The URL can be used to link to this page

693 MELODY LN.PDF1111111111 lill 12330 693 MELODY LN Uc TAX ACCOUNT/PARCEL NUMBER: 3 0 f-TF00 BUILDING PERMIT (NEW STRUCTURE): 6c:2196 COVENANTS (RECORDED) FOR: CRITICAL AREAS:. DETERMINATION: E] Conditional Waiver Ej Study Required�<Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: 711P Id 5- SIDE SEWER PERMIT(S) #: 160 GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DATED: OTHER: I LATEMP\DSTs\Fomis\Strcet File Checklist.doc IoLkspecTlaq 9mlo miag 16 " CO A.4 e, 6 (A� �51?101610 -m 8,46K-FILL "� �01JAJV:--r 10 CONCETE RETAINING WALL CONCRETE STEPS 7 21 cy) I Ly uj 001 C") 0 N1_ R r ........ ... ......... ... .... . . ............................... .......... M ..... ............ ......................... z. ..... ..... 0 CA) m om a > z U lf-6" 10l-6" 13' co m -7 REFLECTING POOL S880 4839"E 196.181 WOOD DECK . — — — — — -- — -- — -- — -- — — — - 4— SETEBACK LINE LA WN CID 82- :z--Q(*CRETE STEPS CL r I --CONCRETE PAVERS CONCRETE _V�y2LL 7— �8 M2 A, f v 16 P cl M 4 �y 1�'Aqg A cy) /Z 0 co 30, TF_ W��8 W39 FW_i�_K - , A- 1 -1 �nl All z -'1k4116T'c'A74dV 'APPWAD AS NOTED BY ENGVEERING NEW IMPERVIOUS SURFACES SITE PLAN t&NC F44ch* ROOF OUTLINE: ASPHALT DRIVEWAY. 3022 SQ. FT. 1443 SQ. FT. ill = 20'-0" 0- 10, -------- 20' 40' ko'w 3/U/ot, PROPERTY OWNER CONCRETE DRIVEWAY. 1726 SQ. FT. NORTH ------------------ DON & BARB BERGER M m CONCERETE TERRACE, PATIO, STEPS, AND PAVERS: WOOD DECK: ACCEPTABLE TIGHTLINE GRA VEL: 810 SQ. FT. 96 SQ. FT. LOT COVERAGE: 5232 SQ. FT. 1037 SQ. FT L T A EA: 15779 S . FT. 23813 MERIDIAN AVE S BOTHELL, WA 98021 PROPERTYADDRESS OR01 AA�l r)nV " A= _T1 SDR 36 MATERIAL TOTAL: 8134 SQ. FT. r— SCH 40 M N-12 EXISTING IMPERVIOUS SURFACE: F8!0 HANCOR EXISTING ASPHALT DRIVE. 960 SQ. FT. LOT COVERAGE: 33% LOT SLOPE: 5% APPROVED BY PLANNING 21t5f za,_ 11� EDMONDS, WA 98020 PARCEL NUMBER 27031300305800 MARCH 17, 2006 , 1) C. 1199- City of Edmonds PEI" 10: '00" 4 PERMIT EXPIRES 'w/VW-_1_4,1 SIDE SEWER PERMIT I Address of Construction Property Tax Account P; Attach copies of all access and utility easements Verified and Approved by I-010 - - . a - I 'If Owner and/or Contractor: Contractor License #: CT 0-71 Lft 91/05 %,9 Building Permit Single Family Multi -Family (No. of Units E] Commercial (No. of Units 0 Polic I Invasion into City *Right -of Way: 0 Yes *RW Construction Permit # M-1 Cross other "Private Property: El Yes No m "Attach legal description and copy of recorded Kase ent. Owner or contractor sign�t& �_and acknowledgement statement: By signing for this permif't-eertify that I have read the City's public handout entitled ide Sewer Specifications, and shall comply with all City requirements outlined therein. 0 Date 9 CALL DIAL -A -DIG (1-800-42HL5555) BEFORE ANY EXCAVATION 2 9 FOR INSPECTION CALL 425-77.1-0220 extensiowi,_46'4 24 HOUR NOTICE REQUIRED FOR ALL INSPECTION REQUESTS ................. . ...... ........ - .. ..... . .. .... FOR OFFICE USE ONLY Pe rm it Fe e $ Issued BY: Repair Fee $ Trunk Charge $ _73 C) Date Issued: �4f i It Assessment Fee $ Receipt No: City Permit Surcharge Fee 15-To Total Fees'Pald $ NOTE: IF JOB SITE IS NOT READY FOR INSPECTION WHE N INSPECTOR ARRIVES A $45 RE -INSPECTION FEE WILL BE CHARGED. Job Site Ready YES NO, Zate: Initial:— f Date: Initial: Partial Inspection: pal Partial Inspection: Date: Initial: I FINAL INSPECTION APPROVED: Date: -7/5-/Zn;ky,r— Initial: As -built to Street File: E] 1,� PERMIT MUST BEPOSTED ON JOB SITE t� White Copy: File Green Copy: Inspector Buff Copy: Applicant L;temp;bldW,forms;sspermitjlg4/00 ED* 0, Ak Ak Private Drive 771 CITY OF EDMONDS SIDE SEWER AS- BUILT ADDRESS 693 Melody Lane HOMEOWNER Berger CONTRACTOR Weitzel Construction SCALE NTS DATE DRAWN 7/5/2005 1BY Nima M.Moghaddam PERMIT NO. 10011 En E.Djo,_ I CITY OF EDMONDS WATERLINE AS- BUILT ADDRESS tr� 693 Melody LN. CONTRACTOR HOMEOWNER Berger DATE DRAWN 7/6/2005 1BY Nima M.Moghaddam SCALE NTS PERMIT NO. -2005-0290 'Al ol —Kk Q 1 4� An.: . ;/ At 'Oil ttv' PLANNING DATA NAME: r)on V 1;�o6L 1�10 ej DATE: Q3fl I q / I.,d2 Q 5' SITEADDRESS: (QCJ--� PLAN CHK#: 05 -3 1 (P PROJECT DESCRIPTION: B LAA' I d-, i- &i V1 11' PA-12 A. V1 I'kl 12 1A /A 4919 REDUCED SITE PLAN PROVIDED?: (Yes No) MAP PAGE: .1115 CORNER LOT: (yes FLAG LOT: ()Les (No) ZONING.- P-3 - I -A-- CRITICAL AREAS DETERMINATION #: G A -1fD0 LlStudv Reouired: a Waive Ll Conditional Waiver SEPA DETERMINATION: G-XtA'Yl C3 Fee Ll Checklist L] APO list w/ notarized form LJ(Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger) a Exempt +vlrym " ot of a ux-" ea 6-�� to lyl-2- 5 0 "tv' SETBACKS: RegWj:ed Setba ckks-: I N 01 (SWAreet: 15 Ze) 01 Side: -1 __J_ PA9M Fear: 2,5, +yvm c—abt Ac'TUSI'Setbacks: Street: Left Side:_Right Side: Rear: Street map checked for additional setback required? U DETACHED STRUCTURES: 0 ROCKERIES: 1-15' �H5h V'e't0LXr11V13 LJ FENCESITRELLISES: Ll BAY WINDOWS I PROJECTING MODULATION: (3 STAIRS/ DECKS: PARKING: Required: 1�- Actual: LOT AREA: I �� 3-,+ C1 LOT WVtKA6t: Calculations: walk 5�10wvl VVN (on pyop" kiyie) BUILDING HEIGHT: Datum Point: Daturii Elevation: Maximum Allowed: Actual Height: A.D.U. CREATED?: Xo� Yes) NIA7 N--� SUBDIVISION: L-D+ :W I Of ROM, 6hrldr Plot+ (ro. LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: Melody LArIP, Plan Review By: all-WAZ (A244A,- 0 NewBP PlanningDatal`oi-m. DOC CITY OF BUILD�G I WORK 0 4- ADDRESS OWNER APPROVEDDATE: 77 BLDG.OFFICIAL- z A V4 EDIVION PERMITI NUMBER APPROVED Ab NUMD BY EERINCJ Date: r T> ILA V15W ky r �XNW- VA%65 blb I V*4, .riu, 9-murvacemewr fle%L 9ZT*'Nl&x) w4u- AT Dgt*.w4Y - &4--5 MaODY 1.,,*Nr JUL 2 7 2005 3L�i�DJ�JO DLIPA� UJTV Op CDW T'll T STREET FILE .01vall -Z is " 7, 2 VA ILI a a 46 14) 07/2 ' 6/2005 06:47 20693719 WEITZEL CONSTRUC( N i#DMXGN CO 4C-5-rqq36M 1. 