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1165 3RD AVE S.PDF1111111111 4948 1165 3RD AVE S Q. 0 ADDRESS: BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) FOR: CRITICAL AREAS: 4�9 / f� DETERMINATION: ❑ Conditional Waiver ❑ Study Required VpNlailver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENTS) RECORDED FOR: PERMITS (OTHER): PLANNING. DATA CHECKLIST DA SCALED PLOT PLAN DA SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) SOILS REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DATED: OTHER: LATEMMSTsTonnAStreet File Checklist.doc I H1r1GrHT CALCS A .q4<Z n "cL4-- �s.o. ,O . //9,o Mwx �i 1E4EPK ( q 'LexlsrlNa nVS llros Por. 'QS O-xIvrjfjai )on NE a(.0 5UIL010C. Avpom ITS/ d AlV� Pt7�N G]it� l,oz REf1 71A tO.342 SP rr GRADING CALCLLLAztpp4 I. 81d9- Addition . ISS( j 51TE PLAN -rH F w, q8.(3, o fr Lo r to TaLo ct� a OF: A PR OV RY PLANNING SOUTN nAR)4 AVTP'fd TO EOMOVV5 CITY OF SIMMOW05 U OWOHOMISH CO., WA, 'DRW 6wA14 / SLOPE = dot f ki r w li b� WRM kv 2. FoumDATta" excAvArhotj -Z• d M 15nx7-- 3162- 9 \ V"atePf 81OZ. : 27 I I4.9 c k(b C Tp of Box 100. D CRAWL SPACE n I. I-0wr= FbcT1t.16 L-LEvgT161•! LOT Co!e a=- pro prb� 3115.3 �.a'�'►1 Coua�.�� Aro��( HIRYDAw.t� zone C0 r r Y Fl a&.Ly -4 Setbacks Re uired Actual Front SavTk a.0 —3411, Sides E - i,✓- '-a6 -S� 1.0, I W ' c raXltTttav- 6•I.ft 4f. E � I � � Ex 1�YrNG- f TtE$1pE110E GAS MerER — — 7�L'- O A 0 n i e ELM ST. SCALD: 1"� 2010 RECEIVED JUN 17 2004 PERMIT COUNTER q3 �o MAN S/de k- Sec� Rear /Yo _ MEs_.VIN 4 DON WA RAv ScorT STREET FILE Other ! 1 6 y- 3 " a Z. VM H O N TJ s, v4A . 78010 Height o1S , K lI 6 ` '{Zs- 218-0029 HEIG►MT CA►1.C5 A 94-2 R4•Z O If q,.o Mix ` _ I M P itR,V I O N S 1 EC.E P i P" -'v-xI3rj"4r Itri 1l105 0 IrXiwiNci prtNE 34o ¢ mon.011I A000 ifs) d /sD9vN c�a,a �Rrv� Ira �r,. aA0•l-81u LOT Aptefl 10. 342 Sq Fr '^ V GRAD )" r, CALCU.LA-Vloo s u J 1- B1ds• Addi4io� ISSf Qti 2. FOG1NDi3TlOs.1 EXCAVATtOris _Z' 1551 x. 2 = 3162 Qf \` 3102. 27 = 114.9 caYD a c CRAWL SPACS I• LOWr--STT STING CLEVATiam 'D ws wA( SLOPE - lit • (02.2 a APPROVED AS NOTED BY EN INEERVG Date: 51TE PLAN 'THU W. 98.0' of LOT lO T-01C.AK 2. OF: SOUTH r4ARK A19Ta'IJ TO FAM01. i* CITY of VIDMOW05 3NOHOMI SH CO., WA. pAT �M 1°T. rS�a' E of - -4#rL 1aIa IOQ.O lA7C� STREET FILE RL IrN ME L V I N A TON WA 5 COTT 1165- 3Rn Avc Z. VMHON309, WA. 48010 112S- 218-0029 104 $CAI t 1-• 2010 U-SE TH 6 FoeUAT c FILTER FABRIC — SECURED TO 2' X 2' 14 GA. WIRE FABRIC EQUAL 2'X2'WOOD OR c EQUIVALENT 8'- 12' 8. PLACE 3/4'-1.5' WASHED GRAVEL IN THE TRENCH AND ON BOTH SIDES OF FILTER FABRIC FENCE ON THE SURFACE. FILTER FABRIC MATERIAL IN CONTINOUS ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. ltjWIRE MESH SUPPORT FE, E TO SUPPORT FILTER FAbIC. ` -a--- � BURY BOTTOM OF FILTER N MATERIALS' TO 12' 6' MAX. i L J Li 2' X 2' WOOD POSTS OR EQUIVALENT CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER EROSION CONTROL. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN, �-JT _REVISIONS- I STANDARD DETAIL RUM FABRIC FENCE RLTUTION SYSTEM DAN 7/24/01 �E. -NT-S --- E1.1 ATTACHMENT B-I 3" o its 317 402 1 O 324 283 '• w 260 _ 410 . ❑ie 156 164 ..Wildlife. 329 3318 3�3s 272 287 271 420 686Ck's 'Refuge 34, 326 m 278 Bank 437 404 -. - •. 403 318 1820 0 604 ' 414 412 410 408 409 404 d00 a 6/2 505 ,. .. - 420 Sound View 616 611 516 - " 424 Edmonds Park 417 409 Wi life Refuge,. 4211 430 303 401 5� 403 5" 401 650 504 432 Olympic View 625 -. 434 533 .. r. .. - m floe o 811 810 637 611 . .. ' 10ds.Area 515 m + min 814 ti N 600 411 u1 520 rn 517 616 Q1y1 6,0 ' - - 531 y�� > 809 . ... .. •' � Flea G 633 63a � 633 8'3 ... .. O 9 Gig 644 539 Edell Weiss 6t7 fiat 564 641 030 543 We 547 621 g 645 e6e 555 e64 e31 Fish } BEN OR 5 a 3 � y ,o;, Toe 702 710 ,Gi eoo � 66,Hatchery 11400 Pit 716 7t6 711 Adndreky 600 OWPark ,�, 7,7 House 111515 21600 11535 11505 11401 11333 21816 YQM F , g MAKAH RD 2�0 z 21700 zl 21701 11500 ,1aoo ,13zo 21700 21 21720 p 21801 21800 ¢ 2/6 21800 21s 21900 21901 11405 21900 219 )OLA. RD 211 11520 11500 11414 11400 219 701 7171051 960 505 305 319 728 727 10 10 1n M! 110 128 a $ i7 P. 9 i3 410 0) n i4 W 1025 1010 1013 1018 401 1001 rA 1020 1029 1022 1023 1022 1020 1020 Ex uW Za iV 1005 1030 1030 V 1043 1031 .� 1020 1024 1036 1045 Boardwalk _ 1046 1042 1047 105. 1040 1� 4,1028 Norgeo low 1074 Maplwvim 22000 ' ' 22007 111e the -- " „09 1124 1120 1128 1121 112s 1127 1136 to 1122 1130 y� 1132 a 1139 1140 OZ / t1 0 N 1141 g N 1139 1152 1142 S 11 110.3 1148 a 1149 O 11 1154 213 1156 1185 r 0 N 22021 1034 1071 1070 1007 1100 Calais Edge 1103 Contirm 1110 N 1116 wood 11,3 1130 a 1120 ills Stela de Ore S 1123 Laurel Some ELM wA 1130 Woo Q 1140 N 600 Highland, I PLANNING DATA NAME: CoT+ DATE: Q SITE ADDRESS: 1 S PLAN CHK#: 6'f ' P- 3i PROJECT DESCRIPTION: 'Trio - &xksrer r ITT, cap rr: REDUCED SITE /PLAN PROVIDED?Se No MAP PAGE: 7 °�' CORNER LOT• e / No FLAG LOT: es No ZONING: CRITICAL AREAS DETERMINATION #: o � � 16 `p ❑ Studv Required: Awe ❑. Conditional Walt' SEPA DETERMINATION: ❑ Fee ❑ Checklist ❑ APO list w/ notarized form ❑ Zded for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger) mpt