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17110 74TH AVE W (2).PDF111111111111 5860 17110 74TH AVE W RECEIVED JUN-2-6 1'r' '793 PROJECT REVIEW CHECKLIST ,Q,g r-- - . 7 PROBERN I PROJECT ADDRESS: 7/20 - 2// �`XaE PLAN CHECK #: 7 RECEIPT DATE: -Q / - 6 -26-1 (--5, .......... - ....... REVIEWED BY: (Initial/Date) PLAN. WATER COMMENTS FIRE BLD.G,.,,,SEWER,..STREET EUG Setbacks/Variance/Setback Adjustment ............ . . . . . . . . Conditional Use Permit ....... ..... ............ ADB Requirements . . . . . . . . . . . . . . . . . . ..... - . Other Zoning Requirements .................. ......... .............. 4 Underground Wiring Required . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................... Lot Slope 15% --------------- ..... ::6 SEPA Environmental Checklist/Hvdraulics Permit ..... ..... Tree Cutting Plan ... ... .... .......... . ..... ......... . ............ 8 Plat/Subdivision Requirements . . . . . . . . . .. . ... ... .... . . .. ...... . . . Legal Description Verification Quit Claim/Street Dedications . . . . . . . . . . . . . . . . . Easements - Public/Private - ------- .0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... ----- -- - --- Engineering Storm Drain Review Fee 30 .........................................I 3:: Engineering 2.2 Inspection Fee 30 Drainage Plan (On -Site) Setback - Top of Bank, Stream, Water Courses Setback - Storm Drain Line Open Ditch - Existing Culvert Required Culvert Size Shoulder Drainage/Shale Open Runoff Catch Basin Required Driveway Slope & Vehicle Access Sidewalk Required LO Curb & Gutter Required Curb Cut For Driveway Required Street Paving Required Right -Of -Way Construction Permit Required Street Name _Sign Required Other Signing Required Bond Required For Public Improvements FEMA Map Check/Water Table Side Sewer Availability Calculate Sewer Connection Fee If No LID # Create Street File Existing Water Main Size Water Meter Size Service Line Size Water Meter Charge Required Hydrant Required Hydrant Size Existing Fire Line Charge Required - Sprinkler Street Cut Miscellaneous Reviewed By: FIRE PLANNING PUBLIC WORKS R E C 0 R D OF C 0 N T A C T S 1 21 2 22 3 23' 4 24. 5 25 6 26 7 27 8 28 RW PERMIT # DATE ISSUED RECEIPT # 9 29 10 30 11 31 12 32 13 PAID $ RECEIPT # DATE 33 SS PERMIT DATE ISSUED Y,2VhCEIPT #ZY�W 14, PAID $ RECEIPT # DATE 34 n 35 36 v 37 METER SIZE 0:pAID $/072, DATE' RECEIPT # 18 38 19 39 20 40 STANDARD DRAINAGE DETENTION SYSTEM WORKSHEET C( -e o, c-, %, Lee — OWNER Jill ADDRESS IMPERVIOUS AREA 51- G4 - O� 0'-Z4!'j CALC BY - PHONE: 5 DATE: *****DESIGN DATA***** PIPE DIA PIPE LG 2 4" RUA ELEVI(ffl(p h4N COVER WMIX SPACE , _1(.5 FROM 2*MAX COVER "'R04 ELE CONTROL 4, U -OkffLET T T -- L' "V; -1L ELE%J 10-t '0 og,fA( ORIFICES (1) (D MIN 10' LONG PIPE TO BE LEVEL 1+ 4*PERFFqPE WCAPS 1.0 ;UNOFF SPREADER' opina 1 ZZ OUTLET INV ELI-11t1--5 ovele cArcm Commm W1 ELEV. 1AS111 SASW K \ I— —T%i PC k L /2 Z x 6 r DEEP, 4--frOUARRY SPALLS SYSTEM CROSS SECTION .;t,, 3- DEEP. 3/4- CRUSHED ROCK FROM CONTROL NTR OUTLET RIPRAP OUTLET O(Z, 6t4)C\-\AfGcE- 10 1E'*-\-17- Tr- o, T:� A " I 0,-k C � C t-- & kA i�c ET ?- - C 7- FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION SYSTEM NOTES.- 1. Call Engineering Division (771-MO) for a tightline and detention system inspection before backfill I ing and for final mispections. APPROVED BY 2, Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property owner. Material accumulated in the storage pipe must be flushed out and removed from the catch basins to allow proper operation. Ile outlet control orifice DATE must be kept open at all times. 2'. 4' ��CLC�.AS 7R OR tO 'jq PA &'e"' 'IL.Z? FA6AC.VA APPROVED EQUAL 04' Z.C(.WAX) ,—IRIAL — '-jV"71VG vq/ F a2 1/8' WA. WA�fL ag pE, CIA VV ow ACCEPTABLE TIGHTLINE MATERIAL N-12ADS 14 q Sch 40 PVC "Ek Y rRADE00 CAq SDR 35 (ASTM D3034) =E SLCpf A OVE D 'ry -Z5 7EMPORARY SILT FENCE Al. r -1 WATER SERVICE INSPECTIONS JUN 2 6 t996 5couence of Construction REMIRED. CALL 771-0235 1. In6tall temporary oedirrient and crooiori mcaourco. Temporary sediment and arooion measures must �e in place and approved �y the City of Edmondr, (2060-771-0220) prior to any conetruction or site clearing activitice. 2. Inotall temporary conotruction oite accego. 3. Excavate oite, in!5tall foundatione, footino and downopout draino, and any retainine wallo. backfill parkino area and around hou!5'e. Inctall detention oyotern. Grade to opecified oradeo. 4. Hydrooced or �roadcaotoeed and opread 15traw on expooed 15oil ourface5. Inctall any 5. After landocaping and ectabliohrnent of oraoo remove all temporary oediment and crooion meaoureo. WAS LA gAt'.0 I EXPIRES it-bo— tq- (a 5teve & Peggy Lee Keoidemce 17110 - 74th Ave. W. Edmondo, WA 96026 Pcolgn [3061 5ervicco, Inc. Engineering & Comoitructibn Management 28119 -120th5t. 5.E., Monroe., WA 98272 Phone /Fax: (3650) 793-9659 5heet 1 of 2 I -,q s (-7[fo - 74�' CL LLJ ji -7"oy I "Y 7Li- Al Ed Z4 / If VZ APPROVED BY PLANNING '.. -1 4 Der2ign build Servicce , Itic. Engineering & Conotruction Managernemt 28119 -120th 5t. 5.E.', Momroe, WA 98272 July 9, 1996 Robert Durcker 3130 Fuhrman Ave E. Seattle, WA 98102 Contractor 9 OESIG[35077PR Phone /Fax: (360) 793-9659 B*U I'L DING Pager (20ro) 335-9&05 J U L 15 1996. (206) 726-9716 Subject Steve & Peggy Lee Residence, 17110 - 74th Ave. W., Edmonds, WA 98026 It is my understanding that you have been unable to get the neighbor to the west of the above property to agree to honor the terms of the storm water easement on file with the City of Edmonds. As such you have requested an alternate to the original design I presented. I have contacted Neil H. Twelker who was the soils engineer, and in his original report dated October 15, 1990 had stated in conclusion 7., that he did not want any water being directed into an infiltration pit. He now clarified that this was not meant to preclude the use of a "sheetflow simulator", otherwise known as a spreader trench. Key in his mind is that the trench remains open at the top so water can overflow and is not forced under pressure into the ground. I have revised my original sheet 2 of 2 to add this as an option. It is attached to this letter. Also attached is a detail of the king County standard spreader trench. The idea is to provide at least 50' to spread out the flow. It is important to note that the area now occupied by the neighbor's house ls clearly shown on the original sewer drawings on file at the City as a drainage for this property. The spreader trench should infiltrate a significant portion of the flow since I was unable to fill my -test hole fast enough with water to get an infiltration rate. The top 3-4 feet is a very clean sand. I do recommend that a stub for the drain proposed to the west be installed so that if the sheetflow causes the neighbor to change their mind, that the pipe can be run easily. Should the City of Edmonds have any questions please have them contact me at the above number. 79 f WASH, 0 A14 C 795 N EXPRES V(.b(vt t. Rick Heide, P.E. President Attachment -TVNC)/s �b i ;qZi6sjz 'Y V�l C,_ 17 WN SIN —LI7 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 4.3.611 FLOW DISPERSAL TRENCH so I -�PAPF- 60kpp pirig 0. C7 -rzwo OVr WYE. r90W PLPF- 4 If a4 i PE�. 10 1 P9 LA1.0 �=I.A-VLSV6L A (MAX Pi96l&J\J r-l�oW < 0.5 6 s FF-9 -7;ze-Aje-�'r) OUT- WfL Fjzc�A Flpa PLAtJ NA Se-ALLZ Le IZD 4.1 V),rd seeotio .*IU( tl I F N94 0 I- 'P- -1 Yf:�r_ 14 -5, F:Lz Lu -r,:9 0 -r4f P- �14 W, H ml) 66�5 A6 0 Irrl!5 11 M��T4zf-Ue-4 4::�0Q-,5,T:RUe=TFD 30 pme q F- Krr Fb t KTT- 1) A�*j p/oFt �t c t� IFF-Q M �'y 13 e_:-- FLAe--F-p e-Lod"P� j-t4&"J 50 FEE er TD o N a A�jc� E�? 64,EAN j-jhje.-Z'.) '114 lyt" %IA54P-0 L70CV- AND �4z.Ar.>E: A [- 16; �4 -ro F-OLLOW 6wmupl�) psgF. PIPE -7 t Tr, - el LA 10 FLh-rW a14 POLE6 UP 47-A-Pf-5 -Suf:-F>of---r F, K\ r-Azr-4!e-' e- 0 N D m e:) rq.�cv 5;�771o�J A-A� tio & 4.3.6-5 11/92 "e7 %.JCLLQ— IA OA -Vb IAO 9 9V V V Y, Oc' =5:5� OIL ASI ST' -�T 9 c6w 1 \411 -L7) 0 4' lckl C 7b -A, F- TA, 6V c --4r- ly Lec�ev\j t co'u- dopol ILI t64-1 4 EXPIRE -4 'Fe \,, u— 1 loo 0 U/A IL +Y C�v u APPRO VIED Dci� Z'! D- -JU.,�ce- i--2 av-, vc--s-k-� G I -,I- 3CO ------ 5teve & Peggy Lee Residence -------------- IDCC% Tj 17110 - 74th Ave. W. Edmonds, WA 98026 CR Deeign 50d. 5crvicco , Inc. CO3 Erigincerime & Conotruction ManaocmCrlt C a C- ca:%"- �-z e C9. 