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20621 MAPLEWOOD DR.PDFIIIIIIIIIIIIII 12249 20621 MAPLEWOOD DR PLANNING DATA SINGLE FAMILY RESIDENTIAL 11 STREETFILE 11. Name: o 9 5-4no 0 0 0 0 1 0 .5 Date: OT Site Address: Mkple-ulocc� Or. Plan Check #: -�o 7 013 Project Description: -F aff4luo eire A IV&, S le- Ale Reduced Site Plan Provided: (YES / NO) Zoning: //0 �-- (�— Map Page: Corner Lot: (YES Flag Lot: (YES Critical Areas Determination #: (3e a_ i On 0 1� -11 1-1 ( (90 Study Requir U-Waiver SEPA Determination: 04xempt 0 Needed (for over 500 cubic yards of grading) 0 Fee 0 Checklist 0 APO List with notarized form R uired Setbacks "7n' S ptet: Side- C) Side: 5. Rear: 6-7 Actual Setbacks Street: q Side: Side: Iro Detached structures: El Rockeries: El Fences/Trellises: El Bay Windows/Proj ing Modulation: E3-Stairs/fJrc—k,) q Height Datum Point: AIA Datum Elevation: J 67 Maximum Height Allowed: -Z q3 Actual Height: Other 4 Parking Required: Parking Provided: eA C s :4 Lot Area: Y, -3 0,0 Maximum Lot Coverage: 35% Proposed: Lot Coverage Calculations: ADU Created: (YES ��O Subdivision: Lo�7�//tUp �&V., 0 Legal Nonconforming Land Use Determination Issued: (YES c S Comments e,, CA, f-C A-- 316,S70 -7 4 3 q6 Jvy,� rdC5 0/� A2 6 - -5- � i-- 'rAA C - 3 1.6.3 0 ltadeq D Plan Review By: cjtl� J �" � 21, (, < Planning Data Fonn 04-11-06.doc After recording return to: RESUB City Clerk City of Edmonds JAN 2 .7 2016 121 Fifth Avenue North 6 PGS Edmomb, WA 98020 P12'1165"10-41am 78.00 BUILDING DEPARcWNT SNOHOMISH CORTY, WRINGTON CITY OF EDMONDS STREET FILE Document Title(s) Declaration of Covenant - Private Stormwater Facility Reference Number(s) of Related Documents N/A Grantoir(S) (L4L Fra#0 Miildlc Ini.1jal) jokliette, P. R"U*1110, L�L-G, 0, Q&JaWAre, liwq6ta UAt)W13 COVA?A!15 Grahtee(s) (WL Feml nd Middle 16itial) City of Edmonds Legal! of.wobn ownshi — 4tfaq&4u pe-scripogn (�bbr.c*iqlcd fonn.j.e.jol., 0!w I- �p?.rwfjc rovt; 0V% of NW VA., 9w '/.t. aealov% 141, T 17 N.) K .4 S -, W. M�. Assessor's Property Tax Parcel/Ac.count 14umber at the *Time of Record . in.g: ooee(0000000100 The Audi.todRicorder will rely on the inr6nnallon.pmvided on this lbrin. The staffiiiIII not read the docurnent to'verity theaccuracy or complet.inew Of am indexing hifdrainflon provided herein. SCANNED JAN 2 6 2016 DECLARATION OF COVENANT Private Stormwater Facility WHEREAS, the undersigned Declarant(s) have installed a stormwater facility that uses lawn and other landscaped features to manage the stormwater runoff from said property known as a "low impact development best management practices (LID BMP)" in lieu of other required more conventional stormw9t& systems; And WHEREAS, the City of Edmonds has allowed installation of the LID BMP,.subject to the executionAnd retotdingof this Declaration of Covenant; NOW, THEREFORE, THE UNDERSIGNED DECLARANT(S), being ;he owners of the real property (,"the Property") located at the following address: 2OG21 Maj?lemoc4 19rive in the City of Edmondsj Washington, And legally described on Exhi6it- A attached hereto and incorporated .herein by this reference as if set forth in full, . hereby covenants and agrees, on behalf of him.self/herself/the'irse.1ve�s/itself and hi.s/lier/thcirlits S'ticcessbrs and "signs, as follows: Declarant(s) warrant that helshe/they arc the owners of,the property described on Exhi - bit A and have the authority to impose thig covenant dn thepr6perty and bind all future owners, success " ors, and assigns of the De-clarant(s)., The...Declarant(s), future. owners, successors, and assigns of the Declarght(s) shall be referred to collectively As "QWners!' 2. The Owners of the property4esciribed. on Exhibit A agree ihat the prppeoy qontains a. stormwater management facility called a "LID BMPi" Which was installed to mitigate thi� stormwater quantity And quality impacts of 'some or. all of the impervious or non -native - pervious surfaces (in �the propeity.- "Low i M-pact d&v6lopm*e'nt" rneahs 'development conducted in a way that seeks to minimize orcompletely prevent alterations to the natural' hydrology of the,site. Low impact. development includes s-iteplanning and design ta reduce alterations of natural soil and -ve ' getAtioh cover, minimize-imp6rVibus surfaces, and specific practices that help19 Mplicatepatural hydrology such as permeable pavements, green.ro6fs, soil amendments, bi6retention systems? and di.soision,of runoff. 3. The Owners of theproperty described onExhibit. A shall maintain the size placement, and design of the LID BM Pas depicted on. the approved sitt plan, Exhibit B, and desigri details shall be maintained and may not be changed without written approval either from the Engineering Divis ion of the City of Edmonds or through a future development permit* from. the , City of Edmonds.'Plant materials may be changed to suit individual preferences,, but chemical fertilizers And p -pstic-ide.s must not be-4s.ed.. Mulch may be added and additional compost should be worked into the soil over time. All costs of such maintenance and repair shall be the sole responsibility of the Owners. 4. The Owners of t.he.property described on Exhibit 'A shall, inspect LID,B - M . Psannually for - physical defects. After major storm events, the system shall also be checked to ensure that the,. -.overflow systern i s working properly. lf.'drbsim channels or bare 'spots a�re evident, they shall be stabilized with soil, plant material, mulch, or landscape ro'ck. A supplemental watering program may be needed the first year to ensure the long-term survival of any vegetated areas. The Owners also shall maintain all vegetation and soils that are pa.rt of the LID BMP so it functions as designed on a year-round basis. 5. The City of Edmonds is hereby granted by the -Owners the right, but not the obligation, to enter upon the property described on Exhibit A at all reasonable times for the purpose of inspecting the private storrnwat& LID BMP facility. If, as the result of Ap'y Such .inspection the City of Edmonds detertnines that the LID BMP is in disrepair, requires maintenance or repair, or is otherwise not functioning as provided in the BMP site plan, the City Engineer or his designee shall have the tight, but not the obligation, to order the Owners of the property ,described on Exhibit A to maintain or repair the same. 6. If the City of Edmonds deterimines that the LD:) B . MP requires maintenance. 'or repair pursuant to Section 5, the City of Edmonds shall provide notice to the Owners of the deadline within which such maintenance or repair must be completed. Said n6tice further advise that, should the violator -fail to perform required maintenance or make repairs: within the established ddAdline, the work may be done by thecit y or a contractor designated by the City Engineer and the expense thereof shall be charged to the Owners. The City's officers, agents, employees, and contractors shall 'have the fight, which is hereby granted by the Owners, to.ent& upon the property desdribed on Exhibit A in order to perform such work. The Owners shall bear the cost of all work performed. 7.. The Owners shall indemnity, defend and'hold harmless the City of Edmonds, its officersi officials, employees and agents from any and all claims demands, suits, penalties. losses. damages, judgments, attorneys' :fees and/orcosts of any kind whatsoever, arising Out of or in any way resulting- fjpm the approval of the 'LID BMP, the. installation and presence of the LID BMP, and the acts or dthis§ions of the Owners, their offiedrs, employees, contractors, and agents relating to the construction, operation and mai nterianice-of the BMPs on the.propq�ty. qxcep� f6i the City's intentional and willful tort-ious acts, and waive and -release the� City of Edmonds from any And all claims 'for damages and ihjunctiv'e-rclief which thebwners ma ..Ythemselves have now or in the, future, by reason oflhe. construetionj maintdriahte and opprAtion of said LID BMPs.- 8. This covenant shall run with the land- and be binding upon the, Declarant(s), As the of thepropprty described on Exhibit A, and on DeClarant's successors And assigns as to such property. Dated:- Javlotw 1-1 DECLARANT(S): �gi4gnature) /7' JAVAetU R. Romuillo' mokmaqw .(Print Name) I (Signature) (Pnnt Name) State of Washington ss. County of Snohomish APPROVED: CITY OF EDMONDS 11��C) rxi .($ik)aure)) \. - .44=4 'Z 11 13a) ,(Print Name) lilu� (Title) �J Onthisda per�onally, appeared before me JAVielit- 0)-- MAVNA y . I F" "0- U i I I ' Declarant(s) I to me known to be the individual, or individuals described in 'dnd who' executW the wiihinandfore'going instrument, and acknowle gq4 atheAs'hhathe signed the,sameas '& - d _thq _ . y - his their free and voluntary act'And deed, fot the uses and purposes therein mentioned. SUBSCRIBEDAND SWORN before ' e this �1242�v%142 da of JVLKUA�� 2.