The URL can be used to link to this page

10629 235TH PL SW.PDFlill iiiii / III 3931 10629 235TH PL SW ADDRESS:ID624� 255�� PZ- TAX ACCOUNT/PARCEL NUMBER: 2 BUILDING PERMIT (NEW STRUCTURE): COVENANTS(RECORDED)FOR: CRITICAL AREAS :� V DETERMINATION: ❑ Conditional Waiver ❑ Study Required'AlVaiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): -1 w I'3I j?bM PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED:_ V2-2-I - o SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: SOILS REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR WATER METER TAP CARD DATED: OTHER LATEMP\DSTs\Fonns\.Street File Checklistdoc 0 T b I I I I I I t I I I I I I I I I � I I I I I I I I I I I I --------------i I w a PROP05ED DECK Zone R-S 8 Corner Fla& _ Setbacks Required Actual (To New) Front 5 ?r5 GS Sides F-l W -7• 5 2! 5/ 18 Rear N l 5 q D Other Height EXI5TING RE5IDENCE T 6" r EXI5TING DRIVEWAY 235TH PLACE 5W A / rd 1, y ,re APPROVED BY PLANNING �g l071Iz RECEIVED JUL 31 2012 DEVELOPMENT SERVICE; COUNTER STREET FILE N PLOT PLAN SCALE: 7° = 20-0" TAX ACCOUNT NUMBER 270-336.000-203-000 r w . J J w� zotj O 0 0 30 O d° 0 Q =3 u� F- U Z 0 0-j 01 'DATE RECEIVED / + a. /Al Pik I PEP USE PERMIT CITY OF EDMONDS Z°"E==' � NUMBER CONSTRUCTION PERMIT APPLICATION JOB ADORES:' ij) SUITE/APTU #:..,; � �✓� Wig �" �7 OWNER NAME/NAME OF BUSINESS How I a r cA 1:> / Y'. e5 / , . PLAT NAME/SUBDIVISION NO. LOT NO. LID NO. � l if llcyrY^ w MAILING ADDRESS i fi U ',/' '/ =i: r (,.) `�/r JC 1 "%�%J'' d LID FEE $ z y ESCP Approved O 31:R'� sY! r� �,/ I`6 r r� A 1,/ �+ Al/ Y • PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP Rw Permit Required Or.,y1 4101 // Street Use Permit Req'd TELEPHONE S" CITY ZIP EXISTING PROPOSED Inspection Required 0 Sy ` 'I L_.. C' I Sidewalk Required�..r, �r�ro 7 o e t1/fie,. "13., .106 5 �'1 `�� REQUIRED DEDICATION ' P.,^ FT wronground 0 NAME _ l j METER SIZE LINE SIZE NO. OF FIXTURES P6R,V�REQUIRED r <�_ A t�C4, ! �� S !`� F' Y'\ _5 G,"tc ) C, I'C S •. YES tU; NO ❑ _ a f v W w rw- ADDRESS REMARKS z \\ /V ) OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE w a. TELEPHONE ,CITY ZIP .%:`v-.J':� !. r •^n .:,1_`a 0 •..•F'J^"• r� �~ . %•I -✓ 3 � 4 r``:A:' ¢..'ll; +}Fi rl • '.�� '"%~'/.+7, :r;v:. -' f�''raG' NAME Hyy / • , +;" I,. i. V,t �) r, (�y - i �... 1 r /A!'' r �'' ; 1' • r. , r/e Y,j( + �'° %�o J/ .r!`;;%',r„.., 4 �(.3 i t\ t �, 0.._. '• 1... • � "r,1 •!'ir.:, .l ee r .�.r>f` ,' t ;,:; f ,'A•" r1<-';^ 1'' �' ( ENGINEERING REVIEWED/DATE , cc ADDRESS ► ^-� �.?,`) Auforo,,, Aug.. FIRE REVIEWED BY +DATE' ~ CITY ZIP TELEPHONE STATE LICENSE NUMBER EXPIRATION DATE) CHECKED BY VARIANCE OR CU SHORELINE OR ADBN INSPE TION BOND ! /� p j 1 _ j REO,p POSTED l_i I L..,•, A R 4_ �. / �% ( � / l� C fi �s�! 4 +./ R, ❑ YES NO !, SEPA REVIEW SIGN AREA HEI HT PROPERTY TAX ACCOUNT PARCEL NO. COMPLETE EXEMPT ALLOWED PROPOSED ALLOWED PROPOSED W . r_j'�� C�� <:�C1C>_..� Lot. I EXP LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.) NEW rf RESIDENTIAL PLUMBING / MECH ALL OWED�P PROPOSED FRONT SIDE REAR C FRONT UR SIDE REAR � COMPLIANCE OR r1:: /r )�/•�( r�✓"' t 1 y /�j z ❑ AUDITION ❑ COMMERCIAL ❑ CHANGE OF USE '' ' 4 f '''� W .25 I ��f�7%. Y r.J' Z PA�RKIIQG ;LOT AREA PLArj0G REVIEW, DATE ❑ REMODEL ❑ APARTMENT ❑ SIGN REO'D PROVIDED i�%" a GF�AgING .. FENCE k.,.__.. .... .. P i�Ci/1 {�,�•+ t,�'�` ❑ REPAIR CYDS ❑ ( X FT) REMARKS _ %•> j ! ❑ DEMOLISH ❑ TANK ❑ OTHER GARAGE ❑ RETAINING WALL ❑ 2 CARPORT RENEWAL O ~ (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN: a t I !`9IN . �.,C, �1I 1' ��, r� CHECKED BY TYPE OF CQ()I:SIAUCTION COD OCCUPANT I) t �1 P `, , !1 � GROUP w NUMBER NUMBER OF`j ITICAL „/+/,:�;; .'c'�.:rn '-•- (� ! '- _ / o OF DWELLING 1y AREAS C: SPECIAL INSPECTOR AREA s:.• "y ^"' m l i ., - (}� y . {. i { f ..; d..l.) OCCUPANT * UNITS NUMBER REQUIRED O STORIES YES .^r Zx LOAD •.•p• rl� DESCRIBE WORK TO BE DONE REMARKS t7 PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REQ'D o 0 s / w VALUATION FEE PLAN CHECK FEE ..7 r'.) .•YEA- C, to ✓' HEAT SOURCE GLAZING % LOT L PE % r / f (,) BUILDING PLAN CHECK NO: VESTED DATE PLUMBING MECHANICAL THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO I S BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE GRADING/FILL f� SEPARATE PERMISSION. (i +<, C• STATE SURCHARGEcc w PERMIT APPLICATION: 180 DAYS , a PERMIT LIMIT- 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS.-' / 1 ENG. REVIEW FEES` - SEE BACK OF PINK PERMIT FOR MORE INFORMATION N ENG. INSPECTION FEE 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS w IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF L-ANDSCAPING'..; I' I �' i EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND ccINSPECTION FEE ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY = FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE RECE PT•.-,Y DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE PLAN CHECK DEPOSIT / l ;, . A = NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.- RECEIPT TOTAL AMOUNT DUE �, fey.• ' L� 1 HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION 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- CALL This application is not a permit until signed by the TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid, and IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION % receipt is acknowledged in space provided. WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. ( ) DATE SIGNED. OFFICIALS SIGNATURE DAT� SIGNATURE OWNER OR:"AGENT •ti=, ! (425) , J r ;l �I^' .:ate....- •'. j + •�, ('f! � ` + .�',% :? •;t A ^;�"" t4 I }i , i 771-0220/'� REL ASED BY DATE ATTENTION EXT/333'''-'''+ IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL it%'�r>1 ';'� i ',..• % 'A' FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI_ 771 -0221 CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 FAX ORIGINAL - FILE YELLOW - INSPECTOR S/98 PINK - OWNER GOLD - ASSESSOR ' SE811.01(s: ZAVALE!* DESIGN ASSOCIATA MILT ZAVALES. ZDA1243 NE 152nd ST Suite B Seattle, Washington' 98155 (206) 362-299-2 70.001—RIDO-JA LOT COVERAGE LOT AREA= 10 150 S.F. f1OU5f- 4 DECKS— 135G 5.F. COVERAGE 13 5 G1 10 1 50= 13 % H E! 101 H T -45-9 IMPERVIOUS SURFACES I 51DLE HOU5E 4: EAVES= 153G 5 ' -f. D PUVEWAY 't. \W,� TOTAL-227G S.F. Na ,12 D.S.D.5. b - .. 0 LEGAL -DE5CRIMFION c\1 50G. THE EA5T 151 FT- OF THE WEST 454 FT'.- UNE OF THE NORTH'I G5 'FT. OF THE 5OUTH - — — — — — — - 4 ONE-HALF Of THE SOUTH ONE-HALF OF UNEOF THE 5W QUARTER Of NW QUARTER OF 0" ;0V5?U"G GARAGE SECTION 3G, TOWN511IF27 NORTfi, CI. RANGE 3 EA5T, W.M: Lf—'6 COUNTY iZOAD. ck> -1 . . - .aa . 57UATE IN THE' cbuwy OF 5fl0110IVII5H. --4 D.5.1 I z 5TATE Of WA5hINGTON. C=232.OfY ;Ton .00 cl ';�VAY tu 1U. p MOWLAND.00ME5 L.L.G. z b ADDRESS: 1243 NE I 52nd 5T --j 0 5HOULINENA 98155 oe -J�- 0 U-� PHONE: (20G)-3G7-7075 INGRE55 70.09 EGRE55 EA5EMEN7 HEIGHT CALCS: A - e4vX6 31-0 1 -9 N-Go Arolow, %UZ414 A=232.0(Y . c,j N 0 WAW- W. 13-232.00 Q—=252.00 PD 421A ... ...... ... ..... . ..... / �77 7 �=23 1 .,GO // ACTU AL MAX. = 25G.4;a EDGE OF . . ... ... ... .. ....... PLAN 1270-2/C PAVEMENT 51TE - PLAN 235 th PLACE 50UTHWE5T. 5CAI F 1 11=201-011 AP VE B ANWY: -0/ L E" cA FILE NO. Critical Areas Checklist ----------------------------------------- Site Information (soils/topography/hydrology/vegetation) 1. Site Address/Location: -J0619 Pl 2. Property Tax Account Number: 6 C) 3. Approximate Site Size (acres or square feet): 000 4. Is this site currently,developed? yes; no. \ If yes; how is site developed? S ' ►�D VS am c� rep RECEIVED 5. Describe the General site topography. Check all that apply., AM 2 0 Flat: less than 5-feet elevation change over entire site. X DEVELOPMENT SERVICES CTR Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet CITY ra EDMONDS horizontal distance of 66-feet). 1 Iilly: slopes present on site of more than 15% and less than 10% ( a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: ; Appro. Depth: 7. Site contains areas of seasonal standing water: ; Appro. L epth: 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?. FIows are year- round? Flows are seasonal? (What time of year? ) 10. Site -is primarily: forested ; meadow ; shrubs :mixed urban landscaped (lawn;shrubs etc) 11. Obvious wetland is present on site: l n ^u_chk.doe; Rev [W,/97 � - �,�� -ems ov._.•.� City of .Edmonds 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, sign and date it, and submit it. to the City. The City will review the checklist,- make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, "the applicant shall include other pertinent information (e.g., site plat_, 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). 3wner/Applicant: o�J�G� _ernes . l-•L• C , Jame . Ave � treet Address State Zip �1�5 Q 909 elephone .gnattte 9 _�C4 ite Applicant Representative: 2r OCK�,NcinScr Name Street Address n City State/ zip. Telephone Signature Date ceptionljanakacl.doc (over) CA FILE NO. Critical Areas Checklist ------------------ 7------------------------------------------- Site Information (soils/topography/hydrology/vegetation) 1. Site Address/Location: 10 6c -q _)_ + P 1 .S V 2. Property Tax Account Number: b / 1 d 3. Approximate Site Size (acres or square feet): 1 UoC) 4. Is this site currently developed? yes; no. --/I If yes; how is site developed? 5 �-t �) � VSe a^pL 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: ; Approx. Depth: 7. 