.3 - ~flo' , I ,__ -L-_-=:--:-L -_-L---:::-.-; . ......:.::;:::._~ I ,---- ---~"-.. -- ..--- -"".... -. __-./ ....-7..--. ,.......".,..-;,..,.,...-. ~~.;...,.-rru'l'_~~~..;;:;:: ~_.-:-r...- ... ......::-:~.":";"l":':':'<"...,.nor"I_""-O;.......................:~_~--- . .. ...~_.. .... '" '" : ~--- EXIST. a" PVC /:-- ~. -21< _ - SDCB ; r-EXIST, a"1Il SANITARY SEWER .r;:::-.----~ ..~_~.....::- __ -284"1-- : WATF'R UAI'" ......-~_._---._~_. . .'-_._'-~-~-_..'_.'.' --_._.~-_.- W. 15TH 5.1 .... 6" MIN. OVERLAP ---I /--- CUTS SHALL BE SAWCUT. SI ." ....... BEDDING ,. 4" CAll FOR INSPECllON PRIOR TO PLACING cor BACKFILL C. D. BACKFILL SPECIFICATIONS 2600 LBS. OF 0.375 IN. AGGREGATE 800 LeS. OF STANDARD CONCRETE SAND 94 LBS. OF PORTLAND CEMENT APPROX. 14 GAL. OF WATER THE AMOUNT OF WATER IS A CRITICAL FACTOR TO SET UP TIME AND SHOULD BE ADDED AT THE SITE 1. ACP PATCH SHALL BE ROLLED AND NOT VIBRATED. 2. TO BE USED FOR ALL PAVED STREETS AND ALLEYS. BACKFILL LOCATION TO 1'-0" BEHIND CURB OR EDGE OF PAVING UNLESS OTHERWISE APPROVED IN ADVANCE BY CITY ENGINEER. 3. WHERE CONCRETE PAVEMENT JOINT IS LESS THAN 4'-0. FROM SAWCUT, THE PAVEMENT SHALL BE REMOVED TO THAT JOINT. 4. TEMPORARY PATCHING WITH ASPHALT OR PLACEMENT OF STEEL PLATES IS REQUIRED WHEN TRAFFIC WILL CRO: CDF FOR MORE THAN 24 HOURS WITHOUT PERMANENT RESTORATION. STEEL PLATES SHALL HAVE COLD PATCH WEDGES ON TRAFFIC EDGES. DETAIL CDF BACKFILL EB NOT TO SCALE 3 I . I SDi-tH ,SSMHi , "1 . i I ./......""" ;r..................1 I ; I I I ~. f .~, , i I rr/"/ "'-. ! . ".. Y' ~ I i I /1' i "'.f 'I I, I : I I ! f I I j i i I I I 1/ '/+ : L...../ fl.. I . , I . . -L----T-----'--------------------- f"pL-----._ - ~-- (--13---.!h__-----_h_n_h_ I ...' ,:::: .~~.. ... :::=-=-:--~::::;'--:;:l' "-. '" '. ...... . '\'%. \., W @ ~\}I~:~ ,;11 ~~lii ~:, _ it' \ __.J , , r- - -_ _ -------. t.-- ____m ______!J.:....l~)._I~._ ---- I I I I I "",,"EO "''''' ~! '. , I ,>/~. -~~~~~~~0z~~~~~"<~~~~~~~~'0~~~\%~~ I I I I ,~ A- , 'l\':':;-;-~ . "5. "'-'l..\" (j) bX'? ~ 6" PVC 6"-45. PVC ELBOW PVC WYE TO fiT GRAViTY SEWER MAIN -- .-- -i' 4")(4"X36" PAINTED MARKi:R LA[lEL "S.S. STUB". INDICATE UEPTH TO SERViCE TO NEAREST FOOT, O~l IMGX. '_ \,....-$.' w F Z a. :::J w >- C I- :::;; l5 => a. :::;; C Z a:: 'i a. I- "in <( 12 GAUGE GALV. WIRE ATTACHED TO PIPE AND STAKE { 2.00% MIN. SLOPE < ~ ,,' ,." NOTES: 1. ROTATE THE 45. ELBOW TO ACHIEVE THE PROPER ANGLE TO REACH THE PROPERTY LINE WITH 5' OF COVER; THE MINIMUM ALLOWABLE SLOPE IS 2%. 2. 3' MINIMUM TO ADJOINING LOT LINE DETAIL SINGLE SEWER CONNECTION EB NOT TO SCALE m => l- V> vi vi . llCl ~ .\' I"'~\. : m, 0"" . PLUG END (TYP.) x <( :::;; "in N