&t5— fn�' _ y ENOTARYPUBUC STAIT20FWASH940TON KELLY A. MITCHELL MyApp0W*=9E)Vrn N BEFk 15,2018 KAA oA- Mtch& (Signat'6� KeL.1,Y A. M ITGH�,: L4, (Name legibly printed or stamped) Notary Public in and for the State of Washington. Residing at:-61VP1yzW- My commission expires EXHIBIT A. LEGAL DESCRIPTION OF PROPERTY LOT 1, MAPLEWOOD LANTZ ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 61 OF PLATS, PAGES 122 AND 123, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. C/o FOOTING YD (12-0) ROOF DRAIN T70 DRAIN TOP 195.1± (Typ-)�� ,Tp3 ,2 (TYP-) INV. 392.83 45'-4"PVC 0 2.67X DRYWELL (S 7) FOOTING DRX N.S ONLY INSTALL p S—D--S-D PER COE j .12 FIG. A-5 8- L.j KEEP FOOTING AND CAP 395.0 TOP 393.0± STORM DRAIN UNES INV. 392.73 DISPERSION TRENCH fl SEPARATE INV. 390.0 — NOTCHED CRADE BOARD I—J7 X 49 LF (3.407 SF. CA.) TOP 395.5± YD (12-0) #2 INV. 393.53 DRIVEWAY Go #I TOP 395.6± TYPE31,,.,± TOP SOT. 393.03 T� �Ej INV. .39-3.62 INV. 393.53 TRENCH TOP 397.3± INV. 394.8 _—DISPERSION APPROMMATE FLOW AREA (PROTECTED AREA SHALL in R E M AIN NATURAL VEGETATION) NEW SFR . ..... :c OVER GARAGE 0 0 CB #3 x 0 00. . t C/o TYPE 1 LLI 0 iL fL V, i TOP 395.5± TOP 3 5.5± INV. 393.24 INV. 393.24 LLJ C/ws TOP 395.5± 4*Pvc 0 0.0ox n WALKWAY 32'-4'PVC C/o INV. 393.53 so SPERSID 4 02 < :2 0 1.88X TOP 396.8± INV. .3 95 —SD —SD ? q 0 C/o NOTCHED,GRADE BOARD 34 LF (2 313 SF. CA.) TOP 395 * 5± TOP 395.5± INV. 393 '24 SO S D—SD SD 93'~4n!�V� 0 I.00X INV. 393.24 BOT. 392 . 74 ROOF DRAIN C/o TOP 398.2± (TYP-) AMENDED SOIL REQUIRED TOP 395.7± INV. 394.33 FOR PROPOSED LANDSCAPIN INV. 393.4 APPLICATION for The City of Edmonds SIDE SEVIFER PERMT EASEMENT No . ............................ NEW CONSTRUCTION REPAIRS 0 OWNER.... C., ........ ................ r7 . .................................. CONTRACTOR ... ...... .. El� .................. PERMIT No.. t-.4- ADDRESS -&-el 1/�-Al .... . ...... ))LEGAL DESCRIPTION: LOT No. ...... %t�i �- .. ..... BLOCK No . ............................................. NAME OF ADDITION ....... Az� ...... ........ j��.Jd ... .......... P.A.1.4 .. E .................................. U. ICA Lu A 0 � I - 0 Approved: DATE..;77A.2772�- .......... APPROVED KAR 2 03 1970 Z' ...... ... .... . .... ...... 4 ....... .... ....... ...... ...... CITY OF EDMONDS CIVIC CENTER — WATER -SEWER DEPARTMENT Call PROSP-t 6-1107 when work is ready for inspection. (No Inspec. SIDESEWER PERMIT 11— F-t-ld&Y. Sunday or holidays.) N? 3622 ADDRESS ----------------_--- ----- 2.0-62.1 --- Maplewoo_d --- 1).riv .e ................................... ........... .............................................................. OWNER .................... 10 i��' ............................................ CONTRACTOR ........ Permission is granted ............ MarC11. .26 ............ 19.10- for ------------------------ daYs to REPAIR or CONNECT a id S with City Sewers in accordance with application file 8 e ewer on . and governing ordinances. ATTENT�ON IS CALLED TO THE FOLLOWING: NOTE No. I —The owners of the Property may obtain a Permit to construct sewer Inside property line. A licensed Side Sewer Contractor must be employed to construct side sewer In street area. Do not cover any portion of sewer before It has been inspected. NOTE No. 2—Obtain full information regarding Ordinance 11.16.030 and Regulations governing side sewers when You get permit. NOTE No. 3—Top of side sewer must have at least 30 inches coverage at property line and 12 Inches Inside proper y line; minimum gr e of 2%. No bends in grade sharper than % will be permitted. t ad NOTE No. 4—Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for failure due to Improper work which may develop within one Year of completion. NOTE; No. 5�—It Is unlawful to alter or do any other work than Is Provided for In the permit, or to do any work on the main sewer tenances except to insert the pipe Into the wye. or Its appur- 41 N, 4zz�,, , � % 0, N" BY PLANNING 4- f STREET , fflh7 AJ ,AN:" I Site Map I Garage is 24'x24' Proposed location for the new garage. Drawing shows existing home and driveway and property set backs. Existing home on city sewer and water. NO WELL 9 1 4. ,4Ae11V,,6X1,S R&IIVAIJ . *,C. 'D A 4 IA1116 I" ", exoj /" A) aj Z —0 z 0 W a. C> co (M -j * C4 0 E co '0 Co W .2 0 W9 514110;F (D 9 r- Ln RECEIVED M" DEVELOPMENT SERVICES CTR. CITY OF EDMONDS PLANNING DATA NAME: SITE ADDRESS: ZONING: PLANCHK#: PROJECT DESCRIPTION: UVLA�WV z:�,- CORNER LOT- A) 0 -(Yes/No) FLAG LOT NO ' —(Yes/No) SETBACKS: Required Setbacks: 65aoAo Front: 7-5" Left SIde.:-1 (D Right Side: 10 Rear: Actual Setbacks: Front:—%W. Left Side: Right Side: Rear: Street map checked for additional setback required? AIIA _(Yes/No) I LEGALNO NCONFORMING LAND USE DETERMINATION ISSUED (Y/N): LOT COVERAGE: Maximum Allowed:- —Actual: BUILDING HEIGHT: I . 1, Maximum Allowed:' Actual Height: - Datum Point: WW Datum Elevation:—% A.D.U. CREATED?: NO — SUBDIVISION:— � LA CRITICAL AREAS #: T� �q SEPA DETERMINATION: �) LOT AREA: 13 316-5 42 V!f RECEIVED APR 1 2 1999 City of Edmonds DEVELOPMENT SERVICES CR'ITICAL 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 Edmonds prior 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 his/her representative, must fill out the checklist, sip 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 4-- copy of this fonn 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 assist staff in completing their preliminary assessment of the site I have completed the attached Cntical Areas Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner/Applicant: C, WX ��!- P— Lk I Name Zo6z' Dr. Street Address 5�"J 04-5 Ofi c�s*o Z 6 city State Zip (qz5-) Telephone Signature 41i,3111 Date Applicant Representative: Name Street Address City . State zip Telephone Signature Date c:recepfion\jana\cac1.doc (over) CA FILE NO. —ALC— Critical Areas Checklist _S_iWfn_fo_r m__a_fi_o_n_(_s_oi I _s/_to_p_o_g_raphy/hydro I o gy/ve get at ion) I Site Address/Location: zocz k 01o'.1p le G,."Ocj, 1). Property Tax Account Number: 3. Approximate Site Size (acres or square feet): 4. Is this site currently devieloped? yes; _ no. If yes; how is site developed? p - tA 5. Describe the general site topography. Check all that apply. X Flat: less than 5-feet elevation change over entire site. Z 7 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 I 0-feet over a horizontal distance of 3' ) to 66-feet). Steep: grades of greater than 3 0% present on site (a vertical rise of I 0-feet over a horizontal distance of less than 3 )3-feet). Other (please describe): Site contains areas of year-round standing water: ji 0 Approx. Depth: Site contains areas of seasonal standing water: Aj 0 ;Approx. Depth: What season(s) of the'year? 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 surface? Flows are year- round? Flows are seasonal? - (What time of year? 10. Site is primarily: forested meadow :shrubs A* mixed urban landscaped (lawn,shrubs etc) X 11. Obvious wetland is present on site: ----- ---------------- 7 --------- ---------------------- For City Staff Use Only ----- ------------- — ---------------------------- Site. is.Zoned*�.*:�-.�.. 12- 2..::'. ...S.CS'mapped so.i1jypp(s).? t�- Wetland. inventorv.or.C.A.� map indicates wetland.preserit. on site?.—.. Criticai Areas. inventory or�C-.A. map. indicates.tritical Area o.n.site?. - 5.: Site 1. i�ithin�design*aied ear*tfi subsidence lands I ide.hazard:area? tive" Sitt.desigft.ated on: the. tnvironrne�ial K S'ehsi. kre.as, Map., 15 DETERMIM,MQN.. STUDY REQUIRED CONDITIONALVAIVER :WAIVER' Aevie.Wed b A /T 919 T y PI'Jner Date AC2_chk.doc; Rev 10/03i97 'CA F ILE NO. Criffical Areas Che dMist Site Information (sd*ds/topography/hydrology/vegetation) 1. Site Address/Location: 20621 MAPLEWOOD DRIVE.' Property Tax Account Number. 2 5067-000-022-0003 I Approximate Site Size (acres or square feet): 87,17i SQUARE FEET 4. Is this site currently developed? --__yes;, X no. If yes; how is site 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site.' X Rolling: slopes on site generally less than 15% (a vertical rim-eliof �d over a horizontal distance of 66-fect). 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 eft (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please, describe): 6. Site contain areas of year-round standing water: NO Approx. Depth: 7. Site contains areas of seasonal standing water: NO ;Approx. Depth: What season(s) of the yeal S. Site is in the f100dway NO floodplain NO of a water course. 9. Site contains a crock or an area where water flows across the grounds surfacd7 Flows are year- round? NO Flows are seasona17 _ (What time of. year? 10. Site is primarily: forested meadow _; shrubs mixed x urban landscaped Qawnshrubs etc) 11. Obvious wetland is present on site: NO -40�1 R"0~4 1.F 1"he Critical ' Areas and' b su mit it to the Cily..� jbeCity:will this form,is. to.be filK maim a precursmy Site preparing a Development Permit visiti; and- nuke ardetermination of the APPlicatign,for the Cily.of Edmonds pripr. subsequent-stePs necessary to complete a tohisther"subinittal,bf'a-d6vi44ine*n't.. .4evelopmentpernfitapplication. permit to the City. -M ed' of this form,-th6 The purpose of the Checkft is to kAJ ..COW 406"i should'also submit a vicinity map City staff to determine whether any.,t-.1 or plot plan 7-- lnc�h�ofs �0 potential CriticalAreas we or may be with enough detail that City staff can find present on the subject.property. lbe. and - i4enfify the Subject parcd(s);. In information needed to compiete the addition, Me applicant shA Indude ChecHist should be easily available fiom other Pertinent Infonnation (e.?, site observations of the site or data available 91 plant topography =qN eft.) or studies in City EWl (Critical Areas inventories, maps, C04junction with Mis Che&ft to assist or soil surveys). staff in completing their preninhwry assessment of the site — An applicant, or his/her representative, must fin out the checidist, sign and date it, I have completed thez=ched Critical Area Checklist and allW that the answers prpyided are fiwtual, to the best of my Imowledge (fin out the approp&tecojumn below). Owner I Applicant- Representafilve: CHARLES LANTZ ESTATE Nam C/O HADLEY J. 