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152 3RD AVE S.PDF111111111111 4916 152 3RD AVE S S * TAX ACCOUNT/PARCEL NUMBER: A)`Ll�� �>O BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) FOR k&(A? uLAW,&&ZL 14 9l�) 9/ V-&'7 3027 CRITICAL AREAS: 7J k -/1 DETERMINATION: y 9 8 ❑Conditional Waiver Stud Required Waiver � 2 DISCRETIONARY PERMIT #'S: log — UQQ � _ / D n ✓�'�� DRAINAGE PLAN DA' PARKING AGREEMENTS DA EASEMENT(S) RECORDED FOR: PERMITS PLANNING DATA CHECKLIST DA SCALED PLOT PLAN DATED: 01 SEWER LID FEE SHORT PLAT FILE: SIDE SEWER AS BUILT DA SIDE SEWER PERMIT(S) GEOTECH REPORT DA' '/9 STREET USE / ENCROACHMENT PERMIT #: &Z- WATER METER TAP CARD DAT - 41lglgi LOT: LID #: BLOCK: • it L:\TEMP\DSTs\Fornu\Street File Checklist.doc CITY OF EDMONDS use PERMIT Z°"E 9'IO7 NUMBER CONSTRUCTION PERMIT APPLICATION „ JOB /�//� \^SUITE/APTN ADDRESS .-- / J L \ OWNER (NC7��NSFBsTR��rl��9 L/L �iV) V - Y1 LEGAL DESCRIPTION CHECK SUBDIVISION NO. LID NO. (�� A QQ/� Z 5 �Vi rb-YT-�I �i', v 3 0 A�AILIyj^i ADDRESS �•�• }^►yr^n �V•�� �IP'X IQU�� Q CIT ZIP t-y�/Y �,N, 1 hi• TELEPHONE NUMBER �/ I I3 PUBLIC PIG T OF WAY PER OFFICIAL STREET MAP. D ExIS71NG DEDICATION TESCP Approved RW Permit Required Street Uae Permit Rep d ❑ y1T t Vv Y�7 `I � (/ /�RE°UIRED InepeclioP Required X "�ErI ` L2M �IT Er6 I PROPOSED `gyp Required Z ' �RGTT �5�/ K ~ L-S�idewalk REMARKS l W III A) f�•f"% 7/Lt� S f�� Ij (1' WIaQ. Z F AODRE��ISS lao�ih ftve�l�i%�ea24 . ° Z CITY � O^ 327 V-iY IL�Qj�-``�`a''AAvII��^ TELEP ONE NUMBER 1-323 1051f pef oy) w s �•f(�y 1, � P(�j W NAME DVIN e4z- n �1QA Li V"1 of le, IN�i �tXVF� ENGINEERING MEMO DATED 'RE CLC.IJC_. r , I V ADDRESS 7 -.C/2� 3 7 OF METER SIZE BUILDING SUPPLY SIZE NO. OF FIXTURES O ¢ CITY ZIP TELEPHONE NUMBER ual f 0 REMARKS O STATE LICENSE NUMBERjAG� Legal Description of Property - iiinclude pll easements SIGN AREA ALLOWED PROPOSED �� SEPA REVIEW COMPLETE EXEMPT I T�_� I AOB NO, SHORELIN NE v � � �..�+� � 1 IK[/Y`�c�✓C H EXP o. C¢1 y VARIANCE QR CU �6-3 9 ( PLANNING REVIEW BY �� DATE 8-I -9I 11 O O C.�-`Jr�Q SETBACKS -FEET /� NEIG FRONT... 0 SIDE O REAR G T LOT COVERAGE /�yMT, fjnJ( J Tax Account Parcel No. ARKS g LA�sca t J Ne�uS rj ® El PLUMBING NEW RESIDENTIALEl Wow �Yac ADD/ALTEREl COMMERCIAL ! ElMECHANICALw 1°e yj-&j ElREPAIR ® APT. BLDG. SIGN GRADING - FENCE O DEMOLISH CVDS 1x CHECKEDW v�/ TYPE OF CO �TRUCTION CODE HEIGHT / __Fn REMODEL El GCARAGET Q SWIM POOL SPECIAL INSPECTOR AREA OCCUPANT - REOUIRED YES �OpCCUPANCYQ ✓lOUP rJ - f LOAD ❑WDOD STOVE/ O RETAINING WALL/ ❑ INSERT ROCKERY RENEWAL REMARKS Z (TYPE O�U$ISINESS _A VI VI EXPLAI ((fJ PROGRESS INSPECTIONS PER UBC 305 VS NUMBER OF STORIES NUMBER OF ! l4e�)- QNO Oda, ! (A 9 o Ai . wn1eV m 2 DWELLING q.Gn UNITS PLOT P AN) F d.0110 -A3', 57S- 9h6/92-�� -• a DESCRIBE WORK TO BE DONE (ATTACH OFFl�E MT ,�57CO. 1 '07SrD,�Y FINAL INSPECTION REQUIRED y/{/.VJT GS �%� �EOTEC/1 CbrC�ift.T - IC7[trcl {,� OLT �� VALUATION FEE".r y PLAN CHECK FEE (� Jrifrf�irQ C73 eUILMNG / 296 000 S 2/6 . /�I/�(�.,�$- 6ehfi(F /7Jrn C pS V PLUMBING Plan Check No. 33 MECHANICAL i5iy Arf -t IT This Permit covers work to be done on private property ONLY. GRADING/FILL Any construction on the public domain (curbs, sldewelks, c driveways, marquees, etc.) will require separate permission. STATE SURCHARGE Permit Application: 180 Days Permit Limit: 1 Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE O "Applicant, On behalf of his or her spouse, heirs, assigns and ENG. INSPECTION FEE a Q Ad'7 1 e i Y in interest, agrees to indemnify, defend and hold Wsuccessors harmless the City of Edmonds, Washington, its officials, � /L I'LR iS / QFQuo :• If/r m' employees,(and agents from any and all claims for damages of / a whatever nature, arising directly os Indirectly from the Issuance = Issuance be deemed PLAN CHECK DEPOSIT 3Q of this permit. of this permit shall not to ° modify, waive or reduce any requirement of any city ordinance °x nor limit in 'any way the Cit 's ability to enforce an ordinance Y Y Y Y Y TOTAL OTAL AMOUNT DUE 5� - I hereby acknowledge that I have read this application; that the Information given is correct; and that I am the owner, or the duly ATTENTION AP APPLICATION PfjOVAL P6 and stale laws regulating construction; and In doing the woOfiz• authorized agent of the owner. I agree to comply wixr"PL.sa- THIS PERMIT gUTHORIZ u, .6 This application is not °8 permit until n ad thereby, no person will be employed in violation ofabor is ONLY THE signed by the Building Official or his/her - Code Of the State of Washington relating to Workmen's WORK NOTED Deputy; and fees are paid, and receipt is ti n In r nce. wspecnoN acknowledged in space p vided. g; SIGNA (° NER A E 71^ DEPARTMENT ! \/A�,i,- _ �,,• Q�"\� j1ATEjI1Ej,,,, AID CITY OF EDMONDS OFF I E ��TE ATTENTION CALL FOR RELEASE V. D TE ` INSPECTION Z IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE 771-3202 `.Inspector. ' UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ORIGINAL — File. YELLOW- A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC •. CHAPTER 3. .. 1f17.P1 � PINK — Owner - GOLD4A53essoi:•Y: .. e. CITY OF EDMONDS ZONE k f CONSTRUCTION P WILT APPLIC r N Iwtr ATI ERy'� i OWNER N.AA1E/NAME Or B pe V® r USI�YE �� _ AiLIN S .; RLIGTI�f ADDRESS .... x j a � SURF/APT•• 'f i A?AIUNG ADDRESS' _ ZAP A'/J ...�r�t r- ` AL S N! fON H x SUBDIVISION NO. •< ` 5-M rU by ZIP -� TELE'rNONE NUMBER PUBLIC RIGIT F 7 _7 1 ,{ 0 WAY PER OFFICIAL STREET M : .T2W:P NAME �•-! 7G-' II'"1'� EXISTUIOREOUIRED OEDICATInp �Ij fi '1 F G lam: r E77 IImo t. h , -•, J . �- • ,�j� A 1` � -I h` 't PROPOSED �� BMMS UYP.ty�rla Req'dy O L/� I� V ..- A-Q, )r� �V 1� �OvinAs �i Iu ADDRESS' REMARK 8 SI.dow m CITY :]P� PHONE NtUMBERNAME s. T•�-�"� %/I�tp 1Ai F;1-. ,'.v!G�� ADDRESS / n .,.,w_•�F;" -`� 7 L/ •7 ENOINEERIMO MFAIO GATED r� CITY • METEA a ZIP � �.. BUILDING SUPPLY SIZE - ~ TELEPHONE NUMBER p -r y .. N0. Oi i1xTtJRES . U STATE LICENSE NUMBER �"' -`"' REMARKB��.+ ^i°'�'� ..+ .i C +'• R •(�••1PSJ. ILL Laga1 Description of Prope BIG,II rty - include all easements ALLOWED a '$EPA REVIEW - o Cr-,G.-{( ��J, `. .•t fPkOPOBEDMPLeTE EXEM'iPT.% `�b+i•�. Q f�= w yr VARIANCE R,CU ,- 7/� -- •r'� /Y� j.�,l+ ".('KANNINO;REVIEW BY n t Y +)I E STBACKS FEET . Tax Account Parcel No ;,I ^ ME1GHT. LOT s r'n"� _- ,t - r - FRONT O •SIDE C/�+( CGtrtTtAUE "gip a� �kvp iw— NEW �r�1 j I _ _ �'dl'P/ 1`p�•��ril ��11'.t I ? LJ nFe.UE?: T.AL r+. .,,, t-✓. vLl .� tt f•PIUMBING;' ADD/ALTER COY 1� V`�C7 y }I Z .•w.v'`r .n 1' ` ^ ` MMERCIAL ❑ •MECH�NlG:L" 1 -_, "w_ �1�� �x��4 ,e�Q �' t "'�'`•� � � I REPA:R -APT.;SLOG , i < BtON }� aC ty� Tc� cn,Q�`a�c`'::,,L.. -GRADING' t DE :IOLISH Cr09 e n -FENCE lj y�. y`'YT -, zvT CHECKED BY_4 TYPE,OP.CON iRUCTfON �'N. -• r fl.' • R-cMODEL I 1 CAAP09T - ifA� .c� MEKIHT,t ti> `'SY/IM wc?•., AR WOOD STOVE! u p091 tZy-w.-aPEC1Al NSPECTOR a .,e INS ERT RETAINING WALUI :I n ''�` REOUIRED< yr fyol aAiyA.•�e" OCtX1PANCY t. z '{ROCKERY'L.7 R'cN 'h" YES •K ;d��.r MV.M -GROt1P UI OCCUPANT ` re; (TYPE OF USE, BUSINESS pCTIVRY) EXPLAI J; AL Yr �MAR!(8 WAO - O �FIGi ?RQGRES5 NSPE l�IW1iJ'I�l� CTIONSJPEF'�"(p c NUMBER OF STORIES '�' " S ,'•y,"_ /."✓. NUMBER OF tL ... S> 4ra'^ �.�+I'4`�,SrS'i t7,1•`.,` m T1_a ,2L'�UNITS. L N ' DWELG jL` ll� �, x� - T DESCRIBE WORK TC 9E DON (ATTAUH PLOT P , ,FINAL vc•.,a. ,... 4i�[CT1 ;•:..r QAI>REUUiRED'. �, Z `sue �.. °,0VAlVAT10N PLAN CHECK FEE" 'T ""T•� - FEE.,• jay L 6UICDINO •' u• PlanCht�Ck No. PLUMSING MECHANICAL �t ' N This Permit c•�Ivera work 4o be pubdone on private property ONLI'. ORAOIND/FILL Any Construction on the lic domair. jcurbs, sk Property s, driveways, marquees, etc.) will require separate permisslon. ~ Palt . STATE SURCHARGE aPp allon: 180 De" i v veY �a ".' Limit: 1 Year - Provided Work Started, Vftin 180 Dsys aTORM DRAINAGE FEE ,r cApplicant, on bohBrest, of his or her Spouse, heirs, as$'gns and ENO, INSPECTION FEE < �� /V7 3O'1A u harmle Successors a Interest, ;is to Indemnify defend dnd hold } harmless the City 01 Edmonds, ) i employees, and 0 ents iron an endd all Claimsn+ 'Or damaf et officials, ���..,c a � Y = whatever nature, arising directly Or Indirectly from the IS c cr this permit. Issuance of !hls permit Shall not be deemed to PLAN CHECK DEPOSIT mod(Iy, walve or reduce any requirement of an ,-Itg O^ z nor Ilmtt In any way the CItY's ability to enforce y ordinance iy Provision." Y orce er,- ordinance •. "` , I hereby acknowledge that i have read thle appl!cellon; that !hn TOTAL AMO,INT OCE p �,a ' a Information authorized given Is correct; and that I em the owner, or the di:;y ATTENTION authorized agent of the owner. I agree to comply with city and state IBWB regulating construction; any In doing the wo.k authorir APPLICATION APPR(jVA ad thereby, r:o person will be employed in violation ; Of the Labor THIS PERMIT Y Code of the State of Wash(nptrn relating to Workmen's Compensa• WORK NOTED AUTHORIZES This application le gn O ial w h ONLY THE PP Permit will tl In r nc signed by. the BUlldln $IONAyllffi wNeR 04 ENTJ - •JA'E LONE �P:lty, and fees are paid, and �a L .1• INSPECTION acknowledged in space pr reeelpfis"+sti 13 DEPARTMENT CITY OF OFF A _ TE } ATTENTION eDMorvos 1* IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE CALL FOR ELSASE r; CTION UNTIL A FINAL INSPECTION HAS BEEN MADE AN^ APPROVAL OR I%��E'3Q�2 A CERTIFICATE OF CHAPTER y OCCUPANCY HAS BE' GRANTED, UBC ORIGINAL ra'• ,. 1 +osaT F(le . YELLOW,, •liispec o4 1 PINK — Owner GOLD Assessor„k y1 • r _J'� h �c 1xM� •a ! ' A,.'..• «- ITT - < , .. .Y'a. m ` .,` .� .^d `�, 4CI1i �� 1 ,- e•• +':Y'.:�3 '' r' xi•,.+_' ^'! , =rti'g NO' • , D� Q r- i , y Z ter..•, ' 7 L ::G7'�j' .C/ op,C..:.� mod.. c '� 1wl �f � ... .. •t r t � Y` 71f, . / 1 ,1 N- f t dCti. • +'� rl�� 1 •, ,' �,�r�-9���' r��rc,�?C�/ �.i� Y�,�{"��•y wry z FFtEC•ORD OF;IPISPECTldj4g AowL.jr4/C�= INSPECTOR' it f DATE 'j l�Pvy �j Ci-wsa.�,r- �lp9-a FOUN[1ATION r ; �dto L ® Ftltlting j. fit+ t�i§r/Porch . t p—.c- sN :( /rp •. B yy y�. �^r RAtai6i'lg ellgrS}1 �t tit �.; n 41- 6} Bf 91Q�%f t - �"!^Pi.!��'r."` S �'`'lyti � i•'i'r CSC lei �'l^l i. �1,V rb. - - t . { '•. ,.: L � `� , ' Underground ftoug i In Cr C HEATING •.._., - } { )•' t<•t r-� ~?j ,i1t°',tiiti'i^�lyf.' '��.�i Y Gas .a+i 1Fi ti1f•'iC't+l �'4 s t s > t , Gas Piping.:tj G "E4uip,ns6f r r _ t FRAININtiriON INSULA -� I .i x�. +�,. + •�.v ...--.. tit.'- �ifi\ a} w w r �i-u� 77­ fRO�K NAIL�NtO `T\ ai ;'c' ���,. } ! ' SKCIAL esi s INSP8CTlON. :-ii ,rNAi: APPROVAL +'S+s...rr yc.� - d7,•.F�:i,. r ...t.•x.r r - 1' t;•: FOR OCCUPANCY y rS i''�.r;}.�•,y pfj,-. , a..,•t; .,..�,, `'�;;C�'. `r•T���gsp� �;� �, �!. iit'e ���t..r� t a; � � ✓�PCiz`j 14 Tj4 '�Lt r- ... .. i e i:. iJ •.• t, + �iG°r",%y-Jy��•i 1 I` - c•� S ►•t.' t r`NL'S4.,71 .p`p FACWrr ,oaf T'o.P r'� f.• t.� v�'v ��r i i 1\- �.i��.8,1j ` i..� tJ�"�>4 I �L['��L?�t't 1 � n Y , �• f i t1Yr i_ti -..,,r .t �'iN; �'• PO �y_ -�''' C-�T•. �'�!i i' Fib' 1+ •tr�s�y ?e;'j ++ i (.... `��. -3 � ,� : �!CN�A�'%•w,�tJx3. y.I. S „ •� its �Y ��,. �4 0 � "�" a„'+g �Z i- I��t..,,i1�1 ��n ,^! r i-+ m ,•f'��f d �i � � . :! _. �fa_wn: -..,r ®ti�J�%r,'``i f s`r • �F 1E. Lam.✓� � }�` '- rrk".f' ��r!'tL°'.t4i'�yr�abTY _ K?�Es F•/7_'• �..�•�... _ _ . � .�.: !� � ti'�l�+S!T »`as.�,,. n,3� .r',, "uSfi;.. „ 0 0. CA File No: Z- r 1 g Critical Areas Checklist Site Information (soils/topography/hydrology/vegetation) 1. Site Address/ Location: ?YPL -Si T1�� '1t7 61V 'OS f WA- .2. Property Tax Account Number: `QO' b j. 6 '000 V D 1O0 3. Approximate Site Size:(acres or square1eet): 4. Is this site currently developed? eyes; no: If yes; how is site developed? 4NZ4j'N& jW11.V„&6 CD1/bOK, ' M)W r' IM 5. Describe, the. general site topography. Check all that apply. 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 presention site of more than 15% and less than 30% ( a vertical rise of 10-feet over a horizontal distance'of 33 w66-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: NO ; Approx. Depth: 7. Site contains areas of seasonal standing water'r iJ� : ; Approx. Depth: What•season(s) of the year? 8. Site is in the floodway Q floodplain _ `� of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? fl. Flows are seasonal? (What time of year? ). 10. Site is primarily: forested ; meadow ; shrubs ; mixed ; urbanr.landscaped.(lawn;shrubs etc) ._ -,*., _ , 11. Obvious wetland is present on site: ,?',•k•.a `f 1.:34:!.n`=} r �'SkL� ;�i•' _ � 3'-r`YfiA r -.h q�- tiT`., �y �. �, ...7_� r. �' h- i � ;t. .,t {: rfv- '�* _ tr y.t;:.� �` � _`q� >•.�-bra }45 �rh" S:i�i . t'� kN4 �� tt i:.�y�^ro, f'�,C�aM1 Yi�q a�• y,.�i� � k y�f . rf T 4 .gyp • 1 i. f S if':t� R t.. � >!+`. �V'i { is �{ �� 'k '1,i' Y `a `?b.. �+a:�•:..�h �'+t... �: �i c�h.a� , e, �{% {{yyJ .�'.....�'`,i'T'��1�:t�'t"�'. �.� .s t�/'4 Y'� Ti'�: Ss. . r {. � .c. .SS i}.:T,.} •tic-• �•.rR� ...:J�'• ,�'� /,');.iiFt •}�"�"�• :�>tis d9.-fi`+,i t� � r-t,�. titii�. µ4 �. ,j�`s'n: .; i� ti ! 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'J��Y,t f )5�....�9 S ,..0.`:Y. '+"... .. -:�.L's ::::•.: i.. y9 :.t tt } : y'q.. .�i '1 6 ra: 1 a`•'"' ye'.ae'•�.,{ an.3 �iJSr` rt >r-v '. �"r y@s •r'`"a.`i3 :. .? k S,fi /'�'��-.,°iS�R •T:J3 I T74C�. r� i•CTT� .. /"�: Y T�`'.. iLv,T� rr{�p• i y - 4 ,.� '"`{,Yry` Q17tic � X ve_ptiD' for Gina' t r - i�pt9 4 rar. l+r SG ?7 ` t'•. i.r _Ki+jt rr,.,-;• • 't Haw ..•r..i 5l� a-aiyr�'+' iTM x a 4 t•A} ,ir iCy1'f td't ��, f ,i.r.b r - 6 . ?>• yP�/• x N s1•,�" i!•R !. , p�_1L.Y � � Y.. r'S ��� Tl�n '� '/`kv.t'C•L Nb • r. �. h °•".1� ju'•_ r {G`'F+o,i" _ { r'-�f3. r �b _ L~ �.i7r c -i 471 "r . itsrn •i '�. J• P ��11 fi,��'ss�� 1 ' Y t'.Y J..h,i+Y'. � ...' 4eY' R Kj � Y{,/f' S � - - � �✓G rkret� `''si teclseai; .. dernc, * d iaP ,� ` t t.�';c 1 °,Y. t-y..,r go;i%i -+'t,i .'rr }I r ' �[ .•tr' tr +s•!;..< yy. dr� __. ;•Y•,, .� }�i cif '. a. . r +,ai `t '^MW'il•� - ..rT-y3. r ��v1+ztt I .•aM +{". •9...n 'i ,.a aM.».>r :``. i S ,s.c .-..�,. 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':A, � •, ,.. .� ,' _fit..._ ._ - ._. .� ..: Critical Areas Checklist.doc/3.10.2001 6 The Critical Areas Checklist ;contained on this` form: is, to; 3, A properly; .ownei, on, his/her: authorized representative, be filled out by any " person preparing a Development must fill out the checklist, sign and date it, and submit it Permit Application for the City of Edmonds prno .to ttittht City. The City',will'review tlie' checklist; make a his/her submittal of the application to the City. : ,,precursory site visit;: and; make a determination of the The .pip ose of the Checklist is to enable Ci subsequent steps) necessary to complete a development ty staff to 3 determine whether any potential Critical Areas are, F; or pernnt application. ' may be, present on the subject property. The information Please submit a vicinity map; along with the signed copy needed to complete the Checklist should be ,easily' ­of•this form to. assist� City staff in finding -and locating the available from observations of the site or data available at specific piece W , property described on this form. In City Hall (Critical areas inventories, maps, or soil.., addition, the applicant shall include .other pertinent surveys).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, inconsideration 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 con ect .to the: best of my knowledge and that I am authorized to file this ap ication on the behalf the owner as listed below. SIGNATURE OF APPLICANT/AGENT ~ ' 'DATE 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 publ'c of ials and the staff of a City of Edmonds to enter the subject property for the purposes of inspection and potting a en to this ap ication. ` SIGNATURE OF OWNER V� DATE •CJ . Name Street Address 111"101ruiwr, "Ot,111VAM �.� �r tiee't Address City State Zip City State Zip Telephone: %---yoo Telephone: 2, 5+1 --7296 Email address (optional): t, I ,v 61� Pi, Email Address (optional): Critical Areas Check] ist.dod3.19.2001 PLANNING DATA Multi -tenant Building Business License Information BUILDING NAME:A1C!'rN%W)O110- e' ADB FILE #: A"pr6I -Q0 SITE ADDRESS: I ',) 2 �A'iLO Ava S ZONING: PJC, BUSINESS NAME: Egon > L lAG SUITE NO. 2e>0 USE(S) PROPOSED:Oi=Fic,4 t.�/c X ��, ,-i ALLOWED?: L r--S Legal Nonconforming Land Use Determination Issued(Y/6) CUP File: PARKING: Use: CFv= c No. Spaces Required: 1 � X Oc� r . _ (floor area, # employees, etc.) = I TMAL BUSINESS NAME: SUITE NO. USE(S) PROPOSED: ALLOWED?: Legal Nonconforming Land Use Determination Issued(Y/N) CUP File: PARKING: Use: No. Spaces Required: X (floor area, # employees, etc.) = BUSINESS NAME: SUITE NO. USE(S) PROPOSED: ALLOWED?: _ Legal Nonconforming Land Use Determination Issued(Y/N) CUP File: _ PARKING: Use: No. Spaces Required: X (floor area, # employees, etc.) = _ BUSINESS NAME: SUITE NO. USE(S) PROPOSED: ALLOWED?: Legal Nonconforming Land Use Determination Issued(Y/N) CUP File: PARKING: Use: No. Spaces Required: X (floor area, # employees, etc.) = BUSINESS NAME: SUITE NO. USE(S) PROPOSED: ALLOWED?: _ Legal Nonconforming Land Use Determination Issued(Y/N) CUP File: PARKING: Use: No. Spaces Required: X (floor area, # employees, etc.) = _ BUSINESS NAME: SUITE NO. USE(S) PROPOSED: ALLOWED?: Legal Nonconforming Land Use Determination Issued(Y/N) CUP File: PARKING: Use: No. Spaces Required: X (floor area, # employees, etc.) = PARKING: Total Required: Actual Provided: ' 1 c� OTHER:S►iJi�a'a d�f�gg ®aL �/ C ►" g Plan Review By: c:Vilcs\Pcrmi\t `PLANDAC BusLic.DOC The City of Edmonds SII)E SEWER PERMIT EASEMENT No ........................................... NEW CONSTRUCTION REPAIRS OWNER.... M . ............. ----------------------- CONTRACTOR ............................................................. .................................... PERMIT No . ...................... ADDRESS Ava.,..,:5 . ...... ....................... ....... ...... LEGAI, DESCRIPTION: LOT No . .............................................. BLOCK No . ..................... ...................... NAMEOF ADDITION ......................................................................................................................................... Jun a- 1 19 7r.?- D V c Ta- sl-ed On Sa-w e-r Approved: DATE...................................... ......... By ...................................................................... ViesTr-'w ICI G -TTW?.S OZ-1 s r t�c— w m-e, (s Z -n 4 l P-P RUC— S i�='D IK dkID 5 Noe-VA-1. 106 e�- G�pS . 161 A"Ohmmmmam moo 0 1 Ut I f Edmonds Permit No: RIGHT—OF—WAY CONSTRUCTION PERMIT Issue Date: A. Address or Vicinity of Construction: 15Z -690 t✓D/ oAm S WAr B. Type of Work (be specific): SeT 5C►4;TC)L.D Ar 61 DF tt.)AL*, AT— eA6 — "D 6dwT* ndiCrc �1Z 6-MUCTUEWL 1AJSPC—CJ7UA). 5GA-WOLD TO 13c .56T /&J AAoi2r W A "D R6060EID Di4Y's, C. Contractor: UJ6_T7'=K 11 EXTC M Ak SC— _0CES,14)(- Contact:_M►6K L MCLI C14Llrl) Mailing Address: 1$C�6 A4 A84 ,U E— DRI 0 C— IJ C State License #: uJEsTE $p Z� G" D. Building Permit # (if applicable): %,J to Phone: 'I4K 610 - 5 c4 S Liability Insurance: Bond: $ Side Sewer Permit # (if applicable): E. AS- Commercial ❑ Subdivision ❑ CityProject ❑ EUC (PUD, GTE, PSE, CHAMBERS, OVWD) ❑ Multi -Family ❑ Single Family ❑ Other INSPECTOR: M'04200L& F. PAVEMENT: ❑ YES ffN0 G. SIZE OF CUT X H. Charge: $ CONCRETE CUT: ❑ YES (2fNO APPLICANT TO READ AND SIGN IDEMNITY: Applicant understands by his/her signature to this application he/she holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against 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 and attorney fees by reason ofgranting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. ♦ Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required training in their possession. ♦ Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City - approved material prior to the end of the workday — NO EXCEPTIONS. ♦ Three sets of construction drawings of proposed work are required with the permit application. I HAVE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THAT I MUST MAKE THINK COPrY OF THE PERMIT AVAILABLE ON SITE AT ALL TIMES FOR INSPECTIONS OZ,/z7 (Contractor or Agent) CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK Nppr, owed by:_ l f Void. After Special Conditio FOR CITY USE ONLY Right-of'way]_.