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624 DALEY ST.PDFiiiiii iiiiiiii 10748 624 & 628 DALEY ST lWile No. w�or�5 From Lovell- Sauerland & Associates. Inc. SURVEYORS • DEVELOPMENT CONSULTANTS • PLANNERS 23106 100TH AVE. W. • EDMONDS WA. 98020 • PHONE 7751593 kMe: ct ;,v G — Date �S ge„ G -1-t Wel tncn o -i i d -J CITY OF EDMONDS TO: SUSPENSE DATE: us H � H W K Z D g MAYOR As We Discussed —- _— BUILDING OFFICIAL Investigate CITY CLERK and report Take Appropriate CITY ENGINEER ti Action — - . FINANCE DIRECTOR Prepare tetter/Memo for: My Signature Mayor's Signature FIRE CHIEF A SCE 4 PARKS & REC. DIR. vG �' PERSONNEL DIRECTOR e1 Previously Ref'd Status of Action? For Your Informati Return to: PLANNING DIRECTOR POLICE CHIEF 8. WORKS SUPT. C M,P TS: Z. T RECEIVED — v ps own e ns IVOOWnl" X64 Q -y S re : Gti c. pr"B¢'.IC WORKS FROM: /r' DATE: it pl g- ADDRESS TAX ACC( r N. BUILDING PERMIT (NEW STRUCTURE): lq-L(),'aZ (�g�10�-t3 COVENANTS (RECORDED) FOR: CRITICAL AREAS: DISCRETIONARY PERMIT #'S DRAINAGE PLAN DATED: ;-2. [ C) -,Os PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED DETERMINATION: ❑ Conditional Waiver ❑ Study Required ❑ Waiver PERMITS (OTHER):1qx4Ds19c@0 to &su),300,22w (-Re- R14 PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: I. 2O ' a SEWER LID FEE $: LID #: 1A SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: GEOTECH REPORT DA STREET USE / ENCROACHMENT PERMIT #: G - 94 - NevV cmntkl�N WATER METER TAP CARD DATED: LATEMP\DSTs\Forms\Street File Checklist.doc E"1 I ) H M w O A vJ A �z Eu 0 W O E W� 7 A A A E"1 I ) O 4A 15 N. i4cc w Ui A OO o y -0, �Jo • vf� All °- r4 �, w •P a) O 4 :.. O 4-J O u ca ci "d ' � Z b u b � • � V V L4 rw a v� a � r� 0 ; a, (� C7 w 4A 0 N. Ui A OO o y -0, �Jo • vf� r4 •P O 4 O 4-J O u ca ci "d ' � Z b u b � • � V V L4 rw a v� a � r� 0 ; a, (� C7 w 0 A't`• r R i.' Metudeatt K"NO AM&W.811DAT 'S r ♦ 9 •�xy f 1 y tS+•' +"^ r 1Atiil� i.0i?COV £ .. L�I NON�ESIOE yap- `AE,T�A/IMNd �� i:`•' y� it r ."� •, rc r '. >t�Y E 1 ,,.; r '. ir►E roN ti NT. � { y S. rw••• 7 vA ,� tl:?, tAWr � � uswl// ` AaEA .� A�NCc`r�-♦j NT qtr j''j� 1�11A�1-• � N�3� tv�2 1 SBA .. S't1��E.' xCoA� • � �,� Y TED wa+KTa6E Neu 4rj{TtpT9tAN., �, ITE` M�RsiV f.#7TG17ARA1E-' T" -l0 ♦ ; r , OLAN CNEt+t-'FEE ► � y„' r kFLu Nc � 6 iui, , t u! 4reF3lCOrk TO be QOnCbtt pti prop>lrtYAN Y C;dAorNCF c -. , n3 csfa4.oc tfi puCric dt{rnAlt+ic' . s.* ldW7, + s�'initcfuses, et wi(treCulte. cet+t+isswR...- - • _ � ' •��,; xp; attoro t8tl trs ;, , 't:' �► T `� _ � ;� Indi$ Pelt ?rCrMted „ "o, tan V1S4 rA 1$0 J ` `d oetrl:tottitlartaat'l1�ol}se;rt asstprfa•�,ntl; � o� fb�(Y., ,ittsto ntereat,spre$$.Yo q}emnttq Cefetid (f. Id" `f ., .t• s `tha Gty;;ot £denarul? 'Washit+ytprt: itsibYt{ejita.. , 1ls, an4-,@aentsnom any!andsttstarprs for aamaQea oC, + " /r yh iureransim4rteCtlY:t�it�Gredtry, tratifttse;lssuWtCb". F D" zarinit hla+fsntrroi tttt! pbTmd Shau not he deemed to', 4-- W�qe` os t4dduCe attrreQtrt�ettre+tt yt any dtk MdtnsndBg ,, � ' k rtT,OnV way t!+a Cfjq abrlrCy to enfttFeetatty p?dinaTl FATAL A#AOIiNg4k1E ",� ;i ractt:towlMcl9btMtwhevetNd�hisa cattoni ttn ��7EhutION, ,APPLICATION APPROVAL p�y{vea is eorrett, atfkixliiri i am. oM�ter, or the ttuty`. Y.epent Dt thrd oFtna,r t t�paraid� � artt}t, rT�rs-nER�+lr � Phis apbticatlon rs narA permit' � tl tep>iletr corfstruetron: aftClx{ri+ y�Q W0 AUir10R�Z[ f q• �p pt,ygytt saaiP[gyad, c+&q 3 a La OAK O Dijnuil bathe k"to. aid,inclal `ars , y taSt>litBolWaal+JbyEO+rrstatSn ! pan t V/ORK NO' I ' 17eputq aMtealare.petd,,'andr etpt,ta lata s s asnECKroN K .ti 3cknoWlodged in space pravMed xxlt MyanEn OJt AaEng .,; ,R r r. BATE { . 1 Cl1X aNT OFFICIAL sroriw7ulrE f Y +r1uC -13 a accbar� +� tAi otl3w; at r'sTRuctua +1 t3AI tN' km", elw "a t►pJt) J►p A4 ♦ td ORIGINAL r `Fi10W InsiSsotor a CATs OF-t�CCt3�iiC, 4i�$ 8E �� a i�NK Ownis t3�D 'assasq t r r < � Y 1 - 3 ! ,y 1 i p 8, � p•: � �p'. �' �'i d � � k tf�` $Y-'� r r I l {,-r' '`"' r ,� r .-`, tr car ♦ �+, ..� '� .�.:.... O RE Cf 11 JI 47 Oki& CHECK UST CAT v O 47 Oki& CHECK UST CAT v df r7 F ", IV 01 i A - M:E ®r !OT COVE AFAR rt its OCCUPA t 7 fEE .7� 4W 4r APiP"A' 0 AL ',This.# T4*tion 16 00t This p 0 &1,- tIlIr signed by MC Ud h -seev 7a t C7,0 ef W. As �ORIGtOt9A .4 STORM DRAINAGE CALCULATIONS ALVIN MC LENRGHAN ET AL LOTS 3 THROUGH 15, BLOCK 101 CITY OF EDMONDS LSA 82-9178; FEBRUARY 9,1983 SITE INFORMATION AREA WITH DRAINAGE 13 LOTS (AR) 0.985 AC AREA OF ALLEY DETENTION (AS) - 0.207 AC TOTAL AREA BEING DEVELOPED 1.192 AC CONTRIBUTING DRAINAGE TO DEVELOPED (RO) NIL AC SITE HAS FOUR EXISTING HOUSES WITH LAWNS, AND GRAVEL ALLEY ALONG BACK OF LOTS. ESTIMATED RUNOFF COEFFICIENT FOR EXISTING SITE IS: 0.4 DISTANCE TO DETENTION FACILITY FROM MOST DISTANT POINT OF DEVELOPMENT IS 400 FEET AT AN AVERAGE SLOPE OF EX. USING THE YRJRNAINEN AND WARREN METHOD FOR SIMPLE RETENTION / DETENTION BASIN DESIGN, THE FOLLOWING CALCULRTX ONS ARE TO DETERMINE THE REQUIRED VOLUME OF DETENTION FOR THIS DEVELOPMENT. DETENTION VOLUME IS BASED ON INCREASED FLOW GENERATED FROM SITE DEVELOPMENT. AREA IS 1.0 FPS. TC= ( DISTANCE/VELOCITY( FFM) )+ 10= 16 . 7 MINUTES FROM SNOHOMISH COUNTY CHART, I=1.43 INCHES/HR. FOR A 10 YEAR FREQUENCY STORM. Q EXISTING =( AR )( CR( EXIST) ) + (AB )( C8( EXIST) )I = 0.682 CFS Q ALLOWABLE = Q EXISTING - Q BYPASS = 0.682 CFS FUTURE RUNOFF COEFFICIENT ONSITE ......... O.985AC AT 0.625 = 0.616 PAVING-RLLEY.0.207AC AT 0.9 =0.186 TO TAL = 0.802 CD = O.802/I.192 = 0.673 GO = ( Q ALLOWABLE )/( RR )( CR )( FUTURE) _ (0. 6 73/( 1 . 192*0. 673) = 0.837 ASSUME ORIFICE OUTLET CONDITION T = -25 + SQRT( 2255/GO) = Z6.8 MIN. PAGE I OF 2 • • LOVELL-SAUERLAND d ASSOCIATES, 23106 -100TH AVENUE WEST r-EDMONDS, WASHINGTON 98020; TELEPHONE ( 206) 775-1591 LSA 82-917A; FEBRUARY 9, 1983 STORAGE REQUIRED VS = 36077/( T+c^5) - 40( oo )T = 967-CF/AC V TOTAL = (VS )( AR )( CR ) STORAGE PROVIDED 146 3,e- 24" Z -/A �2 4.4f4 _5.7- LF ,1.8' INCH OIA. AT -1,76-7F /7)) 79 f7 LF _3Fe INCH DIA. AT 4-6►69Fi .+ VF TYPE I -K C6 AT S . 795F/VF z GS#4-'�• Er VF TYPE II CS 48 IN DIA AT = 776 CF ✓, ¢cam FT = -44W CF r (0 7-74 T = j$s9 CF 5"5 ley-'*� �r CF G� 0,75 VF 7yl=E Lr C S 4B D/.4 . /Z.(p 5y �'f j�F ll �'L -37� (? Z C / B "�/x. 4 L. r- (3 /.77 / � � � 37, ce �, oB X59 ✓ - / /g3 SIZING OF ORIFICE 4/ FORu' = 0.652 CFS ol 21/83 H = —2-:-T6 FT Z.75 G = 32.2 FPSPS A = ( 0 ALLOWABLE )/( O. 62 (SG'RT( EGH)) = -If-5, cF 7- rqL 4rbP,4(oG� y2h'i3 SF F 4'Z7l B3 DIAMETER = SGRT((4A/PI)) = O - S -I FT 2 316 7"75 5 CHECK 0 FOR s--cn-yo4 INCH ORIFICE WITH-Z-lOFT OF HEAD �i - (F�'►�4�( f7�f�a`-=c'—�—r-�'—v-`•err E1 O•i--i f CHECK CAPACITY OF 12 INCH DIAMETER CMP INLET CONTROL S.O CFS FLOW FULL 1.555 CFS AT 0.5 CAPACITY OF S INCH DIAMETER RISER FOR H = O.SFT, 3. 908( DIA -2 )( SGRT H) = 1 . 2CFS Pad/��soF w sy �/F z � o �Q 92d4 fSTE fool FC�R�� �-0 PAGE 2 OF 2 7341-1 mac. Y �i r • �._...s,�.:.=�=+•i�:s�.§; ^ ^.