'NICHOLSON 1619�— 188TH STREET NE Strad Address ROSEMARY LOWMAN, KEGEL & ASSOCIATES, IN Name 9800 EVERGREEN WAY Strad Address ARLINGTON WA 98223 (360)652-1981 EVERETT WA 98204 (206)353-1119 City, State, UP Phone My, State, 71P Phone signatum 9 S Date Signature Date .9 EDMONDS CITY COUNCIL APPROVED MINUTES . STREET FILE - March-23, 1993 THESE MINUTES WERE APPROVED BY THE CITY COUNCIL ON APRIL 6, 1993 The work meeting. of the Edmonds City Council was called to order at 7:00 p.m. by Mayor Laura Hal.1 at the Library Plaza Room, 650 Main St., Edmonds. All present joined in the flag salute. PRESENT STAFF Laura Hall, Mayor Paul Mar, Community Srv. Dir Dave Earling, Council President Art Housler, Admin. Srv. Dir. Steve Dwyer, Councilmember* Rob Chave, Planning Manager Michael Hall, Councilmember Bob Alberts, City Engineer ,William Kasper, Councilmember Brent Hunter, Personnel Manager John Nordquist, Councilmember Arvilla Ohlde, Parks & Rec. Mgr. Jeff Palmer, Councilmember Rhonda'March, City Clerk Tom Petruzzi, Councilmember Scott Snyder, City Attorney Sara Belz, Student Representative Barb Mehlert,.Recorder Before approval of the Consent Agenda, Councilmember Palmer noted an item was unintentionally omitted from the Consent Agenda. COUNCILMEMBER PALMER MOVED, SECONDED BY COUNCILMEMBER PETRUZZI, TO SET THE DATE OF APRIL 6, 1993 FOR RECONSIDERATION AND ADOPTION OF FINDINGS OF FACT AND CONCLU- SIONS OF LAW ON APPEAL OF HEARING EXAMINER'S DECISION ON A CONDITIONAL USE PERMIT FOR GRADING AT 1110 DALEY PLACE (FILE NOS. AP-93-2 & CU-92-178) Under discussion, City Attorney Scott Snyder noted the item will be posted as a "Council Delibera- ti'on". MOTION CARRIED with Council President Earling abstaining as he did not participate in the subject hearing. Councilmember Dwyer arrived at 7:02 p.m. CONSENT AGENDA Item (B) was removed from t he Consent Agenda. COUNCIL PRESIDENT EARLING MOVED, SECONDED BY COUN- CILMEMBER NORDQUIST, TO APPROVE THE BALANCE OF THE CONSENT AGENDA. MOTION CARRIED. The approved items are as follows: (A) ROLL CALL IC k45 (C) APPROVAL OF CLAIMS WARRANTS FOR WEEK OF MARCH 15, 1993 (D) AUTHORIZATION FOR MAYOR TO SIGN TRANSPORTATION DEMAND MANAGEMENT AGREEMENT WITH SNOHOMISH COUNTY (E) RESOLUTION 765-OF COMMENDATION FOR RETIRING FIRE CAPTAIN EARL BARNARD (F) RESOLUTION 766 ESTABLISHING PROCUREMENT POLICY (G) ACCEPTANCE OF QUIT CLAIM DEED FOR ADDITIONAL RIGHT-OF-WAY FROPk CHARLES AND BETTY LANTZ FOR 207TH PL. S.W. e :2 0 (0,_2 / ma� /011L� ) - (H) ACCEP TANCE OF QUIT CLAIM DEED FOR ADDITIONAL RIGHT-OF-WAY FROM DAVID DENIKE AT 8504 218TH ST. S.W. (1) 'RESOLUTION 767 SETTING HEARING DATE OF APRIL 20 FOR LID 213 FINAL ASSESSMENT HEARING (J) REPORT ON QUOTES TO REPLACE BACK STOP AT CITY PARK AND AUTHORIZATION FOR PURCHASE AND INSTALLATION FROM ECONOMY FENCE ($2,643.42) 0� (K) AUTHORIZATION TO VACATE WEST 10 FEET OF CITY.RIGHT-OF AY TO*JEAN RIGGLE AT 15714 - 75TH PL. bk, W * AND HARRISON JEWELL AT 15706 - 75TH PL. W APPROVAL OF MINUTES OF MARCH 16, 1993 (Item (B) on the Consent Agenda COUNCILMEMBER PALMER MOVED, SECONDED BY COUNCILMEMBER PETRUZZI, FOR APPROVAL OF THE MARCH 16, 1993 COUNCIL MINUTES WITH THE CORRECTIONS NOTED IN A MEMO FROM THE COUNCIL ASSISTANT. MOTION CARRIED. Mayor Hall said she would like the Council to reconsider their prior action of designati.ng sta- tion wagons for staff use instead of the sedans they requested. Mayor Hall said Staff has ascer- tained that the sedans more fit their needs, and the station wagons cost. between .$800 and $1,000 more per vehicle. CA FILE NO. r4q-Cl 9 Critical Areas Checklist ------- ------------------------------------------------------ Site Information (soil s/topoaraphy/hydrolocy/vegetation) I . Site Address/Location- zocz� 0,,� 0,1P 19- Dc. 2. Property Tax Account Number: —000 — oo/ — 0o19- 3. Approximate Site Size (acres or square feet): 115 4 00C) sq, f 4. Is this site currently developed? yes; _ no. If yes; how is site developed?— p - '64 154Z_ 5. Describe the aeneral site topography. Check all that apply. X Flat: less than 5-feet elevation change over entire site. R 7 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 3 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 verti cal rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): Site contains areas of year-round standing water: jj 0 Approx. Depth: Site contains areas of seasonal standing water: ;Approx. Depth: What season(s) of the'year? 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 surface? Flows are year- round? Flows are seasonal? . - (What time of year? 10. Site is primarily: forested ; meadow :shrubs A* mixed urban landscaped (lawn,shrubs etc) X 11. Obvious wetland is present on site: AC2 _chk.doc; Rev 10103/97 RECEIVED APR 1999 City of Edmonds DEVELOPMENT SERVICES T-I.M.W.1— 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 Edmonds prior 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 his/her representative, must fill out the checklist, sip 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 infor mation (e.g., site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner/Applicant: Lk I Name -Zo6zl Dr. Street Address 5�'n( rpi p v) d-5 [Jfi -ro Z 6 city State Zip Telephone Signature Date Applicant Representative: MITI - Street Address city State Zip Telephone Signature Date cn-eception\janakad.doc (over) It, -, . 1 B(;z April`19,1999 Janette Ronquillo 20621 Maplewood Drive Edmonds, WA 98026 CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 DEVELOPMENT SERVICES DEPARTMENT Planning - Building - Engineering Subject: Determination regarding Critical Areas Checklist # 99-99 BARBARA FAHEY MAYOR Dear Applicant: Enclosed please find a copy of the Critical Areas Checklist you submitted. 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 Checklist "DETERMINATION" for your records. .......... :. 1 — . � I . I I - � - ..'' - I I I � � I I . - 111. 1 - .1. , I - � - - 1 .1.1 1. 1.. 1 ........ ::::::IMPORTANrINFORMATION TO BE NOTED., ........... ............ ............................................... ......... PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIS 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. Enc: Critical Areas Determination * Architectural Design Board Thank you. Sharla Graham Planning Secretary C:Reception\Jana\CRLTR.doc Incorporated August 11, 1890 Sister City - Hekinan, Japan 2702 Colby Avenue P.O. Box 51 * Everett WA 98206 Order No LD-2 0 customer No. Plat \ ck r-N A - Ls I Ls vvlt�;Zwiiiirge, for j�6ur information. It is not intendtd to show all matters related to the property including. but not limited to: area, dimensions, easements, encroachments or location of boundaries. It is not a part of, nor does it modify, the commitment or policy to which it is attached. The Company assume's hQ LLALBTLrN for any matter related to this sketch. Reference should be made to an accumte survey for further information. Volume Page \ 2-2, I ter Section Township Range Quarter/Quar Lot (s) Portion of Lot (s) Block Lot size commencing on the North line M 99TW V 40AW a *WWW W - PIATI 0 $rrrW V 0 0 0 WAM UAU S-44-78 T LOf L I QD— �--- SAW — — — — — — — — 0 L — — � �_ K GqM41 W MMMU tet & WArm W.79 3MLW rM I I 409r MIS 1W VWAM 15 -1� — — T — — — MWAIC W bNaART AWN LAIC"M RM AM 4 6 L I I 39P 1 < PERMIT EXPIRES `4b USE PERMIT CITY OF EDMONDS ZONE NUMBER CONSTRUCTION PERMIT APPLICATION JOB SUITE/APT# ADDRESS OWNER NAME/NAMq OF BUSINESS + 01 LEGAL DESCRIPTION CHECK SUBDIVISION NO. LID NO. W MAILING ADDRESS k z 0 Ij PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCP Appmed B- CITY ZIP TELEPHONE Rw Permit Require4V� 0 EXISTING REQUIRED DEDICATION Street Use Permit Reqh/&O, 010 -/5 C" 56 2 6 Inspection Required PROPOSED Sidewalk Requi,edi'm 0 NAME METER SIZE LINE SIZE NO. OF FIXT7q PRV REQUIRED YES 0 NO 0 —Z w LU 1,- ADDRESS REMARKS z z- CITY ZIP TELEPHO��_--,,... NAME ENG 0 DATED REVIEWED BY IN ING MEM cc ADDRESS "27 0 L) FIRE MEMO DATED REVIEWED BY LAU Cc '- CITY LL z ZIP TELEPHONE 0 EXPIRATION DATE CHECKE� BY AVC� OR CU ADB# SH1,REPNE # STATE LICENSE NUMBER SEPA REVIEW SIqN A14EA �HEIGHT COMPLETE EXEM ALLOWP-blf(P POSED ALLOWED PROPOSVO LEGAL DESCRIPTIO A IV z N OF PROPERTY - INCLUDE ALL EASEMENTS XP E P440 LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.) U) ALLQWED, PROP FRONT SIDE REAR FRONT URSIDE REAR W § 051ff-, .7' z PROPERTY TAX ACCOUNT PARCEL NO. ui 9's C 0 Z. LOT AREA PL ING RtI'E,7 13Y IT' E _j J _24 RESIDENTIAL A,� Ea NEW PLUMBING MECH V die n ADDITION COMMERCIAL ED Ej COMPLIANCE OR CHANGE OF USE REM$R_E�� APARTMENT SIGN REPAIR GRADING FENCE CYDS X FT) CHECKED BY "FCONSTRUCTION CODE OCCUPANT DEMOLISH TANK OTHER IT GROUP SPECIAL INSPECT( AREA