-7o f .5 sticu� Disruption Fee/Fund 111.: UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS COMMUNITY DEVELOPMENT CODE. FINAL APPROVAL OF PERMITTED WORK: INSPECTOR'S SIGNATURE DATE: For inspection requirements see Engineering Information Handout. NO WORK SI-IALL BEGIN PRIOR TO PERMIT ISSUANCE OF E0_4 ° CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 PHONE: (425) 7710220 -FAX: (425) 771-0221 �Wt STATUS: APPROVED ENG20130180 Street Use Permit Permit Number: ENG20130180 Address of Public Use/Encroachment:.152 3RD AVE S. EDMONDS HARBOUR VIEW APTS HOMEOWNERS ASSOCIATION 152 3RD AVE S STE 202 EDMONDS, WA 98020 STREET USE/ENCROACHMENT AWNING OVER SIDEWALK (ORIGINALLY PERMITTED IN 2002) STREET USE: Placement of any temporary or movable objects in any portion of public space or City right-of-way shall meet all code requirements as set forth in the following chapters of the Edmonds Cornmunity'Developrnent Code. ENCROACHMENT: Permanent structures encroaching upon any portion of public space, City right-of-way or easement area shall meet all Code Requirements as set forth in the following chapter of the Edmonds Community Development Code. CODE APPLICATION. • Chapter 18.70, 17.65, and 17.70.040 of the Edmonds Community Development Code. All terms of the adopted ordinance are incorporated herein as if set forth in full and this permit therefore is subject to the terms of those chapters. FOR THE TERM IN WHICH THIS PUBLIC USE/ENCROACHMENT IS IN EFFECT, THE OWNER SHALL COMPL Y WITH THE PERMIT CONDITIONS SET FORTH BY THIS PERMIT. NOTE: The issuance of this permit is understood by the owner to be of a temporary nature, shall vest no permanent right and shall be issued and may in any case be revoked at the sole discretion of the City per ECDC 18.70.040. Applicant is responsible to provide a copy of the insurance certificate to the City at the beginning of each calendar year, no later than the 21st day of January. INDEMNITY: The Applicant understands and agrees to hold the City of Edmonds harmless from any injuries, damages or claims of any kind or description 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 cost, and attorney fees by reason of granting this permit. In addition, the applicant understands that he/she shall provide and continually maintain during the term of the permit a ceritificate of insurance naming the city as an additional insured, with respect to liability, and providing that it shall be primary as to any other policy of insurance. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE CITY ENGINEER OR HIS/HER DEPUTY: AND FEES ARE PAID, AND RECEIPT IS ACKNOWLEDGED IN SPACE PROVIDED. Printed: Thursday, April 11, 2013 ❑ FILE COPY ❑ INSPECTOR COPY I ❑ APPLICANT COPY STATUS: APPROVED ENG20130180 ..The ro osal will not adversely impact public space open to vehicular or pedestrian travel. P .p s • Architectur'al Design Board Approval has been granted or the process has been administratively approved. • The proposal will not unreasonably interfere with the rights of the public. • Items shall be placed adjacent to the building and may encroach onto a maximum of two feet of the' public sidewalk; or in accordance with Bistro and outdoor dining code; or per an approved building permit. • Safe Pedestrian travel area, or clear zone, of 44 inches minimum width, providing a level safe walking surface along the public sidewalk, shall be maintained. (e.g, measuring 44 inches from edge of street tree grates or newspaper stands toward place of business.) • Exterior light Fixtures, banners, signs and flags must provide for a minimum clear zone of 7 feet above City right-of-way. • Clear Landings of 44 inches or no less than the width of the door (whichever is. greater), measured toward the street, shall be maintained on the exterior side of all required exit doors. • Illumination from the city light fixtures shall not be blocked. • No objects shall be hung from the City light standards. • Three feet of clearance around fire hydrants, standpipes, P.I.V.'s, manholes, water meters, blowoffs, cleanouts and valves shall be maintained.. • Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per City standards that is caused by or occurs during the permitted project. • Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm onweekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. • Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the issuance fo this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance not limit in any way the City's ability to enforce any ordinance provision. INSPECTIONS • None n 0'-1I1'16' c, I jfi'�;. -., 3//// i/�/'/��"�'2: ,'�� ��// r j/ j/ �j�i/ i/��/�:;i �.,.,•, �i 2%I$I'g ct➢u WeY Scaffolding with pedestrian walkway ,. ,;':, . �";':�. ,��.•,".// ,./�/i.,„/ / �' _ ,, �;� e1Q51i�cut �t IOf11E // ' /� '///i& , / /////, Construction Fence . �'.� ,� r //"' ... / /...% , /fir (no more than 8' 0" into roadway) i ✓ ' %� j ✓ / - i/- /i'/,'%%:v'%:'/;i/. // /� /,� ; jib%;i' i r r/j% v, /:"LU /i j/r - /r �%/�/'/✓ i �vgg mg i/ / /; v. tPC -- `IT „; . ;7-77-7 / Ex�saagarlg /; �" )r=asstmg Eark�ng 200+/_ ♦ soo, max - DAYTON STREET 60 FOCT ROW s Construction material lay -down & dumpster storage. ' to 150, I I I 1 I i Road Narrow i r . moon M; i au + f u a ' .y r } v < _ 4t tt St A!tl � it: -• Aid=St fr t06 � i Ni wal it Si _ Wi ."uiSt t ' itaWsliiatay:. 1t�.�5,iy�'.., i•,. N,u 41 . A,,, ZWd ratMmalalh.mm, Irw�O:2���gav�igatlon-Te.tgnolp4i<s. RECEIVED JUL 19 2002 PERMIT COUNTER HARBOR VIEW PLAZA 152 3RD'•A,VENUE S. EDMONDSS, WA. � MCBRIDE' CONSTRUCTION 206-283-7121 N AP OVED ENGINEERING 81-EE1FILE Date: 7 - 1 9 a 0 STREET FILE WES LOVELL-SAUERLAND & ASSOOINC. 19400 33rd Ave. W. Suite 200 LYNNWOOD, WA 98036 Phone (206) 775-1591 Seattle (206) 340.0830 FAX (206) 672-7998 TO C I-r l of EI)Mb,u(>s Cc>j%Am(,Pi-ry Se&viGES/Rigwc SAFr-ry - SuiLoue-Diu. RECE SEP 1 [LIEUTEIM OF "TRUMMUL DATE IT _ I n - 4M I J09 NO. �To - -Z4 C)5 ATTENTION L Y LIE- Gh}21 ST MAN RE: W I GCsIc�•� s Gvw�ST2VGT I O N V14at_m S10Eu-)1�t_a PZEs7oti.4TloN > WE ARE SENDING YOU I�; Attached ❑Under separate co eE6U the following items: ❑ Shop drawings Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION � �-s-i2- �toPo9fe0 StDGt�h�-�G S�oa.a le...�, CI NLt THESE ARE TRANSMITTED as checked below: For approval ❑ For your use > ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS I:1JGL05ZC> Is -r&4& s14>EwA4-IC- sr&TcA4 _ '41001 r- W-0 To 'R.Bfie-q -rft Dca>PSt. HoojoI cAP RAMP AN O -rWr- St Ip&u_-A 4 JoGi Pert- owl_ tf2_ A4rx,?rnjG, A#-o `lauff>f EtIJ R4ymmj- ir(C MAMP 15 NC>w t."ITA Ti14+E OTI4F.2. 3 Gc-7� F.+LS tN iy E 3 0o A:vE o--z DAI(Zc-3 - 1WOO-5Ecsr10*3 . 6+1&y I oE.wfac lc Jo & Aayo �� N w -CRrL&-LDCA-rLOZ44oW t5 Pea Out P15GL45510t- I— out rWfM'f1NC_ Auc 31 - 6" 51ptW70<tIK A i-orsC 3 ftD AvE I5 Ado PF4L ouo4L DISCtrS5l01J Wfl"rM A 4" GoN-y- Gull VIOLO/01C I&W I -A W O PAQLK I njG S-1M P IW So -VWAT t j WI LA- DAAj tj - " !=Nu.. Zz TowAAP& y 7'Wf_ 5i -raft . w6 REQ�T`to r4ZVIR W ANrO APPlLdu£ -C*4'E SlOr O- -r— - $48N0►eAP I MP - 17.v�7�/l. IYNPQOULWIfcNyS- [" (j,_14 - COPY TO G0 tL 1-> U)ILSOrJ — 011561Etus Cows M14CAleQ a, SIGNED: 1. P PRODUCT 240 Im,, cmbm, Mm olan. If enclosures are not as noted, kindly notify us at once. LNISI \' 46 © Ej f• 4so • I• oil • G � Na+4v Got c. sl rn,jr- P-X, co fte. rid CGV YT I£- II'lll ' Inl'' ?I0 � �„ TRCES 2ESPAG�t� ko¢�„? PFJ- GTY I-sr- (2�Qv i5^( 4s ,•;; i 4�� i NSW �awN o?I!� 34 �;1'It.�,r,;.tt � I a,a,,,. • ,1. 4ro�a, r �o ado Z 0 Z ' / E`r % 4 i 7 Wre-w 4-4 comc. CIfRB Itltil/,... ,•t t_. L , . ., 6uL./1,,.. Il: llll�r Ill`ll 11 N rr_ uA YA►R!) p -4411 `a M--,% QJCM) gya ov htEw 4"w1oC P� cowc me, L-P,e P) �/-j' a I �: 23 I LPw N i. 44 NEYV Go c . 31p2 WALL' 4 Z Q5L4 - / 2 w Q WEw Y4RD DRAW Tce. 45 .Oro G"IE 44,25 TOP 45.S3 (ex> 8" IE 44 ?5 FX. UE 4.4, ZS (New) 44ANDICAP RAMP T1{P21 PER EA-> rv+v*•,oS STD . PLAN . (Z RE6:' 'D)(MATGN OPP '51-r& COliwlr�/L a~s-S) D� 4-d �h . ��C „� 4 GJTYP 400 to • 1 � �w+'w�I MEW 13UILDlNG — VILLA D1 pL`(MPlC d � aEPLAGe �co►.L'' ® w1111,2;I1N'.. Ex• co w�G . WALL AS PEQ D I e o r gI rs�Wl�L1L I � - — I I. �a . I • ' NEW Co/.�c . EWA.L� All .i11 ,\ \w\ \U1�•t �li"a aaaaa. _ , tLw LrNIE c f F/// i 1• D �3vD 1911—o7gL� pRpFb5E0 JIDEWALI� RESTo2ATt0V1 � .— W IGGI`N S C�NSTRUG7I�1J '`— ��hl' _ A. YADSET o IELL - SAVEti`L PfJD 4 ASGoG. INC. c p-24`)0 0 C � ]l • • • PROJECT ....LJ ................... PROJ. # .... ............................ CONTRACTOR .......................................... DATE.�-T 7 .................. WORKERSON SITE......................................................................... ....................................................................................... EQUIPMENT ON SITE.......... ....................•b• a FILE ................. ............................................................................. WEATHER .................. TEMPERATURE`��..................................... DAILY ACTIVITY (A.M./P.M.) .................................................... ..01A ...6'7..��! !r.-........ . :..................... ...........................................................................` ........ ....:........................................................I.......\ ........ T� r+ ;........ ..... ....... . ..... ............ - - - ...... � _ --- •+-- zl� .'` 27� .....� ....... .. �. . ................q. ... .,�. ..... COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ............................................. .. ill j ,c% 4, re � k... J AlAz e, ..w T ... ° :'�............... ? � .. .... ..L `?=f� @ .T.�... /�. ����:..� .�.l-r-�...��. �.;, , ��� • •S�`� .... � Gam-• s..9.0' .:C .�.�'-�. •..s� • f�,r� , 1- icy f . 3 .. %d � ... �.�.... c cfi . .................... . . .......... ?:.::..�..rna- :....................... . FOLLOW-UP TESTING..W.! .��... ...�. .. ✓fir .. :.................... . .�. :. � .. ,?.1?°$. Il�.• 'u? • 8r;He�... . CITY REPRESENTATIVE .................................. DATE/TIME....................... nnn ii nr, irvrrnnuc PROJECT .. Gril�.v ................ ... PROJ. # ............................. 17 CONTRACTOR l �eu�j................................ DATE....'....'. . .. .................. WORKERSON SITE..:...................................................................... EQUIPMENT ON SITE....................................................................... ........................................................................................ WEATHER �y..................... TEMPERATURE ........................................ DAILY ACTIVITY (A.M./P.M. ) ...... ..c,...r.., .....lrst s, it,4-�:�..`�. ... `.. ......... . . •� .... . .�[� cif. .Z lire-eii. Gc LO�tL. �•G�...>(z'f0..,�.?...iC s :r/�t":`..�,�GL........ . 4;7141" ,4. �G_1l� 1) � • �Cr r,J_ZV41 '..u����L• . �•1 ; %.. ... . ..... .. ........ .. .... ....... .. . ...... ... . .. / .� . .. . �aZ/ , • ........ <z:........ . ....%.Lv� .....:�..��r�va�Y,.,..f.......�..'`...... ............................ ..... ..... .. ........ .... ... .. ....... a ........................................................................................ COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................ ........................................................................................ FOLLOW-UP TESTING....................................................................... CITY REPRESENTATIVE ...(/��/...... DATE/TIME.• nnn ii n!, i'ry rrnn AAC 44.- I a till% r Ilk \t\ltl l, F -r-r a X. C-v 0- Ill fill 1� Q pert r I-ry . 0 rzp Q tA CLA 2e, I NSW L-AW�4 4,&3D -'27 ED lug-1 6-.jC7 TP- 0 z 9 45. L4 WAS r- AS Map wew +. - CONC. e-U Rja NEW YtiAD DQAIN Top. 45.O6 Gv is 44 -'Z5 �� /Y �/ C.00C r_t.A 0 0-1( F) 0 t4 -J 1-4 45 HEW -5UILDING - VILLL, Z;E:,k . C'. 6. 4.4.,Z5 (NEW) t4p" ojc-Ap RAMP, PER C2- 05 Tjf- 173 .4 7z. I VQ C. 43 4 Z 4 Ramr Z 45,55 1. LU 2 191 Sarp UC-T 1 D A. VA05F-T 5- 0-92 Pit] STREET FILE t 3 Rfl . AVE S. 6 W ''It .� ZCJv2-006q • • When recorded mail to: City Clerk City of Edmonds 121 Fifth Avenue North Edmonds, WA 98020 APPLICANT IS: Property Owner ❑ Business Owner CONFORMED COPY 200210100561 10/10/2002 04:56 PM Snohomish P.0006 RECORDED County SPACE ABOVE THE LINE FOR RECORDERS USE Assessor's Parcel No.:Q%/��t/i� Applicant: A y. ENCROACH ENT AGREEMENT This ENCROACHMENT AGREE NT ("Agreement") is entered into between the U- CITY OF EDMONDS ("City") and (� "yMI-O uL'.S rFsSQL{ p� ("Owner[s]"), in accordance with Chapter 18.70 of the Edmonds Community Development Code. 1. The Properjy. Owner is the owner of that certain real property located at 1 -5- 2' 3 �- • �rK -%0-1 `0� , within the City of Edmonds, Washington, Assessor's Parcel Number _ _ _ 40,9 W t3g 0,cuo i p 2 co , and more particularly described. in Exhibit "A" attached hereto and incorporated herein by reference. Business owner, JAPtLWG\(irwj f 4<tLA S %JQG &q Jam(.. is the business owner of that certain real property noted above. 2. The Easement. The City currently owns an existmi easement over, under, and across Owner's property for street, alley, sidewalk, other which is described in Exhibit `B" attached hereto and incorporated by reference. 3. The Encroachment. The City hereby coven is and agrees and grants its permission to Owner or Business Owner to allow &411-4- I/)%,JOP,/ 14-' wi u, to remainin a portion of the City right-of-way/easement. A plat map. showing the location of the encroachment is attached as Exhibit "C" and incorporated by reference. This Agreement is subject to the following terms and conditions: a. The encroachment shall be installed and maintained in a safe and sanitary condition at the sole cost, risk, and responsibility of the owner and its successors in interest. -1- • b. The Owner shall agree at all times to indemnify and hold the City free and harmless from any and all claims, demands, losses, damages or expenses resulting from the construction, maintenance, use, repair or removal of the structure installed hereunder, including any loss, damage or expense arising out of (1) loss or damages to property and (2) injury to or death of persons. C. The Owner must remove or relocate any part of the encroachment within ten (10) days or such other time as specified in the notice after receipt of it from the City Engineer, or the City Engineer may cause such work to be done and the reasonable cost thereof shall constitute a lien upon the property. d. Whatever rights and obligations were acquired by the City with respect to the easement shall remain and continue in full force and effect and shall in no way be affected by city's grant of permission to construct and maintain the encroachment structure. 4. Entire Agreement. This Agreement constitutes the entire agreement between the parties with respect to the subject matter hereof and supersedes and replaces all other agreements, oral or written, between the parties with respect to the subject matter. . 5. Notices. Any notice which is required or may be given pursuant to this Agreement shall be sent in writing by United States .mail, first class, postage pre -paid, • rm egistered or certified with return receipt requested, or by other comparable comercial means and addressed.as follows: If to the City: City Engineer City of Edmonds 121 Fifth Avenue North Edmonds, WA 98020 If to the Owner: O YDV%f_�.J Pam► - LkyA L 5Z V Ate . 5 0m car ' S� tIi. UZ-, eQAA� 0>_ I W k . al 0020 which addresses may be changed from time to time by providing notice to the other party in the manner described above. 6. Waiver. City's consent to or approval of any act or omission by Owner shall not constitute a waiver of any other default by Owner and shall not be deemed a waiver or • render unnecessary City's consent for approval to any subsequent act by Owner. Any waiver by City of any default must be in writing and shall not be a waiver of any other default concerning the same or any other provision of the Agreement. -I- • • • 7. Successors and Assigns. This Agreement shall be binding and inure to the benefit of the parties hereto and their respective legal representatives, successors, and assigns. Owner agrees to incorporate this agreement by reference in any subsequent deeds to the property, but any failure to do so does not invalidate this provision. 8. Ca aci . Each party represents that the person(s) executing this Agreement on behalf of such party has the authority to execute this Agreement and by such signature(s) thereby bind such parry. N WITNESS WHEREOF, the parties hereto have executed this Agreement on this 9 3 day of OWNER(S) p ; USINE OWNER(S): i By: �. p By: STATE OF WASHINGTON ) COUNTY OF SNOHOMISH ) This day, personally appeared before me, UJ 1 I 2`4( Q , to me known to be the person(s) who executed the within rd foregoing document and that (he/she/they) signed the same as (his/her/their) free and voluntary act and deed for the.14d purposes therein mentipned. CITY OF EDMONDS By: ENGINEERING DIVISION Typed or Printed Name ' l My Commission expires: `1` is\77,EW\evn DING4UNDOUT\Encroachngr«.aoc -3- P+L,AT OF SLINVEY AS RECQRDEO VNOER A-F NO. 8903095003 IN VOLUME 28 OF SURVEYk MOE 192. 'RECOROS OF ANOHOM14H COUNTY. WAS14INGTON. CA7'UM CITY OF EDMONDS IM.L.L.W) • BENCHMARKS ORIGINATING BENCHMARK: i U S C i G.S. BRASS "T STAMPED -V 297 1947' L4'qATED IN THE SOVTHWEST CORNER OF THE EDMONDS MUSEUM WLDWG AT 11B - 8TH AVENUE N. ELEVATIONS - 0.23 RIM OF FMRIM SEWER .MANHOLE Ilk THE SdUTWV&tY CORNER OF THE INTERSECTION OF 3R0 AVENW S. AND DAYTON *BEET ELEVATIaN - 39.50 LE®AL. ®E8CIIIPTI®NI *AT PORTION OF THE SoUrkUST OLIARTER OF THE SOUTHEAST OuAiiTER OF SECTION 23, .76ASHIP 27 NORTH, PAN E 3 EAS. OESCRISED AS F=OW3: 4EGINNU4 AT THE NORTHWEST T, W-M- EST COMER OF THIRD AND DAYTON STREETS IN THE CITY OF EOMONIM SNOHOMISH COUNTY. GTON: THE90 NORTHENLY ALONG THE W9STERLY LINE OF THIRD=ENS 120 FEn THENCE W9STERLY 119 FEET; THENCE SOUTH 120 F1:ES THENCE 44or .w 119 FEET YO TW9 POINT OF BEGINNING. SITUATE IN THE COUNTY OF SNONOMISK STATE OF WASHINGTON. SUBJECT TO EASEMENT$ RESTRICTIONS AND RESERVATIONS OF RECORD, a 0 1 _ 145.0 0' N C7.Oa'51B' vi 3 " pve q3 r�1 l� • 0 0 0 0 21 0 Z—DX R 15 I T 0, Nh EL CAf I TA (A CONDO V) 4-051 �w � 4-046 I � � _u 4Fi4S-i4H+` j � fPHI,7k 4-08 - �H�4i��,it I 4-048 °� + ago v1Ew 4-054 f H 4+A y+ t �tr^Pfti�i+�4riY t ' I I z c�zA'` I �, �,' 4-0�49 ' D ,°° ,09 r 09 SEWAGE } TREATMENT AVE S PLANT ��+ 4-095 1-091 r............ - '� t t t T----ST--1-------- --. 00 + Lo 4-05 7 z `Qo T c� ! �; f Ark YAJ4r I y ' 4-067 t I t1•i �4i I- 4o 4-oss -os! ; III c.1S911 CITY OF EDMONDS 121 5TH AVENUE NORTH • EDMONDS, WA98020 • (425) 771-0220 • FAX (425) 771-0221 Website: wwwdedmonds.wa.us DEVELOPMENT SERVICES DEPARTMENT Planning • Building • Engineering August 8, 2002 George Singer, Architect Soltner Group Architects FAX: (206) 547-0833 RE: Harbor View Plaza Plan. Check #02-270 Dear Mr. Singer: GARY HAAKENSON MAYOR This letter is in response to your letter dated August 5, 2002. Since you state with certainty that no water will ever discharge from the deck overflow scuppers, it is my determination that the existing overflow scuppers shall be removed from the deck areas. Please submit two sets of revised plans showing these scuppers to be removed. Sincerely, KW- 1-1.s Jeannine L. Graf Building Official cc: Building permit application file • Incorporated August 11, 1890 • Sister City - Hekinan, Japan 614*Of Edmonds Y Permit No: fi! -adq RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date: L A. Address or Vicinity of Construction: 15L �� U� GDiNI o UD S wA B. Type of Work (be specific): SE Z =-C V\MyL O AT 5 i (✓l L{)*A L+_ A-F Ed1 Sr- tJ AJO Sd UP4 t211C7L, k' V1 L f nJ PC C 1 ! Sc Tc) F& -r / t l AJ (,U C, A o D &" i t eo U c .r_� f-, o % 'S 6 A 1('-> C. Contractor: 1J Ex7c-2(ot2 5cw-VtCES,IAX Contact: / OO< L TZEICl/LIrtJ Mailing Address: 1 wROS' M Y112..1 ,t l C— 1,121 U C- 1J (- Phone: SCK Sir) (-1 State License #: "JE ` T L. e 50 Z-7 C Liability Insurance: Bond: $ D. Building Permit # (if applicable): t­1 A Side Sewer Permit # (if applicable): E. ,0 Commercial ❑ Subdivision ❑ City Project ❑ EUC (PUD, GTE, PSE, CHAMBERS, OVWD) ❑ Multi -Family ❑ Single Family ❑ Other. INSPECTOR- M e6ONa-U, F. PAVEMENT: . ❑ YES [ENO G. SIZE OF CUT X H. Charge'$ CONCRETE CUT: ❑ YES ® NO 3PLICANT TO READ ANC IDEMNITY: Applicant understands by his/her signature to this application he/she holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made. against 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 and attorney fees by reason ofgranting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. t. . ♦ Traffic control and public, safety shall be in accordance with City regulations. as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155-305 .and must have certification verifying completion of. the required training in their possession. ♦ Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City - approved material prior to the end of the workday - NO EXCEPTIONS. ♦ Three sets of construction drawings of proposed work are required with the permit application. I HAVE REAKi�VE ABOVSE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THAT4I�UST MAKE T • E NK C PY OF THE PERMIT AVAILABLE ON SITE AT ALL TIMES FOR INSPECTIONS Signature: =ttdt e! Date: Z 7le; I (Contractor or Agent) CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK FOR CITY -USE ONLY Approved by:A&e6 • Right -of --way Fee: 7� 5 5 Time Authorized: Void After, -3/ ly Disruption Fee/Fund 111: Special Conditions: Restoration Fee: /y? ? :&aC& y_e f/3, a=-,z Total Feed 25. r ..o, �%%�/.t ve f� �%7+t(?