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1115 OLYMPIC AVE.PDFlill I iiiii lill 12434 1115 OLYMPIC AVE ADDRESS: /// S D y1y/,0p/G TAX ACCOUNT/PARCEL #: 00SZ1S 9D0040110 � BUILDING PERMIT (NEW STRUCTURE) #: COVENANTS (RECORDED) FOR: CRITICAL AREAS #: DETERMINATION: ❑ Conditional Waiver ❑ Study Required aiver CRITICAL AREAS #: DETERMINATION: ❑ Conditional Waiver ❑ Study Required . ❑Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORD FOR: PERMITS (OTHER — list permit #'s): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: 9!Z Ul08 SEWER LID FEE $: - LID #: SHORT PLAT FILE: LOT: BLOCK - SIDE SEWER AS BUILT DATED: J2 1 / U 3 SIDE SEWER PERMIT(S) #: `tji3 GEOTECH REPORT DATED: STREET USE/ENCROACHMENT PERMIT #: . FOR: WATER METER TAP CARD DATED: OTHER: L:\TEMP\DST's\Forms\Jana's Street File Checklist 5-14-08.doc • PLANNING DATA SINGLE FAMILY RESIDENTIAL STREET FILE Name: c1h Date: 111 �� �F��r�� �e<v_�S� --- —3� -------------------- Site Address: Plan Check # 1 Okyo,? c v���. ac og_- azao -- Project Description: "T�p-S� any ����o� '6^d r-e,-, eA . Reduced Site Plan Provided: YE / NO) Zoning: �S Map Page: Corner Lot: (YES J NO Flag Lot: (YES NO Critical Areas Determination aOO55 /3 ❑ Study Required Waiver SEPA Determination: E'xe4�nA 0 Exempt ❑ Needed (for over 500 cubic yards of grading) ❑ Fee ❑ Checklist ❑ APO List with notarized form Required Setbacks Street: E Side: Side: Rear: Ic-- Actual Setbacks _ _ Street: E a l Side: , Side: S ; _ `� Rear: as,,, Detached Structures: Ex'2A,'q).�en s�ecf! in SW er oq s�-ie inc%caw � \,e, re"C'ved. V ❑ Rockeries: Nam ❑ Fences/Trellises: Bay Windows/Projecting Modulation: UQPec- -Floor ea,�,Vvers ol\ g'Ael e\-b,. Stairs/Deck: 1711ilAHeight Datum Point- r+ TbP C�-r V_q[G—u.._� Datum Elevation: / # Maximum Height Allowed: � Actual Height: / Other Parking Required: a Parking Provided: a ,� Lot Area: Maximum Lot Coverage: 35% Proposed: LW% y \, rec -a \e �9Fx5V)is y,val,*J tov", S 3Y.YX o-9 line Sl Lot Coverage Calculations: ,t Cover IS re�.ne� ADU Created: (YES / NO i4 area_ iS c es>< covere46/ r-"cAL&re_%. Q U Subdivision: Legal Nonconforming Land Use Determination Issued: (YES NO Commelnts 11 \` // Acc-e� r-o� a a,V , �o �\O••-V\, Sipes oc Prpeer�� Serve's �Lzo ex 0S 1 f10. �Ome� (11a 1 � �1a3 1,ve) and -Ergo v� c kokS ( 1\17 4 mg 01r�,�,� c A \ve� . Sly✓\nce ;� S�rv2S �2SS ? ro �4, es" \ �- woes o� co un-- a s ic Plan Review By: Planning Data Form 04-1 t 06A0C #P20 Critical Areas Checklist CA File No:�- Site Information (soils/topography/hydrology/vegetation) 1. Site Address/Location: Cj O L` ASP 1 G 4\0S . EDMWl,5 • WA . l bOZc 2. Property Tax Account Number: DO t2-4$9 coo O 1 l O 3. Approximate Site Size (acres or square feet): (Z, l GO Sq•r-T 4. , Is this site currently developed? es; no. If yes; how is site developed? SINGLE AAA 1 L`-( P�6iVtFN Ca 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 present on site of more than 15% and less than 30% (a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: _moo ; Approx. Depth: 7. Site contains areas of seasonal standing water: No ; Approx. Depth: What season(s) of the year? 14& 8. Site is in the floodway _ floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surfac ? Flows are year-round? D Flows are seasonal? (What time of year? ). 10. Site is primarily: forested ; meadow — ;shrubs ; mixed urban landscaped (lawn, shrubs etc)_; 11. Obvious wetland is present on site: N D For City Staff Use Only 41- - vj 1. Plan Check Number, if applicable?Lt7 2. Site is Zoned? -- I p 3. SCS mapped soil type(s)? 61d GrY,�A� e.�c S� Am ��\c y- 4. Critical Areas inventory or C.A. map indicates Critical Area on site? ` 5. Site within designated earth subsidence landslide hazard area? DETERMINATION STUDY REQUIRED Reviewed bv: WAIVER �i City of Edmonds Development Services Department Planning Division Phone: 425.771.0220 Fax: 425.771.0221 The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of the application to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical areas inventories, maps, or soil surveys). Date Received: h� P City Receipt #: Critical Areas File #: Critical Areas Checklist Fee: $135. Date Mailed to Applicant: A property owner, or his/her authorized representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map, along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant. shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or incomplete information furnished by the applicant, his/her/its agents or employees. By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that I am authorized to file