OCCUPANT Z ;&-GARAGE RETAINING WALL RENEWAL REQUIRED 0 YFS LOAD CARPORT ROCKERY 0 P (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN. CL REMARKS x t V) e— PROG z G RESS INSPECTIONS PER UBC 108 w NUMBER NUMBER OF CRITICAL M ING AREAS M a OF DWELL 0 STi TUNITS NUM6ER DESCRIBE WORK TO BE DONE 6 FINAL INSPECTION REQUIRED VALUATION FEE PLAN CHECK FEE HEAT §OURCE GLAZING % LOT SLOPE % BUILDING PLAN CHEMNO: !VESTED DATE PLUMBING MECHANICAL THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC GRADING/FILL :3 DOMAIN (CURBS,SIDEWALKS, DRIVEWAYS, MARQUEES,ETC.) WILL REQUIRE I'_ SEPARATE PERMISSION. M STATE SURCHARGE PERMIT APPLICATION: 180DAYS PERMIT LIMIT: I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS STORM DRAINAGE FEES "APPLICANT. ON BEHALF OF HIS OR HER SPOUSE, HEIRS. ASSIGNS AND SUCCESORS ENG. INSPECTION FEE W _j IN INTEREST. AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF a: EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE 4 0 DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE PLAN CHECK DEPOSIT 04 I'm I NOR LIMIT IN ANY WAY THE CITY'S ABILITYTO ENFORCE ANYORDINANCE PROVISION." I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION TOTAL AMOUNT DUE 4333 GIVEN IS CORRECT.'AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC; TION� AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED CALL This application is not a permit until signed by the IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION Building Official or his/her Deputy: and Fees are paid. and WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. receipt is acknowledged in space provided. OF7),FF CIALS SIPNATURE SK1NATURE (OWNER.Q�-AG ENT)")_ DATE S17ED (425) DATE '7 771-0220 RELEASED BY DATE ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL ML- !IvOrlz�l 1 1%J1'J FlMO DI=r_IN IVIML)r- MINU tA1Il`ILJVtAL UN A GERTiFi- ORIGINAL - FILE YEL . LOW - INSPECTOR CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK - OWNER COLD - ASSESSOR I En V) EX. CAE ED 1-1/2" BRASS DISC WI "X" . . ........ . ..... . .. ... ...... .. . ............ ...... ........ ..... ... ...... ......... ...... ................... . . . . . . . . . . . . . . . . . . . . . .... ..... ....... .... . .. ................ ........... .. xxx . . ........ .... MAIL BOXES----, (x4) NX MH RQM=398.83 IW-387.98 ... ... ....... ELILT83M98#170 - ASPHALT - SIDEWALK I LO 0 U) En EX. CASED 1-1/2" BF DISC WITH EXISTING ASPHALT PAVEMENT PROPOSED ASPHALT PAVING ENQINEERZSURVEYOR LOVELL- SAUERLAND & ASSOCIATES, INC. 19217 36th AVE. W., SUITE 106 LYNNWOOD, WASHINGTON 98036 CONTACT. JEFFREY TREIBER PHONE: (425) 775-1591 BUILDING DESIGNER DANIEL G. WELLER BUILDING DESIGNER SHORELINE, WA 98155 PHONE: (206) E351-1182 PROPERTY ADDRESS 20621 MAPLEWOOD DRIVE EDMONDS, WA 98026 PARCEL NUMBER 00856000000100 PROPERTY AREA 18,301 SQUARE FEET OR 0.42 ACRES ZONING RS-12 4 PROPOSED CONCRETE PAVING IRA PROJECT CLASSIFICATIONS SOIL DATA: GROUP B. ALIDERWOOD-URBAN LAND COMPLEX 2-8% SLOPES PROJECT TYPE: CATEGORY 2 SMALL SITE PROJECT WATERSHED BASIN: NORTHSTREAM CREEK OWNERZAPPLICANT RONSCOTT CONSTRUCTION INC. 761 DALEY STREET EDMONDS, WA 98020 CONTACT. SCOTT SCHRIEBER PHONE: (425) 673-01653 UTILITY CONFLICT NOTE THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT ENGINEER IMMEDIATELY. LINE TYPE AREA (SQUARE FEET) 1. NON -REGULATED 0 EXEMPT REGULATED 2. REPLACED 0 0 2. NEW (POST 1977) 5,720 3. TOTAL REGULATED IMPERVIOUS AREA 5-790 -4. TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S) 0 5. REGULATED AREA NOT YET MITIGATED 5,720 6. AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES 5,720 7. AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES, 0 TELEPHONE FRONTIER ELECTRICITY SECTION 19, T.27N.,' R.4E., W.M. GENERAL NOTES 1. AL MATERIALS AND WORK SHOWN ON THESE PLkNS SHALL CONFORM TO THE CITY OF 17. ALL ROOF DRAINS, PERIMETER FOUNDA11ON EDVIONDS STANDARD PLANS AND DETAILS, THE DRAINS, CATCH BASINS AND OTHER EXTERNAL FO-LOWING SPECIFICATIONS AND CODES, AND DRAINS SHALL BE MITIGATED ONSITE, UNLESS AL_ OTHER APPLICABLE LOCAL MUNICIPAL, OTHERWISE NOTED. STNTE, AND FEDERAL CODES, RULES AND RE,'ULATIONS: 18. ALL FOOTING DRAINS SERVING BUILDINGS, CURRENT INTERNATIONAL BUILDING CODE WALLS, ROCKERIES, ETC. SHALL CONNECT TO (IM) AN ONSITE DRYWELL, LOCATED PER PLAN. 2014 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND 19. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL TRUCTION REQUIRED FOR INSTALLATION OF ALL - WASHINGTON STATE DEPARTMENT OF SITE IMPROVEMENTS INDICATED ON THESE ECDLOGY STORMWATER MANAGEMENT MANUAL DRAWINGS. E PUGET SOUND BASIN CURRENT EDTION) 20. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED 2. STANDARD PLAN AND TYPE NUMBERS TO THE EQUIVALENT OF THEIR INCICATED ON THESE DRAWINGS REFER TO CITY PRECONSTRUCTION CONDITION IN ACCORDANCE OF EDMONDS STANDARD DETAILS, UNLESS WITH APPROPRIATE REQUIREMENTS AND NOTED OTHERWISE. STANDARDS. 3. A COPY OF THESE APPROVED PLANS MUST BE 21. ALL DISTURBED SOIL AREAS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS COMPOST AMENDED AND SEEDED OR IN PROGRESS. STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION 4. DEAATIONS FROM THESE PLANS MUST BE AFTER THE COMPLETION OF CONSTRUCTION. APPROVED BY THE ENGINEER OF RECORD AND SEE EROSION CONTROL PLANS FOR SPECIFIC THE LOCAL GOVERNING AUTHORITY. GRADING AND EROSION CONTROL REQUIREMENTS. 5. COqTRACTOR SHALL RECORD ALL APPROVED DEAATIONS FROM THESE PLANS ON A SET OF 22. THE CONTRACTOR SHALL KEEP OFF -SITE "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE STREETS CLEAN AT ALL 11MES BY SWEEPING. ALL AS -BUILT COND11IONS ON ONE SET OF WASHING OF THESE STREETS WILL NOT BE REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO ALLOWED WITHOUT PRIOR APPROVAL. THE OWNER PRIOR TO PROJECT COMPLETION AN) ACCEPTANCE. A SET OF AS -BUILT 23. SLOPE OF FINISHED GRADE SHALL BE DRAWINGS SHALL BE SUBMITTED TO THE CITY CONSTANT BETWEEN FINISHED CONTOURS OR OF EDMONDS PRIOR TO FINAL APPROVAL OF SPOT ELEVATIONS SHOWN. THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY MINIMUM DISTANCE OF 10 FEET. FOR BENCHMARK INFORMATION. 25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND 7. THE LOCATIONS OF EXISTING U11LITIES AND SITE SHALL INSTALL AND MAINTAIN SHORING AND FEATURES SHOWN HEREON HAVE BEEN BRACING AS NECESSARY TO PROTECT FURNISHED BY OTHERS BY FIELD SURVEY OR WORKERS, EXISTING BUILDINGS, STREETS, OBTAINED FROM AVAILABLE RECORDS AND WALKWAYS, UTILITIES AND OTHER EXISTING AND SHOULD THEREFORE BE CONSIDERED PROPOSED IMPROVEMENTS AND EXCAVATIONS APPROXIMATE ONLY AND NOT NECESSARILY AGAINST LOSS OF GROUND OR CAVING COMPLETE. IT IS THE SOLE RESPONSIBILITY OF EMBANKMENTS. CONTRACTOR SHALL ALSO BE THE CONTRACTOR TO INDEPENDENTLY VERIFY RESPONSIBLE FOR REMOVAL OF SHORING AND THE ACCURACY OF ALL UTILITY LOCATIONS BRACING, AS REQUIRED. SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN 26. CONTRACTOR SHALL OBTAIN APPROVAL FROM HEREON WHICH MAY BE AFFECTED BY THE THE CITY AND FOLLOW CITY PROCEDURES FOR IMPLEMENTATION OF THIS PLAN. CONTRACTOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE SHUTOFFS, STREET CLOSURES OR OTHER AND CONDITION OF EXISTING UTILITY LINES AT ACCESS RESTRICTIONS. CONTRACTOR SHALL CONNECTION OR CROSSING POINTS BEFORE NOT RELOCATE OR ELIMINATE ANY HYDRANTS TRENCHING FOR NEW UTILITIES. ENGINEER WITHOUT FIRST OBTAINING WRITTEN APPROVAL ASSUMES NO RESPONSIBILITY FOR THE FROM THE FIRE MARSHAL. COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON 27. COORDINATE AND ARRANGE FOR ALL UTILITY THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED CONNECTIONS, UTILITY RELOCATIONS AND/OR IMMEDIATELY OF CONFLICTS THAT ARISE. SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE UTILITIES DURING CONSTRUCTION AND SHALL MADE ONLY WITH ADVANCE WRITTEN APPROVAL CONTACT THE UNDERGROUND UTILITIES OF THE AUTHORITIES GOVERNING SAID UTILITIES. LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 28. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS BE REPAIRED, AT CONTRACTOR'S EXPENSE AND AND DIMENSIONS AT THE PROJECT SITE BEFORE INSPECTED AND ACCEPTED BY CITY OF STARTING WORK AND SHALL NOTIFY OWNER'S EDMONDS AND OWNER'S REPRESENTATIVE PRIOR REPRESENTATIVE OF ANY DISCREPANCIES. TO BACKFILLING. 10. PIPE LENGTHS WHERE SHOWN ARE 29. NEW UTILITY LOCATIONS ARE GENERALLY APPROXIMATE AND MAY CHANGE DUE TO FIELD SHOWN BY DIMENSION, WHERE NO DIMENSIONS CONDITIONS. ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL 11. CONTRACTOR SHALL OBTAIN A COPY OF THE BE APPROVED BY OWNER'S REPRESENTATIVE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND CITY. AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK 30. WHERE NEW PIPE CLEARS AN EXISTING OR NEW SHALL BE PERFORMED IN STRICT COMPLIANCE UTILITY BY 6" OR LESS, PLACE POLYETHYLENE WITH THE RECOMMENDATIONS OF THIS REPORT. PLAS11C FOAM AS A CUSHION BETWEEN THE UTILITIES. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDA11ONS OF 31. SEE MECHANICAL DRAWINGS (WHERE THE PROJECT GEOTECHNICAL REPORT. APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 13. MANHOLES, CATCH BASINS, U11LITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO 32. SEE ELECTRICAL DRAWINGS (WHERE VERY DENSE NATIVE SOIL OR COMPACTED APPLICABLE) FOR EXTERIOR STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, ELECTRICAL WORK. LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE 33. SEE LANDSCAPE DRAWINGS (WHERE AND REPLACE NTH COMPACTED STRUCTURAL APPLICABLE) FOR SITE FILL PER GEOTECHNICAL REPORT. IRRIGATION SYSTEM. 