69371953 Evamften Dwilln Company 21012 34th Ave W -81W, WA BOM 425.771 -IM volft 425.744-WO Isis Tft -. Md* Lmw DW. lb UPC - lion scwc 11 strualtni PAGE 04/05 P.003"004 Job 0 ^W4,4S I Coo& Ad'. ACI 31 &M 1997 UBC, 2W3 18C, 2M NFPA Cantilevered Reftining Wall Design PW � vowelftm - 3'-V - well f"rd ewAq MR 8101* UMnd Wan Hd9N of Soil over Tb* 1100in Sao oft" I.I&M Pd Wnd an Stem I . Oa PM at davemy wim .1 oo Psf oil Data Ailow Sol zwD.0 Pw E*h-Went FlWd FreW" Method HeelAalvePromm 36.0 ps" Toe ACM Pressure = Peak R"Oure 2W.0 = Water helgin am hoel Ob ft L; me Loaft TOM BONOV -Load Ibj 4.43 in so Premro Too 11.477 psf OK Soil PMMn : Had 0 PO OK AlkwAOD M Z= po . 508 PIO&O Le$G ThAn AGMIabb ACJ Fackad The 1,80rd ACI FWhx H" 0 pof Fo%kV ftear 0& Too 0.0 PQ OK Foaft -Shaw I& Hem 21.4 pal OK AllWARble 05.0 PO Mki skbft Raim Ova" 2.51 OK Skft ' 1.84 NO" SURP Caks (ftftl COMWW9 Used) LaWal Udkq Forca 427.1 to IM 100% Pwft Force 225.0 ba fta IW% Fftm Force 634,3 1* Added Force Rex(d IW ft OK .... ftr 1.5 , i SWdy 0.0 to OK [FooUns n R-N-Uft FOCO Presstire W: UPAWd 0 0 Ke., Owword 0 1.473 R4 AAU: 0984n 0 1,473R4 Actual 14ft stwK ON 2iX no ADM I -VJay Shear 0.00 0%00 Pei Too Refton*vg None SpvM NOW Rdulbroft No" speed " ReWw.AV Nam Spw,4 FootirWipoil FeWden a 0" ftl hOWN 0 Won fbr pmem" 0.00 in fide surchafge) ft 2�= OW Fy m-40,0= Min. As % C 0.0012 ToeWk& O'w It Heelwkm 2 17 TOW Foaft Wkfth -21'r ,==z& Foe" ThIcbmw 10,00 In %==Mf 0.00 In azw� 162LI00 VAY distance I'm To 0.00 In moo it J06. Oftw 0 Tap s 3AO In @Iwa 3.00 Smhmoe OM Now = lag pef wduw Ow Toe - OOPO. WsW To Raft SgdbV & Overhirning Used far Wnq & OveftftV Fdwm- CO 'I - Dow" SIMOK 0.00 Wag Material AbWe "W c4parate nw(ness av RdwSks 4 0 4 0 Rebw Pleow at EOp DeAgn Ode fwFB + kfe aim TM Fwft III Sedian ft MIS 5 Monord.-Ado f14 M.5 Mormnt .... ANNable Z8411.9 8h9w .... Actual Pw" .5 7 5 Shm-Aboobb psi 05.0. BW rl%ww� AAONVE 1-. *-%16 Car L*Hook Mow m. In 6M UUffd1 e� -W.- Raw 141' M =-= -r In= 4100 ft psi 7 ro pw sow W04ft spew Inspeom SW Tam FacWr B*' ftw nw C= MW ry" - Medim WeW Ewa rc 0 = Fy PO - 40,6M.0 COW Acceptable Sifts a bW TOO. 10 reld, Mu < 3 Fr HNI: #4Q n75 im " 36,75 In. "CO.25 in, Krf. No My defined I A 11 71� in,'00@ 40.25 In, 0, 1 f'V 10- xx�cl 07/26/2005 06:47 2069 WEITZEL CONSTRL&ON PAGE 05/05 J1A--et>-200-9 15:59 FROtl:Elj OLSIGN CO qej,-1445602 11ME 69371953 P.004,1004 evoureen Oewgn company TO: Mft* Lam Job 8 2W4.46 21912 3ft Ave W DOW. lb Orkmr, WA 9=38 OCSM00n: 425.771-760 vaim 426.7"5602 ft CAAa R* ACI 318-02.1997 USC, 20M 18C, 20M NFPA MM, 11 V" — W VOM" IQWM Z. Ing Wall Design pap 2 COBSOOM !j**WWO evemd ftftWn RIO* '10 Desclipdon Sa wall. . 3.6- - 2000 psf (L-wall at driveway v*h 100 pif vehide �urcharge) Fwm Dhtwm Mmm ftu ts ft Mod AcIW Preamm AWS 1.00 MA Too Acbm Pnmm -MA am 49.7 udwee Ovu TOO AdOWA F=MV LOW Added Let" L=d Lwd 0 Stmn Aba" SW Seleftkoed Taw a 427.1 WAIL 7W R,,*,1h1WOV""RWO 251 VOI&W L=ft used fW SW AVaUre e! 1,9*4 The veuvj cwprwt of 20M W=Ln WAO for Sd F@mm —ftREBOYMO. Fonm ft Didoxg ft W Over "M me 1.42 Skped ft over Neel %ffmgmeowsmd 160.3 1.42 Ad*eft Awft Und AxW Dead Lwd an Stan 0.00 F4 Ow 700 Su1V"" Ovu Tat $ton Wd§M(s) 389.7 0-M Eam a SM Thnebm Fooft W*M zri 1 1.09 volt C=T"rwkm 19&6 117 TQa-- ISm, The FLM.. two,# 21 �c ECEIVED JUL 2 6,2005 ENGINEERING [)IvISION f 6*0 UJ/29/2006 23:37 4257446io TP—SWS L7- PAGE 03 NOW I - E*" WAd &hfowq Is to be @dKWWd north to Ow wilth b=Wwy of Lat 2 2. ftar jolebw am to bo bogbad In VA" ROW for LOW i & 2 3. S*Ntwy amm; am to, to tm ewwft swilgry Sow main norlh of Lot 2. 4. 01nxA donn dbdhwge Is to t* rnaft b ft a, I th dorm fnlinhOlft At " fmw"vwGd corm of Lot 2 ndf ftibr, her W* W*Mm OW hw w"aly *w ofdoW in ft ft wmi *Wn m" " h ssmh #74- top Storm 27031:30035900 Sokpo, C. T. GL4 72' Storm Pra4i Storm MM Gwa Vaive IR 13.34 27=300=200 MacDonald, V ognp w 2 6' W w X, 210313003OS300 ftcFarlantp, I JIM top. 27.00, le, 17.00 2. ff 0jo Pea Sqw1bb, R Nw4rww to ....1 .1 U at 2 27032400210000 C X 4e StrIekland, R Casement/Ingrass, Egress L Wity AF#95nqpacj6j 00461500OD1002 Mcftrrow Trust % I Cfty Of E*aids SP S-95-170 L U r Id C "'t M Ity 0 VREET FILE la f 3 MecoDy twe'WY Lime owner NOW Rom 480 Addm Beach PoW P64 T*~4 WA OWN Zkxft: FtS IZOOO Acre"m 0115 � Nwbw of Law 2 Wtur ft Of Edmords SWANYSM0 COY of Edlilono -&h0d DWIM S&mvk Odwd DWbid ms SE 1/4 NW 114 &M 13, T. 27 N., IL 3 E., WaL SHORT PLAT MAP fbr Nancy Rowe DMNMI Eughliming A SumayiAg PO Box 1484 Snohomisk WA 99291 425481-724LO 7334 VIED13.2703.02 MAY i BUIL 4+100 �VISWNI 4AR 17 2006 DING DEPARTMENT . AllAUHMENT3 I—OFEDMONDS PEAmrr ( CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION V TUS.E ON r A...E! OWNER NAMEINAME OF BUSINESS u -1 'v. f MAILING ADDRESS 2 CITY ZI P "0 ;C)TH , Z_ 1 1747 7, -�8 NAME L At -IC ADDRESS CITY ZIP EPHO E L& NAME _rC_ - - JAJ f C1 7 -3 ADDRESS t'A'L,� 017 A v CITY ZIP TELEPHONE �17_ F/�-yl**L_T_� i �_' 11 4� ' U uct ) ", :? STATE LICENSE NUMBER EXPIRITION DATE LO,5 PROPERTY TAX ACCOUNT PARCEL NO. L) NEW RESIDENTIAL J�rPLUMBING J MECH COMPL NCE OR ADDITION COMMERCIAL E] CKANGLEAOF USE REMODEL 0 mutniAmiLy E] SIGN REPAIR CYDS Ei FENCE X FT) XmL_ I _ _ E] DEMOLISH 1:1 TANK OTHER ,.,(.RAGE RETAININGWALL FIRE SPRINKLER ,C*-C.