�. -" s,-' . . , .. ..,w�u�:__.�za_:�:.;x,,...».1u..J6,i.xr�_.,:.w�.=<�:_.:�.......::...._....o.,.....,...,.............»........-......•...�.r_.....,,•..-..._._.�.�. �. ,._.�...,. -s t z PRODUCT DETAILS TABLE 1.;;; DETAILS OF STANDARD' CORRUGATED�"" STEEL PIPE SIZES AND DETAILS OF PIPE AND PIPE-ARCHESz F O^ Gages and Thicknesses Corrugation & Diam. End Area Available in Inches `---• �., 2213"x'12" n3 x 1rr S Ft. 18 16 14112 10 8 3 c.;. 4 " 43 & 2" x V2".052 .064 .079 .109 .138 .168 ti3"`4 12 in. .79 15 1.23 `y` " 18 1.77 lij ` a iJ,/J( w ?` 21 0 { a 2.4 24 3.14 * * * * s mw�h 27 3.98 30 4.91 * * * r ( 33 5.94 36 7.1 crti,J1 36 in. * * * * * * r 46 12.6 48 $� _ _�. _ •.,. nom' 54 16.0 r r tin.- h 54 The engineer and contractor have a wide choice of sizes, 60 19.6 shapes and thicknesses for corrugated steel pipe and pipe 60 arches. 66 23.8 Fig. 1. Nomenclature of corrugated pipe -arch. it CLa I��� s �., x •,,t --a-TABLE? 2, ° DESIGN::DETAILS' OF CORRUGATED ?�� x `STEEL -PIPE -ARCHES (2zb z;'/z m ►`�, ,:';�' 1 Diam o/ 66 I Wateru'a) Area, Pipeol Equal B LValerma_v Layout Dimensions 72 Il, 28.3 Rr, Periphery, Span. Rise, Area. Inches Inches 72 Inches Inches Inches Inches 15 18 78 1.1 33.2 31/2 10,',; 191/8 18 22 13 78 43/4 4 117/8 37, 21 25 84 2.2 38.5 4 12% 331/2 24 29. 18 84 51/2 . 41/2 14% 55 30 36 90 4.4 44.2 5 181/4 731/4 27 36 43 90 7 51/2 21; ;; 91 u 42 50 96 8.7 50.3 6 251/8 971/4 48 58 36 96 91/4, - 7 291/8 1151 54 65 40 102 56.7 8 32% 129T7 60 72 44 108 63.6 9 36;; ; 1421-A 66 79 49 114 70.9 10 393/4 1451/2 72 85 54 120 78.5 11 42% 1541/2 18 641/2 Diam o/ Spun, I Wateru'a) Area, Pipeol Equal B LValerma_v Layout Dimensions B Il, Rt Rr, Periphery, Span. Rise, Area. Inches Inches Inches Sq Ft Inches Inches Inches Inches 15 18 11 1.1 41/2 31/2 10,',; 191/8 18 22 13 1.6 43/4 4 117/8 37, 21 25 16 2.2 51/4 4 12% 331/2 24 29. 18 2.8 51/2 . 41/2 14% 55 30 36 22 4.4 61/4 5 181/4 731/4 27 36 43 6.4 7 51/2 21; ;; 91 u 42 50 31 8.7 8 6 251/8 971/4 48 58 36 11.4 91/4, - 7 291/8 1151 54 65 40 14.3 01/2 8 32% 129T7 60 72 44 17.6 13/4 9 36;; ; 1421-A 66 79 49 21.3 131/4 10 393/4 1451/2 72 85 54 25.3 41/2 11 42% 1541/2 c,,� _TABLE 3''DESIGN1DETAILS OF CORRUGATED STEEL: PIPE -ARCH ES*�'E(3 x 1'' . Diam of Pipe of Equal Periphery, Spun, Rise • Wateru'a) Area, Layout Dimensions B Hr Rr Rn Inches Inches Inches Sq Ft Inches Inches Inches Inches 36 43 27 6.4 93/4 73/4 22!/2 543/4 42 50 31 8.7 111/4 9 261/4 67 48 58 36 11.4 13 101/2 301/2 82 54 6.5 40 14.3 143/, 12 341/2 911/4 60 72 44 17.6 161/4 131/4 381/2 981/2 66 73 55 22 21 18 363/` 761/4 72 81 59 26 211/Z 18 403/4 92% 78 87 63 31 22 18 431/2 1001/2 84 95 67 35 221/2 18 47% 116 90 103 71 40 23 18 51% 1321/2 96 112 75 46 231/2 18 561/4 151% 102 117 79 52 24 18 58% 1601/2 108 128 83 58 241/2 18 641/2 185 114 137 87 64 25 18 69 201 120 142 91 71 251/2 18 711/4 210 -uata in tnese tables is subject to manufacturing tolerances. Pipe -arches can be supplied in any of the "gages adailable" (thicknesses) in Table 1 for diameters of pipe of equal periphery. Pipe -arches made of Pipe larger than 72" diameter may be of bolted construction. A pipe -arch of any span has roughly the same supporting strength as a pipe of equal span (or diameter). 5 ..- .....,.. :,. v.:: .i\ G.,V 6. 4 �.. .� .. CITY OF EDMONDS.#I I r FOR INSFECTLON CALL.. �' r ��� D t� PUBLIC .WORKS DEPART Permit s . :-2.8245''Ex t. Q .SIDE. ,SEWER PERMIT.. 7 7[ .3.7 Zq.-3 /fir 7 % * "PERMIT MUST BE POSTED ON' JOB-- SITE * 7 1. Address.'of .Construction e_)CL lea .r EDMONDS 2. Property Legal Description (include all easements)REATMEN r ( J l , NT 1 it fes' f i i/' f f' / ".'. '�i: ' 'f/ ilt 1 • ..i i 1K 3. Single Family Residence /LMulti-Family V"No. of Un is 1 Commercial- 4. ommercial- 4. Owner and/or Builder amYY / ?cam. bg(I ,�)Y.t'1r'?I'(,+_(" 5. Contractor & License No. 1= 6. Invasion into City Right -of -Way: No_X_ Yes (If Yes Right-of- way Construction Permit Required - Call Dial Dig (13'441L)V144h before oQ u excavation). 1-800-454-55555 1 � 1 7. Cross other private property: Yes No Easement required attach legal description and county easement number. 1: 1 READ THE. FOL.L.OWT.NG AND SIGN.: � fi a. Property owners must obtain a permit to install side sewers on 1. their property. A licensed side sewer contractor must be employed to 1. construct side.sewers in the public right-of-way. 1 y' b. The side sewer contractor assumes full reponsibility for each installation for one year. 1 c. Commercial establishment requires a minimum of a six inch (6") I.. side sewer line. 1 d. Side sewers may not be installed closer than thirty inches (30") 1 to any structure. 1' e: Side sewer lines must be laid at a minimum grade. of 2% (1.150) 1 ? and maximum grade of 100% (45°). f. No turn in side s8wer greater than 450 (1/8,bend) isoallowed between cleanout. All 90 turns must be constructed of a 4.5 (1/8 1 bend) and wye with removable cap. 1?� g. No down spouts, footing drains or floor drains can be connected 1 to side sewer system. h. Pea gravel is required for bedding when installing sewer lines$ through other than granular soil. 1 i. Cleanouts are required at 30"-60" from each plumbing exit line and at minimum intervals of 100' along sewer line run. 1 Mj j. Trenches within City right-of-way must be restored to original 1 conditions. Contractors shall be responsible for right-of-way failure 1.I due to poor compaction of fill. k.. Side sewer must be left uncovered until inspected and approved 1 by the City., 1 1; Inspction during normal working hours only. Two (2) working days notice required. , 1 DATE: I certi y t at'I have read 1 . and shall comply with the above ,r . PERMIT FEE : , �� `�""'—" UW CONNECTION FEE: 0 w * . PERMIT MU: DISAPPROVED BY: Date: , :f BDate APPROVED By :A�fiDate T BE POSTED ON JOB SITE *��. A 0 z O 4 P4 1 0 z z 0: 0 0 0 � d b � O e $ y cn ct m a 0 0 DO cr9 N C�-,, iia c a f • yL" t" d e� us ro� H O z 0 H z O 0 0 H H M W tijz H z O f y - W.operty of CITY Or EDMdNDS j N° 04585 DS • LZ NEW ❑ ADDITION ❑ RETIREMENT AIS7 INFORMATION SHEET ASSET NO. s �� ADDITION TO ASSET NO. DESCRIPTION SERIAL N0. LOCATION //- / DEPT. . �J **PURCHASE ORDER NO. _ PURCHASE ORDER DATE COST Eic NUMBER� PR L&ZION DATE COST B.A.R.S. ACCOUNT N0. ����do —� �c�-tea " dD• • ESTIMATED LIFE INITIATED BY DATE APPFKUVtU t3Y "SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST *SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT ACCOUNTING ONLY ODEPRECIATE MONTHLY DEPRECIATION AMOUNT ANNUAL DEPRECIATION AMOUNT _ • G.L. ENTRY REFERENCE INITIAL 161P1 DEPARTMENT FILE DATE VERIFIED BY PROCESSED BATCH NO. M " A ' City of Edmonds � Plannir� Nar�cmen�t APPLICATION FOR STREET USE PERMIT -- Page 2 Approval (and Agreement, if applicable) of Abutting Property Owners: Sionature Printed Name Address Date DO NOT WRITE BELOW THIS LINE (To be completed by Issuing�Agency) Cit Council Approval (Attach Minute