26119 -120th 5t. 5.E., Monroe, WA 98272 C� A Phone /Fax: (360) 793-9659 +\-t,-.L, - 15hcet 2 of 2 :: & 9 0 . 19 9 - , -d SAVED W60UNO CityofEdmon& Critical Areas. Checklist 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 Edmondsprior to his/her submittal of a development permit 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). An applicant, or histher representative, must fill out the checklist, sigq and date it, and submit it to the City. 17he City will review the checklist, make a precursory site visit, and make a determin ation of. the - ' ' subsequent steps nm=" to complete a development permit application. With a signed copy of this form, the applicant should also submit a vicinity map or plot plan for individual lots of the parcel with enough detail that City staff can find and identify the subject parcel(s). In addition, the applicant shall include other pertinent infonnation (e.g. site pW4 topography map,, etc.) or studies in coqju�ction with this Checklist to assist staff in completing their prerumnary assessment of the site. I have completed the attached Critical Area Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner / ApplicanL- Street Addrew Applicant Representative: Name Street Addrew CA FILE NO. Critj&a&&rSas Checklist Site Information (soils/topog hj/hydrofty/vegetation) 1. fl��iteXdd; cation: 10,e (.Xj um.e. 2.4�-T 14ccount,N bPl 3. Approximate Site Size (acres or square &60.. ZV5;006,� 4. Is this site currentiv' develoDed? vim. Y, no. A If yes; how is site developed? A 14' 5. Describe the g . eneral . �s . itettopograo��y. Check all that,apply. . F aL' less. than 5-feet elevation change over entire site. _4..��Rollling-. 'slopes on site gene ; rally less than 15% �! 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 I 0-feet over a horizontal distance of less dm 33-feet). Other (please describe): 6. Site contains areas of year-round standing water. 00 —; Approx. Depth: 7. Site contains areas of seasonal standing water: fiO ;2 Approx. Depth: VVhat season(s) of the year? 8. Site is in the floodway r) 0 floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? 00 Flows are seasonal? Y7 6 (What time of year? r7 A4 10. Site is primarily: fbrestek_j2G_; meadow Vj�'j7 ; shrubs mixed urban landscaped Oawn,sh,-ubs etc) & 11. Obvious wedand is present on site: no Rcw 01/0494 The City of Edmonds Water Service Drawing EASEMENTNO . ............................................ NEW CONSTRUCTION REPAIRS F� LID NO . .................. ASMT. NO . .................. OWNER ..................................................... CONTRACTOR .................................................................................... PERMIT NO. q6 O-fO7 ................. ........................................... JOB ADDRESS .... I VE. W ............... I .......................... LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . .................................... >* . ......................................... ................................................................ ....................................................... ....................................... . ........... ........... ,.NAME OF ADDITION ..: ......................................... �- . ': I L3 L L C, uj Approved: PWW-0001-1 1/75 (REV.1 1/78) N DATE .............. By .......... A�Pprlll, WWT 7- CITY OF EDMONDS SIDE SEWER PERMIT PERMIT N2 8854 Address of Construction 444 AvL7 to Property Legal Description (Include all easements): L- OkkkDA) 1) S LYNNWOOD LINE Owner and/or Contractor: 1_24 C- SRv, 6V SZVU�'11 0-,AJ T 3 State License No. 15 5 - — Building Permit No. E1__5*ngle Family El Multi -Family (No. of Units—) Commercial Public I q4i.� 11 i.", y4k Invasion into City Right -of -Way: 0"No El Yes RW Construction Permit No. Cross other Private Property: 0"No El Yes Attach legal description and copy of recorded easement I certify that I have read and shall comply with all city requirements I as indicated on the back of the Permit Card. 2- - .) - 2,1 .9 Date CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION OFFICE USE ONLY FOR INSPECTION CALLW44M, PUBLI 7-7/-4-,5�35- Permit Fee: S 6o - 00 Issued By WORKS DEPT. * Trunk Charg Z_S 1 00 Date Issued: e: Assessment F Receipt No.: Lid No . IV Partial Inspection: Date —initial Comments Reason Rejected: Date —initial Final Inspection Approved: DateZ/_-LA 7 Initial e!!!-� �-- ----r- ** PERMIT MUST BE POSTED ON JOB SITE ** White Copy: File Green Copy: Inspector Buff Copy: �pplicant Revised 3/90 The City of Edmonds Side Sewer Drawing EASEMENT NO . ...................... ..................... NEW CONSTRUCTION 4 REPAIRS Ej LID NO . .................. . ASMT. NO . .................. OWNER................................................................................................ JOB ADDRESS ......... X- PWW-0001-1 1175 (REVA 1/78) tl-) b S� CONTRACTOPL .................................................................................... PERMIT NO. 0 ................ LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO - ------------------------------ —... NAMEOF ADDITION ....................... ----------------------------------------------------------- ............. LYNN14VOOD mEt In 77 c. Z7 c-, C3 1- -3, V,o S: ;z c R Cl A 33 Approved: 4 DATE ..... .. 7 ....... By . ..................... ........... .. ....................... SANDALL NORRIE ARCHITECTS 500 union Street Suite 920 Seattle WA 98101 T a 1 2 0 6 . 3 4 3 . 9 5 3 8 F a x 2 0 6 . 2 9 2 . 5 1 6 1 TT-,'i C-44=_0 MEMORANDUM TO: C of Edmimajis DATE: &-A-91�6 JO B: pw&mi ATTN: RE: Case P, V-9b-,4'7 COMMENTS: We do yb-� InAW4 -10 av?mj iift Aeomm N3414 -Phe Lw YwMsy* (Cw& * v-q(,-4ri) 4� JA NW cNiall I At (Arz-WS& arA mms yr*46�'%� FROM: �z tAA� CC: CITY OF EDMONDS 250 5TH AVENUE NORTH, EDMONDS, WA 98020 (206) 771-0220 RCW 197-11-970 Determination of Nonsignificance (DNS) DETERMINATION OF NONSIGNIFICANCE Description of proposal: The applicant is proposing to build a single family residence that would extend above the maximum permitted height of 25 feet to 29 feet. (City of Edmonds File No. V-96-47) Proponent: Robert Drucker Location of proposal, including street address if any: 17110 74th Ave W Lead agency: CITY OF EDMONDS The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement is not required under RCW 43.21.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. XX There is no comment period for this DNS. This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for 15 days from the date below. Comments must be submitted by Responsible Official: Jeffrey S. Wilson Position/Title: Current Planning Supervisor, Department of Community Services - Planning Division Phone: 771-0220 Address: City of Edmonds, 250 5th Avenue North, Edmonds, WA 98020 Date: -c- Signatur XX You may appeal this determination to Robert Chave, Planning Manager, at 250 5th Avenue North, Edmonds,.WA 98020, no later than . May 14 1996, by filing a written appeal citing the reasons. You should be prepared to make specific factual objections. Contact Jeffrey S. Wilson to read or ask about the procedures for SEPA appeals. XX Posted on Mayl 1996, at the Edmonds Public Library, Edmonds Community Services Building, and the Edmonds Post Office. XX Distribute to "Checked" Agencies on the reverse side of this form" along with a copy of the Checklist. 