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695 MELODY LN.PDFIIIIIIIIIIIIII 12331 695 MELODY LN 46-1DOU-SS: l�I'll�—",""A��:AWA"4ivz,O;A��pil,,,� TAX ACCOUNT/PARCEL NUMBER: �1 745:�?, BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) FOR - CRITICAL AREAS: ZQ� DETERMINATION: 0 Conditional Waiver El Study RequiredXaiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: — PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE SHORT PLAT FILE: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT 10 WATER METER TAP CARD DATED: OTHER: LID LOT: BLOCK: "'I / 7,1 LATEMP\DST's\Fomis\Street File Checklist.doc I 2" Pc wm A 0 f EDj�,_ CITY OF EDMONDS WATERLINE AS- BUILT ADDRESS HOMEOWNER 695 MELODY LN ROWE CONTRACTOR SPEAR ENTERPRISES DATE . DRAWN 8X25XO5 1 BY 1. ABILA SCALE NTS WATERLINE NO, 2005-0475 0 0 PLANNING DATA REDUCED SITE PLAN PROVIDED?: (0 / No) MAP PAGE: CORNER LOT: FLAG LOT- .*/ No) ZONING:_ RS CRITICAL AREAS DETERMINATION #: Z41D 3 - -04g -/ILS' 0 Study Renuired: a -waiver UConditional Waiver SEPA DETERMINATION: L3 Fee UChecklist L3APO list w/ notarized form + Q(Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger) U�Exempt SETBACKS: Required Setbacks: Street: 10 - Left Side: 10' Right Side: I d Rear: to, Actual Setbacks: H�,.je- 0 &r 5 Street:_4gjstm"Yeft Side:_Li_j(114"�ight iide: Rear: - s't,,w) Street map checked for additional setback required? (Yes / No / DNA) LdDETACHED STRUCTURES: 5"+414P wL &A- 3 Z lsiw4A) 4 1, (1.— -k� Ll ROCKERIES: (-Yv- (kgwn Ll FENCEsrrRELLISES: J, Ll BAY WINDOWS / PROJECTING MODULATION Q STAIRS I DECKS: PARKING: Required: Actual: LOT AREA: LOT COVERAGE: Calculations: BUILDING HEIGHT: Datum Point: Datum Elevation: Maximum Allowed: Actual Height: A.D.U. CREATED?: (No / Yes) SUBDIVISION: 5, z,.6 3, - (,, -) , 1. r 2� - P. LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes / No) OTHER: Plan Review By: NewBPPIanningDataForrn.D0C 0 -77- 7r 777 --Z7. NTI Ir P 4W AppROVED As N TED 0WINER/CONW(JOR IS rEaPQNSIBLZ-fo,'�, ENGINE BIN F7." Lf P/L P, 25 +30.0 'ACCEPTABLE TIGHTLINE MATERIAL ALL EXPOSED SURFACES TO S D �R� BE COVEM'WM IN 2 DAYS SCH 40 FIRE AN-3 A&ADDREss sl REotjkg --RjM-NC0R=— T ix G nd fl= rou N, growd fk*i finish slab elevabon 2,C-3" C� P" .......... ................ LEGEND 1C Property Line +04 +25-- Building Footprint 'x Setback Proposed Grade Contours* Pp—d Dock blbwt A %RA *cubic yardage calculations Concrete dr 1 eway 4790 Sf toW 15'vAde RESIDENCE gra" f011 N natural contours slab [T-9" (d) x 31' (1) x 31' (w) 27 62.28 cul yd. (4.1%) crawlspace [(6'-O"(d)x3l'(I)x3l'(w))/2/11�,2= 106.18cu.yd. SHOP Zo "�c iner la slab [V-9" (d) x 26'(1) 21'(W) 1/ 2/ 35.38 cu. yd uired ctual etbacks TOTAL 204.44 cu. yd. Front Sid er North jTM ZL CL -E DESIGN 4� E IF Grading Plan + +231 - ------ +23 Rowe Residence -------- 11,91 SMelody Lane CL I Edmonds, WA G 1 - ='whi H tax # 2703-130-131-800 CONSTRUCTION +231 23 12815 NE 124th St. suite C Virldand, Wa 98034 L — — — — — — — — -- scale 1/20"= V-0" F"4M"Fcf: If0t�I-Mq IAP404Zy 4L VED T-T F\ MAR 20m.- %,v U QM ucmj U 0 +ZI-b -1 d Ttld— I d -11 d 1/d 1/d Ild 141' DATUM D—+29 LOT 0 GE S 3f 6,882� LOT AREA = 21)W, Sf -PERCENT SITE COVERAGE = 3% MINIMUM S.