Cd /,?r L i SETBACKS:. Required Setbacks: , K �o-r h8treet:Left Side: Right Side: Rear. s Actual Setbacks: i �jd�lr Street:;�-O Left Side: a6 Right Side: Rear. 2 Street map checked for additional setback required? (Yes / No / DNA) DETACHED STRUCTURES: ROCKERIES: a �l o K FENCES/TRELLISES: BAY WINDOWS / PROJECTING MODULATION: STAIRS / DECKS: PARKING: Required: Actual: / LOT AREA: (a 3 N k LOT COVE Calculations: 316 3110 t 3 Ket = 3C� 0 BUILDING HEIGHT: GT2 �C I t _ 100 Datum Point: Datum Elevation: Maximum Allowed: aS Actual Height: A.D.U. SUBD LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: es No OTHER: lvewtsrriammnguamrorm.txA; The City of Edmonds APPLICATION for SIDE SEWER PERMIT NEW CONSTRUCTION REPAIRS E] OWNER JOB ADDRESS --------------------------------------------- .................... EASEMENT NO. LID NO- .................. NO. - CONTRACTOR ------ C)\N t-,l ------------------- --------------------- I ------------------------- PERMIT NO. LEGAL DESCRIPTION: LOT NO. . -EInTJOBLOCK NO- .................................... NAME OF ADDITION * ----::X::D L--A-T �-4 .................................. ...... - -------------------------- LIU T U-J! co t CD Approved: DATE ------ - - -- ----------- By ...... r..... ----------------- r - Y z°`" y, ':'.~tr r{ } ar+&- c .k+'t, l��if.�: •i,f >-•e9�t+d�F :w EZ (• ? `,lc. '�. s r' f i' �',4`sf '1" • Y -. s 4,: tat t` l r' #1-4.•, d'i1t'3':a t' ram. Fp n i�,jt t ,r A "'SIDiE S`EWER'� PERUMI�T t CI�TY� ,OF EDM rMI x , DE EARTMENT yi ra`Ey "t' - ia�.. ;u sl• {'• �� .IS. r• . {. a t ;„,f:t �` 't , u ' i r� , :Y, st :. � • `� ;xf'.�?a.�-`M T �• :�' eICD "'111777 , -=1 + s; ,+. ttt F I�`{' i•1�Y�. 4+ i e-{R� N-C 1�1 `t' !,• ) t :.��,�! -p {-y.•� �t :. J •• b,. �-� P: ',' t.�'. !r'J +`� Tor stdeIS elinspections BEF6RI•;.covering,,any portion o[, the constiucUon 1• f - t - t. •y < ; + 1' :4\Inspection will;be provided within; 24.hurs=after tor•hol idaysfnspectlona./•', �'f rt e� a : •. t s l ADDRESSPLOCA-TIONt,OF�CONSTRUCTION +? -T Y 65 ** Til f- Avent e South a PROPERMY-f ItEGAI. DESCRIPTION' ld S " fl LOt --� South - Prig Audi ti on -•i - - , , .....,.. .. .. } : .- P... ;......OWNER:AND'/.OR';BUILDER:.:..ROnJALD .' Pt�URIE� LAfRS�II Cr "RACTOR'S NAME;&ADDRESS ........ R:' t ' i Pi lssion is,grannted ;ax .::.. JU 1.....................................0 3 , 19.�� ,.for repaiirand/or connection, of. aside -sewer to the cityl sanitary sewer .j sy.�iminaaccor`dance witht City of .Edmonds ordinances: i tATTFNTION `IS,JCALLEDtTO- THE�FOLLOWING :'. :y :' ` _ ." "- y l ' •}' '33 - • ! t J' N Vo TtThe:fo'wnersyofthe�property;,cnay obtafnapermlCto'construct;sewer.'lnsfde,+property„aline A`aicensed.,3fde.-3ewe_r Conti'a:etor.;musCrbe'employed•toconstruct''y, u J it o- side?se`iver"�IdstreeLarea•: ,Doenot;'cover'anyyportlon;of'sewer before`it has`•been-inspected.• A NO -No 2All'wo k:perPormedYlncl:.rlghC-'of=way requires an_Invasion:oP Rlgtit=of-Way Permft ob1.tainable from the•Clty Engineer's office rA NOTExNo 3 Otitafn:full. Infdrmation reKarding Ordinance 11:18 030 and Regulations. goveining8`side sewers when you'•get4ermit NOTE No,4—Topgofsafdetaewer<�muatha.ve'raC_least:30 lncliea;coverage'at"propertyllne;and 12;lnches inside property dine;- minimum 'grade of 2 /, No..bebds In;grade ..�+�.. sfiarpci'lthan ek will be°Perritltted. ". •: ;;.' : • - . .tt :.emu :•v�••t. .n is.:^ NOTB.,zNo't 5—Trencheaalnt{sCreetymust, be�.watei>aeEtled and=surface of 'street r'eatored to• origlnal'•condttlori.-' Contractors shall be•reaponstble�foi' failure,idue to-Jmproper fi • •iU t "1 W fs mho iwchSmay drx�eeoP within one -'year oC cbm Pletlon.'" _ - ..,, it f . t. r i i. NOTDxNo�aB-lt„ta unlawtful;to alter or'•do:anyiother-work than 1s�rprovided-for,.in therpermlt;'or to doAriy woi'k"on the" main sewer,ortltsa.ppurtenancea.except_,to'in "t{.1 c?,artLti s:,-'p�ipeintoyytheiwye:' ---. - ,. . ._., .... _ . _. .. i _. .'j':..i. sy Hate . .. sy Date sy R • • r Date GG� .�P By:::.✓ ... T 1 . • ,' ` { ... ...'�..:.. ......: i 1 - ' ....... �.�1 .-• +r. r i ; ; 1 •b J -. .i: - 1 Yb�F t u1 - t Yu ,...� N ' i fa { A 1 ,� 1i rt 3�{I .... ....... 1 t ti. hereby certify thatahe side sewerf•Installation constructed under.Sth{s;permit r ;,4(Owner%of ContractingZFirm P14fcrrn'I' .Constructlon)k Sd'm5a6c6rd ce`s,"with a]Pgoverning ordinances of the Clty of Edmonds t �,R•°,, }�°y,'r $Dated1thls ;i S?day of r> 3� >.� a?ram frt ..h•-S .>v... •l�tt� .................1 19 . ... ... _ .. a.. _ ^t.:.. 1.... ..., s•..ex.•sa,r.a•,. 9._ .r. •e•, _ AfCh� ekl BEFORE ~ OU3♦,: J(tJ •y y Gash p, Telephone :� Power'' a+ , Seaver ,�,a , tiiOtber.: • ».s ;'.''[. J.�.:+31� t'ff:',r: :,.`f« . ., ... <. {. .Sd ffi§ �.L ....,.. .f. .it. di ., Lx.s.f ,Zz.'n!�fa Ea; l_,..._... irpufl,4S:t•. 46 10 1 APPLICATION for The City of Edmonds SIDE SEWER PERMIT EASEMENT No.c2--,l NEW CONSTRUCTION 0 REPAIRS ❑ Y, -OWY QA-) OWNER...... ke'� / . ...... CONTRACTOR ................................................................ ................................. PERMIT No. e17 ADDRESS .... 1,1...... t1l - -------- ...... ---------------------------- LEGAL DESCRIPTION: LOT No. BLOCK No. - NAME OF ADDITION ........... 