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 ; mixed urban landscaped (lawn;shrubs etc) 11. Obvious wetland is present on site: No DETERMINATION "ce_chk.doe; Rev 10/03/97 i OL City of .Edmonds 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, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g., site plan, topography map, etc..) or studies in conjunction with this Checklist to 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:�ovjlcd Name Avfdro� Avie,'/Va Street Address fe < <A ey�,� 01Z 133 City State Zip 1--_J ILI 9096 Telephone Signat e Date Applicant Representative: I er lnlonsor Name Street Address n City State/ Zip Telephone Signature Date c:reception\jana\cacl.doc (over) NOTICE: No warranty of accuracy. The information shown on the attached map(s) was compiled for use by the City of Edmonds, its Employees and Consultants. The City of Edmonds does not warrant the accuracy of anything set forth on these map(s). Any person or entity requesting a copy should conduct an independent inquiry regarding the information shown on the map(s), including, but not limited to, the location of any sewer stub shown. Such sewer stubs may or may not exist and may or may not exist at the location shown. Neither the City of Edmonds nor its employees or officers shall be liable for the information given on map(s), nor for any one representation provided based upon said map(s). SW 1/4, NW 1/4, SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST,. W.M. .. Sherwood Village Vol. 14 Pgg 82 Lot '16 Lot 17 t � �°t. 1 L�,+ r I 8 1 ��-..��r� � Fa�uad. tom' Icon.. Pi�►ao�- 0.47' W 0.32' S + _ 22 - 81, 00' , "_` ° Found 1, 2r Iron Pao - 2,3(? � fat' T.L, 2-01 FENCE TO 0 N 0 Lot 1 t Lot i 40 } Nosy Ss 1 2--027 i FF EL= 22&00 1 ARAM EL=227.00 i rfr� fl Existing Structures are to b Tiff. j ' 7 :•'' >:;... TO N 88'19'18' / —WA, T Off' CNSTMIN. KEYNOTES - STOrd DRAROM CATCH BASIN' TYPE 1. 6-INCH PVC STUB FOR BLDG DOWNSPOUTS 4-INCH PVC PIPE FOR BLDG FOUNDATION DRAINS. �..✓ FOUNDATION DRAINS TO DAYLIGHT INTO A GRASS DRYWELL SEE DETAIL 6-INCH- PVC STORI* PIPE iNFIL1RAlION TRENCH PER DETAIL. 3 DEEP; 3 ODE, 36LONG. INFILTRATION TRENCH PERT DETAIL S DEEP, 5' WIDE, 9 LONG. IMPERVIOUS SURFACE TOTAL PERVIOUS MPERVIOUS (AREA () GROSS ROOF tom, ROAD/DW (SF) LOT 1 10,150 1,936 575 Z511 7,639 LOT 2 11,745 1,936 654 2,590 9,155 LS WWI (tpp) / / tf / / ./ / +' Ex: SSMH ' IN IN CMSTMC110N KM0IES - WATM NEW DOMESTIC WATER SERVICE. NEW 3%44CH DOMESTIC WATER METER. .,._° DOMESTIC WATER METER TO BE RELOCATED AT PROPERTY LINE. CONNECTION POINT INTO THE EXISTING 8-INCH DI WATER MAIN PER OL•YMPIC VIEW WATER AND SEWER DISTRICT STANDARDS. 0 10 20 rXy SAW . 6-INCH DIA. SANITARY SEWER LINE THEOL €XIS'TSEWER kINSANITARY- PER OLYMPTEW WCTATER AND INT0 SEWER, DISTRICT STANDARDS. CAP EXISTING SEWER STUB AT PROPERTY LINE. M OV€/ABANI W STUB AS- NECESSAW . CLEANOUT PER CITY OF EDMONDS. CLEANOUTS AT PROPERTY LINE SHALL HAVE LOCKING LAMPHOLE COVERS. 707:12' PER P RANDS FIll. We AN v Q. 0� Qv QOA OQ. O a O¢AO pa ap. PER PLAN ROLTRANOR TK14 2' /- RANDOM. FILL. MN: v Q d�Ov4 O v A C) _......__......_.................. ............_...._...__._..._....__ . 2' X 2' --10-i WRAP WASHED ROCK WITH FILTER FABRIC 4» PERFORATED PIPE 1/2»4' WASHED ROCK WRAP WASHED ROCK WITH FILTER FABRIC f PERFORATED PIPE 1/27-1" WASHED. ROCK. APPROVED FOR CONSTRUCTION ASSISTANT CITY ENGINEER / / 0 FB DATE 'v�1 Lxu� 'jJ ��f11 S-RkliCFS C T R Cb'.11)Iy;;S eNG[Ne6RING 111 MAIN STREET, SUITE. 106 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 - z a CL �M] w a A Y Q DESIGNt CWK DRAWNi CWK CHECKi JSH JOB NO: 00107.20 DATEt 1-18-01 z CL W (n W �C c J W � W. C) zNn V 7 1 � O -- W a 3 N N U O L ^' (�0 � r L�1 SHEEt: VE BEEN P ENCY REVI T TO CHAN T SIGNED AGENCY APP AMP. CALL BEFO 1-800-4 ldvla-�, M6--Ak #&Z)fa wemgv-5 5)tr-A,e q mgllvlm� RkE",CE,p- FEB 2 11 2001 DEVELOPMENT SERMES CTR. CITY OF EDMONDS - City of, Edmonds SP #S—xx--XXX Noffingham RoaT Found, MLC Conc w/ Tack in Lead, Down 0.4' I I :E Q 1 Sherwood Village I Vol. 14 Pg. 82 - Lot 16 Lot1•? Lot 18 l .0 21' ...... 'i • • Chain Link Fence 0.59' "Iri m Found 1/2" Iron Pipe Q � = ..- ... ... �-, _.. 228 81.fl�° "._ . ""^^' •""_.. ...,,.,. ..,-.. 0.42 W & q.32' C2S" C12 D12" 117 /. w.r.r. .• C24 0, Found 1/2" irari pipe+.... ....... -. 1wt , .'i vt . .'� ......... �............ B. .i L '.�Q" "'.......... .0 G.yq' ,' .07 Lot. 1 Lot .G.C24" 7.5" 7.5" 3o",3-1K'Y c10*150 Sf/ 1�t745 Sf ir er+ p1 2N Hose _ -- - - T. L. tt 40. -. , 2 ---012 . . �j /51.A•2' in Y 01.4" C�q� 0 . 0 ► / U� N / r / 5L2"'� 0 pip" Dam C14 Fence Corner 0,82' N & 0.82' W ,,.,rw W,.... r «• of Property Coo 70.00r r ,. e -, A14;-- 0300 re Fence ,2, a - N 88*19'16)> W — alp . C / h !d� G`2e oA C12 * CIO* / .01 a 1 C30", / y� h ' y _�• 1 t 2"•"027 WON c; 0 it.1 -Cl e, C20 10 10 C30 �v. %X fy�-W� r 1— 0 O il4 is : � / Ci a.` Note: �M Existing -Structures are to be » �,. .�� / I .Removed. odck �+ 1 C10" j a 03 rr r r 235th PNaoe Southwest ME.RIDfAN - PLAT C SHERWOOD VILLAGE, - s-CAL-E -20 0 10 20 40 (IN FEET) 1 inch = 20 ft. Applicant: Howland Homes LLC 19237 Aurora Ave N Shoreline, WA 98133 Phone: (206) 542-9096 .Fax: (206) 542-6570 Comtaet: John Bissell T_T.� - tivwlaii3IiOmeS LL-C -- 19237 Aurora Ave N Shoreline, WA 98133 Phone: (206) 542-9096 Fax: (206) 542-6570 Scope of Work Demolish and remove all buildings currently existing on the site, and shown on attached subdivision site plan. Demolition Square Footage Existing garage: 1256.50 sq. ft. Existing house: 703.62 sq. ft. Total Demo sq. ft. 1960.12 sq.ft. Legal Description: h 1 -r q �► Lot , City of Edmonds S ort P at �—=, nSet Rebor & GapFile No 5-00-100 ' L. 3q�81 itm) Rec. # 200102085004 l� r .,.--..r .......-...r.. ..».... •.� Imo! . Found 2" 8rces DornO 7Q7.12' w/ Punch, gown 0.6' w► r Spa" SS SS VERTICAL DATUM ASSUMED. CONTOUR I*l'l AL 2 FEET 0 Zoning: RS-8 Tax Account # 3627-032 011-0007, subdivided into lots 1 & 2. SURVEY IN THE: S.W. 1 /4, N.W. 1/4 SEC. 36, TWP. 27N., RGE. 3E., W.M* ' SHORT SUBDIVISION FOR Howland Homes LLC 10629 235th Place SE Edmonds, WA 98026 EMERALD LAND SURVEYING, INC. PO 'BOX 13694 ; ILL CREEK, WA 98082 PH. (425) 359--7198 SHEET 2 OF (5F9 51 mg/jr F-l"t E c E P v :m, ED FEB 2 1 2001 DEVELOPNIENT SIHMOES CTR, ,CITY 6F City of Edmonds SP #S—XX~-XXX Lot 16 Found 1/2" troy n P1psl 0.42'W&0.32'Fa I Sherwood Village Vol. 14 ' Pg. 82 Lot ' V7 " 21' C28" C12 D12" icy 1rrlt..1 10,150 Sf r 7.5 MJ Itt1 O,orae D12" 01* Hose -81b T.L. 2-012 /51.42 2� $ 0) 014" ! C04SO O ... 0 N / o t 2 4A C30" Fence CornerDO,� 0, 82' N & 0.82' W „„„�, ,.,�•- ,• -. r of property Corner 74Pi wn.0©' �.�..w 430" 8 Gw EV- 0 N 88 19"16 f w. c 6 N tJ►ffingha•m Road Found. MLC Canc w/ Tack in Lead, Down ..41 1 r ' t7 • E 1 "ii ME.RIDfAN - PLAT O SHERWOOD VILLAGE Lot 18 -20 0 10 20 40 CL ' Chain L.tnk �'enae 0.59, Q y .. „•.: " 228 — .10Q' . w.,.. ....,, ... ,., ....., .Mw., . �. .._ ° �� Found 1/2" Iron Pipe dO' �- "" '� "�1 . - -0.38, -W &-&.oil S N . . B.S.B.L.\ Lot] 1'j745 Sf G34"030, Of 2e i ,.A w O C30" J 2-027 0 024t'01 N » a age try �:, �► o C30 14 2",� / c14" Note: Existing -Structures ore to be Removed. -# iw MD12' Q�2 C3Cl" ,r o C1p 24" r r 7"'"'i l • r i 235th blare Southwe- t N (IN FEET) 1 inch = 20 ft. Applicant: Howland Homes LLC 19237 Aurora Ave N Shoreline, WA 98133 Phone: (206) 542-9096 Fax: (206)542-6570 Comtact: John -Bissell �- 14o vdt -ra IR Tl es LLC-T - - — 19237 Aurora Ave N Shoreline, WA 98133 Phone: (206) 542-9096 Fax: (206) 542-6570 Scope of Work Demolish and remove all buildings currently existing on the site, and shown on attached subdivision site plan. Demolition Square Footage Existing garage: 1256.50 sq. ft. Existing house: 703.62 sq. ft. Total Demo sq. ft. 1960.12 sq.ft. Legal Description: Lot, City of Edmonds Short Plat File No S-00-100 I';• W. V4 � i +GI N , Est Robar & Cap Rec. # 200102085004 10 Lis ` d ► ?', Found 2" Brave Dome 1d+'ERTICAL 0 �. »� A 1 1rEG►. 7p7.12w/ Punch, Drawn 0.6' CONTOUR VERVA#r 2 FM SS S5 aS Zoning: RS-8 Tag Account # 3627-032 011-0007, subdivided into lots 1 & 2. .� SURVEY IN THE: S.W. 1 /4, N.W. 1 /4 SEC. 36, TWP. 27N., RGE. 3E., W.M. SHORT SUBDIVISION FOR Harland Homes LLC 10629 235th Place SE Edmonds, WA 98026 EMERALD LAND SURVEYING, INC. PO 'BOX. 13694 MILL CREEK, WA 98082 PH, (426) 359--7198 SHEET OF �j --"-) 'UiO s C2 a- r�s �c+ ,�s�2 - b20)ga SW 1/4, NW 1/4, SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST,, W.M. IFFF Mum mv 0�1 Sherwood Viltage Vol. 14 Pg. 82 Lot 16 t-ot 17 Lot 18 N 88", 9'17" W L Li -.o o' n R., Found n 22a 2.S 0.4Z Wilar:013 8TOO� 230 S. I-ot I Lot 2 T, 0 W 0 Hose B)b i 'ON ON 2012 A ff EL= 228.00 IRA( 527.00 < 0 01 W X r r 226-710 X. -T 1 %51 jl� ON 2736 226.70 L 1.6.3 .......... 226.85.1 &50%227.25- [A4 . ON, W... .......... and I W WVP Pe T.L. 2-027 yyj-'t ZAAIA / ,1 1 , i. - I - 1'.,)�_ - .:TM„ ec; _ -CC- _ e, 235-t1c-r Pface Southwest TEMPORARY EROSION -CONTROL PLAN SCALE: 1" = 20# C=TWTWKEYNM - MM-CONIM (LEAPING LIMITS. ALTER FABRIC FENCE/CLEARING LIMITS PER DETAIL f�:fA TREE PRESERVATION. SITE DEVELOPMENT IS TO PRESERVE AS MANY TREES AS POSSIBLE. MSIT-RUCION ENTRANCE PER DETAIL ESE PLAN Note: Existing Structures are to be Removed. 707.12' -WA, WA ---- Ex. SSMH LEGAI. DESMSYM THE EAST 151 FEET OF THE MST 454. FEET OF THE NORT14. 161"; FEET OF THE SOUTH ONE-HALF OF THE SOUTH ONE-HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.; LESS: COUNTY ROAD - SITUATE IN THE 6&kY OF SNOHOMISH, STATE OF WASHINGTON VERTICAL DATW ASSUMED, StREET OW C1.1 COVER SHEET, GENERAL NOTES AND I ESC PLAN C2.1 DRAINAGE, SEWER AND WATER PLAN C3.1 -SITE IMPROVEMENT PLAN 226TH ST SW 229TH_ ST SW 104 229714. PL SW -9 226 STSW T[ I ST SW T[ I PL SW 231STSTSW ROBIN NOTTINGHAM-RQ PL SW PROJECT SITE 20TH- ST SW &"Aftiall-oftle all A� ILI W C=NGiN6C=R1NG I II MAIN STREET, SUITE.. 106 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 CITY OF EDMONDS NOTES' MM& NOTES EROSION CONTROL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS.- STANDARDS,. THE FOLLOWING- SPECIFICATION& ANSI CODES, 20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER 18-30-050 DEVELOPMENT APPROVAL STANDARDS FOR EROSION AND 9. ESC MINIMUM REQUIREMENT - SEDIMENT TRAPPING. PRIOR TO LEAVING ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE SEDIMERTATION CONTROL (ESCPLA& THE:. SffE; - STORM- WATER- ROW - SHALL ASS-THROUGI+-A SEDIMENT AND ALL OTHER APPLICABLE LOCAL, MUNICIPAL, STATE, AND FEDERAL CODES, POND OR SEDIMENT TRAP, OR OTHER APPROPRIATE BMPS. SEDIMENT COMPLETION- OF CONSTIMTIM SEE EROSM COKTROL PLANS. FOR.. SPECIFIC. M RULES AND REGULATIONS- A. ESC MINIMUM- REQUIRE10TS. ALL ACTIVITIES NECESSITATING A- PAND, TRAPS, PERIMETER DIKES; SED16i BARRIERS, AND -1997 UNIFORM-BUILDW CODE- GRADING AND EROSION CONTROL REQUIREMENTS. CLEARING OR GRADING PERMIT AND ALL UTILITY PROJECTS CONSISTING OTHER BMPS INTENDED TO TRAP SEDIMENT ON -Sit SHALL BE 21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY OF MORE THAR 500- LINEAL FEET OF TRENCH-- EXCAVATION- SHALL BE CWTWTM--AS- k FIRST. S70`14 WADtN& :�ESE BMPS- SHALL BE -2000 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND SWEEPM WASHING- OF THESE STREETS WILL NOT BE ALLOWED- WTHWT PRIOR - REQUIRED TO CONTROL EROSION AND SEDIMENT DURING CONSTRUCTION FUNCTIONAL BEFORE LAND DISTURBING AnatsTAK PLACE. 