��ACKS: West side 25' North side 10' South side 14' —Eq�t �tde 24' 4.1% SCALE 1/20" = 1'-0" LEGEND P/L + J�C4 A C'V -MTV '3y CA — -+Zy I P, -;� A005PTABLE TIGH E MATERIN P/L P/L� P/L +30 H 40 AP 'ROVED AS NUED By tNGINEERING HANCOR T - j AC TOR IS RE ONSIBLE FOR OR MAND,)RAINAGE PR.SED W&DENCE ,AGOWUFACES T6 C�et. Pink, BE CONTR'�'.,'� vWMW 2 DAYS GaraW 555 Sf 6 HEIGHT CALCS Average Grade = 26 - 9" Actual = 50'- 9" Maximum = 51'- 6" IMPERVIOUS SURFACE CALCS; *c'; Proposed Building Roof Outline: 2814 sf. *%--j Proposed Patio: 161 sf-� -%ed Driveway: 4790 if prropossed Solid Surface Deck: 612 sf Proposed'Shop-Roof Outline: 727sf SQUARE FOOT SUMMARY, / Main Level 1450 sf Ground Level - 895 sf-,, Total Heated Area 2345s Garage 555 sf 482 sf f/ ju / Shop --Deck & patio combined 773 sf. +231 N APPRO, D By PLAI�ING 1 Shop #4 1 482 Sf --- A G H Deck 612 of C-0� Drr—y 47M d ME AND XD AD SS,90 FEM M, North( DESIGN & Dris 01 41 1— tax # 2703-130-035-800 CONSTRUCTION /* - — — — — — — — — -- 12815 NE 1'24th St. Suite C ,,�cale 1/20" V-0" Virldand, Wa 98034 tax # 2703 scale I/W I 0 6HFX* 4-� -100 r4 A6 4' -60 Cr T r- 24 ILE: No'�I' N— +20 1/d 'kl/d 1/d I I d WN 1/d + GENERALNOTES 1. All work to conform to cument I.B.C. as adopted by the state of Washington am another applicable codes and regulatj�! or notify architect of any discrepancies between 1101 to or t WAe ents i not approved for con construction documents and code requirements prior to conshuction. information oontain4d- _�tdocum s ved for �!Gnvntil-building permit has been issued. 2. Contractor to review construction documents, verify field conditions and dimensions. Contractor to n cies or conflicts pri&Tavens%!ction. Methods and - means of construction are contractor's responsibility. 53. Contractor to follow manufacturers instructions for installation and use of materials and equipment. N VA*nAro VW411-49"r% Wj-Q- ��.Site Plan Rowe Residence &0Iro Melody Lane Edmonds, WA DATE RECEI 0 I I PERMIT EXPIRES USE . PERMIT CITY OF EDMONDS ZONE /L "'r— NUMBER A&5-" CONSTRUCTION PERMIT APPLICATION JOB ADDRESS (.015 HVA,,Mp%f SUITE/APT# OWNER NAME/NAME OF BUSINESS ItAltj P-0015- PLAT NAME/SUBDIVISION NO. LOT NO. I LID NO. MAILING ADDRESS '2_� 0 �4,6�0, z;;1- — LID FEE $ PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCP Approved Rw Permit Required Street Use Permit Req'd CITY ZIP TELEPHONE EXISTING - PROPOSED Inspection Required Sidewalk Required r-1-- 'I W 4, - -7 REQUIRED DEDICATION FT Undergromd wiring required NAME METF SIZE LINE SIZE NO. OF FIXTURES 1 RV REQUIRED 1 1-f 11 I / /1 0110:7— YES C3 NO C3 pr-L"IlEn, VFX�,ilii co 1119A CRJVP~ ADDRESS 1-1, .0 1.5 111 124+6 ew. 4V 1 ir, C, CITY ZIP TELEPHONE VA9*A.A4P.,Wh 4tocli+ I NAME tv 14 it;" + ebt jh*rV CRL # REMARKS OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE 1P_ on I A /r., C�pz- _V, I nr ae%,- . — - , /yn I "i �AL:�­ � . i' ' I I VIS EN9�14EFQING RE ADDRESS J, BICITY zl�,',, TELEPHONE j44j2k4J1QP 1AW 90CF* I 1 .1 , � VARI NCE OR CU STATE LICENSE NUMBER EXPIRATION DATE CVCKED BY F,r,i VED BY se SEPA REVIEW PROPERTY TAX ACCOUNT'PARCE" EXEMPT -7 EXP Z . I jiiia�— LOT COVERAGE NEW RESIDENTIAL LUMBING / MECH ALLOWED PROPOSED COMPLIANCE OR ADDITION COMMERCIAL CHANGE OF USE A I � OR SIGN AREA �� ALLOWED PROPOSED REQUIRED SETBACKS (F7 FRONT . SIDE. REAR N Z PARKING LOT AREA I PLANNING REV REMODEL muLnFAmiLy SIGN REO'D PROVIDED Aoll - % _j - 1 11 - DI FENCE ., . �,­ - - REPAIR CYDS X FT) DEMOLISH TANK OTHER GARAGE ��RETAINING WALL., F RE SPRINKLER CARPORT ROCKERY F:RE ALARM 1 .7 , , 1 :�', _-2. I .1 1 REMARKS (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN:. 