0 - Page I of 2 95-11 ODN.SEPA Mailed to the following along with the Environmental Checklist: XX Environmental Review Section Department of Ecology PO Box 47703 Olympia, WA 98504-7703 Attachments: Environmental Checklist Vicinity Map - Site Plan P.C.: File No. V-96-47 SEPA Notebook Robert Chave, Planning Manager XX kober Drucker 3130 Fuhrman Ave. E Seattle, WA 98102 XX Sandall No rrie Architects 500 Union St Suite 900 Seattle, WA 98101 Page 2 of 2 95-1 IODN.SEPA MEMORANDUM CITY OF EDMONDS PLANNING DIVISION 250 5TH AVENUE NORTH, EDMONDS, WASHINGTON 98020 TO: FILE V-96-47 A - FROM: Stephen F. Bullock Assistant Planner DATE:' May 1, 1996 SUBJECT: ENVIRONMENTAL DETERMINATION FOR A VARIANCE TO EXTEND4 FEET ABOVE THE MAXIMUM PERMITTED HEIGHT OF 25 FEET IN THE CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE LOCATED AT 17110 74TH AVE W. THE PROPOSAL IS UNDER REVIEW WITH FILE V-96-47. I have had the opportunity to visit the site and review the environmental checklist, copies of which are filed in the official file for this permit. My analysis of the subject proposal includes review of Goals and Policies from the City's Comprehensive Plan and Development Standards as contained in the Edmonds Community Development Code. The proposed development, a variance to increase the permitted height of a new single family home from 25 feet to 29 feet, will regulated by the variance process and any conditions that might be -placed on the project may be placed on the Variance. Based on my review of all available information and adopted policies of the City, I recommend that a Determination of Nonsignificance be issued. -------------------------------------------------------------- Review by Responsible Official: Iconcur I do not concur Comments: Jeffrey S. Wilson Date Attachments P.C.: File No. V-96-47 95-110 EN.5/l/96.SEPA CITY OF EDMONDS �?ecelvie7o App -11 996 ENVIRONMENTAL C,HECKLIST P4A/VV1,V,6 DEpr '690-199— Purpose of CheckList: TIte State Environmental Policy Aq (SEPA), chapter 43.21C RCW, requires all.governmental agencies to consider the environmental impacts of a proposal before nuking decisions. An environmental impact statement (EIS) must be prepared for all, proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide -information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instrucfionsfor Applicanis. This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information ktiown, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal. write "do not know' or does not apply'- complete answers to the questions now may avoid unnecessary delays later. questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions u can. If you have problerris, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help de%cribe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be'significant adverse impact. Use of diecklistfor nonproject proposals. Complete this checklist for nonprcject proposals, even thoUgh questions may he answered *does not apply.* IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions, the references in the checklist to the words "project,' "applicant,' and "property or site" should be read as .proposer," and "affected geographic area," respectively. A. BACKGROUND I. Name of proposed project, if applicable: 2. Name of applicant: 3. Address and phone number of applicant and 4. Date checklist prepared: act person: ,.*-VZ-7a *I 1/0 Pa.-c I of 22 CRKLT/10-2i-93.&4A5rCR 5. Agency requesting check -list: City of Edmonds. 6.; Propose.d,ti..ming or schedule (including phasing, if applicable): t lo Aege:,7 dc (STAFF COMMENTS) C7 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? Ifyes, explain. (STAFF COMMENTS) 8. List, any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. 0 (STAFF COMMENTS) 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. Mone— (STAFF COMMENTS) 10. List any government approvals or permits that will be needed for your proposal, if known. (� --, k a��. Ecl'-' 0 " Ql-� A" 116611W I (STAFF COMMENTS) Pige 2 of 22 CHKLT/fO-25-93.MASrrR 11. Give brief, complete description of your proposal, including the proposed uses and size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (STAFF COMMENTS) 12. lAw-ation of the proposal. Give sufficient inrormation for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide range or boundaries of the site(s). Provide legal description, site plan, vicinity map, and topographic map, if reasonably available. MWile you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any perrnit applications related to this checklist. 411 17110 -7W . Ave- k�" np (STAFF COMMENTS) TO BE COMPLETED BY APPLICANT B. ENVIRONMENTAL ELEMENTS 1. Farth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other: I I (STAFF COMMENTS) b. What is the steepest slope on the site (approximate percent slope)? 0 (STAFF COMMENTS) C. What general types of soils are found. on the site (for example, day, sand, gravel, peat, muck)? If you — know the classification of agricultural soils, specify them and note any prime farmland. Page 3 of 22 CHKLT/10-25-93.MASTER t��Iea$e all/ 6aqol (STAFF COMMENTS) d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. Alone — (STAFF COMMENTS) e. Describe the purpose, type and approximat� quantities of any filling or gradin . g proposed. Indicate source of rill. I - "-% . (STAFF COMMENTS) f. Could erosion occur as a result of cle-tring, comstruction, or use? If so, generally describe. (STAFF COMMENTS) g. About what percent of the site will be.covered with impervious surfaces after project construction (for example, asphalt or buildings)? <-40 (STAFF COMMENTS) CHKLT/10-25-93.MASTER Page 4 of 22 h'. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: e- 2. AIR a. (STAFF COMAIENTS) What types or emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and 6ve aimroximate auantities if known. (STAFF COMMENTS) b. Are there any off -site sources of emissions or odor that may effect your proposal? If so, generally describe. (STAFF COMMENTS) C. Proposed measures to reduce or control emissions or other impacts to the, if any: (STAFF CONIMENT�) 3. WATER a. Surface: (1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it nows into. (STAFF COMMENTS) Page S of 22 CHKLT/10-25-93.MASTER I (2) Will the project require anywork over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. 0 (STAFF COMMENTS) (3) Estimate the amount of rill and dredgle material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be af&cted. Indicate the source of rill material. (STAFF COMMENTS) (4) Will the proposal require surface' water withdrawaLs or diversions?. Give general description, purpose, and approximate quantities if known. (STAFF COMMENTS) (5). Does (lie proposal lie within a 100-year floodplain? If so, note location on'the site plan. A/0 (STAFF COMMENTS), (6) Does (lie proposal involve any discharges of waste materials to surface wAters? If so, describe the type of waste and anticipated volume of discharge. ko (STAFF COMMENTS) Pavu 6 of 22 CWLT/10-25-93MASTER b. Ground: (1) Will ground water he withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. Alo (STAFF COMMENTS) (2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemica6u..; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses -,to be served (if applicable), or the number of animals or humalithe s stern(s) are expected to serve. ,oeesotj r 7V 00414e5��_ (STAFF COMMENTS) C. Water Runoff (including storm water): (1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water. now? Will this water I'low into her%vatens? If so, describe. 01 Aevs lew /2 Pew - (STAFF CONIMENT�) (2) Could waste materials en(er ground or surface waters? If so, generally describe. IV(5) (STAFF COMMENTS) Pa.p 7 of 22 CHKLT/10-25-93.MASTER d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: (STAFF COMMENTS) 4. Plants a. Check or circle types of vegetation found on the site: deciduous tree: alder, maple, aspen, other: lVolle- evergreen tree: fir, cedar, pine, other: a k- shrubs &tie - gram pasture A/0 'PW_ crop or grain _z4�01,7e_ wet soil plant-,: cattail, buttercup, bulrush, skunk cabbage, other: X62-- water plants: water lily, eelgrass, milfoil, other: A& e other types (of vegetation: .914 c4� 6er4'es sc,'" 9110c> (STAFF COMMENTS) b. What kindandamount of* vegetation will be removed or altered? VCC�" 4VVO&-"' CAeV)� 7'eS, I (STAFF COMMENTS) C. List threatened or endangered species known to he on or near the site. (STAFF COMMENTS) d. Proposed landscaping, use of native plants, or other materials to preserve or enhance vegetation -on the site, if any: Page8om CHKLT/10-25-93.MA.VTFR I — Moo (STAFF COMMENTS) 5. Animals a. Check or circle any birds and animals which have been observed on or near the site or are known to be on or near thesite: birds: hawk, herun, eagle, songbirds, other: --IC/ biej� mammals: deer, bear, elk, beaver, other: f ish: bass, salmon, trout, herring, shellfish, other: Alo'l (STAFF COMMENTS) b. List any thmatened