�17eai% Receipt No: rT�r Issued Fz-- UPON COMPLETION OF PERMITTED.WORK, AN ENGINEERING FINAL INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS COMMUNITY DEVELOPMENT CODE. i FINAL APPROVAL OF PERMITTED WORK: INSPECTO 'S G ATURE DATE: For inspection requirements see Engineering Information Handout. NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE vVFsTC-gjj ►dC- �}(J�S S Z 'T1�I2.D G� O P M& s C Szz�S id sep ilm • AjelIA4;�- ;4�71a 890.199 CITY OF EDMONDS 250 - 5TH AVE. N. • EDMONDS, WA 98020 • (206) 771-0220 • FAX (206) 771-0221 COMMUNITY SERVICES DEPARTMENT Public Works • Planning • Parks and Recreation • Engineering LAURA M. HALL MAYOR August 22, 1995 Mailed 8/22/95 Karen Wiggins Jack Wiggins Construction Co. Inc.. 152 3rd Ave. S., #202. Edmonds, WA 98020 Subject:. Handicapped accessibility on 3rd Ave. Dear Karen, I investigated the matters you referenced in your letter of May 3, 1995. When the wheelchair ramps were located and constructed at 3rd and James, the project engineer had the contractor build the ramp to create the maximum space possible for manipulation of a wheelchair. Unfortunately, because of the location of the power pole, there is an interference to the ramp. Unless the power pole were to be relocated by the P.U.D., which you know is a very expensive procedure, no improvement is possible. After doing a field inspection of 3rd and Main, we realized that only one handicapped accessible ramp was installed at the northwest corner. I discussed this with the project manager who was in charge of the installation of the ramps at this location. We are researching the whys and wherefores and will let you know what the reasoning was when we uncover the mystery.. When timing the signal at 3rd and Main, I was required by the manual to set the walk time at 4.5 to 6.0 seconds. Taking into account our more elderly population and the needs of the less mobile, I set the walk time at 8.0 seconds. I also increased the walk clearance timing so the pedestrians have a total time of 16.0 seconds to cross the roadway. I believe this is adequate. for the mobility of the pedestrians without unduly delaying the vehicles that use the roadway. If you have any questions, do not hesitate to contact me at 771-0220. Thank you for your interest and concern in this matter. Sincerely, ordo C. Hyde Engineering Coordinator GCH/sf Walk WIGGINS.DOC • Incorporated August 11, 1890 • Sister Cities International —. Hekinan, Japan Jack Wiggins Construction Co., Inc. Commercial & Residential Contractor MAY 03, 1995 Gordy Hyde City of Edmonds Dear Gordy: JACKWC*240136 (WASH) RFCF 1V C` MAY 3 1995 ENGINEEH&I", While recently accomanying my brother, who has Cerebral Palsy and is in a wheelchair; on a walk from our building over to Main'Street, we encountered a couple of problems with curb. cuts that I would like to bring your attention to. Possibly they could be looked into and corrected. The first one is at the SW corner of 3rd and James. It is impossible to use that curb cut. If you do you would run right into the power pole. This necessitates going into the street. On Sunday, I had occasion to speak with a local resident, also in a wheelchair. He said he cannot use it either and has to go out into the street also. The other problem is that.there is no curb cut at :the NW corner of 3rd and Main (by Metropolitan Bank). That also means you have to go out into the street. In addition, the walk signs sure could be longer. We never notice these things unless putting ourselves into the shoes of the handicapped. Thank you. Sincerely, K trnM. Wiggins 152 3rd Ave. South, Suite 202 • Edmonds, WA 98020 • (206) 776-1143 • FAX NO. (206) 774-3336 {?Rj? �jrti"is"`adx �rqn 1�e'' "��— �,1' I' ,;�^tyr +. r i,Si.✓� - � Ki t.:gr,. City of Edmond �. RIGHT-OF-WAY CONSTRUCTION --AMNM— J890-19�0 PERMIT A. Address or Vicinity of Construction: 152 3 Ave S Permit Number. / " / "Iz5y Issue Date: B. Type of Work (be specific): Ins tall Curb Cock i, C. Contractor: Washington Natural Gas Company Contact: Frank . Swan Mailing Address: 815 Mercer St Seattle WA Phone: 224-2278 State License #: 913111 Liability Insurance: Bond: $ D. Building Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ Multi -Family ❑ Single Family INSPECTOR: Side Sewer Permit # (if applicable): ❑ City Project x❑ Utility (PUD, GTE, WNG, CABLE, WATER) ❑ Other INSPECTOR:,;{Ga�Ft F. Pavement or Concrete Cut: ® Yes ❑No G. Size of Cut: 2 (2_ x 4) H. Charge APPLICANT TO READ AN IGIN INDEMNITY: Applicant understands and by his signature to this application, agrees to ho ity o(Edmonds harmlfrGa"mages, or r unforeseen, that may be made against the City o Edmonds or an �flr or claims of any kind or description whatsoever, (oreseen o % y g y f Y P employees, including or not limited to the defense o(any legal proceedings including defense costs, and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. Construction drawing of pro osedework required with permit application. `A 24 hour notice is required Tor inspection; Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City rgq,ulations as required by p,he.City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the above statements and understand the permit requirements and thepink copy of the permit will be available on site at all time nspection urposes. Signature: 1A Date: July 26, 1994 (Contractor or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY: WA f44,0tt RIGHT OF WAY DEPOSIT ~ TIME AUTHORIZED: VOID AFTER�T DAYS DISRUPTION FEE/FUND.1-11 :'�� SPECIAL CONDITIONS: Q—7 RESTORATION FEE: • "7 PERMIT FEE: O 00 TOTAL FEE: COMMENTS: RE�EIPT. FEE: DATE: ISSUED BY: NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE I Engrg. Div. 1991 AMEsfY�6�ovCerrieerw� ' Addendum to : City of Edmonds - Right of- Way ,. Permit Application _ Sub_mitted -by: -- Guyla Connors - - - ---- -- - —Engineering-Aide. - -- _. Washington. Natural- Gas - - - 521-52.48 ' f / 52 ' 3 �YR i/: S, a Vet. N q,N _ - >. 2xq cu T i� �w Yo _ 1N$700U_ VRLVr ❑ _ D .�✓ 3Z, flp- -. WNG to window - _.Key: Water main depth water unknown - - _ -__: -g- gas " gas main _-ss- __. -- $ sewer water hydrant water valve 815 Macs St. (P.O. Box 1869). SMtk, W" 98111 (206) 622-6767 a R:'7:;'s++ r f '�t'14 �. � .. ., - ,.,.f'.,_::..•a '�"..!`�M,.c` .� �+. _. .--y:p.....y ...:.-. � r .. - t•,-.� •'�,� �..., •,.'i��j��1Z� '�'�' 'y � � � +°'S`*^Y� �.•�t� .iq�r;>r� ' �--»1�'Z ��t r "�T ih.�.,.`".. �r"' t' , . City of ha ncqp RIGHT -.OF -WAY CONSTRUCTION a� rILIZe M �, PERMITS "� Permit Number:CA 9a az, N Z' 1 F *; Issue Date A. Address or Vicinity of Construction: 152 A — B — C 3 Ay. So. 890-199 �. Type of Work (be specific): Install New Service C. Contractor:Nate.pany Contact: Fram$ Swan Mailing Address: , Phone: 224-227R State License #: 9811 Liability Insurance: Bond: $ D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ City Project UXUtility (PUD, GTE, WNG, CABLE, WATER) ❑ Multi -Family ❑ Single Family ❑ Other INSPECTOR: INSPECTOR: �/`J t 7 g✓1 t F. Pavement or Concrete Cut : KRYes ❑No (1)G. Size of Cut: 2 x 4 H. Charge $ @r Gas) . APPLICANT TO READ AND SIGN• -' % /)) ��%% +• INDEMNITY: Applicant understands and by his signature to this application, agrees to ho�tthe,&t*v�Nof Wie�i ry of Edmonds harmless frotrt inj�,rda es, or mr claims of any kind or description whatsoever, foreseen or unforeen, that may be made iikai Edmonds, or,any of its departments or employ- ees, including or not limited to the defense of any legal proceedings including defens'e., loAu`Fn� pttorneyfees by reason of gr'ng.tltis permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF-0 YEAR FOLLOWING THE FINAL INSPEC77ON AND ACCEPTANCE OF THE WORK. ES77MA7ED RESTORA77ON FEES WILL BE HELD-�11,_ TFfE ki'&AL'S7REET PATCH IS COMPLETED BY CITY FORCES, AT WHICH 77ME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUAk&TO THE APPLICANT. Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection;, Please call the Engineering Departm fa Work is to be inspected during progress and at completion. 1�,�® Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in.accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the above statements and understand the permit requirements and the pink copy of the permit will be available on site at all times for inspection purpose tl Signature: /r/ Date: July 18, 1992 (Contractor or Agerit) Engrg. Div. 1991 FIELD INSPECTION NO S (F I I I - Route copy to Street Dept.) Comments: Diagram• CONTRACTOR CALLED FOR INSPECTION ❑ YES ❑ NO Partial Work Inspection by P. W.: Work •Disapproved By: Date: FINAL APPROVAL BY: Date: Eng. Div. July '0 is V��N j on G_ a Natu i1 E •v4wv ponbw;N GmCQN 162 •A" _ .g._.C„ Sv. 9 AIV S 152 A - S -C U Addendum to City of Edmonds Right of Way Permit Application Submitted .by: LR`c,Ela.�D Hi��ARp .Engineering Aide Washington Natural Gas 622-6767 X2761 pager 1 C2 X4� @ CaAS ��y•�5Aw w- o" 'WNG to window Water main depth \ unknown gas main EDMOND NEW CON T., L It Awy ; -w- water -g- gas -ss- sewer water hydrant 915 MM= St (PO. Box IM9). Seenje. WA 98111 =6) M-676 • RECEIVED STREET FILET USE PERMIT APPLICATION Name of Applicant or Business: J U L 1 7 1992 PUBLIC WORKS 0EPT Date Received -?C> Date Issued %-o?p-YZ Permit No. ya y !r 1 Mailing Address:' _., �- :- Telephone No: 3 Address of Public Use: ********************************************************************** 1. DESCRIBE THE PUBLIC PLACE OR PORTION OF PUBLIC PLACE TO BE UTILIZED: n t — _ / _,.loll A _ A /J Attach an appropriate plot plan or a evation view. RECEIVED JUN 3 01992 2. SPECIFY THE TYPE OF USE DESIRED: DES. 3. SPECIFY LENGTH OF TIME FOR USE` The issuance of this permit is understood y the app icy ant t temporary nature and that no vested right is granted. INDEMNITY: The applicant understands and by his signature to this app—Tication, agrees to hold the City of Edmonds harmless from any injuries, damages or claims of any kind or description 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 or any legal proceedings including defense costs, court costs, and attorney fees by reason of granting this permit. In addition the applicant understands that the City shall be provided a certificate of insurance to indemnity and hold harmless the City of Edmonds from all claims and/or property damage, and naming the City of Edmonds as an additional insured. CODE APPLICATION: By signing the application below the applicant warrants that s/he has read or ha a opportunity to read Chapter 18 of the Edmonds Community Developme t C de, nd s/he understands that all terms of that Ordinance are inc ora a erein as if .set forth in full and this application and p m re ore are subject to the terms of that Chapter. plicant Signature Page 6 of 8 1/89 -Street Use Permit Application �- Page Two :SIGNATURE OF APPROVAL FROM ABUTTING PROPERTY OWNERS - When applicable; ifthe street use proposal is for utilization of City right=of-wa'y that may directly impact any adjacent business or private property owners, the applicant shall.obtain written approval_ from the %ne-i (This requirement will be evaluated by'the-'City after initial submittal of the permit has been made by the applicant.) j SIGNATURE PRINTED NAME ADDRESS DATE ff , DO NOT WRITE BELOW THIS LINE FOR CITY USE ONLY City -Council . Auroval Date ADB Approval Date Certificate Of'Insuean4 Posted ' Bond Required. SIGNATURES OF PERMIT 'APPROVAL FOR ISSUANCE F�i'ref Department Date 7 - -�f.2- _Lk�Police Department Date 1_11 Engineering Dept Date Building Official Date !' Public Works Date REMARKS/COMMENTS: d " e � PERMIT.N0.• 07 // DATE OF ISSUANCE `.; RELEASED B RECEIPT NO. BUILDING PERMIT NO.�) .v Page 7 of 8 '1/89 -2 02 S.E. 1/4, SEC. 2 T.27N., R.3 E.W.M.O. � BNRR Ig 0 PUGET SOUND 3 6 �� 32 Vol IAD 700 .200 Ip0 i0 '.5� SCALE bV FffT 508 !6 4 A— 11,6 Af � � • 1 ar it �^ C 9 �� �( r j A) j3 C 1 e � 4 �o � • l� ioi /7/ 4t'° i i / Pit ' N1N« , i II j M'Alk !j /i i [L cAr' rww Eoonw0�3 �j /4G ; !45 130 125 1 '� 1 7 c[WritR� �. - � � � � o � N try► E` �' w �� N _ !40 i 120 DAY'TONu ''ST. I . AY � ! TON-• -l'�_ � �� _. Y ° 190 p. Ito EOM.rs urr 9 M., f 249 2O2,W , /J.. ►IWMT �03 N 216 57A L. 1 s>tnllu sf 0 N y tAM,MfM7 lOMM10s tl0 I 3 slw�s R2l 21.5 228 Q 1 ' a ?22 223 22 22l h s"i e' z2s 232 j 2s aw"Is MAPLE Inlla,�� 5 pgaso. - n.m 54vI1RG Q 2- w/Iw,wn AA/T M . ?7 ?29' LINq t o YIO I3o f — —•� _A!o 173 Q. Y79 303' L A 71I _ �7 3'11 Ih.na*Ic q Iz3 .w �/s `s» Zs� 316A,1DER` . uui�o �+ r00� O 324 s w' 410' gECK's /S(o cz 3s:A 32� Zi7 405 IS fA 1 w,Oiir�"u. Y7k 271 4LO s WICoLI/* 33t 4�T7 $34i34i 4044 414 412 4,04o9 3O4 05 v iFa s / ✓L J ;,p,, 420 AP V $14'"f SISr WILDLIFE 50MONDS PARK SCAvPT 6a S/Sz 530PANCAK6 1lEN6E APT• �f2'4 IUus fucLEAMERf FMn't 1 1]'4 ?iL 4330 SSo .�ARr 0 BUILDING JUL 15 1992 M E M O R A N D U M July 15, 1992 TO: Sharon Nolan, Permit Coordinator FROM: Gordie Hyde, Engineering Coordinator �. SUBJECT: STREET USE PERMIT: 152 - 3RD AVE. S. I have reviewed the subject -street use permit and have the following concerns: 1) I voice the same concern as Chief Pr.inz's #1. Contractors would enjoy a better working.relationship with the City if they would get the necessary permits before doing some action. 2) Flashing barri-cades-must be-mai-ntai-ned°around the dumpster for the duration of the permit. 3) This pe.r-mit-will be val-id_through August 31, 1992,._at which time the dumpste.r must be removed from public right-of-way. 4) The dumpster cannot protrude beyond the parking lane and must be. placed immediately adjacent to the porta-toilet on the south side of the mobile office. This will allow parking (3 hour limit) south of the dumpster and will allow the Community Transit coach operators to negotiate their turning movements more easily. When the dumpster is relocated-per—i-tem #4=; .L wrll �recommerycr ap,proval of the permit GCH/sdt 3RDSTUSE/TXTST530 V, -bra T-le July 13, 1992Q Cam`''"9"S'I� ;W l V JUL 3 �p 4. TU wvl—.-Q MEMO TO: Sharon Nolan b �- �� -� y (� �j e -� vt 40 iLe -� 1. V Lk Permit Coordin FROM: Dan Prinz Chief of Police Phu n n () ( O � c i - n •�4 -f�iQ �ecY SLTWECT: STREET USE PERMIT - 152 THIRD AVENUE SOUTH ale ) t c4, I have reviewed the Street Use. Permit Application from Jack Wiggins Cbnstruction at 152 Third Avenue South. I have the following concerns: 1. The application indicates that the applicant requested permission on June 30, 1992. The dumpster was in place before the application was requested. This is the same thing that happened with the mobile office at the same address. 2. The dumpster does not have any reflectors on it to help warn motorists of its existence. 3. Neighbors complained• about the mobile office when it was installed, saying that it took up needed parking. I do not see that the applicant has secured signatures from abutting property owners or affected property owners in the area regarding this concern. 4. The dumpster stands out farther than any parked vehicle on the street, which makes it a potential hazard. 5. The dumpster is unsightly. We are constantly trying to beautify our streets with corner parks and hanging baskets. This dumpster really detracts from these amenities. 6. The sidewalk has been torn up/removed and cannot be used by pedestrians. This has been ongoing for the past six months. This is not only inconvenient but is dangerous because some pedestrians must cross the street in the middle of the block. DP/aec _ WIGGINS/TXTDP 14L( 11U6y)6-'Z'r5 Pettit-Morry Co. INSURANCE BROKERS June 30, 1992 City of Edmonds 250 Fifth Avenue North Edmonds, WA 98020 RE: Jack Wiggins Construction Co., Inc. We are enclosing the following: Your policies as requested. Your renewal policy continuing similar insurance. Your copy of the policy. Endorsement to attach to your policy. Invoice for $ /x/ Certificate of insurance. Loss payable endorsement. Form for your completion, signature and return. Please contact our office if you have any questions concerning the enclosed. Sincerely, BeverlylCdya Account Administrator /BC Enclosures) cc: Jack Wiggins Construction Co., Inc. 520 PIKE STREET, 20th FLOOR • SEATTLE, WA 98101-4095 • PHONE: (206) 447-0500 • TELEX: 272047 PTMY UR • FAX: (206) 447-5897 A '401a�. Pettit-Morry Co. 520 Pike Street Seattle, WA 98101 206-447-0500 Jack Wiggins Const. Co., Inc. 152 - 3rd Ave. S. Edmonds WA 96020 CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BV THE POLICIES BELOW. COWANIES AFFORDNG COVERAGE COMPANY A LETTER North P ac i f i c COMPANY B LETTER COMPANY Ci LETTER COMPANY D COMPANY LETTER E THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITHRESPECT 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 SHOWNMAY-HAVE BEEN REDUCED -BY PAID CLAMS. DO TYPEOF RAURANOE POLIOYNUM BER pOL�YFfFE0T1YE pOL1OY EXPIRATION LIMITS L DATE(MM/OD/YY) DATE(MM/OD/YY) wv..�u...i w I I GENERALAGGREGATE 2000000 A X COMMERCIAL GENERAL LIABILITY CLAIMS MADE F_x� OCCUR. & CONTRACTOR'S PROT. CO2109815 5/13/92 5/13/93 PRODUCTS-COMP/OP AGO. = 2000000 PERSONAL & ADY. INJURY i 1000000 .. EACH OCCURRENCE = 1000000 XOWNER'S FIRE DAMAGE (Any one lire) 1 50000 MED. EXPENSE IAny one perso = 5000 A AUTOMOBILE LIABLITII X ANY AUTO All OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS GARAGE LIABILITY CO2109815 5/13/92 5/13/93 COMBINED SINGLE LIMIT _ 1000000 BODILY INJURY (Per person) = BODILY INJURY (Per accidenU 1 PROPERTY DAMAGE i p EXOESSLIABLITV UMBRELLA FORM OTHER THAN UMBRELLA FORM ECL1563 5/13/92 5/13/93 EACH OCCURRENCE = 1000000 AGGREGATE = 1000000 WORKER'S 00blIM SATION AMID EMPLOYERS'LIABLRY STATUTORY LIMITS EACH ACCIDENT _ DISEASE -POLICY LIMIT = i CISEASE-EACH Et.1PLOrEE 4 OTHER DESORIPTNNd OF OPERATxwwTaOATIONSIYEHIOLESISPEOIAL ITEMS work performed by the Insured for the Certificate Holder. It is understood and agreed that t E City of Edmonds is named as an add. insrd. & held harmless from all claims and/or proper damage, subject to the conditions of Form CG2012 attached CeR'TIFIC T CANCELLAT ON ..... . ! .. ... :. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL 1qWKK@Pb #> MAIL 30;., DAYSWRITTENNOTICE TOT HECERTIFICATEHOLDER NAMEDT0THE City of Edmonds LEFT' 250 Fifth Avenue North `"" xx Edmonds, WA 98020 AUTHOR RE ATwE sJ 762395000 ............... ... `„� ... �.v. ,.... 1... :.:. ''.w�•�.r � ri►Ai\�-i'Y:i.'Lk`f'%iw�. .. JUN 30 '92 15:18 PETTIT-MORRY 4475897 P.2i3 IaaLROATZ(MM/DO/YY) j rr =����R[SIRWTVICATE MMUA ANL) wli"Aw 1� MAI I OF INFORMATION ONLY CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE RECEIVED DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE Pott it—Mor ry Co. POLICIES BELOW. 520 Pike Street J U N 3 0 1992 COMPANIES AFFORDWG.COVERAGE Seattle, WA 98101 206-447-OSOO PERMIT COUNTER ,LV, ER A North Picific 1 Co. COMPANY LETTER B _ Jack Wiggins Const. Co., Inc. SO[TPRHY C 152 - 3rd Ave. S. Edmonds ,��R"" D WA 98020 LL911ER� E POLICIES OF INSURANCE LISTED BELOWHAVEBEENISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD ^THIS IS TO CEE ANY REOUIRE MENT, TERM OR CONOITIONOF ANYCONTRACTOR OTHER DOCUMENT WITHRESPECT TO WHICH THIS INDICATED. NNG MA BY THE POLICIES C IS SLIB.lECT ip ALL THE TERM5, HAVE D.CLDAMS.EIN 7BEHO EXCLUSIONS NS OF SUCH POLICIES. LIMITS SHOWNMAOY BEEN EDUCED B.YP Oo TYPEP4NOYMUAaTa•A L PoLIovamwwa POLIOY I, wwAT LMARf OATZ(MMMO/YY) OATZ(MM/CO/YY) e9WERALLLAOLITY 01NEAAL.AGGREGATE 200 A COMmIEAC1AL GENERAL' LIABILITY CO2109915 5/13122 5/13/99' �D�Ts-��� AG6 s 2 00 CLAIMS MADE l_ �.I OCCUR. PERSONAL & ACV. INJURY i 000000 •• OWINER'S & CONTRACTOR'S PROI. EACH OCCURRENCE = 7 00 000 1IRE DAMAGE one Iird t 0000' MID. EXPENSE (A one rs = 000 avYonloereuA8lLlT.v COMBINED SINGLE t A X ANY AUTO CO2109015 5/13/.92 5/13/93 LIMIT 1.000000 ALL OWNED AUTOS BODILY INJURY = (Per Person) SCHEDULED AUtO$ HIRED AUTOS BODILY INJURY (Per accident NOWOWNED AUTOS GARAGE LIA01111Y PROPERTY DAMAGE t r1(CEYYLJABLITY EACH OCCURRENCE $ 1000000 A LMBRELLA FORM ECL1563 5/13192 5/13/93 AGGREGATE 1000090 OTHER THAN UMBRELLA FORM STATu10RY LIMITS WORKCRWS OOMP04ATMM IACH ACCIDENT AFn DISEASE -POLICY LIMIT i EMPLOVOWLIABLITV DISEASE -EACH EMPLOYEE' f OTHER OESCRgT'1pN o/ OPGiATiONiA.0OAT10MilYlNIOL.W=PEOIAI. ErlAli Work performed by the Insured for the Certificate Holder. it is understood and agreed that tie City of Edmonds is named as an add. insrd. & held harmless from all claims and/or propert damage, Subject to the conditions of Form CG2012 attached.. e s R MI=1.::.:. Cl�.