1.I AN A P p MUNICIPAL CONSTRUCTION APPROVAL AND- TO PERMANEM, STABILIZE E*M: SOIL RESULTING FRW- EARTHER'STRUCTURES7, SUCH'AS7 DAMS; DIKES; SHALL CONSTRUCTION. PROJECTS INVOLVING.A CRITICAL AREA MAY ALSO BE BE SEEDED AND MULCHED ACCORDING TO PR ;TIMETABLE. -WASHIINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT 22.* W PROJECT 'iS'NOT- A BALANCED' EARTHWORK PROJECT BOTH'EXPORT- REQUIRED. T(Y* COMPLY WITH ANY'COMOKAIM'OF" THE- ESC'MINUM'' 10. ESC MINIMUM REQUIREMENT - CUT AND FILL SLjj UT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) IN NER AND FILL AND IMPORT. OF SOIL AND. ROCK . MATERIALS. ARE. REQUIREDi,. REQUIREMENTS. COMPLIANCE WILL BE DEMONSTRATED THROUGH THE SLOPES SHALL BE DESIGNED AND CONSTRUCTED THAT 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER 23. SLOPE OF FINISHED GRADE SHALL BE CONSTMt BETWEEN FINISHED IMPLEMENTATION OF AN APPROVED ESC PLAN. GUIDELINES FOR WILL MINIMIZE EROSION. IN ADDITION, SLOPES SHALL BE STABILIZED IN PREPARING ESC PLANS ARE PROVIDED IN THE MANUAL THE PLAN ACCORDANCE WITH ESC REQUIREMENT NO. 2. z TO WSOOT STANDAR[Y PLAN& FOR 101% BMW ANfY MUNMAL CONSTRUM. CONTOURS OR SPOT ELEVATIONS SHOWN. 0 MUST ADDRESS THE FOLLOWING REQUIREMENTS. 11. ESC MINIMUM REQUIREMENT - CONTROLLING OFF -SITE EROSION. CL 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBS111E WHENEVER 24.. FINISHED.. GRADE SHALL SLOPE AWAY FROM. BUILDING- WALLS AT MINIMUM 51. PROPERTIES AND WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES CONSTRUCTION IS IN PROGRESS. 1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE. 0� SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE U CONSTRUCTION VEHICLE ACCESS SHALL BE,.. WHENEVER PRACTICAL,_ VOLUMEj.. VELOCITY, AND PEAK FLOW RATE OF STORM WATER RUNOFF W 4. DEV[ATTONS7FRO M6 1Rta'PLANS 'MUST' -BE -* APPROVED 'BT'THE 'ENGINEER 'OF " 25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN LIMITED TO ONE ROUTE, ACCESS POINTS SHALL BE STABILIZED WITH FROM THE PROJECT SITE. RECORD_ANft..THE_LOCAL GOLVERNING.. AUTHORITY... SHORING -AND. - BRACK -AS- NECESSARY TO, PROTECT WORKERS; 060%. QUAMY SPALLS-.Ok CRUSHED ROCK. TO. -MINIMIZE.- THE. TRACKING. OF. 12- ESC.. MNWJM_ REQUIRD"T - STABRIZATIM OF TEMPORARY. 5. CONTRACTOR, SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A CONVEYANCE CHANNELS AND OUTLETS. ALL TEMPORARY ON -SITE ON A SET OF 'AS -BUILT` DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING ROAD. SURFACE,. THE ROADS. SHALL. BE CLEANED. THOROUGHLY AT THE CONVEYANCE. CHANNELS. SHALL, BE DESIGNED, CONSTRUCTEDAND.. END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY STABILIZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF CONDnM ON-. ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL Ta THE < EMBANKMENTS; CONTRACTOR -SHALL ALSO, BE RESPONSIBLE- FOR REMOVAL OF SHOWLING- OR. SWEEPING-. AND_ BE TRANSPORTER TG..A- C014TROLLER FLOW- FROM A TWO-YEAR, 244iOUR- FREQUENCY STORM. FOR THE OWNER* PRIOR TO PROJECT COMPLETION AND ACCEPTANCE. SHORING AND BRACING, AS REQUIRED. SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL DEVELOPED CONDITION. STABILIZATION ADEQUATE TO PREVENT EROSION 6. ELEVATIONS SHOWN ARE IN FEET. SEE. SURVEY FOR BENCHMARK INFORMATION. 26. CONTRACTOR SHALL NOTIFY THE OLYMPIC MEW WATER AND SEWER DISTRICT BE ALLOWED- :ONLY- AFTER. SEDIMENT IS REMOVED-, 9 THIS MANNER.: OF. OUTLETS; ADJACENT STREAM -- BANKS; SLOPES* AND DOWNSTREAM 2. ESC MINIMUM REQUIREMENT - STABIUZA11ON OF EXPOSED AREAS. ALL REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE 24TO, 72 HRS Itt ADVANCE OF ALL WATER SERVICE Iht1ERRD1P11ONS, IfYDRAWT SWTOFFS. SOILS- EXPOSED— BY-- LAND- - DISTURBING- ACTIVITIES SHALL BE -STABILIZED- SYSTEMS. 1 THE LOCkW OF EXISTIN0. 11TIUlIES AND. SITE ' FEATURES. SHOW14-HEREOR - HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM STREET CLOSURES WILL NOT BE ALLOWED. STEEL PLATES SHALL BE USED IF NECESSARY. BY SUITABLE APPLICATION OF BMPS, INCLUDING_ BUT NOT LIMITED TO, 13. ESC MINIMUMREQUIREMENT - STORM DRAIN INLET PROTECTION. ALL AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROMMATE OILY CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST SOD, HYDROSEEDING, OR- OTHER- VEGETATION, PLASM COMM, OR STORM-' DRAIN- -INLETS MADE OPERABLE DURING - CONSTRUCTION— SHALL-- DESIGNi AN NOT NECESSARILY- COMPLETE. IT ISM -SOLE RESPONSIBWTY-OF THE MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED BE -PROTECTED SO THAT STORM- WATER RUNOFF SHALL NOT 'ENTER OBTARM'WRITTEW APPROVAL FROM"THE'ARE WARSHAL IK 'ACMANCE 47K THE MANUAL THE EXPOSED- SOILS SHALL BE THE CONVEYANCE SYSTEM- WITHOUT, FIRST. BEING RLTEREIY'OR* CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY 27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO OTHERWISE TREATED TO REMOVE SEDIMENT. DRAWN LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM 14- ESC REQUIREMENT REMOVAL OF TEMPORARY`BMPS' ALL TEMPORARY CHECK' LIWTIES NOT SHOWN- HEREON-- WHICH-- MAY BE AFFECTED, By THE IMPLEIAWTAIM APPROPRIATE UTILITY COMPANIES. CONNEC11ONS TO EXISTING UTILITIES SHALL OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN 30 FROM MAY 1 THROUGH SEPTEMBER 30). DAYS AFTER ANAL SITE STABILIZATION IS ACHIEVED OR AFTER THE JOB NOi OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND BE. MADE. ONLY. W[TH_ THE.. MTTEN. - APPROVAL OF THE. A1.11HO'RITIES. GOVERNING. 3, ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES, TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS SAID UTILITIES AND NTH - 72 HOURS ADVANCE NOTICE. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS DATER BEFORE TRENCHM FOR"NEW"'UTITIES. CG'ENGINEERW ASSUMES NO 28. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO DEPOSITION. RY..APPROPRI.ATE_. USE-. OF VEGETATIVE. BUFFER. STRIPS,.. RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED. - ----- SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A 15. EROSION AND SEDIMENT CONTROL. REQUIREMENT - DEWATERING RESPONSIBILITY FOR THE. COMPLETENESS OR ACCURACY OF THE EXISTING CONSTRUM N WORK. SHALL BE REPAIRED AT. COUTRAGTWS EXPENSE AND COW31NATKN. OF THESE MEASURES. AND OTHER APPROPRIATE BMPS.. CONSTRUCTION SITES. DEWATERING SYSTEMS SHALL DISCHARGE INTO A UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. INSPECTED AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 4. ESC MINIMUM REQUIREMENT - MAINTENANCE. ALL EROSION AND SEDIMENT TRAP OR SEDIMENT POND; 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING 29. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION. WHERE NO SEDIMENT CONTROL BMPS SHALL BE. REGULARLY INSPECTED -AND- 16- - 9MOR. AND. MXMENT CONTROL REQUIREMENT - CORTROLOF MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION SITES. ALL CONSTRUCTION. AND. SHALL CORTACT. THE UNDERMOM -UTILITIES. LOCATION MMEN-9014S ARE INDICATEDii. LOCATIONS MAY BE SCALED- FROM, DRAWINGS,. HELD THEIR INTENDED, FUNCTION; ALL - MAINTENANCE AND. REPAIR SHALL BE POLLUTANTS- OTHER THAW SEDIMENT. THAT .00CUR.. Oa..S[TE. DURING. SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE. CONDUCTED IN ACCORDANCE NTH THE MANUAL CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE 30. WERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6' OR LESS, 5.- ESC- MINIMUM- REQUIREMENT - OM BMPS. AS - REQUIRED - BY THE THAT DOES NOT CAUSE - CONTAWNATIOR. OF STOW - WATER, CITY, OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF 17. EROSION AND SEDIMENT CONTROL REQUIREMENT - FINANCIAL PROJECT SITE BEFORE STARTING--WORKAND-SHALLNOTIFY ONVS.- PLACE POLYETI+*&EW PLASTIC FOAM-- AS -A CUSHM BETWEEN THE UTILITIES. INCREASED RUNOFF SHALL BE APPLIED, LIABUTY: PERFORMANCE BONDING, OR OTHER. APPROPRIATE FINANCIAL REPRESENTATIVE OF MY" DISCREPANCIES 31. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE 6. EROSION AND SEDIMENT CONTROL REQUIREMENT - UNDERGROUND INSTRUMENTS, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO UTILITIES WITHIN THE BUILDING. V CWSTRUCIT� 1W CONSTWMOF UNDERGROUND? UTILITY- COMPLIANCE WITH THE APPROVED- EROSION AND SEDIMENT CONTROL FIELD- - CONDITIONS. APPLICABLE) LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING- PLAN. (ORD. 3Oi3 § 1, 19951 32-. SEE ELECTRICAL DkAWINGS (WHERE FOR EXTERIOR-- ELECTRICAL A.- BMW 'CONTROL FOR 'EXCAVATED AND STWRD- MATERIALS, 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT WORK. 33 SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR- Sri MATlOg B. THE PLACEMENT OF EXCAVATED MATERIAL WERE CONSISTENT WITH .(WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE SAFETY AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE SYSTEM. UPHILL SIDE OF TRENCHES; CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED- IN STRICT 34. THE CONTRACTOR SHALL CONNECT WATER AND SEWER SERVICES IN C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT CONSIM71M SEWM- COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. ACCORDANCE WITH OLYMPIC VIEW WATER AND SEWER DISTRICTS TRAPS,. SEDIMENT PONDSr- OR. OTHER, -ACCEPTABLE MEANS. I. FLAG LIMITS OF CLEARING. STANDARD DEVELOPER EXTENSION AGREEMENT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO 2. INSTALL CONSTRUCTION ENTRANCE. RECOMMENDAIM-- OF THE PWIECT CEOIE Won CITY THE CONTRACTOR SHALL REMOVE- ALL TREES AND STUMPS IN THE HAUUNG; 3. INSTALL ALTER. FABRIC FENCE, CITY RIGHT-OF-WAY IN CONJUNT)ON WITH THE ROAD WIDENING. E. DAILY CLEANUP AND STREET MAINTENANCE. 