15 1 &Xr W_ PWM44W� CHECKED BY TYPE OF �TqYCTION. NUMBER OF STORIES NUMBER OF i CRITICAL DWELLING AREAS UNITS: SPECIAL INSP CTION, REOUIF1EDZyES::* JAREA'�­. DESCRIBE WORK TO BE DONE cc ul z z I DATE DATE U, BOND POSTED HEIGHT WED PROPOSED , )SED SETBACKS (FT) T UR SIDE REAR A,104- DATE OCCUPANT GROUP OCCUPANT REMARKS PROGRESS INSPECTIONS PER UBC 106/ IBC109'1jRC1 09 FINAL INSPECTION REO'D [,�j -1W *1 N6 -T-A- pe 0i VALUATION Description, e,&EE Description FEE la-lq 0 J­y HEAT SOURCE GLAZING % % Plan I;be k uildi4 RP mit State Surcharge city Surcharge PLAN CHECK Ng: 19�;__Jhy VESTED DATE 0 0umbi`nng--" Base Fee Mechanical THIS PERMIT AUTH061ZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DOME ON PRIVATE PROPERTY ONCE ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE Grading )-v— SEPARATE PERMISSION. Engr. Review zjn'o, 717-1477 PERMIT APPUCATION: 180 DAYS PERMIT UMM I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS SEE BACK OF PINK PERMIT FOR MORE INFORMATION Engr. Inspection *APPLICANT ON BEHALF OF HIS OR HER SPOUSE, HEIRS. ASSIGNS AND SUCCESORS IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF EDMONDS, WASHINGTON, ITS OFFICIALS. EMPLOYEES, AND AGENTS FROM ANY AND L MS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY 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 Fire Review Plan Chk, Deposit Fire Inspection Receipt # C Landscapelnsp. Total Amt. Due NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.' Recording Fee Receipt # se I 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 THE OWNER, I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLAT ON OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN!S COMPENSATION INSURANCE AND RCW 18.27. CALL FOR INSPECTION (425) 771-0220 APPLICATION APPROVAL This application is not a permit until signed by the Building Official or his/her Deputy: and Fees are paid, and receipt Is acknowledged in space provided. 0 1 LS SIGNAT RE PATE / x", SIGNA F (OWNER ORYGElf) DATE SIGNED BED By e5ATFj ATTENTION Off 1333 IT IS UNLAWFULTO USE OR OCCUPYABUILDING OR STRUCTURE UNTILA FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF OCCU- PANCY HAS BEEN GRANTED. UBC109/IBC110/iRC110. no/nn ORIGINAL - FILE YELLOVr- INSPECTC PINK -OWNER GOLD -ASSESSOR 0— DATE RECE S 141 1A111 [PERMIT EXPIRE PERMIT CITY OF EDMONDS NUMBER CONSTRUCTION PERMIT APPLICATION JOB 0q, SLIITITI C M eto C) ADDRESS bkE_ OWNER NAME/NAME OF BUSINESS IA,,4 PLAT NAME/SUBDIVISION NO, LOT NO. LID NO. IX MAILING ADDRESS LID FEE $ W PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCPAp SA C Wktl� -7T' RW Permlt=ed E3 Street Use Permit Required E3 CITY ZIP TELEPHONE EXISTING -� PROPOSED- Inspection Required 13 4 ' I Sidewalk Required 0 4�, 1 -7 d E3 GI C--MT A r (41) REQUIRED DEDICATION FT Wirino required NAME METER SIZE LINE SIZE NO. OF FIXTURES PIRV REQUIRED V10-17140 C09'e7mal 0a YES 13 NOD z U WA � J-1-8—L W ADDRESS R6MARKS 11 OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDIRAINAGE z CITY ZIP TELEPHONE ( M1&,?