this application on the behalf of the owner as listed below. SIGNATURE OF APPLICANT/AGENT 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 public officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection and posting attendant to this application. SIGNATURE OF OWNER DATE PLEASE PRINT CLEARLY Owner/Applicant: RIA �TEI�t�J50� Name 102 t UL`(MPtC- ,Ave. Street Address EUMotilt>s WA 9 �oZa City State Zip Telephone: ZD(o• Ir23.0410 Applicant Representative: Name Street Address City State Zip Telephone: Email address (optional): Email Address (optional): r Ihc.18o�0 April 29, 2008 CITY OF EDMONDS 121 5TH AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • FAX (425) 771-0221 Website: wwwd.edmonds.wa.us DEVELOPMENT SERVICES DEPARTMENT Planning • Building • Engineering Maria Stevenson 1021 Olympic Avenue Edmonds, WA 98020 Subject: Determination regarding Critical Areas Checklist: CRA20080043 Dear Applicant: Enclosed please find a copy of the Critical Areas Checklist you submitted. GARY HAAKENSON MAYOR AUG - 8 2008 BUILDING DEPARTMENT CITY OF EDMONDS The 'DETERMINATION" reached by the City is located on the reverse side of the form (bottom of page). IT IS VERY IMPORTANT FOR YOU TO RETAIN A COPY OF THIS CRITICAL AREAS "DETERMINATION" FOR YOUR RECORDS. Please examine this Determination for additional requirements. You may need to submit additional . information such as an Environmental Checklist or Critical Areas Study. The Determination for the Critical Areas Checklist you submitted is a site -specific determination, not a project -specific determination. YOU MUST SUBMIT A COPY OF THE CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL PERMIT APPLICATIONS OR YOUR APPLICATION WILL NOT BE PROCESSED. Permit applications include the following: Building Permits Conditional Use Permits Subdivisions Variances Applications to the ADB* Land Use Applications Any other development permit applications. Thank you, Planning Secretary *Architectural Design Board Enclosure C:Wy Doc uments\LINDA\Linda's CACL.doc • Incorporated August 11, 1890 • Sister City - Hekinan, Japan SVP20 J� -C. 1 b7 City of Edmonds Development Services Department Planning Division Phone: 425.771.0220 Fax: 425.771.0221 The Critical Areas Checklist contained on this form is to be, filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of the application to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City .Hall (Critical areas inventories, maps, or soil surveys). Date Received: h� U City Receipt #: Critical Areas File #: ' Critical Areas Checklist Fee: $135. Date Mailed to Applicant: A property owner, or his/her authorized representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map, along with the signed copy of this form to assist City staff in fording and locating the specific piece of property described on this form. In addition, the applicant, shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or incomplete information furnished by the applicant, his/her/its agents or employees. By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that I am authorized to file this application on the behalf of the owner as listed below. SIGNATURE OF APPLICANT/AGENT 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 public officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection and posting attendant to this application. SIGNATURE OF OWNER Jlagk DATE PLEASE PRINT CLEARLY Owner/Applicant: �cziA ��t1�5o1J Name ( 0 Z t 0L`(MP1c- ,&,VE. Street Address EbMN,325 USA 802v City State Zip Telephone: 206• T55- c4to Applicant Representative: Name Street Address City State Zip Telephone: Email address (optional): Email Address (optional): #P20 CA File No:cA-�-43 Critical Areas Checklist Site Information (soils/topography/hydrology/vegetation) 1. Site Address%Location: 1115 OLYAFI C. WA. • jhcZo 2. Property Tax Account Number: _ _ 00 954M OUD O I l 01 3. Approximate Site Size (acres or square feet): i 211(00 �' •�T• 4. . Is this site currently developed? -Y:-Yes; no. If yes; how is site developed? SINGLE FAM 1 L'•('SID �Gt: 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 present on site of more than 15% and less than 30% (a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: NO ; Approx. Depth:A_ 7. Site contains areas of seasonal standing water: Approx. Depth: t4L& What season(s) of the year? 8. Site is in the floodway NO floodplain ND of a water course. 9. Site contains a creek or an area where water flows across the grounds surfac ? Flows are year-round? tA D Flows are seasonal? (What time of year? ). 