6. (J! 714 ......... ... .a-tzi .......................................................................... It • 8 • A? 4-1- W lz-upll+� F"O,* h*"L DATE........................ Date July 3, 1974 Memo to: Director of Maintenance Operation Public Works From: City Engineer Subject: Sewer Connection Charges Legal Description: The W 98 ft of Lot 10,'Block 2, Plat.of South Park Addition to Edmonds as recorded in records of Snohomish County, Washington, Commonly known as:: 1165. Third Avenue South Ov+ner: Ronald Larson Z.F.F. Calculation: ( 93.2 ) Z.F.F. x ( $ 5.50 ) = (. 0 ) Lateral x ( ) Unit x ( $ 25 ) _ cc: Ronald Larson $ 512.60 Connection Fee $ -0- Lateral Charge S 25.00 Trunk Charge $ 10.00 Permit $ 547.60 TOTAL Form 6 U�OF ED,�o�O City of Edmonds Development Services Department MrPlanning Division Phone: 425.771.0220 -OIg9Fax: 425.771.0221 The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of the application to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical areas inventories, maps, or soil surveys). Date Received: //- City Receipt #: a 3 Critical Areas File #: Critical Areas Checklist Fee $135.00 Date Mailed to Applicant: A property owner, or his/her authorized representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map, along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. - - . The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in .whole or part upon false, misleading, inaccurate or incomplete information furnished by the applicant, his/her/its agents or employees. By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that I am authorized to file this application on the behalf of the owner as listed below. SIGNATURE OF APPLICANT/AGENT 2DATE / ,? /t/��'7/ Property Owner's Authorization By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application, and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection and posting attendant to this application. SIGNATURE OF OWNER �. DATE 9 /,IOV 03 PLEASE PRINT CLEARLY Owner/Applicant: Applicant Representative: Aelyily ' bolV Sc'-o-ff Name //6s �ly,4CW-•s. Street Address 6emo„cys, 60111 • T020 City State Zip Telephone: *7 a 7 7/ -- 3 22,E Email address (optional): 1)9Jc6HV /o/p hamG Name Street Address City State Zip Telephone: Email Address (optional): Critical Areas Checklist.doc/4.22.2003 • Critical Areas Checklist Site Information (soils/topography/hydrology/vegetation) 1. Site Address/Location: f /6r 3 =`l f w— (5-. CA File No: �3 2. Property Tax Account Number: (500 261 Cf !`)(Pa('ce/ 4) 6& r,IZA QD2. 01 ID 01 D DO 3. Approximate Site Size (acres or square feet): /0, JS'¢.3 S� • 4. Is this site currently developed? X yes; no. If yes; how is site developed? 5. Describe the general site topography. Check all that apply. X'-_._ .-_. Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: "O : Approx. Depth: 7. Site contains areas of seasonal standing water: /Jo ; Approx. Depth: What season(s) of the year? 8. Site is in the floodway /Jo floodplain Na of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? Flows are seasonal? (What time of year? ). 10. Site is primarily: forested : meadow ;shrubs . mixed urban landscaped (lawn, shrubs etc) l/ 11. Obvious wetland is present on site: For City Staff Use Only 1. Plan Check Number, if applicable? 2. Site is Zoned? — G 3. SCS mapped soil type(s)? _ ,�,k , ,"� o -A 4. Critical Areas inventory or C.A. map indicates Critical Area Qn site? _(i ,,1 , k �� c, na 5. Site within designated/earth subsidence landslide hazard area? �{- ,;,„„r, ; �{ , 1 r- A 7. 9� i� it t (T o l J%.%r•1 2 C 1? tU 'iiY1 �'l l Y vim; s CA , 't DETERMINATION STUDY REQUIRED WAIVER Reviewed by: a,cL= nk)R . Q. Date: Critical Areas Checklist.doc/4.22.2003 _, 0 F EDdr- cY ,fb -r i ✓ CITY OF EDMONDS AS- BUILT ADDRESS HOMEOWNER C❑NTR❑R SCALE DATE DRAWN PERMIT IBY /� n N❑, v) q 0 NTS U) W M _f 0 F E.D.,6,_ V 1" COF CITY OF EDMONDS WATERLINE A-S-BUILT r d ADDRESS HOMEOWNER _ 1165 - 3 AVE S _MEL SCOTT CONTRACTOR SCALE _CAJUN CONST NTS DATE pRAV& PERMIT 02/08/05 BY S I B R E L 03/29/05 NO. 2004-0936 �0 0 tTREET FILE Da ce _._July 3. 1974 Merno to: Director of Maintenance & Operation Public Works From: City.Engineer Subject: Sewer Connection Charges Legal Description: The W 98 ft of Lot 10,'61ock 2, Plat of South Park Addition to Edmonds as recorded in records of Snohomish County, Washington Commonly known as: 1165 Third Avenue South Owner: Ronald Larson Z.F.F. Calculation: ( 93.2 ) Z.F.F. x ( $ 5.50 ) _ ( 0 ) Lateral x ( ) Unit x ( $ 25 ) _ cc: Ronald Larson $ 512.60 Connection Fee $ -0- Lateral Charge g 2.5.00 Trunk Charge a 10.00 Permit $ 547.60 TOTAL LEIF R. L.ARSON, P.E. EDMONDS CITY ENGINEER Form 6 t tf; w For •. • dt d EASEMENT AND JOINT SEWER AGREEMENT Food and values le c nsidti° the grantors • X' - lIAzL T hereby grant to an easement for the installation, operation, p'& and maintenance of a joint sanitary sewer line over, across, through, under and upon <: the following described property, situated in Snohomish County, State of Washington, If to -wit: Its+ FIRST: There shall be an easement six (6) feet wide, three (3) feet on either side. of