14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, 34. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN LANDSCAPED AREAS AND OTHER PROPOSED OR THE CITY ROW SHALL BE COMPACTED TO 95X COMPACTION TEST REPORTS SHALL BE EXISTING SITE FEATURES. PROVIDED TO THE CITY PRIOR TO PAVING. 15. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER 35. PIPE MATERIAL AND SIGNAGE SUBMITTALS FOUNDA11ON DRAINS. FOUNDATION DRAINS SHALL BE PROVIDED TO CITY ENGINEERING SHALL BE INDEPENDENT OF OTHER SITE DRAIN DIVISION FOR APPROVAL PRIOR TO LINES AND SHALL BE TIGHTLINED TO THE INSTALLATION. STORM DRAIN SYSTEM. 16. ALL REQUIRED STORMWATER FACILITIES MUST 36. FIELD STAKE ALL UTILITY STUBS AT THE BE CONSTRUCTED AND IN OPERATION PRIOR TO PROPERTY LINE. INSTA�LLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 37. ALL U11LITIES SHALL BE PLACED UNDERGROUND. GAS SERVICE PUGET SOUND ENERGY STORMWATER CITY OF EDMONDS FIRE PROTECTION CITY OF EDMONDS FIRE DISTRICT I SANITARY SEWER SERVICE WATER SERVICE CITY OF EDMONDS CITY OF EDMONDS P.U.D. NO. 1 OF SNOHOMISH COUNTY POLICE PROTECTION NOTES 1. NO WETLANDS, STEEP SLOPES OR OTHER ECAs ARE LOCATED WITHIN OR ADJACENT TO THE PROJECT SITE. 2. MAINTENANCE OF STORMWATER FACILITIES WILL BE BORNE BY THE OWNER OF THE PROPERTY. 3. THE LOCATION OF EXISTING STRUCTURES ON ADJACENT PROPERTIES ARE APPROXIMATE. 4. SETBACKS SHOWN ARE FOR REFERENCE ONLY AND VEST NO RIGHT. 5. 6. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. A ROW PERMIT APPLICATION NTH CONTRACTOR'S SIGNATURE SHALL BE PROVIDED TO THE CITY. 7. SEPARATE DEMOLITION PERMITS ARE REQUIRED FOR THE DEMOLITION OF STRUCTURES. 8. THE CONTRACTOR SHALL BE RESPONSIBLE TO RE -STRIPE THE FOG LINE AND CENTERLINE, AS REQUIRED, PRIOR TO PROJECT COMPLETION. VICINITY MAP NOT TO SCALE A"ESCRIP LOT 1, MAPLEWOOD LANTZ ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 61 OF PLATS, PAGES 122 AND 123, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. BENCH -MARK CATCH BASIN #8 ACCORDING TO THE AS -BUILT PLAN OF SKOGERSON LANE ELEVATION: 396.354 DATUM: CITY OF EDMONDS (M.L.L.W.) TBM#1: MAG NAIL SET FLUSH WITH ASPHALT WALKWAY, AS SHOWN HEREON ELEVATION: 398.79 UTILITY NQTES 1. REQUIRED SEPARATION OF UTILITIES SHALL BE MET PER CITY OF EDMONDS AND INDUSTRY STANDARDS. CONSTRUCTION NOTES: 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM THE CITY OF EDMONDS STANDARD. CONSTRUCTION SHALL CONFORM TO THE LATEST CITY STANDARDS AND SPECIFICATIONS.. 2. CITY OF EDMONDS DOES NOT ISSUE PERMITS FOR ROCKERIES. ROCKERIES CAN BE CONSTRUCTED, BUT MUST BE DONE SO IN COMPLIANCE WITH THE PROHIBITIONS STATED IN THE CODE.. CONS N-SEQUENCE 1. S TI At5�r77A1 -Vj2\OC Opi 3U2V %O'EOEA yNgk448THH R V"4 N &N I AR', eDN 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 3. CALL FOR UTILITY LOCATIONS. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WH I ILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTA11ON CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 6. DEMOLISH EXISTING STRUCTURES. 7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 8. CLEAR, GRUB &,ROUGH GRADE REMAINDER OF SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADD11IONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSEDAREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW). 9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BE CITY INSPECTOR. OPP% STHEET F1 CIVIL SHEET INDEX C1 COVER SHEET AND SITE PLAN RESUB C2 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) C3 DRAINAGE AND SITE DEVELOPMENT PLAN NOV 17 2015 C4 WATER, SEWER AND U11LITY PLAN BUILDING DEPARUMENT CrrY OF EDIMONDS CITY SUBDIVISION FILE #: f Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center 0D,MT,ND,0R,WA) APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY. CITY EN61�EEOING DIVISIk 19217 36th Avenue W. Suite 106 Lynnwood, WA 98036 phone: (425)775-1591 e-mail: info@Isaengineering.com web: Isaengineering.com LO In 0 Uj W Y_ _11C I- Ld V) z 0 fn z V) Ld z 0 0 Uj Ld LLI U) z 0 Ld Z _j 0 M LL1 0 Qj Q) n Li Z < 0 I- I I Lij Ld V) ry Ld > 0 0 �190_ q/1-1/15 Li ry 0 0 C/) n < cy) Z 3: 0 0 Lli z LL_ :D LLJ 0 Cf) 0 0 0 (10 0 0 0 17 C() SCAM AS SHOWN DRAWN KEM CHECKED JWY SHEET DATE F.B. 06-30-15 C 1 PM 5477 OF4 LSA FILE NO SECTION 19, T.27N., R.4E., W.M. MIN, RADIUS QUARRY SPALLS 2-4' MIN DIA 8'-12' MIN, DEPTH SUFFICIENT AREA TO PROVIDE FULL WIDTH ENTRANCE. ±12' WILL BE PROVIDED FROM EDGE OF EXISTING *THIS SITE DOES NOT CONTAIN IRS, 1�10 ROADWAY. PROVIDE FULL WIDTH OF INGRESS/ 7 EGRESS AREA CONTRACTOR SHALL MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE DURING THE CONSTRUCTION PERIOD. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL MEASURES BEFORE WORK CAN BEGIN. CITY OF EDMONDS REVISIONS STANDARD DETAIL APPROM BY I DATE D. G BERT 10/6/03 STABILIZED CONSTRUCTION ENTRANCE DATE SCAIS NTS DWG 1890-1990 7/24/01 1 1 No' E1.2 4: 4: A 4, FILTER SOCK WITH OVER FLOW HOLES I CATCH BASIN I THIS APPLICATION SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION PERIOD. SEDIMENT SHALL BE REMOVED ON A REGULAR BASIS TO MAINTAIN FILTRATION EFFECTIVENESS. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL MEASURES BEFORE WORK CAN BEGIN. Y.: REVISIONS APPROVED BY I DATE STANDARD DETAIL D. GEBERT 10/06/03 D. GEBERT 05/19/05 TEMPORARY SEDIMENT TRAP FOR CATCH BASINS 1890_19C30 FD. GEBERT 05/05/06 DATE 7/24/01 SCALE NTS DWG NO. E1.3 R. ENGLISH 11/01/13 1 1 0.7' TREE PROTECTION FENCING (TYP.) 8.Z6' EX. SHED EXISTING APSHALT PAVEMENT PLAN NOTES: 1 . EXISTING ASPAHLT DRIVEWAY TO BE USED FOR ACCESS DURING CONSTRUCTION. PENDING WEATHER CONDITIONS, A ROCK CONSTRUCTION ACCESS MAY BE REQUIRED PER DETAIL THIS SHEET. EXISTING DRIVEWAY AND EXTRUDED CURB WILL BE REMOVED AFTER PROPOSED DRIVEWAY HAS BEEN CONSTRUCTED. 2. SEPARATE DEMOLITION PERMITS ARE REQUIRED FOR THE DEMOLITION OF STRUCTURES. 3. ALL AREAS SEPARATED FROM CONSTRUCTION ACTIVITY SHALL REMAIN UNDISTURBED BY THE PROPOSED CONSTRUCTION. 4. GRADING BEYOND PROPERTY LINES ONTO ADJACENT PROPERTIES IS PROHIBITED EXCEPT WHERE PERMITTED BY EASEMENT. EXISTING GROUND SURFACE AT PROPERTY LINES WILL BE MAINTAINED. 5. EXISTING WATER AND SEWER LINES TO BE REUSED. SEE WATER AND SEWER PLAN FOR DETAILS. 6. PROVIDE INLET PROTECTION TO THE TWO EXISTING DOWNSTREAM CATCH BASINS LOCATED JUST NORTH OF THE PROPERTY. 7. PROTECT EXISTING POWER POLE ADJACENT TO THE NORTHWEST CORNER OF THE LOT. 8. INLETS OF THE PERMANENT DRAINAGE SYSTEM SHALL BE PROTECTED FROM SEDIMENT INFLUX BY USE OF FILTER FABRIC, MICROPORE BAGS, OR SIMILAR FILTERING MATERIALS AND METHODS. SEE SHEET C3 FOR PERMANENT DRAINAGE FACILITY LOCATIONS. 9. ALL TREES TO BE RETAINED SHALL BE PROTECTED IN ACCORDANCE WITH THE TREE PROTECTION MEASURES OF ECDC 18.45.05O.H. 10. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING AND WILL ENSURE THAT ALL DEWATERING WATER IS CLEANED AND FREE OF SEDIMENT PRIOR TO DISCHARGE. BMP LEGEND SYMBOL ITEM _X_X_ FILTER FENCE STOCKPILE WITH CLEAR PLASTIC COVER LAND DISTURBING ACTIVITY LIMITS STORM DRAIN INLET V-11 4 INDICATES TREE TO BE PROTECTION A REMOVED 19217 36th Avenue W. Suite 106 Lynnwood, WA 98036 phone: (425)775-1591 e-mail: info@Isaengineering.com web: 1saengineering.com THE CON-STRUCDON SWEEP 12-ELEMENTS THE 12 ELEMENTS THAT ARE PART OF A CONSTRUCTION SWPPP ARE AS FOLLOWS: 1. MARK CLEARING LIMITS: PRIOR TO CLEARING OR DISTURBING THE LIMITS MUST BE MARKED. THIS ELEMENT IS PART OF MOST NORMAL CONSTRUCTION PLANS AS ONE OF THE FIRST STEPS. 2.' ESTABLISH CONSTRUCTION ACCESS: ALL EROSION CONTROL PLANS SHALL INSTALL A STABILIZED CONSTRUCTION ENTRANCE (OR OTHER METHOD OF PREVENTING SEDIMENT TRANSPORT ONTO THE ROADS). IF A STANDARD GRAVEL CONSTRUC11ON ENTRANCE IS PROPOSED, USE GEO-TEXTILE FABRIC UNDER THE ROCK. NOTE: A WHEEL WASH IS REQUIRED FOR PLANS THAT PROPOSE WINTER GRADING. 3. DETAIN FLOWS: BASED ON A DOWNSTREAM ANALYSIS IT MAY BE NECESSAIRY TO DETAIN RUNOFF FROM A SITE UNDER CONSTRUCTION. IT MAY BE NECESSARY TO CONSTRUc,r AND USE A DETEN11ON POND TO CON TROL FLOWS DURING CONSTRUCTION. 4. INSTALL SEDIMENT CONTROLS: IF THERE IS RUNOFF FROM THE CONSTRUCTION SITE, SEDIMENT SHALL BE REMOVED FROM THE WATER. NOTE THAT THE WATER QUALITY STANDARDS MUST BE MET. to LO T T 5. STABILIZE SOILS: ALL EXPOSED AND NON -WORKED SOIL SHALL BE STABILIZED BY USE OF BMP'S. 04 I I NOTE THERE ARE TIME PERIODS OF ALLOWED EXPOSURE THAT DEPEND ON THE SEASON. 11 0) GROUNDCOVER BOTH, TEMPORARY AND PERMANENT NEED TO BE PART OF THE CONSTRUCTION 0 0 PLANS. M :E 6. PROTECT SLOPES: CUT AND FILL SLOPES NEED TO BE PROTECTED FROM EROSIVE FLOWS AND Uj W CONCENTRATED FLOWS UNTIL PERMANENT COVER AND DRAINAGE CONVEYANCE SYSTEMS ARE IN PLACE. 7. PROTECT DRAIN INLETS: ALL STORM DRAIN INLETS REQUIRE PROTECTION FROM SEDIMENT AND SILT LADEN WATER. 8. STABILIZE CHANNELS AND OUTLETS: TEMPORARY AND PERMANENT CONVEYANCE SYSTEMS SHALL BE STABILIZED TO PREVENT EROSION DURING AND AFTER CONSTRUCTION. CULVERT OUTLETS REQUIRE PROTECTION. Uj V) 9. CONTROL POLLUTANTS: THE PLAN SHALL SHOW HOW ALL POLLUTANTS9 INCLUDING WASTE z 0 MATERIALS AND DEMOLITION DEBRIS, WILL BE HANDLED. THIS INCLUDES MAINTENANCE OF 1= - CONSTRUCTION EQUIPMENT, FERTILIZERS, APPLICATION OF CHEMICALS, AND WATER TREATMENT SYSTEMS. C) p F= z 10. CONTROL DE -WATERING: THE WATER FROM DE -WATERING SYSTEMS FOR TRENCHES, VAULTS AND 0 FOUNDATIONS SHALL BE DISCHARGED INTO A CONTROLLED SYSTEM. 