10. Site is primarily: forested ; meadow — ;shrubs ; mixed urban landscaped (lawn, shrubs etc) ; 11. Obvious wetland is present on site: N D For City Staff Use Only iM- C"iz 1. Plan Check Number, if applicable? DLO 3c� O Sr �3 c� 2. Site is Zoned? �a -- 1 D 3. SCS mapped soil type(s)? ro- \c% r : c�,c� ,%�rrz.r, �a�c� ccx-�,a��_$ �►0 1S'� SIX 4. Critical Areas inventory or C.A. map indicates Critical Area on site? ` 5. Site within designated earth subsidence landslide hazard area? p. DETERMINATION STUDY REQUIRED y I WAIVER Reviewed bv: Date: 4//-D52/r;c> FILTER FABRIC SECURED TO 2' X 2' 14 GA. WIRE FABRIC EQUAL 2' X 2' WOOD OR EQUIVALENT 8'- 12' u 80 PLACE 3/4'-1.5' WASHED GRAVEL IN THE TRENCH AND ON BOTH SIDES OF FILTER FABRIC FENCE ON THE SURFACE. FILTER FABRIC MATERIAL IN CONTINOUS ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. t I 1 1 11 11 c it WIRE MESH SUPPORT FEUE cu i TO SUPPORT FILTER FAMIC. 1 1 1 1 11 11 11 1 1 1 11 , %D --- �------------------------- �--- 1 1 1 C BURY BOTTOM OF FILTER 1 1 N MATERIAL 8' TO 12' i It 11 6' MAX. Lv LJ \\2' X 2' WOOD POSTS OR EQUIVALENT CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER EROSION CONTROL. 'U90-199v CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. 1--C.-I-TY OF .....E.D. M .0 REVISIONS STANDARD DETAIL xoplarwu by m'm FILTER FUPJC FENCE FILTUTIQN SYSTEMS C SCALE . 7/24/01 1 NTS D" N0. E1.1 ATTACHMENT a— 9 . 22 0, towers ►►o.�i' LINE VIP N 14611 � INM L, Zo . a P Q 0 i O t-YMPIG A.v e tN Ll e }�c4�T efit-e5� (crr� � euMoe� �.-ccx.) Nw 146s MAXIMUM t`IVjc-- 1u,T A ©� S NOTED t4E tyzb 17h-- INEERING Ttsf{�e• •l`t- - 4 _ 14°l'- + Zh° ���{ ate: L -OT GoVt -cam r �PsT + saw IbCAJ-- -S&. fie- 77014, aJ pp-opevafi{ "-a- 12 t w. Fj *% ��U5101J ?� 'S��t IUb�J�[1�"[to�1 G01s[tzo•t,.t� - -- _ _ - - _ (I,15�tt.-.�l� -1V1AtNT,dar1=-�ec�x • - � �T =-off_ �-t,-T�- --=�i�2L�• - �-�.�--f� -�JU�oNvS--5?�•- Dt�i=1�==�-1 �-t == A�-E'[A�t�D. RECEIVED APR 18 2008 BUILDING STREETL� ARTMENT FILE CITY `r .� • o � To-$� t�l°dED �� lip tui�8 �h ?c - I E1C15T1N4 �x may, p • i0 d �'i5 d �ty aL o� • !ice (.ttlYNIt�E4 o0ao �2' qs° t� FoweR a i . i fur. rrlu,u 9 - - ---_ ---- -. -_ TED rE °F O LYM?)G A VENUE --�sw----- k4y= d�IW lobe MAMMA RW�e AWAT 17�t= ME t-W Se t53? s"[V��N) 4 •+a-oe •t-- 114= - of-%T c- -A\/r--- STREET FILE RECEIVE eYQ` '/NCB 0E-U,0 Ad- -(9QA �- - 8 2008 BUILDING IuEPARTMENT MY OF EDkIONDS o�(o ( 2 TREET FILE RESUB OCT 07 2008 s"c�mr"o°F�iv ON�s� - y AS NOTED NEERING 1 !vim H fT 7De. G8•��-<<.orJS �� ���_ ACME �>�cox�� ��t�55 , _ �. �(Z. �SCA'ZNI. •oR.d � �� �-l�oJc> �t JJ7� � � �J ct�L%t }� t'���ior� TI -----i o c�-LeD_ 6tJ 7?m6e— u-.EFb7 ---,IVP— OF A-* ,ct vAPL . _ oA,t _ -j ..._.. t Luc 5-cop-A& .. .-`-T t,5 . � � (,e��a OJJ • StT� �t�Tio�J • �(5 S�SZ�wt W(u, d1Q A. • 2 032 c/ —Fcz • .: �.C,-�-.� � L�1 mac. oYJ '. LrS! 1JC, Zfd W R L-VeUk o(z. C 3*6, Le AGE Fi -v '�` �'S-C�N� � `) U-N—= G&tJ PFOU (Dr -rA-i—= . GA-PACVy A�,51> Ad,� 11JFI CVQTcco� 1u Fmk). cot.ic v- nix> L(=>. 5 avv tFitz.. 7� ut ►�5, wtb c, L5 L)titZs -N,)e .OFF. 714:c-, !l10 COO -�M OF zu5 -5MZL4,-- f�%-Grof— C L6o% AIOD t, T PLAT P l IL-OJ� TOK) AT 7'RC5 ToA-s3 1113N:�L7(?-ATc6r). ': �%U1v7,dd�l� �D?JfL- 'Z�„'(.�tLTR��e(L UNITS•-t__��-l. � 'j lJKZLAC- iAA.0 L� 1 O�Jc �f 4du AccoAAPA Jt oa. RAT Fes . AcTi 7 INL1v( e,�D U)F-- L�Dt t.L 1K�57A4u. A. .I Auot D eao51 a-p 57 WA A) � r 1 M _. C 7 (► sivt z,4 rN� T. O-YaVti:r � c • Mark Dodds, P.E. Ed Sibrel/City of Edmonds c/o Ken Mattson P.O. Box 234 Edmonds, WA 98020 Subject: On -Site Drainage Opinion Job Number 80903 September 29, 2008 Stevenson Property - 1 115 Olympic Avenue, Edmonds, Washington Reference: 1) Engineering Plan Review Comments Stevenson ADD/ 1 1 15 Olympic Ave. 98020 2) City of Edmonds #E72 3) Stevenson Site Plan - Parcel 00 5489 000 011 01 by Ken Mattson 4) Three Field Percolation Test Results by Ken Mattson 5) The "Infiltrator" drainage system pamphlet - 6 pages. Dear Mr. Sibrel: The undersigned engineer has visited the subject site and reviewed the referenced documents and test results. The purpose of our work was to assess whether the "Infiltrator" drainage system was appropriate for use at this site. The field tests conducted by Mr. Mattson indicated an infiltration rate of about 2 to 10 minutes per inch, with the more permeable soils being downhill (west) of the existing structure, where the infiltration system is proposed to be located. It is our opinion that the "Infiltrator" drainage system is appropriate for use on this site. We do recommend that water flowing into the "Infiltrator" be channeled to the ground via piping or