the center line described in Exhibit "A", attached hereto and hereby incorporated in full for this reference. .SECOND: The parties mutually agree that'the necessary documents will be" - executed -to make the easement a matter of public record and they will share the cost of recording equally. THIRD: The cost of maintenance, repair or reconstruction of that portion of the sewer used in common -shall be borne in equal shares, except that k+Ft•. the owners of any lower parcel shall not be responsible for the part of x{. the sewer above their connection; and when necessary to repair, clean or F�. reconstruct the sewer, the parties to this . -agreement shall have a right f:r of entry for that purpose. FOURTH: This agreement shall be a covenant running with the land and shall, be binding upon all parties and their heirs and assigns forever. € IN WITNESS WHEREOF we hereunto set our hand and seals this day of in the Soar — IA., .,Z)4'A us and )Pow G, .L,n�s oit/ (spou e )s TZ /� . rl" " -, s use spouse �• STATE OF WASHINGTON ) ss COUNTY OF SNOHOMISH ) On this --day of 19personally appeared before me it 7U c r /_-= // ��f /3 — �� •('1.' ,1�� .tii�; r; to me knowh i to be the individuals described in and who executed the wi-th-in-instrument and acknowledged that T.%�r signed and sealed the same as,,,/?_-�t= free and voluntary act and deed for the uses and purposes therein mentioned. • V�. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day of in the year. NOTARY PUB4 C in and for the' State of Washington -4 �1ra r t • ' L� ►- c �7- La p r J- .,,. •M1+. ._,._ _— cam ,, W _J W W CO • i REGARDING: 116S!bird Avenue South /l''U`C�n� (address) R E C O R D O F C O N T A C T S DATE NAME, PHONE NO., ADDRESS of CALLER COMMENTS 5/1/74 Ron Larson Certified Letter No. 406427 sent 1149 3rd S. requiring hook-up within 60 days. 7/1/74 Certified Letter No..406502 sent requiring response by 7/12/74. 7/11/74 Larson came into office and obtained permit #4938 and paid connection fee of $547.60. 7/11/74 Connection completed. ACTION TAKEN INITIALS Letter received. TE Letter received. TE TE TE - -F- - '.� +_.-1 -_ ; _-Y .1" - y - L._- � _ - f_' �. _.4 ._ .--t.- _ 1 -_. • _-__�._ Y _ • r � - r r 1 _ I _ I I LL VLU 4 J,-- - - - . _CO ,• _ � I I ' ' I I I � I � I -- T ' -;•{ -_I-_ « _/q��71��_-� i_-� I ___I -� ' _r--+__!__ - - __ I }.._�__ t _ I _ I___ __1_ 1 -i_ I I _ -_- I I 'r t+ 1 Ad - - - - -- - - 1 - � . _ i �. _ i -i-- - - tt � } ft t - --�- - -r + - i--•-- +-- 1-- -'- - -t --� - -} • + � -� � j- - j i 1 , 1 • I I � a I I , h i I I 4 • • Memo to: John E. Moran Supt. of Public Works From: Leif R. Larson City Engineer Subject: Sewer Connection Charges Property Description: Commonly Known as: .1165 - 3rd Avenue South Date: May 8. 1967 Owner: Larson Z.F.F. Calculation: ( ) x ( ) - .93.1 Z.F.F. ( 93.1) x ($5.50 ) = $ 512.05 Connection Fee +- Subject to the owner bringing in legal description for verification of lot size. Public Works Department Use Only: ( ) Unit x ($25.00) = $ Trunk Charge $ Permit TOTAL • Date: May 8, 1967 Memo to: John E. Moran Supt. of Public Works From: Leif R. Larson City Engineer Subject: Sewer Connection Charges Property Description: Commonly Known as: 1165 - 3rd Avenue South Owner: Larson Z.F.F. Calculation: ( ) x ( ) = 93.1 Z.F.F. ( 93.1) x ($5.50 512.05 Connection Fee Subject to the owner bringing in legal description for verification of lot size. Public Works Department Use Only: ( ) Unit x ($25.00) = $ Trunk Charge $ Permit TOTAL F-I L Date: May 8, 1967 Memo to: John E. Moran Supt. of Public Works From: Leif R. Larson City Engineer Subject: Sewer Connection Charges Property Description: Commonly Known as: 1165 - 3rd Avauue South Owner: Larson Z.F.F. Calculation: { ) x ( ) =3.1 Z.F.F. ( 93.1) x ($5.50 512.05 Connection Fee Subject to the owner bringing in legal description for verification of lot sie4. Public Works Department Use Only: ( ) Unit x ($25.00) = $ = S Trunk Charge Permit TOTAL SITE FLAN �P41 VI*6r -- 145IGMT CALCS A 94-% 13 q4. • 2 C �= T3 ToT'A7r76. 1 '. '1 = �4. o I4a�e►1J .o . 10 _I 10I,.o N►w x t I M P jrR.V 10 U 5 l Erc Pi Pcc.s tcx13Yl►44r RES 11rov 0 8,x►Wipoci pj1NE 3460 164JrLDlbJf. AVON 1551 d IPRIvF i►flwN 4.3it0 LOT A909 10. 34? 50 Fr GPAb o" r, CALLu4ATjay4 I. B1d3- Addi4ion _ is$( 0 2. 170uuDWr10W EXCvATb0M :Z, 15T1X2=3162-Q1 3107- =; 27 = 1 I4.9 cv. Yb CRAWL SPACE I • Lowr=sr FMT, W 6 r LEVA i 02..2 e t ;APPROVED AS NOTED I BY ENGINEERING � I MVEWAN( $LA PE = I i t V W a c THE W. 98.0' OF LOT 10 TBV-Oc..i< 2 OF: SOUTN PARK At777'N To EOMOV-03 CITY of U06.40WD9 3"OHOMISH CO., WA, DATUM PT. MAC 67 of ELM 5T. .. M E !_ V 1 N 4 T ON NQ S COTT I16`i- 3RnAvs 5. VMHON105,WA.48010 -125- 218-0029 sr4 W - 5CALV''1"-2010 H,5)CVHT C/lLC$ A -94.2 13 94.2 . Tj q -4t TOTM- '-- -376 j : `i = q4-•o mu" z 3.o . O ...! r 1'? 0 MA i IMrrmv1ou$ lc-LeFtiwi $S"a PCt.6 CtrsIWING-PRIVErLQ8&J(► q1srjWr AVIV" 151)AIVL- %101DN 43:x y'o r A6L. 4l?