Entry): Permit Fee: 10`er Annual Fee: due January 1, 19 Amenities Design Board Approval (if applicable) Attach Minute Entry: Building Official Approval (if applicable): A— 71a4 Signature Date Provision for Indemnity: Terms and Provision of Performiance Bond, if applicable: (Reference 6.40.050 of applicable Ordinance) PERMIT AUTHORIZATION BY Signature Date PERMIT NO. - g DATE Remarks: �,5h 11/7/74 rev. r r CITY OF EDMONDS , PLANNING DEPARTPIENT 505 BELL STP.EFT EDMONDS , WA -98020 771 -3Z0� viz APPLICATION FOR STREET USE PERMIT STREET FILE Name of Applicant: Hummel Homes, Incorporated Mailing Address: 6308 212th S.W. Lynnwood, WA. 98036 Telephone Number: (206) 771-8366 Date: July 17, 1984 - Description of Public Place or Portion there6f desired to be used- attached) sed•attached) Approximately 12' of curb footage at N.W. corner y4f 624 Daley Stree Type of Use desired to be made of Public Place: Place tempor �7uperintendent quarters for new construction If applicable, attach plans and specifications for any utility or structure to be erected and/or maintained on the Public Place: Mobi 1 shed 8'x6' TEMPORARY PERMIT: Unless otherwise designated herein, this permit is understood by applicant to be wholly of a temporary nature, that it vests no permanent right whatsoever., If the permitted use becomes dangerous or such structure shall become insecure or unsafe, or shall not be constructed, maintained or used in accordance with the provisions of this title, the same may be revoked and the structure and obstructions ordered removed by order of the City Engineer. If this application is for a specified period of time, the terms of said application is: _July 17. 1984 thru December 31, 1984 - INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from any injuries, damages or claims of any kind or descrip- tion whatsoever, foreseen or unforeseen, that may be made against the applicant or the City of --Edmonds, or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs, court costs, and attorney fees by reason of granting this permit. In addition, applicant understands that the City shall be provided a certificate of insurance to indemnify and hold the City of Edmonds harmless from all claims and/or property damage, naming the City of Edmonds as an also insured. APPLICATION OF CHAPTER 6.40 OF THE EDMONDS CITY CODE: Applicant warrants that he has read, or had the opportunity to read, Chapter 6.4 of t e Edmonds City Code, attached herewith, and understands.that all terms of that Ordinance are incorporated herein .as if set forth,; in full and this application and permit therefore are subject to the terms of that Chapter': of the Edmonds City Code. Hummel Homes, Incorporated By Applicant's Signatu e Bruce C. Hummel, President July 17, 1984 - ate 11/7/74 rev. -� z— Tm u D ' Q4 � 0 0 0 0 0 0 o p (lm, Rnnm)n [��g � �' o b i V=� ' u� GW e U ° @W %� V0o Qt um ' 0 WV M ° ! NAME AND ADDRESS OF AGENCY COMPANIES AFFORDING COVERAGES CENTURION INSURANCE SERVICES, INC. 10605 N.E. 68TH ST. COMPANY LETTER Q American Economy Insurance Company KIRKLAND, WA 98033 TEL- (206) 827-0383 COMPANY nQ D L ETTER NAME AND ADDRESS OF INSURED Hummel Homes , Inc . COMPANY LETTER 5431 - 179th. Pl. SW COMPANY Lynnwood, Wa. 98036 LETTER D I� COMPANY I} LETTER LS This is to certify that policies of insurance listed below have been issued to the insured named above and are in force at this time. 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. Limits of Liability in Thousands (0 00) COMPANY LETTER TYPE OF INSURANCE POLICY NUMBER POLICY EXPIRATION DATE EACH AGGREGATE OCCURRENCE GENERAL LIABILITY BODILY INJURY $ $ A COMPREHENSIVE FORM ([3J( x{11 PREMISES—OPERATIONS PROPERTY DAMAGE $ $ ❑ EXPLOSION AND COLLAPSE HAZARD ❑ UNDERGROUND HAZARD PRODUCTS/COMPLETED O O 02 0586882 C 2-18-85 - OPERATIONS HAZARD BODILY INJURY AND L1S(CONTRACTUAL INSURANCE PROPERTY DAMAGE $300, 600, BROAD FORM PROPERTY COMBINED DAMAGE UINDEPENDENT CONTRACTORS PERSONAL INJURY s300, PERSONAL INJURY AUTOMOBILE LIABILITY BODILY INJURY $ ❑ (EACH PERSON) COMPREHENSIVE FORM BODILY INJURY $ ❑ OWNED (EACH ACCIDENT) PROPERTY DAMAGE $ ❑ HIRED BODILY INJURY AND NON -OWNED PROPERTY DAMAGE $ COMBINED EXCESS LIABILITY ❑ UMBRELLA FORM BODILY INJURY AND PROPERTY DAMAGE $ $ ❑ OTHER THAN UMBRELLA COMBINED FORM WORKERS' COMPENSATION STATUTORY and EMPLOYERS' LIABILITY $ (EACH ACCIDENT) OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES It is understood and agreed that the City of Edmonds is named as an additional insured, and held harmless from all claims and/or property damage as.pertains to the named permit. Cancellation: Should any of the above described policies be cancelled before the expiration date thereof, the issuing com- pany will 4�;tZ's mail 30 days written notice to the below named certificate holder, but failure to mail such notice shall impose no obligation or liability of any kind upon the company. Notice to be sent by certified mail. NAME AND ADDRESS OF CERTIFICATE HOLDER: — — City of Edmonds DATE ISSUED: 8-8-84 505 Bell Street 505 Edmonds, Wa. 980202 AUT 0 IZED RIPRESENTATIVE ACORD 25 (1-79) ^';PARTMENT OF LABOR AND IN IES . �' P,#,rasion of Building and Construc n + Safety inspection Services CONTRACTOR'S REGISTRATION SECTION P. O. Box 9689 Olympia, Washington 98504 Fir:g stration No. :Must be given for renewal of registration) -0ONE YE : CONTRACTOR'S SURETY BOND "A True Certified Copy " 7 August 1984 William 'G. Stone-Attorney—LT—Fact BOND Na.4'L_46!--WA._ $6 Required by the Contractor's Registration Act Chapter 77. Laws of 1963. RCW 16.27 doing business as HUMMEL HOMES INCORORATE . ar Principal. and DEPENDABLE INSURANCE COMPANY ZINC . a corporation�organtzed and existing under the laws of the State of FLORIDA and authorized to transact surety business in the State of Washington, as Surety. by this bond bind ourselves and our heirs. executors. administrators, successors, and assigns, jointly and severally, to pay the State of Washington $6 .000 dollars lawful money of the United States -of America. The Principal has applied for a Certificate of Registration, from the Contractor's Registration Section of the Washington Sate Department of Labor and Industries, to carry on the business of a contractor in the State of Washington The Principal is required by chapter 18.27 of the Revised Code of Washington (RCW) to furnish a bond in the penal sum of $610(710 dollars with good and sufficient surety. The bond must be conditioned as required by RCW 18.27.040. If the Principal, in compliance with the provisions of chapter 18.27 RCW, pays all (1) wages and benefits to persons furnishing labor to the Principal, (2) amounts that are adjudged against the Principal because of negligent or improper work or breach of contractor that arise in its conduct of the contracting business, (3) persons who furnish labor and materials or rent or supply equipment to the Principal, and (4) taxes and contributions due to the State of Wasnington. the c•tiligation of the Principal and the Surety shall be null and void. If the Principal does not pay the above claims. the no^d snall remain in full force and effect. In no case shall the Surety be liable for any claim not included to RCVv 18.27 040 • Any person that has a claim against the Principal, arising from the failure of the Principal to pay any of the four Mems referred to in paragraph 3, may bring suit upon this bond in the superior court of the county in which the work was done, or of any county in which the court has jurisdiction over the Principal. The suit must be brought within the time and in the manner required by RCW 18.27.040. 