large rock be placed immediately under the orifice to disperse P.O. Box 453 ■ Kirkland, WA 98083 ■ Tel: 425.822.8568 ■ mkdodds@comcast.net MARK DODDS, P.E. September 29, 2008 0 Job Number 80903 Page 2 the energy of the incoming water and to prevent erosion of the underlying ground. Please contact the undersigned if there are any questions concerning this letter. Thank you, R Mark K. Dodds, P.E. • r1 • a _ � fi Irl l �• - rr Z GRAVEL AND PIPE 4" Perforated Pipe. University studies prove that it does not give even distribution. Infiltrative surface with biomat formation Stone Masking 40% - 60% of infiltrative surface Compaction from gravel emplacement - reduced infiltration rate PROBLEMS WITH GRAVEL: ■ Reduces infiltration rate 50% to 60% according to experts ■ Handling and waste .-•• •- • • -w%*S� ••• • • • ,• ���: STONE MASKING - LIMITS INFILTRATIVE CAPACITY - • _ - - ■ Site damage Biomat ■ Cost Water disperses beneath stones THERE IS A BETTER WAY ... THE INFILTRATOR® DESIGNED TO SOLVE PROBLEMS NL'qh�--_� INFILTRATOR® Units Available in Standard or High Capacity Storage volume c_ . more than 2 times! greater than a gravel trench of equal size �— Side designed minimi e to minimize effect Entire bottom of trench provides perfect unmasked infiltrative surface SIZE 3' x 6.25' x 1' 3' x 6.25' x 1.33' WEIGHT 25 Ibs. 30 Ibs. STORAGE 10.3ft.3 (77 gal.) 1 16.3 ff.3 (122 gal.) Infiltrative surface Backfill No soil intrusion Micro -Leaching Chambers® (No need for geotextiles) Native Soil Protective rib preve soil backfill,intrusi and creates voids for optimal bioma formation. 1/4" wide open slot provide open area equal to porosity sides of gravel tren Ribs - create additional voids for biomat n LJ • H'�gh-Capacity INFILTRATOR® Chamber Standard INFILTRATOR® Chamber Pipe and Gravel 0 1 ft.2 2 ft.2 3 ft.2 4 ft.z UNMASKED INFILTRATIVE AREA ft.2/linear ft. Documented research has clearly dem- onstrated that the INFILTRATOR® chamber provides an optimum infiltrative surface for leaching systems. Many states have already recognized this and granted system size re- ductions accordingly. The graph shows that INFILTRATOR cham- bers have twice the effective infiltrative surface area per linear foot. This is based on a 36" wide trench with 6" of gravel below the pipe assuming 50% gravel masking, com- pared to Standard and High Capacity INFILTRATOR chambers with 50% masking for INFILTRATOR sidewall, and no bottom masking. 1. Excavate 3' wide trenches and prepare infiltrative surface. 2. Screw the end plates in place and slip INFILTRATOR® units together to form desired trench length. 3. Run inlet pipe thru inlet end plate (pipe does not extend the entire length of the system), and backfill with native material (18" depth for H-20 and 12" for H-10). (Detailed instructions available.) INFILTRATOR a CHAMBERS ARE GREAT FOR MOUNDS AND PRESSURE DISTRIBUTION TOO! MOUNDS INFILTRATORS ®can easily replace the gravel in mound or fill systems, in either a trench or bed configuration. Installation is much easier with no damage to the infiltrative surface. The site preparation, design and construction of the mound system is prescribed by state code, and Infiltrator Systems' installation instructions. m 'M � _�__N_ �W. I Strata Pressure Original Grade Distribution Pipe PRESSURE DISTRIBUTION INFILTRATOR® chambers are easily adapted to pressure distribution. Simply suspend a predrilled pressure pipe in the top of the units with simple, foolproof plastic pipe hangers. Supplemental installation instructions are available for complete details, INFILTRATOR® chambers are molded from a high density poly- ethelene and are impervious to all components of wastewater, They have been structurally tested by a Registered Professional Engineer and are available with an AASHTO rating'of H-10 (16,000 Ibs,/axle with 12" of compacted cover) or H-20 (32,000 lbs./axle with 18" of cover). ■ A high performance, state-of-the-art system. ■ Double the unmasked soil interface area compared to gravel systems. ■ Complete system delivered in one pickup truck. ■ Fast & easy installation. ■ Reduced labor & machine costs. ■ Eliminates compaction, shadow effect and mess caused from gravel. ■ Easy inspection. ■ Structurally strong, H-10 and H-20 load ratings. ■ Approved by U.S. Department of Housing and Urban Development — Federal Housing Authority. ■ Complete technical back-up information is available. The INFILTRATOR® is a complete systems approach to stormwater management that gives the engineer tremendous design free- dom to meetthe needs of the individual site, The engineercan use units combined with stone for shallow or deep systems that meet any requirement for storage and treatment, require no heavy equipment except a backhoe for installation, and are highly cost effective. A detailed stormwater brochure is available upon request. It you have special problems or questions call INFILTRATOR SYSTEMS or your local distributor. iiNRLTRAMRI SYSTEMS INC- • LIMITED WARRANTY 1 .