� LOT AREA iO.342 SW FY + to LRA:11�SG GA(.CiuLA;(C� 1 W ( Bld3- Ad64ior, = IS$( j �2• FauNDwriow EKGWATi4M _Z, rSSI z 2 - 3167- QS 310 Z : 27 � 114.9 QjL YD a c IRW6WAq SLOPE = 61 Tip ofmA4& CRAWL SPAC& I I. LOLMETT FGMJ►•1G L-I�vAA6u LOT gr-.) YAl Zcli'ie. Corner On I Sdtback sir Actual —� Fr6iit SC-T _�---- Sides E-4LW-5' E-d6;w=S 11war Other Heim o1g'wlaK l( 6„ 5 1 T E PLAN THE W. 98.0' OF L.O r 2.0 TSv-0 C c 2 O1= SOUTH r4A,R14 Al V'M Ta FUMOV175 CITY OF 97!0M0WQ'5 3"OHOMi SH CO., WA, 9A.O @X1tTtNG.- 3Sr. � Pe x 14brl14G. /SaS l�J 0 GAS LIFTER _ 0 �I > p ELK ST. ME L V I W VON NA SCoTT If6`a`- 3RnAvd `3. aQM0NP3,WA. 7802D L12218-00:Z9 r w '- s 5C1"- 2010 RECEIVED JUN 17 2004 PERMIT COUNTER DIN Slde Sect r I DAP STANDAriD DRAINAGE DETENTI JN SYSTEM WORKSHEET O Donna )D• i w Ec(motids, W1q rr00 IMPERVIOUS AREA �-0`F9 SF " ` * • +DESIGAI DATA " a " PIPE DIA PIPE L-G 2' ,36 a' F WTENTION PIPC LENGN FINISHED GR4C5, / ,.L' MINIMUM UPPER CATCH WtN LID ORIFICE %/(5 ti —r CDC lax OR � RIS[R *16 or IN, CONTRCL CATCH BASIN SYSTEM CROSS SECTION W. E'x8'X6' DEEP, 4-6' $PALLS OR CCUAL rROM =4TRM Cl 2'x E'x 31 DCCP3/4, CRUSHE70 R= nm CONTROL r 4 TU9T pFRM�T �y 100� _ 0 0 0, lF9 . LCN(L ALMRAP alma �I�f1�"TII PLACIIAiNT�F LIAR"�I�SN'�ca RUNOFF SPREADER. TRENCH FOOTING DRAINS SHALL NOTBE GOMUCTED TO DETENTION SYSTEM N0TES: i. CAU Engineering Dhision j 142220) for it tightline and dotendon system inspection before bwlMlWS and for final Wpecdons. 2. Rup0=10y for operation and maintetaeaae of drainage v*= on private pwperty is the reqx=Wfy of the property owner. Maiorial iommulated in dw don a pipe must be flea out and removed from the catch basiau to allow proper operatics Thee canal coatwl oriiicm _mat be kat�at all tims } ale I Porina Sco- f ' Tofdl Impervious ti 404-5 SF Impermeable Required Area Sq. Ft. Vol Cu Ft 2000 50 2500 62 3000 75 3500 87 --0-4000 100 4500 112 5000 126 Note: Allowable Pipe Materials: 11 3—d �� , S, Au,� 17, 200¢ �cf m o rids, c'9620 Plpe Diameter 15' 18' 240 Og• 40 28 16 10 50 35 20 13 60 42 24 16 Required pipe 70 49 28 18 length in feet 80 56 32 21 90 83 36 23 100 70 40 25 ln+erpo(ofilis Reinforced Concrete `1'B - X Aluminized Steel Soo 12 Aluminum x�- CMP Asphalt Coated N-12 ADS (Not permitted on roads) 126tu(( ( Cr 100fi1,IS=10(./S 2 - Outlet Orifice Sizes Impermeable Area 3 . Ft. Outlet Ortfiice Diameter (inches) 2000 . 6/8 2500 6/8 3000 3/4 3600 --� 4000 7 8' �— "8 SF 4500 7/8 6000 7/8 3 - Rectangular U 5e 3ZN L 1= 24110 Pipe The add,fik required CC IS Provided "'win }fie two Type I-i- C 15s a% e irh er e nd W +he dekent;�n rpe 7I,P1 Detention Max, size Catch Basin _pipe diameter knockout _ Type < 18' 20' Type 1, C815 18* to 244 26' Type IL, CB 1.6 ��/RF 24• to 39' 36' Type it, CB 19 " 19 (48' Basin) AL u •38' to 42' 4r Type 11, CS 18 .19 (541 8aaln) .� PERMIT �,, 'Source: Assoc. Sand tan & Gravel Co. Standards ;,,�j STANDAnD DRAINAGE DETENTIJN SYSTEM ( WDRKSHEET OvvNm V' Dotina seoti rr"i • I / j •I DATE: 2/a' DATA IMPERVIOUS AREA PIPE DiA PIPE L-G 2 36 ZF WTENTMON PIPM LEWTN F1NtSHMCD L' NINiNNM TIOMTL Sk TC MX ILaPC UPPER CATCH BASIN 10 LID 1CAL) ORIFICE %/� `[ cc ar Q aUTLCT CUTLLT CON?M �9HIM. CONTROL CATCH BASIN SYSTEM CROSS SECTION W. altXS',DELP, 4-6' SPALLS OR COUAL FROM CONTROL C8 d'x RIX V DCLP 3/4' CRUSHED R= t r i FROM COMMOL ft AUG ?004 MlT cOu,vrER Ldmm AIPRAP orrrtsr �1�ft�"T$'�4c�t�"bP VTAtNCDf WA1N'MlaCx RUNOFF SPREADER. TRENCH FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION SYSTEM Nt 7W. . 1. Cili Engkawiag DfvW= (" 14220) for a ti*Aine and detend= sydem iaspwdoa before bacidilllag ad for fiMual iaapeM:liotuo- APPROVED BY Z. AeapoamlCty for op cation and main!mm of dramas on pdvm pmPertY is the :nepM>' ► of tbepmpmty own". A�ariwal � be flushed out lad removed from the catch basins to allow groper operation. TO outlet coatml cribs& DATE -mmt be Jwt cow at all ti Mel �, Pori na Sco- + I (6S 3-d we . S, /7 20 To4dl Impervious ti 464-0 SF lEdmorids, Wf `9620 Table 1 — Detention Pipe Sizes Impermeable Required Pipe Diameter Area Sq. Ft. Vol Cu Ft 16• 18" 240 OQ" 2000 50 40 28 16 10 2500 62 50 35 20 13 3000 7S 60 42 24 16 3500 87 70 49 28 18 --10 4000 100 80 86 32 21 4500 112 90 B3 36 23 5000 125 100 70 40 25 Note. Allowable Pipe Materials: Required pipe length in feet I h+erpolafi'Yj3 Reinforced Concrete -ty - X Aluminized Steel Sao 12 Aluminum x CMP Asphalt Coated N-12 ADS (Not permitted on roads) Qe4,ukaf Cr too rt 1./5= (O f .15 Table 2 — Outlet Crlfice Sizes Impermeable Area 8 , Ft. Outlet Orifice Diameter (Inches) 2000 U 3ZNL 1= . 2500 5 8 24 itPrPe 0 3000 3/4 The adX� nct� 3b00 —� 4. - 3 �8 SF ►^ required is 4500 00 Provided w��hi.i 6000 7/8 �-he two Type I -�- 7/8 C 5s a+ e ieher c nd of the Table 3 — Rectangular Catch Basin Requirements dekenhb►► ��p� Detention Max. size Catch Basin _pipe diameter knockout_ _ Type 18" to 24" 20 4 Type 1, C815 AUG 26" Typo IL, CB 1.B 2004 242 to 38' •36'to 42" 38' Type 11, C8IS' 19 (48' Basin) PERMIT COC f, VTr:j 42' Type 11, CS 19 .19 (54" Basin) 'Source: Assoc. 9and.& Gravel Cc. Standards r NOTES: 1. CONCRETE INLET TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 199) & ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA SPECIFICATIONS. 2. REINFORCING SHALL BE EQUIVALENT TO WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 497 (AASHTO M221). WIRE FABRIC SHALL NOT BE PLACED IN THE KNOCKOUTS. 