or endangered specie; known to he on or near the site. e- (STAFF COMMENTS) C. Is the site part or a i ition route? If so, explain. (STAFF COMMENTS) d. Proposed measures to prese e or enhance wildlife, if any: YO (STAFF COMMENTS) 0 6. Energy and Natural Resources Page 9 of 222 HKU/10-25-93MASM a. What kinds of eneW, (electric, natural gas, oil, -%vood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will he used for heating, manufact etc. Z7 (STAFF COMMENTS) b. Would your project affect the potential use of solar energy by a4:1acent properties? If so, generally describe. (STAFF COMMENTS) C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impact,;, if any: /c, I I / /. , // (STAFF COMMENTS) 7. Environmental Health a. Are there any environmental health hazards, including, exposure to toxic chemicals, risk of fire and explosion, spill, or ha;,;ird(')us waste, that could oc I cur as a result of this proposal? If,.so describe. (STAFF COMMENTS) Page 10,of22 CHMT110-25-91MASrER 0 (1) Describe special t �ency services that might be required. (STAFF COMMENTS) (2) Proposed measures to reduce or control environmental health ha7ards, if any: 1V&;1e (STAFF COMMENTS) b. Noise (1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Alo old (STAFF COMMENTS) (2) What types and levels of noise would he created by or associated with the project on a short-term or a long-term hasis (for example: traffic, construction, operation, other)? Indicate what hours noise would come froni the site. (STAFF COMMENTS) (3) Proposed measures to reduce or control noise impacts, if any: (STAFF COMMENTS) Page I I of T7 'WLT110-25-91MASTER 8. Land and Shoreline Use a. What is the C ,,7;rent use of the site and adjacent properties? /��; V,2 C':2 (STAFF COMMENTS) b. Has the siteXen used for agriculture If so, describe. (STAFF COMMENTS) C. Describe any structure; on the site. Lo (STAFF COMMENTS) d. Will any structures be demolished? If so, what? (STAFF COMMENTS) e. (STAFF COMMENTS) 0 Page 12 of 22 C11KLT1J0-2S-93.MASTER What is the current comprehensive plan designation of the sit (STAFF COMMENTS) g. If applicable, what is the current shoreline master p" designation of the site? /VO M (STAFF COMMENTS) h. Has any part of the site been classified as -.in Itenvironmentally sensitive" area? If so, specify. (STAFF COMMENTS) i. Approximately hoWwnany peopl./evoul reside or work in the completed proJect? (STAFF COMM ENTS) Approximately how many people would the completed project displace? &.Ole (STAFF COMMENTS) Page 13 of 22 1WLT/10-25-91MASTER k. Proposed measures to avoid or reduco6 displacement impacts,.if any: (STAFF CONMENTS) 1. Proposed m#--isures.to ensure the proposal is compatible with existing and projected land uses andplans, if anv: (STAFF COMMENTS) 9. Housing a. Approximately how many units would he provided, if any? Indicate whether high, middle, or low-income housing. (STAFF COMMENTS) b. Approximately how many units, if any would he elimina(ed? Indicate whether high, middle, or low- income housing. (STA FF CO N1 N1 ENTS) C. Proposed me4tsures to reduce or control housing impacts, if any: (STAFF COMMENTS) 0 EA Pa.-C 14 of 22 CHKLT/10-25-93.MASTER 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennasl� what is the principle exterior building Material(s) proposed? (STAFF COMMENTS) b. What views in the immediate vicinity would he altered or obstructed? vo ki (STAFF COMMENTS) C. Proposed measurLs to reduce or control aesthe(ic impacts, if any: (STAFF COMMENTS) Light and Glare a. What type of light or glare will the propmil produce? What time of day would it mainly occur?. (STAFF. COMMENTS) b. Could light or gla.re from the finished pr(kiect be a safety ha7ard or interfere with views? (STAFF COMMENTS) Papa 15 of 22 CHKLT/10-2S-93.MAS'rCR C. What existing off -site sources of light or glare may affect your proposal? A10 ki e- (STAFF COMMENTS) d. Proposed measures to reduce or control light and glare impacts, if any: No*ie (STAFF COMMENTS) .12. Recreation a. What de;ignated and infornial recreational opportunities are in the immediate vicinity? (STAFF CON INIENITS) h. Would the proposed pr(ticct displace any existing recreation wse;? If -so, dL—,cribe- (STAFF COMMENTS) c. Proposed'ineasure; to reduce or control inipace; (in recreation, including recreation opportunities to be provided by the ct or applicant, if any: Pci;#1 1p_ (STAFF COMMENTS) CIIKLT/10-25-93.MA.STER Page 16 of 22 13. Historic and Cultural Preservation a. Are there any places or objJects listed on, or proposed for, national, state, or local preservation registers known to be on or -next to the site? If so, generally describe. (STAFF COMMENTS) b. Generally describe any landmarks br evidence of historic, archaeological, scientific, , or cultural importance known to be *on or next to the site - (STAFF COMMENTS) C. Proposed measurLs to reduce or control impacts, if any: 0 (STAFF COMMENTS) 14. Transportation a. Identify pphlic streets and highways serving the site, and describe proposed access to the existing street am- if unv ..vedeni_ Show tin _4;ilo n1 (STAFF COMMENTS) b. Is site currently served by public tramit? If no, -what is the approximate distance to the nearest transit stop? 'Page 17 of 22 C1. IKLT/10-25-93.MASTER (STAFF COMMENTS) C. How many p arking spaces would the completed project have'.) How man would the project eliminate.) 3e e-D L-7 Jed, /,10 ma '(4-3�1 (STAFF COMMENTS) d. Will the proposal require any new roads or streets, or improvements to existing roads or,streets, not including driveways? If so, generally describe (indicate whether public or private). (STAFF COMMENTS) e. Will the prqiect use (or occur in the immediate vicinity of) water, mil, or air transportation? If so, generally describe. (STAFF COMMENTS) L How many vehicular trips per day would he generated by the completed project? Ifknown, in dicate when peak volume; would occur. (STAFF COMMENTS) Page 18 of 22 CHKU/10-25.93MASMER g. Proposed measures to reduce or control transportation impacts, if any: /VO (STAFF COMMENTS) IS. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so,.generally describe 60 r-v-e Cen a (STAFF COMMENTS) b. Proposed meaSurt!s to reduce or control direct impacts on public 'services, if any: A/0 (STAFF COMMENTS) 16. Utilities a. Circle-utilifies currently available at the site: atural gas<EF� �useservic 6��;) s epticsystem, other: (STAFF COMMENTS) Page 19 of 21 -WLT/10-25-9.1.MASTER b. Describe the utilities that are proposed for the project, the utility providing ihe service, and the j�vi�al construction activities on the efte or in the immediate vicinity which nught be needed. (STAFF COMMENTS) C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand'that the lead agency is relying on thern to make its d n. Signature of Proponent -�itted I Date Subn Page 20 of 21 CHKLT/10-25-93.MASrER STREET FILE Drainage Plan for building Permit Application City of Edmondo 5tcvc & Pcooy Lcc Kcoidcnce 17110 - 74th Ave.. W. Edmondo, WA 9&026 JUN 2 s 1996 May 2, 1996 Dcoion build 5ervicco , 10c.. Engincerine & Conotructiorl Management Coritracror # OE51GI35077 2b119 -120th 5t. 5.E., Monroe, WA 9b272 Phone /Fax: (560) 7�33-9659 Pager: (360) 335-9805 Steve & Peggy Lee Residence TABLE OF CONTENTS 1. Purpose and Scope 2. Existing Site Conditions 3. Developed Site Conditions 4. Erosion Sedimentation Control 5. Downstream Analysis. 1. Purpose and Scope The purpose of this report is to address any changes to the existing drainage that will be caused by the construction of a residence on the site. Development will change the runoff characteristics of the site. The addition of impervious surfaces would increase the rate and volume of stormwater runoff. Without the provision for mitigating measures downstream drainages could be adversely impacted. In addition, during construction, on -site erosion could result in sediment being transported downstream with associated negative impacts. Temporary and permanent water quality measures are proposed to mitigate potential impacts. 