* (a) The structural integrity of each INFILTRATOR® unit, when installed in ac- cordance with manufacturer's instructions, is warranted to the original purchaser against defective materials and workmanship for one year from date of manufacture. Should a defect appear within the warranty period, purchaser must inform Infiltrator Systems Inc. of the defect within fifteen (15) days. Infiltrator Systems will supply a replacement unit. 141- trator Systems' liability specifically e*eludes the cost of removal and/or _ installation of the units. (b) THE WARRANTY IN SUBPARAGRAPH (a) IS EXCLUSIVE THERE ARE NOOTHER WARRANTIES WITH RESPECTTO THE UNITS, INCLUDING NO WARRANTIES OF MERCHANTABILITY OR OF FITNESS FOR A PARTICULAR PURPOSE. THE WAR- RANTY DOES NOT EXTEND TO INCIDENTAL,CONSEQUENTIAL, SPECIAL OR INDIRECT DAMAGES THE COMPANY SHALL NOT BE LIABLE FOR PENALTIES OR LIQUIDATED DAMAGES. INCLUDING LOSS OF PRODUCTION AND PRO- FITS, LABOR AND MATERIALS, OVERHEAD COSTS, OR OTHER LOSS OR EX- PENSE INCURRED BY BUYER SPECIFICALLY EXCLUDED FROM WARRANTY COVERAGE ARE: DAMAGE TO THE UNITS DUE TO ORDINARY WEAR AND TEAR; ALTERATION, ACCIDENT, MISUSE, ABUSE OR NEGLECT OF THE UNITS; THE UNITS BEING SUBJECTED TO STRESSES GREATER THAN THOSE PRES- CRIBED IN THE INSTALLATION INSTRUCTIONS; THE PLACEMENT BY BUYER OF IMPROPER MATERIALS INTO BUYER'S SYSTEM; OR ANY OTHER EVENT NOT CAUSED BY THE COMPANY, FURTHERMORE, IN NO EVENT SHALL THE COMPANY BE RESPONSIBLE FOR ANY LOSS OR DAMAGE TO THE BUYER, THE UNITS OR ANY THIRD PARTY RESULTING FROM ITS INSTALLATION OR SHIPMENT BUYER SHALL BE SOLELY RESPONSIBLE FOR ENSURING THAT INSTALLATION OF THE SYSTEM IS COM- PLETED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES, RULES AND REGULATIONS. (c) NO REPRESENTATIVE OF THE COMPANY HAS THE AUTHORITY TO CHANGE THIS WARRANTY IN ANY MANNER WHATSOEVER, OR TO EXTEND THIS WAR- RANTY, NO WARRANTY APPLIES TO ANY PARTY OTHER THAN TO THE ORIGINAL BUYER. Distributed by F: 4 Business Park Drive ■ Old Saybrook, CT 06475 ■ 203.388.6639 ■ 800.221.4436 ■ FAX 203.388.6810 INFILTRATOR 'and MICRO -LEACHING are trademarks of Infiltrator Systems Inc, Eliminate the problem of standing water on lawns and keep stormwater away from foundations with an INFILTRATOR® chamber downspout system. The system also meets stormwater recharge regulations (where applicable). ■ KEEPS STORM DRAINAGE AWAY FROM FOUNDATIONS ■ ELIMINATES EROSION DITCHES CAUSED BY CONVENTIONAL ROOF DRAINS ■ ELIMINATES UNSIGHTLY WATER BUILDUP ON LAWNS ■ COST EFFECTIVE MEANS FOR UNDERGROUND DRAINAGE AND RECHARGE ■ USED FOR DRIVEWAY DRAINS, TENNIS COURTS AND SWIMMING POOLS ■ MINIMIZES RUNOFF ONTO ADJOINING PROPERTIES ® PROVIDES GREATER STORAGE THAN 1.5 CUBIC YARDS OF STONE *INFILTRATOR® is a Registered Trademark of Infiltrator Systems Inc.,, g.•.,a�ccirax�v .'wt�.�.. �` ��.-_e....� °•!'a`^a`.-...e8i:A•'�.t{."+."d§�+7i.SR�' �'S_. �._..:11' ..'c'��'.�`{" ......... _,.... ... __.._...- _._..- .. ^,.'��•-•-�i K. Adapters, Y overflow, fittings • and 4° pipe for connection 7 to INFILTRATOR®chambers �, are to be supplied locally per plans or code. High Capacity INFILTRATOR® chamber and end plate. ... .. ... .. ... .. . ... .. .. . ... L � 1 UMTTED WARRANTY (a) The structural Integrity of each INFILTRATOR® unit, when Installed in occor- doneewithmanufoeturersteshuctlom.bwofrantedton*orlph dpurchaser against defecttve mateAds old worlanonsNp for one year form date of manufacture. Should a dared oppeorwItNn the warranty period. purchaser must Inform Infiltrator Systems Inc. of tt» defect wittin Mean (IS) days. WMTator Systems wet supply a replocement unit. Infiltrator Worm' loWOty spedRcal y excludes the cost of removal and/or tutalotlon of the units. (b) THE WARRANTY IN SUBPARAGRAPH (a) IS EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO WARRANTIES OF MERCHANTABILITY OR OF FITNESS FOR A PARTICULAR PURPOSE. THE WARRAN• TY DOES NOT EXTEND TO INCIDENTAL. CONSEQUENTIAL, SPECIAL OR INDIRECT DAMAGES. THE COMPANY SHALL NOT BE LIABLE FOR PENALTIES OR UQUIDAT- ED DAMAGES, INCLUDING LOSS OF PRODUCTION AND PROFITS, LABOR AND MATERIALS OVERHEAD COSTS, OR OTHER LOSS OR EXPENSE INCURRED BY BUYER. SPECIFICALLY EXCLUDED FROM WARRANTY