� P.s ssn .:s3»ir v'"77,7:<YK�' xe °xz xx s�sw ,.•n�. SHOULD ANY OF THE A80VEDESCASED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE: ISSUING COMPANY WILL �t) MAIL 30 OAYSWRITTENNOTICETOTHECERTIFICATEHOLOERNAMEOTOTHE City of Edmonds r LEFTS 250 Fifth Avenue North Edmonds, WA 98020 <' AUTHOR aYAt4 762395000 x / e TI q AGOR4�`4S•B±e f > r, >, r�w�e- AGO$Ri�rQR.PORQ+1: K;5 �a6«cc,; . JUN 30 '92 15:19 PETTIT-MORRY 4475897 P.3i3 0* POLICY NUMBER: CO2109815 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED-- STATE CAR POLITICAL SUBDIVISIONS -PERMITS, This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART, SCHEDULE State Qr Political Subdivision: City of Edmonds (If no entry appears above. information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO l'S AN INSURED (Section II) is amended to include as an insured any state or political subdivision shown in the Schedule, subject to the following provisions: 1. THis insurance applies only with respect to operations performed by you or on your behalf for which the state or, political subdivision has issued a permit. 2. This insurance does not apply to: a. "Bodily injury." "property damage.' 'personal injury" or "advertising injury" arising out of operations performed for the state or municipality; or b. : "Bodily injury" or "property damage" included within the "products -completed operations hazard." i CG 20 12 11 85 Copyright, Insurance Services Office. Inc., 1984 0 July 13, 1992 MEMO TO: Sharon Nolan Permit Coordinator FROM: Dan Prinz Chief of Police SUBJECT: STREET USE PERMIT - 152 THIRD AVENUE SOUTH BU1colros JUL 13 199Z I have reviewed the Street Use Permit Application from Jack Wiggins Construction at 152 Third Avenue South. I have the following concerns: 1. The application indicates that the applicant requested permission on June 30, 1992. The dumpster was in place before the application was requested. This is the same thing that happened with the mobile office at the same address. 2. The dumpster does not have any reflectors on it to help warn motorists of its existence. 3. Neighbors complained about the mobile office when it was installed, saying that it took up needed parking. I do not see that the applicant has secured signatures from abutting property owners or affected property owners in the area regarding this concern. 4. The dumpster stands out farther than any parked vehicle on the street, which makes it a potential hazard. 5. The dumpster is unsightly. We are constantly trying to beautify our streets with corner parks and hanging baskets. This dumpster really detracts from these amenities. 6. The sidewalk has been torn up/removed and cannot be used by pedestrians. This has been ongoing for the past six months. This is not only inconvenient but is dangerous because some pedestrians must cross the street in the middle of the block. DP/aec / �. � ►� o T a 13 4 y- are Ca�l�-Q w:�-► . WIGGINS/=P L j L( n u M bars 8 9 0 - 1 9"- City of Edmond# RIGHT-OF-WAY CONSTRUCTION EET E PERMIT Permit Number: Issue Date: A. Address or Vicinity of Construction: 152/ 160 - 3rd Ave. SOUth , Edmonds B. Type of Work (be specific): Sidewalks, Curbs & gutters C. Contractor: Jack Wiggins Construction Co.INContact: Jack Wiggins or Galen Wilson Mailing Address: 152 _ 3rd Ave Smith Phone: 776-1 143 State License #: JACKWC*240BB Liability Insurance: Yes* Bond: $6,000 D. Building Permit # (if applicable): 910786 Side Sewer Permit # (if applicable): 1296478 E. ® Commercial ❑ Subdivision ❑ City Project ❑ Utility (PUD, GTE, WNG, CABLE, WATER) XJ Multi -Family ❑ Single Family ❑ Other INSPECTOR: INSPECTOR: F. Pavement or Concrete Cut : ❑ Yes XJNo G. Size of Cut: " x H. Charge $ APPLICANT TO READ AND SIGN INDEMNITY. Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeen, that may be made against the City of Edmonds, or any of its departments or employ- ees, including or not limited to the defense of any legal proceedings including defense costs, and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPEC77ON AND ACCEPTANCE OF THE WORK ES77MA7ED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH 77ME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICAk. Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Departm Work is to be inspected during progress and at completion. 7�,9.®® Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the o hem"" a s and understand the permit requirements and the pink cqpy_q41Ae permit will be available old site at all ti tes t spe on purposes. Signature: Dat f� (Contractor or Agent) CALL DIAL -A -DIG PRIOR,TO BEGINNING WORK FOR CITY USE ONLY :T....G >APPROVED BY.:RIGHTOF WAY DEPOSIT.: ..,. :✓ _. TIME,AUTHORiZ.ED:;VOID AFTER DAYS:: DISRUPTION.. FEE/FUND 1S1;i;,: ;:;SPECIAL CONDITIONS: RESTORATION FEE::: _.. /IYriwt� 1!/ t;p'.. I _... -. - L)a'x,+ PERMIT FFF.. COMMENTS::: , . RECEIPT:NO::.. DATE.:.. ISSUED BY:.; /IL, __.. _... SHALL BEGIN PRIOR TO PERMIT ISSUAN Engrg. Div. 1991 CONTRACTOR CALLED FOR INSPECTION ❑ YES ❑ NO - Partial Work Inspection by P. W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: Eng. Div. Ju �.V.Ft.,a+kCF{hfis"»(y8'%�'Idn$'.`flt�J+ithk%�t'S'A�f�7E��"'i°``"�i-�^.�'`�';' hM.irVl�ff'"�"•^�'S����ic�r' fi A'TJvY.'t}aM�Mj.%Y,...'^l -t�w"�.(Vv�j};;'�,p•n,.i vsil�:cc�f,�'u+(+n^gN�.a.Ndff'!..-vrc a Z 0 W a E- U a O .CTY OF EDMONDS l ermit No. COMMUNITY SERVICES DEPARTMENT RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date A. • Owner: Snohomish tounty RuDdiaEgh_; B �� frontxactor: Nye Box 1107 ,' Name Mailing Address Mailing Address Everett WA 9820E City State Zip City" State Zip Bob Bacon 347-4328 PROJECT ENGINEER: State License Number Telephone Number C. • Address or Vicinity of Construction: 152 3rd Ave S_9uth Type of Work to be Done: Tnetall concrete pedestal in sidewalk area Wiggins Construction to pour new sidewalk section around pedestal. D. • Work.in Connection With: ❑ Sub or Plat ❑ Single Family ❑ City Projects 1 Commercial ❑ Multifamily 1)0 Utility E. • Pavement Cut: ❑ Y ❑ N F. • Size of Cut: X APPLICANT ,TO .READ AND SIGN INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from any injuries, damages, or claims of any kind or description whatsoever, forseep or unforseen, that may be made against the City of Edmonds, or any of its departments.=or-.employees, including,or/6t5imiie$to the defense . of any legal proceedings including defense costs, court costs, and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE'OF THE WORK. Estimated restoration fees will be held until the final street patch is completed by City forces; at which time a,debit or credit will be processed for issuance to the applicant. • A 24 hour notice is required for inspection; Please call Engineering: 771-IPM, 9 Work is to be inspected during progress and at completion. . • Restoration to be in accordance with City Code. • Street to be kept clean at all times. - • Traffic Control to be in accordance with City regulations. , • All street -cut ditches must be patched with asphalt or City appred material prior to endlof workin ovg day; -NO EXCEPTIONS. 1-understand the a_boye and that this permit must be available at the job site for inspection purposes at all times. Date: 3/ 17/92 Owneror This Permit Must be Posted at the Job Site For Inspection Purposes Call DIAL -A -DIG Prior to Beginning Work APPROVED BY: �� ^� PERMIT FEE:�� Time Authorized: Void after v days. Restoration. Fee: . 5p cial Conditions: Receipt No.: Fund III Fee: — Street Cut Dimensions: x = $ RELEASED BY: Date INSPECTED BY ' Date NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div. March 1989 FIELD INSPECTION I I I - Route copy to Street Dept) Comments: Diagram: No CONTRACTOR CALLED FOR INSPECTION ❑ YES ❑ NO Partial Work Inspection by P. W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: Eng. Div. July 1985 (� 1476 PUBLIC -UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY 'REV•7/87. LOCATION �� ' q2 A,/ -s _ Sn (fy'"`S t AREA POLE NO. S a 1 /4 S Z3 T Z I R 3 DATE 3 -t �c = 1 Z W.O. NO. SOp-t�, 7 REASON FOR WORK girl:.. C = L+`�SI.ULi PEA ENGINEER Cj)���"� _ 0WG. NO.���OGCr C��►C�C�t 5 Co uS'�. DRAFTER U.G. NO. Z(o51Cu� I C l�.K� SCALE"10© — -- — DATE WORK COMPLETED APPROVED DATE PRINTED FOREMAN ENVIRONMENTAL ANALYSIS FEES R E Q � D $,-YES ❑ NO ® EXEMPT PARA. 1 8 ❑ NOT EXECMPT SUBSTATION M AZLEWoo 9 PRIMARY OVERHEAD O.H. U.G. COND. KV CIRCUIT NO. 1Z-~'��'� PHASE 5 ❑ RESIDENTIAL ADD CKT. FT. PH ❑ COMMERCIAL REM KT. FT. PH LEO# '®s '=$ NET CKT. FT. � O.H. U.G. COND KV SECONDARY OVERHEAD _ BASIC FEE $ ADD CKT. FT. PH / ®S / = S REM CKT. FT. PH P NET CKT. FT. P � � METER/CONY. POLE f PERMITS (DATE GRANTED) �— Z PRIMARY UNDERGROUND ❑TREE TRIM I I ❑ RESIDENTIAL ❑ STATE T TS ❑ COMMERCIAL ❑ COUNTY T BASIC FEE $ 9 CITY EVM'� LEU# /®s /=s ❑ EASEMENTS SECONDARY UNDERGROUND Cl REQUIRED ❑ NOT REQUIRED BASIC FEE ; UNDERGROUND PLAT DATE RELEASED BASIC FEE s FOREIGN CON ACTS k FT. ® S / = $ ClGTN W JP STREET LIGHTING. ❑ CATV JPN FT. ®$ / _ $ _ ❑ JOINT TRENCH GTNW & CATV ❑ JOINT BORE G NW & CATV WORK IN RIGHT OF WAY ❑ PRIMARY ❑ POLE STENCI NG ❑ SECONADARY (L FT. ® $_ � = S _ FROM TO _- TAKE OFF POLE MISCELLANEOUS FEES VAULT $_ PRE—CONSTR. REQUIREMENTS PERMIT $ T_ ❑ TREE TRIM ❑ PUD LOCATOR _ S ❑ BACKHOE ❑ FLAGGING s DONE CALL DATE _ _ s # INDEX POLES PLAT TOTAL DUE S LOGS U-MAP DATE PAID XFMR C-MAP RECEIPT/ _ LOCATION MAP PAGE _4—SA-�lc NEW SVCE APPLICATION# _ _ P2iM��2 Mil rll. 10 ET)"^5 zzz �S 3� 14 A N &I I o O iG .a, HANL-7 koll KvA 14AraC-1 I oo KvA T z2o � -X R ,,•,t . a1s3�DAV 0 -5 LL).o. 200Q Rai._ P- - 3z s1 -� 5C2 � SErz- :,, 'RcSA. 2-323I-S SEtz � r� awC--1 2 - L oo kvA t zo/Z4oV l— i�-7 IG-,,,,A IZo/z¢c�, -s/ 721G-%i c - p E.rz CoNTZ . 5 ; AN4 T) -5G"2 SE2 � S>✓2 � 0;�o"X '30" CONC.. Pez), inl SIDGWALtL RAq PAC�'�5v le(,M 4oAn Feo�-1 X FMiL To 8 e. �n .. ► i\t I 24" DESCRIPTION . V0104 Handhole, Secondary Concrete .I l i LOAD RATING: H-20; 20,000 lbs/Wheel (Includes 30% impact factor.) WEIGHT: 680 LBS. I � . (1oaw SNOHO M;SH COU P L-j� HANDHOLE, SECONDARY CONCRETE DATE 9-1-ss H-20 REV 11-30-M STDS. CH. STDS. ENGR. SMC NO. 0766496 COMPATIBLE .UNIT V0104 ■ �r4o� �-j1Tvu�. N ttA. OR 2 7 1992 Q L CW, s i ENGINEERING 'r. ET RECEIVE® STRE JAB! STREET USE PERMIT APPLICATION PUBLIC WORKS RU 2. Date Received / / S -9 Date Issued �-qL- Permit No. ,?Z_Z. Name of Applicant or Business:_ Mailing Address: S2 .- Address of Public Use: %2 3 /12�D Aj'�5 r�s ********************************************************************** 1 ESCRIBE JHEPUBL C PLACER PORTUN�F PUBLU PLA� �E U TILI ED: ach an appropriate plot plan or elevation view. 2. SPECIFY THE /�T/E / OF U D RED: Q f�X 40 &e 9� 14. S. 3. SPECIFY LENGTH OF TIME FOR USE �/'/C��• L The issuance of this permit is understood by the applican temporary nature and that no vested right is granted. eo ; 00 4MFc->�, INDEMNITY: The.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 description 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 or any legal proceedings including defense costs, court costs, and attorney fees by reason of granting this permit. I6 addition -the applicant understands -that the City shall be provided a certificate of insurance to indemnity and hold -harmless, the City of Edmonds from all claims and/or property damage, and naming the City of Edmonds as an additional insured. CODE APPLICATION: By signing the application below the applicant warrants that s/he has read or had the opportunity to read Chapter 18 of the Edmonds Community Development Code, and s/he understands that,all terms of that Ordinance are inc porated herein as if set forth in full and this application and p mi t-herefore are subject to the terms of that Chapter. �/`��a� Signaju e �Date Page ((6 oo--f�, 88 L. 1/89 C� � r -y Street Use Permit Application Page Two r 4" SIGNATURE OF APPROVAL FROM ABUTTING PROPERTY OWNERS When applicable; if the street use proposal is for utilization of City right-of-way that may directly impact any adjacent business or private property owners, the applicant shall obtain written approval from the neighbors. (This requirement will be evaluated by the City after initial submittal of the permit has been made by the applicant.) SIGNATURE PRINTED NAME ADDRESS DATE ********************************************************************** DO NOT WRITE BELOW THIS LINE FOR CITY USE ONLY City Council Approval Date 149�_ ADB Approval Date NA Certificate Of Insurance Posted Ye-5 Bond Required Al/� SIGNATURES OF PERMIT APPROVAL FOR ISSUANCE --;1/ ���� Z Fire Department 1J�c,o —SEE kte" Date k G Police Department L — � MCA Date — -f?� ZI Z Engineering Dept / % o e!:�Xl Date Clw �9Z Building Official Date 1. EZM1�1_14 Z - Public Works Date (--'? 1.- S Z P-A^ 2'Zy�iz' REMARKS/COMMENTS: -IC7- 4i° 4Cn5 ge RD471-= ,*V.0 i�.o/Cs>T� cuter PERMIT NO. ! Z —2— DATE OF ISSUANCE RELEASED BY JZE) RECEIPT NO. `��3d oc�S-O� l -1S `gyp) BUILDING PERMIT N0. Ad U � Page 7 of 8 1/89 , � r TO SUBJECT f f. Eam nct �et o 0 INTER -OFFICE CORRESPONDENCE 1x5ac FROM �� /R22-/DATE / amity of Eclmoncit INTER -OFFICE CORRESPONDENCE TO/LI/T �o.�/�N,4i--�2 FROM `-'• /"/Y�� DATE SUBJECT S � / T /2 �. C7 �DU2 �L,�ir/ S ccr fz.`'17 ,tat,,, `1 V pis" �•+J t h r r 1 STREE-T FILE M E M O R A N D U M July 15, 1992 TO: Sharon Nolan, Permit Coordinator FROM: Gordie Hyde, Engineering Coordinator )C. SUBJECT: STREET USE PERMIT: 152 - 3RD AVE. S. I have reviewed the subject street use permit and have the following concerns: 1) I voice the same concern as Chief Prinz's #1. Contractors would enjoy a better working relationship with the City if they would get the necessary permits before doing some action. 2) Flashing barricades must be maintained around the dumpster for the duration of the permit. 3) This permit will be valid through August 31, 1992, at which time the dumpster must be removed from public right-of-way. 4) The dumpster cannot protrude beyond the parking lane and must be placed immediately adjacent to the porta-toilet on the south side of the mobile office. This will allow parking (3 hour limit) south of the dumpster and will allow the Community Transit coach operators to negotiate their turning movements more easily. When the dumpster is relocated per item #4, I will recommend approval of the permit. GCH/sdt 0 Alberts 3RDSTUSE/TXTST530 0 Tee 0 Pv,i,CLQ a-.s C—lc> A �fo��-C��77CJJ e--- xxxxxXx 4c6 ,IxxxXXX 04Y7-00 STRO25-f' E OST TAvvd4 �"r2 Dl�� Lei�FiR.Y�iaA� �fo�o sib Al� � (zJIGL Gi�T �l%�iTELY �Jptl��Dfj �1n6��� GO�,U,o 5, zs f�jUR�'�1`?%z "2, � 77/�A.W ��I�i�,C�r 7 e7 P�lCWriou ZvrTf/ 7-A-55 �'IT� or e5o!z�/JOs �i&lI��A� D/)Yi�k7 �- TADS S Oe� r����ih/�r�cY �l=�B/?32�,�� ��Gc [-!fir ���'xoxr�����' � F�rl,�/fl—r r�l�nc 3Gi'i JF il�� LYrc OG S/�l�k� %�ut� �ffBJ-Gc� You !aAL ��� 6��y J `feP fps 9�T��. 1G Y� �/�E /�f�� ��sc�F�S l�iir� ��E r4�71ED h'`r 77(-�S �Pee�e/k T-e-,(� C-J-- .Ti Permit No: 124 ­A6f City offdmonds' k4l RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date: A. Address or Vicinity of. Construction: B., Type of Worl� (be specific): t5V-*:T !7�4504(t _rt-WA)CLO e:-97�055 A-294t - C. Contractor: _/4-CT3P_,1bf_ Z 2:Q6 'Ze-3- 7/z/ Mailing Address: 7, q -e 14, Phone: & OK cc? 9 j 7— Liability Insurance: Bond- $ 4'-1000 State License #:&c-- D. Building Permit # if applicable): Side Sewer Permit # if applicable): E. n Commercial F1 Subdivision ❑ CityProject F1 EUC(PUD,VEFJZ0N,PSE,AT&T,�0VWD) ❑ Multi -Family El Single Family n 'Other F. PAVEMENT CUT: 13 YES El NO G. SIZE OF CUT x .CONCRETE CUT: C1 YES El NO AN'LICANTTO M,"Al) ANI) Sl(,N INDEMNITY.• Applicant understands by his/her signature to this application he/she holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against 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 and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE, YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES 97LL .BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. 4 Traffic control and public safety shall be in 'accordance with, City regulations as required by the City Engineer. Every flagger must be trained as required. by (WAC) 296-155-305 and must have certification verifying completion of the required training in their possession. ♦ Restoration is to be in accordance with City codes. Ail street -cut trench work shall. be' patched with Asphalt or City approved material prior to the end of the workday — NO EXCEPTIONS. Three sets of construction drawings of proposed work are required with the permit application. CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK. IHAVE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THAT I MUST MAKE THE PINK COPY OF THE PERMIT AVAILABLE ON SITE AT ALL TIMES FOR INSPECTIONS Signature: Date:, (Con actor or Agent) FOR CITY USE ONLY Approved by:, Time Authorized: Void After Special Conditions:. 11ight-of-way Fee:,:, Disruption Fee/Fund 11.1: Restoratip,n Fee: Total Feed Receipt 'No'-, Issued by:, UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL INSPECTION IS REQUIRED. PER CHAPTER 18.00 OF THE EDMONDS COMMUNITY DEVELOPMENT CODE (Phone 425-771-0220, Ext. 1326), FINAL APPROVAL OF PERMITTED WORK. DATE: Inspector's Signature For inspection requirements quirements see Engineering Inspection Information handout. I---------- ............. . NO WOIZK SlIALL IH_J;IN NUOITTo iTimrr ISSUANCE DAMy Documents\Foims\Engnrng\�OWpermit. * doc 890:-19c� City 4 Edmonko, RECEwED RIGHT—OF—WAY CONSTRUCTIOMOV 2 5 199f PERMIT ENGI Permit Number: p Issue Date: A. Address or Vicinity of Construction: 152/160 3rd ke.S_ Edmonds B. 'Type of Work (be specific): Shoring C. Contractor: 'Jack Wiggins Construction Co. Contact:\, Jack Wiggins Mailing Address: _ Phone: 776-1143 ' State License #: JACKWC*240BB Liabi 'ty.Insurance: yp�l Bond: $ 6, 000 9 910786'"?a�� L 112y9�478 0� se�6 ���/ D. Building Permit # (if applicable). Side Sewer Permit # (if applicable): -F011Cy 9 1;U11U.96lb/tLLU/ld E. Commercial ❑ Subdivision ❑ ' City Project ❑ Utility (PUD, GTE,. WNG, CABLE, WATER) Multi-Fatnily. ❑ Single Family Other 5��aGh INSPECTOR: INSPECTOR: F. Pavement or Concrete Cut : ❑.Yes [MNo G. Size of Cut: x H. Charge $ U I'S L NT TO READ AND SIGN F3INDEMNITY: Applicantei'stiat s application, agrees to hold the City of Edmonds harmless from injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeen, that may be made against the City of Edmonds, or any of its departments or employ- ees, including or not limited to the defense of any legal proceedings incluing defense costs, and attorney fees by reason of granting this permit. THE CONTRA CTOR IS RESPONSIBLE FOR WORKMANSHIP AND MA TERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT,WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. -Construction drawing of'proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Department- 771-3202. Work is to be'inspected during progress and at completion: Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance wi6 City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the efidd of the working day; NO EXCEPTIONS. d„ NO WORK SHALL BEGIN..PRIOR TO PERMIT ISSUANCE Engrg. Div. 1991 r r ' FIELD INSPECTION NO (Fun 111 - Route copy to Street.pepts) . Diagram: CONTRACTOR CALLED FOR INSPECTION O YES O NO Partial Work Inspection by P.W.: t Work Disapproved By: Date: FINAL APPROVAL BY: Date: Eng. Div. h • '_- FILE STREW f STREET USE PERMIT APPLICATION Date Received 9' 3d'%/ Date Issued Permit No. 9'/-D(p Name of Applicant or Business: Jack Wiggins Construction Co-, Tnc Mailing Address:152-3rd Ave.So., Edmonds Telephone No: 776-114_1 Address of Public Use: 152-160 3rd Ave. South, Edmond-,, WA ********************************************************************** 1. DESCRIBE THE PUBLIC PLACE OR PORTION OF PUBLIC PLACE TO BE UTILIZED: Approximately 40 ft on West side of 3rd Ave_ Sn_ at. IS2-.