0 0 11. MAINTAIN BMPS: THE PLAN SHALL PROVIDE FOR INSPECTION AND MAINTENANCE OF THE PLANNED z AND INSTALLED CONSTRUCTION BMPS AS WELL AS THEIR REMOVAL AT THE END OF THE PROJECT 12. MANAGE THE PROJECT- THE PLAN SHALL OUTLINE HOW THE SITE SHALL BE MANAGED FOR Uj EROSION CONTROL AND IDEN11FY THE MANAGEMENT TEAM, INCLUDING A CERTIFIED EROSION z a z CONTROL SPECIALIST. IT NEEDS TO COVER PHASING, TRAINING, PRE -CONSTRUCTION CONFERENCE, COORDINATION WITH UTILITIES AND CONTRACTORS, MONITORING AND REPORTING. IT SHALL zrn 5-J; 0 PROVIDE FOR NOTICE OF PROBLEMS, REVISIONS DURING CONSTRUCTION AND CONTINGENCY PLANNING. ONE OF THE MOST IMPORTANT ELEMENTS IN THE MANAGEMENT OF THE PROJECT IS PLANNING FOR CONTINGENCIES BASED ON THE RISK OF EXPOSURE DURING PHASES OF THE C� DEVELOPMENT. IT IS ESSENTIAL THAT PLANNING IS ONGOING THROUGHOUT THE LIFE OF THE PROJECT. THE PROJECT CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL) NAME AND TELEPHONE NUMBER ARE ROBERT EDWARDS, (206) 226-5777. In n EROSION AND SEDIMENT CONTROL n BEST MANAGEMENT PRACTICES-113MIDIS) 1. GRADING AND CONSTRUCTION SHALL BE TIMED AND CONDUCTED I EXPOSURE. IN STAGES TO MINIMIZE SOIL V) Qj > 2. THE CONTRACTOR SHALL MINIMIZE OR PREVENT THE TRANSPORT OF SEDIMENT ONTO PAVED SURFACE DURING CONSTRUCTION. IF SEDIMENT IS TRANSPORTED ONTO A PAVED SURFACE IT SHALL B E THE CONTRACTOR'S < RESPONSIBILITY TO CLEAN IT AT THE END OF EACH DAY. 3. I SUFFICIENT TESC 13MO MATERIALS AND SUPPLIES TO PROTECT THE ENTIRE SITE SHALL BE STOCKPILED ON -SITE PRIOR TO ANY SITE ACTIVITY. In I C) 4. THE CONTRACTOR SHALL MAINTAIN AND REPAIR AS NECESSARY ALL TEMPORARY AND PERMANENT ;7 EROSION AND SEDIMENT. CONTROL BMP'S TO ASSURE THEIR CON11NUED PERFORMANCE. 0 5. MAINTENANCE AND REPAIR OF TESC FACILITIES AND STRUCTURES SHALL BE CONDUCTED IMMEDIATELY UPON RECOGN111ON OF A PROBLEM OR WHEN THE TESC MEASURES BECOME DAMAGED. 77 6. SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL TEMPORARY DRAINAGE FACILITIES AND bi P STRUCTURES UPON REACHING A DEPTH OF 6 INCHES. > 7. SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS. WHEN ACTIVELY WORKING WITH THE SOIL STOCKPILE, STABILIZATION SHALL OCCUR AT THE END OF EACH WORK DAY. LIIj ry rY 8. SILTATION BARRIERS AND ALL OTHER TESC MEASURES SHALL BE INSPECTED IMMEDIATELY AFTER In 0 EACH RAINFALL EVENT GREATER THAN 0.1" RAINFALL, AND AT LEAST DAILY DURING PROLONGED RAINFALL EVENTS. I �7 C) 9. I INLETS OF THE PERMANENT DRAINAGE SYSTEM' SHALL BE PROTECTED FROM SEDIMENT INFLUX BY USE OF FILTER FABRIC, MICROPORE BAGS, OR SIMILAR FILTERING MATERIALS AND METHODS. 0 10. DURING A STORM EVENT, NO CONSTRUCTION ACTIVITY SHALL OCCUR ON SITE EXCEPT FOR WORK ON EROSION CONTROL FACILITIES. D 0 In C) EARTHWORK QUANn*nES ry DISTURBED AREA: 0.332 ACRES EXCAVATION: 200± C.Y. < FILL: 200± C.Y. C) THE QUANTITIES OF EXCAVATION AND FILL ARE APPROXIMATE ONLY AND SHALL NOT BE USED FOR ry CONTRACTUAL PURPOSES. RESUB 0 F_ �10V 1-/ 2015 U) rsUILDING DEPAROAENT CITY SUBDIVISION FILE cITY OF EDMOND$ Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (ID,MT,ND,0R,WA) APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: t2l [ -3 1 �_11 BY. ts) 6,�,J CITY��NGIOEERING DIVISION q/11/15 Ld ri-01 0 0 V) V) n < CY) 7- 0 0 r) LILJ LLJ 0 0 V) 0 0 V) 0 0 Cf) �7 V) It SCAM AS SHOWN DRAWN KEM CHECKED JWY SHEET DATE F.B. 06-30-15 C2 PFN 5477 1OF4 LSA FILE NO' SECTION 19, T.27N., R.4E., W.M. MAIL BOXES, (x4) I co IF� M DRAINAGE CONSTRUQTION NOTES: 1. FOOTING DRAINS SHALL BE TIGHTLINED USING 4" PERFORATED PVC TO AN ONSITE DRYWELL LOCATED PER PLAN. 2. ROOF AREA DRAINS SHALL BE TIGHTLINED AND REMAIN SEPARATE FROM ANY FOOTING OR SUBSURFACE DRAINS UNLESS OTHERWISE INDICATED. 3. F001ING DRAIN AND UNDERSLAB DRAIN PIPE SHALL BE PERFORATED PVC SCHEDULE 40 NTH SOLVENT WELDED JOINTS. 4. TEES, CATCH BASIN CONNECTIONS, SERVICE DRAINS AND INLET CONNECTIONS SHALL BE PLACED AT A MINIMUM SLOPE OF 1% AND A MAXIMUM SLOPE OF 50% UNLESS OTHERWISE NOTED. 5.0. COORDINATE WITH ARCHITECT FOR EXACT DOWNSPOUT LOCATIONS. DO NOT CONNECT TO FOOTING DRAINS. V'�yac-axon -�vzv%)A flbw 'Q,.O�WO-Y� t�4j[ �04 COW ? 05_� CM414�*11 �,?tk -� V1 V 24" 34" REMOVABLE PLUG VENT HOLE OUTLET — FINE MESH SCR FRAME AND GRATE 4" MINIMUM WALL THICKNESS 6" FACTORY TEE REINFORCING PER WSDOT STD. PLAN B-5.20-01 C13# 1 TYPE 1 SEPARATOR TEE DETAIL NOT TO SCALE IMPERMOUS AREAS ON -SITE SFR 3,407 SF PATIOS/WALKWAYS 135 SF DRIVEWAY 1,931 SF TOTAL 5,473 SF OFF -SITE DRIVEWAY 247 SF TOTAL 247 SF BOLT -LOCKING CAST IRON RING & COVER. OPENING DIAMETER 4" LARGER THAN NOMINAL PIPE SIZE, H-20 RATED IN PAVED AREAS. 4" CONCRETE CLASS 3,000 IN LANDSCAPED AREAS. MATCH ROAD SECTION IN PAVED AREAS DUCTILE IRON PIPE 45* BEND STORM DRAIN PIPE DIAMETER PER PLAN NOTES*. 2" GAP MIN 6" MIN 8" MA 1"��SCREW PLUG WITH RAISED HEX NUT (PVC) FILL WITH SAND OR CRUSHED SURFACING TOP COURSE MATERIAL __,�,�,�RISER (AS NEEDED) COMPACTED BACKFILL IF LINE DEAD ENDS, INSTALL WATERTIGHT PLUG 1. CAST IRON COVER SHALL READ EITHER "STORM" OR "DRAIN." 2. LOCKING BOLTS FOR COVER SHALL BE V -11 NC STAINLESS STEEL TYPE 304 SOCKET (ALLEN) HEAD BOLTS, 2 INCHES LONG. Inc.\ CLEANOUT (ROUND TYFU-) NOT TO SCALE FOOTING DRAINS ONLY IKIqTAI I PFP rnp7 TY CONFLICT N THE LOCATION DF UNDERGROUND UTILITIES SHOWN HEREON IS APPROXIMATEE ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS OFALL U11LI-PES IN THE AREA TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT ENGINEER IMMEDIATELY. PIPE O.D. L 1'-L/1- 1'_ I END CAP OR PLUG CLEAN OUTWYE FROM PIPE OR 6" PERFORATED PIPE NOTCHED LAID FLAT/LEVEL GRADE BOARD 2"X2" NOTCHES TYPE 1 CB W/SOLID COVER 18" O.C. A < 0 U0 INFLUENT PIPE (MAX DESIGN 77 FLOW <0.5 CFS PER TRENCH' CLEAN OUTWYE FROM PIPE PLAN NTS PIPE O.D. GALVANIZED BOLTS 2"X1 2" PRESSURE TREATED GRADE—, BOARD ZORN/ X 4 OR 6 PERFORATED PIPE LAID FLAT FIF �2 to 4"X4" SUPPORT POST--j::.", CLEAN (<5% FINES) 1)/2"—%" WASHED ROCK FILTER FABRIC *15% MAX FOR FLOW CONTROL/VATER QUALITY TREATMENT IN RURAL AREAS. SECTION A —A NFS DISPERSION TRENCH NOT TC SCALE FLOW TO SECOND DISPERSAL TRENCH IFNECESSARY CB W/ :OVER FLOW TO OTHER BRANCHING CE3'S AS NECISSARY 18" O.C. 2" GRADE BOARD NOTCHES 2" NOTM- 1. THIS TRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT POINT DISCHARGE AND/OR EROSION. 2. TRENCH AND GRADE BOARD MUST BE LEVEL. ALIGN TO FOLLOW CONTOURS OF SITE. 3. SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS TO ENSURE GRADE BOARD REMAINS LEVEL. 8.6 A U "C,f <6t_ kE 4 SPRUC ce #3 TYP E 1 TOP 395.5± INV. 393.24 V/ %0 TOP 395.5 DISPERSION TRENCH _#2 :'\ L"I — INV. 393.24 NOTCHED GRADE BOARD S 0 0 00_ -:—SD 3 'SD 4 34 LF (2,313 SF. CA.) SD a 0-00,wo TC \�6P 395.5± �c �0_ INV\.393.24 TOP 395.5± BOT. -3-Q2.74 INV. 393.24 PROPOSED CONTOUR EXISTING CONTOUR DRAINAGE FACILITY SIZING TYPE IMP. AREA* SIZE DEPTH DISPERSION TRENCH #1 3,407 SF 49 LF 2.47 FT DISPERSION TRENCH #2 2,313 SF 34 LF 2.76 FT THE AMOUNT OF NEW AND REPLACED IMPERVIOUS SURFACES ROUTED TO THE DRAINAGE FACILITY. EX. SHED EXISTING ASPHALT PAVEMENT PROPOSED ASPHALT PAVING PROPOSED CONCRETE PAVING CASTIRON BELL GRATE NOM 1. YARD DRAINS TO BE CONSTRUCTED FROM HIGH DENSITY POLYETHYLENE (HDPE) N-12 PIPE IN ACCORDANCE NTH ASTM C 14. PVC OUTLET-! PVC INLET DIAMETER 2. CUTOUT HOLE SIZE IS EQUAL TO DIAMETER PER PLAN OUTLET PIPE OUTSIDE DIAMETER PLUS PER PLAN 041/1 YARD DRAIN WALL THIC'NESS. � wo 3. CONNECTION TO OUTLET PIPE TO BE MORTARED AND MADE FLUSH NTH INSIDE OF THE YARD DRAIN WALL. 4. INCLUDE CAST IRON BELL GRATE. FITS INTO BELL RECESS AND EXTENDS FLUSH NTH FACE OF BELL. THE GRATE 4" CONCRETE BASE SHALL HAVE SLOTS (HOLES) THAT POURED IN PLACE CONSITUTE 50 PERCENT MPH APPA YARD DRAIN (ROUND T�?E) NOT TO SCALE Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (lD,MT,ND,0R,WA) FOR DRAINAGE. INLET BELL SURFACE SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 5. PLACE BASE IN 6 INCH MINIMUM OF WASHED DRAIN ROCK. 6. CLEAN OUTS ARE RjOINFAM DEPTHS OVER 42 INCH T CITY SUBDIVISION FILE #: APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY. CIfY E4GINEERING'DIMSION 19217 36th Avenue W. Suite 106 Lynnwood, WA 98036 phone: (425)775-1591 e—mail: info@lsaengineering.com web: Isaengineering.com LO LO r- 0) 0 0 m m Ld LLJ x y Ld V) z 0 z Uj C-) 0 0 Z Ld X 5: LU Uj U-1 z W 0 En z a Ld Z _j 0 z C� 0 Qj z Q) Lij 12 n 0 LLJ > Li n ry 0 V) r) z < LLJ Q) 0 < z U) ry Q) 0C q/1-1/15 Ld N11- ry 71 0 0 CN V) C/) 0 < 0-) z 0 z => 0 F— Ljj C-) I I W 0 0 Cf) 0 0 => 0 0 C/) �7 z z SCALE AS SHOWN DRAWN KEM CHECKED JWY SHEET DATE F.B. C3 06-30-15 PFN OF4 5477 APPROX. INV=387. (TO BE FIELD 'V�RIFIEI MAIL BOXES, (x4) I 01 M=398.83 �V=387.98 EJT13M#1 -398.70 ASPHALT SIDEWALK D 1,� rR _j RESIDENCE I LEANDUT WITH 45* BEND AND CAP NOT TO EXCEED 100' BETWEEN CLEAN OUTS CLEANOUT (WYE WITH AND LOCKING LA MPHO VER CONCRETE LEVELING COLLAR 12'+/- i J+ ATER TIGHT CAP WA R I S E R EX. CB ( C.O. D —1 4x 1 4"xIS" CONCRETE COLLAR LEVELING COLLAR 1 /LOCKING LAMPHOLE COVER 0 O:f -Z 12" MIN. a_ _j CONCRETE PAD. 12" PVCZ SLEEVE x, 4' OR 6' SIDE SEWER 6" RISER/ GENERAL CLEANOUT DETAIL .1 6- WYE AND 45 1 AND 1/8 BENDI 6" CITY STUB 12' 4' OR 6' SIDE SEWER ASPHALT SURFACE CLEAN OUT DETAIL AT PROPERTY LINE NOW ? 