COVERAGE ARE: MAN. AGE TO THE UNITS DUE TO ORDINARY WEAR AND TEAR ALTERATION, ACC. DENT. MISUSE. ABUSE OR NEGLECT OF THE UNIT THE UNITS BEING SUBJECTED TO STRESSES GREATER THAN THOSE PRESCRIBED IN THE INSTALLATION INSTRUC- TIONS THE PLACEMENT BY BUYER OF IMPROPER MATERIALS INTO BUYER'S SYSTEM: OR ANY OTHER EVENT NOT CAUSED BY THE COMPANY. FURTHERMORE, IN NO EVENT SHALL THE COMPANY BE RESPONSIBLE FOR ANY LOSS OR DAMAGE TO THE BUYER, THE UNITS OR ANY THIRD PARTY RESULTING FROM ITS INSTALLATION OR SHIPMENT. BUYER SHALL BE SOLELY RESPONSIBLE FOR ENSURING THAT INSTALLATION OF THE SYSTEM IS COMPLETED IN ACCOR- DANCE WITH ALL APPLICABLE LAWS, CODES, RULES AND REGULATIONS. (c) NO REPRESENTATIVE OF THE COMPANY HAS THE AUTHORITY TO CHANGE THIS WARRANTY IN ANY MANNER WHATSOEVER, OR TO EXTEND THIS WARRANTY. NO WARRANTY APPLIES TO ANY PARTY OTHER THAN TO THE ORIGINAL BUYER. If you have special problems or questions call Infiltrator Systems Inc. or your local distributor. iINFILTRAMR1' SYSTEMS INC_ i 16" 1 34° —� ROOF AREA (FTC 1 INCH NO. OF DOWNSPOUTS X 12 =VOLUME (s`' VOLUME (FP) NO. OF INFILTRATOR® UNITS 16.3 FTJ/ INFILTRATOR® REQUIRED PER DOWNSPOUT Where local regulations do not apply, Infiltrator Systems Inc. recommends to design downspout drains on the first inch of rain per storm event. An overflow should be provided to handle storm intensities greater than one Inch. NOTE: Depending on soil conditions, actual storage vol- umes may be greater due to exfiltration during the storm event. Distributed by 4 Business Park Road a P.O. Box 768 a Old Saybrook, CT 06475 a 203-388-6639 • 800-221-4436 a fax 203-388-6810 PAT. NOS. 4.739,661, 5.017.041 AND 5,156.488 Canadian.and other.potents pending:. 6199.4 Infiltrator Systems Inc, DSD 0494 - mr,—•-- - - w - '-., :�.,-.a,. '=s��s,hs:3;.��...---ta- ram.., -- Table 1 -- Detention Pipe Sizes � * Impervious Surface Required Area Sq. Ft. Vol Cu Ft 2000 50 2500 62 3000 75 3500 87 4000 100 4500 112 5000 125 Pipe Diameter 15'" 18" 24" 30" 40 28 16 10 50 35 20 13 60 42 24 15 Required pipe 70 49 28 18 length in feet 80 56 32 21 90 63 36 23 100 70 40 25 *NOTE: Use the next highest surface area to determine detention size if calculated impervious surface area is greater than 1/2 the value between numbers. (i.e., 2280 use 2500) Table 2 -- Outlet Orifice Sizes Impervious Surface Area Sq. Ft. Outlet Orifice Diameter (Inches) 2000-2999 5/8 3000-3999 3/4 4000-5000 7/8 Table 3 -- Rectangular Catch Basin Requirements I Detention Max. Size Catch Basin pipe diameter knockout Type < 18" 20" Type I, CB 15 18" to 24" 26" Type IL, CB 16 24" to 36" 36" Type II, CB 19 19 (48" Basin) 36" to 42" 42" Type II, CB 19 19 (54" Basin) *Source: Assoc. Sand & Gravel Co. Standards ALLLOWABLE. STORM DRAINAGE DETENTION OR CONVEYANCE MATERIALS: • Reinforced Concrete (right-of-way) • Non -reinforced Concrete (non -right-of-way) • Aluminized Steel • Aluminum 16 GA or better • CMP Asphalt Coated • N-12 ADS HDPE (Min. 2' cover required under paved areas) water tight • PVC-SDR 35, ASTMD-3034 or better • Ribbed PVC pipe, ASTM D-2444 • Ducticle iron pipe Class 50 - Tightlines system: • N-12 ADS (Smooth Wall) • PVC-SDR 35, ASTMD-3034, or better • Hancor F.-810 S:\ENGR\HANDOUTS\Drainage tables E21 17 ►%ar�1m"' �rrJZ .� a� r:Av5Ftt 4- Lime 14ti9 +® -f• l e . l46 - 00 EX�STtrt4 � Z ty �y �� ' z • o f0 .. 2 3 w Ow t��.ba � � P W + rsz� 1 d _ aL 'st • �N • �, rq,try� � tt_ liU'f ill�69 ot7v., 3' nne@z $ II �II �IIfII *' Air O L7'MlP1G A.V e tN v C (Crt-(. o f MAW M-Tc1M) _ .. •..SW._.... �gy9 his. f" .x.ZO.' :.. htW 14tea MA)(ttA%)A l;lvt,,e-- AuAT �Ne ttiZb Se th3> T��- � eta= - �f• - 1411 �X�ST ; rtrrw -�r�- 5� • � Z7c t � aj 22 2 a 1:20:_::._ _:.. _ . _... fry. t .o.:..__._.....::..... To 71t' _ -- - �.osr T �tzc� �tJM - 6.._DL�r°Mprc . �J:- Li.l_ �.. -�o .. 00- .CA- ow . or.t of . it .,. .�k.• � 'k-,; li.�#u.:; v,,....,,r.•?+-.m,.�.��.^q^seHrvw^:.pp,�,n�.r�.,,,�.�,.,..