-PORT ROCKERY FIRE ALARM (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIW �_. I �( NUMBER NUMBER OF CRITICAL OF DWELLING A EASR STORIES 2— UNITS NRUMBE DESCRIBE WORK TO BE DONE A PERMIT EXPI�� PERMIT NUMBER SU1TE/APT# PLAT NAMEISUBDIVISION NO. LOT NO. LID NO. UD FEE S PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCP App—d RW �nift Reqk S... U. Prr" ReWd EXISTING PROPOSED inspection Rpqt*W REQUIRED DEDI CATION— FT Underg,d �.qr�ww METER SIZE LINE SIZE URES PRV REQUIRED TO—/ T/7 YES 13 NO 13 REMARKS OWNERICONTRACTOR RESPONSIBLE FOR EROSION CONTROLIT)RAINAGE.' �)OTF?471f)14 6��#Rxl r66114 6 WA Rsi 1) E &L-b4 tr I< N '�, it '�NGINEERING REVIEWED BY DATE FIRE REVIEWED BY DATE OR CU HORELINE OR ADBI INSPECTION BOND I REO'D I POST POSTED I OYES DKO $ _ SEPA REVIEW SIGN AREA HEIGHT COMPLETE EXEMPT AILOWED PROPOSED ALLOWED PROPOSED :XP V111 I , IVA Z5- 1 19 LOT COVERAGE REQUIRED SETBACKS JFT) PROPOSED SETBACKS (FT) ALLOWED PROPOSED 357, 1-7. +11 MOW SIDE REAR Z5 /0 Z S FRONT LJRSIDE REAR 54 IIAZ Zb 3z . PARKING I REO'D PROVIDED LOT AREA I PLANNING REVIEWED BY DATE 5 �'F >110-4 Z- 2- 111W I '31141051]z CHECKED BY ON CODE OCCUPANT 56C-E I" 'au" '0'? GROUP R3 .SPECIAL INSPWTION JAREA OCCUPANT REQUIRED tkyEs LOAD REMARKS PROGRESS INSPECTIONS PER UBC 108 1 IBC109/ IRC109 ANAL INSPECTION REO'D 25 9 i PC", Dill -1:2-t 1 1 f)0 I "N 'ao . k jxx I I R lq& _L�111 It'll 1_/r_yy�I1j 1:6 6TV 4e VALUATION $ Description FEE Description FEE Plan Check State Surcharge HEAT SOURCE �A'� C� f I,)_ AiK G ING 11 LOT SL B.Ildi g Permit City Surcharge /5 PLAN CHECK NO E Plumbing Base Fee Mechanical rf _-/0 -711) " THIS PERMIT AUTHORUES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DOME ON PRIVATE PROPERTY ONLX ANY CONSTRUCTION ON THE PUBLIC Grading q0 D DOMAIN (CURBS, SIDEWALKS, DRIVEWAY% MARQUEES. ETC.) WILL REQUIRE SEPARATE PERMISSION. Engr. Review PERMIT APPLICATION: 180DAYS PERMIT LIMM I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS Engr. Inspection SEE BACK OF PINK PERMIT FOR MORE INFORMATION ;APPLICANT. ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS Fire Review Plan Chk. Deposit )�W_ N INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND Fire Inspection Receipt # ALL CLAIMS FOR DAMAGES OF WHATEVER MATURE. ARISING DIRECTLY OR INDIRECTLY FROM THE ISSUANCE OF THIS PERMfr. ISSUANCE OF THIS PERMIT SHALL NOT BE Landscapeinsp. DEEMED TO MODIFY. WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Total Amt. Due NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.' Recording Fee Receipt # 1 HEREBY ACKNOWLEDGE THAT � HAVE READ THIS APPLICATION; THAT THE INFORMATION APPLICATION APPROVAL GIVEN IS CORRECT, AND THAT AM THE OWNER. OR THE DULY AUTHORIZED AGENT OF THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL TIms appi cation is not a pernia until signed by the TION; AND IN DOING THE WORK AUTHORIZED THEREBY. NO PERSON WILL BE EMPLOYED B.jIdig Offi.'ial of his/tier Deputy: arid Fees are paid, and IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknovirledged n space provided. WORKMENS COMPENSA1��ANCE AND RCW 18.27. A SIGNATUR SIGNATURE (OWNER OtGEji:�, DATE SIGNED (425) A� hcL 05 771-0220 1,, ED BY )IT ATTENTIONe" M 1333 IT IS UNLAWFULTO USE OR OCCUPYABUILDING OR STRUCTURE UNTILAFINAL 'A INSPECTION HAS BEEN MADE AND APPROVALOR A CERTIFICATE OF OCCU- PANCY HAS BEEN GRANTED. UBC109/IBC110/iRC110. ORIGINAL.Flt� -AELLOW - INSPE PINK -OWNER - GOLD -ASSESSOR 09/03 Ppr--Qq wann _vni I ARF maKiNr.,drnPir=_q CABLE STUB - EWE NHOLL - — -I- E ANHOL 4-v SEWER STUB EXISTING WIRE FENCE — WATER STUB PROPERTY LINE — S880 4839"E 196.18' PROPOSED GARDEN WALL, TO.W39�-6"- 7- - o 0'- W 9 A C) 7 2!1 2'y6 �8 0 -OUCIRE r COAICIRETE STEP -LI)7 IF r— I RLbOF SLOPE I SE EBAC: LINE I/ 97�-6fr C 1 300" -110 A 21" r CCE Set acks UT/LfZ6,1 EAS +�_8 'Lu fop MA Co 001 Hew LJJ 001 -rL G�S-STUB ,(z-) r c,') "q-1 0 1 DTv T ii, OP fA _E_ c'o EXISTING WIRE FENCE STORM SEWER MANHOLE ELEV. 20.28'(DA TUM POINT) /' CoPe�--_Tag e uired Actual 7-4 I V�CO tNG F(567T��IN T ROOF OUTLINE IMPERVIOUS SURFACE CALCULATIONS: PROPOSED ROOF OUTLINE: 3022 SQ. FT. PROPOSED DRIVEWAY. 2090 SQ. FT. PROPOSED UNCOVERED TERRACE AND STEPS. 120 SQ. FT. 1VT7tL--T-(MP �-�23,2- -5F C)�w /PROPOSED RESIDENCE/ 0 1476 SQ. FTI (MAIN FLO O,1R) 1438 SQ. F�. (BASEMENT) ITI N880 4839"W 198.5 OSTREET FILE HEIGHTCALCULATIONS.' A=+27' B=+33' C=+34' D=+28' u 20� AVE GRADE: 30�-6" LOT COVERAGE. 5289"ISQ. FT. ACTUAL: 49�-6" LOTAREA: 15779 SQ. FT. 7E c E I v F D MAXIMUM: 55�-6" LOT COVERAGE. -z - o 1302o FEB - 4 2005 APPROVED BY PLANN LOT SLOPE. 5% PERMIT COUNTER 5- --7-- APONOVED AS NOTED PROPOAED GARAGE 589 SQ. FT. u- Lu n C-Lt ri +33 A, PROPOSED ROCKERY �jr 6 (Zi (0 _-f nF1 I SITE PLAN 1 20' - 0" NORTH PROPERTY OWNER EXISTING GRADE CONTOURS PROPOSED MODIFIED GRADE CONTOURS UVIV 01 DAM0 0CM7=K 23813 MERIDIAN AVE S BOTHELL, WA 98021 PROPERTYADDRESS 693 MELODY LANE EDMONDS, WA 98020 PARCEL NUMBER 27031300305800 N STANDAM DRAINAGE DETENTI WORKSHEET OWNER - b0h O�V�k &'V� �"�e f ADDPXSS wk-� W& 96a, IMPERVIOUS AREA k 00c) SYSTEM CALC BY VVI A� -Tc", �vr PHONE: I.I. (-- -3q I DATE: z 10 1 "'DESIGN DATA***** PIPE DIA PIPE LG j I V_ L� '� 0 - L-3 - I DETENTION PIPE LENGTH FINISHED Gi� I r4L MINIMUM I .5% TO 1% SLOPE LID ORIFICE *ATUN1RffPRM1NCfOP OF CDNC BOX OR RISER CONTROL L-41 ?i I N. UPPER CATCH BASIN .13RIFICE CONTROL CATCH BASIN r, rE IL; V/ 7,9- :DD STREET FILE CROSS SECTION' FEB - 4 2,,',195 PERWIT CCUX!TER 2'X2'X� DEEP, 4-6' SPALLS OR EOUAL FROM CONTROL CD 2'X 2'X 3' DEEP, 3/4' CRUSHED ROCK ��z xISTING GRADE k_� 11 _144� FROM CONTROL OUTLET k CWAsmCD ROCK "��O UTFLOV TRENCH, MIN 10' LONG. Pi ERF PIPE TO BE LEvEL PERF PIPE W1 END CAPS T NCH SHALL JE LINEF VITH MIRAF I I ME POR TO PLAC N WASHED DRAIN ROCK AIPJUP OUTLET RUNOFF SPREADER. TRENCH FOOTING DRAINS SHAU NOT -BE CONNECTED 70 DETENTION SYSTEM NOTES: 1. Call Engineering Division (771-0220) for a tightline and detention system inspection before backfilling and for final inspections. 