12" LOCKING LAMPHOLE COVER (EAST JORDAN IRON WORKS CO.) 6* rRISER 12" PVC SLEEVE (MODEL #: 00366108) PVC CAP NOTE: TYPICAL CL NOUT UNDER ASPHALT SIDE SEWER JOINTS SHALL BE OR CONCRETE GASKETED Ty., REVISIONS APPROVED BY DATE STANDARD DETAIL D. GEBERT 6/16/03 SEWER CLEANOUT DETAILS D. GEBERT 01/06/05 DATE SCALE DWG NO '0&0_jqqV D. GEBERT 4/2/07 7/24/01 1 NTS I * E6.2 NOER�ROUND __LI1PHONE UTILITY I ARCHI"TECT I R I LINE P6 F_- I �DIS F- j FF- F= NEW %" GAS LI E PER PUGET SOU DENERGY V) u, _T_ :�l 41 F_ F SD 'x) S D -SD—/ D — SD — S D S, D — SC SD—S'D—S&��_ (FOR FUTURE DEVELOPMENT) SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED. PLACE 2x4 AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO ENSURE 3 FEET EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS, STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2x4 STAKE AT OR ABOVE FINISHED GRADE. bi z CASTIRON LOCKING LID 10, =5 LAMPHOLE COVER �7_ (EAST JORDAN IRON WORKS CO.) W Ld (MODEL #: 00366108) 11� 0 Ld z 0 LJj 6" WYE AND 45' BEND - I a- Lo 0 x — 6" LATERAL RUN TO HAVE a_ SLOPE OF 2% MIN. TO 50% MAX. RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG N 0 T E: 22.5* OR 1. WHEN TAPPING INTO EXISTING MAIN 45' BEND AN INSERTA-TEE SHALL BE USED. PLACEMENT OF TEE SHALL DEPEND ON DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE. 2. IF CONNECTING SIDE SEWER TO EXIST CONCRETE LATERAL, A CONCRETE/PVC ADAPTER SHALL BE USED AND SECURED PER MFGR'S INSTRUCTIONS. IO&O-199V 6" TEE POSSIBLE SEWER MAIN LOCATION CONNECTION AT MAIN SHALL BE AT 45' ANGLE OR GREATER POSSIBLE SEWER MAIN LOCATION TY" ..F.- .-MON REVISIONS STANDARD DETAIL APPROVED BY DATE D. GEBERT 01/28/04 TYPICAL SEWER LATERAL D. GEBERT 05/06/05 D. GEBERT 4/2/07 DATE 7/24/01 SCALE NTS DWG NO. E6.4 NOTE: BACK 31DE OF METER BOX SHALL BE SET AT THE PROPERTY LINE. METER BOXES SHALL NOT BE PLACED (N DRIVEVAY AREAS. 1090-199U 00 DIRECTION r 8.6 's, 2 7 Ur\� T, 4 S [D R UIC E .................... SD 01 \7— I F FLO @ @ 71_� MATERIAL LIST ALL 1" SERVICES TO BE TYPE "K" SOFT COPPER TUBING. (DB 1" BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET. (FORD OR MUELLER). DUAL PURPOSE UNION. @ MIPT X CTS GRIP BALL VALVE CURB STOP EQUAL TO FORD B84-444Q FOR 1" NEW 1" SERVICE: ANGLE BALL METER VALVE BY SINGLE CHECK. 15" HIGH WITH DUAL PURPOSE UNIONS ON INLET AND OUTLET. HORIZONTAL IN HORIZONTAL OUTLET. EQUAL TO FORD VBH94-15W-11-44. EXISTING I" SERVICE: USE SAME AS ABOVE WITH NO SINGLE CHECK. EQUAL TO FORD VB94-15W-11-44. 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S MID -STATES PLASTIC METER BOX 1324-12 FOR 1" SERVICE MS 13x24 DUCTILE LID WITH 7)/2"x4Y2" READER FOR 1" SERVICE FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT. 0 14GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE. 0 SCHEDULE 40 3/4" OR 1' PLUG. REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE. 0 WATER SERVICE TO HOUSE, INSTALLED BY OWNER /CONTRACTOR. 0 PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR V METER THROUGH THE CITY. CITY WILL INSTALL METER AFTER PURCHASE. IF USING 3/4" METER, CITY WILL PROVIDE REDUCERS. REVISIONS APPROVED SY DATE STANDARD DETAIL D. GEBERT 6/19/03 1" WATER SERVICE - FOR 3/4" OR 1" METER D. GEBERT 4/2/07 INSTALLAT10N R, ENGLISH 10/04/11 DATE 7/24/01 SCALE NTS I DWG NO. E7.6 EXISTING ASPHALT PAVEMENT PROPOSED ASPHALT PAVING EX. SH ED 4 PROPOSED CONCRETE PAVING NOTES: 1. COORDINATE LOCATIONS OF POWER AND TELEPHONE U11LITY NTH ARCHITECT. 2. REQUIRED SEPARATION OF UTILITIES SHALL BE MET PER CITY OF EDMONDS AND INDUSTRY STANDARDS., 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SEWER TAP AND INSTALLATION OF SEWER LATERAL WITHIN THE ROW. 4. SEWER LATERAL PIPE THAT IS GREATER THAN 10 FT IN LENGTH SHALL BE WATER TESTED. 5. 90 DEGREE BENDS AND/OR TEES IN THE SEWER LINE ARE NOT ALLOWED EXCEPT WHEN CONNECTING TO THE APPROVED DISCHARGE. ALL CHANGES IN GRADE OR LINE SHALL BE MADE NTH 45 DEGREE OR 22.5 DEGREE BENDS OR WYES. 6. THE MAXIMUM DEFLECTION OF TWO ADJACENT FITT`INGS SHALL NOT EXCEED 45 DEGREES UNLESS THE ADJACENT FITTINGS ARE SPANNED BY STRAIGHT PIPE OR 2 FT OR MORE. 7. PIPE BEDDINGS SHALL BE CONSISTENT WITH CITY OF EDMONDS MATERIAL MODIFI CA-nON REQUIREMENTS (MMRs). 8. IF RE -USING EXISTING SEWER LATERAL, CONDITIONS MUST BE VERIFIED BY CITY'S PUBLIC WORKS DEPARTMENT, CONTACT EDMONDS SEWER DIVISION 425-771-0235. RESUB 9. ALL UTILITIES WILL BE INSTALLED UNDERGROUND. NOV 17 2015 CITY SUBDIVISION FILE #: BUILDING DEPAftnW ony cw EDMONIA APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: (Z, L15 Call 2 Working Days Before You Dig BY. 1-800-424-5555 Utilitie8 Underground Location Center CITY EN�NEE�ING DIVISION 19217 36th Avenue W. Suite 106 Lynnwood, WA 98036 phone: (425)775-1591 e-mail: info@Isaengineering.com web: lsaengineering.com LO LO r 04 0 I— Lij (n z 0 F= z Ld U) z 0 0 LLJ 5: Uj Ld z cr CD (n z UJI z 0 _j 0 LLI ,169-1 _j n Q) Z) :D ry < 0 ry Lij Ld V) ry C) Ljj Z q/11/15 Lij ":4- 0 0 z C40 V) < 0-) 0 F__ Ld c) LL_ LLI 0 0 V) 0 LL_ c) V) '45 0 0 V) SCALE S OWN DRAWN CHECKED SHEET KEM JWY DATE F.B. 06-30-15 C4 PFN 5477 ISA FILE NO OF4 ITBM#1 ELi=398.70 I I I I ASPHALT I SIDEWALK 0') to 0) C) to M 0 r-) Ld X LLJ CA CA co (7) FA\ANG� Ljj 0 b 0 PA_ I' j CD G_G_G 25'-0" -_ FRONT YARD W—W W_� —0-0 0- a 0) N 89"27'09" W .195.17 441-oll r- Q Ili I -n_ 0 A 3 C3 5� 0' ......... ... . .................. .............. ........... *''*** ..... .......... .......................... .... ..................... .......... . ... ................... ........... ..................................... ............... .................................... ......................... 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I y E WA .......... 139 ....................... ................... ... . X .................... .. ........ ... ........... ........... Re . ......... ......... ................ . .................. ................................... \0 % P *.*... ............................. . .. ......... ............ .... .. .............. .............. ................................ .. ................ CA ... ......................... ' . ' . * ' '/ L__ ....................................... ............. ............. 01 .. .......... ........ ....................... . ...... ...... ........... ........................ ........ ............ ... ....... ................ ................................... ....... ......... *'*"'.'' ....... **** ... * : ......................... . .. ..... ..................... . ....................... I ................... .. I ........ ..... ......... .................................................. ...... . . .......................................... ..................... ....... .......... 7— .................... .............. ..................................... ...................... ............................... ..... .... ........................................ I Rol ........... ...... ................. ................................................................................ . ......................................... ... ... ........ ........................................... I .......... ...................... ........... ID 5"DEC ... ........ ....... ........ ........ ... ..................................................... .w W—w—w—W ..................................... * ................. :::.I ............................ ...................... ...... ................................ I .............................. ........ ...................... ................................................ ............. ..................... ......................................... A'.*.'.*.*.*.'.'.*.%*.* .................. ...................... Q0 ................................................ . ......................... \ ....................................... ... ......................... .................. ............................................. ............. ......................... ..... ........................ ...... ..... ............... .......... -�3 .............................. ... .................................... ............. C. .. .... ...... ....... ............. * ....... . ..... ........... ... ........ ..... : ........ ... .. ................. ...... .... . ................................................... ...... ..................... ................. .......... .. ... ...... .. ............... ........... ................. ............ ..................... F7: — CP a ............ .. X. ........... ...... .... E.. ... ... .. W/ALK .............. JJA ......... REMOVE,:7 ............... - - - - - - - _92-1 [Y�_c le 0 C: N 89028'47" W 4: 195.60 A(:� I Legal Description: Lot Coverage Ca1c,: LOT 1, MAPLEWOOD LANTZADDITION, TOTAL eUILDINGS FOOTF'RINT 3,282 SQFT. ACCORDING TO THE F`LAT THEREOF LOT AREA 15,300 SC.FT RECORDED IN VOLUME (of OF F'LATS, FERCENTAGE 0.18 F`AGES 122 AND 123, RECORDS OF .SNOHOMISH COUNTY, WASHINGTON. Tax Account Number: ooa5&000000,00 Impervious Coverage Calc: Zoning::R5-12 LINE i TYPE S i t e SCALE: P=10'-011 Plan Height Calc,: CA co (7) FA\ANG� Ljj 0 b 0 PA_ I' j CD G_G_G 25'-0" -_ FRONT YARD W—W W_� —0-0 0- a 0) N 89"27'09" W .195.17 441-oll r- Q Ili I -n_ 0 A 3 C3 5� 0' ......... ... . .................. .............. ........... *''*** ..... .......... .......................... .... ..................... .......... . ... ................... ........... ..................................... ............... .................................... ......................... 