4. HAVE EROSION CONTROL, MEASURE INSPECTED BY CITY13. MANHOLES, CATCH BASINS,. UTILITIES AND PAVEM94T SHALL- BEAR ON DRAINAGE NOTES 7, ADDITDK- ESC MINIMUM -REQUIREMENTS.. FOR. LARGER.- DEVELOPMENTS: OF EDMONDS. BUILDING. DEPARTMENT... ALL TEMPORARY. . �d MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL 1. ALL STORM SEWER PIPE SHALL CONFORM TO THE CITY OF EDMONDS STANDARDS. ALLNEW DEVELOPMENT AND REDEVELOPMENT THAT INCLUDES LAND SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE L1j IF SOIL IS*DISTURBEIY,' SOFT, LM'WET-OR"IFORGANIC 'MATERIAL IS" DISTURBING I.ACTIVITIES --OF-GREA-TER- THAN; OR--EWAL TO; ONE --ACRE AND.. INSPECTED PRIOR TO ANY.. CONSTRUCTION.. OR. SITE CLEARING. 2. PRESENT, AT SUEIGIWE ELEVATION,. REMOVE,AND REPLACE_ WITH.. COMPACTED.. ALL PIPE SHALL BE PLACED ON STABLE EARTH, OR COMPACTED GRAVEL MATERIAL IN ADDITION TO MEETING THE MINIMUM REQUIREMENTS SET FORTH 5. DEMOLISH EXISTING STRUCTURES. 3. J . . BACKFILL- SHALL BE- PLACED - EQUALLY- OR BO1H- SIDES OF� THE PIPE- OR--PIPE-AR(H INLAYERS ABOVE SHALL COMPLY WITH ESC REQUIREMENTS LISTED- BELOW.- & CLEAR, GRADE AND- ROUGH.. GRADE REMAINDER OF SITE.. U) STRUCTURAL FILL PER GEOTECHNICAL REPORT. WITH A LOOSE AVERAGE DEPTH OF 6, MAXIMUM DEPTH 8% THOROUGHLY TAMPING EACH LAYER. 8. ESC MINIMUM REQUIREMENT - DELINEATE CLEARING AND EASEMENT REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE 14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS COMPACTED} LAVERS MUST EXTEND,- FOR ONE DIAMETER- 04- EACH SIDE OF THE PIPE OR TO -THE LIMITS-- IN THE RELIx MARK cLEARNG- umn-AmD/OR ANY. EASEMENTS ,-- DISTURBANCE IMMEDIATELY AFTER.- ROUGH, GRADING.. OF BULNGS, LANDSCAPER AREAS, AND - OTHER.. PROPOSED. OR EXISTING. SITE SIDE OF THE TRENCH. (REFER TO WSDOT STANDARD SPECIFICATION 7-04.3(3) AND STANDARD SETBACKS, SENSITIVE/CRITICAL AREAS AND THE BUFFERS, TREES AND 7. INSTALL SITE IMPROVEMENTS. SPEMCATIM-- 2-0,13(14)C, ME1HOD R k C. 0. STABUZE AND.-REVEGETATE ENTIRE SITE. 0 FEATURES. 4. BACKFILL MATERIAL UNDER PAVEMENT (PUBLIC OR PRIVATE) ATE) SHALL BE COMPACTED TO 95X DRAINAGE COURSES. 9. REMOVE EROSION CONTROL FEATURES AND ESTABLISH r t5. SEE ARMITEMM Ok FOk PERWTEk P OR ARI 61- USE REASONABLE CARE R-HANDLING-AND-VSTALLATIO14i LANDSCAPM AND PERmANEtavEGETATION- L0 5. ALL DRAINAGE PIPE COUPLINGS, FITTINGS, ADAPTERS do APPURTENANCES FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN ONES. SHALL BE SPECIFICALLY rc4MI FOR THE INSTAUM, PIPE AND. SHALL BE THEY ARE NOT TO BE CONNECTED TO THE DETENTION SYSTEM BUT MAY BE INSTALLED PER MANUFACTURERI'S RECOMMENDATIONS. z CONNECTED' TO THE -'OUTFLOW- WE OF'THE CONTROL STRUCTURE' J.. Z, 1: ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE NOTED.; 16.. ALL. REQUIRE11. STORMWATERTACILI.TIES-MUST BF-CON.5 RUCTED...AND. IN. :t ALL dkTdf.B'AS'IN'S. WITIt. A_ -DEPTH. OVER, 5.0. FEET TO.. THE. FLOW LINE. SHALL BE A OPERATION PRIOR TO INSTALLATION OF MY PAVEMENT UNLESS OTHERWISE TYPE 11. CB OR LARGER - (MANHOLE).' APPROVED BY THE ENGINEER. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR. ADJUSTING ALL MANHOLE, INLET, AND. CAICK. BASIN FRAMES AND GRATES JUST PRIOR TO POURING OF CURBS AND PAVING. 17. ALL ROOF DRAINS, PERIMETER FOUNDATION_ DRAINS, CATCIi. BASINS. ANDL PAVEMENT LEVEL 4 ALL CATCH BASK GRATES SHALL BE SET TO, PAVEMENT OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM. 5. ALL TYPE 11 CATCH BASIN MANHOLES, INLET, AND CATCH BASINS SHALL HAVE LOCKING LIDS. 18.. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR 6. STANDARD- LADDER STEPS SHALL BE PROVIDED, IN ALL CATCH BASINS AND, MANHOLES EXCEEDING 5 FEET IN DEPTH. INSTALLATION- OF ALL SITE IMPROVEMENTS- INDICATED}- ON THESE DRANGS. 7. CATCH. BASK. GRA1E:S IN CITY RIWT-OF-WAY SHALL BE SET TO- RWSHED, GRADE, NOT 19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE BELOW PER CITY OF EDMONDS STANDARDS. SHALL BE RETURNED TO THE EQUIVALENT OF THOR PRECONSTRUCTION CONDITON IN ACCORDANCE WITIf APPROPRIATE REWREMENTS AND STANDARDS. OBJECT TO- CHANGE.. DO NOT USE. FOR_CONSTRUCTION OR BIDDING PURP SHEET: D vil NW.5 CVVK JSH 00107.20 1-18-01 V) Lil F_ 0 z Ld z Lij 0 60 LIJ Ld Z* V) CL > (.y. 0 V) 5 o LLi ! T SIGNED AGENCY APPROVAL STAMP. CALL BEFORE YOU DIG 1-800- -55 L/) /- to /0 y AVOW "6-a "Ve 5ed 6�r FED 2 DEVELOPMEN-i CITY C)F :7- '7 1 1 • DA Zone N.W. 1 /4, SEC. 36 T.27N., R.3 E.W.M. 053 r. W. - -- V Q 1 �22606 ° p� ^ 150q S' o 6"3 22604 I 605 3 0 o g n 1506 ?� vi N b ^ 1 v o ,`. 615 2261 6T PL. $ i w 1504 1505 n6 N 22623 22624 2625 N SOB v ^ M06 1509 053 ^ 1 2263t 22630 2631 $ $ $ i r• ^ �( Co / b 22701 D 22628 w W rrz 1508%1515 1$11 615 -- .a 22703 22704 22W - V. 1--- -- 1 `� P EomoN05 MEM. Q N 22711 O 2270 U712 zz711 2z7/1 N a ^ CEMETERY %* 22719 22720 g n b c �M Q IQ 27/9 !^ �� ^ %t 22725 2272'1 r M9 n728 — $ ^ �' C^i ' "� ro 7129 $= i 1.`-111 L.J ^ �'� �Cr+•t7r• a a yf N 21g 2� 2?p 228u�Zq A 22805 1226 W. �` p 22808 807 22740 BAIL FIELDS !2B17 22821 12 V 821 22818 22813 *! ?2815 c 22620 7 T1 On2 S Sri. i831 22629 2210 ?283, 12830 SHERWOOO *° 22831 ,°, �/fi RV,,or;IhS- T ELEM . SC H. m "' 19 r c � � � � � 22901 ti kayz 2907 � V ,01 KBE�SON ne p c o = •VEN. U 291 2915 O P( S. W. ,;lcoti� 122910 3 29/$ _ ° / 218 8 2291 l FR PKIMf g N 3 OVA �.. 22920 291.q 229&S �.. �° ^ o r-� GIhE r �J�VJJ 1 j 23ooq ► � 23006 � 230a8 1 �Co 236z0 23629 23024 23027 1 23100 23103 2 1 , 431-60 1 _ 1 i 1 1 1 r 1 I BASE BA L� _ ,KpLHALIiI\ POOL Q%l z3L!�S On P36� 13614 ri O 236: SALEM LUTHER CHURCH 3 NOTICE: No warranty of accuracy. The information shown on the attached map(s) was compiled for use by the City of Edmonds, its Employees and Consultants. The City of Edmonds does not warrant the accuracy of anything set forth on these map(s). Any person or entity requesting a copy should conduct an independent inquiry regarding the information shown on the map(s), including, but not limited to, the location of any sewer stub shown. Such sewer stubs may or may not exist and may or may not exist at the location shown. Neither the City of Edmonds nor its employees or officers shall be liable for the information given on map(s), nor for any one representation provided based upon said map(s). City of Edmonds SP #S-00-100 Nottingham 'Road, Found MIC Cane w/ Tack in Lead, Down 0.4 ' 1 I I I Sherwood Village I I I Vol: 14 Pg. 82. Lot 16 Lot 17 I Lot 18 I I 0.21' I N 88*19*17" W 151.•00' Chain Link Fence 4 wrnd 1 O ron s °" 70` 81.00' Found 1/Y Iron Pipe in 0.3w w&0.01 s B.S.BT.-- � B.S.B.L. 7.5' Lot 1 7.5' 7.5' � 10,150 Sf Lot 2 IC; - -T_ 11,745 Sf 32.33' 3Q,p' �.. `A 7.5, 0 ® W Garage ...::•. :�` A 0_11 Hose Bib `l �` •.•.,� c� a� 40.44' T.L. N T.L. $ 2-027 0 2-012 . Or a I3 se cO tlou L #14629 �- 1 MERIDIAN PLAT OF SHERWOOD VILLAGE. GRAPHIC SCALE —20 0 10 20 49 (IN FEET) 1 Inch = 20 ft. LEGAL DESCRIPTION THE EAST 151 FEET OF THE WEST 454 FEET OF THE NORTH m 165 FEET OF THE SOUTH ONE—HALF OF THE. -SOUTH ONE—HALF. OF THE SOUTHWEST QUARTER OF - THE NORTHWEST QUARTER o OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 .EAST, ' W.M; n 1 LESS COUNTY ROAD. a m SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. LO 0) O SURVEY NOTES ES Z 1:1c .: INSTRUMENT USED: SOKKIA SET 5 EDM to ILA > ; .c :► o Note: I a' Existing Structures are to be 1 Removed Prior to the Issuance of. any Building Permits. Setbacks shown for reference only and vest no right. OIn 3 ( N N Egress N gress, i CO , O E 1 Fence Corner g ,•: ::� 0.82' N & 0.82' w Easement of Property Corner 70.Q0'4 SetR eb (tyCap N 8819'17" W 151.00' ION Wood & wire Fence X�_x "x `� i t x a Found Z Brass Dome N 88'19'16" W 'L �- �_.� ' 707,12' w/ Punch, Down 0.6' I - I/ E g f e t 235th Place Southwest I I Calc'd. Quarter Corner Per Plat of Sherwood Village. Access to Corner IWas Denied by Property Owner. i. _ South Line Northwest Quarter 35 36 _-4— —S 88' 19' 17" E 454.00'(Deed) -` Ad N SS SS. SS SS SS Ex. SSM Rim 221:59 0) �1 � L . OF ag "fir SHORT SUI 0. Howland 10629 2% 3059Edmonds METHOD USED: FIELD TRAVERSE APPROXIMATE POINT ACCURACY: f0.05' SURVEY MEETS OR EXCEEDS..STATE STANDARDS PER WAC 332-130-090. MONUMENTS SHOWN HEREON WERE VISITED ON JUNE 1,. 2000. THE INFORMATION SHOWN .ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON THE INDICATED DATE AND CAN ONLY BE CONSIDERED AS THE GENERAL EXISTING CONDITION AT THAT TIME. NO EASEMENTS, RESTRICTIONS OR RESERVATION OF RECORD WHICH WOULD BE DISCLOSED BY A TITLE REPORT ARE SHOWN. R C c EI%fFD FEB - 9 2091 PLANNING x DEBT I . uwea, wuarntrn,k,mw^rw., n, .ugh t,,;�,x'"v (fix ear ru s arrsw auaa &4}� 'S:utuutnruw.rry "uan,s�in;,�L .a �a;.C+x^''�1 �at.w;nma,:n'� ww;,snunrtm u'�+urve5�� y,"�,+wasiuvess. �Wn.�f� ��, � ;rasama�sea�,mun er'w ,�fitt�+aa.m. a;usvanr�nsM�x7uns aaxt,a�ue� $y�iJ$�'�' y.:aux nnX 3, �w�ttzzwxuwrrs� w iva�g,,� � �ura"�a,� ' w.aaeua� ��. varrw�� Y,v„att�e�F.y� f,"+u"'rfrti.'am. ?� 4j•3 i;. '•`* to i4 xirrs.,vo-s;,'�, ,� �'•� ur ktt., `' t nu:ai �,;z �""` "n k nW.uar�ra?�aans �4�sr�,� ��'§1„:' � �"'^ny�,w•aau� �i % o-ks •u+�r�r ��;fi�r� �� j r Sherwood r: g� c±�A;' Lot 17 Lot 8 I {'1 `83u>"�1 C.3?1 -7 ro: lA - Found 1/2" Iron P>pa;w. ! •-.• ,. 11 y r p f W��- .fir. 0.42' W de 0.32' S ,.... _ ,r �• - r ray Lot I vo 41 '< 1 , l 41 r ,A FF EL= 228.00 CAR AGE Y] J'iJl'. �;;�} � EL=227.00 f 1�t;J ;�p i i^ 4 I'i 11 i I '•titi� ; � �� •; ' I , .4 lei ! Q Y/ L p 4' ••"3L/ c^ f`• ;; ) =~fir r/ 5- Y 1,D 227.70 �f' T226.70 } *�,' 111 0 N N 88'19' 16 ",, IN 235th Place Southwest SCALE: 1" = 20' CONSTRUCTION KEYNOTES - EROSION CONTROL CLEARING LIMITS. Ln % , co T\ FILTER FABRIC FENCEALEARING LIMITS PER DETAIL v TREE PRESERVATION. SITE DEVELOPMENT L '- IS TO PRESERVE AS MANY TREES AS POSSIBLE. 3 CONSTRUCTION ENTRANCE PER DETAIL 4.) r, 3 0 L I SW 1/4, NW 1/4, SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. and 1/2" Iron Pipe i8'W�0.01'S Note: ExisUnq Stvuclure, -are! to be Re, mQ`rlx ;I. Set Rebar do Cap LS 30:581 (tW) rV WA E-x SSMH M 10 20 707.12' f xis, r >xi x t Tyr LEGAL DESCRIPTION THE EAST 151 FEET OF THE WEST 454 FEET OF THE NORTH 165 FEET OF THE SOUTH ONE-HALF OF THE SOUTH ONE-HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.; LESS COUNTY ROAD. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. VERTICAL DATUM ASSUMED SHEET MR CIA COVER SHEET, GENERAL NOTES AND ESC PLAN C2.1 DRAINAGE, SEWER AND WATER PLAN C3.1 SITE IMPROVEMENT PLAN VICINITY MAP eNGINeeRING 111 MAIN STREET, SUITE 106 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 S �9 N IZ) CITY OF EDMONDS NOTE EXPIRES:11 1 i GENERAL NOTES EROSION CONTROL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE 20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER 18.30.050 DEVELOPMENT APPROVAL STANDARDS TOR EROSION AND 9. ESC MINIMUM REQUIREMENT - SEDIMENT TRAPPING. PRIOR TO LEAVING CITY OF EDMONDS STANDARDS, THE FOLLOWING- SPECIFICATIONS AND CODES, ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE SEDIMENTATION CONTROL (ESC) PLAN. THE SITE, STORM WATER RUNOFF SHAWL PASS THROUGH A SEDIMENT AND ALL OTHER APPLICABLE LOCAL, MUNICIPAL, STATE, AND FEDERAL CODES, COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC A. ESC MINIMUM REQUIREMENTS. ALL ACTIVITIES N(,',ESSITATING A POND OR SEDIMENT TRAP, OR OTHER APPROPRIATE BMPS. SEDIMENT PONDS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND RULES AND REGULATIONS: GRADING AND EROSION CONTROL REQUIREMENTS. CLEARING OR GRADING PERMIT AND ALL UTILITY P«JECTS CONSISTING OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE -1997 UNIFORM- BUILDING CODE 21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY OF MORE THAN 500 LINEAL FEET OF TRENCH EXC+,VATION SHALL BE CONSTRUCTED AS A FIRST STEP IN Gr DING. THESE BMPS SHALL BE -2000 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR REQUIRED TO CONTROL EROSION AND SEDIMENT DIRING CONSTRUCTION FUNCTIONAL BEFORE LAND DISTURBII- .ACTIVITIES TAKE PLACE. MUNICIPAL CONSTRUCTION AND TO PERMANENTLY STABILIZE EXPOSED SOIL RESULTING FROM EARTHEN STRUCTURES, SUCH AS DAG\.f DIKES, AND DIVERSIONS SHALL APPROVAL. CONSTRUCTION. PROJECTS INVOLVING A CRITICAL 61?EA MAY ALSO BE BE SEEDED AND MULCHED ACCORDIN TO AN APPROVED TIMETABLE. -WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT 22• THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT: BOTH EXPORT REQUIRED TO COMPLY WITH ANY COMBINATION OF'5HE ESC MINIMUM 10. ESC MINIMUM REQUIREMENT - Ct T AND FILL SLOPES. CUT AND FILL MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. REQUIREMENTS. COMPLIANCE WILL BE DEMONSTROD THROUGH THE SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER 23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED IMPLEMENTATION OF AN APPROVED ESC PLAN. GUIDELINES FOR WILL MINIMIZE EROSION. IN ADDITION; •SLOPES SHALL BE STABILIZED IN PREPARING ESC PLANS ARE PROVIDED IN THE MAI�.;AL THE PLAN ACCORDANCE WITH ESC REQUIREMENT NO. 2. o TO WSDOT STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. CONTOURS OR SPOT ELEVATIONS SHOWN. MUST ADDRESS THE FOLLOWING REQUIREMENTS: 11. ESC MINIMUM REQUIREMENT - CONTROLLING OFF -SITE EROSION. 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER 24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 57, PROPERTIES AND WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES CL CONSIRUCTICRJ IS IN PROGRESS. SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACESS ROUTE. SHALL- BE PROTECTED FROM EROSION DUE TO INCREASES IN THE U CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PR&]CAL,, VOLUME; VELOCITY,. AND PEAK FLOW RATE OF STORM WATER RUNOFF W 4. DEVIATIONS FROM THESE PLANS MUST- BE- APPROVED BY THE ENGINEER OF 25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN LIMITED TO ONE ROUTE, ACCESS POINTS SHALL W' STABILIZED WITH FROM THE PROJECT SITE. A RECORD AND THE LOCAL GOVERNING AUTHORITY. SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING QUARRY SPALLS OR. CRUSHED ROCK TO. MINIMIZE IHE TRACKING OF 12. ESC MINIMUM REQUIREMENT - STABILIZATION OF TEMPORARY 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS Tf:ANSPORIED ONTO A CONVEYANCE CHANNELS AND OUTLETS. ALL TEMPORARY ON -SITE '110ROUGHLY ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF. GROUND OR CAVING ROAD SURFACE, THE ROADS SHALL BE CLEANED AT THE END OF EACH DAY. SEDIMENT SHALL BE, REMOVED; FROM ROADS BY CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF w CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE EMBANKMENTS: CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHOVELING OR SWEEPING AND BE, TRANSPORTED' T' ' 'CONTROLLED FLOW FROM 'A :TWO-YEAR, 24-HOUR .FRE(�1ENCY'. STORM THE OWNER PRIOR TO PROJECT COMPLETION AND ACCEPTANCE. SHORING AND BRACING AS REQUIRED. SEDIMENT DISPOSAL AREA WITHIN. 24 HOURS. STR! r;: fjKSi11NIr SHALL DEVELOPED GONDITION. STABILIZATION ADEQUATE TO PREVENT EROSION Y � 1 t r n '� p C v C! / BE fiL�OWE ONLY ., 1 � R,1T:R SEDIMENT IS REMO'du' „1� MAr�,I OU t, . TLETS, . U11lTS, 'rtDJAGLhT STREAM BANKS, SLOPES AND DOWNSTREAM - i nr t Y 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. _� , NOTIFY THE OLYMPIC VIEW WATER AND SEWER DI.;tRICT _ 26. CONTRACTOR SHALL 011 E 2. ESC MINl�MtUM REQUIREMENT STABILIZATION U �;,' ,,,� r5RE�1�."ALL REACHES SHALL BE PROVIDED ��T ii-IE OUTLETS OF• ALL CONVEYANCE 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREGI 24 TO 72 HRS IN ADVANCE OF ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS. -SOILS EXPOSED BY LAND DISTURBING ACTIVITIES "i l 13E Sl'A- LIZED SYSTEMS. HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM STREET CLOSURES WILL NOT BE ALLOWED. STEEL PLATES SHAM BE USED IF NECESSARY. BY SUITABLE APPLICATION OF BMPS, INCLUDING, F; Sri? i 1T'L911, D TO,_ '.3. ESC MINIMUM REQUIREMENT - STORM DRAIN INLET PROTECTION. ALL AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNIED,.AND MAINTAINED S'`;ORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORM WATERRUNOFF SHALL NOT ENTER DESIGNI DRAWN• AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL IN ACCORDANCE WITH THE MANUAL THE ;EXPOSED SOILS SHALL BE THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY 27, COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY STABILIZED ACCORDING TO AN APPROVED TIMETABLE. TYPICALLY, NO ( OTHERWISE TREATED TO REMOVE SEDIMENT. CHECKi LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND SOILS SHALL REMAIN EXPOSED FOR MORE THAN IvVO DAYS FROM 14. ESC REQUIREMENT - REMOVAL OF TEMPORARY BMPS. ALL TEMPORARY OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN 30 JOB NO, UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL FROM MAY 1 THROUGH SEPTEMBER 30). i DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND BE MADE ONLY WITH. THE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING 3: ESC MINIMUM REQUIREMENT - PROTECTION OF 'ADJACENT PROPERTIES. TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL DATEi CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS SAID UTILITIES AND WITH 72 HOURS ADVANCE NOTICE. ADJACENT PROPERTIES SHALL BE PROTECTED FRCM SEDIMENT BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS DEPOSITION BY APPROPRIATE. USE OF VEGETAIIVE, BUFFER STRIPS., RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED. BEFORE TRENCHING FOR NEW UTILITIES: CG ENGINEERING ASSUMES NO 28. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHNG, OR BY A 15. EROSION AND SEDIMENT CONTROL REQUIREMENT - DEWATERING RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING CONSTRUCTION- WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND COMBINATION- OF THESE MEASURES AND OTHER A''PROPRIATE BMPS CONSTRUCTION SITES. DEWATERING SYSTEMS SHALL DISCHARGE INTO A UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. INSPECTED AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO BACKFIL ING. 4. ESC MINIMUM REQUIREMENT - MAINTENANCE. &L EROSION AND SEDIMENT TRAP OR SEDIMENT POND. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING 29. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION. WHERE NO SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF 16. EROSION AND. SEDIMENT CONTROL REQUIREMENT - CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION SITES. ALL CONSTRUCTION. AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION' DIMENSIONS ARE INDICATED; LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD THEIR INTENDED FUNCTION. ALL MAINTENANCE AN) REPAIR SHALL BE POLLUTANTS OTHER THAT- SEDIMENT THAT OCCUR ON SITE DURING SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE. CONDUCTED IN ACCORDANCE WITH THE MANUAL CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE 30. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, 5. ESC MINIMUM REQUIREMENT - OTHER BMPS. A:: REQUIRED BY THE CITY, OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER. 17. EROSION AND SEDIMENT CONTROL REQUIREMENT - FINANCIAL PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. INCREASED RUNOFF SHALL BE APPLIED LIABILITY. PERFORMANCE BONDING, OR OTHER APPROPRIATE FINANCIAL REPRESENTATIVE OF ANY DISCREPANCIES. 31. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE 6. EROSION AND SEDIMENT CONTROL REQUIREMENT - UNDERGROUND INSTRUMENTS, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO UTILITIES WITHIN THE BUILDING. UTILITY CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING: COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. (ORD. 3013 § 1, 19951 FIELD CONDITIONS. 32. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL A. EROSION CONTROL FOR EXCAVATED AND STOC{PIL.ED MATERIALS; 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT WORK. B. THE PLACEMENT OF EXCAVATED MATERIAL WH,:RE CONSISTENT WITH (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE 33. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SAFETY AND SPACE CONSIDERATIONS SHALL BE i LACED ON THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT SYSTEM. 34. THE CONTRACTOR SHALL CONNECT WATER AND SEWER SERVICES IN UPHILL SIDE OF TRENCHES; C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT CONSTRUCTIONSEQUENCE COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. ACCORDANCE WITH OLYMPIC VIEW WATER AND SEWER DISTRICT'S TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABL: MEANS); 1. FLAG LIMITS OF CLEARING. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE STANDARD DEVELOPER EXTENSION AGREEMENT. D. TRACKING AND SPILLING OF MATERIALS ON S �3EETS DUE TO 2. INSTALL CONSTRUCTION ENTRANCE. ? RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 35. THE CONTRACTOR SHALL REMOVE ALL TREES AND STUMPS IN THE CITY RIGHT-OF-WAY IN CONJ UNTION WITH THE ROAD WIDENING. HAULING; E. DAILY CLEANUP AND STREET MAINTENANCE. 3. INSTALL FILTER FABRIC FENCE. 4. HAVE EROSION CONTROL MEASURE INSPECTED BY CITY V) 13. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON DRAINAGE NOTES 7. ADDITIONAL ESC MINIMUM REQUIREMENTS FOR LARGER DEVELOPMENT'S. OF EDMONDS. BUILDING. DEPARTMENT. ALL TEMPORARY LLJ (d MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL ALL 1. All STORM SEWER PIPE SHALL CONFORM TO THE CITY OF EDMONDS STANDARDS. ALL NEW DEVELOPMENT AND REDEVELOPMENT TH;�T INCLUDES LAND SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED. PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. U N IF SOIL IS DISTURBED, SOFT LOOSE, NET OR IF ORGANIC MATERIAL IS DISTURBING ACTIVITIES OF GREATER THAN; OR BIUAL T0, ONE- ACRE . (� PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED 2. ALL PIPE SHALL BE PLACED ON STABLE EARTH, OR COMPACTED GRAVEL MATERIAL IN ADDITION TO MEETING THE MINIMUM REQUIREMENTS SET FORTH 5. DEMOLISH EXISTING STRUCTURES. 6. CLEAR, GRADE AND ROUGH GRADE REMAINDER OF SITE. I (n J 3 BACKFILI_ SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE OR PIPE -ARCH IN LAYERS ABOVE SHALL COMPLY WITH ESC REQUIREMENTS LISTED BELOW: w In STRUCTURAL FILL PER GEOTECHNICAL REPORT. WITH A LOOSE AVERAGE DEPTH OF 6', MAXIMUM DEPTH 8 THOROUGHLY TAMPING EACH LAYER. , 8. ESC MINIMUM REQUIREMENT - DELINEATE CLEARING AND EASEMENT REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. � 14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCAIONS COMPACTED LAYERS MUST EXTEND FOR ONE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE JT{E gyp, MARK CLEARING LIMITS AN /OR� ANY EASEMENTS, 7• INSTALI_ SITE IMPROVEMENTS. A ('� _OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED (NR EXISTING SITE SIDE OF THE TRENCH. �REFER TO WSDOT STANDARD SPECIFlCAl10N 7-04.3(3) AND STANDARD SPECIFICATION 2-03.3(4)C, METHOD B do C. SETBACKS, SENSITIVE/CRITICAL AREAS AND THE C3UFFERS, TREES AND &STABILIZE AND REVEGETAIE ENTIRE SITE. = (- FEATURES. 4. BACKFILL MATERIAL UNDER PAVEMENT (PUBLIC OR PRIVATE) SHALL BE COMPACTED TO 95% DRAINAGE COURSES. 9. REMOVE EROSION CONTROL FEATURES AND ESTABLISH In 15. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. USE REASONABLE CARE IN HANDLING AND INSTALLATION: LANDSCAPING AND PERMANENT VEGETATION. f� FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER 511E DRAIN LINES. 5. ALL DRAINAGE PIPE COUPLINGS, FITTINGS, ADAPTERS do APPURTENANCES N n SHALL BE SPECIFICALLY DESIGNED FOR THE INSTALLED PIPE AND SHALL BE z THEY ARE NOT TO BE CONNECTED TO THE DETENTION SYSTEM BUT MAY BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. Q (� _ CONNECTED TO THE OUTFLOW SIDE OF THE CONTROL STRUCTURE 1. ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE NOTED. _j N a 16. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN 2. ALL CATCR BASINS WITH A DEPTH OVER 5.0 FEET TO THE FLOW LINE. SHALL BE A C� O OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE TYPE II CB OR LARGER (MANHOLE). O = L.LJ APPROVED BY THE ENGINEER. 3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR. ADJUSTING ALL MANHOLE, INLET, AND CATCH BASIN FRAMES AND GRATES JUST PRIOR TO POURING OF CURBS AND PAVING. k APPROVED FOR COrIiE. STRUCTION r- -{- S H E E 1 17. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND 4, ALL CATCH BASIN GRATES SHALL BE SET TO PAVEMENT LEVEL I OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM. 5. ALL TYPE II CATCH BASIN MANHOLES, INLET, AND CATCH BASINS SHALL HAVE LOCKING LIDS. 18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR 6. STANDARD LADDER STEPS SHALL BE PROVIDED IN ALL CATCH BASINS AND MANHOLES EXCEEDING 5 FEET IN DEPTH. INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 7. CATCH BASIN- GRATES IN CITY RIGHT-OF-WAY SHAM BE SET TO FINISHED GRADE, NOT 19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE BELOW PER CITY OF EDMONDS STANDARDS. --� SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDmOA IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. ASSISTANT CITY ENGINEER DATE CWK CWK JSH 00107.20 1--18-- 01 V) w O z iW W z w 0 SO w W z V r W fir/ V) U w r rxi,w.�• �� a U SE PLANS HAVE BEEN. PREPARED F AGENCY REVIEW AND ARE SUBJECT TO SE FOR CONSTRUCTION OR BIDDING PURP CY APPROVAL STAMP. FORE YOU DIG 1-800-424-5555. C) 0 Cu co C) r (U CD ti co C t� J .0 F— U 3 • #DATERECEIVED ��I t° • ��► PERMIT EXPIRES r p' USE PERMIT CITY OF EDMONDS E °'. ` a, NUMBER!- JOB SUITE/APTp CONSTRUCTION PERMIT APPLICATION ADDRESS_._.- �M1f �'.l i-ar P .per �;•`• f ,R"L t. " w ./ 1,. 7 ff / -- - - - OWN R NAME/NAME OF BUSINESS y " j, aj -, 6• PLAT NAME/SUBDIVISION NO LOT NO. LID NO. a f ¢ i L ' t� .Si f%¢�•.,i;.b5� LID FEE$ w MAILING ADDRESS � .. -_ _.._._ PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCP Approved' - Q RW Permit Raqulred Q # !1 .: ... ° .._ ° ..'. ;B • # O t f f � I � •`` • �' Street Uea Permit Req'd Q CITY ZIP TELEPHONE EXISTING PROPOSED Inspection Required Q - Sidewalk Required Q REQUIRED DEDICATION - FT Underground ' } } . ._ '�•j wiring required NAME METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED YES ❑ NO ❑ G7 UJI t- ADDRESS REMARKS z z OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE 0 x z w a ~, i �i 6 P. r ;, r", ♦- ; � r, r. •! . • d''d ^ : i . � ,•- CITY ZIP TELEPHONE '��° ,•sail ,� ',/.: •J ai ' NAME _ ENGINEERING REVIEWED/DATE ADDRESS x t.•ef':•T ,i. � .i •;r.� r✓ ar:• °:pia l c~i FIRE REVIEWED BY DATE w CITY ZIP TELEPHONE 2 IT. + O _ VARIANCE OR CU SHORELINE OR ADBk INSPECTION BOND STATE LICENSE NUMBER EXPIRATION DATE CHECKED BY REQ'D POSTED ' fa ❑YES ❑ NO SEPA REVIEW SIGN AREA HEIGHT J PROPERTY TAX ACCOUNT PARCEL NO. COMPLETE EXEMPT ALLOWED PROPOSED ALLOWED PROPOSED w' I J r EXP ❑ NEW RESIDENTIAL ❑ PLUMBING /-MECH' LOT COVERAGE REQUIRED SETBACKS (FT.) 'REAR PROPOSED SETBACKS (FT.) / ALLOWED PROPOSED FRONT- SIDE FRONT VR SIDE REAR c7 AUDITION COMMERCIAL COMPLIANCE:OR_ ❑ ❑ ❑ `' z CHANGE OF USE-, z a PARKING LOT AREA PLANNING REVIEWED BY DATE ❑ REMODEL ❑ APARTMENT ❑ SIGN REQ'D PROVIDED GRADING FENCE ❑ REPAIR ❑ CYDS ❑ REMAR S ( x FT) SEE 'FOR ADDITIONAL COMMENTS u DEMOLISH ❑ TANK ❑ OTHER GARAGE ❑ ❑ RETAINING WALL ❑ RENEWAL z CARPORT (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN: CHECKED BY TYPE OF CONSTRUCTION CODE OCCUPANT a � o • � • - � � }'. - :! � GROUP w NUMBER NUMBER OF CRITICAL SPECIAL INSPECTOR AREA OCCUPANT m OF j DWELLING /` AREAS .• �' O STORIES UNITS NUMBER REQUIRED ❑ YES LOAD DESCRIBE WORK TO BE DONE REMARKS PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REO'D c r f rA'te'.. t_.'r�0' ^! r','r/. .i•' �' .!. :+ e' m t«r s4:r.:, n � VALUATION FEE • PLAN CHECK FEE HEAT SOURCE GLAZING % LOT SLOPE °b r a BUILDING •. ad: PLAN CHECK NO: VESTED DATE PLUMBING MECHANICAL THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO F BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE GRADING/FILL r SEPARATE PERMISSION. ,'t_ s STATE SURCHARGEcc W PERMIT APPLICATION: 180 DAYS e PERMIT LIMIT: 1 YEAR • PROVIDED WORK IS STARTED WITHIN 180 DAYS ENG, REVIEW FEES SEE SACK'OF PINK PERMIT FOR MORE INFORMATION rn ENG. INSPECTION to *APPLICANT. ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS FEE Lu IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF LANDSCAPING i I EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND INSPECTION FEE C ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE,ARISING DIRECTLY ORINDIRECTCY` RECEIPT' ° x FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE PLAN CHECK DEPOSIT DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE O NOR LIMIT IN ANYWAY THE CITY'SABILITY TOENFORCE ANY ORDINANCE PROVISION " , ' x RECEIPT.., - TOTAL AMOUNT DUE p' • ry •� I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION APPLICATION APPROVAL GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC• CALL This application is not a permit until signed by the TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid. and IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided. WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. OFFICIALS SIGNATURE DATE SIGNATURE"(OWNER OR AGENT)' DATE SIGNED (425) 771-0220 RELEASED BY DATE ATTENTION EXT333 -_-__• ..,.... " IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL 771 '0221 ? A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFIV- ORIGINAL -FILE YELLOW •INSPECTOR CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 10' FAX PINK • OWNER • GOLD -ASSESSOR ' 5198 if f.I) r� :t CITY OF EDMONDS SINGLE FAMILY/DUPLE% COVER SHEET Directions: Applicants are to complete the Information In the WHITE BOXES ONLY (Shaded boxes are for City use only). This corer sheet must accompany each building permit application lot a new singl/•lamlly residence. PROJECT ADDRESS 161 4V,-X:Z PROPERTY TAX ACCOUNT PARCEL # DESCRIPTION OF WORK V1 10( OWNERLbnW lqn5d HiImQS PHONE .206 54l ` 01(b • CONTACT PERSON TL{ter- -oodry Anson PHONE aOG 5�_\ 90'1(0 E-MAIL f xilP(-. 6W IW4 r10 nINCSrr 4M FAX .)b6 -5 4� A.5 7n LING ADDRESS 1C-37bS �- 4V�VQ N. S)'Oi@l►ne 99133 FAX CORRECTIONS MAIL CORRECTIONS E-MAIL CORRECTIONS BY SIGNING THIS STATEMENT 1 UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. IT IS MY RESPONSIBILITY TO COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE STATUS OF THE APPLICATION. I UNDERSTAND IT IS MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT SUBMITTAL ANY DISCRETIONARY PERMITS THAT MAY BE APPLICABLE TO THIS PROJECT, I ACKNOWLEDGE THAT TO THE BEST OF MY ABILITY HAVE SUBMITTED ALL NECESSARY DOCUMENTATION IN ORDER TO MAKE A COMPLETE AP`TI ! ND N I CRETIONARY APPROVALS ARE REQUIRED. SIGNATURE- A DATE 10 ZONING INFORMATION ZONE �6 /I LOT AREA l4 /-Q NUMBER OF DWELLING UNITS' EXISTING DEMOLISHED_ PROPOSED; DISCRETIONARY APPROVALS CA QDetermination • SUBDIVISION:;; CU VARIANCE SHORELINE SEPA Expires OTHER City Use Oniv • V LOT COVERAGE INFORMATION - EXISTING SF PROPOSED SF TOTAL S.F&2y4_, Y'23— HEIGHT CALCULATION INFORMATION DATUMS Z ZI• A%4+Oo2 B AVE ,�/s?