= 3rd Ave. South, Edmonds Attach an appropriate pot plan or elevation view. 2. SPECIFY THE TYPE OF USE DESIRED: Job Trailer • 3. SPECIFY LENGTH OF TIME FOR USE 10 mnnt.h� The issuance of this permit is understood by the applicant to be of.a temporary nature and that no vested right is granted. INDEMNITY: The applicant understands and -by his signature to this application, agrees to hold the City of Edmonds harmless from any injuries, damages or claims df'any kind or description 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 or any legal proceedings including defense costs, court costs, and attorney fees by reason of granting this permit,. In addition the applicant understands that the City shall be provided a certificate of insurance to indemnity and hold harmless the City of Edmonds from all claims and/or property damage, and naming the City of Edmonds as an additional insured. CODE APPLICATION: By signing the application below the applicant warrants that s/he has read or had the opportunity to read Chapter 18 of the Edmonds Community Development Code, and s/he 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. Appli ant Signature Date Karen M. Wiggins, Vice -President Page 6 of 8 1/89 • Street Use Permit Application Page Two SIGNATURE OF APPROVAL FROM ABUTTING PROPERTY OWNERS When applicable; if the street use proposal is for utilization of City right-of-way that may directly impact any adjacent business or private property owners, the applicant shall obtain written approval from the neighbors. (This requirement will be evaluated by the City after initial submittal of the permit has been made by the applicant.) SIGNATURE PRINTED NAME ADDRESS DO NOT WRITE BELOW THIS LINE FOR CITY USE ONLY City Council Approval Date Certificate Of Insurance Posted ADB Approval.Date Bond Required SIGNATURES OF PERMIT APPROVAL FOR ISSUANCE Fire Department Police Department Engineering Dept Building Official DATE Date®--t 6 Date 930—ccj Date /6 •Z- it Date pro��rt we�f Public Works '' Y"1 LAIL Date /©-- I q 1.J.Ir REMARKS/ COMMENTS: -)K—AOT 7V .3e' 4oC47e-a w/� PERMIT NO. DATE OF. ISSUANCE RELEASED BY,�. ',Y'� RECEIPT NO. BUILDING PERMIT NO. 910 7e6 Page 7 of 8 • 1/89: 19 ' CERTIFICAOF INSURANCE • ISSUE DATE (MM/DD/YY) , 8/15/91 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND JUICER CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE " PETT I T-MORRY COMPANY I B 520 Pike Street, 20th Floor Seattle, Washington 98101 I COMPANIES AFFORDING COVERAGE COMPANY A LETTER NORTH PACIFIC INSURANCE COMPANY - - - — - -- __ COMPANY B LETTER INSURED Jack Wiggens Construction Co. Inc. COMPANY`. LETTER 152 Third Avenue S . Edmonds, WA 98020 COMPANY D LETTER COMPANY E� REPLACEMENT CERTIFICATE I LETTER COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ____EXCLUSIONS_AND � - Y - v i CO ; LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE EXPIRATIONi POLICY (MM/DD/YY) DATE (MM/DD/YY) LIMITS GENERAL LIABILITY 1 tGENERAL AGGREGATE - j $ 9 _0_Q0_,.O..O_O__. _ X COMMERCIAL GENERAL LIABILITY I PRODUCTS-COMP/OP AGG. is 2_, 0.00-,_O.00- {! A CLAIMS MADE! x OCCUR.' 1 CO 1109815 , 5/ 13/91 ' PERSONAL & ADV. INJURY $ 1_, O.00_,_OO.O_._ 5/ 13/92 X j OWNER'S & CONTRACTOR'S PROT -- _I I I EACH OCCURRENCE �� $ 1_,..000_,.0-QO__ t FIRE DAMAGE tire) , $ _ -(Anyone __5.0_,_000-_ MED. EXPENSE (Any one person)! $ nnn AUTOMOBILE LIABILITY _ I ANY AUTO COMBINED SINGLE LIMIT f $ -� ! ALL OWNED AUTOS ` BODILY INJURY �T,-- i' SCHEDULED AUTOS ! (Per person) $ --- HIRED AUTOS � I BODILY INJURY 1 NON -OWNED AUTOS (Per accident) $ `� iGARAGE LIABILITY 1 I { 4PROPERTY DAMAGE j I �$ j EXCESS LIABILITY EACH OCCURRENCE j $ UMBRELLA FORM j I AGGREGATE $ OTHER THAN UMBRELLA FORM STATUTORY LIMITS WORKER'S COMPENSATION —�--- EACH ACCIDENT Is ' - F - DISEASE -POLICY LIMIT_1 $ AND EMPLOYERS' LIABILITY I DISEASE -EACH EMPLOYEE j $ -� -� I OTHER I IIy I I I 4 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS Street Permit for Job Tr_ai.l.er.. at Third and Dayton, Edmonds, Washington. It is understood and agreed that the City of Edmonds is named as an additional insured and held harmless from all claims and/or pro arty damage as pertains to the named permit, subject to the condi- CEF71I�TE L attar e . CANCELLATION City of Edmonds SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE u i l d i ng Division EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL )MRF(*VQftKA 40 50 5th Avenue North MAIL 1O_ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE Edmonds, Washington 98020 LEFT, ®UTXFA)LUAE)TO)QAArL SUOti NOMCF( SAAlx WPRSF(NQ ,wLWAXIO)4 ()p LTAEPLIW OF ANYX(IND UPON THDCOMPANX lib AfeNTSOA FtkPKSgNMT;VES. AUTHORIZED R ESENTATIVE Pettit-Morry Company Daryl A. Cody ACORD 25.S 7/90 CACORD CORPORATION 1990 POLICY NUMBER: • This C01109815 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - STATE OR POLITICAL SUBDIVISIONS -PERMITS modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE State Or Political Subdivision: i City of Edmonds (Ifni) britry appears above, information required to complete this endorsement will be shown in the Declarations as ep licable to this endorsement.) WHO IS AN INSURED (Section ll) is amended to include as an insured any state or political subdivision shown in the Shhedule, subject to the following provisions: 1. 4s insurance applies only with respect to operations performed by you or on your behalf for which the state or political subdivision has issued a permit. 2. T is insurance does not apply to: a. "Bodily injury," "property damage," "personal injury" or "advertising injury" arising out of operations performed for the state or municipality; or b. 1 "Bodily injury" or "property damage" included within the "products -completed operations hazard." Copyright, Insurance Services Office, Inc., 1984 iJ CITY OF EDMONDS 250 - 5TH AVE. N. • EDMONDS, WA 98020 • (206) 771-3202 COMMUNITY SERVICES: Public Works • Planning • Parks and Recreation • Engineering 890_19y October 15, 1991 4 ri FILE. Jack Wiggens Construction Co., Inc. 152 - 3rd Ave. S. Edmonds, WA 98020 SUBJECT: STREET USE PERMIT #91-06 AT 152 - 3RD AVE. S. Jack, LARRY S. NAUGHTEN MAYOR PETER E. HAHN DIRECTOR M_4_1�w 1 01 fs/9/ Pursuant to our phone conversation and on -site meeting this morning, it must be understood that the present location of your job trailer creates a hazard to public safety and, as such, must be relocated or removed. The 12 foot wide trailer extends approximately 8 feet, 3 inches from the curb, leaving approximately 11 feet for a travel lane for southbound traffic on 3rd Ave. S. You indicated that you thought the trailer could be moved as much as 1 foot west, and that you would contact me to let me know when the relocation could take place. Your cooperation in this matter is appreciated. Sincerely, ORDON C. HYDE Engineering Coordinator GCH/sdt WIGGENS/TXTST530 ()95z, Alberts A Incorporated August 11, 1890 a Sister Cities International — Hekinan, Japan LSA No. 2498 LOVELL-SAUERLAND & ASSOCIATES, INC. 19400 33rd Avenue W. Lynnwood, WA 98036 DRAINAGE CALCULATIONS FOR WIGGINS MULTI -USE BUILDING Edmonds, Washington STREET FILE A � e Prepared By: d By: ®g00®o�e�w April 8, 1991 DRAINAGE CALCULATIONS 08-Apr-91 (Snohomish County equations) CITY OF EDMONDS WIGGINS MULTI -USE BUILDING, LSA No. 2498 *BOM 10:51 AM Total area, acres = Retained area, acres = Bypass area, acres = 0.328 = 0.328 Time of Concentration: Cummul. Flow len. Vert. Ground Type Runoff Time of Tray. Time ft Drop Slope Cover -Velocity Travel 10.000 \ 1]-9=== -1--2:9`=====10r84o grass 2:2.9R0:9• ===10.86 Time of Concentration, T(c) minutes = 10.865 Design storm,. 10 --------------------------------- year, Itc in/hr = -------------------------- 1.788 RETAINED: Area of retained flow, Ar square feet = 14280 Exist runoff coeff, by proportional areas: C paved areas, roof, sf 0.90 x Trees and brush, sf 0.15 x grass, pasture, sf 0._25 x 14280 gravel area, sf 0.75 x Total Area, sf 14280 Cer = 10.250 Ex. flow off ret. area, Qer cfs= (Itc x Ar x Cer) = 0.147 Future runoff coeff: paved areas, roof, sf 0.90 x 14280 Trees and brush, sf grass, pasture, sf ;0:20- x Total Area, sf = 14280 Cfr ----==----------------------------------� � ------ 40 - 'G7 1.9 DRAINAGE CALCULATIONS 08-Apr-91 (Snohomish County equations) CITY OF EDMONDS WIGGINS MULTI -USE BUILDING, LSA No. 2498 *BOM 10:51 AM BYPASS: Area of bypass flow Ab square feet = Existing runoff coeff Ceb = paved areas, sf 0.90 x Landscaped yard area, sf 0.25 x Total Area, sf Ceb = Ex.flow off.bypass area, Qeb cfs= (Itc x Ab x Ceb) Future runoff coefficient, Cfb.= paved areas, sf 0.90 x Landscaped yard area, sf 0.25 x Total Area, sf = Cfb = Fut. flow from.bypass area, Qfb = Itc x Ab x Cfb = --------------------------_------------------------------- ' QQdjusted cfs = Qer + Qeb Qfb = 0.147 Qo cfs = Qadjusted/(Ar x Cfr) = 0.497 ----------------------------- STORAGE REQUIREMENTS Snohomish County detention storage equations Desicjn�detention: 10 year - VSmax Tot. Stor. Qallow Qo, cfs T,min. cf/ac reqd. ----------------------------------------------------------- 0.15" 0.50`'ll 42.38V11 1426.75" 420.9 cubic feet Allowance for lost depression storage = Total volume required = 420.9 Volume provided = 423.1 ----------------------------------------------------------- T = -25 + (cl/Qo)**.5 cl= 2255 VSmax = (c2 * T) /(T + 25))-(40 * Qo * T) c2= 3607 Total Storage Required = VSmax x Ar x Cfr -------------------------------------------------------------------- DETENTION PIPE SIZE Assume a det. pipe 30.0 inches, diameter Cross section area = 4.9 sf Usable vol. of Type II MH 48.0 inch dia = cf Usable vol. of 2.0 Type II MH 54.0 inch dia = 79.5 cf $5.0 Usable vol. of 12.0 inch pipe: ft long = cf Usable vol. of 36.0 inch pipe: ft long = cf Required pipe volume = 341.4 cubic feet��'�, Required pipe length = 69.6 linear feet Length of pipe used = 70.0 ft. Vol. provided: 423.1 cf t/ DRAINAGE CALCULATIONS 08-Apr-91 (Snohomish County equations) CITY OF EDMONDS WIGGINS.MULTI-USE BUILDING, LSA No. 2498 *BOM. 10:51 AM Minimum grade elevations: Top D/S detention CB .36.90 with 1.75 ft Overflow clearance Top D/S detention CB 36.80 with 2.0 ft cover Top U/S detention CB 37.15 with 2.0 ft cover Min Grnd surf. elev = 35.:65 (over any inlet: 0.5 ft above OF) Inv elev at U/S end = 32.65 Max water surface elev 35.15 Invert elevation = 32.30 Outfall pipe d/s inv = 32.00 pipe: 1.00o: 30 ft Outfall swale d/s inv. 32.00 swale: , ft CALCULATION OF OUTLET SIZE Offsite acres contributing:to detent. system, Ao = acres Runoff factor for offsite area, Ceo = 0.900 Total development area contrib. drainage, Ar = y0.328 acres Existing runoff coeff for area, Cer = 4 0.250 Time of Concentration, Tc(o) minutes 10.86 Design storm, 10 year, Itc(o) in/hr = d_�v- 1.788 in/hr ----------------------------------------------------------- Existing Flow: Qer = Ar x Cer x Itc(o) = 0.147 cfs Qeb = Ab x Ceb x Itc(o) = cfs Qeo = Ao x Ceo x Itc(o) = cfs Qe = Qer + Qeb + Qeo = ----------------- 0.147 --------------- cfs --------------------------------------------- Future bypass flow, Qb = Ab x Cfb x Itc(o) _ Allowable-flow,.Qallow = Qe - Qb = �/ 0.147 cfs For multiple ( 1.0 ) orifices, flow / orifice = 0.147 SIZING ORIFICE FOR RESTRICTOR Orif. Elev. H, ft a, sf d,ft d,inches ----------_-------_--------- ----_- -------- ---- ----------- 32.30 2 85t% 0.0175 0 15 1 13 16 ----------------------------------------------------=--------------- area, a = Qdo / (.62 x (2 x g x h)**.5) g = 32.2 orifice diameter, d = ( 4/pi x a)**.5 CALCULATION OF EMERGENCY OVERFLOW Using least --equation for orifice: Q = 3.782 x (D.)**2 x H**(1/2) or --equation for a weir: Q= 9.739. x D x H**(3/2) Min Head, H = 0.500 ft CAPACITY`' ------------------------------------ ------------------------------------ Developed Discharge, 25 yr storm Q= C x I x A ------------- Tc(o) = 10.9 minutes I = 2.162 in/hr RO coeff, C = 0.900 7_j DRAINAGE CALCULATIONS .08-Apr-91 (Snohomish County equations) CITY OF EDMONDS WIGGINS MULTI -USE BUILDING, LSA No. 2498 *BOM 10:51 AM Min. Dia., D = 0.660 ft Area, A = 0.328 acres Q max capacity 1.165 cfs Q = 0.638 cfs ---------------------------------------------------------------------------- 11 o-rd,� — r Y Y Washington State Department of Transportation District 1 15325 S.E. 30th Place Bellevue, Washington 98007-6568 (206) 562-4000 Mr. Ed Somers, Associate Planner Planning Department City of Edmonds 250 5th Avenue North Edmonds, Wa. 98020 Attn Mr . Somers : Duane Berentson Secretary of Transportation JTf,;,CE, January 22, 1991 ty BAN,? 6 -799, PLANN14G DEFT SR 524 MP 0.12 CS 3149 Mitigated Determination of Nonsignificance for Pacific Rim Architecture Edmonds File #: ADB 82-90 Thank you for the opportunity to comment on the mitigated determination of nonsignificance and traffic analysis for above mentioned project. This proposed office -condo building is located at the intersection of Dayton Street and 3rd Avenue South, one block south of SR-524 and one block east of SR-104. The WSDOT has reviewed the traffic analysis provided with the mitigated determination of nonsignificance for Pacific Rim Architecture's development. We have the following comments: 1. A zero percent annual growth rate was used for determining future traffic impacts. This is not representative of the study area and is not acceptable to the state. Existing traffic volumes must be projected to the expected date of full occupancy. The WSDOT has analyzed the.impacted intersections with a representative growth rate and has concluded that no mitigation is required for the developments's impacts to the SR-104/Dayton Street and SR-524/3rd Avenue South intersections. Both will operate at an acceptable level of service with the addition of the development's traffic in the horizon year. 2. The trip distribution diagram (figure 3) indicates that 10 or more PM peak hour trips will be added by the development to the SR-104/SR-524 (Main Street) intersection. An LOS analysis of this intersection should be performed and mitigating measures, if necessary, should be proposedSTREETFILE 3. An accident analysis covering the past three years should be performed at the following intersections: Mr. Ed Somers File #: ADB 82-90 City of Edmonds v - Page 2 a. SR-104 at Dayton Street b. SR-524 at 3rd Avenue South To obtain accident history information write to: Washington State Department of Transportation Attn: Pat Foley Accident Analysis and Safety Engineer 15325 SE 30th Place Bellevue, Wa. 98007 Please feel free to contact Vern Swing (562-4269) or Don Hurter (562-4274) of my staff, if you have any questions. Sinc ly, a es L. Lutz, E. U ilities/Deve oper ervices Engineer VS: vs M E M O R A N D U M August 20, 1990 TO: Ed Somers, Associate Planner FROM: Gordie Hyde, Engineering Coordinator SUBJECT: COMMENTS FROM 8-27-90 CDRC MEETING ADB-86-90: Proposal eliminates two parking stalls. Because the impact is primarily upon the applicant, we would recommend that bollards be placed at the driveway opening and the area be designated as a short-term loading zone or as parking for City vehicles. AD.B: `&2--90.:. Seven -foot wide sidewalk is required on street frontages. A twenty -foot long landing at no greater than 6% should be provided. The garage, as designed, creates a sight triangle obstruction. The driveway, as. designed, will exceed 14%, which requires a waiver from the City Engineer. The minimum aisle width in a two-way parking lot is twenty-four feet. ADB-83-90:- We need cross sections through property and show relationship of 100 year storm water level to proposed building elevations. Applicant may have to provide to the City an easement across the open space to enhance fish habitat. Frontage improvements will be required on. 76th Ave. W. or a fee assessed in -lieu of construction. ADB-87-90:• 6th Ave. S. must be overlaid from Walnut St. landing at 60 or less, minimum 20 feet long required at exit. Storm water tie-in should be coordinated with neighboring development. New curb to be constructed on 6th Ave. S. with 7' sidewalk. '-� ADB-90-90: Parking spaces need to be delineated by ownership/use. Traffic study will be required to assess traffic impacts. Existing temporary parking lot must have drainage installed and be paved to City standards. Provide detail of worst case parking stall showing proposed slopes. Provide centerline of driveway profile. Provide cross sections of property. I _I I jNTER-OFFICE CORRESPONDENCE TO ��L ► I �—L S OATS E �.—�I `I E D SUBJECT _ - I5 oZ 3 f}uL" �a S P,�i eitcc-{'Jr2 ��(� --$$-- J P}C K L-J ICrG- w! s o N S-�ev.c Z�� r- (= c� PLANNING DEPT: ('F.� t"i i c o t-� p�-tt✓(�..e� P y0 r t til S iec) c'( lJocl I - I i � I I i TOPS �� FORM 1232 VERBAL ORDERS DOIN'T GO 71� I�� LITHO IN U.S.A. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT RIGHT - OF - WAY CONSTRUCTION PERMIT A. •Address or vicinity of Construction. ryryjj l • Owner: Ta Name 4.1ing Address City, State, Zip Code • Contractor:�--- Name Mailing Address No. e / ;_� n 7 Issue Date 2,' • Permit Issued To: • Type of Work to be Done: -`�> r'tI k' v • Work in Connection With: ❑ Sub or Plat ❑ Single Family ❑ Comml. / Ind. ❑ Apt. Condo. • Pavement Cut: ❑ Yes ❑ No State License Number City, State, Zip Code Telephone Number * * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * * B. APPLICANT TO READ AND SIGN 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 descr�}pPeesjb�y ' oever, foreseen or unforeseen, that may be made s against the City of Edmonds, or any of its,,, epantilients ;or im . luding or not limited to the defense of any legal includin defense costs court+c st and�`atiorne reason of rantin this ermit. proceedings g � , Y granting P Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the restoration by the Engineering Division. Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at which time a debit or credit will be processed for issuance to the applicant. Work is to be inspected. Restoration to be in accordance with City Code. Traffic Control to be in accordance with Traffic Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering. Call 775-2525, extension 220. I understand that this permit must be available at the job site for inspection purposes at all times. Signature: Date / Z. r �0'wner or Agent J% * THIS PERMIT MUST BE POSTED AT THE JOB SITE FOR INSPECTION PURPOSES CALL DIAL - DIG PRIOR TO BEGINNING WORK C. Issued Bye= Time Authorized: Void after days Special Conditions: Ammendments: Permit Fee: Security Deposit: Receipt No.: Fund 111 Fee: Street Cut Dimensions X = * *, NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * N OV 18 1981 Eng. Div. December 1978 FIELD INSPECTION COTES (Fund 111 - 7Toute copy to Street Dent. rnmmc-+n+- c Diagram: Contractor called for inspection NO Work Disapproved By: Pate: � Bv: Date: [cork .Approved By: /� __Da.te. Inspector: Fncr. niv_ necember 1()7R 200 DAY -TON ST. • EDMONDS. WASH+INGTON 96020 • (206) 775 252 , DEPARTMENT OF PUBLIC WORKS March 16, 1981 STREHT FILE Dear. Resident: HARVE H. HARRISON MAYOR On February 17, 1981, the Edmonds City Council passed Resolution 488 for construction, reconstruction and repair of deteriorated sidewalks. A public hearing will be held in the Council Chambers at the Civic Center on April 21,198.1 at 7:30 P.M. You are invited to attend this hearing for discussing 'repair of portions of det'eriorated� sidewalk abutting i� � h'e , tv .. - � ...,.._.. ,..<sL_... your property:--`T• impr6vemeiit of `sidewalks in need of repair at the expense of the abutting property owner is provided by City Ordinance, Chapter 7.20 and Revised Code of Washington, Chapter 35.68. The areas needing repair have been marked in paint on the sidewalk adjoining your property. Reconstruction and repair of these sidewalks must be completed on or before September 1, 1981. In the event improvements are not: completed within the above specified time, the City will perform and complete the improvements at: the expense of the. abutting property owner. This action is in response to many citizen requests and pedestrian falling accidents which have been increasing in recent years as a result of sidewalk deterioration and increased pedestrian traffic. Sincerely, i FRED F. HERZBERG Director of Public Works Name of.Applicant: JACK WIGGINS CONSTRUCTION CO., INC Mailing Address: 152 3rd Ave. South Edmonds WA 98020 Telephone Number: 776-1143 Date: 9-4-79 Description of Public Place or Portion thereof desired to.be used: (exhibit may be attached) 400 block on Main Street (south. side) 402 through 410 Type of Use desired to be made of Public Place: the suppliers trucks & equipment (installing tile on marquee) If applicable, attach .plans and 'specifications for any utility or structure .to be erected and/or maintained on the.Public Place: 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 ordere.d.removed by order of the City Engineer. If this application is for a specified period of time, the terms _of said application is: three days Sept. 24, 25, 26, 1979 .