�,(2��f,K.,� rrtt�.mr�:�l1 fn' ��: rG_.,` ,, fTY. OF EDMONDS Permit No. 1 COMMUNITY SERVICES DEPARTMENT Issue Date RIGHT-OF-WAY CONSTRUCTION PERMIT t STREETFILE a Z 0 W A F� U O w A. • Owner: GTE NORTHWEST INCORPORATED Name 5315 Evergreen Way Mailing Address Everett, Washington 98203 City State Zip 2100-2814188 2421.10 B. • Contractor: Name Mailing Address City State Zip / On File Paul Delong 488-1630 )/7) State License . Number Telephone Number • Address or Vicinity of CC�e, GTEhbnstructio//n: •1.1.15 Olympic Avenue Type of Work to be Doto'i eplace aerial service wire with 25 pair cable Work agreed to in principal by Marylou Bloch, Planning Work in Connection With: Z Sub or Plat ❑ Single Family ❑ City Projects ❑ Commercial ❑ Multifamily ❑ Utility Pavement Cut: ❑ Y ® N 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, forseen or urforseen, that may be made against the City of Edmonds, or any of its departments or employees, including or not limited 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. Funds held from the Security Deposit (estimated restoration fee) 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 Public Works: 771-3202 • 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 -cu% ditches must be p tched with asphalt or City approved material prior to end of working day; no exception . I understand the b ve and that, his permit must be available at the job site for inspection purposes at all times. Signature: Engineering Su ervisoDate: 7-22-88 TERRY M. HORPSwner or Contractor This Permit Must Be Posted at the Job Site For Inspection Purposes Call DIAL -DIG Prior To Beginning Work ISSUED BY: Time Authorized: Void after Special Conditions: Amendments: PERMIT FEE: -?d' ✓� _ Security Deposit: Receipt No.: Fund III Fee: Street Cut Dimensions: X = NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div. July 1985 FIELD INSPECTION NOTES (und II I - Route copy to Street Dept.) P` Comments: Diagram: CONTRACTOR CALLED FOR INSPECTION ❑ YES ❑ NO Partial Work Inspection by P. W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: Eng. Div. Jull Z'-f 2J. /D 4 AXE L;r I The City of Edmonds APPLICATION CARD No . ................. : ------- for SIDE SEWER PERrMT EASEMENT No . ............. OUTSIDE INSIDE af REPAIRS 0 ............... I - I :z OWNER .... r10 CONTRACTOR J .......................... .. .. ........ ........... ........ ............ PERMIT No. ............... ----- ti ------------- STREET HOUSE No . ........ 111ir .... ..... ................ AVENUE LOT No. ....... F .... BLOCK No. ........................... ... ............. NAME ADD. )00' -.97 J30, ID4te Approved: BACKFILL WORK ORDER ISSUED ................................... DEPOSIT, $ ..................................... SEWER WORK ORDER ISSUED *�� ...D Z�:-B—/� LYi APPROVED" • _ _ ..� —__—' ter ..I �• u . _ ;---- • jet \\`j >�-.. - • - Gbh i - - • .. ROF FT FILE CITY OF E D M O N D S GARY HAAKENSON MAYOR 121 5TH AVENUE NORTH • EDMONDS, WA 98020 • 425-771-0220 • FAX 425-771-0221 Website: www.ci.edmonds.wa.us PUBLIC WORKS DEPARTMENT Engineering Division September 17, 2009 Ken Mattson PO Box 234 Edmonds, WA 98020 RE: Request for Driveway Slope Waiver at 1115 Olympic Ave. Dear Ken, This letter is in response to your letter dated September 8, 2009, requesting a driveway slope waiver over 14% at the above address due to the grade of the existing access road and grade difference between the access road and grade of the new garage. After reviewing the request, we understand that the elevation of the garage slab was established to be as high as possible given the topographic restraints and building height limits. It would not be feasible to raise the grade of the garage slab and/or reconstruct the existing road and surrounding properties to keep the driveway slope under 14%. Therefore, based on the above detennination, the city approves your request for a driveway slope waiver up to 19% within approximately the first 20' of the new driveway, not to exceed 20%. After approximately the first 20' of the new driveway the slope shall remain 14% or less. Sincerely, io&; Robert S English, P.E. City Engineer Cc: permit file b1d2008032-0 street file S:\ENMADDRESS_FILES\000-OLD REVIEW FILES\DETERMINATIONS\Driveway Waivers\74th Ave W - 23577 - Sunquist - dw.doc • Incorporated August 11, 1890 • Sister. City - Hekinan, Japan P, I m—lov �--Acll -5L&rs RECEIVED SEP-0-6-2009- DEVELOPMENT SERVICES COUNTER Y#-0-=b '—059P�-- WP#6.1--r ev, t rot* -ep 7- August 24, 2008 Clay and Maria Stevenson 1115 Olympic Avenue Edmonds, WA 98020 206-953-0410 City of Edmonds Development Services Department Ed Sibrel 121 5`h Avenue North Edmonds, WA 98020 RE: BLD20080320 Stevenson ADD / 1115 Olympic Ave Dear Mr. Sibrel, 9 RECEIVED SEP 0 4 2008 OEVELOPIWENT SERVICES COUNTER This is a confirmation that the rear garage at 1115 Olympic Ave, Edmonds, WA will not be used for vehicular storage and that we will not have a driveway to this garage. Our intention is to use this space for garden/tool storage, holiday storage and bikes etc. If these plan change, we understand that we cannot put in a driveway unless: a) an easement is granted from the owners of the adjacent private road, *and* b) a drainage plan, designed for both the current project and the new driveway is approved by the City. Thank you, Maria Stevenson & Clay Stevenson IILS GyMpfc- Arv,6.) W� 9 •� cllp- �o z ti TZ 5 I l t� of-�nl►-eL c• A,\Ie Diu o��5 'S 1 17r-- -!5�ef— P�R�t�T 2ooq • o l�2 f5 t c-00 G Fe (emu (-T Nb 2008 0320 i-ot>s�e� tFUDOP. CA. OV&I• To �d cop+�eR_ WWII 3 on a.. ?zi° Banc 28 Zo��,- ao.