2, Responsibility for operation and maintenance of drainage systems on private property is the ' responsibility of the property owner. Material accurnulatm in the storage pipe must be flushed out and removed from the catch basins to allow proper operation. Ile outlet control Orifice APPROVED BY _3 DATE Table 1 — Detention Pipe Sizes I Impermeable Required Area Sq. Ft. Vol Cu Ft 2000 50 2500 62 3000 75 3500 87 4000 100 4500 112 5000 125 Note: Allowable Pipe Materials: Impermeable Area Sa. Ft. 2000 2500 3000 3500 4000 4500 5000 Pipe Diameter 15" 1811 24" 300 40 28 16 10 50 35 20 13 60 42 24 15 Required pipe 70 49 28 18 length in feet 80 56 32 21 90 63 36 23 100 70 40 25 Reinforced Concrete Aluminized Steel Aluminum CMP Asphalt Coated N — 12 ADS (Not permitted on roads) Table 2 — Outlet Orifice Sizes I Outlet Orifice Diameter (inches) 5/8 5/8 3/4 3/4 7/8 7/8 7/8 Table 3 — Rectangular Catch Basin Requirements I Detention Max. size Catch Basin pipe diameter knockout Type < 18" 20" Type 1, CB 15 180 to 24" 26" Type IL, CB 16 24" to 36" 36" Typell,CB19 19(48"Basin) 36' to 42'. 42" Type 11, CB 19 19 (54" Basin) *Source: Assoc. Sand & Gravel Co. Standards 5 0 0 PLANNING DATA NAME: Pan 1, -DATE:-3//.f 1,5- SITE ADDRESS: v & 9 3 tonc PLAN CHK#: 4f PROJECT DESCRIPTION: A14,1 SAA- ; 8Au�, I-JJY' ^o-* 14.— jw,�*4, �, 5T9 P-4- � Zt, 2.' REDUCED SITE PLAN PROVIDED?: atWi e4ke,,— MAP PAGE: Z5 3 CORNER LOT: (Yes FLAG LOT: C&I—Q— ZONING:- P-S-(Z, CRITICAL AREAS DETERMINATION #: (J Studv Reouired: 3"Waiver L1 Conditional Waiver SEPA DETERMINATION: L1 Fee (J Checklist LJAPO list wl notarized form Ll(Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger) U"Exempt SETBACKS: 25' "'V� me — Required Setbacks: / Street* -tW Left Side: 0' Right Side: Rear: 4v' 2-5 Actual Setbacks: 54' Street: 6'N" Left Side: 11' Right Side: 12- Rear: -9- 6,' Street map checked for additional setback required? (Yes / No k") LJ DETACHED STRUCTURES: L1 ROCKERIES: LJ FENCEsrrRELLISES: LJ BAY WINDOWS / PROJECTING MODULATION: LJ STAIRS/ DECKS: PARKING: Required: �- Actual: LOT AREA: 13, 3 79" (r.-) LOT COVERAGE 7 2 Calculations: I IV .20-1 A Z-& 4 13,379"' ': 17A BUILDING HEIGHT: Datum Point:— Datum Elevation: 2,9. 29, Maximum Allowed: Z9 (55'6,") Actuall-leight: 91 A.D.U. CREATED?: Yes) Nb k-,� 6k,v- SUBDIVISION: 5-1=3-6-) LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes OTHER: Plan Review By: RM I(- -4-- /M'Y6- NewBPP1an.ningDataForm.D0C &9&4 no outing.8' sewer hm SS "H on-0 60, SSNIH 74.1 P .00 15.63 5 a-- lk8O #75 SSMH *1110IF-6* Top 27.00 = 17.00/ _j, 0 , Ar 7ta,-17, -0 Install � C 6"Co 17,17. 1 S @ r/. S70-2,j. W 2 20Z W 4'07 98 1624 151 Drainage E.Z�Ilv z I 14 21,200 of lop Sanitary sewer Basement Z, N88*48`39"W 19&18 #7 SSMH 4.2 D-f 10 ,�6 ;.2 % z 21.4 TOP 1 3 6" ie 17.33 Access & ut&Y E—� Ln Lot 1 X I A= = 15,779 of. 6 N 88* 48'39" W 198.30 deed Ngr4f 38o if t4/r HDPE Pipe 300ff14/r1mPEPips (A 3/1r Waff Me= Pw& No. 137-6) =(2) 80 If VTjjW'ffC0PP- TWAn SI) Melody Lane 1 "', tZ 3/4-Ses�i- Sheet 2 of 2 sheets CITYOF EDMONDS SHORT *AT S-03-60 i 0 ssmb #14; wp 16.,12, is 13-U I- . ! . . Section: 13, Township 27 N., Range 3 E., W.M. LEGAL DESCRIPTION: That portion of Government Lot 4. Section 13, T. 27 N., R. 3 E., P—dRe—Xq, IW77 Sept MW W.M. described as follows: Corpmenctrig at live 114 comer common between Sections 6' Pedestrian Eas'n"I't 13 and 24, "Id Township and Range; thence N 88* 48' 39' W tho south fine of Section 13 a distance of 1087.30 AF#8712280087 I somb #75: 27.00, io 17.00 along feet to the ti. '61M of beginning; thence N V 11 -21- W 152.30 I feet to the ibutherly One of the tract of land conveyed to E a Jet 'pas McNamara by Deed recorded In Volume 271 ugen I of Deeds, Page 491, under Auditoes File No. 563723, Records of �nohomish County, Washington and an old fence; thenpe said fence and line N 71* 32'OW W 317 St—.& SsuiWy Z along 20�25 feet �o a fence; thence S 2* 2T 00" W 216.82 feet to 2 theSection line; thence S 88* 48'39" E 198.30 feet to the GL 4 2!,M SF 5 Utility Easement 4� point of begInning. Situate in t4e, City of Edmonds, County of Snohomish, State Washington. ;S Af #1964624 :2 Centeditie 10'Sewer of BSBL rg 4 Easement AF #1747988 — - — — — — --- — — — :— — �.w � ps z AF #90031SMS Condition 6 : I 1 2- 301 Aceess & Utility Exsem=l Thai Grantor, her heirs, successors and assigns, shall have the right to connect her property free of ; :1 1 charge to the City storm drain at any future date of Grantoes or her successors choosing. , 15,779 SF Gross 13,378 SF Net : I SVA 1/4 Ca= BASIS OF BEARINGS: El—d Rb./Cp,, .1 Ir 21113 1 _Q�A FW4 him & Cos sqt 2= South line of Section 13, T. 27 N, R. 3 R, W.0 4V 39" W 198.30 1-,, N88-4839-W 1087.30 being N 88o 48- 39- W. Bloc P11 Exist Fenco EQUIPMENT & ACCURACY: Leica 6" Total Station used for field traverse. Accuracy meets or exceeds WAC 332-130-090. Found rebar and cap at property corners indicated. 112" "intensus, 17658" at all Set rebar and cap, Eapem�atllqgress,figress Utility AF#9509220161 other property comers. Ci%,of Edmonds SP S-95-170 AF #9602050190 GL 1 Lot, ithin �he short plat may be subject to the following instruments: 11.58794 Private Road Easement 1964624 City of Edmonds J. 1747998 City ofEdmonds &71n80O81 Pedestrian Easement 9003150298 Construction Easement 9509220161 Access & Utility Easement J CONFORMED COPY 200409015216 2 PG$ 0 01.2004 09:33am $85.00 9 - SNOHOMISH COUNTY, WASHINGTON M61o*dy Lane =so Owner: Nancy Rowe SHORT PLAT S-03-69 City of Edmonds, WA SE 1/4 SW 1/4 Sec. 13, T. 27 N., R- 3 E., W.M. RiTENSUS, Engineering & Surveying PO Box 1486, Snohomish, WA 98291 360-668-7534 ffREET FILE &q3 1"49:400(f LAtJF, Mv AR 17 2OC6 BUILDING DEPARTMENT CITY OF EDMONDS DATE RECEIVED g711,),),. I [PERMIT EXPIRE PERMIT CITY OF EDMONDS NUMBER C-7-11L 13LbK 9" CONSTRUCTION PERMIT APPLICATION JOB SUITE/APT# ADDRESS LL-14 OWNER NAME'NAME OF BUSINESS PLAT NAME/SUBDIVISION NO. LOT NO. LID NO. LID FEE $ Poo + W—ro 1� �"eyl W MAILING ADDRESS z R� 4_1M i�)eprlpik AV PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCP Ap 0 .5 EXISTING _ PROPOSED RW Per'ii=r.d (3 Street Use Pennit Required 13 Inspection Required CITY ZIP TELEPHONE 1?