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 haj the opportunity to read, Chapt:e_r6_._0_6­f­_­fTie 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. Da te 11/7/74 rev. M Ci:ty.',of-; Edmonds, , 'Public :Works APPLICATION FOR STREET USE'PERMIT =­ Page 2. Approval (and Agreement, if applicable) of.Abutting Property Owners: Signature Printed_Name Address Date .. DO NOT WRITE BELOW THIS`�LINE (To be completed by Issuing Agency).,:: City Counc-il Approval (Attach -Minute Entry) Permit Fee: Annual Fee: due January 1, 19 Amenities Design Board Approval.(if app°l,icable) Attach Minute:Entry: Building Official Approval.(if applicable): Signature Date Provision for Indemnity: Terms and Provision of Performance Bond, if applicable: (Reference 6.40.050 of applicable Ordinance) ..:. PERMIT AUTHORIZATION BY P.W. DIRECTOR: Remarks:. J %� PERMIT NO. DATE 11/7/74,rev... 1 I December 10,1990 Jack Wiggins Construction Co., Inc. Commercial Contractors )A-CK-WC4240BB (WASH) AA-2053 (ALASKA) r City of Edmonds Planning Department 250 - 5th Avenue North Edmonds, WA 98020 P a 7g�p ATTN: Ed Summers L9Y** nc„� Dear Mr. Summers: Please find enclosed two copies of our affic—Studompleted by CTS Engineers Try c eers for our proposed mixed office use—bu-i-Id-i-ng--l-ocated-'at 152 - 3rd Avenue South, Edmonds, WA. We have been severely delayed by all of the City of Edmond's street construction work and could not do this Traffic Study until your work was completed,which was almost a three month delay. We would appreciate any efforts to expedite approval of this study so that we can proceed with this project. Sincerely, JACK WIGGINS CONSTRUCTION CO., INC. Karen M. Wiggins, Vice -President KMW/mb Enclosures 152 3rd Ave. South • Edmonds, WA 98020 9 (206) 776-1143 • FAX NO. (206) 774-3336 • TELEX NO. 152564 152 3rd Avenue South, Edmonds, lVashington TRAFFIC STUDY November 1990 . tr --.94..0 c ' , , EN G I IN E E R S, INC . 21 15 -1 1 2 cri Avcniac N.E. Suitc 100 cicllcur--'Wa. 90004 (206) 455-7622 TABLE OF CONTENTS I. INTRODUCTION II. EXISTING CONDITIONS 1. Traffic 2. Parking 3. Transit System III. DEVELOPMENT IMPACT 1. Trip Generation 2. Trip Assignment 3. Intersection Analysis 5. Parking IV. CONCLUSION FIGURES 1. Vicinity Map 2. Parking Survey 3. Traffic Generation - Distribution APPENDICES Appendix A - Trip Generation Appendix B - Traffic Counts Appendix C - Level of Service Calculations �r �\ SUNS i K� S10" FERRY £DMOND'S � UA'DERAA EI PARK J/ l PK 1 fNP.7A �— <LDEi pP WILDLIFE SA,4'Ci UARY O� S :EDN'ARO$ -- PT T'DK'ARDSy=? H c1 KLH� 9'LA Co R Z U i �IRL�'%. " ✓3pO " ADO Kl !2 O F 1 Np00. V ALC.fi od � SEE S7 CS 1 FR!AR TUCK LN i ALAN.A"DALE RL O ! y •'P,GRKT' 7 •' _F JDHN CT ' L t 'ACHL'Sc" 0_�: WCODI-k TH f ~ PT :.M - R Sw WELLS 23STH i ST: sw 3 z l i 3 _q c ai I !,• 7 Rsv, _ ..... < M N TCTEF, S7 s"t LN - - ' KING 1 T • .0 � PROJECT VICINITY � Fig. 1 I INTRODUCTION ' The development at 152nd - Third Avenue South in Edmonds, Washington, is a mixed office space and condominium complex. It is planned to be located in a two story building situated on the northwest corner of Third Avenue South and Dayton Street, with the main entrance on Third Avenue South. Due to the hillside terrain, the parking will be built underneath the building, which will open to the west and be accessible from Dayton Street. ' The development is situated on the corner of two minor city arterials: north -south Third Avenue South and east -west Dayton Street. It is also located two blocks from the state highway SR 104 to the west and from state highway SR 524 to the ' north. SR 104, a major north -south arterial, carries traffic for the Kingston Ferry to the terminal of which is located two blocks north of Dayton Street. The developer of this project is Jack Wiggins Construction Company, Inc. ' located at the same address. The telephone number is (206) 776-1143 and Jack Wiggins is the developer's representative. I The expected opening date of this development is December 1991. ' II. EXISTING CONDITIONS The minor arterials bordering the development site are two lane roadways with curbs and sidewalks and parallel parking on both sides of the street. ' The intersections in the immediate vicinity are unsignalized, low impact crossings, controlled by stop signs. Two more travelled signalized intersections are two ' blocks away on SR 104 and SR 524 (Main Street). 1. Traffic ' Third Avenue South and Dayton Street carries traffic that serves immediate residential and light commercial areas of downtown Edmonds. The Kingston Ferry traffic, and that of major links between Edmonds and other communities to tthe southwest and southeast, is being serviced by the two state highways. Three key intersections in the immediate vicinity listed below were determined as ' potential impact intersections. Manual counts were performed at these intersections on Tuesday, November 20, 1990, between 3:30 and 5:30 p.m. These intersections are: . SR 104 and Dayton Street 3rd Avenue South and Dayton Street 3rd Avenue South and Main Street (SR 524) ' The counts were summarized and PM peak hour volumes determined as a basis for further analysis. The results and summaries are presented in Appendix B - ' Traffic Counts. 2. Parking A survey of existing parking available on the street in the vicinity was performed on Tuesday afternoon, November 27, 1990. The survey was done in the PM Peak hour determined from the traffic counts. This was determined as peak parking time for the businesses and restaurants combined. The results of the parking survey are presented in Figure 2. If we look at the immediate area adjacent to the development, bordered by Second Avenue, Fourth Avenue, James Street and Walnut Street (the shaded area in Figure 2), the parking situation is as follows: Number of parking spaces surveyed 74 Number of occupied spaces 31 Number of available (empty) spaces 43 3. Transit System The transit system in the city includes several bus stops in the vicinity. These are shown also in Figure 2. Both Dayton Street and Third Avenue South carry public transportation and no conflicts or severe backups that would impact bus traffic were observed. DEVELOPMENT IMPACT PM peak hour traffic was chosen as the heavier of the two (AM and PM) peak traffic hours for the assessment of the impact of this development. 1. Trip Generation Trips generated by the development were projected using ITE "Trip Generation Report" 4th edition. Sections 230 for condominiums and 710 for general office were used. For the purpose of assessment of two different design options, two different scenarios were analyzed. Scenario a) Four condominium units and 15,339 square feet of office space Scenario b) Five condominium units and 13,200 square feet of office space. The Developer is planning to request variance to change the development from Scenario a) to b) and the analysis was needed to determine the traffic impact of the change. 2 0 o' Cn TAW 0 0 Q0 Qo rn N 'Sus stop 3 /7 Available parking spaces ........ Parked vehicles o Mo in S t . (SR 524 ) 5 /7 5/ b James St. 3/5 7/10 MY Q) Q I 00 o \ N t,) I r7 Cn Q > W. PARKING SURVEY (11-27-1990, PM) Figure 2 r The combined usage trip generation shows that the Scenario b) would generate in the average 40 vehicles in the PM peak hour which is five less than average 45 vehicles for Scenario a). For purposes of further analysis, we will use Scenario a) generated trip as the worse case. The results of the trip generation determination for both Scenarios are shown in APPENDIX A - Trip Generation. 2. Trip Assignments The continued usage trip generation resulted in nine entering and 36 exiting vehicles being generated by the development in the PM peak hour. These vehicles were distributed as shown in Figure 3. The intersections that were impacted by more than 10 vehicles were then further analyzed. 3. Intersection Analysis Analysis of all three impacted intersections determined their current and future quality of operation. The techniques used in this analysis came from the Highway Capacity Manual (1985) using Highway Capacity Software developed through the University of Florida - McTrans Center by SRA Technologies, Inc. for the Federal Highway Administration. Techniques outlined in the Transportation and Traffic Engineering Handbook (1982) prepared by the Institute of Transportation Engineers were also used. Appendix C - Level of Service Calculations contains the output from the Highway Capacity Software. The "Level of Service" (LOS) concept provides a qualitative description of the traffic conditions in this area. This concept assigns a letter value A through F to traffic congestion conditions encountered on the roadway. The letter A indicated the most free -flowing or best traffic conditions and the letter F indicated the most clogged and congested or worst traffic conditions. The rule most often used by traffic engineers is to design facilities to operate at the LOS of C and to allow deterioration to LOS D for short periods during the peak hours. Typically, LOS E is considered to be the point where the roadway is operating at capacity. A summary of the intersections' level of service is shown in below. The LOS analysis was made for each intersection for current conditions (as counted) and for projected conditions (which included the generated volumes). The summary of both LOS conditions is as shown below: 3 yi g 8 TRAM GENERATION - DISTRIBUTION (PM PEAK) Main St.(SR 524) James St. F- Uw w� ocn o' Dayton St . �t tJ I L .J 4 -► 4 0 4 i M Figure 3 Intersection Current Volumes Projected Volumes ' LOS SR 104 and Dayton Street B B 3rd Ave. S. and Dayton St. B-C B-C 3rd Ave. S. and Main St. (SR 524) B B The calculations and LOS analysis are included in APPENDIX C - Level of Service ' Calculations. 4. Parking ' The development design provides for 38 parking spaces in the building. The City Development Code calls for 2 parking spaces for a condominium unit, one space for each 400 square feet of professional use (on -site client service) office space and for one space for each 800 square feet of non-professional use (no on -site client service) office space. The number of spaces provided for the development are then distributed as follows: 4 Condominium Units 8 spaces ' 15,339 square feet of office space: ' professional use X400=8,400 sq.ft. 21 spaces 70% non-professional X800=7,200 sq.ft. 9 spaces 30% ' 15,600 sq.ft. 38 spaces 100% IV CONCLUSION ' The LOS analysis determined there is no significant impact of this development on the service of surrounding intersections. The trips generated by the development are not significant enough to degrade the LOS of the intersections. ' Providing the two parking spaces per condominium unit is adequate, the development provides for all required parking spaces in the building. ' For occasional guests or events the overflow parking can easily be accommodated in the streets, since the survey shows 43available spaces in the area. This is more than 50% of available on -street parking and more than the number of spaces provided in the building. 4 Appendix A Trip Generation CTS ENGINEERS, INC. CONDOMINIUMS/OFFICE COMPLEX 150 - 3rd Avenue, Edmonds, Washington 03-Dec-90 01:43 PM Senario a) TRIP GENERATION - FOR 4 UNITS + 15,339 sq. ft. OFFICE Calculated Using ITE TRIP GENERATION REPORT 4th Edition 1987 Land Use Code 230 for Condominiums ( 4 UNITS) RATES DIRECT. TRIPS MAXIMU AVERAGE MINIMUM SPLIT MAXIMU AVERAGE MINIMUM AWVTE 11.786 5.857 0.570 47 23 2 PM Entering 0.829 0.376 0.120 67% 3 2 1 PEAK Exiting 0.409 0.185 0.059 33% 2 1 1 Total 1.238 0.561 0.179 5 3 2 Land Use Code 710 for General Office (15,339 Square Feet) AVERAG DIRECT. TRIPS SPLIT FORMULA AWTE 336 50%/50% Ln(T)=0.75Ln(GSFBA)+3.77 PM Entering 7 16% PEAK Exiting 35 84% = Total 40 Ln(n=0.83Ln(GSFBA)+1.46 GSFBA = Gross Square Feet Building Area Trip Generation based on Combined Usage TRIPS MAXIMU AVERAGE MINIMUM AWVTE 383 359 338 PM Entering 10 9 6 PEAK Exiting 37 36 36 Total _ 47 45 42 CTS ENGINEERS, INC. CONDOMINIUMS/OFFICE COMPLEX 150 - 3rd Avenue, Edmonds, Washington 10-Dec-90 05:33 AM Senario b) TRIP GENERATION - FOR 5 UNITS + 13,200 sq. ft. OFFICE Calculated Using ITE TRIP GENERATION REPORT 4th Edition 1987 Land Use Code 230 for Condominiums ( 5 UNITS) RATES DIRECT. TRIPS MAXIMU AVERAGE MINIMUM SPLIT MAXIMU AVERAGE MINIMUM AWVTE 11.786 5.857 0.570 59 29 3 PM Entering 0.829 0.376 0.120 67% 4 2 1 PEAK Exiting 0.409 0.185 0.059 33% 2 1 1 aaaaaa aaaaaaa acaaaac aaaaaaa aaaaaaaa aacaaaaa aaaaaaa aaacaaa ccaacaa Total 1.238 0.561 0.179 6 3 2 Land Use Code 710 for General Office (13,200 Square Feet) AVERAG DIRECT. TRIPS SPLIT FORMULA AWTE 301 50%/50% Ln(T)=0.75Ln(GSFBA)+3.77 PM Entering 16% 6 PEAK Exiting 31 84% Total 37 Ln(T)=0.83Ln(GSFBA)+1.46 GSFBA = Gross Square Feet Building Area Trip Generation based on Combined Usage TRIPS MAXIMU AVERAGE MINIMUM AWVTE 360 330 304 PM Entering 10 8 7 PEAK Exiting 33 32 32 aaaaaa aaaaaaa Total aaaaaaa 43 aaaaaaa aaaaaaaa 40 39 j 1 �7- i� Appendix B Traffic Counts 1 1 1 1 1 1 1 1 1 1 1 1 VEHICULAR VOLUME SUMMARY L o c a t i o n: -3 Ve c7cs _ rG� � Al rQ2 �c-y�� Sf ENGINEERS, INC. 2105—,t2tr, Avenue N.E. Suite 200 Date: l vL Seilevue, NA'cshingtcn 98004 (206) 455-71622 ? i L/ m e: %� l `'l �Q�c c Z,r � sZ7 2 6 (� p L-- i N M 2�>� �I 7-7 c �� ---� —�- / — i / 7 0 (7) 2 6 t� (//) Counted By: wCchh Compiled By: 13, b1Ja,,� _ 1Checked By: --,\ Y -N, D -4- I N He Nt' ,e: \NS CTS ENGINEERS, INC. MANUAL COUNT .DATA COLLECTION SHEET LOCATION: 3rd Ave. N at Dayton Street PEAK: PM Peak DATE: 11/20/90 TIME/PERIOD: 15:30 TO 17:30 CONDITIONS: Cloudy OBSERVER: Belying Wang COMMENTS: Unsignalized Intersection TRAFFIC VOLUME: STARTING NORTH LEG TIME LEFT THRU RIGHT LEFT EAST LEG THRU RIGHT LEFT SOUTH LEG THRU RIGHT LEFT WEST LEG THRU RIGHT SUM 15 Min TOTAL 03:30 PM AUTO 19 17 11 3 23 12 9 22 6 20 38 6 186 HV' 1 0 1 0 2 0 0 0 0 0 3 0 7 193 03:45 PM AUTO 19 25 11 6 41 14 10 27 2 15 33 6 209 HV' 1 0 1 1 1 0 1 0 0 0 3 0 8 217 04:00 PM AUTO 18 23 22 2 42 22 13 31 10 18 55 8 264 HV' 1 0 1 0 2 1 1 0 0 1 1 0 8 272 04:15 PM AUTO 23 24 21 4 42 22 8 15 3 24 38 3 227 HV' 0 0 1 0 3 0 0 0 0 1 2 0 7 234 04:30 PM AUTO 17 28 16 4 23 21 9 18 2 18 44 7 207 HV' 2 1 2 0 2 0 0 0 0 1 1 0 9 216 04:45 PM AUTO 11 23 22 1 35 15 5 20 1 14 39 4 190 HV' 0 1 0 0 2 0 0 1 0 1 1 0 6 196 05:00 PM AUTO 23 15 17 1 41 19 3 23 1 26 53 5 227 HV' 1 0 1 0 1 0 0 0 0 1 1 0 5 232 05:15 PM AUTO 9 24 19 5 38 11 4 17 5 18 34 4 188 HV' 0 0 2 0 1 0 0 0 0 2 1 0 6 194 STARTING TIME HOURLY SUMMARIES: NORTH LEG EAST LEG LEFT THRU RIGHT LEFT THRU RIGHT LEFT SOUTH LEG THRU RIGHT LEFT WEST LEG THRU RIGHT SUM HOUR TOTAL 03:30 PM AUTO 79 89 65 15 148 70 40 95 21 77 164 23 886 HV' 3 0 4 1 8 1 2 0 0 2 9 0 30 916 03:45 PM AUTO 77 100 70 16 148 79 40 91 17 75 170 24 907 HV ' 4 1 5 1 8 1 2 0 0 3 7 0 32 939 04:00 PM AUTO 69 98 81 11 142 80 35 84 16 74 176 22 888 HV' 3 2 4 0 9 1 1 1 0 4 5 0 30 918 04:15 PM AUTO 74 90 76 10 141 77 25 76 7 82 174 19 851 HV ' 3 2 4 0 8 0 0 1 0 4 5 0 27 878 04:30 PM AUTO 60 90 74 11 137 66 21 78 9 76 170 20 812 HV ' 3 2 5 0 6 0 0 1 0 5 4 0 26 838 PHF 0.988 0.916 0.681 0.840 0.863 _................. PEAK HOUR VOLUMES ' HV->Heavy Vehicles: Bus & Truck VEHICULAR V/,OLU_ME SUMMARY c-cs Loco,!--n: J (\ /�`f �c{�/�Dh, 5� ENGINEERS, INC. ,-'� 1 i/ 2 D lq,? %,� . Zi-5—',12th A��er1VE N.C. Suite 2v^G Do Ie. SellevVe. WCShinctc!, 98004 (206) 455— 1 A(B) A = Au;Cs B = HVs M N N �`^ I N M N /1 2- -� \ �2.5-(r 2 4 7 7$V/ I- 33 N � � I O � N v � M v —J M U U� Counted By: op po" ,5,0,,E Cor-npded By: 8. Wes_ Che-Cked By: File ' --.t: VVS CTS ENGINEERS, INC. MANUAL COUNT DATA COLLECTION SHEET LOCATION: SR 104 at Dayton Street PEAK: PM Peak DATE: 11/20/90 TIME/PERIOD: 15:30 TO 17:30 CONDITIONS: Cloudy OBSERVER: R. Prochaska & D. Parsons COMMENTS: Signalized Intersection TRAFFIC VOLUME: STARTING NORTH LEG TIME LEFT THRU RIGHT LEFT EAST LEG THRU RIGHT LEFT SOUTH LEG THRU RIGHT LEFT WEST LEG THRU RIGHT SUM 15 Min TOTAL 03:30 PM AUTO 6 88 6 18 46 3 40 85 22 8 36 40 398 HV' 2 4 0 0 2 1 0 1 0 0 3 0 13 411 03:45 PM AUTO 2 13 4 15 60 8 37 52 .8 9 36 18 262 HV' 0 0 0 0 0 0 0 0 0 0 3 0 3 265 04:00 PM AUTO 4 15 11 12 78 6 47 76 2 8 54 35 348 HV' 0 0 0 0 0 2 0 0 0 0 0 1 3 351 04:15 PM AUTO 9 72 6 15 57 4 27 74 17 8 43 33 365 H V' 0 4 0 0 0 4 0 0 0 1 4 0 13 378 04:30 PM AUTO 7 21 4 6 54 5 26 59 8 5 47 36 278 HV' 0 0 0 0 0 2 0 0 0 0 2 1 5 283 04:45 PM AUTO 13 92 8 24 58 11 49 100 8 8 50 37 458 HV' 0 1 0 0 1 3 0 1 0 0 2 0 8 466 05:00 PM AUTO 8 21 7 10 54 6 26 48 4 4 51 36 275 HV ' 0 0 0 0 0 2 0 0 0 0 1 1 4 279 05:15 PM AUTO 8 15 2 14 62 4 41 55 3 5 50 31 290 HV' 0 0 0 1 0 2 0 2 0 0 2 0 7 297 STARTING TIME HOURLY SUMMARIES: NORTH LEG EAST LEG LEFT THRU RIGHT LEFT THRU RIGHT LEFT SOUTH LEG THRU RIGHT LEFT WEST.LEG THRU RIGHT SUM HOUR TOTAL 03:30 PM AUTO 21 188 27 60 241 21 151 287 49 33 169 126 1373 HV ' 2 8 0 0 2 7 0 1 0 1 10 1 32 1405 03:45 PM AUTO 22 121 25 48 249 23 137 261 35 30 180 122 1253 HV ' 0 4 0 0 0 8 0 0 0 1 9 2 24 1277 04:00 PM AUTO 33 200 29 57 247 26 149 309 35 29 194 141 1449 H V' 0 5 0 0 1 11 0 1 0 1 8 2 29 1478 04:15 PM AUTO 37 206 25 55 223 26 128 281 37 25 191 142 1376 H V' 0 5 0 0 1 11 0 1 0 1 9 2 30 1406 04:30 PM AUTO 36 149 21 54 228 26 142 262 23 22 198 140 1301 HV' 0 1 0 1 1 9 0 3 0 0 7 2 24 1325 PHF 0.585 0.881 0.781 0.966 0.792 PEAK HOUR VOLUMES ' HV=>Heavy Vehicles: Bus & Truck VEHICULAR VOLUME SUMMARY cts N ENGINEERS, INC. / /� 2' `-7i2th Avenue00 L t eilN.E.N.c. Suite e. /1 2� (7 u- Bevue, WcsY-ingtcn 95004 (20e) I a (B) I A = Autos B = HVs M � Lr) v) 00 N N I � � 3 q F2 (v 3 q ( ,O �Q�� �2 �-� 71 I O J � � � o Counted By: J• Frye Compiled By: a wC Checked By: Flee Ncm.e: VVS ' CTS ENGINEERS, INC. MANUAL COUNT DATA COLLECTION SHEET LOCATION: 3rd Ave. N at Main Street PEAK: PM Peak DATE: 11/20/90 TIMEIPERIOD: 15:30 TO 17:30 CONDITIONS: Cloudy OBSERVER: Jeff Frye & Chris O'Neil COMMENTS: Signalized Intersection TRAFFIC VOLUME: STARTING NORTH LEG EAST LEG SOUTH LEG WEST LEG SUM ISMin TIME LEFT THRU RIGHT LEFT THRU RIGHT LEFT THRU RIGHT LEFT THRU RIGHT TOTAL 03:30 PM AUTO 15 43 7 7 40 6 10 47 12 26 33 1 247 HV' 0 0 0 0 0 0 0 0 0 0 0 1 1 248 03:45 PM AUTO 17 42 14 5 41 8 7 17 8 4 10 2 175 HV' 0 0 0 0 0 0 0 1 0 0 0 0 1 176 04:00 PM AUTO 23 55 10 13 47 12 13 36 10 10 19 2 250 HV' 0 0 0 0 0 2 0 0 1 0 0 0 3 253 04:15 PM AUTO 12 42 8 15 43 11 8 34 8 34 26 2 241 HV' 0 2 0 0 0 0 0 1 0 0 0 0 3 244 04:30 PM AUTO 23 48 15 11 28 12 .9 38 8 3 23 0 218 HV' 0 2 0 0 0 0 0 1 0 0 0 0 3 221 04:45 PM AUTO 13 40 8 9 26 7 9 29 2 42 123 3 211 HV' 0 0 0 1 0 0 0 2 0 0 0 0 3 214 05:00 PM AUTO 17 37 13 10 25 9 5 60 7 7 5 0 195 HV' 0 1 0 0 0 0 0 1 0 0 0 0 2 197 05:15 PM AUTO 8 33 7 9 23 8 2 35 8 3 9 0 145 HV' 0 4 0 0 0 0 0 2 0 0 0 0 6 151 HOURLY SUMMARIES: STARTING NORTH LEG EAST LEG SOUTH LEG WEST LEG HOUR TIME LEFT THRU RIGHT LEFT THRU RIGHT LEFT THRU RIGHT LEFT THRU RIGHT SUM TOTAL 03:30 PM AUTO 67 182 37 40 171 37 38 134 38 74 88 7 913 HV' 0 2 0 0 0 2 0 2 1 0 0 1 8 921 03:45 PM AUTO 75 187 45 44 159 43 37 125 34 51 78 6 884 HV' 0 4 0 0 0 2 0 3 1 0 0 0 10 894 04:00 PM AUTO 71 185 39 48--- 144 42 39 137 28 89 91 7 920 HV' 0 4 0 1 0 2 0 4 1 0 0 0 12 932 04:15 PM AUTO 65 167 42 45 122 39 31 161 25 86 77 5 865 HV ' 0 5 0 1 0 0 0 5 0 0 0 0 11 876 04:30 PM AUTO 61 158 43 39 102 36 25 162 25 55 60 3 769 HV ' 0 7 0 1 0 0 0 6 0 0 0 0 14 783 PH F 0.849 0.800 0.870 1.508 0.920 PEAK HOUR VOLUMES ' HV=>Heavy Vehicles: Bus & Truck Appendix C Level of Service Calculations 1 1 I 1 1 1 1 1 1 1 INTERSECTION OF 3RD AVENUE S. AND DAYTON ST. This is a 2-by-2 lane 4-way STOP sign controlled intersection. Methods for Level of Service (LOS) analysis are not readily available for such intersections. Our evaluation for this intersection is based on the rationale represented in Chapter 10, Highway Capacity Manual (1985). Volume (vph) Converted Vol. (pcph) Demand Auto HV Dir. Sum Split NB 148 2 152 SB 247 10 267 419 43% EB 269 10 289 WB 243 10 263 552 57% By interpolating this demand split and 2-by-2 lane configuration in Table 10-7, Highway Capacity Manual, a capacity of approximately 1100 vph; which is indicative of LOS C, is estimated for this intersection. Therefore, the peak hour volume of 971 pcph (939 vph) corresponds to a LOS between B and C. Effect of trips generated by the development: Exist Vol. Add. Vol. Proj. Vol. Demand (pcph) (pcph) (pcph) Dir. Sum Split NB 152 1 153 SB 267 3 270 423 42% EB 289 20 309 WB 263 1 264 573 58% Neither the new volume at the intersection nor the directional split has significant change, according to our analysis. Therefore, the above conclusion about the LOS for this intersection will still hold. 1 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..Main Street/3rd Avenue ' AREA TYPE ..... CBD ANALYST ....... Beiying Wang DATE .......... 