'ne aggregate liability of the Surety under this bond for claims against this bond shall not exceed the penal sum of this r ond. No extension by continuation certificate. reinstatement, reissue, or renewal of this bond shall increase the habikly c` the Surety. If the claims against the bond that are pending at any one time exceed the remainder of the aggregate i ability minus the amounts previously paid by the Surety because of other claims against this bond, the claims shall! oe satisfied in accordance with the provisions of RCW 18.27.040. - — _02-18-84 ?his bond shall become effective ` ``- "-"- shall remain _ in force until (1) 02-18-85 or (2) the date the Princioal's Certificate of Registration expires, whichever is earlier, unless the Surety sooner cancels the bond. This bond may be continued for additional periods by continuation certificate at the discretion of the Surety. If the Surety cancels this bond, the Surety shall notify the Contractor's Registration Section at least thirty days before the Eliective date of the cancellation. THIS BOND SHALL BE VOID IF THE PRINCIPAL DOES NOT FILE THIS BOND WITH THE CONTRACTOR REGISTRATION SECTION WITHIN THIRTY DAYS OF THE DATE THE BOND WAS EFFECTIVE. IN WITNESS OF THIS CONTRACT, The Principal and Surety have affixed their hands E:na seals this 22 day of February. t9 84 ?• ncioal's Name Surety Name DEPENDABLE INSURANCE COMPANY,INC. • ry: By. WILLIAM G. STONE=ATTGRNEY—IN—FACT -'-z-7 Ctwactni; Surety Bontl tt-80 - ' %ummel Homes In$ General Contractor and Developer 6308 212th Street Southwest • Lynnwood, Washington 98036 771-8366 JOB: #84-2 Thiele Six Unit 624 Daley Street, Edmonds June 28, 1984 ST9FFT Fi`F I. Labor and Materials to pave alley along the southern property lines of Lots #9, #10 and #11. Total Cost II. Remove and repour, curb, sidewalk and driveway aprons along north property lines of Lots #9, #10 and #11 (Daley St.) Total Cost III. Landscape entire project with required plantings and ground cover. - Total Cost f I -$-9 3-7--5-0 $989.42 $1872.00 '414— TOTAL /4— TOTAL OF ABOVE IMPROVEMENTS -3798.92-- -�, CITY OF EDMONDS CrVC CENTER . EDMONDS. WAS#404TON I$= SINGLE FAMILY IIULTIPLE COMIERCIP.L • ENGINEERING S PUBLIC WORKS PROJECT REVIEW CHECK LIST PROJECT NAME CONTACT NAIIE b TELEPHONE NUMBER ADDRESS NCWMENTS ACCESS SLOPE AND VEHICLE ACCESS DRAINAGE PLAN I j STREET FILE LEGAL DESCRIPTION VERIFICATION I QUIT CLAIM/DEDICATIONS EASEMENT - PUBLIC/PRIVATE = CALCULATE SEWER CONNECTION IF NO LID / 0: W W STREET PAVING REQUIRED C Z p CURB AND GUTTER REQUIRED Z W SIDEWALK REQUIRED CURB CUT FOR DRIVEWAY.REQUIRED RIGHT-OF-WAY CONSTRUCTION PERMIT WOUIRED BOND REQUIRED FOR PUBLIC IMPROVEMENTS STREET NAME SIGN REQUIRED OTHER SIGNING REQUIRED -� (ADDITIONAL COMMENTS ON BACK) EXISTING WATER MAIN SIZE WPTER MAIN REQUIRED IY14 SERVICE LIVE REQUIRED W HYDRANT SIZE EXISTING r- SIZE t HYDRANT REQUIRED PER FIRE COBE CROSS CONNECTION INSPECTION � WATER, METER CHARGE REQUIRED // 'z ` �� �^� 14/1 9, �*r '"� fL= �� ��r� 420-, Do REVIEW BY �� �� DATE -:5j-1��y (ADDITIONAL COOKHTS ON BAC: Q W W EQ SPAITARY SEWER MWING NUI!BER FILE N"ER SIDE SEWER AVAILABILITY SANITARY SEWER CO`14ECTION FEE REQUIRED IST1Nr, REQUIRED f STREET FILE Feb. 15., 1964 To The Members of the City of Edmonds Architectural Design Board Buildings e Townhouses each,-.,-.. Re:. Proposed:. Two, of Thre' at 624 D.dley.,St.,Edmonds We are endeavoring to upgrade the architectural appearance of the previously approved plans for the buildings at 624 Daley'St. At this time we are submitting a revised front elevation and. and plot plan for your approval. iTery Frederick W. Thiele Miriam P. Thiele 18542 Springdale Ct. N.T. Seattle, eattle., J , 8177 - W'_-. :1` -Telephone 546r-2166 41, f " t CITY OF EDMONDS ENVIRON!iENTAL A rSLNI PROJECT M Six Tormhouses DATE SUB'•1 D Feb. 15, 1984 The information on this form will be used to determine the effect of your action upon the environment of the City of Edmonds. Please answer each question as thoroughly as possible. 1. LAND 2. Area_ 9,900 sq.ft. Soils Type sandy Limitations None Ce$cription of topography (q slope) flat NOTE: If grading or filling will Grading: Estimated cubic yards 390 exceed 500 cubic yards a grading and filling plan must be sub - Filling: Estimated cubic yards 0 mitted with the application. Estimated area to be paved (including buildings) 6,000 so. ft. Estimated area in open space (pervious surface) 30900__50, ft, V A 7 ER, StreaT - Estimated flow (cubic feet per second) N/A Will stream be altered?NZA If yes, to what degree? N/A Other water bodies? N/A Impact on storm drainage add 6,000sa.ft. Method of handling runoff by existing � t rm [aater olle�tiQn„�ad detzntion facility constructed in alley so. of a dliu ud3WA P'Ve IV 6 AdJa:ent to shorelines -zone? No Within 200 feet of XFH1:? N/A 3. VEGET�TI Type and approximate number of treessix conifers,six deseased fruit trees Minirnum diameter of trees to remain 6of trees to be removed 45 Ground cover weeds b to be removed all Proposed landscaping, if any per landscaping plan to be submitted. 4. EXISTING LAND USE WITHIN 300 FEET RADIUS OF PROPOSED DEVELOPMENT: Single Multi - Vacant Family Family Con-nercial Other North V. V V Church South Public Playfield East V West 5. CIRCULATION Estimated increase in auto trips daily, 12 Availability of public transportation 4 blocks to So. 6. AREA OF IMPACT Neighborhood V City-wide Regional 7. EFFECT 0:4 AIR QUALITY one B. CHANGES IN NOISE GENERATION None b FEFT 7178) CITY OF EDMONDS APPLICATION to the ARCHITECTURAL DESIGN BOARD DATE Feb. 1384 FILE # Q.V9-I L - � SITE PLAN BUILDING PLANS (3): ELEVATIONS LANDSCAPE PLAN ENVIRONMENTAL DATA RECEIPT # SIGN EXHIBITS FEE RECPT # PLAN MODIFICATIONS TO FILE NU11BER: HEARING DATEr 9/7 o[aNER/R � Frederick W. & I ur iria P. Thiele PHONE 546-2166 ADDRESS 16542 Springdale Ct. N.W., Seattle,VJA. ZIP CODE 98177 ARCHITECT /DES IGNER2e sign Consultants Charles Lee PHONE 745-6569 PROPERTY ADDRESS 624 Daley St. Edmonds, AjA. ZONING LEGAL DESCRIPTION Lots 9.10 and 11 in Block 101 City of Edmonds Volume 2 of Plats page .:�9 redords of Snohomish County PLANS SUBMITTED FOR APPROVAL: 1. Building