_6r_17QN 65) DEIS W64 WAA0:3+1,A_zS_92o. 1,54o .& NAME CBL# ep 'C" EWE I DBY ENGINEERING REVI DATE ADDRESS 0 U littj I- z4*he-;f-, eSje- c,- 6ATE W FI R�4WED6 HONE z CITY TELEP Aj U. U 0 U- OR ADBP` - INS,�ECTION SEPA STATE LICENSE NUMBER `eP` EXPIRATION DATE jEC ED VAIIAN : CE OR COMPLETED X 10M� /,V, (P. TUYES JU W CA# ZONE SIG� AREA,, HEIGHT PROPERTY TAX ACCOUNT PARCEL'NO WAIV ALLOWED PROPOIA�ED ALLOWED PROPOSED pl� Ell 600 STUD�Y� 13, NEW RESIDENTIAL LOT COVERAGE REQUIRED SETBACKS PROPOSED SETBACKS (FT.) PLUMBING MECH 'ALLOWED PROPOSED FRONT SIDE ,REAFT) FIRINI IR SIDE REAR 0 COMMERCIAL COMPLIANCE OR /0+ pf- 3 ADDITION El � la -1 0 MIXED UtE' CHANGE OFIUSE�.,.'. Y2.15— I LO P PARKING TAREA LANNI�q REVIEWE&ff DATE REMODEL MULTIFAMILY SIGN 1'� RE4_, PROVIDED FENCE' 40� �z, Z�� REPAIR CYDS �X­ FT) REMARKS OTHER DEMOLISH 13 TANK El Nr7j'GARAGE -1 . RETAINING'WALL F:RE SPRINKLER z )M�L CARPORT 0- ROCKERY- F RE ALARM 0 p: (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN; P TYPE OF C*tTRUCTION CODE OCCUPA:NT Tb r)- ,L) GR 0 UP U) Lu NUMBER 1,..ND M 0 OF U OF OCCUPANT 01 WESLILING SPECIAL INSPECTION CON�UIL.TANT LOAD n REOU STORIES UNITS IRED DYES —DESCRIBE WORK TO BE DONE I REMARKS 0 z GEOTECH REPORT BY: STRQQTURA VALUATION Desc'riptlCin'" ",,.'Fv E Description FEE Plan Check ' I �% ,.� ,, state Surcharge ,VESTE5 DATE LOTSLOPE% Aj, "Lldin" brmit— City Surcharge HEAT SOURC f ZZ ry ZE + PLAN CHECK NO: JPlU;;F Base Fee THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO Mechanical t: BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBIC DONMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE Grading SEPARATE PERMISSION, a Engr. Review PERMIT APPLICATION: SEE ECDC 19.00.005(A)(5) PERMIT LIMIT: SEE ECDC 19.00.005(A)(6) SEE BACK OF PINK PERMIT FOR MORE INFORMATION Engr. Inspection Fire Review Plan Chk. Deposit 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESSORS 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 FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE 01 DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE LandscapeInsp, Total Amt. Due NOR LIMIT IN ANY WAY THE CITY1 ABILITY TO ENFORCE ANY ORDINANCE PROVISION., Recording Fee Receipt # 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 This application is not a permit until signed by the THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED CALL 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. SIGNATI AE (425 SIGNATURE (OWNER OR,�lfilf7j: DATE SIGNED I �L I - 14- 51' 771-0220 R /b $,TE ATTENTION EXT. 1333 r IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL �lf /v!5� A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTI- I ORIGINAL - FILE - YELLOW . INSF/CTOR FICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109 i IBC110 If IRC1110. PINK -OWNER GOLD - ASSESSOR A It C F� I �� G 1:1 1 ABBREVIATIONS (periods may be added) ACP Asphaltic Concrete Pavement ADD'L Additional AD Area Drain ADJ Adjacent ANSI American