3. THE BOTTOM OF THE PRECAST' BASE SECTION MAY BE ROUNDED. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF 17". KNOCKOUTS MAY BE EITHER ROUND OR SHAPED. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. 6. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS CONCRETE INLET WALL THICKNESS. 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2" PER FT. 8. CONCRETE INLET FRAME AND GRATE SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621 D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT. 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. NOTES: 1, CATCHBASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 199) & ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA SPECIFICATIONS. 2. REINFORCING SHALL BE EQUIVALENT TO WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 497 (AASHTO M221). WIRE FABRIC SHALL NOT BE PLACED IN THE KNOCKOUTS. 3. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF 28". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPED. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. 6. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS CONCRETE INLET WALL THICKNESS. 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2" PER FT. 8. CONCRETE INLET FRAME AND GRATE SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-6210. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT. 9. FRAME.AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. SET OVERFLOW AT TOP OF DETENTION PIPE 6" PVC -OUT _ In 6" OR l 12" f LOCKING FRAMF AND GRATF 2"X4"X8" SOLID BRICK USED FOR FINAL ADJUSTMENT TO GRADE. 6" HIGH MAX. 6" OR 12" CONCRETE RISER SECTION CLASS 4000 CONCRETE PRECAST BASE SECTION (MEASUREMENT MEA UREMEN AT THE TOP OF CONCRETE INLET LOCKING FRAME AND GRATE 2"X4"X8" SOLID BRICK USED FOR FINAL ADJUSTMENT TO GRADE. 6" HIGH MAX. 6" OR 12" CONCRETE RISER SECTION CLASS 4000 CONCRETE 6" CONCRETE REDUCING TOP SLAB CLASS 4000 CONCRETE PRECAST BASE SECTION MEASUREMENT AT THE TOP F THE BASE) r- CATCHBASIN TYPE -1 -1 II 2' DIAMETER DETENTION PIPE q'8eq S 1 6" PVC TEE �( 6" PVC PIPE PVC CAP SECURE WITH ADHESIVE 9" MIN DRILL 7/$ " DIAMETER ORIFICE IN CENTER OF CAP CONTROL STRUCTURE CB#j Tv TYPE 1-L NOT TO SCALE 6„ 2, 6f. f 2' MIN COVER V-4" -m-- 3' - 1� COMPACTED NATIVE MATERIAL 2' DIA. DETENTION PIPE TRENCH FILLED WITH 3/4" TO 1-1/2" WASHED GRAVEL OR PEA GRAVEL DETENTION PIPE BEDDING DETAIL - NOT TO SCALE IgEIC?HfT CALC A - 10� �® @e 2, I ot. TOTAL 41 �, I 2s. 1.6 EX C ff 86,44 N) 00,1+/ OUT 1NST!- I-L_VY9 8 U j3f� LE- U P CB TOP - 9 6o-7 1 l IER/CONTRACTOR IS RESPONSIBLE FOR EROSION rONTRfNN.. AND DRA!htk,Cjc ALL EXPOSED SURFACES BE COVE -RED WITHIN 2 DA Z to h lc'm N Typ, v . G IATED �. l CONCRETE L-FT -ro=101A 214 I & .• EX �`P EXT�G1f3�� DRAIRHGC, TESG � a H g ov, S� a b.� d L O L10 'M 1�. y�� I i /�s� I� �QT14 r4I,Tji{ A t7p'M D �/ j�i+MV1413�) 36 LF r- 0 PIPE (3e, 0,is% CONSTRUCTION SEQUENCE: 1. CALL ENGINEERING INSPECTION LINE (425-771-0220 ext 1326) TO SET UP A PRE -CONSTRUCTION MEETING WITH OWNER, CONTRACTOR, DESIGN ENGINEER AND CITY ENGINEER. 2. CONTRACTOR IS TO PROVIDE DUST CONTROL MEASURES AS REQUIRED INLCLUDING STREET SWEEPING. 3. ROUGH GRADE, INSTALL STORM SYSTEM PER PLANS. 4. DESIGN ENGINEER SHALL INSPECT KEY PROJECT ASPECTS DURING CONSTRUCTION. 5. FINAL GRADE, PAVE AND LANDSCAPE. EROSION CONTROL NOTES: 1. DURING CONSTRUCTION, STRAW OR OTHER MATERIAL TO COVER EXPOSED EARTH SHALL BE ON LOCATION AND READY TO USE. IF THE NEXT WEATHER DAY FORECAST IS RAIN, THE SITE SHALL BE COVERED Al THE END OF THE DAY. THE SITE SHALL BE COVERED IF THE NEXT DAY IS A NON -WORKING DAY. 2. SOIL STOCKPILES ARE TO BE COVERED WITH VISQUEEN WITHIN 24 HRS. 3. IMMEDIATELY FOLLOWING FINISH GRADING FINAL LANDSCAPING IS TO BE INSTALLED OR HYDROSEED OR MULCH TO AREAS OF EXPOSED EARTH. NOTE MPIM"Irri MINA UPS Ce)IlF-- . 6 JER DE�TESIT ION TYi' l- C St--I P �g C�T RPI� �'1-I�.I.4�'.'T't.� P;� - >�E: OE TA >;I-- TH (.S Ff > T -rop= 10,3300 /-CP71E LD PTQJUST) 1 E (w) =� � a o T ! nre-_� FOOTING DRAINS NO T E (E) w 1006 7-1 Ni TO BE TIED INTO n APPHOVED AS NOTED BY ENGINEERING Date: INSPECTION NOTE: 1. CALL THE CITY ENGINEER INPSECTION LINE (425-771-0220 EXT. 1326), 24 HOURS IN ADVANCE FOR ALL ENGINEERING INSPECTIONS. UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT THEIR LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. EXPIRES: 11 05 05 BRACKETTS , Q Q LANDING % AT ER LN' PL o LN AlIN '� s LOHn sT AL aPnua° cnaoL a Wr RIOL -z 1200TH E L9 1 d a' s E • 201ST SIERRA ' Hs -1 Ig $T SW -' �-'- LIB mi 202ND = /' BEACH O ea= a P J > ❑ °• ¢ GLEN PL ^>6 20210 P $T Cy I SIERRA ST a�tS` a'I ST SW a _I \ �� GLEN ST a o _Is . fuNavos \ f 2 DALEY I :c �� g ST "i h,' �` a o ` + 2041H fE29T lE@IfKIL ap Q• _ i00 BCO ix) d m3 I 1: �` BF< O' CTR $PRAGUE 3 J ,Yti/ t~il o ST o x rn'� $ SH 31 1 1 al UAW ux°Ix YFIE NOFPI N = Tx PL a 1 'F vAuvsw7R >yS' o PO ST x „r"s`�:S EDMONOS HILL PK; ; .;2 5i Yr _ a f-I 6 fs �.. 7DO rn ~I ELL =1 STNMrI6 �B;i73{I EL pr u' .,Rf I 20 W eP%`.