Plans - Preliminary V Final Site Plan V Landscape Plan 2. Sign Elevations Site Plan Landscape Plan 3. Modification of previous approval EXISTING USE OF PROPERTY LO t and out buildi-jp DESCRIPTION OF PROPOSAL Rem and construct trio y vacant, ove non co buildings V 10 and 11 non co Elevations (front) e oomplying bungalow and outbuildinf:; each containing three (3)- toi;:inhouses. The proposed buildings are:gin architectural upgrading of previously submitted and approved plans for this project. APPROXIMATE DATE WORK WILL BEGIN ON PROJECT Spring 1984 ESTIMATED TIME FOR COMPLETION OF WORK Fall 1984 :elo;:! RELEASE/HOLD HARMLESS AGREEMENT: The undersigned applicant, his heirs and assigns, in consideration for the City processing the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages and/or claims for damages, including reasonable attorneys; fees, arising from any action or inaction of the City whenever such action or inaction is based in whole or in part upon false, misleading or incomplete li information furnished by the applicant, his agents or employees. PERMISSION TO ENTER SUBJECT PROPERTY: The undersigned applicant grants his, her or its per- mission for public officials and the staff of the City of Edmonds to enter the subject property for the purpose of inspection and posting attendant to this application. (Signature of Applicant) GERALD W. LOVELL, P.L.S. JURGEN P. SAUERLAND, P.L.S. ROBERTS. JONES, P.E. Lovell-Sauerland & Associates, Inc. Engineers • Surveyors • Development Consultants • Planners tad o �-O September 20, 1983 tom, LSA File No. 82-951 Mr. Jim Adams ! S Q City of Edmonds STp Engineering Department E.E���G i Edmonds, Wa. 98020 ��L� Re: Alley Storm Sewer Update Dear Jim: Bob Aklin has given me his solemn promise that the,;. alley storm sewer system shown on the Alvin McLenaghan engineer- ing plan will be installed next week, Sept. 26 - Sept. 31, 1983. Money to pay Bob has been placed in an account and is available for payment to Bob when job is completed. RSJ/pp 23106 - 100TH W. EDMONDS, WA 98020 PHONE 775-1591 L-1 GERALD W. LOVELL, P.L.S. JURGEN P. SAUERLAND, P.L.S. LOUIS F. CAVIEZEL, P.E. Lovell-Sauerland & Associates, Inc. Engineers • Surveyors • Development Consultants • Planners STORM DRAINAGE CALCULATIONS EC�1V E� ALVIN MC LENAGHAN ET RL 1ga3 LOTS 3 THROUGH 15, BLOCK 101 1NG CITY OF EDMONDS ENGINEER LSA 82-917A; FEBRUARY 9, 1983 . ITE INFORMATION AREA WITH DRAINAGE ► 3 LOTS (AR) G.985 Ai AREA OF ALLEY DETENTION ( FIB 0. Z07 AC TOTAL AREA BEXNG DEVELOPED 1.192 AC CONTRIBUTING DRAINAGE TO DEVELOPED (AO) NIL AC SITE HAS FOUR EXISTING HOUSES WITH LAWNS, AND GRAVEL ALLEY ALONG BACK OF LOTS. ESTIMATED RUNOFF COEFFICIENT FOR EXISTING SXTF_ IS: 0.4 DISTANCE TO DETENTION FACILITY FROM MOST DISTANT POINT OF DE'VELO,cMENT IS 400 FEET AT AN AVERA6E .LOPE OF e%. USING THE YRJANAXNEN AND GtRRREN METHOD FOA SIMPLE RETENTION DETENTION BASIN DESIGN, THE FOLLOWING CALCULATIONS ARE 7'0 DETERMINE THE REQUIRED VOLUME OF DETENTION FOR TNX5 DEVELOPMENT. DETENTION VOLUME IS BASED ON INCREASED FLO41 GENERATED FROM SITE DEVELOPMENT. AREA IS 1.0 FPS. TC=( DISTANCE/VELOCITY'( FFM))+Itc)= 15.7 MINUTES FROM SNOHOMISH COUNTY CHART, I=1.43 INCHES/HR. FOR A 10 YEAR FREQUENCY STORM. Q EXISTING =(AR )( CR( EXIST)) + (AF )( C8( EXIST) )I Q ALLOWABLE = Q EXISTING — Q BYPASS = FUTURE RUNOFF COEFFICIENT ONEXTE......... O.9g5AC AT 0.62_ = 0.616 PAVING—RLLEY.O.EG7AC AT 0.9 =0. 186 TOTAL _ 0.802 CD = 0 . SOEI I . 192 = 0.673 GO = (Q ALLOWRSLE )/( AR )( CR H FUTURE) _ (0. 6 73/(/ . 192*0. 673) = G.837 ASSUME ORIFICE OUTLET CONDITION T = —ES + SQRT( 2255/6!0) = 26.8 MIN. 23106 - 100TH W. EDMONDS, WASH. 98020 PHONE 775-1593 PAGE ► OF 2 0. 682 CFS O.63F CFS LOVELL-SAUERLFfND a ASSOCIATES, 23106-/9@ AVENUE VEST EDMONDS, VRSHINGTON 9&920; TELEPHONE ( 206) 775- 1591 LSA 82-917A; FEBRUARY 9, 8963 STORAGE REGUIRED VS = 36G7T/( T+ZS) - 4G( GO )T = 967-CF/AC V TOTAL = (VS )( AR )( CR) = 776 CF STORAGE PROVIDED 57 LF 18 INCH DIA. AT 1.767F/FT = 100 CF 120 LF 30 INCH DIR. AT 4.909F/FT = 589 CF 2.8 VF TYPE I -K CS AT S.795F/VF = 16 CF 5.6 VF TYPE II CS 48 IN DIR AT = 70 CF TOTAL = 775 CF SIZING OF ORIFICE FOR u = 0.68E CFS H = 3. 10 FT G = 32.2 FPSPS A = (G RLLOWRSLE )/( 0. 62 ( SORT( 2GH)) = 0.0779 SF DIAMETER = SQRT((4A/PI)) = 0.315 FT CHECK 0 FOR 3-3/4 INCH ORIFICE WITH 3.10FT OF HEAD A = (PI/4 )( DIR )-e = 1 1 . 0S2 = 0.0775F 6' = CD(A )SORT( EGH) = 0. 67cCFS- OK CHECK CAPACITY OF 12 INCH OIAMETER ChiP INLET CONTROL S.O CFS FLOW FULL I .5 CFS AT 0.5:x.; CtiPACXT)* OF 8 INCH DIAMETER RISER FOR H = O . SFT, & _ .9088 OIR -2 )( SORT H) = I . 2CFS FCISTER�� �0NAL PAGE 2 OF 2 OF AS OS FCISTER�� �0NAL PAGE 2 OF 2 NEW ISM "� ■ •WNW -�i�♦' �® , ■ , r ■► - , .ter,-,� �® �� � � � 1 . „ � • �• lig 1r :'rte ■ ■ STREET FILE Memo to Architectural Design Board Page- 2- December28,=-1,982. ADB -76=82 °-MR.`ANDARS. ROKKEJ(Planning/Engineering Staff -Review continued) c) A 14% maximum slope,per code,is allowed on ingress/egress drives. A plan/profile for the north drive is required prior to issuance of the building permit. d) Underground wiring required to new building. e) An approved development plan must be obtained prior to building permit issuance. This shall include drainage, road/radii improvements on Seamont, water line size and location, sanitary sewer line size and location and.the profile of the north access road. f) A performance bond shall be required for all public improvements and the drainage system prior to issuance of the building permit. ADB -77-82 G & M INVESTMENTS Review of site, elevations and landscaping for a 174 unit apartment.complex at 23301 Highway 99. (CG) The requirements are as follows: a) Parking - The general circulation plan appears acceptable. Three of the parking lots show as all compact,and this plus several substandard aisle widths will need to be discussed/modified prior to issuances of building permits. b) Water - See attached memo dated 12/23/82 from Water/Sewer Division. c) Sewer - There is presently sufficient capacity in the sanitary sewers to accommodate the 174 units from this property. d) An approved development plan is required prior to the issuance of the building permits. e) Performance bond(s) will be required per the City Code, based upon the approved development plan, prior to issuance of building permits. "ADB -78=82 =_AL -MCCENAGHAN Review of site, elevations and landscaping for two triplex buildings at 624 Daley Street, (RM -1.5) a) Alley - The City will require that the alley be paved from 6th Avenue South, east to the east property line to 15 feet in width. b) Note that per code only 50% of a property frontage may be on a curb cut. Therefore, the width of the cuts on Daley Street must be reduced. , A Memo to Architectural Design Board Paqe 3 - December 28. 