National Standards Institute APPROX Approximate(ly) ARCH Architect(ur-al) ASSY Assembly BC Back of Curb BLDG Building BM Benchmark EINDRY Boundary BVC Beginning of Vertical Curve C&G Curb and Gutter CB Catch Basin cc Concrete Curb CD Concrete Drive CF Cubic Feet (Foot) CL Class q_ Center line CMP Corrugated Metal Pipe CO Cleanout CONC Concrete CONST Construction CPEP Corrugated Polyethylene Pipe CY Cubic Yard DCVA Double Check Valve Assembly DDCV Double Detector Check Valve DEPT Department DIET Detail DI Ductile Iron DIA (0) Diameter DS Down Spout DWG Drawing E Eost(ing) EC Electrical Conduit EL Elevation EOP Edge of Pavement EQUiV Equivalent IEGEND 2 3 4 11 ; I I,, � �' I I Ll W, 11 I i I I EVC End of Vertical Curve E)GST Existing Fl) Floor Drain FDC Fire Department Connection FDN Foundation FFE Finish Floor Elevation FH Fire Hydrant FIL Flonge(d) FLR Floor FC Face of Curb FS Finished Surface FT or ' Foot (feet) FTG Footing GB Grade Break GRD Grade GV Gate Valve HB � Hose Bibb HDPE High Density Polyethylene ' HT Height HYD Hydrant ID Inside Diameter IE Invert Elevation IN or * Inch(es) INV Invert IRR Irrigation Water LB Pound(s) LCPE Lined Corrugated Polyethylene Pipe LF Linear Feet MAX Maximum MFR Manufacturer MH Manhole MJ Mechanical Joint MIN Minimum misc Miscellaneous N North(iing) NO or J Number OC On Center O/W Oil Water I PCC Point of Compound Curvature PC Point of Curvature PIV Post Indicator Valve PP Power Pole Property Line PSF Pounds Per Square Foot PSI Pounds Per Square Inch PT Point of Tangency PVC Polyvinyl Chloride PVI Point of Vertical Inflection OTY � Quantity R Radius RCP Reinforced Concrete Pipe RD Road REF Reference RIET Retaining ROW Right of Way SHT Sheet SPEC Specification(s) STA . Station SQ Square Ss Sanitary Sewer SD Storm Drain . STD Standard TOE Toe of Wall, or Slope T Telephone Wire TC TOC Top of Curb TG Top of Grote TEMP Temporary TOP Top of Wall, or Slope TYP Typical VC Vertical Curve VERT (V) Vertical W/ Vith WIVI Water Meter WT Weight WWF Welded Vire Fabric YD Yard Drain STORM PIPE - — TOP OF WALL� JOE OF WALL AT FINISHED SURFACE CATCH BASIN M TOP AND TOE OF SLOPES STORM MANHOLE 0) SLOPE INDICATORS SANITARY SEWER PIPE � RIP RAP SANITARY SEWER MANHOLE @) FILTER FABRIC FENCING WATER MAINS RAIN WATER LEADERS (RWL) FIRE HYDRANT AND FDC 0 AX CLEANOUTS (C.O.) SS AND SI) WATER METERS mi . INTERCEPTOR AND BIO-SWALES WATER VALVES 3K 39 14 CEMENT CONCRETE FITTINGS WITH THRUST BLOCKS F� ]--� J-J� ]-Tv V STUBBED & PWGGED LINE SURFACE WTR AND PIPE DIRECTION FLOW ... -----> - - - -----> - - - ----> - - - -----> DMUDED CONC. CURB E)OSTING CONTOUR LABELS - - - -- -(457)- - -_ -_ - - CURB & GUTTER PROPOSED CONTOUR LABELS ____,�_,____� ASPHALT CONGRErE PAVEMENT GROUND SPOT ELEVATIONS (TENTHS) + 75d 5 756.5 / SHORING WALL 756.55 FINISHED SURFACE ELEVATIONS (HUNDREDTHS) + 756.75 /7-T ROCKERY WALL COORDINATES, & LEADERS N 1000.00 ,,,--E 5000.00 CONCRETE RETAINING WALL SAWCUT LINE (ASPHALT AND CEMENT CONCRETE) 1P I 0 � . ) .. __ ) ... ) - ) <���� ZI 7 — ___ ­­ _. _- - . " "" - -, , �-_ ", " -, _­ '' , , - ­ - , — __ ___ — __ -, ­­"­_:­ - '" , , , - �__ - .. ­,".....­ ":, ,. ", � �,, I I �'_ -.`;� �.'. �t�­­ �­ - __­_,'' " ,,_�.""'