2. Existing Site Conditions The site is covered with grass, blackberries and scotch broom. See attached photo. Runoff coming off the road has caused small grass lined channels to form for about 10'to 75'from the road. At this time the slope flattens a little and the flow disperses back to sheet flow and infiltrates or continues as sheet flow. No channels or erosion is evident on the downslope side of the lot so it must infiltrate pretty well. 3. Developed Site Conditions The developed site conditions will consist of a single family residence and associated driveway, paths and landscaping. A 90' long 24" diameter pipe will provide detention for the 8264 sq. ft of impervious surfaces. This will discharge downhill in a 6" pipe to the existing catch basin. Based on the site inspection and slopes present the system will not be adversely impacted by this flow. Flow Summary: 2 yr. - 24 hr 10 yr. - 24 hr 100 yr. - 24 hr Predeveloped 0.02 cfs 0.03 cfs 0.08 cfs Flow Developed Flow 0 '.07 0.10 0.15 I Storage Provided: 297 cubic feet 4. Erosion Sedimentation Control Detained Flow 0.02 0.03 0.08 Erosion control will be provided by putting in a 50' long quarry rock Construction Entrance, and about 200 1. f. of silt fence. After backfill of the foundations and retention system the disturbed areas will be hydroseeded or/and straw mulched. Noter, for Powmetream Analyglo Steve & Peggy Lee Reeldence 17110 - 74th Ave. W. Ezimondrn WA 98026 Upslope there is 74th Ave. Across the street to the east are a number of lots with heavy blackberry growth adjacent to the street. Drainage flowing downhill to the west flows onto the road and to the north where the road continues and there is a house and garage. The street slopes to the north. 2. On the west side of the street someone has placed a s'm_ all curb about to the south property line. This forces flow to stay on the road until it gets to the subject property 3. Flow from the road flows onto the grassed shoulder and then downhill onto the subject ' property where it has cut a number of small channels at the week points of the sod. These extend from 10' to 75' downhill to the northwest. 4. Where the lot slope gets marginally flatter the channels stop and the flow appears to go back to sheetflow. 5. To the northwest the house at 17020 has cut down about 12'to have a level concrete play/parking area. There was no indication that flows have been going down theface of this cut and rockery. 6. The storm and sewer easement has been completely filled and landscaped. A swale starts near the base of this slope. Based on.the sewer drawings a creek used to flow down this easement. 7. The house and driveway drainage from 17020 discharges into a blackberry covered ravine. On the day I was there I could find the outlet by the noise of the discharge. 8. The house at 17103 has a catch basinand french drain at the toe of the slope in the storm easement. A 6" pipe extended up hill to the east but I could not find its point of beginning. There was a strong flow coming from this 6" pipe. The outflow runs in a 6" pipe parallel to the swale. It discharges at 9. 9. The flow from the swale and the 6" pipe combine in a ditch and cross the yard of a yellow house located at 17029 76th Ave W. There is a 12" concrete culvert crossing the driveway. The ditch has a rock lined ditch coming into -it which is the flow from 17,020 (7.) 10. The ditch picks up flow from another swale to the south of 17021. This enters the storm system at 76th Ave. W. through a steep drop onto a 12" aluminum culvert. The flow then flows through a number of 12" concrete culverts and crosses 76th. It goes down into the ravine where a 36" culvert discharges and becomes a stream which flows toward the sound and the Lynnwood sewer treatment plant. There were no indications of overtopping or constrictions at any point. This Is baged on a alte walk �y Rick Holde, P.E. on Friday 412619ro In the, morning. It had been raining a lot during the week but wao clear during the site violt. MW , P. - to rAos wow fnr ormnetream Analvoio f011Owing E3-Dc- 5teve & Peooy Lee F-Coidence 17110 - 74th Ave. W. E61momcl6, WA 98026 ' WW 9 m T' 0 4 SOIL SURVEY OF. SNOHOMISH COUNTY AREA. (Joins sheet 44) R. , 4 E. 32 In b 6 32\ w 0 )."(20 vh- j, "A N A -IV r Lf 5 2 1pew .41 '4 7—k-- :e-- - A I . t'-l' �" , - 2 UI'S COAST A R D VATIONI' I V Allot 3 78 A'S 6 f .3 ft 5 p 5 5 7 8 v /39.� �4m 6 u �7 i r 173 5. 5 51 -V 3? P.rri—ille 8 3 5 .4 6 fl T 4 32 78 e 3 78 17 (jo;m sheet 57) 1 3�4 112 1/4 0 0 SCALL (tp. lb�- lb6 0,7- ......... oz. TL TT-i I -L A L I;o STANDARD DRAINAGE DETENTION SYSTEM WORKSHEET Cj -ec� c\ %, Lee — OWNER J-) I ADDRESS Uj CALC BY- R(J �e,-d-e- PL PHONE: (00� -19,; - C-1 DATE: 1-2-19 (, ** * "DESIGN DATA ***** IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICES (-L) b-L G4 .-2 4' ok 0 1-1Z414 Ria ELEV'16(0 -\ I r rIAIN COVER 2- 3AAX 4'9 M SLOPE G* MW SPACE V FROM R*A ELE CONTROL 'OUTLET fAeL ELeO 1.(PS.'L PEPE WX.0)91e- ORIFICE INV ELEVI-0Z INV ELEV 2(,1- COPPER CA TCH BASIN CONrROL CAMW BASIN -T�QE- k L SYSTEM CROSS SECTION GLOWAVE4CM MIN 10' LONG 4"PER� F-_PF- TO OE LEVEL I '4-PERFPIPE W/C&PS FF SPREADER' OUTLET /-Z X Z , 6- DEEP, 4-- 6- OUARRY SPALLS DEEP. 3/4- CRUSHED ROCK FROM CONTROL INTR OUTLET RIPRAP OUTLET C>(?-. C &-re- �� T2,A" I �—k P �- & kA -`�> Ali-: ET C "L FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION SYSTEM NOTES. 1. Call Engineering Division (771-0220) for a tightIine and detention system inspection before backfilling and for final u*isp*ectioas. I 2, Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property owner. Material accumulated in the storage pipe must be flushed out and removed from the catch basins to allow proper operation. 77he outlet control orifice APPROVED BY 2-1 4' _^C(;CLAS ;-JR OR COUAI. 04' ;.Ct.WAX) IX 7�4 FASPIC YA.—,RIAL Pcut.-Rr ,:�71, 1�1 '14' - J18' CPA trL OR 1EA ZS, TEMPORARY SILT FENCE AJ. r.2 Sequence of Construction 1. Inotall temporary oediment and cro6i-on rnea-ourc6.�Temporary sediment and erosion measures must 17c in place and approved byt.he City of Edmonds (20ro-771-0220) prior to any construction or -site clearing activities. 2. Inctall temporary conotruction site acccoo. 5. Excavatc 6itc, inotall fouridationo, footing and ciowp5pou-1, drain5,and arly retainine wallo. baokfill parking area an.� arouncl hou5c. Inotall detent I ion oyotem. Grade to 5pecified ora&ic�,. i 4. Hydrooced or broadcaot oced anci opread straw or, i exposed ooil e;urfaccs. Inotall any 5. After lanclocapino anci establishment of orago remove all temporary sediment and erooiori measures. t P,�ko D. WAS 79 3 NAL -ak�t,o E X P I FLE S:J�fo Iti (0 Steve & F'eggy Lee Reoicience 17110 - 74th Ave. W. Edrnomio, WA 98026 Pcoign build 5crvicco* , Inc. Engineering & Corlotruction Manaeemervt, 28119 -120th St. 5.E., Monroe, WA 98272 Fhone /Fax: (360) 793-9659 DATE ai---t- I -F '? i z z Vc-@ 7r--- Y, a, T to' C F- TA, \ L- Wt t 1.0, )� I - — IL Le eyNa V/A VVN"\Ct,,, OS�lr C� c�ec-v\ c c a V4Pe' .5 0 " \ --.)TI vl)�� '% log TO. lbl- sc6 Y, J T-WE 7 \13 'k -t l9a: 5 C tAAF 7— . � t-1 00 C� ..... .. ........... . ........................................... Vr Vp CQ%", r,cVtv ,-L.9- rk, *Z-4 j 7'L— \0 601 10 -\'L 1A -IL lbo qO N- 5teve & Pee& Lee Keoiclence 17110 - 74th Ave. W. Edmoncio, WA 96026 Dcoion Duild 5crvicco , Inc. Engincerineg & Conotruction Manae3cment 28119 -120th St. 5.E., Monroe, WA 9b272 Phone /Fax: (360) 793-9659 - I - - - - I-) — JC 1) ol Lo co" CV-\ C, A &I -AC WA, ca- 'ZI 2,,Sl D14LS 41 --7- 7 0 9"Z u 4 1 -::7--.) 0, \ 9 o A 4 IV, (r, cl-ki oc �E s e-, (le lt� t C� 6� C-r LAA T OL, 0 It) 0 . �. D " 1 1_4 e., C f (01 joo SCC? wv_f A kcb-f C- OOL CA I S�o -,,2)S t.,-L A K, O� � U':-� qA 0 Ici ----- - -- -- k 1'7 C' C7 2 ut. 4, Zk 0, v� CI(b uv— c" + T�lv) 40 ,�O,r 1-41 4�' 2, , 4"P 0.01- O.ol 0,0 � .06 11 q4 " 0 -n I vLy Lu 1�- 1 4 2g. se� (CO>. t r � I -4m/k- 3UMMARY OF INPUT ITEMS 1) TYPE OF FACILITY: TANK 2) TANK DIAMETER(ft), STORAGE DEPTH(ft): 2.00, 2.00 3) VERTICAL PERMEABILITY(min/in): .00 1) PRIMARY DESIGN HYDROGRAPH*FILENAME: leelOOpp.hyd 5) PRIMARY RELEASE RATE(cfs): .08 6) NUMBER OF TEST HYDROGRAPHS: 2 TEST HYD 1 FILENAME: lee2yrp.hyd TARGET RELEASE(Cfs): TEST HYD 2 FILENAME: leeloyrp.hyd TARGET RELEASE(cfs): 7) NUMBER -OF -ORIFICES, RISER-HEAD(ft), RISER-DIAM(in): 2, 2.00, 8) ITERATION DISPLAY: NO .02 .03 Rm ENTER ITEM NUMBER TO BE REVISED (ENTER ZERO IF NO REVISIONS ARE REQUIRED): 0 INITIAL STORAGE VALUE FOR ITERATION PURPOSES: BOTTOM ORIFICE: ENTER Q-MAX(cfs) .039 DIA.