'IV ................ .............. . ... .. ............................. ................ ................... .. .*.'.'.'..... I .............. ...* .......... . ..*.,.,.,.,.* ........ E:i�' I ................................................. ...................... .............................................. :..: ...... ................... ....... ................. .............................................. . .. . . ................. ...................... ................................................................................ . * ................... . .. . .............. ...................... _SS _SS . ................ .............. ..... ..................... ................................................... ............. .. ............ . ........... ............ ....... ........... ...... .. ......................... .... F.""" ............. ....... .*.,.,.*.*.*.,.",.,.,.,.,.,.,.,.,.,.,.*.,.,.,.,.*.,.,.,.,..*..'.'**1 11 11.1.1 ..... : ................... ................................................. . ......... ............ ...... ........................................ ........ \ ............ ......... 2D FOOT MINIMUM DISPERSION . . .................... ..... ... ............ ......... . ........................... I ............... .. . .... ........................................... .. ........ ........................... FLOWAREA. THIS ISA F'ROTECTED ............................................ * ... . ...................... *''*' **** : * . ......................................... ................................. . ....... ....... AREA AND ISHALL REMAIN .. ....... ........... . ......................................... :::: I .................... .... ....... .................... : ..... ..... ... NATURAL VEGETATION .... ......... ........ ...... ....... ........................................ ...... ....... .... ....... ...... ::::::I ......................... .................................................. . .......... ....... 2E7' --394— ....... ........................... ................. ....................... . .............. ........ ................. ............... ...................... ............... ............ ..4 ........................................................................ .... ..... ............................................. ................... ... N, ................ ....... ...... v. ............................................ .............................. ...... ................ .... ...... ........... * ............... ..*.*.'.*.'.'.*..: ........ ................................... .. ..... ........... ......................... ......... ......... ................. ..................... . . ................... ... .... .... I y E WA .......... 139 ....................... ................... ... . X .................... .. ........ ... ........... ........... Re . ......... ......... ................ . .................. ................................... \0 % P *.*... ............................. . .. ......... ............ .... .. .............. .............. ................................ .. ................ CA ... ......................... ' . ' . * ' '/ L__ ....................................... ............. ............. 01 .. .......... ........ ....................... . ...... ...... ........... ........................ ........ ............ ... ....... ................ ................................... ....... ......... *'*"'.'' ....... **** ... * : ......................... . .. ..... ..................... . ....................... I ................... .. I ........ ..... ......... .................................................. ...... . . .......................................... ..................... ....... .......... 7— .................... .............. ..................................... ...................... ............................... ..... .... ........................................ I Rol ........... ...... ................. ................................................................................ . ......................................... ... ... ........ ........................................... I .......... ...................... ........... ID 5"DEC ... ........ ....... ........ ........ ... ..................................................... .w W—w—w—W ..................................... * ................. :::.I ............................ ...................... ...... ................................ I .............................. ........ ...................... ................................................ ............. ..................... ......................................... A'.*.'.*.*.*.'.'.*.%*.* .................. ...................... Q0 ................................................ . ......................... \ ....................................... ... ......................... .................. ............................................. ............. ......................... ..... ........................ ...... ..... ............... .......... -�3 .............................. ... .................................... ............. C. .. .... ...... ....... ............. * ....... . ..... ........... ... ........ ..... : ........ ... .. ................. ...... .... . ................................................... ...... ..................... ................. .......... .. ... ...... .. ............... ........... ................. ............ ..................... F7: — CP a ............ .. X. ........... ...... .... E.. ... ... .. W/ALK .............. JJA ......... REMOVE,:7 ............... - - - - - - - _92-1 [Y�_c le 0 C: N 89028'47" W 4: 195.60 A(:� I Legal Description: Lot Coverage Ca1c,: LOT 1, MAPLEWOOD LANTZADDITION, TOTAL eUILDINGS FOOTF'RINT 3,282 SQFT. ACCORDING TO THE F`LAT THEREOF LOT AREA 15,300 SC.FT RECORDED IN VOLUME (of OF F'LATS, FERCENTAGE 0.18 F`AGES 122 AND 123, RECORDS OF .SNOHOMISH COUNTY, WASHINGTON. Tax Account Number: ooa5&000000,00 Impervious Coverage Calc: Zoning::R5-12 LINE i TYPE S i t e SCALE: P=10'-011 Plan Height Calc,: Benchmark-, I A: 3B(o150' CATCH 15ASIN 05 ACCOIRDING TO THE AS-5UILT IOLAN 5: 3C35-00, OF SKOGERSON LANE C; 343630, ELEV TION: 3e(o354 Q0 10 I)SPRUPE D: 3,31'ao, A , R01 — 1) BY PLANN NG 1,585.10/4= 3c36,43' DATUM. CITY OF EDMONDS (M.L.L.W.) T5M*I: MAG NAIL SET FLUSH WITH ASIOWALT WALKWAY, HT. RESTRICTION= 25.00' MAX, RIDGE= 421.43' AS SHOWN HEREON ELEVATION: 3'35.'1c3 AREA (SQUARE FEET) 1. NON -REGULATED 0 EXEMPT REGULATED 2. REPLACED 0 0 2. NEW (POST 1977) 5,720 3. TOTAL REGULATED IMPERVIOUS AREA 5,720 4. TOTAL AREA MITIGATED BY EXISTING STORM)NATER MANAGEMENT SYSTEM(S) 0 5. REGULATED AREA NOT YET MITIGATED 5,720 6. AREA PROPOSED TO BE MITIGATED BY LON IMPACT DEVELOPMENT TECHNIQUES, 52720 7. AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES1 1 0 9L 6 201 S-0 7:5,5 0 PAO07- ENGINEER 11'\�G DIVISION P rl;� TJS N Zone 5— ( _2___ Comer ajz___ aQtWkj Front w AqXir_ed Sides/v/s Rear L::- /0 Other lfee� ZL ZE:� C-4 0 w T Ljj Uj z Lo Ld Z Lo T_ oo 0) Ld > CN < 00 < Uj LLi z —1 00 LLj of 0100 M -r N V) �'� (0 C\1 0 00 LU 0) > Z cr 0 a F_ <0z 0 LU 0 C/) Z ULJ Uj J 00. CO LU a cr z 0 (0 LIJ 0 z C*4 Uj SITE PLAN PROJECT NO. DESIGN : DGW DRAWN :DGW ISSUEDATE :06/26/15 LATEST REV. : 01/19/16 Al RE,SUB JAN 28 2016 13UILDING DEPARMINIT CITY OF E[)L40 lo Now 0) D D !!tb 501 Li 41 S 90.0/ 0� / 45 7 IN A IN NI 60 L�- - jril_ "�/'c / V6 /v ef�? W N, K Nj 7'1 A W. V41- V6 lid ao 'ORI Ve /V 9�19 29 V3 "I W 171-31 K 4f 7 72 IN /o/ 3\\ 121 aa5 Lk -N, Cil 029 Nj 65 \57-e IN. -\I Nj J:: 0 7'J 9 N IVIM= _3��9 7Z //v v 13s_-3.66 �-X. 6�5MAI N IN-11K 2:t 76. 6 / '—, —7 I A IN v og5? // '-� I., _1* NN r %_)�' .1 /v W 4042 4�v 97S,5 T R E E COVERED It It "N N, IN 55 W_ /v g190 25? 142 W vv 207TW CIL E S.W. I a a A N - V. I It \ Wj 0 A R E X LLJ M M ca Z a: 0 10 �- LLI Cl) Z 0 cc W gal \to a Z �JOO N 0Z lag 6alg V9 L 09. 33 _ 2 00 '5. 00 6077 N RIM 3 78-94 (1w,5wa) /// V 3 7 W. 14,16- V�'_ � 5 1 C,47-CA1BA51A1 Legal Description: Lot 22 and that portion of Lot 23, lying south of the north 125 feet thereof and lying west of the east 400 feet of said Lot 23, all in the Plat of Maplewood Hills, according to the Plat thereof recorded in Volume 10 of Plats, page 12, records of Snohomish County, Washington. Existing Zoning: RS12 Proposed Land Use: Single Family Residential Total Area: 78,357 Sq. Feet (1.80 Ac.) Number- of --PrQposed--,.,Lots: 6 Largest. Lot Size: 13,060 Sq. Feet Smallest Lot Size: 12,001 Sq. Feet Water Source: City of Edmonds Sewage: City of Edmon ds Fire Protection: City of Edmonds School District: Edmonds School District No. 15 Applicant: Hadley J. Nicholson, Executorof the Estate of Charles N. Lantz 1619 - 188th Street N.E. Arlington, WA 98223 652-1981