� o p ST DR ` I POSH 5T su 8 F o0"5 AIN _g ST iPLCT SI Si TfOn N "' fRVtES- c DAYTON L6I c 900 f� n A „ 6 w I 9 �c sl a a• c.Y ' E6 ° u 3 400 i Qg > MAPLE ¢ALDER a ^ S 9 ' .;.:. T...: i M. RIAL 2D9TH SW �� 23 3 H 500 STa <� g i-. _ �' 2 UNION N V) m 600 W . �� LN o .y OIL ! f JDO HOLLY DR AR PL lY =1 �F%C( �QrN RO FS mo° � 6 11000 H CEDAR ST MARSH 0O CO HOWELL WY N N ':` ..•�<<J"� 8 °� U.ND `S S E L1A d tH SPItUCE� SPRUCE i.n cE PARK sPaucE w ST EN s ptONE , £ cor SHELL 6Pa } 9W < HEMLOCK Nr PL ¢ 8 ? ?p Y`,.:,. _ I- OR Z TYy v � O HEMLOCK ¢ uNEL s < 214TH PL ,400 ''+%-5': ERBE ¢ 9m re Sr unPtL w 214 IAUAEL 215TH S LN = t SW 215TH Sr I F Nf A Y 'r DR SFAMONI• iE PL SW SW ¢ i 215TN SW S = LN . 3 215TH ,n a ry G > I imPulp I I I216TN 1 PL 92 Bw SH 217TH ST SW d d = c to 200 f !NE FORSY '} 70D 900 216 ` Ps- < x §_ n M FIR IN ti < < d O~i -� ¢ 217TH ST d ST s 3 a 217TH PL SH 0 26 <' PL i FIR vL F R ST ¢ 666 7C0 218TM=rE c 218TH 880C 30�� ` py 8 a •. I s S> ~m �y °' - 25 sw > 19TH LLJ BELLA COOLA N ELMa < E � a z r Su § N d 1200 RD I r _ Wr E y ST 22 TH CY_5T 2 m a 100 E H W' n 6 Po8 W ITCOMB R 00 69700 $ 90 a n 22�� 66600 220TH PL N T,� '- y pl I l l- d BIRCH uL y < q yy221 221 STPL �OOGW00p . `', ` B T N PL rn d. N < M u.. $g 9s� c 4ao �12PCs y IMPERVIOUS AREA CALCULATION: EXISTING RESIDENCE 1505 SF EXISTING DRIVE 360 SF BUILDING ADDITION 1551 SF DRIVE ADDITION 632 SF TOTAL 4048 SF NOTE: TOPOGRAPHY AND POINT ELEVATIONS PROVIDED BY OTHERS. FILTER FABRIC MATERIAL 2" x 4" DOUGLAS 2- x 2" x 14 GA. WWF FIR OR EQUAL PROVIDE 3/4" - 1-1/2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE - -- F40W II II U N ES: PLACE 12" OF 3/4" - 1-1/2" WASHED ROCK OR PEA GRAVEL ON BOT" SIDES OF THE FENCE TO CREATE A BEVEL SHAPE. FABRIC SHALL COVER BOTTOM OF 8- x 12" TRENCH AND EXTEND BEYOND THE LIMITS OF THE GRAVEL IN ORDER TO MAINTAIN AN EXCESS OVERLAP OF 2- MINIMUM AS SHOIN?j. OPENINGS EQUAL TO SILT FENCING 0 USDA SIEVE SIZE 70 !! II LI •VTi II I� II II li li � � f II II N u u u u i BURY BOTTOM OF MATERIAL 4'-0" TIP. IN 8- x 12' TRENCH 6'-0" MAX. ,,SILT FENCE DETAIL NOT TO SCALE SIDE SEWER NOTE: CONTRACTOR IS TO ASCERTAIN LOCATION OF SIDE SEWER PRIOR TO COMMENCEMENT OF ANY WORK. CONTRACTOR IS TO CONTACT UTILITY LOCATE AT 1-800-424-5555. CONTRACTOR SHALL POTHOLE AND VISUALLY VERIFY LOCATION AND DEPTH OF SIDE SEWER. IF CONFLICT APPEARS TO EXIST WITH CONSTRUCTION ELEMENTS, THE CONTRACTOR SHALL CONTACT THE ENGINEER OFRECORD, DONNA L. BRESKE, P.E. AT 4250334-9980. APPROVED FOR CONSTRUCTION CITY ENGINEER PREPARED BY: DONNA L. BRESKE, P.E. 6621 FOSTER SLOUGH RD. SNOHOMISH, WA 98290 PHONE:. (425) 334-9980 FAX: (42,5) 334-7380 DATE PRIMARY CONTACT: APPLICANT/OWNER ME1- 5COTT A, PHdNE: 425-7-21- ,3 <Ial, , 00/ SITE ADDRESS: 1I(05 3r' Ave_ S. EDMONDS, WA 98020 PLAN CHECK #: 04- 2 3 S DRRIN4C AND TE-SC DEslC Iq INCLUt)im4 51TE PLAYN F=DP I L4�; �- V-ax--, PERMIT COUNTER NOTES: 1. CONCRETE INLET TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 199) & ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA SPECIFICATIONS. 2. REINFORCING SHALL BE EQUIVALENT TO WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 497 (AASHTO M221). WIRE FABRIC SHALL NOT BE PLACED IN THE KNOCKOUTS. 3. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF 17". KNOCKOUTS MAY BE EITHER ROUND OR SHAPED. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. 6. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS CONCRETE INLET WALL THICKNESS. 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2" PER FT. 8. CONCRETE INLET FRAME AND GRATE SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621 D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT, 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. NOTES: 1. CATCHBASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 199) & ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA SPECIFICATIONS. 2. REINFORCING SHALL BE EQUIVALENT TO WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 497 (AASHTO M221). WIRE FABRIC SHALL NOT BE PLACED IN THE KNOCKOUTS. 3. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF 28". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPED. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. 6. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS CONCRETE INLET WALL THICKNESS. 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2" PER FT. 8. CONCRETE INLET FRAME AND GRATE SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR--F-621 D. MATING SURFACES SHALL K FINISHEID TO ASSURE NON -ROCKING FIT. 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. SET OVERFLOW AT TOP OF DETENTION PIPE 6" PVC -OUT 5 �Ql 6" OR l� 12" 103 LOCKING FRAME AND GRATF 2"X4"X8" SOLID BRICK USED FOR FINAL ADJUSTMENT TO GRADE. 6" HIGH MAX. 6" OR 12" CONCRETE RISER SECTION CLASS 4000 CONCRETE PRECAST BASE SECTION (MEASUREMENT AT THE TOP OF THE BASE) CONCRETE INLET LOCKING FRAME AND GRATE 2"X4"X8" SOLID BRICK USED FOR FINAL ADJUSTMENT TO GRADE. 6" HIGH MAX. 6" OR 12" CONCRETE RISER SECTION CLASS 4000 CONCRETE 6" CONCRETE REDUCING TOP SLAB CLASS 4000 CONCRETE PRECAST BASE SECTION {MEASUREMENT AT THE TOP F THE BASE)- CATCHBASIN TYPE 1-L 2' DIAMETER DETENTION PIPE 6" PVC TEE 6" PVC PIPE PVC CAP SECURE WITH ADHESIVE 9" MIN DRILL 7/8 " DIAMETER ORIFICE IN CENTER OF CAP CONTROL STRUCTURE C8#1 N TYPE 1-L NOT TO SCALE P. 6„ 1-.