= 1.01 INCHES TOP ORIFICE: ENTER HEIGHT(ft) 1.2 DIA.= 1.30 INCHES 780 CU-FT PERFORMANCE: INFLOW TARGET -OUTFLOW ACTUAL -OUTFLOW DESIGN HYD: .15 .08 .08 TEST HYD 1: .07 .02 .02 TEST HYD 2: .10 .03 .03 SPECIFY: D DOCUMENT, R - REVISE, A - ADJUST ORIF, d PK-STAGE STORAGE 2.00 297 .81 110 1.23 190 E ENLARGE, S - STOP PERFORMANCE: INFLOW TARGET -OUTFLOW ACTUAL -OUTFLOW PK-STAGE STORAGE DESIGN HYD: .15 .08 .08 2.00 297 TEST HYD 1: .07 .02 .02 .81 110 TEST HYD 2: .10 .03 .03 1.23 190 STRUCTURE DATA: R/D TANK (FLAT GRADE) RISER -HEAD TANK-DIAM STOR-DEPTH TANK -LENGTH 2.00 FT 2.00 FT 2.00 FT 94.8 FT DOUBLE ORIFICE RESTRICTOR: DIA(INCHES) HT(FEET) BOTTOM ORIFICE: 1.01 .00 TOP ORIFICE; 1.30 1.20 ROUTING DATA: STAGE(FT) DISCHARGE(CFS) STORAGE -VOLUME 297 CU-FT Q-MAX(CFS) .039 .041 STORAGE(CU-FT) PERM-AREA(SQ-FT) .00 .00 .0 .0 .20 .01 15.5 .0 .40 .02 42.4 .0 .60 .02 75.1 .0 .80 .02 111.2 .0 1.00 .03 148.8 .0 1.20 .03 186.5 .0 1.40 .05 222.6 .0 1.60 .06 255.3 .0 1.80 .07 282.2 .0 200 .08 297.7 .0 2.10 .24 297.7 .0 2.20 .51 297.7 .0 2.30 .61 �97.'7' .0 2.40 .69 297.7 .0 2.50 .76 297.7 .0 WERAGE VERTICAL PERMEABILITY: .0 MINUTES/INCH 3PECIFY: F - FILE, N - NEWJOB, P.-.PRINT IF/OF, R - REVISE, S STOP SPECIFY STORM OPTION: S.C.S. TYPE-lA RAINFALL DISTRIBUTION ENTER: FREWYEAR), DURATION(HOUR), PRECIP(INCHES) 2,24,1.5 ---------------------------------------------------------------------- S.C.S. TYPE-1A DISTRIBUTION 2-YEAR 24-HOUR STORM 1.5011 TOTAL PRECIP. ---------------------------------------- ----------------------------- ENTER: A(PERV), CN(PERV),A(IMPER V), CN(IMPERV), TC FOR BASIN No. .19,85,0,98,5 DATA PRINT-OUT: AREMACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .2 .2 85.0 .0 98.0 5.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .02 7.83 311 ENTER [d:][pathlfilename[.ext] FOR STORAGEOF COMPUTED HYDROGRAPH: lee2yre.hyd - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - - - - - - ENTER: A(PERV), CN(PERV), A(IMPERV), CN*(IMPERV), TC FOR BASIN NO. 2 0,85,.19,98,5 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .2 .0 85.0 .2 98.0 5.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .07 7.67 882 ENTER [d:](pathlfilename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: lee2yrp.hyd SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S STOP n STORM OPTIONS: 1 - S.C.S. TYPE-lA. 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: S.C.S. TYPE-lA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 10,24,2 ---------------------------------------------------------------------- S.C.S. TYPE-lA DISTRIBUTION 10-YEAR 24-HOUR STORM **** 2.00" TOTAL PRECIP. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .19,85,0,98,5 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) I A CN A CN ;,- 4, �. VA .2 .2 85.0 .0 98.0 5.0 x PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .03 7.83 548 ENTER [d:][pathlfilename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: leeloyre.hyd SPECIFY: C - CONTINUE, N NEWSTORM, P - PRINT, S - STOP -------------------------------- -- ------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2 0,85,.19,98,5 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .2 .0 85.0 .2 98.0 5.0 PtAK-Q(.CFS) T-PEAK(HRS) VOL(CU-FT) .10 7.67 1223 'INTER [d:][pathlfilename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: �eelOyrp.hyd SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S STOP nn STORM OPTIONS: 1 - s.C.S. TYPE-lA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: S.C.S. TYPE-lA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 100,24,3 --------------------------------------- -------------------- ------ -- S.C.S. TYPE-lA DISTRIBUTION loo-YEAR 24-HOUR STORM **** 3.0011 TOTAL PRECIP. - - - - - - - - - - - - - - - ENTER: A(PERV), - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CN(PERV), A(IMPERV), CN(IMPERV), TC FOR - - - - - - - - - - - - - - - BASIN NO. .19,85,0,98,5 DATA PRINT-OUT: AREMACRES) PERVIOUS IMPERVIOUS TC(MINUTES.) CN - A CN A .2 .2 85.0 .0 98.0 5.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .08 7.67 1095 ENTER [d:3[pathlfilename(.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: leel00yp.hyd SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, s - STOP c-------------------- ---- ------------------------- ENTER: A(PERV), ------------------ CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2 0,85,.19,98,5 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A I CN 5.0 .2 .0 85.0 .2 98.0 ;r 0. PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .15 7.67 1909 ENTER [d:][pathlfilen ame[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: leelOOyp.hyd SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP PLANNING DATA NAME: &" V Uj SITE ADDRESS:—] 71 10- 'JbATE: 71el 96 ZONING: PLAN CHK#: PROJECT DESCRIPTION: CORNERLOT ift (Yes/No) SETBACKS: 35, Required Setbacks: ......................... ................. WOO 3o Front: 25' Left Side: 0' Right Side: Rear: 25, IS - -1 �, f- W41p� Actual Setbacks: 14, tb 5f— Cr�- - 5444zo C 17 1-7 -16 --Iq - 3 Front: 2,91 Left Side: Right Side: '31 R Rear Street map checked for additional setback require (Yes/No) LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED N (Y/N) LOT COVERAGE: 30 4-5- Maximum Allowed: 35-/- Actual: BUILDING HEIGHT: Maximum Allowed: ?15 Actual Height: SUB Datum Point: l-,v *&,,, Fiu Sevz- Datum Elevation:. Z92-1 U 146� b- 33- 0? (1., 1 , jA 0,44-,A w-) L� CRITICAL AREAS#: vK; vtr "n tnv't, se,1011tf ArrA( fn±� C) r6q,-,WA 6, wrA% cc SEPA DP_TERMINATION:_2e4,,% r8A - DNS 3,4 4�r va-"aAek 42i,,r�t-N .5-A 191". 1 1%.-f frT.1--t f IN DAK 4ape o�f LOT AREA: 30 oco � -11-T OTHER: Ce, Mssk, 401,-, - oAv N La4n r-o� Plan Review By: H m' rpr e L'. EDQ6 Cb-C. CalVa jj, H T L-1, "' W t9A.','7 74th AVE w (PFZNATS MAD) HFGHT CALCULAT"ro A sl TE PLAN 20 L" p - lwqz� AVE GQACE 26$ 5 MAX 1�00.15 ri i - c*- r;,' e E. EDW OVIC DWv'a m T I,- -J�v w 19g.-il 7,ith AyE W (PIZNATrt FMAD) C t7b.Cl p W.0 AVE . GRAC6 - 2165 MAY Hr. - 1,00.1, SITE PLAN_e �*Pww -W :-:r - 0 5 4i col �A m m oon swum r7lo rn PERMIT APPLICATION REQUIREMENTS To: Applicant From: . Lyle Chrisman, Eng*meen*ng' Vispector Owner Address: A u,�, STREET FILE Plan Check No-: 9 3 L1 f_� After review of the subject permit application, the following requirements must be met 1. Construction hours are. WEEkDAYS - 7:00 AAL-10:00 P.M.WEEKENDSIROLMAYS - 10:00 A.M.-6:00 P.M. Z. A separate RIGHT-OF-WAY CONSTRUC11ON PERMIT is required for all work on public property. (ECDC 1&60) 3. Truck haul route plan must be submitted and approved prior to permit Liumm f. Buildedowner is responsible for containing all temporary runoffand crosion control on site. (ECDC 18.30.030d) i. "NO WORK SHALL BE DONE WITHIN IS FEET OFSTREAMS OR 10 FEET FROM ANY CLOSED DRAINAGE FACILITY. BUILDER/OWNER IS RESPONSIBLE FOR IDENT11?YING CONDITIONS ON THE DRAWING. (ECDC l&30.50G) FILTER FA13RIC FENCE SHALL BE "WALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCIION. (ECDC 18.30) INSPECTIONS ARE REQUIRED ON sToRm DRAINAGE sysnum, TiGHTLma AND CATCH BASIN INSTALLATION. INSPECXIONS ARE REQUIRED PRIOR TO BACKFEULING. (ECDC 1 &30) Repair or replace all dcf=dvc existing auk gaw and sidewalk ad*cut to dw ptaperty. If= IntefSeCtion Is invoh-4 a handicap ramp MY be raPhv& Contractor meet with dw City Engbeakg staffto detennine dw caw ofrepair, pria to Esswince Ofthe permit. (ECDC 1&90) Driveway slope shall not oweed 14% without a w4w. Evoy attempt shotild be made to keep the slope below 14% waiva granted to - % (ECDC IM0601)) 0. Driveways must be paved from properW line to City RIGHT-OF-WAY. A separate permit is required. (ECDC IU0.060C) I- INSPEC17ONS ARE REQUIRED ON. DRIVEWAYS AND SIDEWALyj PRIORTO AND AFMR PouRING..0ZCDC, 1IL30) 2. No burning Of construction WXM without a perink fioin die Fire Department. 3. Connection to CitY water system Is required. There Is a sepatate cliarge for the Water, meW. (ECDC7.20) 4. A back water valve is required if downstars plumbkg is below do elmtkm of%nftm 121313hOle.- (ECDC 7.20) S. Water and sewer mWil Ihm Should be separated bY 10 feet minlinum (EX=I&J0) 6. 