_yjTt15?,L_,(j -in I REQUIRED DEDICATION FT Sidewalk Required Underground I I Wiring required NAME METER SIZE L17 NO� OF FIXTURES PRV REQUIRED LAa*Wj LO /W244. YES 13 NO 0 z o+% x ADDRESS �Lw REMARKS OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE Uj Lu z wL faz aeoulaw J)PA6/"o CITY ZIP TELEPHONE q�61 dhy- n NAME CBL# WEITSLEL q7.5q ENGINEERING EVIEWED BY 7 e-..-/ _71 DATE cc ADDRESS FIRE REVIEWED BY DATE uj x 12 CITY ZIP 1 TELEPHONE 0 0 4;E7)"k7TZ,.c_, 190&-q35_-8`W0 STATE LICENSE NUMBER EXPIRATION DATE VARIANCE OR CU OR ADB# INSPECTION SEPA WPTzc,_T o-7-7L4 4W A C1 ftu/v\ A�SHORELINE 13 YREQ'D ES E COMPLETED I ZPT NOI j PROPERTY TAX ACCOUNT PARCEL NO 4 ZONE SIGN 'AREA NlArl- HEIGHT NJ(., 0 770,3 WAIVER ALLOWED PROPOSED ALLOWED PROPOSED ul cl, STUDY 13 NEW RESIDENTIAL PLUMBING / MECH LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.) COMMERCIAL ADDITION COMPLIANCE OR C3 ALLOWED PROPOSED 4, 11017 F*AR FRONT UP I DIsfele, L/RSIDE REAR N 1( - 0 3 MIXED USE CHANGE OF USE 1.151, ac_a or z z PARKING REQ'D ED PROVID,,, LOT AREA PLANN IN G REVIEWED BY' DATE REMODEL MULTIFAMILY SIGN 5 I-- N1 I 5;k"01 GRADING FENCE ED REPAIR CYDS REMARKS (nfA&fYV(Atd \A&AAIV� Pya ( X FT.) DEMOLISH OTHER TANK I I I cGARAGE RETAINING WALL FIRE SPRINKLER CARPORT 9 yxt > a) A a k 0, f-0 ef e.-,— Q ROCKERY FIRE ALARM P (TYPEOFU . BUSI NESS OR ACTIVITY) EXPLAIN: )F CONSTJIU) CODE 6cCUPAN JION NUMBER OF NUMBER OF DWELLING SPECIAL INSPECTION CONSULTANT OCCUPANT o' STORIES UNITS REQUIRED 13 YES LOAD DESCRIBE WORK TO BE DOWE___ REMARKS r GEOTECH REPORT r I BY: STRUCTURAL DEaaN BY: " . - 7� It b Ve-- VALUATION -7 t9l 0 Description, FEE Description FEE AamiChe6k State Surcharge HEAT SOURCE LOTSLOPE% 77��EgTED.DATE Building�Pdrmit zz City Surcharge PLAN CHECK NO: Plurrlbin"gl., Fee Base Mechanical THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO L- BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBIC DONMAIN (CURBS, SIDEWALK$, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE Grading t SEPARATE PERMISSION. Engr. Review a kv PERMIT APPLICATION: SEE ECDC 19.00.005(A)(5) 111.1 PERMIT LIMIT: SEE ECDC 19.00.005(A)(6) Engr. Inspection SEE BACK OF PINK PERMIT FOR MORE INFORMATION U) 'A 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE. HEIRS, ASSIGNS AND SUCCESSORS Fire Review Plan Chk. Deposit Lu -1 IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF Fire Inspection Receipt # EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY x FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Landscapelnsp. Total Amt. Due NOR LIMIT IN ANY WAY THE CITY's ABILITY TO ENFORCE ANY ORDINANCE PROVISION.* Recording Fee Receipt # W Z 6^64 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. ALS SIG RE DATE s (0 no 9� DATE SIGIIJW (425) 71,:,2- 771-0220C RE B ATTENTION EXT. 1333 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL 09"�, ; 4, A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTI- P )A0A_j FICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109 If IBC110 If IRC110. ORIGINAL - FILE YELLO� PINK -OWNER GOLD - ASSESSOR 21912 34th Ave. W. Brier, WA 98034 P. 425-771-7602 F. 425-744-5602 lodb.edc@vedzon.net 31JIL W3 LEGAL DESCRIPTION LOT 1, CITY OF EDMONDS SHORT PLAT UMBERf4)3-W, RECORDED SEPTEMBER 12004 UNDER AUDITOR'S FILE 200409015216, RECORDS OF SNOHOMISH COUNTY, WASHINGTON Sl STRUCTURAL NOTES S2 BASEMENTIFOUNDATION PLAN S3 MAIN FLOOR FRAMING PLAN S4 ROOF FRAMING PLAN S5 TYPICAL DETAILS S6 SECTIONS AND DETAILS S7 SECTIONS AND DETAILS S8 SECTIONS AND DETIALS CC). I C I Ill L f>ATk P-.� C) pJo-ffF-:S C C,1-2� PF-Ajt-��r-i CABLE STUB SEWER STUB EXISTING WIRE FENCE E NHOL8 WATER S TUB PROPERTYLINE S880 4839"E 196.18' PROPOSED GARDEN WALL, T. 0. W 39�--6" 2,/ 1 2� ?4 216 0 z '.2 Q F--7 4 W JiE -- - ---v- B +33 94 CONCRr;�E STEPS -4-8- IL 2b�-Q- /I L Rb SEYEBACK LINE OF SLOPE 97�-6- C 1 3010- -jot-0- I I-APCESS 0 1) 46 S c):44 PROPOSED ENT W,u RESIDENCEt PROPO�ED 100 1476 SQ. FTI GARAGE 6F-0"6 1 1�: 589 SQ.FT. L S- c): W4 ' (MAIN FLOQ0) P-4: A 1438 SQ. F,� cv) u� col (BASEMEN7) 601 qUILDING F66TkINT 7 1 co 'STUB �ROOF OUTLINE 10 -F V- *EXISTING AE FENCE Z�7 STORd'SiWER MANHOLE- ELEV. 20.28'(DA TUM POINi) IMPERVIOUS SURFACE CALCULATIONS: PROPOSED ROOF OUTLINE. 3022 SQ. FT. PROPOSED DRIVEWAY: 2090 SQ. FT PROPOSED UNCOVERED TERRACE AND STEPS: 120 SQ. FT N880 4839"W 198.30' HEIGHTCALCULATIONS A=+27' B=+33' C=+341 D=+28' AVE GRADE. 30�-6" ACTUAL: 49�-6" PROPOSED ROCKER Y SITE PLAN V = 20' - 0" NORTH PROPERTYOINNER EXISTING GRADE CONTOURS DON & BARB BERGER 23813 MERIDIAN AVE S BOTHELL, WA 98021 EROPERTYADDRESS 327 2ND AVENUE W. S E A T T L E W . A 9 8 1 1 9 T E L E P H 0 N E 2-0 6 . 2 8 4 . 8 3 5 5 F A C S I M I L E 2 06 .2 8 6. 1 9 2 3 . a43.. vv�� d-,-- -)f-APPI IOVEDVAANNING 'nz:" Vj f fYLA/Vit I'f > 511 L3 V- 0, 6s, cotA�o A . CA-W\6+rLA�C*--6(, VIM 130C'� (.A' Co V,-t- ( ID Y� �l YN U� +-Of C)-� w Ao Yvv.As4- (YWR-t- FROV[D AS NOTED BY EI!QINEERINO.