�-- 2' PAv�M�N't IIIIIIIII / IT111ITr T: 2' MIN COVER MITI=I[I-III V-4" - 3' - COMPACTED NATIVE MATERIAL 2' DIA. DETENTION PIPE TRENCH FILLED WITH 3/4" TO 1-1/2" WASHED GRAVEL OR PEA GRAVEL DETENTION PIPE BEDDING DETAIL - NOT TO SCALE I-fEi67HfT CALLS c e 10 1-, '2_ - 103. IA. /.. .3 "CA 86.44 1 N 70Qq4✓• OUT t✓$EE 1 NSTA1,L j U I 3 LE-LI P G, TOPS 984-71to-- I JER/coIVTRacroR IS RESPONSIBLE Fib EROS1l�N (�r�ITP(Y AND DRAINAGE ALL R 00 'SURFACES TO BE C01�I"fi�.(' `'� DAYS ASPRAL-T BERM -- �-(�" v�tpE % . 6RATEDui t . -rov=lot. 2-mi1W., IE= .9q. -out EX t,2-'l ENTPW QI�U) c.,uRo D RA I RA�GG-, T95G �k "TH Si Ind• 9a a 0 ' q�®Fr L. ®'r 2.® i31. ®Ci) < :x 'SOQ 14 r4Ajig A►17T?gM TO irVM0V-V�) CITY 0 Fr WTOMOWD-5 P I PIS. PIPS 0,57, CONSTRUCTION SEQUENCE: 1. CALL ENGINEERING INSPECTION LINE (425-771-0220 ext 1326) TO SET UP A PRE -CONSTRUCTION MEETING WITH OWNER, CONTRACTOR, DESIGN ENGINEER AND CITY ENGINEER. 2. CONTRACTOR IS TO PROVIDE DUST CONTROL MEASURES AS REQUIRED INLCLUDING STREET SWEEPING. 3. ROUGH GRADE, INSTALL STORM SYSTEM PER PLANS. 4. DESIGN ENGINEER SHALL INSPECT KEY PROJECT ASPECTS DURING CONSTRUCTION. 5. FINAL GRADE, PAVE AND LANDSCAPE. EROSION CONTROL NOTES: 1. DURING CONSTRUCTION, STRAW OR OTHER MATERIAL TO COVER EXPOSED EARTH SHALL BE ON LOCATION AND READY TO USE. IF THE NEXT WEATHER DAY FORECAST IS RAIN, THE SITE SHALL BE COVERED AT THE END OF THE DAY. THE SITE SHALL BE COVERED IF THE NEXT DAY IS A NON -WORKING DAY. 2. SOIL STOCKPILES ARE TO BE COVERED WITH VISQUEEN WITHIN 24 HRS. 3. IMMEDIATELY FOLLOWING FINISH GRADING FINAL LANDSCAPING IS TO BE INSTALLED OR HYDROSEED OR MULCH TO AREAS OF EXPOSED EARTH. NOTE' MPIMT-PIN 2, MINIMUM cg 1 1-L C.6Mwi69ATEiD WP TY SEE- �� .�-I� THtS SH Et.:� COM T Ro1+ S r'P LA .-rU E - °rC�p = 10 3c0 +/- (FIE.LD AW UST) Ie(vV) qe'l 0 0 T I mo) = c FOOTING DRAINS NOT I ntb 1 Ni TO BE TIED INTO E (E) `� DETENTION sV_qt9te APPROVED AS NOTED BY ENGINEERING Date: INSPECTION NOTE: 1. CALL THE CITY ENGINEER INPSECTION LINE (425-771-0220 EXT. 1326), 24 HOURS IN ADVANCE FOR ALL ENGINEERING INSPECTIONS. UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 1-BOO-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT THEIR LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. EXPIRES: 11 05 05 Al� . Q Ww"LK LnIA ; ... ATER LN' PL tLNBRACKETTS LOHA Al MA ' 0PtwPn ^^'^�^'" CAROL ¢' '_� y� 1200TH SI ERRA aI Ns 201ST to ST SW Lim 202ND ml LANDING % gz / " ROL < J 4y GLEN PL ^ems 2ozb v a aiST�j j Ala " BEACH o Q tit ¢ ^� �c f y d ¢ GLEN ST 4x ) ¢Is24E DALEY a ST mac+ sLERRA ST �� a: 5 =!, , ST E ye PERRr rERHLNA( i op �S J >i d�ti \ mi ~' 2041H I 'J i S S4 31 1 _ 700 eao < aunt e4~ 6f sJ � 'CiR.> SPRAGUE - ST $ z al wm, YFIf HUAPIr G �.= -r ,y F PARK sam, s <.yy & PO SJ a . P ¢7 a L Ps EDT HILL PK':,:'..;'; '• � ST j FI ..R1 ELL x ST .. ELL HI 20- �"''�. OLmPrc ti EHf ` p 'n� �`"° ® ®C ®5 - - 8GD SN ST DR 12 M PL SIN H ,. ,9E (Q4 f s AIN E1 s ST PL 54 •l sr rI V v DAYTON L a Pis. vw r. to N CIl N E I s T....... x a al i c eeoo W PL q 400 MAPLE . Q� _ W `^ $ � I-, -;:Y "?a M _ 209TN Sw 0 23 � SAL 2 s 0 4 .-, LN UNION z �x eao N cn m e W i• .. ..:'r''ii>`. 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WY E 25 ST 19TH r SN 8 TH °' } CY$T s 21 m 1200 RD g22 7" L66600 N❑ - . w 2q1 220T SwPL ITE .6 W a m BIRCH 8 yy. € I= d rn ° i 221 s qL 221ST PL s4 -- fDOGWODD `�' P� _ € B RCN PL g s tF R rn s i� r 0 222223RD T "yb rn rn ST SN H gLW]I IMPERVIOUS AREA CALCULATION: EXISTING RESIDENCE 1505 SF EXISTING DRIVE 360 SF BUILDING ADDITION 1551 SF DRIVE ADDITION 632 SF TOTAL 4048 SF NOTE: TOPOGRAPHY AND POINT ELEVATIONS PROVIDED BY OTHERS. FILTER FABRIC MATERIAL 2" x 4" DOUGLAS 2" x 2" x 14 GA. WWF FIR OR EQUAL PROVIDE 314" - 1-112" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE FEW II U 8"1- 4r NO PLACE 12" OF 3/4" - 1-112" WASHED ROCK OR g PEA GRAVEL ON BOTIq SID€S OF THE FENCE TO j� CREATE A BEVEL SHAPE. FABRIC SHALL COVER BOTTOM OF 8" x 12" TRENCH AND EXTEND BEYOND THE LIMITS OF THE GRAVEL IN ORDER TO MAINTAIN AN EXCESS OVERLAP OF 2" MINIMUM AS SHOWN. SILT FENCING OPENINGS EQUAL TO 1 USDA SIEVE SIZE 70 II II II i it II II II II II II II II N u u u u i BURY BOTTOM OF MATERIAL 4'-0" TYP•_ I 1N 8" x 12" TRENCH 6'-06' MAX, SILT FENCE ".DETAIL NOT TO SCALE SIDE SEWER NOTE: CONTRACTOR IS TO ASCERTAIN LOCATION OF SIDE SEWER PRIOR TO COMMENCEMENT OF ANY WORK. CONTRACTOR IS TO CONTACT UTILITY LOCATE AT 1-800-424-5555. CONTRACTOR SHALL POTHOLE AND VISUALLY VERIFY LOCATION AND DEPTH OF SIDE SEWER. IF CONFLICT APPEARS TO EXIST WITH CONSTRUCTION ELEMENTS, THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD, DONNA L. BRESKE, P.E. AT 4250334-9980. APPROVED FOR CONSTRUCTION CITY ENGINEER PREPARED BY: DONNA L. BRESKE, P.E. 6621 FOSTER SLOUGH RD. SNOHOMISH, WA 98290 PHONE: (425) 334-9980 FAX: (42,5) 334-7380 DATE lf1C r� 2004 PRIMARY CONTACT: PERMIT COUNTER APPLICANT/OWNER ME1- scoTT PNONE : 42S- 7-21- 3 223 SITE ADDRESS: I165 3d Ave. S. EDMONDS, WA 98020 PLAN CHECK #: 04- 2 3 S DRAIN 4CL AND T9.q C INCLUDl 6, SITE PLAYN FOR ri SCALE: 1" = 10' DRAWN DATE: �j//%/Q� SHT NO. 1 OF 1 N't --1 UK. 158- ffimllq