2��06 CIV Safthuy WA= Is mphv& A Fees paW ycsl)( Jk_ Cbarge 7- Undergmund wiring is required an an new constmedon, and for addition; allemdons, and repahs dWcwc*d 50% ofthe total assessed, value ofthe structum (ECDC 1&90) L A FINAL ENGINEERING INSPECTION IS REQUIRED MOR To TIM BUILDING DIMON GRANTING OCCUPANCY. OF THE BUILDING OR STRUC�� I(ECDC I" -'L Jr. %0 Jr. I V r. Lj JUN 2 PROJECT REVIEW CHECKLIST PRO PROJECT ADDRESS:— S T R ff j;&L. f4 7 PLAN CHEC RECEIPT DATE: REVIEW 0 BY: (nitial/Date). PLAN. WATER COMMENTS FIRE 13MM rREFT F�Al (Z Setbacks/Variance/Setba6-k- Adjustment Conditional Use Permit . . . . . . .. .... 2 AD13 Requirements ........... Other Zoning Requirements Underground Wiring Required Lot Slope 15% -2 6— SEPA Environmental Checklist/Hydraulics Permit Tree Cutting Plan Plat/Subdivision Requirements .9. Legal Description Verification Quit Claim/Street Dedications Easements - Public/Private - - - - - - - - - - - Engineering Storm Drain Review Fee Engineering 2.2 Inspection Fee 30 ... .... Drainage Plan (On -Site) ...... Setback - Top of Bank, Stream, Water Courses .. ..... . . . . . . . . ........ Setback - Storm Drain Line Open Ditch - Existing 4/ Culvert Required Culvert Size --- ....... - - - - - - - - - - - - - - - ------ --- -- Shoulder Drainage/Shale Open Runoff Catch Basin Required Driveway Slope & Vehicle Access Sidewalk Required Curb & Gutter Required 25:: Curb Cut For Driveway Required 27 Street Paving Required ...... . . . . . RAiht-Of-Way Construction Permit Required Street Namq Sign Required ................. Other Signing Required Bond Required For Public Improvements . . . . . . . . . . . . . . . . . . . . . . . . . . FEMA Map Check/Water Table . . Side Sewer Availability 32. 33., Calculate Sewer Connection Fee If No LID # Create Street File :36:: Existing Water Main Size - ..... --------- .. Water Meter Size - - - - - - - - . ...... .......... ..... - - Service Line Size 38 -a iq m Water Meter Charge Required ...... Hydrant Required Hydrant Size Existing 7W 5ij Fire Line Charge Required Sprinkler ............................. -72." . . . . . . . . . . . . . . 1 Miscellaneous Reviewed By: FIRE PLANNING., ENGINEERING 1 00, 51' EGHT_CALCUWCItlG C slbO P 19KO -AVE. GQADE = '2165.5 HA'A, HT, = *7�olb,15 7-1+" AVF_ W Ul"' "' ST . REET Fil F somm- rl ilk ,SITE PLAN, ..Pimq WEIR 0 IS 20 LS CITY OF EDMONDS USE ZONE PERMIT -7 CONSTRUCTION PERMIT APPLICATION' k NIUMBER JOB SUITE/APT ADDRESS '7z / � # OWNER NAME NAME OF BUSINESS I % sf� 4 Pwau I _NOI LEGAL DESCRIPTION CHECKI SUBDIVISION NO. LID W Z 30: MAILING ADDRESS -4 115�4 -26% Avp:l b A PUB RIGHT QF WAY PER OFFICIAL STREET MAP. LJ� A/L9 15,6p- TESCP Approved 0 RW Permit Required 0 CITY ZIP I TELEPHONE NUMBER ijvj iw br ft,66i I EXIST1,N G . . REOUIRED 1Z DEDICATION Street Use Permit Req'd 0 I NAME . PROPOSED 5 . Inspection Required -5- Sidewalk Required 0 a: 'u METER SIZE LINE SIZE NO. OF FIXTUREST PRV JIRIE UIRED ADDRESS $560 YES NO 0 9 RE �r%' 01��: .VARKS Iwo. vr_�01 a: W W t� CITY TELEPHONE NUMBER eot4 WAr ;4 '1�43-99100 Z NAME Z W X. cc 0 ADDRESS. &Nag ENGINEERING MEMO DATED REVIEWED B Y 1 3y '7 9 a: ClTyio zl_pr:�' TELEPHONE NUMBER Z 0 ."::� 'Vik FIRE MEMO DATED REVIEWED BY W STATE LICENSE NUMMER EXPIRATION DATE 4- SIGN. AREA SEPA REVIEW ADI3 NO. Legal Description of Property - include all easements ALLOWED. PROPOSED COMPLETE 1EXEMPT Z SHORELINE # 0 P EXP 2: ir 0 VARIANCE OR CU 1 PLANNING REVIEW BY DATE W SETBACKS - FEET HEIGHT LOT COVERAGE Z Property FRONT '75' SIDE 10'AS REAR 25] Z 95 Tax Account REMARKS Parcel No. —ONEW D"RESIDENTIAL PLUMBING(MIECH COMPLIANCE OR ADDITION COMMERCIAL CHANGE OF USE -1 F APT. BLDG. REMODEL SIGN G FENCE CHECKED BY TYPE OF CONSTRUCTION I ICOOE OCCUPANT GRn REPAIR CYDS. x _FT) - A) FIDEMOLISH WOODST6VE SWIM POOL INSERT E� HOT TUB/SPA SPECIAL INSPECTOR REQUIRED , ---I OCCUPANT GARAGE RETAINING WALL/ CARPORT RENEWAL 1:1 YES It LOAD Z ROCKERY REMARKS PROGRESS INSPECTIONS PER UBC 108 Z 2 (TYPE OF USE. 91 SINESS OR ACTIVITY) EXPLAIN: D SMVIS-4h, 151 PAVi, F46jer)V,5. Lu NUMBER NUMBER OF CRITICAL Soith wl i4ot, 0. -rwayim P15 0 OF DWELLING AREAS to 0 STORIES UNITS NUMBER95-Ift DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) - V, FINAL INSPECTION REQUIRED VALUATION FEE WrJ I PLAN CHECK FEE 00 BUILDING HEAT SOURCE: GLAZING PLUMBING Plan Check No.-.96 A?y MECHANICAL This Permit covers work to be done on private property ONLY. GRADINGIFILL Any construction on.the public domain (curbs, sidewalks, driveways, marquees, etc.) will require separate permission. STATE SU9CHARGE 1-455 0 Permit Application: 180 Days Permit Limit: 1 Year - Provided Work Is Started Within 180 Days . STORM DRAINAGE FEE 7;� "Applicant, on behalf of his or her spouse,'heirs, assigns and !IYNG. INSPECTION FEE successors in interest, agrees to Indemnify, defend and hold 20 harmless the City of Edmonds, Washington, its officials, m employees, and agents from any and all claims for damages of a: whatever nature, arising directly or indirectij fiorn the Issuance of this permit. Issuancel:of tiyls permit shalln6t? be deemed to i' PLAN CHECK DEPOSIT 97 0 0 . modify, waive or reduce any leequirement ofan� city ordinance nor limit in an ' y way the City's ability to enforce any ordinance TOTAL AM6UNT DUE provision." I hereby acknowledge that I have read this application; that the information given is correct; and that I am the owner, or tho duly ATTENTION APPLICATION APPROVAL 0 author a ent �ofthe o r. I agree to comply with city and �regu THIS PERMIT state laws au 0 too on�strucl Ion; and 'in doing t work authoriz- AUTHORIZES This application is not a permit until ed the , h of the Labor reby, no person will be employ V ONLY THE signed by the Building Official or his/her Code of the State of Washington relating to Workmen's Compensa- WORK NOTED Deputy; and fees are paid, and receipt is tion Insurance and RCW 18.27. INSPECTION acknowledged in space provided. SIGNAIURE (OWNER OR JGE;JT) DATE SIGNED DEPARTMENT zl_�7 J� P CITY OF OFFICIA,L1 I ATU TE EDMONDS ;Am 7AW11, ATTENTION CALL �bR RELEA# DA/E 7,, /t ) - - -! INSPECTION � -/;,, j , * IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE Z UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 771-0220 ORIGINAL - File YELLOW - Inspector A CERTIFICATE, OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 4,, PINK - Owner GOLD - Assessor , CITY OF EDMONbs CONSTRUCTION PERMIT APPLICATIOP�k USE PERMIT ZONE, NUMBER JOB SUITE/APT It ADDRESS OW NER NAME NAME OF BUSINESS Pkdu Le4 L EGAL DESCRIPTION CHECKI SUBDIVISION NO. LID NO. . -1 lb cr W z 3: 0 MAILING ADDRESS NJ - NJ '45-�4 --k (7�ffi PUBLIC RIGHT QF WAY PER OFFICIAL STREET MAP. V EXISTk1tjP REOUI RED DEDICATION 447 PROPOSED 50 TESCP Approved 0 RW Permit Required 11 Street Use Permit Req'd 0 Inspection Required Sidewalk Required 11 a: CITY ZIP bri%- WA 01 b6f TELEPHONE NUMBER NAME ME TER SIZE k LINE SIZE NO. OF FIXTURES W PRV RE UIRED I - YEs NO ADDRESS 1560 Nipirli 5�11 0(Z1D REVARKS a: 114S[2- I W CITY 'P '5eA4 NvAr I TELEPHONE NUMBER -3. z r L_Q NAME Wr Cc 0 ADDRESS. -700-2 Av W I 3rA J ENGINEERING MEMO DATED REVIEWED BY -7 94 __71^_� z 0 ZI jVV* IVA, 510"(17 TELEPHONE NUMBER '70)d -' :�D3t?> FIRE MEMO DATED REVIEWED BY W u. STATE LICENSE NUMAR EXPIRATION DATE SIGN, AREA )ALLOWED SEPA REVIEW ADB NO. R1 CtC 1153 J 3 4 - M -2 1 ROPOSED COMPLETE IEXEMPT Legal Description of Property - include all easements SHORELINE # EXP 5A 1/7j UARIANCE OR CU PLANNING REVIEW BY Property Tax Account =1 Parcel No. f 1 11-4 1 COL ZNEW LfRESIDENTIAL PLUMBINGMECH ADDITION 1:1 COMMERCIAL COMPLIANCE OR CHANGE OF USE REMODEL 1:1 APT. BLDG. SIGN FENCE REPAIR 0 CYDS. x —FT) DEMOLISH WOODSTOVE 1:1 INSERT SWIM POOL HOT TUB/SPA GARAGE RETAINING WALL/ El D C ROCKERY RENEWAL (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN; V-Ib- 7- DeA.'rAA 71/ P/ % SETBACKS — FEET HT LOT COVERAGE HEIGI �T -SIDE 10 REAR .2 5 1z51 FRONT '75 ' SIDE HhMAHK5 CHECKED BY TYPE OF CONSTRUCTION CODE OCCUPANT GR�� SPECIAL INSPECTOR OCCU�ANT REOUIRED YES q-14,3 LOAD r)4a--- eta3 rvrzy::�-3 n REMARKS PROGRESS INSPECTIONS PER UBC 108 OMX1194i, 151 fth, If. 7-114 NUMBER OF STORIES NUMBER OF DWELLING I UNITS J CRITICAL AREAS INUMBE, DESCRIBE WORK TO BE DONE Qyj*v(:k- Y*w (ATTACH PLOT PLAN) rb;Aeaci FINAL INSPECTION REQUIRED PLAN CHECK FEE VALUATION FEE LIZ i�L� I I BUILDING HEAT SOURCE: GLAZING 2 % 'PLUMBING Plan Check NO.