- Date: --- 'AM 99 0-Teo OVVNER/CONTR FOR EROSION C -7L7' TRIN106% VV*LL 5MT(W ,CTOR iS RESPONSIBLE ONTROL AND DAMAGE MOW LOT COVERAGE: 5232 SQ. FT. I r)T A PFA - 1 9;770 -ICZn =T 693 MELODY LANE EDMONDS. WA.98020 MiJAE iNim w.F�A.11 115) rr-N-) 13� U wp 27 nuE. 3 f ? X fm CO 3 '4 '2 A/ r -Z iv PROJECT DATA SCALE: 1"=20' PROJECT DATA: GRAPHIC SCALE 0 10 20 fam "Mm, � MIMM, ( IN FEET ) 1 inch = 20 ft. LEGAL DESCRIPTION: IMPERWOUS SURFACES: LOT 1, CITY OF EDMONDS SHORT PLAT NUMBER F-03-69, RECORDED SEPTEMBER 1, 2004 UNDER AUDITOR'S FILE 200409015216, RECORDS OF SNOHOMISH COUNTY, WASHINGTON EXISTING IMPERVIOUS SURFACE AREA 0 S.F. PROPOSED IMPERVIOUS SURFACE AREA 5,000 S.F. NET INCREASE IMPERVIOUS SURFACE AREA 5,000 S.F. VER77CAL DA 7Z/M NA VD 88 EARTHWORK QUANTITIES. CUT 50 C.Y. FILL 50 C.Y. NOTE: THESE ARE APPROXIMATE ES11MATED QUANTITIES FOR PERMIT REVIEW. THE DO NOT INCLUDE QUANTITIES FOR UTILITY TRENCHING OR BUILDING FOUNDATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR INDEPENDENTLY DETERMINING ALL QUAN11TIES FOR BIDDING AND CONSTRUCTION. GENERAL NOTES6 1.ALL WORK SHALL BE IN ACCORDANCE NTH THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, 2002 EDITION, UNLESS OTHERWISE INDICATED OR SPECIFIED. 2. UNLESS OTHERWSE INDICATED OR SPECIFIED, A" WORK UNDER THIS CONTRACT SHALL BE MANAGED AND ADMINISTERED BY THE CONTRACTOR. IN ADDITION TO THE GENERAL WORK INDICATED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR WORK SITE SAFETY AND COMPLIANCE WITH THE LATEST APPLICABLE CODES AND ORDINANCES. 3. PRIOR TO SUIBNITTING THE BID, THE CONTRACTOR SHALL VISIT THE SITE OF THE WORK AND BECOME FAMILIAR NTH ALL CONDITIONS INVOLVED IN CARRYING OUT THE WORK, MAKE ARRANGEMENTS WITH OWNER FOR SITE VISIT DATE AND TIME IT WILL BE PRESUMED THAT THE CONTRACTOR HAS PROVIDED IN HIS/HER PROPOSAL FOR ANY MISCELLANEOUS ITEMS THAT MAY NOT BE COVERED IN THE PLANS AND SPECIFICATIONS, BUT ARE NECESSARY TO PROVIDE A COMPLETE AND WORKABLE PROJECT. 4. PRIOR TO STARTNG THE WORK, THE CONTRACTOR SHALL VERIFY THAT ALL APPLICABLE EASEMENTS HAVE BEEN OBTAINED BY THE OWNER. PRIOR TO STARTING ANY WORK IN THE PUBLIC RIGHT—OF—WAY, THE CONTRACTOR SHAU OBTAIN ALL APPLICABLE STREET USE/PUBLIC RIGHT—OF—WAY CONSTRUCTION PERMITS. 5. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO PROCEEDING WITH tNY WORK OR FABRICATION OR ORDERING OF MATERIALS. 6. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES REQUIRED TO PERFORM THE WORK, AND SHALL BE RESPONSEILE FOR THE JOINING OF HIS/HER TO THE WORK OF OTHER TRADES. 7. NO PORTION OF THE WORK REQUIRING A SUBMITTAL APPROVAL SHALL BE COMMENCED UNTIL THE SUBMITTAL HAS BEEN APPROVED BY THE OWNER. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH APPROVED SUBMITTAL MATERIALS. 8. CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION CLEAR OF DIRT AND DEBRIS CAUSED BY DEMOLITION AND SHALL STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN AREAS DESIGNATED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9. CONTRACTOR SHALL CHECK WITH OWNER'S AUTHORIZED REPRESENTATIVE FOR STAGING AREA AND SECURITY REGULATIONS. 10. ALL MATERIAL STORED ON THE SITE SHALL BE PROTECTED FROM WEATHER TO PREVENT DAMAGE AND DETERIORATION UNTIL USE. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL SHORING, BRACING, OR OTHER TEMPORARY STRUCTURAL SUPPCRTS AS MAY BE REQUIRED AND SHALL BEAR THE COSTS OF ANY ENGINEERING THAT MAY BE REQUIRED. 12. THE LOCATION OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER ANY OTHER U11LITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, AND SHALL FLAG OR MARK ALL EXISTING UTILITIES IN THEnELD AND PROTECT THEM FROM DAMAGE. 13. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY NOT DESIGNATED FOR REMOVAL WHICH IS DAMAGED BY OPERATIONS RELATED TO THE EXECUTION OF THIS WORK. � � 14. - ALL' DISCREPANCIES FOUND AMONG DRAWINGS, SHALL BE REPORTED TO THE OWNER FOR CLARIFICATION. IN CASE OF CONFLICT, CONTRACTOR SHALL BASE HIS/HER BID PRICE ON MOST EXPENSIVE SYSTEM UNTIL CLARIFIED IN WRITING. 15. REPRESENTATIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE DRAWINGS, THEIR CONSTRUC11ON SHALL BE IF THE SAME CHARACTER AS FOR SIMILAR COND11IONS THAT ARE SHOWN OR CALLED FOR. 16. ALL REQUIRED WORK SHALL BE FURNISHED, INSTALLED, COMPLETE AND IN OPERATING CONDITION, AND SHALL COMPLY NTH LATEST APPLICABLE CODES AND ORDINANCES. 17. PROVIDE TEMPORARY SEDIMENTATION AND EROSION CONTROL AS NECESSARY TO PROTECT THE EXISTING STORM DRAIN SYSTEM AND PREVENT SOILS AND SEDIMENT FROM LEAVING THE SITE. PROTEC11ON MEASURES MAY INCLUDE SILT FENCING, CATCH BASIN PROTECTION, SEDIMENT TRAPS/PONDS AND OTHERS AS REQUIRED. EROSION CONTROL MEASURES WHERE INDICATED HEREIN SHALL BE CONSIDERED A REPRESENTATIVE MINIMUM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THESE BASIC EROSION CONTROL REQUIREMENTS. R A VICINITY MAP SCALE: 1*=2,000' CIVIL SHEET LIST: CO.1 CIVIL DATA AND GENERAL NOTES CO.2 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C1.1 SITE GRADING PLAN AND SECTIONS C1.2 DRAINAGE AND DETENTION PLAN LEGEND: ASPHALT PAVEMENT FIRE HYDRANT THRUST BLOCK VALVE 4.. CONCRETE PAVEMENT BEND FITTING 69 WATER METER DITCH OR SWALE FLOW LINE 0 AREA DRAIN m CATCH BASIN TYPE 1 0 CLEANOUT RD— ROOF DRAIN —FD— — — FOOT DRAIN STORM DRAINAGE LINE (SD) ABBREVIATIONS: AD AREA DRAIN LF LINEAL FOOT APWA AMERICAN PUBLIC WORKS ASSOCIATION LS LANDSCAPE DESIGN CB CATCH BASIN MAX. MAXIMUM C.O. CLEANOUT MIN. MINIMUM CSBC CRUSHED SURFACING BASE COURSE mi MECHANICAL JOINT CSTC CRUSHED SURFACING TOP COURSE N NORTH DEV DEVELOPMENT NTS NOTTO SCALE DISP. DISPERSION O.C. ON —CENTERS E EAST PLS PROFESSIONAL LAND SURVEYOR ESC EROSION AND SEDIMENT CONTROL RD ROOF DRAIN EX EXISTING R/W RIGHT—OF—WAY FD FOOTING DRAIN S SOUTH FDC FIRE DEPARTMENT CONNECTION SO STORM DRAIN FF FINISH FLOOR SF SQUARE FEET FH FIRE HYDRANT SS SANITARY SEWER Gv GATE VALVE STI) STANDARD HYD HYDRANT STL STEEL IE INVERT ELEVATION TYP TYPICAL K.C. KING COUNTY W WATER WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION APPROVED AS NOTED BY ENGINEEPING APPROVED FOR CONSTRUCTION A R C H I T E C T S IR 610 W- PROSPFECT S E A T T L E W A 9 0 1 1 9 TE L E P H ON E 206.284.8355 F A C S I M I L E 206.2 17.0113 MELODY LANE HOUSE Am Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fax 425-391-1551 26198 ............. .. EXPIRES 6/10/05:] 1"TREET FILE 7 r. �3 FEb IIE-HM1,11- 0111JNITEI"i CIVIL DATA :AND GENERA NOTES '0�00 I TEC JOB No. 333—LWA PERMIT SET 2/4/05 4- ate: City Engineer Date f hr.M F SM 114 SEC 13� VMP 27� RGEo 3 f '3- S88*48'39"E . .... .... 