�O MAX ACTUAL _ i. �! SETBACK INFORMATION _ , _ �Y'L riFQU1RF11 FRONT SIDE SIDE- // REAR ��OPOSED FRONT SIDE SIDE_ REAR CNR_LOT YES NO FLAG_LOT❑11E$N0 ST.:DeDIC.❑YES❑NO_T: ADU STATEMENT REOLIIRED [-]YES NO RECORDING If STAFF COMMENTS: ENGINEERING INFORMATION DRIVEWAY SLOPE % GRADING CYDS EASEMENTS EXISTING IMPERVIOUS AREA CONSTRUCTED BEFORE 1977 SOFT EXISTING IMPERVIOUS AREA INSTALLED 1977 OR LATER SO.FT. PROPOSED NEW NET IMPERVIOUS SURFACE Clty_Use Only SIDEWALK REQUIRED ❑YES []NO DRAINAGE PLAN REQUIRED YES []NO UNDERGROUND WIRING REQUIRED YES []NO STREET DEDICATION FT. LID# STAFF COMMENTS: SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT (City Use Only) SalLsa START OF WORK EXCAVATION & GRADING SHORING INSTALLATION & MONITORING PROOF ROLLING PLACEMENT OF FILL & COMPACTION SUBSURFACE DRAINAGE El VERIFY SOIL BEARING El PILE PLACEMENT EI EROSION CONTROL GENERAL SITE MONITORING BY THE GEOTECHNICAL ENGINEER OF RECORD GENERAL SITE MONITORING BY THE GEOTECHNICAL ENGINEER OF RECORD 'DURING WET WEATHER CONSTRUCTION FINAL GRADING & FIELD REPORT OTHER STRUCTURAL: PLACEMENT OF REINFORCEMENT PLACEMENT OF CONCRETE BOLTS INSTALLED IN CONCRETE STRUCTURAL MASONRY STRUCTURAL STEEL ERECTION HIGH STRENGTH BOLTING WELDING (WABO CERTIFIED ONLY) OTHER PLAX CHECK # j DATE RECEIVED BUILDING CONSTRUCTION INFORMATION CODE EDITIONS 1997 UBC, UMC, UPC, WSEC, VIAO WITH AMENDMENTS DESIGN CRITERIA WIND EXPOSURE B WIND SPEED 80 MPH SEISMIC ZONE 3 Floor Live Load 4p Roof Snow/Live Load 2 Balcony Live Load_[ Floor Dead Load �� Root Dead Load/O_ Balcony Dead Load ID NUMBER OF STORIES- BASEMENTS Y FLOOD ZONE X LOT SLOPE % 3'0/n SOILS REPORT PROVIDED YES fa NO FLOOR AREA (MEASURED TO EXTERIOR FACE OF EXTERIOR WALL) Existing Proposed Tot I Living Space 2 Garage Carport Deck/Covered Porch Other ENERGY CODE COMPLIANCE INFORMATION FUEL TYPE GAS, OIL ELECTRIC OTHER FORCED AIR MEAT PUMP []HYDRONIC aOTHER FNERCY CODE'1iFTHOD OF COMPLIANCE PRESCRIPTIVE: List Option 11 TARGET UA APPROACH: Provide UA CalCualions SYSTEMS ANALYSIS: Provide Computer Analysis ENERGY/VENTILATION WORKSHEETS PROVIDED WINDOW SCHEDULE PROVIDED VENTILATION CODE COMPLIANCE INFORMATION FOR CITY USE ONLY Coiling Insulation I Wall Insulation_ R Floor Insulation Door U-Vslus ' Window U-Value_ Skylight U-Value Glazing % 2� l KITCHEN FAN CFM IM BATHROOM FAN(S) CFM LAUNDRY FAN CFM 2 WHOLE HOUSE VENTILATION SYSTEM XHAUST OPTION FRESH AIR TO BE PROVIDED TO WINDOW VENTS Qr% WALL PORTS EACH HABITABLE ROOM WITH: EXHAUST FAN_.0_0E CONTROLLED_ WITH_24 HOUR TIMER AND SIZED AS FOLLOWS: 1 - 2 BEDROOMS: 50 - 75 CFM �4 BEDROOMS: 100 - 150 CFM 9 BEDROOMS: 60 - 120 CFM S BEDROOMS: 120.160 CFM 11 HVAC INTEGRATED OPTION DEDICATED HEAT RECOVERY VENTILATION OPTION SEPARATE PERMITS (City Use Only) XIRIGHT OF WAY CONSTRUCTION PERMIT ENCROACHMENT PERMIT � TATE ELECTRICAL PERMIT �FENCE.PERMIT RESIDENTIAL FIRE SPRINKLER PERMIT OTHER MECHANICAL PERMIT PLUMBING PERMIT WATER METER SIDE SEWER PERMIT Lai IRRIGATION (SPRINKLER SYSTEM) OTHER Any request lot modification, variance or other administrative deviation (harinalter 'variance') must be specifically called out and Identified. Approval of any plat or plan containing provisions which do not comply with the city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or stale law does not approve any items not to code specification. PERMIT ISSUANCE AP OV PLANNING REVIEW & APPROVAL CONDITIONS OF APPROVAL: - S City Use Only) DATE EN GINEERING REVIEW a: APPROVAL CONDITIONS OF APPROVAL: DATE! BUILDING REVIEW a: APPROV L CONDITIONS OF APPROVAL: ATE ?✓ LN CITY OF EDMONDS 250 5TH- AVENUE NORTH, EDMONDS, WA 98020 . PLANNING DIVISION FINDINGS, CONCLUSIONS, AND DECISION To: File S-2000-100 From: kathleay'lo PlanneK/ Date: NOVEMBER 13, 2000 File: S-2000-100 Applicant: Howland Homes TABLE OF CONTENTS Section Page I.. INTRODUCTION ............................................................ v .................................................... 2 A. Application ......................................................................................................................................... 2 B. Decision ...................................................................... I ....................................................................... 2 11. FINDINGS OF FACT AND CONCLUSIONS ................................................................ 2 A. Analysis of Design: .......................................... ................................................................................. 2' B. Conformance to Comprehensive Plan: .............................................................................................. 3 C. Environmental Assessment: .............................................................................................................. 3 D., Critical Areas Review: ...................................................................................................................... 3 E. Required Improvements and Dedications: ........................................................................................ 3 F. Public Comments: .............................................................................................................................. 3 III. RECONSIDERATION AND APPEALS ............................................................................. 4. A. Request for Reconsideration ........................................................................... I .................................. 4 B. Appeals ........................................................ ....... ................ 4 IV. LAPSE OF APPROVAL ......................... ............. 4 V. NOTICE TO COUNTY ASSESSOR .................................................................................. 4 VI. APPENDICES ........................ ......................................................... 5 VH. PARTIES OF RECORD ...................................................................................................... 5 -j FEB 2 1 2001 DEVELOPMEN'r SERVICES CTR. CITY OF Eb.vi0;,.'0S S-00-1 OOSR.doc / November 13, 2000 / Staff Report MW Howland Homes File No. S-2000-100 Page 3 of 5 c) Areas. Setbacks and Lot Width: Lot areas and width for all of the proposed lots are adequate for the RS-8 zone. Setbacks should be as follows: Lot 1: 25' Street Setbacks: From the south property line 7.5' Side Setbacks: From the east and west property lines 15' Rear Setback: From the north property line Lot 2: 25' Street Setbacks: 7.5' Side Setbacks: 15' Rear Setback: d) Corner Lots: There are no comer lots. e) Flag Lots: There are no flag lots. From the south property line From the east and west property lines From the north property line 2. Lot arrangement to topography: Satisfactory. 3. Zoning: The subject property is zoned.RS-8 (Residential Single -Family minimum lot size of 8,000 Sq. ft.) and the proposed development appears to be consistent with the zoningcode. 4. Consistent with the purposes of the Zoning Ordinance? Yes. B. Conformance to Comprehensive Plan: 1. Conforms to the policies of the Comprehensive Plan? Yes. C. Environmental Assessment:. 1. Is this site identified on the City's Environmentally, Sensitive Areas Map? No. 2. Is an Environmental Checklist required for this application? No. D. Critical Areas Review: 1. Critical Areas Review number: CA-00-94. 2. Results of Critical Areas Review: A waiver from the requirement to complete a study was issued. E. Required Improvements and Dedications: _ 1. Engineering, drainage and street dedications: See City Engineer's Report (see Attachment 4). F. Public Comments: 1. C. Barton Cronin of 10615 Robbers Roost Road submitted a letter in regards to the proposed subdivision. Refer to Attachment 5. He expressed concern over engineering requirements, tree removal, and legal notification. 2. Staff Response: S-00-1 OOSR.doc / November 13, 2000 / Staff Report VI. APPENDICES Attachments 1 through 6 are attached. 1. Vicinity / Zoning Map 2. Application 3. Plat Map 4. Engineering Requirements 5. Letter from C. Barton Cronin 6. Letter from Engineering Division VII. PARTIES OF RECORD John Bissell Howland Homes 19237 Highway 99 Shoreline, WA 98133 C. Barton Cronin Parks Division 10615 Robbers Roost Road Planning Division Edmonds, WA 98020 Fire Depar`tmem 01 Howland Homes File No. S-2000-100 Page 5 of 5 Engineering Division Public Works Division S-00-100SR.doc / November 13, 2000 / Staff Report 23302 0 Z J N. o to 0 0 o to 10427 o �e 23303 23310 Q. 0 0 23306 23230 23301 -. 23320 m 23313 � N �Q.O P� r 23306 / 23309 s, 23330 -23305 23319 23321 N 23312 �/ CN No 23313 co G 23329 23406 23329 23328 ^ ^ 23403 23419, 23405 0 0 0 o Z f0505 10415 23411 10718 NOTTINGHAM RD - 10708 o ^ o N n o o 23427 23505 � o Cz - w w Q: O`- w O, �: C14 23515 w`; o 235TH PL SW 10628 10626 23520 \ 10630 0 to V.N to to o ^ 23530 23614 Subject Site 23613 10629 235th PI SW 23620 i23628 23631 23701 23708 23709 23712 23711 Q 23718 23713 10617 Y V 23722 � v Zoningand Vicinity Map 23615 23619 23627 23701 Attachment 1 File No.S-2000-100 City of Edmonds SP #S—XX—XXX CERTIFICATION We -.1y thol .w on ow bo esman of d f Der prop onedb b.w. and o-rlily 0. 4 tlthisaubdl b'wn. With Me elnq dedi tl— and ca.d.Uma, 1. mode of oar Ira. _Owd m occordirp I. our desires. DEDICATION IINOW ALL PEOP LE ey TES[ PRESMIS that ". the wdarYWwd o.rwre a Merril in Uw bat hereby Ifwrt wbdlrWed, henq dedooe IWO shoot plat 10 be Uw grapnlc p.- "I a Ow .n,:l .ued•6ion m.