1982 ADB 78=82_._AL--MGLENAGHAN(PIanninq/Engineering Staff Review continued) C) Approved development plan required for all utility systems and alley improvements prior to issuance of building permits. d) Bond required for alley work and storm drainage systems and curb/gutter/sidewalk work, prior to issuance of building permits. e) Underground wiring required to new building. ADB -82-82 DRS. KENNEDY AND HELDRIDGE DS/mt Attachment Review of site, elevations and landscaping for medical complex at 21821 76th Avenue West. (RM -2.4) Engineering requirements are as follows: a) Circulation plan and layout,as presented,appears acceptable. b) All existing curb cuts not to be used, be removed, and curb/sidewalk to be brought to standard. c) New sidewalk/curb and gutter on 219th per A.P.W.A. standards, to east property line. d) Approved development plan required for all utility systems and road improvements on 219th prior to issuance of building permits. e) Bond required on drainage system plus all improvements in public right-of-way prior to issuance of building permits. f) Underground wiring required. g) Owner required to sign 'Waiver of L.I.D. Protest' for future improvements in 219th Street S.W. LAMPHOLE V R OLYMPIC F NO Y GO. 8931 ,OR EQUAL +1 N 6"GITY STUB I UNDER. ASPHALT re W; e'LEVtLLINd'G( URS q, (.j!_''p1w .1.4 ' BASE COURT ter COIWFAOTED'� I"Vie, METAL S 1 04'�' EXPANDABLE PLUG' 1 -w 6'3 RISER WYE a 76 BE ND (411 --4bR6 SVE S9WEAl If d �cj " 1,;41 I7 0 it f.* I 1:k 77 "Nit s. ft ili WArE CAP' eP RISER ErGITY STU 4 6 Olp UNDER GROUND STAIWARIP SEWEW Tei Ilk L4%1 -,�,,.")DESCRIPTION OV1+a lsry A, REVISION • 6"MIN. EXPANSIOl JOINT ALTERNATE I 'TOP OF S112% 3 AN PAVING 40 Cii A.PW&. STAND A-1 EXISTING, LIP- FINISHED MONOLITHIC POUR TO I a ow. Ar 'REQUIRED FOR 24" NEW CURB /GUTTER MAW SECTION. W, A, ALM GENERAL NOTES: JOINTS lot WHERE DRIVEWAY EXCEEDS Il6uWIDTM A 2DUMMY JOI AV SMALL BE PLACED LONGITUDINALLY AL16NG q. CLEAN AND EDGE ALL JOINTS, TRAVERSE DRIVEWAI JOINTS, AS SHOWN OR DIRECTED BY ENGINEER. MATERIAL = SHALL MEET SPECIFICATIONS. CONCRETE SHALL BE CLASS 5(3) OR 5(l 1/2). FIROCEDURESs FORMS, PLACI NG,FUWSMNG SCURING,PER SPECIFICATIONS MEASUREMENTS s FOR CONC. DF4VIEWAY THAT ARE A PLACED BEHIND STREET CURBING, Mt DRIVE REVISION VESCRIPTI001 I 1 15' TOR M _ iii _ ,�:��_ _ �'F INNI, i - - LAVER 2' MIN COMPT. DEPTH CLASS,,B' A5 C. C01�1C. H; C2'C'ISi=IED"'S�T�tf�( , OP URSE ?"MIN. COMPT DEPTH, CRUSHED SURF"AC1NG BASE COURSE GRAVEL BASE, CLASS "B , MAY BE REGUIRED PENDING SOIL CONDITION TYPICAL FROADWAY SECTION k Ril r 49"h ,.asp t"ay 'F rpw W W xss N N N vi %ft MOO ^ace e4 aa� eirr C404C4 e ®f yr•. ! ` � il-...r..�.t �{ a `' �: i � .r�+ rK k.... Alv- 10 �uviicl�t�i•U6 � �T,�,�irl6 � � �ZS� � } 731 Gi ✓mA f 7 .,P-yD5 7Z t (03 Zr / '.x�-1- yD3. t 5 ?s a �,e �,esr- z / - yA So ,aim c4r ,��,� �� �� � cT/�ir/ A15� Z, Z o 6P.-- To7,-W- 5 �t4� GtvC/yd6.c%9�t/ 3 415 �4zb. J DF fEE LSCS �t��3V , ,Qic��,� o � . i1ol 836. /377. Ap OL�IC B� PAGE 1Q09034902 RATE DEPOSITS VISA • BUSINESS SERVICES • LOANS • TRUST • INVESTMENT SERVICES ''t 55 DD ,j U LOVELLSTREETLANOJECT ASSOC. INC. WESTGATE OFFICE i T 9727 EDMONDS. NAY j 23106 100TH AVE W EDMONDS, WA 9802 EDMONDS WA PHONE 206-775-8545.' i 98020 --------------------------------------------------------------------- ---•-- —= 1909034902 CHECKING ACCOUNT STATEMENT DATE 1/31/84 TO !'-2/29/84;1"-t --------------------------------------------------------------------------------- BEGINNING TOTAL TOTAL ENDING BALANCE DEPOSITS NBR WITHDRAWALS NBk BALANCE- 6237.24 ALANCE 6237.24 .00 0 1522.43 2 �„4e7�14r81-` ------------------------------------------------------------------------------ HECKS---------------------------------- ------------------ DAILY AMOUNT NUMBER DATE AMOUNT NUMBER DATE DATE BALANCE; 1185.80 02/02 336.63 02/28 01/31 5251.24 02/28 471.4.81' u U S. Nz 39 3B 37 36 31 _j —4 35 N 32 -� 3/ JO P9• Y9 27' 26 P5 P4 ' P3 P2 / 40 P 39 i 3B or 37 f 36 31 ' 34 jT) 33 � 32 0 30 z P9 PB J Ul-'_� 40 S. 2 39 I P 38 P 39 4 I 3 JB 7 7� % �JB 4 37 6 ZU5 36%2 `� 7 21 6 35 6 7 34 y 6 33 /0 -i 9 U) 7 / 0 7-4 32 J/ � /2 30 UI %3 It P9 /4 /3 P6 r / V1 /4 P7 - /6 5 5 P6 17 0� /6 25 /8 / ?t /9 J /6 2J PO 27-1 /9 21 G �! 3 9 2/ S. 36 a " 6 /P ,C U / 40 P 39 3 36 4 37 i 5 36 6 31 7 N 34 6 33 9 32 /0 D J/ JO /P M 19 /3 PB 1 /4 f7 /5 P6 /6 ?1 I /7 24 1 /6 P5 /9 22 /5 /6 /7 /6 C5) y/ 9 IG / 40 / 2 39 I P 38 C i)4 37 4 �t/S ' A / % �JB 6 35 6 7 34' ? 7 21 6 33 6 9 (n 37 y /0 -� 3/ /0 -i // 30 OD 34 1 � /2 %3 2g 6 /4 P7 /4 / P6 ) /5 /6 P5— — /6 17 P4 -7r1 7 /7 /8 6 f� 1JJ /9 PP - /9 PO P/ �n 38 �\ 37 P 37 �t/S ' A / % �JB — J 36 35 0 2 4 34 J1 5 53 Z 3P — - — -6 34 1 J4 35 6 JJ 6 P7 4 r 34 ' PJ P4 r • ` __ 6 J`i 6 f� 1JJ P/ { 40 G �! 3 9 I' 36 ±v fi t� 37 56 3 l 33 L JP JO � P9 ?6 r 07 f 26 r T� '^•' P5 =3Y4 �\ - P3 N 22 j N • O 4 - i J9 ' N 3 6 3 Z �1 35 ~ 1 (J JJ W 3P %Z 3/ T 1 • 1 JO qtpo e 041P 37 P 37 �t/S ' A / % �JB — J 36 P 2 4 J1 5 36 — - — -6 34 1 J4 35 6 JJ 6 33 4 34 7 " "'? _ __ 6 J`i 6 f� 1JJ WATERPROOFING SHEET INDEX BE 000 SITE PLAN BE 001 NORTH BUILDING ELEVATIONS BE 002 SOUTH BUILDING ELEVATIONS BE 003 PROPOSED ELEVATIONS BE 002 ' . PROJECT NOTES & MATERIAL SPECIFICATION BE 200 WALL DETAILS BE 300 PENETRATION DETAILS BE 301 PENETRATION DETAILS BE 400 ABOVE GRADE & DECK DETAILS BE 401 ABOVE GRADE & DECK DETAILS BE 500 .: WINDOW & DOOR DETAILS BE 501 WINDOW & DOOR DETAILS., BE 502 WINDOW & DOOR DETAILS BE 503. WINDOW & DOOR DETAILS BE 600 ROOF DETAILS BE 601 ROOF DETAILS ilk morlm I,, Oil Im oil, %01 1 L I L 1. L L BEE PROJECT #: 1501-1008 APPROVED BY: J.C.F. DRAWN BY: D. D. CHECKEDBY: V. L. ®COPYRIGHT BEE CONSULTING THESE DRAWINGS ARE FOR GENERAL ARRANGEMENT OF MATERIALS ONLY. SITE CONDMONS GOVERN. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. SITE PLAN SHEET: RE, UB �,. : Bt:u%jJUL 09 2015 BUILDING D�EPAR<'�REI. CI% OF EDI ONDS r-, ylll�; i , 11 ti M DALEY STREET EX. C -B, INV. 78.18 �J , 1 I �I X11 I I w I 1 3R 1 SEC. 24, TWP. 27 N., R. 4 E., W M - NOTE: FORM THICKENED EDGE 8 C.B*3 6 C:B.*t4 50 THAT DRAINAGE FLOWS IN -TO GRATE it rl r-♦ A i-, q ii 1 !_- *'I 0I(� -w-I (O M LLEY) WILSON HENRIKSON) CLENAGHAN) (AL EN) I 1 z I II I Epi ollIWI o P �-C.B. c. .#4 c.e, 5 N I () I I O*0 J 48" IA. TYPE a 48" DIA., TYPE IL 3-4-65,- 5'LT. II I �-c 6�a P W/ R 531'RICTOR {OF SET FRAME r: X I I I 5, C I+25 5 LT 5! GR TE TO NOR 1Ll) WII � THICKENED :EDGE � OFF ET FRAME � RATE TO N (NORTH SI ONLY) STUB O T 5'^- 8"CMP NORTH) -STUB OU 5 ! 8"`CMP STUE3 OUT 5' 8"CM STUB OUT 5'^- 8"'CMP / 146 - 95"x 24"CMPA U .. .. �_7 12'CMP!�fe _— r _ _ _—_— — �— 1- — _ 86 I_2" CMPA t2"C1vtP - � ^-18"CMP EX. 6" SAN A!�`y SEWER MAIN. `CMP END PAVING @ 3+60 m= CUT LK , C B .0 CONSTRUC II �- i I CONCQETE DRIVE\A/AY F>RON I Lo Q I 1 ce�� CE3 2 I I 6 .P t� i I--1 I- /I I I Y / i i- I- I I\ /, 1 1 - I 1 � <tA I 1 " � i �-- I � �I � ,.. � 1 J i... �,._. 30' 1 1 30,1 E X . C.B. INV. 80.23 LI©, OLYMPIC f&WORY NQ. 3435,4, OffifT )YNfRf MMIYG IS ©19&7- 4Y OWER L.40MR � XW7WC716K /J MAW 69 ONE EDW LL` DRAT IL- UN/T P ---� TOP Of ORATE ft . 