11/21/90 ' TIME.......... PM Peak COMMENT.. -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB : EB WB NB SB LT 89 49 39 71 : LTR 12.0 LTR 12.0 LTR 12.0 LTR 12.0 TH 91 144 141 189 : 12.0 12.0 12.0 12.0 RT 7 44 29 39 : 12.0 12.0 12.0 12.0 RR 0 0 0 0 : 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE M M Y/N Nm Nb Y/N min T EB 0.00 0.00 Y 20 0 1.00 50 Y 8.5 3 WB 0.00 1.00 Y 20 0 0.80 50 Y 8.5 3 NB 0.00 2.00 Y 20 0 0.87 50 Y 11.3 3 SB 0.00 1.00 Y 20 0 0.85 50 Y 11.3 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH = 50.0 PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 EB LT X NB LT X TH X TH X RT X RT X PD X PD X WB LT X SB LT X TH X TH X RT X RT X PD X PD X GREEN 22.0 0.0 0.0 0.0 GREEN 22.0 0.0 0.0 0.0 YELLOW 3.0 0.0 0.0 0.0 YELLOW 3.0 0.0 0.0 0.0 ---------------- LEVEL OF SERVICE LANE GRP.' V/C G/C DELAY LOS APP - DELAY APP. LOS EB LTR 0.437 0.440 6.7 B 6.7 B WB LTR 0.600 0.440 8.1 B .8.1 B NB LTR 0.508 0.440 7.2 B 7.2 B SB LTR 0.727 0.440 10.6 B 10.6 B -------------------------------------------------------------------------- INTERSECTION: Delay = 8.5 (sec/veh) V/C = 0.663 LOS = B 1985 HCM: SIGNALIZED INTERSECTIONS Page-1 ********************************************************************** IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET ......... Main Street NAME OF THE NORTH/SOUTH STREET ....... 3rd Avenue AREA TYPE ............................CBD NAME OF THE ANALYST ..................Beiying Wang DATE OF THE ANALYSIS .................11/21/90 TIME PERIOD ANALYZED.................PM Peak OTHER INFORMATION: TRAFFIC VOLUMES EB WB NB SB ----- ----- ----- ----- LEFT 89 49 39 71 THRU 91 144 141 189 RIGHT 7 44 29 39 RTOR 0 0 0 0 (RTOR volume must be less than or equal to RIGHT turn volumes.) 1 ' INTERSECTION GEOMETRY Page-2 ' NUMBER OF LANES PER DIRECTION INCLUDING TURN BAYS: EASTBOUND = 1 WESTBOUND = 1 NORTHBOUND = 1 u EB LANE TYPE WIDTH 1 LTR 12.0 2 3 4 5 6 WB TYPE WIDTH LTR 12.0 L - EXCLUSIVE LEFT LANE ' LT - LEFT/THROUGH LANE LR - LEFT/RIGHT ONLY LANE LTR - LEFT/THROUGH/RIGHT LANE ADJUSTMENT FACTORS NB TYPE WIDTH LTR 12.0 SOUTHBOUND = 1 SB TYPE WIDTH LTR 12.0 T - EXCLUSIVE THROUGH LANE TR - THROUGH/RIGHT LANE R - EXCLUSIVE RIGHT LANE GRADE HEAVY VEH. ADJACENT PKG BUSES M M Y/N (Nm) (Nb) ---- PHF ---- EASTBOUND --------------- 0.00 0.00 --- Y ---- 20 0 1.00 WESTBOUND 0.00 1.00 Y 20 0 0.80 NORTHBOUND 0.00 2.00 Y 20 0 0.87, SOUTHBOUND 0.00 1.00 Y 20 0 0.85 Nm = number of parking maneuvers/hr; Nb = number of buses stopping/hr CONFLICTING PEDS PEDESTRIAN BUTTON (peds/hour) (Y/N) (min T) ARRIVAL TYPE EASTBOUND ---------------- 50 ----------------- Y 8.5 ------------ 3 WESTBOUND 50 Y 8.5 3 NORTHBOUND 50 Y 11.3 3 SOUTHBOUND 50 Y 11.3 3 min T = minimum green time for pedestrians SIGNAL SETTINGS - OPERATIONAL ANALYSIS Page-3 ---------------- ACTUATED LOST TIME/PHASE = 3.0 CYCLE LENGTH = 50.0 EAST/WEST PHASING PHASE-1 PHASE-2 PHASE-3 PHASE-4 EASTBOUND LEFT X THRU X RIGHT X PEDS X WESTBOUND LEFT X THRU X RIGHT X PEDS X NORTHBOUND RT SOUTHBOUND RT GREEN 22.0 0.0 0.0 0.0 YELLOW + ALL RED 3.0 0.0 0.0 0.0 NORTH/SOUTH PHASING PHASE-1 PHASE=2 PHASE-3 PHASE-4 NORTHBOUND LEFT X THRU X RIGHT X PEDS X SOUTHBOUND LEFT X THRU X RIGHT X PEDS X EASTBOUND RT WESTBOUND RT GREEN 22.0 0.0 0.0 0.0 YELLOW + ALL RED 3.0 0.0 0.0 0.0 VOLUME ADJUSTMENT WORKSHEET Page-4 LANE LANE ADJ. MVT. ADJ. LANE GRP. NO. UTIL. GROWTH GRP. PROP PROP VOL. PHF VOL. GRP. ---- VOL. ---- LN -- FACT. ----- FACT. ------ VOL. ---- LT RT ---- ---- EB ---- ---- ---- LT 89 1.00 89 TH 91 1.00 91 LTR 187 1 1.000 1.000 187 0.48 0.04 RT 7 1.00 7 WB LT 49 0.80 61 TH 144 0.80 180 LTR 296 1 1.000 1.000 296 0.21 0.19 RT 44 0.80 55 NB LT 39 0.87 TH 141 0.87 RT 29 0.87 SB LT 71 0.85 TH 189 0.85 RT 39 0.85 45 162 LTR 240 1 1.000 1.000 240 0.19 0.14 33 84 222 LTR 352 1 1.000 1.000 352 0.24 0.13 46 * Denotes a Defacto Left Turn Lane Group SUPPLEMENTARY WORKSHEET FOR LEFT -TURN ADJUSTMENT FACTOR Page-5 INPUT VARIABLES EB WB NB SB Cycle Length, C (sec) 50.0 50.0 50.0 50.0 Effective Green, G (sec) 22.0 22.0 22.0 22.0 Number of Lanes, N Total Approach Flow Rate, Va (vph) 1 187 1 296 1 240 1 352 Mainline Flow Rate, Vm (vph) 98 235 195 268 Left -Turn Flow Rate, Vlt (vph) 89 61 45 84 of LT, Plt 0.476 0.207 0.187 0.237 'Proportion Opposing Lanes, No 1 1 1 1 Opposing Flow.Rate, Vo (vph) 235 98 268 195 ' Prop. Vol., Plto 0.207--- -- 0_--- 4760_237---0_187 _-of -LT -in-Opp_ COMPUTATIONS EB WB NB SB 'Sop=(1800No)/(1+Plto((400+Vm)/(1400-Vm))) -------------------------------------------------------------------------- 1668 1429 1611 1621 Yo=Vo/Sop 0.141 0.069 0.167 0.121 Gu=(G-C*Yo)/(1-Yo) 17.409 19.939 16.406 18.163 0.728 0.814 0.707 0.753 'Fs=(875-0.625Vo)/1000 P1=Plt(1+((N-1)G)/(Fs*Gu+4.5))) 0.476 0.207 0.187 0.237 Gq=G-Gu 4.591 2.061 5.594 3.837 Pt=1-P1 Gf=2Pt(1-(Pt**0.5Gq))/Pl 0.524 1.703 0.793 1.630 0.813 3.825 0.763 2.605 E1=1800/(1400-Vo) 1.545 1.382 1.590 1.494 Fm=Gf/G+(Gu/G)(1/(1+P1(E1-1)))+(2/G)(1+P1) 0.840 1.024 0.953 0.970 I Flt=(Fm+N-1)/N 0.840 1.000 0.953 0.970 FLOW SATURATION ----- ADJUSTMENT -WORKSHEET----------------------------Page_6 ------ IDEAL ADJ. ' SAT. NO. f f f f f f f f SAT. FLOW LNS W HV G p BB A RT LT FLOW ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- ' EB LTR 1800 1 1.000 1.000 1.000 0.800 1.000 0.900 0.894 0.840 973 WB LTR 1800 NB LTR 1800 SB LTR 1800 1 1.000 0.995 1.000 0.800 1.000 0.900 0.871 1.000 1123 1 1.000 0.990 1.000 0.800 1.000 0.900 0.878 0.953 1074 1 1.000 0.995 1.000 0.800 1.000 0.900 0.879 0.970 1100 CAPACITY ANALYSIS WORKSHEET Page-7 ADJ. ADJ. SAT. FLOW LANE GROUP FLOW RATE FLOW RATE RATIO GREEN RATIO CAPACITY v/c (v) --------- (s) --------- (v/s) ----- (g/C) ----------- (c) ---------- RATIO ----- EB LTR 187 973 0.192 0.440 428 0.437 WB LTR 296 1123 0.264 0.440 494 0.600 NB LTR 240 1074 0.224 0.440 473 0.508 SB LTR 352 1100 0.320 0.440 484 0.727 Cycle Length, C = 50.0 sec. Sum (v/s) critical = 0.584 Lost Time Per Cycle, L = 6.0 sec. X critical = 0.663 LEVEL -OF -SERVICE WORKSHEET Page-8 DELAY LANE DELAY LANE LANE DELAY LOS v/c g/C CYCLE d GROUP d PROG. GRP. GRP. BY BY RATIO RATIO LEN. 1 CAP. 2 FACT. DELAY LOS APP. APP. ----- ----- ----- ----- ----- ----- ----- ----- ---- ----- ---- EB LTR 0.437 0.440 50.0 7.4 428 0.5 0.85 6.7 B 6.7 B WB LTR 0.600 0.440 50.0 8.1 494 1.5 0.85 8.1 B 8.1 B NB LTR 0.508 0.440 50.0 7.7 473 0.8 0.85 7.2 B 7.2 B SB LTR 0.727 0.440 50.0 8.8 484 3.7 0.85 10.6 B 10.6 B Intersection Delay = 8.5 (sec/veh) Intersection LOS = B 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..Dayton Street/SR 104 AREA TYPE ..... OTHER ANALYST ....... Beiying Wang DATE .......... 11/21/90 TIME.......... PM Peak COMMENT....... -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB : EB WB NB SB LT 30 57 149 33 : L 12.0 L 12.0 L 12.0 L 12.0 TH 202 248 310 205 : T 12.0 TR 12.0 T 12.0 T 12.0 RT 143 37 35 29 : TR 12.0 12.0 TR 12.0 TR 12.0 RR 30 0 0 0 : 12.0 12.0 12.0 12.0 12.0 12..0 12.0 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------- ADJUSTMENT FACTORS ----------------------- GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE M M Y/N Nm Nb Y/N min T EB 0.00 3.00 N 0 0 0.97 50 N 25.8 3 WB 0.00 4.00 Y 20 0 0.88 50 N 25.8 3 NB 0.00 0.00 N 0 0 0.78 50 N 22.8 3 SB 0.00 2.00 N 0 0 0.59 50 N 22.8 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH = 60.0 PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 EB LT X NB LT X TH X TH X RT X RT X PD X PD X WB LT X SB LT X TH X TH X RT X RT X PD X PD X GREEN 21.0 0.0 0.0 0.0 GREEN 27.0 0.0 0.0 0.0 YELLOW 3.0 0.0 0.0 0.0 YELLOW 3.0 0.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB L 0.066 0.450 7.1 B 6.6 B TR 0.228 0.450 6.5 B WB L 0.121 0.450 7.3 B 8.1 B TR 0.522 0.450 8.2 B NB L 0.380 0.450 8.6 B 7'.3 B TR 0.292 0.450 6.8 B SB L 0.118 0.450 7.3 B 6.7 B TR 0.265 0.450 6.7 B -------------------------------------------------------------------------- INTERSECTION: Delay = 7.2 (sec/veh) V/C = 0.451 LOS = B 1985 HCM: SIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET ......... Dayton Street NAME OF THE NORTH/SOUTH STREET....... SR 104 AREA TYPE............................OTHER NAME OF THE ANALYST ..................Beiying Wang DATE OF THE ANALYSIS .................11/21/90 TIME PERIOD ANALYZED.................PM Peak OTHER INFORMATION: TRAFFIC VOLUMES EB WB NB SB LEFT ----- 30 ----- 57 ----- ----- 149 33 THRU 202 248 310 205 RIGHT 143 37 35 29 RTOR 30 0 0 0 (RTOR volume must be less than or equal to RIGHT turn volumes.) 1 �l INTERSECTION GEOMETRY Page-2 ' NUMBER OF LANES PER DIRECTION INCLUDING TURN BAYS: EASTBOUND = 3 WESTBOUND = 2 NORTHBOUND = 3 ' EB WB NBWIDTH LANE TYPE WIDTH TYPE WIDTH TYPE ' 1 L 12.0 L 12.0 L 12.0 2 T 12.0 TR 12.0 T 12.0 ' 3 TR 12.0 12.0 TR 12.0 4 5 ■ 6 L - EXCLUSIVE LEFT LANE LT - LEFT/THROUGH LANE ' LR - LEFT/RIGHT ONLY LANE LTR - LEFT/THROUGH/RIGHT LANE ADJUSTMENT FACTORS SOUTHBOUND = 3 SB TYPE WIDTH L 12.0 T 12.0 TR 12.0 T - EXCLUSIVE THROUGH LANE TR - THROUGH/RIGHT LANE R - EXCLUSIVE RIGHT LANE GRADE HEAVY VEH. ADJACENT PKG BUSES M M Y/N (Nm) (Nb) ---- PHF ---- EASTBOUND --------------- 0.00 3.00 --- N ---- 0 0 .0.97 WESTBOUND 0.00 4.00 Y 20 0 0.88 NORTHBOUND 0.00 0.00 N 0 0 0.78 SOUTHBOUND 0.00 2.00 N 0 0 0.59 Nm = number of parking maneuvers/hr; Nb = number of buses stopping/hr CONFLICTING PEDS PEDESTRIAN BUTTON (peds/hour) (Y/N) (min T) ARRIVAL TYPE EASTBOUND ---------------- 50 ------ N ----------- 25.8 ------------ 3 WESTBOUND 50 N 25.8 3 NORTHBOUND 50 N 22.8 3 SOUTHBOUND 50 N 22.8 3 min T = minimum green time for pedestrians SIGNAL SETTINGS - OPERATIONAL ANALYSIS Page-3 ACTUATED LOST TIME/PHASE = 3.0 CYCLE LENGTH = 60.0 EAST/WEST PHASING PHASE-1 PHASE-2 PHASE-3 PHASE-4 EASTBOUND LEFT X THRU X RIGHT X PEDS X WESTBOUND LEFT X THRU X RIGHT X PEDS X NORTHBOUND RT SOUTHBOUND RT GREEN 27.0 0.0 0.0 0.0 YELLOW + ALL RED 3.0 0.0 0.0 0.0 NORTH/SOUTH PHASING PHASE-1 PHASE-2 PHASE-3 PHASE-4 NORTHBOUND LEFT. X THRU X RIGHT X PEDS X SOUTHBOUND LEFT X THRU X RIGHT X PEDS X EASTBOUND RT WESTBOUND RT GREEN 27.0 0.0 0.0 0.0 YELLOW + ALL RED 3.0 0.0 0.0 0.0 1 VOLUME ADJUSTMENT WORKSHEET Page-4 LANE LANE ADJ. MVT. ADJ. LANE GRP. NO. UTIL. GROWTH GRP. PROP PROP VOL. PHF VOL. GRP. VOL. ---- LN -- FACT. ----- FACT. ------ VOL. ---- LT ---- RT ---- EB ---- ---- ---- ---- LT 30 0.97 31 L 31 1 1.000 1.000 31 1.00 0.00 TH 202 0.97 208 TR 325 2 1.050 1.000 341 0.00 0.36 RT 143 0.97 116 WB LT 57 0.88 65 L 65 1 1.000 1.000 65 1.00 0.00 TH 248 0.88 282 TR 324 1 1.000 1.000 324 0.00 0.13 RT 37 0.88 42 NB LT 149 0.78 191 L 191 1 1.000 1.000 191 1.00 0.00 TH 310 0.78 397 TR 442 2 1.050 1.000 464 0.00 0.10 RT 35 0.78 45 SB LT 33 0.59 TH 205 0.59 RT 29 0.59 56 L 56 1 1.000 1.000 56 1.00 0.00 347 TR 397 2 1.050 1.000 416 0.00 0.12 49 * Denotes a Defacto Left Turn Lane Group 1 SUPPLEMENTARY WORKSHEET FOR LEFT -TURN ADJUSTMENT FACTOR Page-5 INPUT VARIABLES EB WB NB SB -------------------------------------------------------------------------- Cycle Length, C (sec) 60.0 60.0 60.0 60.0 Effective Green, G (sec) 27.0 27.0 27.0 27.0 Number of Lanes, N 1 1 1 1 Total Approach Flow Rate, Va (vph) 356 389 633 453 Mainline Flow Rate, Vm (vph) 325 324 442 397 Left -Turn Flow Rate, Vlt (vph) 31 65 191 56 Proportion of LT, Plt 1.000 1.000 1.000 1.000 Opposing Lanes, No 1 2 2 2 Opposing Flow Rate, Vo (vph) 324 325 397 442 Prop. of LT in Opp. Vol., Plto 0.000 0.000 0.000 0.000 -------------------------------- 7----------------------------------------- COMPUTATIONS EB WB NB SB -------------------------------------------------------------------------- Sop=(1800No)/(1+Plto((400+Vm)/(1400-Vm))) 1800 3600 3600 3600 Yo=Vo/Sop 0.180 0.090 0.110 0.123 Gu=(G-C*Yo)/(1-Yo) 19.760 23.729 22.914 22.378 Fs=(875-0.625Vo)/1000 0.673 0.672 0.627 0.599 P1=Plt(1+((N-1)G)/(Fs*Gu+4.5))) 1.000 1.000 1.000 1.000 Gq=G-Gu 7.240 3.271 4.086 4.622 Pt=1-P1 0.000 0.000 0.000 0.000 Gf=2Pt(1-(Pt**0.5Gq))/P1 0.000 0.000 0.000 0.000 E1=1800/(1400-Vo) 1.673 1.674 1.794 1.880 Fm=Gf/G+(Gu/G)(1/(1+P1(E1-1)))+(2/G)(1+P1) 0.586 0.673 0.621 0.589 Flt=(Fm+N-1)/N 0.586 0.673 0.621 0.589 1 SATURATION FLOW ADJUSTMENT WORKSHEET Page-6 IDEAL ADJ. SAT. NO. f f f f f f f f SAT. FLOW LNS --- W ----- HV ----- G ----- p ----- BB ----- A ----- RT ----- LT ----- FLOW ---- EB ---- L 1800 1 1.000 0.985 1.000 1.000 1.000 1.000 1.000 0.586 1038 TR 1800 2 1.000 0.985 1.000 1.000 1.000 1.000 0.938 1.000 3325 WB L 1800 1 1.000 0.980 1.000 1.000 1.000 1.000 1.000 0.673 1187 TR 1800 1 1.000 0.980 1.000 0.800 1.000 1.000 0.977 1.000 1379 NB L 1800 1 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.621 1118 TR 1800 2 1.000 1.000 1.000 1.000 1.000 1.000 0.982 1.000 3537 SB L 1800 1 1.000 0.990 1.000 1.000 1.000 1.000 1.000 0.589 1050 TR 1800 2 1.000 0.990 1.000 1.000 1.000 1.000 0.978 1.000 3487 CAPACITY ANALYSIS WORKSHEET Page-7 ADJ. ADJ. SAT. FLOW LANE GROUP FLOW RATE FLOW RATE RATIO GREEN RATIO CAPACITY v/c (v) --------- (s) --------- (v/s) ----- (g/C) ----------- (c) ---------- RATIO ----- EB L 31 1038 0.030 0.450 -467 0.066 TR 341 3325 0.103 0.450 1496 0.228 WB L 65 1187 0.055 0.450 534 0.121 TR 324 1379 0.235 0.450 621 0.522 NB L 191 1118 0.171 0.450 503 0.380 TR 464 3537 0.131 0.450 1591 0.292 SB L 56 1050 0.053 0.450 472 0.118 TR 416 3487 0.119 0.450 1569 0.265 Cycle Length, C = 60.0 sec. Sum (v/s) critical = 0.406 Lost Time Per Cycle, L = 6.0 sec. X critical = 0.451 LEVEL -OF -SERVICE WORKSHEET Page-8 DELAY LANE DELAY LANE LANE DELAY LOS v/c g/C CYCLE d GROUP d PROG. GRP. GRP. BY BY RATIO RATIO LEN. 1 CAP. 2 ----- FACT. ----- DELAY ----- LOS ---- APP. ----- APP. ---- EB ----- ----- ----- ----- ----- L 0.066 0.450 60.0 7.1 467 0.0 1.00 7.1 B 6.6 B TR 0.228 0.450 60.0 7.7 1496 0.0 0.85 6.5 B WB L 0.121 0..450 60.0 7.3 .534 0.0 1.00 7.3 B 8.1 B TR 0.522 0.450 60.0 9.0 621 0.7 0.85 8.2 B NB .L 0.380 0.450 60.0 8.3 503 0.2 1.00 8.6 B 7.3 B TR 0.292 0.450 60.0 7.9 1591 0.0 0.85 6.8 B SB L 0.118 0.450 60.0 7.3 472 0.0 1.00 7.3 B 6.7 B TR 0.265 0.450 60.0 7.8 1569 0.0 0.85 6.7 B Intersection Delay = 7.2 (sec/veh) 'Intersection LOS = B 1985.HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..Main Street/3rd Avenue AREA TYPE ..... CBD ANALYST ....... Beiying Wang DATE .......... 11/28/90 TIME.......... PM Peak COMMENT....... Projected volumes ---------------------------------=---------------------------------------- VOLUMES GEOMETRY EB WB NB SB : EB WB NB SB LT 89 50 43 71 : LTR 12.0 LTR 12.0 LTR 12.0 LTR 12.0 TH 91 144 145 190 : 12.0. 12.0 12.0 12.0 RT 8 44 33 39 : 12.0 12.0 12.0 12.0 RR 0 0 0 0 : 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE M (%) . Y/N Nm Nb Y/N min T EB 0.00 0.00 Y 20 0 1.00 50 Y 8.5 3 WB 0.00 1.00 Y 20 0 0.80 50 Y 8.5 3 NB 0.00 2.00 Y 20 0 0.87 50 Y 11.3 3 SB 0.00 1.00 Y 20 0 0.85 50 Y 11.3 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH = 50.0 PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 EB LT X NB LT X TH X TH X RT X RT X PD X PD X WB LT X SB LT X TH X TH X RT X RT X PD X PD X GREEN 22.0 0.0 0.0 0.0 GREEN 22.0 0:0 0.0 0.0 YELLOW 3.0 0.0 0.0 0.0 YELLOW 3.0 0.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB LTR 0.439 0.440 6.7 B 8.4 B WB LTR 0.602 0.440 8.2 B 10.1 B NB LTR 0.542 0.440 7.5 B 12.4 B SB LTR 0.734 0.440 10.8 B 11.9 B -----=-------------------------------------------------------------------- INTERSECTION: Delay = 11.1 (sec/veh) V/C = 0.668 LOS = B 1985 HCM: SIGNALIZED INTERSECTIONS Page-1 ********************************************************************** IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET ......... Main Street NAME OF THE NORTH/SOUTH STREET ....... 3rd Avenue N AREA TYPE ................. .........CBD NAME OF THE ANALYST ..................Beiying Wang DATE OF THE ANALYSIS .................11/28/90 TIME PERIOD ANALYZED.................PM Peak OTHER INFORMATION: Projected volumes TRAFFIC VOLUMES EB WB NB SB ----- ----- ----- ----- LEFT 89 50 43 71 THRU 91 144 145 190 RIGHT 8 44 33 39 RTOR 0 0 0 0 (RTOR volume must be less than or equal to RIGHT turn volumes.) INTERSECTION GEOMETRY Page-2 NUMBER OF LANES PER DIRECTION INCLUDING TURN BAYS: EASTBOUND = 1 WESTBOUND = 1 NORTHBOUND = 1 EB WB NB LANE TYPE WIDTH TYPE WIDTH TYPE WIDTH 1 LTR 12.0 LTR 12.0 LTR 12.0 2 3 4 5 6 L - EXCLUSIVE LEFT LANE ' LT - LEFT/THROUGH LANE LR - LEFT/RIGHT ONLY LANE LTR - LEFT/THROUGH/RIGHT LANE ADJUSTMENT FACTORS SOUTHBOUND = 1 SB TYPE WIDTH LTR 12.0 T - EXCLUSIVE THROUGH LANE TR - THROUGH/RIGHT LANE R - EXCLUSIVE RIGHT LANE GRADE HEAVY VEH. ADJACENT PKG. BUSES M M YIN (Nm) (Nb) ---- PHF ---- EASTBOUND --------------- 0.00 0.00 --- Y ---- 20 0 1.00 WESTBOUND 0.00 1.00 Y 20 0 0.80 NORTHBOUND 0.00 2.00 Y .20 0 0.87 SOUTHBOUND 0.00 1.00 Y 20 0 0.85 NM = number of parking maneuvers/hr; Nb = number of buses stopping/hr CONFLICTING PEDS' PEDESTRIAN BUTTON (peds/hour) (YIN) (min T) ARRIVAL TYPE EASTBOUND ---------------- 50 ----------------- Y 8.5 ------------ 3 WESTBOUND 50 Y 8.5 3 NORTHBOUND 50 Y 11.3 3 SOUTHBOUND 50 Y 11.3 3 min T = minimum green time for pedestrians SIGNAL SETTINGS - OPERATIONAL ANALYSIS Page-3 ACTUATED LOST TIME/PHASE = 3.0 CYCLE LENGTH = 50.0 EAST/WEST PHASING PHASE-1 PHASE-2 PHASE-3 PHASE-4 EASTBOUND LEFT X THRU X RIGHT X PEDS X WESTBOUND LEFT X THRU X RIGHT X PEDS X NORTHBOUND RT SOUTHBOUND RT GREEN 22.0 0.0 0.0 0.0 YELLOW + ALL RED 3.0 0.0 0.0 0.0 NORTH/SOUTH PHASING PHASE-1 PHASE-2 PHASE-3 PHASE-4 NORTHBOUND LEFT X THRU X RIGHT, X PEDS X SOUTHBOUND LEFT X THRU X RIGHT X PEDS X EASTBOUND RT WESTBOUND RT GREEN 22.0 0.0 YELLOW + ALL RED 3.0 0.0 0.0 0.0 0.0 0.0 1 1 1 1 1 1 1 VOLUME ADJUSTMENT WORKSHEET Page-4 LANE LANE ADJ. MVT. ADJ. LANE GRP. NO. UTIL. GROWTH GRP. PROP PROP VOL. PHF VOL. GRP. VOL. LN FACT. FACT. VOL. LT RT ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB LT 89 1.00 89 TH 91 1.00 91 LTR 188 1 1.000 1.000 188 0.47 0.04 RT 8 1.00 8 WB LT 50 0.80 63 TH 144 0.80 180 LTR 298 1 1.000 1.000 298 0.21 0.18 RT 44 0.80 55 NB LT 43 0.87 49 TH 145 0.87 167 LTR 254 1 1.000 1.000 254 0.19 0.15 RT 33 0.87 38 SB LT 71 0.85 TH 190 0.85 RT 39 0.85 84 224 LTR 353 1 1.000 1.000 353 0.24 0.13 46 * Denotes a Defacto Left Turn Lane Group I SUPPLEMENTARY WORKSHEET FOR LEFT -TURN ADJUSTMENT FACTOR Page-5 INPUT VARIABLES EB WB NB SB ' Cycle Length, C (sec) 50.0 50.0 50.0 50.0 Effective Green, G (sec) 22.0 22.0 22.0 22.0 Number of Lanes, N 1 1 1 1 Total Approach Flow Rate, Va (vph). 188 298 254 353 Mainline Flow Rate, Vm (vph) 99 235 205 269 Left -Turn Flow Rate, Vlt (vph) 89 63 49 84 Proportion of LT, Plt 0.473 0.210 0.195 0.237 Opposing Lanes, No 1 1 1 1 Opposing Flow Rate, Vo (vph) 235 99 269 205 Prop. Vol.,, Plto LTinOpp__----------- 0.210--- 0_4730.237--- 0_195 -of- -- - COMPUTATIONS EB --- WB I NB SB -------------------------------------------------------------------------- Sop=(1800No)/(1+Plto((400+Vm)/(1400-Vm))) 1666 1431 1608 1614 Yo=Vo/Sop 0.141 0.069 0.168 0.127 Gu=(G-C*Yo)/(1-Yo) 17.401 19.919 .16.363 17.936 Fs=(875-0.625Vo)/1000 0.728 0.813 0.707 0.747 P1=Plt(1+((N-1)G)/(Fs*Gu+4.5))) 0.473 0.210 0.195 0.237 Gq=G-Gu 4.599 2.081 5.637 4.064 0.527 0.790 0.805 0.763 'Pt=1-P1 Gf=2Pt(1-(Pt**0.5Gq))/P1 1.716 1.637 3.780 2.725 E1=1800/(1400-Vo) 1.545 1.384 1.592 1.506 Fm=Gf/G+(Gu/G)(1/(1+P1(El-1)))+(2/G)(1+P1) 0.841 1.022 0.947 0.964 ' Flt=(Fm+N-1)/N 0.841 1.000 0.947 0.964 SATURATION FLOW ADJUSTMENT WORKSHEET Page-6 ----------------- IDEAL I ADJ. SAT. NO. f f f f f f f f SAT. FLOW LNS W HV G p BB A RT LT FLOW ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB LTR 1800 1 1.000 1.000 1.000 0.800 1.000 0.900 0.893 0.841 973 WB LTR 1800 NB LTR 1800 SB LTR 1800 1 1.000 0.995 1.000 0.800 1.000 0.900 0.871 1.000 1123 1 1.000 0.990 1.000 0.800 1.000 0.900 0.876 0.947 1065 1 1.000 0.995 1.000 0.800 1.000 0.900 0.879 0.964 1094 CAPACITY ANALYSIS WORKSHEET Page-7 ADJ. ADJ. SAT. FLOW LANE GROUP FLOW RATE FLOW RATE RATIO GREEN RATIO CAPACITY v/c (v) --------- (s) --------- (v/s) ----- (g/C) (c) --------------------- RATIO ----- EB LTR 188 973 0.193 0.440 428 0.439 WB LTR 298 1123 0.265 NB LTR 254 1065 0.238 SB LTR 353 1094 0.323 Cycle Length, C = 50.0 sec. Lost Time Per Cycle, L = 6.0 sec. 0.440 494 0.602 0.440 469 0.542 0.440 1481 0.734 Sum (v/s) critical = 0.588 X critical = 0.668 1 1 LEVEL -OF -SERVICE WORKSHEET Page-8 DELAY LANE DELAY LANE LANE DELAY LOS v/c g/C CYCLE d GROUP d PROG. GRP. GRP. BY BY RATIO RATIO LEN. 1 CAP. ----- 2 ----- FACT. ----- DELAY ----- LOS ---- APP. ----- APP. ---- ----- EB ----- ----- ----- LTR 0.439 0.440 50.0 7.4 428 0.5 0.85 6.7 B 8.4 B WB LTR 0.602 0.440 50.0 8.1 494 1.5 0.85 8.2 B 10.1 B NB LTR 0.542 0.440 50.0 7.8 469 1.0 0.85 7.5 B 12.4 B SB LTR 0.734 0.440 50.0 8.8 481 3.9 0.85 10.8 B 11.9 B Intersection Delay = 11.1 (sec/veh) Intersection LOS = B 1 1 1 1 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT INTERSECTION -Dayton Street/SR 104 AREA TYPE ..... OTHER ANALYST ....... Beiying Wang DATE .......... 