& her.b' aad d+ hra6y dodwle b Ur M a the pubic lor..er va t",to and awwws rot shoo. a. p(Imto hereon and da6wlo the Ireo th—I ter uA pudic purposes not hcomislom a" the use, thereof iw pvdhr hv— pwp•es, am oleo IM rrqqm tomb n«oe.ary iap- for tors and Nb pm Uw bl a.a - Mer.on h IM ghat .or?bb groduq of eaw ab." om m rtwa.and IurtMr dsdir?le to IM ua. of the public .a a the ar—IO, and Iradtb .h... on Ih6 skirt Mat for ad Public purpaoek as kdk.W D.or.on. Inch.Nnnqq but not M11ted to ppnra, opn -Porn, ut17iii.e and drvinop. un6se .uch oosomml. a lr«I. on aP-ir..Iy W. Wad on this hart Wat MIrp 'de linbd ar dornsyee b p perm ar .nUly other than lM puDltc, h .IJch care .. do h.= d"..t. uch .boot.. ..r,wm•, or hroab b the preen - .ntity ld—tin.d ad for the purpa.ed stated. Farther. the and—ilhad -sore of the bnd h.nby .Mrt .ubdidd.d .a" tar th tv s. their halm and ossl9m and pram w eatdy der6in9 till. from IN.unMrm'pned. ay and ate cloitar aamov.e .9oin.l C'•y a Edmonds. Na eucceswrs and me assigns ana, may M «co.ioned by the Iadi.Mwm, conetruclbn. or rroinbronce of —0. oad/w drainage oyatmw rhhin the d?rl subdivision oUwr Ulan dolma rosullln9 1-0 l?dquata moinbnonc. by City of Edm ocl.. furlher. the toldere19rw4 0— of If- food twraby shed oo,k."d.d ::o. fer ijh-:0 a., Uwir hob pm o..i9na to hater -Hy om haw CiIY d Edmonos, bs succasson and atsl9rw.' hank.. Irom arry atom ilk inkling arty msl of data... da?wo oy person. dlhin er dZ A thll or—t su0 —1-- bo ."Wlbn. drolw9. - eu,r- er sub —.orlon vats fl.— .ithin this shoe aubdiv6i,n or by oslodi.hrn•nl. c Ort cl:m. mainlerwnce of IM made vilhin Ohio ahml .ubdi.iaion. Provided. This . .1— and lmami/kolbn .MU be a-1-.d rile alp City at Edmond , has a—..— or oeagrw. Iron oabfuty la don?pea• hchdbp e cost o1 10.6.., 141n9 In .nob or Inpurl Pam the n9liqM.nc. a Chy' or Edmonreeud.. it. wsr9n.. Thle rob"ion, dodkollan, orator/ of 9o4tim olld gyaerlwma to hold harmlose Is mod. :Ilh the Ir.a conelonl erd'h ' «cardaroe .Ith the d..lm of Bold o. N w1rWESS WHERaf .. at oar horde .m eed•. _ - Nat ylo.lald D 1— Slate of WaMlrgtan ) Cou,.w of Srwho.*h) . -,I ooAMy that I,hw. a how fwwaatury evks" Mat .sl1pywwddiOd. irwtrwn.m and epkna.bd9.d ■ b a Ira ad danlary ocl for the tslq and purpaea ment h thb MUunwnl a Notary PA my awaMmeM Icy state .1 ) rowdy or ) I cwft that I haw or how wtlafaclaY e.ld-we that st9md Ildt imtnmerd aM atdalo.wgw l b be froe and voknlory ad tar IM roes and pwpoaes matbvwd h Ude h.L,~L and eab Anal ocbwao9od that he d9ned thle kwtrurrwm. and m cath stated tt?l he o.ae authorised to eso«ate the kwtrsrrw d and wkmolo"d U a the of I* M bw an0 .oMaday oat a ..rcls party loon the uoee' and purpoess menUorwd h Uw hwlruaenL No�1+a •Pueeo . Doled .. yy pp?.!hl nl . Stab of ) Count' of ) I cw* that I bran or hew wwmtwy e.ldsr?e that eelfypmwd UVe kwI— am xkno.tedged U to ha Ter and vdunlory act for Irw Was and p+rP•s•• mwllba h 7Ob Iatn.swnL .W sob p.rsm ock a.l.9.d that be J nod thle h.tnrrrwrrl. om an oath stated that he .oat wUwrlsod to eaceaute the ln.t—.1 and ackno.l.9ad It es the of to M Ino and voluntary Oct of ouch PwV for the traaa am puryoew rrlar 11onod In the hsUt?.«L wpotroaY- Ua Dated MY appol t he"t eopkee APPROVALS Appwed and arlflurtted for rat w*q by Uw City of Edmsrde Plonebw D ,W- by nb day at . 20M Appwed and owthadasd for esc—lift by Uw Ciy a Ednlorde Etpi"I" Melon by Thu d.y .f "W LAND SURVEYOR'S CERTIFICATE ThIs atop eorr«ly thpneon4 a etsrwy a?w by 1m or under f lit«fI h confem?np rMA IIw rsquberhnb of IM Swv.y R.eordlq kl at the rpu.LL of Orb f0or In tm 2 nl yyL Dote 7A6 0. F_ Z. W i� V AUDITOR'S co-TinCATE flied la ncom a Me rogue" of Fwterab land l?. Ihle _day of 2000 a1 _rmnubm P• - O'Cbck Y. and r.c.r1.4 In Volum._ol Shot Plot.. Po9.e_Ihou9h_ R.oerde a S.ohom6h County. Woshlogt . Zr C,''m .,rq rye �:yret r U1, V� 9 SEP D 5 2600 SURVEY IN TM S.W. 1/4. N.W. 1/4 SEC. 36 TWP..27N., RCE. 3E,.. W.M `fit L. a SHORT SUBDIVISON FOR DRAWN BY:. HOWLAND HOMES LLC sH>rer 10629 235th Place SE e�D OF ;R;do Edmonds. WA 98026 2 7� Y�aL up° EWERAW LAND BURYI:YIDa..INC. DATE: .see sat teas iNPO BOX 10894 MU CREEK •A 98082 PH (428)980-7108 7/18/00 i, .ENGINEER1 Actine City Engineer CITY OF EDMONDS: REQUIREMENTS FOR PLATS AND Sl - - File No c s- date 'ISIONS ;re -.�a:; -�;z - �_'r.7i''a:_ ...'F.'Sr:,�d::3,•' .•,' �,?fc.^.,',6c <';x^'f "�:'•%•-:•i;T. v',:,'r�='-, ai ..i..': .ri•^r�L±tT{.3'`,{Jti' 'r5`>S'c ay-•,,r '_-..7"i�`F+.. ';.. - `� - _ JET ..+.G.'e. .ds ;.�. .�.4_ - r9.a' . Re d=wl]d` p may, . g •<P:S`, �ir`1�-�.,y._.ii�'_ Bpridposte�` be+-�; �r . Co-Mplefe=. P kick•-' .;SDy. z z'.a •� ,,._:k-.: -.='. f:,i'C•:ac•is:5£ *".a._ !.% ? 6'(:�. x" CO 1. Rights -of way: forpublic_ ;streets`" None required 2:_ Easements (Cityaitilities, priwafe access, other utilities):' =; Provide private easements for access and utilities as needed. X Provide minimum 15.00 foot wide access for proposed lots X 3::.Street.im rovements;(ACP,with, curb;and gutteij. Lots1 and 2 shall have one shared entrance. X Concrete curb/gutter required across entire property frontage X on 235' St SW ' 4 Suteet tur{►around.,, - , ... _ . - . Provide on -site turnaround. X 5 `-Side«alls and/or`wa' lkwaS. `6Yj_ - ' Construct five-foot wide concrete sidewalk to City standards X across the entire property frontage-of235`h St SW. •Street]igltts 5.. . . .. ._ , ,. .. r. 4..-.'...a -.,fir ' .., . i •J. .. ;�.� - .. N/A 7. Planting strtp `s E _- N/A X 8': Watersystem tinprovements (ptpelmes, fue:hydrants, pump" ' stationstng,; telemeteD'S'HySy etc ):OVVUSDG Connect to OVV1'SD for water in accordance with (iaw) X X OVWSD'S Standard Developer Extension Agreement Provide service to each lot. X Connect to public water system. X 9 Sanitary sewer system improvements (p�gelines, pump - Stafions te♦V lemetertng,-.health!dt�smct,Tetcy)eOVSD _ Connect to OVWSD for sewer in accordance with (iaw) X X OVWSD'S Standard Developer Extension Agreement Provide service to each lot. X Connect to public sewer system. X 10.--•Storm sewer sysiem�mprovements,(pip'eliiies;:puinp `.;-:-'.:•' Stations; DOEfis7teries, etc Provide storm sewer service to all proposed lots. X Construct infiltration system per DOE and King County X Manuals for infiltration. Infiltration trench shall be sized to provide adequate capacity for proposed single family dwellings and access improvements.in accordance with ECDC 18.30 and the above manuals. Il,..On-site drainage.:(plan per.:Ord 30si:3). Connect all new impervious surfaces to infiltration system. X .12i. Underground;wiring!,(perOrd 13.87): Required for all new services X ;:\ENGR\LYLE\development-review\plat regmnts\.short plats\2000\00-100a.doc ATTA r.H nA P ni T A 00 0*1 10615 Robbers Roost Road Edmonds, Washington, 98020 October 20, 2000 Kathleen Taylor City of Edmonds Development Services Department 121 5th Avenue North Edmonds, Washington, 98020 Re. Development Application File #5-00-100 Howland Homes 10629 Robbers Roost Road (aka 235th Pl. SW, Edmonds) Dear Ms. Taylor: This letter is to provide input regarding the above application for a two lot subdivision replacing an existing cabin and outbuilding. My home is located immediately east of the property proposed for development. I have lived in the house for more than 29-years. It should be noted the street is dual -named, Robbers Roost Road and 235th Place (not Street) SW. Some residents prefer the former, others the latter. The named road will be used herein. , In looking at the Property Plat and the Engineering Requirements several thoughts come to mind: 1) Engineering Requirement 3, Street Improvements. a) 'Lots 1 and 2 shall have one shared entrance" Given the character of the street it does not appear entirely necessary to have a single entrance to the two proposed properties. For two reasons: 1) Precedence in another two lot plat under development on the same street (10507= 10509 Robbers Roost Road) which has been developed with individual driveways. In checking several other small, similar short plats in the southern part of Edmonds no others were found with common driveways. 2) Very light traffic that is unlikely to materially increase. Robbers Roost Road dead ends near the Woodway Town Limit about 200 feet west of the west boundary of the subject tract. There are seven houses on this section of the road. There is no possibility the road could be extended into Woodway. About 80' west of the existing property the pavement ends with gravel the remaining 120 feet to where four driveways stem from the 15-foot wide road. Thus it . may be assumed a second entrance to the subject property would not interfere with the low amount of traffic on this portion of the street. A single entrance would probably require the removal of several large trees and ground cover which could affect water runoff in the area, a major concern. With an entrance to lot one to the west that ground cover could be saved. The existing driveway could be used for the entrance to proposed lot two. However designed, any ground cuts for driveways or development should be minimized. with possible water flow of utmost concern. b) "Concrete curb/gutter required.across entire�roperty frontage on 235th St. SWn This requirement is entirely unnecessary on this road. There are no curbs and gutters on the entire street and the two lot subdivision being completed at 10507-10509 Robbers Roost Road apparently had this requirement waived. The street itself is only 15' wide at the east property boundary of the Howland project while the pavement lies closest to those properties to the south and is less than half of the entire street easement. Thus, the addition of curbs/gutters and presumably a wider street is out of relationship to the remaining character and flavor of the area, and with additional pavement it furthers our concerns regarding runoff. 2) Engineering Requirement 5, Sidewalks and/or Walkways a) "Construct five-foot wide concrete sidewalk to City standards across the entire nropem frontage of 235th St. SW": Similar comments to those in #1(b), above. This requirement is unnecessary, was apparently not required in the two lot development down the street, and is not in character with the area. ATTAC,HMFNT