80.30 W OXfRfLOWfL.78153_. 24' :: SMADAW GALV. L.AQQfR, d ,/y, o STfPJ (TYPICAL) NO. C/C/I- LG -06 n I CASCADE I� I S5"x 24"CMPA !" jge y- 12 CMP 18"CMP 16 GA . — tNY.fL75.78 22/3x '/2"' CORR. n o: Y /7' TYPE lf-CATC11b&1N- 48" DIA. !N /E 6A116i PLArf . IVfL,6 IO CMP CA= NOTf: AL1 JTffl P,IRTJ.4N© ORIFICE TO BE 4 + ' ' .. �.:.7 •..•:•...: .a•::...a:•. JURfACfJ' M1r4J'T Bf 6AIYAX- SHARP EDGED IZf4 AND COATf4 W1. 1AYA1T SHOP GRILLE© (TRfATMfNT�QROfTTfR. CAMIY 445IN /yo. 3 x o cox W W W n u N Z > W W F W m F >�n�n (Y Q d �• N a. t5 t9 Ell w O O W LY o p [L z x DALEY STREET EX. C -B, INV. 78.18 �J , 1 I �I X11 I I w I 1 3R 1 SEC. 24, TWP. 27 N., R. 4 E., W M - NOTE: FORM THICKENED EDGE 8 C.B*3 6 C:B.*t4 50 THAT DRAINAGE FLOWS IN -TO GRATE it rl r-♦ A i-, q ii 1 !_- *'I 0I(� -w-I (O M LLEY) WILSON HENRIKSON) CLENAGHAN) (AL EN) I 1 z I II I Epi ollIWI o P �-C.B. c. .#4 c.e, 5 N I () I I O*0 J 48" IA. TYPE a 48" DIA., TYPE IL 3-4-65,- 5'LT. II I �-c 6�a P W/ R 531'RICTOR {OF SET FRAME r: X I I I 5, C I+25 5 LT 5! GR TE TO NOR 1Ll) WII � THICKENED :EDGE � OFF ET FRAME � RATE TO N (NORTH SI ONLY) STUB O T 5'^- 8"CMP NORTH) -STUB OU 5 ! 8"`CMP STUE3 OUT 5' 8"CM STUB OUT 5'^- 8"'CMP / 146 - 95"x 24"CMPA U .. .. �_7 12'CMP!�fe _— r _ _ _—_— — �— 1- — _ 86 I_2" CMPA t2"C1vtP - � ^-18"CMP EX. 6" SAN A!�`y SEWER MAIN. `CMP END PAVING @ 3+60 m= CUT LK , C B .0 CONSTRUC II �- i I CONCQETE DRIVE\A/AY F>RON I Lo Q I 1 ce�� CE3 2 I I 6 .P t� i I--1 I- /I I I Y / i i- I- I I\ /, 1 1 - I 1 � <tA I 1 " � i �-- I � �I � ,.. � 1 J i... �,._. 30' 1 1 30,1 E X . C.B. INV. 80.23 LI©, OLYMPIC f&WORY NQ. 3435,4, OffifT )YNfRf MMIYG IS ©19&7- 4Y OWER L.40MR � XW7WC716K /J MAW 69 ONE EDW LL` DRAT IL- UN/T P ---� TOP Of ORATE ft . 80.30 R/W GENERAL_ NOTES 1. LOL-ATION OF EXISTING UTILITIES AND IMPROVEMENTS SHOWN IS APPROXIMATE ONLY AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LOCATION(S) AND DEPTH OF ALL UTILITIES AND IMPROVEMENTS TO AVOID.DAMAGE OR DISTURBANCE. NOTE: TOP ELEVATIONS OF ALL +STOiaM 2. THE CONTRACTOR, SHALL NOTIFY TME CITY ENGINEER PRIOR TO PER- SEWER CONNECTED TO ;i"H15 FORMING CONSTRUCTION WORT: WITHIN THE SITE AND CITY RIGHT OF WAY.SYS T_EM-S--1A.LC-SE- NCS--: �_O% LER THAN ELEV. 79.00 3. ALL WORK WITHIN THE SITE AND CITY RIGHT OF WAY SHALL BE SUBJECT TO THE INSPECTION DF T' -IE CONSULTING ENGINEER AND THE CITY ENGINEER. CALL FDR PRE -BACKFILL INSPECTIONS. 4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FOR STORM DRAIN CO`dSTRUCTION, 5, ALL WORK SHALL BE PERFORMED TO CITY OF EDMONDS STANDARDS, 6. ALL STORM SEWER PIPE SHALL BE CONCRETE, NON -REINFORCED, z ASTM C-14 OR CORRUGATED METAL 16 GA, GALVANIZED AND ASPHALT` COATED TREATMENT 1 OR BETTER, OR CORRUGATED ALUMINUM PIPE, 16 GA. LL 0a O z I��STR IL T�I� �tTAIL NTJ V2 w EX. ALLEY GRADE �► STUB OUT 5 =-- 8"CMP W I I e 0.50% AND :CAP END STUB. OUT 5'- 6"CMP Q MATCH EX, GRADE I e 0.50% AND CAP END 80 °o � , 4 UJ I ,I 0 STUB OUT 5,- 8"CMP 2" AIR ',/EMT -,,I 'I 00 0.50% AND CAP END ?S _ 2'- 18"CMP � 86=--I2"CMP@ 0.50/ 146- 35"X24 II ..• �•-- I (6 GA., @ 0-5G @ -- \ j i I(1,4 GA. I P- ALUM ) 76 185,.12"CMPC?0.50 o I STUB OUT 5 8"'CIV1R L_I TOP 8S: 20 18" CMP @ 0.50° @ 0.50% AMC) CAP END / —'(WELD WELD CONNECTION) . INV 79.00 •--8" W E —_ INV. '7'7 53 �-- 12 " i y - EX 6"s APPROVED FOR ---� CONSTRUCTION :MATE 48" DIA., TYPE ,Ii C. E3. #1 _ _ --_ TOP 82 . I O ; t^ # -- SOI - I D TOP �--- I N V. 78.40 8" TOP MATCH GRADE INV. 77.;10 -12" , k /� T ZG7;i�'G-a INV;75.07 INV 76.53 ^..16 �- 4 -- : a C.g-# 2 E Q� TOP 80.30 r,:• ..,I;i r 3 N fit) I NV 75.75p'B _2 3 DATUM CITY OF ED1v10NC7S �M..L.t✓..W.> r C. E3.:# 3 BENCH MARK: "R" ON FIf2E 48"DIA., TYPE ` a LOC @ EAST .SIDE OF' 6T" AVE:. W. W/RESTRICT4R SPRAGUE ELEV. 80.68 , INV. 77.00^-8" INV 75.78-12"615" 15' 0 2 1' 0 �":/�= � _ — =//ice /ri= ii/=i/�= /i��'iri=i/rte-•/r j � 2" IN COMPT. DEPTH , CLASS "B', ASP4-4ALT IC CONC. : 2`1M IN. CONAPT.• G)Ef:=-]] fq, CRUSH+ D4 150 pAC l �+ `I ` - 2"MIN. COMPT DEPTH, CRUSHED SURFACING,, BASE COURSE" -GRAVEL BASE, CLASS "E3 , MAY BE REQUIRED, PENDING SOIL CONDITION TYPICAL.. ROADWAY SECTION p�Y 2 5199' STORM DRAINAGE PLAN PROFILE FOR A 'L\/IN .�M LENAG E T AL EDMONDS WASHINGTON 5 ADDS V THICKENED EDGE 5- 25-8 'j;;Zc 2 ADDED t>AV NIT TO ALLEY 5-19-83 RCN 1 WENT" TO CMPA I4-2Ci-83 F=CN L Lovell-Sauerland & Associates, Inc. S SURVEYORS + DEVELOPMENT CONSULTANTS • PLANNERS 23106 100TH AVE. W. • EDMONDS WA. 98020 • PHONE 775-1593 DRAWN CHECKED DATE F.B. SCALE FILE NO. I RCN LFC 2-10-63 17 V"=20 HO 5 = 2"VERT. 82-951 OXfRfLOWfL.78153_. 24' :: SMADAW GALV. L.AQQfR, LIFT GATE_______CL ,/y, o STfPJ (TYPICAL) NO. C/C/I- LG -06 CASCADE CULVERT, INC S5"x 24"CMPA !" jge y- 12 CMP 18"CMP 16 GA . — tNY.fL75.78 22/3x '/2"' CORR. o: X CLEARANCEWTHOLe /7' TYPE lf-CATC11b&1N- 48" DIA. !N /E 6A116i PLArf . IVfL,6 IO CMP CA= NOTf: AL1 JTffl P,IRTJ.4N© ORIFICE TO BE 4 + ' ' .. �.:.7 •..•:•...: .a•::...a:•. JURfACfJ' M1r4J'T Bf 6AIYAX- SHARP EDGED IZf4 AND COATf4 W1. 1AYA1T SHOP GRILLE© (TRfATMfNT�QROfTTfR. CAMIY 445IN /yo. 3 R/W GENERAL_ NOTES 1. LOL-ATION OF EXISTING UTILITIES AND IMPROVEMENTS SHOWN IS APPROXIMATE ONLY AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LOCATION(S) AND DEPTH OF ALL UTILITIES AND IMPROVEMENTS TO AVOID.DAMAGE OR DISTURBANCE. NOTE: TOP ELEVATIONS OF ALL +STOiaM 2. THE CONTRACTOR, SHALL NOTIFY TME CITY ENGINEER PRIOR TO PER- SEWER CONNECTED TO ;i"H15 FORMING CONSTRUCTION WORT: WITHIN THE SITE AND CITY RIGHT OF WAY.SYS T_EM-S--1A.LC-SE- NCS--: �_O% LER THAN ELEV. 79.00 3. ALL WORK WITHIN THE SITE AND CITY RIGHT OF WAY SHALL BE SUBJECT TO THE INSPECTION DF T' -IE CONSULTING ENGINEER AND THE CITY ENGINEER. CALL FDR PRE -BACKFILL INSPECTIONS. 4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FOR STORM DRAIN CO`dSTRUCTION, 5, ALL WORK SHALL BE PERFORMED TO CITY OF EDMONDS STANDARDS, 6. ALL STORM SEWER PIPE SHALL BE CONCRETE, NON -REINFORCED, z ASTM C-14 OR CORRUGATED METAL 16 GA, GALVANIZED AND ASPHALT` COATED TREATMENT 1 OR BETTER, OR CORRUGATED ALUMINUM PIPE, 16 GA. LL 0a O z I��STR IL T�I� �tTAIL NTJ V2 w EX. ALLEY GRADE �► STUB OUT 5 =-- 8"CMP W I I e 0.50% AND :CAP END STUB. OUT 5'- 6"CMP Q MATCH EX, GRADE I e 0.50% AND CAP END 80 °o � , 4 UJ I ,I 0 STUB OUT 5,- 8"CMP 2" AIR ',/EMT -,,I 'I 00 0.50% AND CAP END ?S _ 2'- 18"CMP � 86=--I2"CMP@ 0.50/ 146- 35"X24 II ..• �•-- I (6 GA., @ 0-5G @ -- \ j i I(1,4 GA. I P- ALUM ) 76 185,.12"CMPC?0.50 o I STUB OUT 5 8"'CIV1R L_I TOP 8S: 20 18" CMP @ 0.50° @ 0.50% AMC) CAP END / —'(WELD WELD CONNECTION) . INV 79.00 •--8" W E —_ INV. '7'7 53 �-- 12 " i y - EX 6"s APPROVED FOR ---� CONSTRUCTION :MATE 48" DIA., TYPE ,Ii C. E3. #1 _ _ --_ TOP 82 . I O ; t^ # -- SOI - I D TOP �--- I N V. 78.40 8" TOP MATCH GRADE INV. 77.;10 -12" , k /� T ZG7;i�'G-a INV;75.07 INV 76.53 ^..16 �- 4 -- : a C.g-# 2 E Q� TOP 80.30 r,:• ..,I;i r 3 N fit) I NV 75.75p'B _2 3 DATUM CITY OF ED1v10NC7S �M..L.t✓..W.