— 1 960 /�74 MECHANICAL This Permit covers work to be done on private property ONL GRADINGIFILL Any construction on.the public domain (curbs, sidewolks driveways, marquees, etc.) will require separate permlsslo�. STATE SURCHARGE 50 Permit Application: 180 Days Permit Limit: 1 Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE 46 "Applicant, on behalf of his or her spouse,*heirs, assigns and ENG. INSPECTION FEE successors in interest, 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 a: whatever nature, arising directly or indirectIV from the issuance of this permit. lssuance,,�'Qf Ns permit shall 66t'be deemed to PLAN CHECK DEPOSIT 1 90c) modify, waive or reduce'any -requirement of/anj city ordinance 01 nor limit in any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE provision." I hereby acknowledge that I have read this application; that the ATTENTION APPLICATION APPROVAL information given is correct; and that I am the owner, or the duly c autWaz&d agent of the 2Vaqr. I agree to comply with city and slate laws -a long onstruction; and In doing t4e,work authorlz- gu I THIS PERMIT AUTHORIZES This application is not a permit until ed thereby, no person will be e mployed in violat&h of the Labor ONLY THE. signed by the Building Official or his/her Code of the State of Washington relating to Workmen's Compensa- WORK NOTED Deputy; and fees are paid, and receipt is tion Insurance and RCW 18.27. INSPECTION acknowledged in space provided. WNER OR GE T) DATE SIGNED DEPARTMENT.. CITY OF OFFICIAL . WI A TE EDMONDS UTU 7&4 ATTENTION CALL FOR INSPECTION DAA IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 771-0220 ORIGINAL — File YELLOW — inspector A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 eel, �o h6 PINK — Owner GOLD — Assessor _10101 STANDARD DRAINAGE DETENTION SYSTEM 1 WORKSHEET OWNER -'�D 4v-t- Lee — ADDRESS 111 k 0 - A 6f VN 0 IMPERVIOUS AREA ?2'L G Z� CALCBY:-RO V-�I-d-e PL PHONE: CS60�,79,;-C161SI) 'S 1-2-19 DATE: I I "'DESIGN DATA***** PIPE DIA PIPE LG 24 OETENT*M PME LENGTH ,� C) 1-,Z4,4 RIM ELEV 'N COVER Z*MAX COVER-1 * -&. rN L W' Q .3% - r/. SLA)ft 4rMIK SPACE �Ww ELEV FROM -U CONTROL t, �OUTLET 0jZ,fA1A- ELEU 1-(A-7- R iNV ELEV \"-,NV ELEVI-1. 0WR CA rCH OASFM COMr,704L CAMN BASW PE- k L SYSTEM CROSS SECTION ORIFICES (1� . t,-o I , � 1Z I ,OUTFLOW V"CM MIN Ky LO(4G T Top 4-PER� PIPE TO BE LEVEL OP P' I-PERF-UP-E -/CAPS FF SPREADER' OUTLET /2'zZz6'DEEP, 4'-G'OUARRY $PALLS .Z.. r DEEP, 3/4- CRUSHEO ROCK FROM CONTROL 'NTR OUTLET RIPRAP OUTLET O(Z� 6 14) C �� k(l� E. 1 o C ATr �4 J:�Ae, /1,_k C�F ?L&kA -4)t�EET ?- FOOTING DRAINS SHALL NOT BE CONNECTED 710 DETENTION SYSTEM NOTES. - 1. Call Engineering Division (771-MO) for a tightline and detention system inspection I before backfill,ing and for final mispiections. 11 APPROVED BY 2, Responsibility for operation and maintenance of drainage systems on private property i:;hes responsibility of the property owner. Material accumulated in the storage pipe must b flu hed out and removed from the catch basins to allow proper operation. The outlet control orifice DATE must be kent onen at all time-q- :?'- 4' 3CUCLAS r7R OR EQUAL. as' ��C�(AdAx) ,7LM? FA6,71C WAZ;1AL '/4' - J18' *A SI&D FLOW O?A%IM a9 PEA Q?AYa AfEXr cRAcED cq - "IS77JRSO =E SLQPE 17� A, I 'l-)"VIE D ---r- brvlm �1;-04 I WATER SERVICE JWSpECTIONS REQUIRED. CAL STREET FILE - Z51 TEWORARY SILT FENcE ,w.ri 5egluerlce of Construction ACCEPTABLE TIGHTLINE MATERIAL N-1 2 ADS Sch 40 PVC SDR 35 (ASTM D3034) JUN 2 6 1996 1. Inotall temporary 9edimerit and erosion mcaourco. Temporary sediment and erosion measures must �e in place and approved by the City of Edmonds (206-771-0220) prior to any construction or site clearing activities. 2. Irlotall temporary conotruction oite aGGeoo. 5. Excavate oite, inotall founciationo, footing and dowriopout drains, and any retaining wallo. f5ackfill parking area and around house. install detention oyotem. Grade to specified oradeo. 4. Hydrooced or �roacicaotoeed and opread straw on exposed 15oil ourfaceg. Install any 5. After landocaping and cotabliohment of grass remove all temporary occliment and cro!5ion measures. 5teve & Peggy Lee Reeidence 17110 - 74th Ave. W. Edmondo, WA 98026 Pcoign build 5crvicco , Inc. Engineering & Conotruction Management 2&119 -120th5t.5.E., Monroe, WA 9.5272 Phone /Fax: (360) 793-90-59 5hect, 1 of 2 (tp. 1b6 " w i s 10 9vc_@ �S ST c 6VOIA-C, c ?D F_ TA, Le ev\A _% e;, 4 'Fe\A U_ 6ec, Cov t W (_(�k4t )e Y, i I f Y, TIPE 01 7 /jj �z c J iA QOi--' to IJQ 0 X 10 14 %0 q0t 91) -too r 4� kzl� sc 0, 01 1?793bt EXPfIRES at 6 _51.11U_ we 5teve & Pcooy Lee Reeidence 17110 - 74-1�i--Avc. W. Edmonde, WX 980265 Dcoigri build 5crviG66 Inc.. Enoincering & Conotruction gariagement 28119 -120th 5t.!5.E., Monroe, WA-��6.5272 Phone /Fax: (360) 795-9659 5hect 2 of 2 7//o - 75X 40 ,04fi1A�)q-C,,f- STRE67 FILLt JUN 2 6 1996 VIC10141TY MA713. 1.4 Perrinville M Meadowdale PROJECT lBIrF- E] Aeaaowd le �ejc)� 0i it q r.,th 09 04 Lynnwood 2 1'2 fh - T""", I D EX :E)117E P16�Al-i �LEGiAL DF-YC"RIFTION 2 LoWE-g LJ5V�L, FoUNPATION PL.Ah 3 FOUNCATON/I�OWRP- L.EVP-� FLWr-- P�Ah 4 HAIN L.F-VRL. 17VOR PLAN 5 HAIN FLCC�z FPAHIN(� PLAN 6 PZOF- FRAMIN(� PLAN 7 t�UILDING SRCTIONC-, 8 1�)UILPING Sr:CTIONS 9 a*7T 4 NCIZTI+ RLr--VA-n0Nc, 10 SOUTH � WEFI�T RL.F-VATIONIS� 11 WALL SECTIONS 12 wAIL 13 wALL sacncHs 14 IN7ERIOR ELEVATION':1 15 lH7FI2109 15LEVATIONS 1�5TRUCTUJZAL NOTE-2 XOR 4 WINCOW MCI �OwFrz Lr�Na. F-LEC-1 MEFC14, PLAN ME2 MAIN LZENSL E-LEC,jt-'IECH.--PUN !i,40TES' A�L CONSTr4JC-1710H SHALL CONFOW TO THR PZ<�UIFLEMENT-�, OF TH;-: Uee-' AS AHEf`IPI,--P P-2Y THEE CITY OF �-:rt-ONPS, DO NOT �CAL5 PfZAWIN(�S). ALL DI-IFNVONSI 70 PAC-F- OF FRAHING, , REPC>fZT AN-( OHI�5ONS C59 IDISCrl�ANQIB5 FOUH0 ;N THa DPAWIN(�S 09 AT THa dcl� 110 TWR APCHIT�(--T, .'LEGAL DESCRIPT101mi ,A'A 1-1). 1� 51$10001,1110cyl THAT R)PTION OF LOT ITZI PLAT OF MR:ArDWPAL[--- E�IEPCHI 0 PRIZZ PLAT P�ECOPVOP IN \/U., 5 OF PI.AT�, I PAqF- le,, RCOPCS OF GN>PMr-H OXNTY, WAI:�HINGil?--)H I A,�, FOUDY6; WMMF-NCINq AT THa cB,\,V COPNR.9 OF eAIQ LOT, THEENCZ- N 0c'i0'0&'F; ALONG� 'THr= W, LINE - OF eAlP LOT ft; THPNCE. 15 1?�T' r�"CO" F- 466,01 ftj-0 THF- POINT OF PSq I NNIHC;; TH PNCE CONTINUINq S ?)7 1097, Ce �t TO THF- a -WI -IV- OF e�AIP LOT� 7H5NCa S 2" 111 ALCNG SAIC) I-, �IN5 159.1�1 ft; THENCE H :-','7 * 51 '97.1 " W PAr-�ALJ.R[. WITH TH�F 5 L.INF- OF SAID LOT iq,5,C)6 fr; THE;NCE N I' 01?�'91 " rz kbo,9i5 f-r TO rHR PINT 0� T 1-7 t-i p 14 A:t,Wb' 1-7110 71"hA\/a W. Fia-10NM I WA. 91�01� clTAL, H15ATSE) SPPCC-- l(lIX1,9 +tt. 7Z:IrAL � GL.A-ZING APRA 1-0�61 W. GLA'ZIHGi 0/c, 72, HF-ATSOUPcf-5 - GAI� Opl-ION VI TADLE 6-1 WSEC. GLAZING UNALUF, Hll� 970 C-1wi% calwWbAe> • Aroa I - 5pWl=xt Me �CajazTbj.97 Fr" we 3 2.19 A3 v14 %L a 'IPA I L +'X2. - 7 9 t • Am 1- 4rlve*a� Ave rade = va.li greAgrA7 *W-s *Ana 5-c .pm* Ave �We. 7-00,1-1t5 P" IPA 24 L. 0 :x '51f5it/6-IT 9Aft I -pdto Aw if* - 2,Kw. PrOPO4 q*-. lep. C7 sAft 17 nA W%j M rds a vnm 1p" T140 -JB4 rl 14 1; 10 Y LYL - cab 4t,3/p 2 -34.3 &Area 6 lmw Iml Ave ciab Wel P" jak lsar7 61%7AM � rj".WlvF21.�d's 71 bd *3 HEFIGHT CALCUL.ATI011S A , C 176' 0 .9 1*5,0 AVE, GrZAM = 21Y5.5 MAX , HT, = SLEVATION D15M I 1� FOUNPATION I* WAILL. 1-4 WAL-� ri'l - o�b- � r a . C' lk I :1011TE PLAN, G E kll'E R A L 01,4C J` T F, S cc)N -iAr--r p-q:�(so4 PF7�r- --;ANcALL. - -��,3,qr5n 5co UNION -pr. ;Tp-,Clw '5�-AT%E, WA. 94Ncll O\LJNErz ST9\4F- 4,FSGGf L.F-F- /2-lri" -141h A\4E W l3r21512, WA. lroC� PIM21CT, pol� ILD LoT 5P Fc)cTAGF-,,. %W,00acO�tl E5U101W-1 PAP AW: �)G 1.4,5 ft2- LOT CONPRA45 I /L I. PEI;�IGH LOADI� RD-)F L4vr-- �CAD �.15 psp FLOOR- I�Ne LOAD 40 K F- WIND C?,O MPH, EFXP. E3 F:ARTHQLAr,F- 7rl-qrz Sj IZ\A4 �47512AL� �ARTH PPWA-2E FCr- CONC12ETr: VPEN�TH '2500 P51 (i 'I'b DAY', 6 FARYARI) 0! 1p� operzly LNEi hE OF WrF: 0`,,�AH(� UQO:N(:� F007PRINT APPROVED AS NOTED VAULT SWR IMH �-9'2,90 J�n,jo iv C-1 &-A. CD & X z �r-: j- k! Lu (;. --, Z IV. --.,) & Ir -`�, WZ i'-'. r;`,', V Pecelve6 jut .1 a 1996 PERMJTCOYMrE)� CC N CY) LO (� I � ) b � -, 55 �- �@� A�, -��l