196,18' )e X TEMPORARY SILT FENCE �PER DETAIL 1/CO.2 (TYP) _0 L — — — — — — — — — — — — - I f m U) t CD DO f M17 J. TEMPORA01 SILT FENCE PER DETAILI 1/CO.2 (TYP) co ell Lo f j if, i n' I L-11, , I-)U -t,u Oj VY TEMPORARkONSTRUCTION TEMPORARY SILT FENCE ENTRANCE PER DETAIL 2/CO.2 PER DETAIL 1/CO.2 (TYP) ESC PLAN SCALE: 1"=10' r.%Imrwrw I V MnA. I I I I - C�l C14 4--- AD 0 000 le= 71 =_11 TTr�_, F --- 7_1 cli SUPPORT NET WIRE MESH OR SLIT FILM FABRIC --, -SEDIMENT CONTROL FABRIC MIRAF1 10OX, OR EQUAL COMPLETE W1 POSTS, PRE SEWN POST POCKETS, SUPPORT NETTING AND COUPLERS WHERE NEEDED - BACKFILL 8"X12" TRENCH W/ 3/4- MINUS DRAIN ROCK TEMPORARY SILT FENCE GRAPHIC SCALE FROM, I m''WE ( IN FEET ) I inch = 20 & 2"X2" WOOD POST WITH BEVELED TOPS, 5'-0" LONG, AND MAXIMUM 6' SPACING SUPPLEMENT FOR SHORTER SPACING AS NECESSARY SEDIMENT CONTROL FABRIC WIDTH 3' SUPPORT NETTING WIDTH 2'-0" OM NOTE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION 'NHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS —OF —WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2—INCH STONE, AS COND11IONS DEMAND, AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. R=25' OP At ID 4"x8" 'D. QUARRY t, 'c'. SPALLS - AOQOXUS��' [z CD n I EROSION AND SEDIMENT CONTROL NOTES, 1) APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) 2) THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3) THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CON11NUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPUCANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4) THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 5) THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). 6) THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CON11NUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). 7) ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8) ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9) THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. 10) AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT —LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11) STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUC11ON AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12) ANY PERMANENT RETENT1ON/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13) WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 14) PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY INSPECTOR. THE CITY INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. 15) DEWATERING CONSTRUCTION SITES. DEWATERING SYSTEMS SHALL DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT POND. 16) CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION SITES. ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER. 17) FINANCIAL LIABILITY. PERFORMANCE BONDING, OR OTHER APPROPRIATE FINANCIAL INSTRUMENTS, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE COMPLIANCE NTH APPROVED EROSION AND SEDIMENT CONTROL PLAN. CONSTRUCTION SEQUENCE: RECOMMENDED CONSTRUCTION SEQUENCE PRIOR TO ALL WORK, CALL CITY ENGINNERING INSPECTION LINE AT 425-771-0220, EXT. 1326 24 HOURS IN ADVANCE TO SETUP INSPECTION. 1) PRE —CONSTRUCTION MEETING. 2) FLAG OR FENCE CLEARING LIMITS. 3) POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 4) INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5) GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6) INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7) CONSTRUCT SEDIMENT PONDS AND TRAPS. 8) GRADE AND STABILIZE CONSTRUCTION ROADS. 9) CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF EDMONDS STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11) RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 12) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13) STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14) SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15) UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. CALL BEFORE YOU DIG 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES APPROVED FOR CONSTRUCTION 4� V A R C H I T E C T S w 610 W- PROSPECT S E A T T L E W A 9 6 1 1 9 TE L E P H ON E 206.264.8355 F A C S I M I L E 206. 217. 011 3 MELODY LANE HOUSE Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fax 425-391-1551 FEXPIRES 6/10/05 J, F E G 6`5'j T E M P 0 R-A IR Y TEC JOB No. 333—LWA PERMIT SET 2/4/05 City Engineer Date sm 114 SEC 139 ymp 27� RGEE3 3 C14 31. —7 cX) ... ....... Li C) 00 ITO MAIN AIN'FLOPR 355-0 BASEMIENT3"O f Lc) Li A AGE�I"/ �3.75 711)1/ LL V j A 00 J T `7 7 "dk A 10' 7, -7 9 " W 1`� 8 8'4 8 'J 198.30 SCAI F: 1"=10' GRAPHIC SCALE I W0 I a m m m m mmwn momadw NI= ( IN FEET ) I inch = 10 ft .GRADING NOTES: 1. THE PROJECT SOILS REPORT PREPARED FOR THIS PROJECT IS ENTITLED "GEOTECHNICAL ENGINEERING STUDY, PROPOSED RESIDENTIAL SITE DEVELOPMENT, 4326 SW SOUTHERN STREET, SEATTLE WASHINGTON- BY GLEN MANN OF CREATIVE ENGINEERING OPTIONS, INC. DATED APRIL 30, 2002. THE RECOMMENDATIONS AND REQUIREMENTS PRESENTED IN THIS REPORT SHALL BE CONSIDERED SPECIFICATIONS AND CONTRACT REQUIREMENTS FOR THIS WORK. 2. PROVIDE SHORING AND UNDERPINNING WHERE INDICATED AND/OR REQUIRED. PERFORM UNDERPINNING AND SHORING OF EXISTING FOUNDATIONS SO AS TO NOT DAMAGE OR COMPROMISE THE EXISTING FOUNDATION OR SUPPORT OF THE STRUCTURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, SAFETY, AND EFFECTIVENESS OF ALL SHORING AND UNDERPINNING. 