11/21/90 TIME.......... PM Peak COMMENT....... Projected volumes -------------------------------------------------------------------------- VOLUMES GEOMETRY, EB WB NB SB : EB WB NB SB LT 30 65 149 33 : L 12.0 L 12.0 L 12.0 L 12.0 TH 202 248 310 205 : T 12.0 TR 12.0 T 12.0 'T 12.0 RT 143 45 39 29 : TR 12.0 12.0 TR 12.0 TR 12.0 RR 30 0 0 0 : 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE M M Y/N Nm Nb Y/N min T EB 0.00 3.00 N 0 0 0.97 50 N 25.8 3 WB 0.00 4.00 Y 20 0 0.88 50 N 25.8 3 NB 0.00 0.00 N 0 0 0.78 50 N 22.8 3 SB 0.00 2.00 N 0 0 0.59 50 N 22.8 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH = 60.0 PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 EB LT X NB LT X TH X TH X RT X RT X PD X PD X WB LT X SB LT X TH X TH X RT X RT X PD X PD X GREEN 27.0 0.0 0.0 0.0 GREEN 27.0 0.0 0.0 0.0 YELLOW 3.0 0.0 0.0 0.0 YELLOW 3.0 0.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB L 0.067 0.450 7.1 B 6.6 B TR 0.228 0.450 6.5 B WB L 0.138 0.450 7.4 B 8.2 B TR 0.539 0.450 8.4 B NB L 0.380 0.450 8.6 B 7.3 B TR 0.296 0.450 6.8 B SB L 0.119 0.450 7.3 B 6.7 B TR 0.265 0.450 6.7 B -------------------------------------------------------------------------- INTERSECTION: Delay = 7.2 (sec/veh) V/C = 0.459 LOS = B 1985 HCM: SIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET ......... Dayton Street NAME OF THE NORTH/SOUTH STREET....... SR 104 AREA TYPE ................. .........OTHER NAME OF THE ANALYST ..................Beiying Wang DATE OF THE ANALYSIS .................11/21/90 TIME PERIOD ANALYZED.................PM Peak OTHER INFORMATION: Projected volumes TRAFFIC VOLUMES EB WB NB SB LEFT ----- 30 ----- 65 ----- 149 ----- 33 THRU 202 248 310 205 RIGHT 143 45 39 29 RTOR 30 0 0 0 (RTOR volume must be less than or equal to RIGHT turn volumes.) 1 INTERSECTION GEOMETRY Page-2 NUMBER.OF LANES PER DIRECTION INCLUDING TURN BAYS: EASTBOUND = 3 WESTBOUND = 2 NORTHBOUND = 3 LANE 1 2 3 4 5 6 EB TYPE WIDTH L 12.0 T 12.0 TR 12.0 WB TYPE WIDTH L 12.0 TR 12.0 L - EXCLUSIVE LEFT LANE ' LT - LEFT/THROUGH LANE LR - LEFT/RIGHT ONLY LANE LTR - LEFT/THROUGH/RIGHT LANE ADJUSTMENT FACTORS 12.0 NB TYPE WIDTH L 12.0 T 12.0 TR 12.0 SOUTHBOUND = 3 SB TYPE WIDTH L 12.0 T 12.0 TR 12.0 T - EXCLUSIVE THROUGH LANE TR - THROUGH/RIGHT LANE R - EXCLUSIVE RIGHT LANE GRADE HEAVY VEH. ADJACENT PKG BUSES M ($) Y/N (Nm) (Nb) ---- PHF ---- EASTBOUND --------------- 0.00 3.00 --- N ---- 0 0' 0.97 WESTBOUND 0.00 4.00 Y 20 0 0.88 NORTHBOUND 0.00 0.00 N 0 0 0.78 SOUTHBOUND 0.00 2.00 N 0 0 0.59 Nm = number of parking maneuvers/hr; Nb = number of buses stopping/hr CONFLICTING PEDS PEDESTRIAN BUTTON (peds/hour) (Y/N) (min T) ARRIVAL TYPE EASTBOUND ---------------- 50 ---------- N ------- 25.8 ------------ 3 WESTBOUND 50 N 25.8 3 NORTHBOUND 50 N 22.8 3 SOUTHBOUND 50 N 22.8 3 min T = minimum green time for pedestrians SIGNAL SETTINGS - OPERATIONAL ANALYSIS Page-3 ACTUATED LOST TIME/PHASE = 3.0 CYCLE LENGTH = 60.0 EAST/WEST PHASING PHASE-1 PHASE-2 PHASE-3 PHASE-4 EASTBOUND LEFT X THRU X RIGHT X PEDS X WESTBOUND LEFT X THRU X RIGHT X PEDS X NORTHBOUND RT SOUTHBOUND RT GREEN 27.0 0.0 0.0 0.0 YELLOW + ALL RED 3.0 0.0 0.0 0.0 NORTH/SOUTH PHASING PHASE-1 PHASE-2 PHASE-3 PHASE-4 NORTHBOUND LEFT X THRU X RIGHT X PEDS X SOUTHBOUND LEFT X THRU X RIGHT X PEDS X EASTBOUND RT WESTBOUND RT GREEN 27.0 0.0 YELLOW + ALL RED 3.0 0.0 0.0 0.0 0.0 0.0 VOLUME ADJUSTMENT ----------------------------------------------- WORKSHEET Page-4 LANE LANE ADJ. MVT. ADJ. LANE GRP. NO. UTIL. GROWTH GRP. PROP PROP VOL. PHF VOL. GRP. VOL. ---- LN -- FACT. ----- FACT. ------ VOL. ---- LT ---- RT ---- EB ---- ---- ---- ---- LT 30 0.97 31 L 31 1 1.000 1.000 31 1.00 0.00 TH 202 0.97 208 TR 325 2 1.050 1.0.00 341 0.00 0.36 RT 143 0.97 116 WB LT 65 0.88 74 L 74 1 1.000 1.000 74 1.00 0.00 TH 248 0.88 282 TR 333 1 1.000 1.000 333 0.00 0.15 RT 45 0.88 51 NB LT 149 0.78 191 L 191 1 1.000 1.000 191 1.00 0.00 TH 310 0.78 397 TR 447 .2 1.050 1.000 470 0.00 0.11 RT 39 0.78 50 SB LT 33 0.59 56 L 56 1 1.000 1.000 56 1.00 0.00 TH 205 0.59 347 TR 397 2 1.050 1.000 416 0.00 0.12 RT 29 0.59 49 * Denotes a Defacto Left Turn Lane Group 4 1 1 SUPPLEMENTARY .WORKSHEET FOR LEFT -TURN ADJUSTMENT -FACTOR -------------Page-5 ' INPUT -VARIABLES- -----------------=----------------- EB ---_-WB------NB------SB Cycle Length, C (sec) 60.0 60.0 60.0 60.0. Effective Green, G (sec) 27.0 27.0 27.0 27.0 ' Number of Lanes, N 1 1 1 1 Total Approach Flow Rate, Va (vph) 356 407 638 453 Mainline Flow Rate, Vm (vph) 325 333 447 397 -Turn Flow Rate, Vlt (vph) 31 74 191 56 'Left Proportion of LT, Plt 1.000 1.000 1.000 1.000 Opposing Lanes, No 1 2 2 2 Opposing Flow Rate, Vo (vph) 333 325 397 447 Prop. of LT in Opp. Vol., Plto 0.000 0.000 0.000 .0.000 -------------------------------------------------------------------------- COMPUTATIONS ______________________________________________________________ EB WB NB SB r Sop=(1800No)/(1+Plto((400+Vm)/(1400-Vm))) 1800 3600 3600 3600 Yo=Vo/Sop 0.185 0.090 0.110 0.124 Gu=(G-C*Yo)/(1-Yo) 19.510 23.729 22.914 22.316 Fs=(875-0.625Vo)/1000 0.667 0.672 0.627 0.595 P1=Plt(1+((N-1)G)/(Fs*Gu+4.5))) 1.000 1.000 1.000 1.000 Gq=G-Gu 7.490 3.271 4.086 4.684 'Pt=1-P1 0.000 0.000 0.000 0.000 Gf=2Pt(1-(Pt**0.5Gq))/Pl 0.000 0.000 0.000 0.000 E1=1800/(1400-Vo). 1.687 1.674 1.794 1.890 0.577 0.673 0.621 0.586 'Fm=Gf/G+(Gu/G)(1/(1+P1(E1-1)))+(2/G)(1+P1) Flt=(Fm+N-1)/N 0.577 0.673 0.621 0.586 SATURATION FLOW ADJUSTMENT WORKSHEET Page-6 IDEAL ADJ. SAT.. NO. f f f f f f f f SAT. FLOW ---- LNS --- W ----- HV ----- G ----- p ----- BB ----- A ----- RT ----- LT ----- .FLOW ---- EB L 1800 1 1.000 0.985 1.000 1.000 1.000 1.000 1.000 0.577 1022 TR 1800 2 1.000. 0.985 1.000 1.000 1.000 1.000 0.938 1.000 3325 WB L 1800 1 1.000 0.980 1.000 1.000 1.000 1.000 1.000 0.673 1187 TR 1800 1 1.000 0.980 1.000 0.800 1.000 1.000 0.973 1.000 1374 NB L 1800 1 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.621 1118 TR 1800 2 1.000 1.000 1.000 1.000 1.000 1.000 0.981 1.000 3530 SB L 1800 1 1.000 0.990 1.000 1.000 1.000 1.000 1.000 0.586 1043 TR 1800 2 1.000 0.990 1.000 1.000 1.000 1.000 0.978 1.000 3487 CAPACITY ANALYSIS WORKSHEET Page-7 ADJ. ADJ. SAT. FLOW LANE GROUP FLOW RATE FLOW RATE RATIO GREEN RATIO CAPACITY v/c (v) ---=----- (s) --------- (v/s) ----- (g/C) ----------- (c) ---------- RATIO ----- EB L 31 1022 0.030 0.450 460 0.067 TR 341 3325 0.103 0.450 1496 0.228 WB L 74 1187 0.062 0.450 534 0.138 TR 333 1374 .0.242 0.450 618 0.539 NB L 191 1118 0.171 0.450 503 0.380 TR 470 3530 0.133 0.450 1589 0.296 SB L 56 1043 0.054 0.450 470 0.119 TR 416 3487 0.119 0.450 1569 0.265 Cycle Length, C = 60.0 sec. Sum (v/s) critical = 0.413 Lost Time Per Cycle, L = 6.0 sec. X critical = 0.459 LEVEL -OF -SERVICE WORKSHEET Page-8 ----------------------------- DELAY LANE DELAY LANE LANE DELAY LOS v/c g/C CYCLE d GROUP d PROG. GRP. GRP. BY BY RATIO RATIO LEN. 1 CAP. 2 FACT. DELAY LOS APP. APP. ----- ----- ----- ----- ----- ----- ----- ----- ---- ----- ---- EB L 0.067 0.450 60.0 7.1 460 0.0 1.00 7.1 B 6.6 B TR 0.228 0.450 60.0 7.7 1496 0.0 0.85 6.5 B WB L 0.138 0.450 60.0 TR 0.539 0.450 60.0 NB L 0.380 0.450 60.0 TR 0.296 0.450 60.0 SB L 0.119 0.450 60.0 TR 0.265 0.450 60.0 7.4 534 0.0 1.00 7.4 B 8.2 B 9.1 618 0.7 0.85 8.4 B 8.3 503 0.2 1.00 8.6 B 7.3 B 8.0 1589 0.0 0.85 6.8 B 7.3 470 0.0 1.00 7.3 B 6.7 B 7.8 1569 0.0 0.85 6.7 B Intersection Delay = 7.2 (sec/veh) Intersection LOS = B Yag B TENANT IMPROVEMENTS DAYTON STREET 0 SITE PLAN & FIRST FLOOR PLAN SCALE: 1" = 10'-0" Y LINE, ,NC K EE, TYP OWER 0 W Z) z W Q F— PROJECT TEAM: OWNER: Retelco Properties Corp. 152 3rd Ave. S., Suite 202 Edmonds, WA 98020 Scott Johnson, Site Coordinator scottj@retelcoproperties.com (425) 672-9700 (425) 672-9797 Fax ARCHITECT: Hutteball & Oremus Architecture, Inc. 4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA 98033 Bill Chaput, Principal in Charge bchaput@hoarch.com Stephen Murakami, Project Manager smurakami@hoarch.com (425) 828-8948 (425) 828-9067 Fax DRAWING INDEX: ARCHITECTURAL G0.0 COVER SHEET, GENERAL INFORMATION & SITE PLAN A1.0 FIRST FLOOR & REFLECTED CEILING PLANS, COUNTER DETAILS PROJECT INFORMATION: SITE ADDRESS: 152 3RD AVE. S. EDMOMDS, WA 98020 LEGAL DESCRIPTION: BEGINNING AT THE NORTHWEST CORNER OF THE THIRD AND DAYTON STREET IN THE CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON; THENCE NORTHERLY ALONG THE WESTERLY LINE OF THE THIRD STREET 120 FEET; THENCE WESTERLY 119 FEET; THENCE SOUTH 120 FEET; THENCE EASTERLY 119 FEET TO THE POINT OF BEGINNING. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SECTION/TOWNSHIP/RANGE: 23 / 27N / 3E AUTHORITY HAVING JURISDICTION: CITY OF EDMONDS CONSTRUCTION TYPES & OCCUPANCIES: BASEMENT: Type I Group S-2 FIRST FLOOR: Type VA Group B SECOND FLOOR: Type VA Group R-2, Group B AREA OF IMPROVEMENTS: 716 SQ FT (LAW FIRM - 3 EMPLOYEES) SEPARATE PERMITS: 1. FIRE ALARM SYSTEM ALTERATION 2. STATE ELECTRICAL LEGEND: o 1 PROPERTY LINE ® EM EM CM EM EM EM ® ACCESSIBLE ROUTE OF TRAVEL VICINITY MAP ' . ;r PUGET SOUND Ui M ? DAYTON ST. C6 Li 5 v, PROJECT SITE: 152 3rd Ave. S. Edmonds, WA 98020 1-5 EXIT #179 JURISDICTION: CITY OF EDMONDS BUILDING CODE: 2012 IBC ZONING: BD4 - DOWNTOWN MIXED RESIDENTIAL (UN-SPRINKLERED) OCCUPANT LOAD: BASEMENT 66 FIRST FLOOR 102 SECOND FLOOR 46 TOTAL 214 SUITE 107: OCCUPANT LOAD = 7 sf EXISTING BUILDING AREA SUMMARY: sf EXISTING BASEMENT: 14,208 sf EXISTING FIRST FLOOR: 13,490 sf EXISTING SECOND FLOOR: 13,047 TOTAL EXISTING BUILDING AREA: 40,745 HEATING / VENTILLATION / AIR-CONDITIONING: (NO CHANGE THIS PERMIT) PARKING: EXISTING BASEMENT PARKING GARAGE: 32 STALLS (NO CHANGE THIS PERMIT) (INCLUDES ACCESSIBLE STALL) TRASH / RECYCLING: EXISTING ENCLOSURE NEAR GARAGE ENTRANCE @ GARAGE LEVEL (NO CHANGE THIS PERMIT) ABBREVIATIONS: & AND DP DIMENSION POINT EXIST EXISTING (E) EXISTING FECR FIRE EXTINGUISHER CABINET - RECESSED FV FIELD VERIFY DIMENSION GB GYPSUM BOARD (TYPE X - TYPICAL) GRMT GROMMET (2 1/2" DIA) HDWT HARD WOOD TRIM HOA HUTTEBALL & OREMUS ARCHITECTURE HT HEIGHT HVAC HEATING AND AIR CONDITIONING PLBS PLASTIC LAMINATE BACK SPLASH PLCT PLASTIC LAMINATE COUNTER TOP RB RESILIENT BASE - (MATCH EXISTING) UNO UNLESS NOTED OTHERWISE W/ WITH 1010 7*6- Ex IVIG 3 a 2013 DEVELOPMENT SERVICES COUNTER Huttleba A R C H I T E C T U &Oremu 4010 Lake Washington Blvd. NE, Suiti Kirkland, WA 98033 p 425 828 8948 f 425 828 906' 5408 Date: 08/30/20 Project No. 1315 Drawn: PERMIT SET Sheet No. 140558 QO�J�IO�a0� ��i11�:'A �owQ;r r r C,��'J\ � I • plA CONDO,I I I .. N 89 57 32 E 11 /l9 00 524 M PROP AN/rARY U&WER CLEAVOUT _ _ I • P� \ P CONNECT TO EXIST ROOF `9R4IN UYsrEM Q4 \S/,OE 6EWE,2 TO SY Pw r8/IYC7 CONTRACTOR qP 57.E aELL %30' .30' i COLUMN LINE$ i • �' AAYtON .ST. PE,2 ct rE PLAN - Ji'IARlNA � i � sY LA,ftSEN �T A 1Cog1MG • � c r.S ! rOWG-�'MU9021•�• Z. I ' — Q 104 -TYP/GAL I r ' LEGAL D E"C R I P T I O N 54"plA -TYPE IT EnIS riNG z THAT PORTION .OF 1 1E SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 23, i I OFFICE /6U/Lr0/KG ; Q � 1 i � TOWNSHIP 27 NORIII, RANGE 3 EAST, W.M., DESCRIBED AS FOLLOWS; BEGINNING AT THE 1 I NORTHWEST CORNE11 OF THIRD AND DAYTON STREETS IN THE CITY OF EDMONDS, SNOHOMISH 3 i r0 +BE /2EMOVE,O COUNTY, WASHING's')N; THEta�.,E NORTHERLYALONG THE WESTERLY LINE OFTHIRD STREET 120 I 1 I , I �7• - FEET; THENCE WESTMLY 119 FEET; THENCE SOUTH 120 FEET; THENCE EASTERLY 119 FEET TO `. I , ' ; C 1 00 VICINITY MAP THE POINT OF BEGINNING. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WI`eSHINGTON. SUBJECT TO EASE:v1;-NTS, RESTRICTIONS AND RESERVATIONS NOW OF RECORD. � � SCALE /"=5,/ZO' /\/�y�\/y > +' -- .� ••, I , x %I 1 ' . ROOM SE,O WATER NNEGT/ON PROPO PROPOSE/) 6" SAN. 06WE,P I r (SIZE AND .LOGAT/ON ,BE ,0E7-ERM!N My PLUM,6lNCG CONTRACTOR) 8Y THE PLUMPSING CONTRACTOR, BENCHMARi"1,6 LLB 03 t.f TOP OF MONUMENT AT INTERSECTION 3RD & JAMES ELEV. 48.09 Nora _, � .•� `_J_ 1 • DATUM: CITY OF EbMONDs _ ; fCOOR ORAIAS TO ,8E /NSTACLEI� v GARAGE AS R60UIRCO 6Y TKE I r �� ' PLL.IM!3lNG GOgr A14,91OR rNE G Ty, '. p 0c�oPLOOR ORA/NS ??';ALL DE CONNEC ED i � , To rHE SAID . SE WE'K .10 L1J NOTES �.r -- I -- ❑ 1 Q I� 1 D Q z NOTE: ; cR LINE LOCATION APPROX. ONLY FROM CITY OF EDMONDS WATER PLANS.. �--� � �' CIO 4 Z 1' I 6X1\5 rING NOTE: BOUNDARY LINES AS SHOWN HAVE BEEN PLOTTED FROM RECORD �i r`2 54"s0/A.- TYPE ZL HOUSE • INFORMATION. THIS MAP GOES Idi�`i- REPRESENT A BOUNDARY �, r' ,'•' ,' W�k'EiSTR/GTOR ,' � "� 1` •s�w�'�� 1 �� ' TO ,6E 2EMOVEC� SURVI:Y AND NO PROPERTY CORNERS HAVE BEEN SET. THIS / Q x I PROP�.kTY MAY BE SUBJECT O EASEMENTS, RESTRICTIONS AND I �' jC r•7 , , Lu T� © p v RESF .Y'ATIONS NOT SHOWN. V. /Z.5` I C J O/iA�l � ���L t� -4 I I w 1 1 ' ' 1 I I , W : _ COUSr�..,UCRoAl ENrRAPVC r , . I (� ❑ �1� F (20, x 501� I � � 5 �� + �� ® Ems— roRM O 11413 , I 9.0' .' I ,CAMG� DOWN-- _ . xl.S / - N G �.; - E T ;o ISEE AIFCH. 1 U I ! FOR DISMILZS 1 1 i EX I.S T / N G r8 L p ! N G ,i ,,,' o �� EX.20 DRIVEWAY F--:NTRANC�' BE RrEMOVE-0 (w ,BUIL0114 G R6LOGATE a. J169 POST N c;�� /� ��1 I i • ' I e � 1 6X/.5T/NG ,DRIVEWAY , 3729� �.'� ' 3� �.; ' r - _r .00y[ , , i :I�, , !►.,d . . ;.! ,'...,,;�' A r �• �i♦ •O,j.; �'y �,.,f y, �q /' oOXI is _ . r .,` I Q'W� �.lV ' � '�� �. ,� , � .. ., � • •,1 ' 1 � �' , •. �,,. , , r _ e 1,h � '� � ' •� � �� n+�:•t+ `' 1 ' � I ,• - ' 1 I h `� 4 kP. _, 1 - • .1 �a, •, 6X1\5T. C�N�. _ ; I J'IDEwALx —'1 t5r • ,, r �Z `; ; + ,fig ©, / ! = sex r!c c - 1 li2' - 12" CF' ' s�(PL ° 3t.OB 44 �,...— — I/,/ i EX.CURB GUT) :.R TO �E REPLACED � / ,--'" 1 E . �S,,sTQRM...pRA / Uj UEjC, EX. 2 GAS _ NOTE : LOCATION OF .510E \3, WE,2S r0 EX. 4U/L,DINGS UNKNOWN' ' ' ._ _•-�— W ,' ! ?5' 64PA6E ENTRANCE o / EX . !Z" BAN/TARY �S6W R 0 , , ! /I dw r/�r J66 D0V6WAY ENTRANCE 4 DIA. •TYPE ff i /I /� IOETAIL, SHEEr._2_. % r� UJI1 , co _ —.�{ �_ . , <> 1 EX. /Z" JAN/TARY LfQVF_R 1 ' � � �ONNEcr � 1• .. w `% `� �DJ X, EX. ISj *,q PROPOLsEiO (� `' �', !.,u'RN. O N `�', , �)C• SS /Y1 R11" = 36.2/ )'EWER TO EX. /2° �J� 7 46 • .7 /iV V- = 94, 70 ' dA/Y. J'EW6k lP/iYl � 1i � ;o /NV. (W),7 :4Z 6K. - W __ w.... • _... _ _ . � . o � � w Iry EX. 8 " G• 1. WATER MAIN - NOTE - MISTING UTILITIES �' t D AY TO � E E � THE LOCATIONS OF EXISTING "�'ILITIES St `OWN (3N' F .AN ARE ' APPROXIMATE. THP CONTRACTOR ';�)FIALL REQUEGT FIELD LO'_ `)N FROM THE OWNLG'..:, OF A ., . ; .FEC'TED UNDERGROUND UTiLITIES-AT LEAD,, OU 14-5 iN Ad)VANCL OF C.a,�, g RUCTION. THE NE CALL LOCATION NUMBER IS 1-800-424- ENOI NEE NiPLAN ,.'. 5555. 1 F OR Filter Barrier: This s3diment barrier may be constructed using /" / / �� BARRIER_ stand flows o aexceedin filter fabric, It is designed for low `/—! L or moderate flows not exceeding 1 cfa. P�PD�Q ^ �4 V� / �y MON A <' + L OWNERIDEVELOPER �,��.L Er�,•ry,-arn. 1. 'reie height of a fitter barrier shall ba a minimum of 15 inches and (� ®,/ �j �/ T J��/"L _ i.. Set the stakes. 2. Excavate a 4"x4" trench aha.11 not exceed L.- inches. CONS r (J C/ I / 11 �'Y/ �A/ 7 C6 upslope along the line of _ JACK WIGGINS CONSTRUCTION CO. ,INC. I � S � I� SECTION 23 T. � � N.y R. 3 E., •W. M Y stakes. 2. standard ,trength synthetic filter fabric shall be purchased Aft•t, 4 y in a continuous roil. and cut to the length of the barrier to avoid AGGREGATE: BALLAST (WASF, :UT STD. SPEC. 9-03.9(1). 152 - 3RD AVENUE SOUTH � „v .,,`, the use of joints (:nd thus improve the strength and efficiency of EDMONDS WASHINGTON 98020 Q` w���` EDMONDS the barrierl. EMEND THE FULL WIDTH OFNCE DIMENSIONS: F MUST BE iCULARINGREs ANDETREAST8INCHESTHICK. IT MUST (206) 77►-1143 ' •a�o�t6 CITY 0f_ S EGRESS AREA. ' ''• '''� r, • 3. The stakes shall b,+ npaced a maximum of 3 feet apart at the barrier ~ CkS !�� O H O M I S H C 0 U N T Y W A S H I N G TO N �' �-_ _ location and drip+ry;. securely into the ground (minimum of 8; inches). ,; M1 I �1 op FROM ING: IF VEI VEHICLE TIRESONS BY CON1r+ET SITE WI HRF SUCHATHEL MOST OF THE MUD IS NOT REMOVED -, ,; �@ ao•••f wA''••,� - Flow -^�� ,a 4. A trench shall be .I.cavated approximately 4 inches wide` and A inches C V THEN THE TIRES MUST bi :iED Ry ��. , z" deep along the lino of stakes and upslope from the barrier., ; 1, gilt fences end filter barriers shall be inspected immediately after BEFORE VEHICLES ENTER A PUE;IC ROAD Y:` WATER MUST BE CARRIED AWAY F. THE !� Rr p y ENTRANCE TO A SETTLING AREI TO REMC,' 'JENT. A WASH RACK MAY ALSO 6.i USED°� �D C i each rainfall ar,d at least daily during prolonged rainfall. An, i �. = b 1 5. The filter materiel shall be stapled to the wooden stakes, and 8 TO.MAKE WASHING MORE CON :NIENT AYD iJ,ECTIVE. ag''` ., ► - 3. Staple filter materiel 10 4. Backf111 and compact the inches of the facri; shell be extended into the trench. Heavy duty req�rired repairs shall be made immediately. - y`,;;•,.�- ° -'! f '"ISED PER GIT7 COMMENT E3^ 1 • 91 EOM stakes and extend 1t 'into excavated soil. wire staples at 1"jt 1/?-inch long shall !� norl. Filter material 2, Should the fabric on a silt fence or f5.<:. INSTALLATION: THE AREAOFTH:ENTRANCESHOULDBECLEAREDOFALLVEGETATION,ROG`'ia^ 069 Trier decompose or AND OTHER OBJECTIONAL Mi.;EPIAL. THE GRAVEL SHALL BE PLACED TO THE SPECIFfEO �� •• / ,�E'j ilFo PER CITY CQMNJEvm - 6 - 4- 9l SF shall not bm atapl, i to .:'sting treeai <• , p ?acted usable lif EXPIRES Bt2T 192 the trench. ineffective riot to the end of � � ^-^ ( artier still be necesea the fabric 1 hall be re lucid toss t1 DIMENSIONS. ANY DF(AiNAGE FACILITIES REQUIRED, BECAUSE OF WASHING: SHOULD BE 8 4i,, oe#@m lot .• 4� I 6. The trench ohali tz Dackfilled and th"o. it compacted or,. L,,e filter ' p p p y CONSTRUCTED ACCORDING TO i 'ECIFICAlIONS IN SHE PLAN. IF WASH RACKS ARE USED, THEY - + 11) I 1 material. SHOULD BE INSTALLED ACCORiING TO MANUFACTURER'S SPECIFICATIONS. �� �oe� 'p - pp�� �•e �'1 • rs p 3. Sediment deposi..s should be removed after each atom event. They I APPROVAL ��9 ��� L6veii sauerland ,�SS®Ciat any roc. must be removed when depoe to reach approximately ens -half the height MAINTENANCc: THE ENTRANCF':IYALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT 9. If •filter harried Sa to be constructed across a ditch line or awale i✓�`�' ' A �� I' �' ��'` `' -' th:. ;.rrier shall 1%) of sufficient length to eliminate znd flow, ' - of the barrier. - . - TRACKING OR FLOW OF OI•:f0 PUBLICRIGHTS-OFTHIS MAY REQUIRE PERIODIC TOP „•--.,. - Il ears / 5urveyGars /Planners/ Development Consultants ' t , ,�{ ;.�d the plan eonf!.;;iral%on shall resemble an arc or horseshoe with DRESSING WITH 2-INCH STONE,P.S CONL1111ONS DEMAND, AND REPAIR AND/OR CLEANOUT OF APPROVED FOR CONS G , . �CTIOi { , .'' An asdima,a ue oaita remain in lace after t:�.: silt fence or n ry ��,' jf •y, •�,,// the ends oriented !+;slcpa. ' ` y� p B F ANY STRUCTURES USED TO TRr', SEDI(.9cfd. ALL MATERIALS SPILLED, DROPPED, WASHED OR - �/ ' / I fib! Ih filter barrier is no longer required shall be dressed to confopm TRACKED FROM VEHICLES ONTU IIOADWAY OR INTO STORM DRAINS MUST BE REMOVED I,G (��� ?I�-1 91 19400 33rd Avenue e 20 •Lynnwood, WA 98037 • (206) 775.1591 y (206) 340.0830 8. Filter barriers auu'.l be removed When they have served their useful with the existing g� ode, prepared and seeded. IMMEDI.� , - purpose, but not be.^ore the upslope area has b tc-manently stabi- BY TDRAI'V CHECK IDDA F.B. SCALE rILE NO i ! lizad. CONSTRUCTION OF A FILTER BARRIER /„ _ a, SHEET I. OF