> r C. E3.:# 3 BENCH MARK: "R" ON FIf2E 48"DIA., TYPE ` a LOC @ EAST .SIDE OF' 6T" AVE:. W. W/RESTRICT4R SPRAGUE ELEV. 80.68 , INV. 77.00^-8" INV 75.78-12"615" 15' 0 2 1' 0 �":/�= � _ — =//ice /ri= ii/=i/�= /i��'iri=i/rte-•/r j � 2" IN COMPT. DEPTH , CLASS "B', ASP4-4ALT IC CONC. : 2`1M IN. CONAPT.• G)Ef:=-]] fq, CRUSH+ D4 150 pAC l �+ `I ` - 2"MIN. COMPT DEPTH, CRUSHED SURFACING,, BASE COURSE" -GRAVEL BASE, CLASS "E3 , MAY BE REQUIRED, PENDING SOIL CONDITION TYPICAL.. ROADWAY SECTION p�Y 2 5199' STORM DRAINAGE PLAN PROFILE FOR A 'L\/IN .�M LENAG E T AL EDMONDS WASHINGTON 5 ADDS V THICKENED EDGE 5- 25-8 'j;;Zc 2 ADDED t>AV NIT TO ALLEY 5-19-83 RCN 1 WENT" TO CMPA I4-2Ci-83 F=CN L Lovell-Sauerland & Associates, Inc. S SURVEYORS + DEVELOPMENT CONSULTANTS • PLANNERS 23106 100TH AVE. W. • EDMONDS WA. 98020 • PHONE 775-1593 DRAWN CHECKED DATE F.B. SCALE FILE NO. I RCN LFC 2-10-63 17 V"=20 HO 5 = 2"VERT. 82-951 a - a I 0 Y x T, C] d W M X O W W Z W > w N Z r W F W p U ma < I maw r. rn Q. ram w W i 'u w CLQ O O CL Z z c r_ /-% mil TkA /0 7`7 k p;p el 1= 1A/ KA DALEY 5TREET EX . C- B . (NV. 7S.I8 �J r I I I WII ell� I WII Lu I i 1 4- 1 WI n' I zI WII I Ej cis.#5 C.B, 6 oII � I W� I W I O P �� C.E-3, 4 C. B. 3 4a" DIA.,TYPE a k0 J T` P IA 48 lA.)TYPE ?t > ( / NII Z( ( I c O P 0+95 5 `LT W/ R S TR ICTOR XII I I I I I 1+ 55 5' LT. 5. 5 SII I STUB OU 5 ^- 8"EMP STUB OUT S �- 8'"CM STUB O T 5`^- 8"CMP _ II I rSTUE3 OU 5 ^�8"CMP o 57'�- IS'"CMP 66'— 12"CMP � ; _------_-_= ______-=_-___----------� J 163'^- 12"CMP EX. 8" SANITARY SEWER NAAIN ~'8 _12"'CMP z mll � Cfl S I I �- C e p C e. 1 II I I I I I I I I I I I t I r 30' 30 I ( J E X. C. E3 . L l0, oL ra�Pic FOUNDRY Na. ,3�c3sA, GENERAL N C� T E S INV 80.23 oFfsfT /YHIFAt OPENlttcv /,S D/RECF i , ' ^ :� TON OF EXISTING' U T I1- I T I E S AND IMPROVEMENTS SHOWN IS GYOYER LADDER �Rt`,<STfla-m APPROXIMATE ONLY ANQ IT SHALL BE THE RESPONSIBILITY OF THE /j YIS/BLfGoNNeecwGY�'GRAM CONTRACTOR. TO DETERMINE THE EXACT LOCATION(S) AND DEPTH OF 11#17,0 TOP OfMA7f EL. 80.80 ALL UTILITIES AND IMPROVEMENTS TO AVOID DAMAGE OR DISTURBANCE. ° 64M/rY 2, THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER PRIOR TO PER- - µ.OYtRfLOii�El.79©3 FORMING CONSTRUCTION WORK WITHIP� THE SITE AND CITYRIGHT OF WAY . 24' ST ANAD 6ALY. LADOfR, MIN. = STfPJ (TYPICAL) 3. ALL WORK WITHIN THE SITE AND CITY RIGHT OF WAY SHALL BE = L!!^T GATE SUBJECT TO THE INSPL-_TICN OF THE CONSULTING ENGINEER AND NO- C/C/I - LG THE CITY ENGINEER, 'CALL FOR PRE -BACKFILL INSPECTIONS, CASCADE CULVERT INC. 4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL `'�`'— PERMITS FOR STORM DRAIN CONSTRUCTION. f�dty" ,� INY.fL 75.9 °' 5, A.LL WORK SHALL. ; BE HrRFOWED TO CITY OF EDMONDS STANDARDS: 3 GLEARA#tE 6, ALL STORM`SEWER PIPE SHA.LL'BE,CONCRETE, ,NON -REINFORCED., ASTM C-14: OR CORRUGATED METAL; 16 GA, GAILVANIZED AND ASPHALT' TYPE9 04X116&IN� 48" DIA COATED TREATMENT 1 OR BETTER, OP, CORRUGATED ALUMINUM PIPE, Wf!HOLE -33/a D1�4. a g Q j 6 G, N /Z 0AU6f AATt lVeLO TO CMP CRASS '- #OTf� Atz JTZ`1`l PARTJ AND ORIF -ICE TO E3E :':�°::o'`.':'•�?:'.c•'.':::.a` JURfAtfd Ml/JTBf 6.t1YRA'- SHARP EDGED IZfO AN© COATfp W'/AIPXAIT SHOP DRILLED (TRfATMfdT of Denw. CATlH BBS/1Y /YD. 3 RfSTR ICTOA D A/L '�� W EX- ALLEY GRADE _ ._.._ --~ � 1 STCJC-3 OUT 5�- 8"CMP . > z �r ._:.- .--. C 0.500 AND CAP END W W STUBoOUT. 5, 8"CMP J Q I @ 0.50 AMID CAP END �:��- 0 `�' C B # 6 - / •' 8 STU° P TO P 83.20 i STUB OUT, 5 ^- 8"CMP ,� �' @0,50/o AMC) CAP END I INV 80.20 // 0% 120` , 30"CMP 0 0.5�- ..► ig„CMP@0.50-/ i n FEB 14 190 STORM DRAINAGE PLAN i: P20E-I1._E FOR ALVHN' .McLENAGHANET AL EDMONDS, WASHINGTON W 4 p m W yaj >Mt >d W C3 2 � nn o x •c W W I w 0 U °ate a►a.ca Z o d m m W CL x DALEY EX C-6, INV. 73.16 STREET z 1 SEC. 24, TWP. 27 N., R, 4 E., W -M NOTE: FORM THICKENED EDGE @ C.B#3 e C.B. 04 So THAT DFZAINAGE 1= LOWS INTO GRATE Lu i I F- Y I �_0 1. LOCATION OF EXISTING UTILITIES AND IMPROVEMENTS SHOWN IS cLENAGHAN 1 �- C. . # 4 48" DIA., TYPE Ir APPROXIMATE ONLY AND iT SHALL BE THE RESPONSIBILITY OF THE 2+7 ^- 5 LT. (OF SET FRAME E GR TE TO NO Iz. 1-I) •:'•�.� �) IDI NOTE: TOP ELEVATIONS OPALL STORM-- :. (O' M LLE-/) 0YfRHOWEL.78153 FORMING CONSTRUCTION WORK WITHIN THE SITE AND CITY RIGHT WILSON HENRIKSON) • I - OF WAY. SYSTEM SHALL BE NO '_,OWER 2" -MIN. COMPT. ©EPTH -CRUSHED SURF -ACING TUI? COURSE ' LIFT GATE • 2 �, JNJM. .; STA/Y4A� GALK LA©DER J7-EPJ (TYPICAL) THAN ELr=V. -79.00 2" MIN. COMPT, DEPTH, CRUSHED SURFACING, BASE COURSE NO. C/C/S-LG 08 � X� 3, ALL WORK WITHIN THE SITE AND CITY RIGHT OF WAY SHALL BE GRAVEL BASE, CLASS "B , MAY BE REG?U12ED, C.B. ,, ` Cl SUBJECT TO THE INSPECTION OF THE CONSULTING ENGINEER AND 11 - /-T 11 1 L-T�I--- /SAI I n mf MA! I/rTI 1 T\If`M-- IT - III w W I I 1 Ok00 J 48" C IA. TYPE a W/ R r+25 5-r;zICTOR 5'LT THICKENED EDGE (OFF ET FRAME qpRATE TO NOR TH 5, I (NORTH SI ONLY STUE3 0U_' S ^-8"CMP, .,STUB OU 5 ^'8"CMP 146— 55"x 24"ClVIPA t6�✓ 1.2 CAitP 2 Int CMS=' AN;I. ARY . SEWER A N. ,� II CUT EX. SIDEWALK E CURB CONSTRUC Vi CONCRETE DRIVEWAY PRON 11 01 I I I II i� 1 IO'± 30,11 50,1 1 1 II 1 I I t \ EX CB. r � ^ L/D OLYMP/C fl?UNORY Am ,twxA r— I1— I l I 1_- 1 1' I\� 1 I x C. B, 5 34-65 5' LT. (AL4 EN x STUB OUT S' 8"CM STUB OJT 5 8'ICMP `Jrr_ GENERAL NOTES P END PAVING G 5+60 I 1 L� r x 3)l� 1��adS 15' INV .80.28 OffWT 1YKf a IWMIM hSD/RfCF I �_0 1. LOCATION OF EXISTING UTILITIES AND IMPROVEMENTS SHOWN IS cLENAGHAN 1 �- C. . # 4 48" DIA., TYPE Ir APPROXIMATE ONLY AND iT SHALL BE THE RESPONSIBILITY OF THE 2+7 ^- 5 LT. (OF SET FRAME E GR TE TO NO Iz. 1-I) x C. B, 5 34-65 5' LT. (AL4 EN x STUB OUT S' 8"CM STUB OJT 5 8'ICMP `Jrr_ GENERAL NOTES P END PAVING G 5+60 I 1 L� r x 3)l� 1��adS 15' INV .80.28 OffWT 1YKf a IWMIM hSD/RfCF 1. LOCATION OF EXISTING UTILITIES AND IMPROVEMENTS SHOWN IS 1 �- LYOYER LA©DER �&-i,flCTGK /'S i�/S/®LfONEEGtbtAFGRATE APPROXIMATE ONLY AND iT SHALL BE THE RESPONSIBILITY OF THE UN/TP >OPOfG�RATffL.80.30 CONTRACTOR TO DETERMINE TFE EXACT LOCATION(S) AND DEPTH OF ALL UTILITIES AND IMPROVEKENTS TO AVOID DAMAGE OR DISTURBANCE,- •:'•�.� 2, THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER PRIOR TO PER- NOTE: TOP ELEVATIONS OPALL STORM-- :. 0YfRHOWEL.78153 FORMING CONSTRUCTION WORK WITHIN THE SITE AND CITY RIGHT SEWER, CONNECTED TO THIS 2" MIN. COMPT. DEPTH, CLASS "B', ASPHALTIC CONC. • I - OF WAY. SYSTEM SHALL BE NO '_,OWER 2" -MIN. COMPT. ©EPTH -CRUSHED SURF -ACING TUI? COURSE ' LIFT GATE • 2 �, JNJM. .; STA/Y4A� GALK LA©DER J7-EPJ (TYPICAL) THAN ELr=V. -79.00 2" MIN. COMPT, DEPTH, CRUSHED SURFACING, BASE COURSE NO. C/C/S-LG 08 � 3, ALL WORK WITHIN THE SITE AND CITY RIGHT OF WAY SHALL BE GRAVEL BASE, CLASS "B , MAY BE REG?U12ED, CASCADE ,, ` Cl SUBJECT TO THE INSPECTION OF THE CONSULTING ENGINEER AND 11 - /-T 11 1 L-T�I--- /SAI I n mf MA! I/rTI 1 T\If`M-- IT - III PENDING SOIL CONDITION