3. UNSATISFACTORY FILL MATERIAL — SOIL MATERIAL THAT CONTAINS ROOTS AND OTHER ORGANIC MATTER, TRASH, DEBRIS, AND FROZEN MATERIALS AND STONES LARGER THAN 6 INCHES IN ANY DIMENSION; AND/OR MATERIALS, CLASSIFIED IN ASTM D-2487 AS GM (DARK BROWN TO BLACK ORGANIC MATERIALS), PT, OH AND OL; AND/OR MAN—MADE FILLS, REFUSE, OR BACKFILLS FROM PREVIOUS CONSTRUCTION; AND/OR MATERIALS THAT DO NOT MEET THE SPECIFIED REQUIREMENTS FOR THE INTENDED USE. 4. 'GENERAL FILL! SHALL BE NATIVE MATERIALS THAT DO NOT MEET ANY OF THE RESTRICTIONS AS LISTED IN THE DEFINITION FOR UNSATISFACTORY MATERIALS, AND ARE CAPABLE OF CONSOLIDATION AND COMPAC11ON SUFFICIENT TO PROVIDE A NON —SETTLING FINISH GRADE IN EACH AREA OF INTENDED USE. GENERAL FILL MAY BE USED IN AREAS NOT SUPPORTING STRUCTURES OR PAVEMENT. PLACE AND COMPACT GENERALFILL IN CONTINUOUS LAYERS NOT EXCEEDING 12 INCHES IN LOOSE LIFT THICKNESS. COMPACT TO 90 PERCENT OF MAXIMUM DENSITY AS DETERMINED BY ASTM D1557. 5. "STRUCTURAL FILL7 SHALL BE AS DEFINED IN THE PROJECT GEOTECHNICAL REPORT. STRUCTURAL FILL WILL BE USED IN ALL AREAS SUPPORTING STRUCTURES AND/OR PAVEMENT AND AS REQUIRED IN THE PROJECT GEOTECHNICAL REPORT. PLACEMENT AND COMPACTION SHALL BE PER PROJECT GEOTECHNICAL REPORT. 6. ON —SITE SOILS ARE LIKELY TO BE SENSITIVE TO DEGRADATION DUE TO MOISTURE AND/OR IMPROPER EXPOSURE TO REPETITIVE CONSTRUCTION LOADS. THE CONTRACTOR SHALL UTILIZE METHODS AND EQUIPMENT THAT MINIMIZE ADVERSE IMPACTS ON SUBGRADE. NOTE AND FOLLOW THE RECOMMENDA11ONS IN THE GEOTECHNICAL REPORT. 7. STOCKPILE SUBSOIL INTENDED FOR REUSE AS GENERAL FILL IN AREAS ON SITE AS DIRECTED BY THE OWNER. STOCKPI1 F SUBSOIL TO DEPTH NOT EXCEED 6 FEET. COVER TO PROTECT FROM EXCESSIVE MOISTURE AND EROSION. REMOVE EXCAVATED SUBSO1 NOT INTENDED FOR REUSE FROM SITE. 8. EXCAVATION CUT SHALL NOT INTERFERE WITH NORMAL 45 DEGREE BEARING SPLAY OF FOUNDATIONS. PROVIDE SHORING WHERE INDICATED AND/OR OTHERWISE REQUIRED. 9. AREAS SUPPORTING STRUCTURES, AND FOUNDATIONS SHALL BE BROUGHT TO GRADE WITH STRUCTURAL FILL TO THE REQUIRED DEPTH. SEE INDICATED DETAILS FOR SPECIAL REQUIREMENTS AND MATERIALS. PLACE AND COMPACT PER RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. CAU BEFVRE YOU DIG 1-800-424-5555 FOR nELD LOCKnON OF UNDERGROUND U11UTIES APPROVED FOR CONSTRUCTION City Engineer Date LMEWWAA6 A R C H I T E C T S w 610 W. PROSPECT S E A T T L E W A 9 6 1 1 9 T E L E P H 0 N E 206.264.6355 F A C S I M I L E 206.217.0113 MELODY LANE HOUSE IIIIIIIII III 12! I 11111111im Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fax 425-391-1551 .......... .... . EXPIRES 6/10/05 FEB PEHI.,N] I'll - SITE G—R—A—DING PLAN AND SECTIONS le I TEC JOB No. 333—LWA PERMIT SET .2/4/05 DRAINAGE NOTES: C) V oo 3 9 114 SEC 13� UMP 270 RGEo 3 S88*48'39"E' ........ . . . 1 96.18� J �iXlifl A RD f CB Tylk 1 1 9.00 14.3� (IN) _J IE 14.22 (OUT) U -'-RD-- 00 C) / f Q— - =-m=—F — 'I ::EEL—= !�4 I f C) y V) �00 z 47 J t6 -rT-7FD— CB E 2-54" W/ A F.C. RIM 2f.00 26-- -1748 (IN) A E CB TYPE 2-48" -CB--TYPE-1 IE 17.p�(OUT) IM 26.00 A .......... IE 18.00 IE 18.75 (IN) IE 17.75 IT L — — — R n .7 Im SCALE: 1 "=1 0' C3 L.L: 00 30 . . . . . . r--d ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U') LLj LO C) Uj C, C6 C-) IR Aj C14 cn 201 . . . . . . . �5 LF 30" DET.'.PIPE 0 0.010ft/ft Li .............................. .OATUM ELEV 10.00 1 0+00 SCALE: 1"=5' GRAPHIC SCALE ( IN FEET) I inch = 10 ft M-1 mlwfnmmmwmffmm Im 1. UNLESS OTHERWISE INDICATED, STORM DRAIN PIPE (SD) SHALL BE PVC, ASTM D3034, SDR 35 — OR CORRUGATED HIGH DENSITY POLYETHYLENE (CPEP) DOUBLE WALL SMOOTH INTERIOR BY -ADS- OR -HANCOR- OR APPROVED EQUAL 2. DUCTILE [RON PIPE (DI), WHERE INDICATED, SHALL CONFORM TO AWWA C151. UNLESS OTHERWISE INDICATED PIPE SHALL BE MINIMUM THICKNESS CLASS 50. FITTINGS FOR DUCTILE IRON PIPE SHALL BE RUBBER GASKET PUSH —ON —JOINT (TYTON) OR MECHANICAL JOINT (M.J.) CONFORMING TO AWWA C111. METAL THICKNESS AND MANUFACTURING SHALL CONFORM TO APPLICABLE PORTIONS OF AWWA C110. MECHANICAL JOINT, DUCTILE IRON, COMPACT FITTINGS 12 INCHES AND LESS SHALL BE IN ACCORDANCE WITH AWWA C153.2. 3. F001ING DRAINS SHALL BE 4" MINIMUM DIAMETER PVC, ASTM D2729 WITH DRILLED OR SLOTTED PERFORATIONS WHERE INTENDED FOR COLLECTING GROUND WATER AND SOLID WALL MERE INTENDED FOR CONVEYANCE. SET FOOTING DRAINS AT 0.005 FT/FT MINIMUM SLOPE TO DRAIN AND CONNECT TO THE STORM DRAIN SYSTEM (BYPASSING ANY TREATMENT AND/OR DETENTION SYSTEMS). 4. ROOF DRAIN EXTENSIONS SHALL BE 4!' MINIMUM DIAMETER PVC, ASTM D2729. SET ROOF DRAIN EXTENSIONS AT 0.005 FT/FT MINIMUM SLOPE TO DRAIN AND SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM AS INDICATED. 5. ROOF DRAIN DOWNSPOUT LEADERS ARE SHOWN TO PROVIDE SCHEMATIC LAYOUT. CONFIRM DOWNSPOUT LOCATIONS FROM ARCHITECTURAL ROOF PLAN. FIELD COORDINATE AND ADJUST LAYOUT AS NECESSARY FOR CONNECTIONS OF DOWNSPOUTS TO LEADERS. 6. CMP DET. PIPE MATERIAL, JOINTS, AND PROTECTIVE TREATMENT SHALL BE IN ACCORDANCE WITH SECTION 9.05 OF THE WSDOT/APWA STANDARD. SPECIFICATIONS AS MODIFIED BY THE KING COUNTY ROAD STANDARDS AND AASHTO DESIGNATIONS. CALL BEFORE YOU QG 1-800-424-5555 FOR FIELD LOWON OF UNDERGROUND U11UTIES APPROVED FOR CONSTRUCTION City Engineer Date ARCHITECTS w 610 W. PROSPECT S E A T T L E W A 9 6 1 1 9 T E L E P H 0 N E 208.284.8355 F A 0 S I M I L E 206.217.0113 MELODY LANE HOUSE Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fox 425-391-1551 . . .... ..... 26198 .............. EXPIRES 6/10/05 7 FED D R-A-INAGE AND DETENTION PLAN U102 TEC JOB No. 333—LWA PERMIT SET 2/4/05 uj DXJ AA(fl6la-mi* FED,