� 3S•�c 5'b•• Colic . %Jwt� �Wt Zone (,S-%'t CornerALVlrlag_&* Pursuant to ECDC 21.40.030.C.4, the chinuiey must not exceed 9 square feet in horizontal section nor more than 3 feet in height ti>r that portion above the 25-foot height limit. C.� !� £ % E$"e �p/q�S Gr�J se�,oa✓a,�G J-flcP�,S". �4 7"r 7"rQrr"!o oit d' APPROVELD 4r— 'Nothing in this permit approval process shall be interpreted as allowing 4r permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action." APPROVED BY PLANNING FOR CITY USE ONLY , EF-AH ,iINa 1992 OW ,� • �o? � Pl,`(M�'14• X���.t�l�llr,. �.GMaND;� • 111�i oL`(N�ptG �V�NuE ��DN�D►-><Q5 N �l I 5o2a Pacific Northwest Title Company of Snohomish ;..onnty, Inc. SCHEDULE A SNO-1038089 Legal Description: THAT PORTION OF TRACT 11; PUGET SOUND MACHINERY DEPOT 5 ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 5 OF PLATS, PAGE 47, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS THAT PORTION OF THE NORTHWEST CORNER OF SAID NORTHEAST QUARTER, THENCE SOUTH 89034'28" EAST 654 01 FEET, THENCE SOUTH 0°l1'38" EAST, 847 54 FEET TO AN INTERSECTION WITH AN EXISTING FENCE PRODUCED WESTERLY, THENCE NORTH 89°55'09" EAST, ALONG SAID EXISTING FENCE 172 68 FEET TO AN EXISTING FENCE CORNER, THENCE NORTH 0° l S28" WEST, ALONG AN EXISTING FENCE, 90 00 FEET TO AN EXISTING FENCE CORNER, THENCE SOUTH 89°4651" EAST, ALONG AN EXISTING FENCE, 244 63 FEET, THENCE NORTH 88024' 50" EAST 122 48 FEET TO AN INTERSECTION WITH A LINE DRAWN PARALLEL WITH AND 30 00 FEET DISTANT, (WHEN MEASURED AT RIGHT ANGLES) FROM THE CENTERLINE OF I ITH AVENUE (OLYMPIC AVENUE) AS NOW MONUMENTED AND THE TRUE POINT OF BEGINNING OF SAID EXCEPTION, THENCE SOUTH T1010" WEST ALONG SAID PARALLEL LINE 130 00 FEET, THENCE SOUTH 89034'06" WEST 110 FEET, THENCE NORTH 0° i 0'30" EAST FOR 130 FEET MORE OR LESS TO AN INTERSECTION WITH THE NORTH BOUNDARY LINE OF SAID PARCEL FOR 110 FEET MORE OR LESS TO THE TRUE POINT OF BEGINNING, LESS THE NORTH 20 FEET THEREOF TOGETHER WITH THE FOLLOWING DESCRIBED PORTION, THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W M , IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHEAST CORNER OF LOT I, EDMONDS VIEW ESTATES, ACCORDING TO THE PLAT RECORDED IN VOLUME 44 OF PLATS, PAGES 203 AND 204, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, THENCE SOUTH 0°11'59" WEST ALONG THE SOUTHERLY EXTENSION OF THE EAST LINE OF SAID LOT 1 A DISTANCE OF 20 0 FEET TO THE TRUE POINT OF BEGINNING, THENCE NORTH 89°21'41" WEST PARALLEL WITH THE SOUTH LINE OF SAID LOT 1 A DISTANCE OF 94 66 FEET, THENCE NORTH 88024'30" EAST A DISTANCE OF 011 FEET, THENCE NORTH 8905603" SECONDS EAST A DISTANCE OF 94 55 FEET TO A POINT ON SAID SOUIIIERLY EXTENSION OF THE EAST LINE OF SAID LOT 1 NORTH 0011'59" EAST A DISTANCE OF 117 FEET FROM THE POINT OF BEGINNING, THENCE SOUTH 0*11'59" WEST A DISTANCE OF 117 FEET TO THE TRUE POINT OF BEGINNING etb ck Required Actual Front 15 '•ZS� - - 2 Sides NIS .m,.v1.0'_ RearW Other _ t KY+ Ttrtcr �we� II D•d' LING r -ro Se lretAo✓Ev r 5w........................ We- i5vra^ ogrLe-- d 149 L"s O L 7'M P 1 G A V e is V E Tc? Or 1?0.ANy( kr: tom, 5 sw hIW t4f�a MAXIMOAk 9kVW-- •i41i' NE t5Z`- n 11i 6Te: of�ITG UkTtJnn-ft041-:-- 5e I h3= FPO P0500 t9C &C (74 `� - • 140-h ON wC-151 15� -f fvwe ke.. -rzvd- I`t- - 4 _ toll +?h : l7'�' r i t � Pb�t•TC �T Itji2 I_bT G� OtJ4eE C�/�•, 2" 8s 69o0N� eMIT- + tAF-w 2701 22. 2 aJo � It�VIM twc�-t:<t aa�eA ►2 t(�.r,�P I 15 2 -71 —5 ►t Ai - - 7D81W: *** END OF SCHEDULE A *** Tex Ac�ourl� iJo. o© ill �`� o00 0l� o � 4 (f• (j � i�l f i�%'1 r� fir, r }r o I ^ (j DID Ur or, y^ W`a--. C ciz � B - a�W2c�:r ,At -ID 11J���Y GI"[`� �" �t,7rt,�Dl�a17�> t?alt,1Y111i�1 . .�vW��.... SNc�. Ga . �u t7 •� � N��C• Ct�.� �=U�{r� �;)�lC� ��(��:.r'1, LMVEF-V100 .Ayk:-,Wk iizo?05ty h : 1✓A6T AaA6 To f— I4Moveq : Iu46-W. 80Mnk 34# Via+• Mc6-r0V-• W;lk toy vlzt�erNP�Y 1a�� Zo aT 120C LON-- taSU : t o 1 ru,eD►a.- 4zh C7ve� 51� l�sa �3 t3pt�M 2-r3 tot,$ To-rAf, Act%To6or, MWVi): 6100 -iz�c�s�nr�� NauS� lea: . 7 3o j rj Na± is Aae*t Z�j3r7 TU(Da. : zh3o� : � ct5�. Ta t naoJ� 610 P., CF.,* f Z Cl—l- Y A%! P AAAF--,1A-"5TEVE )oN ��E:5fPeNcF- q .14 -o, NeT- AlN: - 640� AIR 18 2GU BUILDING <�rtFtTtRf.F11 aIf STRE"O'ET FILE ,1J,7 rj�"- 13 2W BUILDING C171