. �,�.",..,�.."......�-.:,."..,*----,-..- - �--�.'-'-",-'--�-.,-,.,�,,--.�-,,.--�-.� , — ­_ __ ­` .... .. - , `� . __�'_­. .- - - , I - — ­�- ..- - I .. ,—,;"", "' .,.-...,.,..-..'I - - . � �` " , � � '"I _,,_�` -*.. , , .:, __ , ,� ., ,, .., . .- , , J ­ I. 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( t . . : � ; ­ -.--- _ _ ..J,_ 11 1. , I � %%.. . - , t� t _. . - - — � �&--SVV=!F,J r___ 1 -7- ----I r_1 = r- JL _J1_ — . — -&- -IV w CIE Z`NJI1 'Y M_,A_F—) NOT TO SCALE OWNER / DEVELOPER NANCYROWE PORT TOWNSEND, WA 98388 ARCHITECT BRISTOL 12815 NE 124TH ST. SUITE C KIRKLAND, WA 98034 (206) 963-1009 CONTACT: SANDRA GJE SHEET INDEX CIVIL ENGINEER DCI ENGINEERS UITE 1200 BELLEVUE, WA 98004 (425) 827-2238 FAX (425) 827-8986 CONTACT: CARRIE KEATING � BY ENGINEERING . k I , L.� "/----, - - - - �� ;� 11 — oato: �. - TITLE SHEET & VICINITY MAP...' ****'*'****'****"*"*********'**""*"*""** ... **­ C-001 T.E.S.C. PLAN ................................................................... C-1 00 � N.................................................................. C-200 ALL EYJS11NG UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRU00N. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEY FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEY. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION, CONTACT THE UTILITY OWNER/AGENCY. L/) d �4 4 M ag I �4 0 1-t P � � -�,� � W Z :��P, < Z�Cn4 !g D CR)�,��, � �5 U Z8 . D . � � Wo, E5 FW- � 0 .1 ­ - 0 H 8 .­­ I��I=�.\_. . :9 M U� �) �-.g J WF 10� 8 C� Z W W ffi 0 CA �J U W 2 W ce. LL , %� � 11 I -41 . . IV I . . .. ,­ � 11 � - 1, .. .1 � . 0 � I . iFA , V I 10 " I IC-1 , W P111111 � I I t 10 4 1­ I , . ,M" 711114i - �.,, ,,,,, "I 11%. � 11 , "I �. I'L 711"' -,—, - .e = M = cn ?7_ Q 6i to = 0 V5 E 1i . cz V_ V_ CD A i4 V_ a al V- 01 :; Y. 0 X LL * .: 0 = -, 4 L: Im a I C 0 = , -� .L r I .8 I - -T 02) I :V I q 4) .. I C 9C R .: '9 -g i5 6 �c - I - , — (L) W 3: 0 Of >_ U W zz 41:1 < 90 4q 11";9: i monow 'e.0, >. -, C) U) "*�� 0 a I Z W W 0 Z z 7 ''.., < , " Q1.1 I) TV. ly . Or W .J O'� >_ %0 I a 0 .J W qr� 22JE C 1E I V E D W win i 5 'n,n F= �_ r_> � 12. I— I I sHm7,nu- CIVIL COVER INFORMATION SHEET I . - 1. SHEU NO. . __ - . C-001 . - . --- I - � __ .. . , . . I SE 1/4, NW 1/4 SECTION 13, TOWNSHIP 27 NORTH, RANGE Q3 EAST, WX . �.. -, — . � . . - I 2 1 3 1 4 5 6 1� E 1� I E­xi,�`­_ H =- p -1.00 T 1 0 TEMP. SEDI C.O.E. STD 7/8' WASHED ROCK F T. 200 SQ� 0. -1 - 67, A C"'. S T. r.'D A T C' 'ON 00 00 CB FILTER SOCK AAA^, w rATrw DA4ZTKI T. CONSTRUCTION ENTRANCE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2 . X2" BY 14 Go. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 2# MIN. MIN. 4"X4" TRENC 1�'lx — — — 14. 12" 6' MAX. BACKFILL TRENCH WITH MIN. NATIVE SOIL OR 3le-1.5" u WASHED GRAVEL POST SPACING MAY BE INCREASED-/ 2"X4" WOOD POSTS, STER TO 8' IF WIRE BACKING IS USED FENCE POSTS, REBAR; OR EQUIVALENT NOTE. FILTER FABRIC FENCE SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. MAIMENANCE MUDARDS 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGN OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNEUZA11ON OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCUR, REPLACE THE FENCE ANDIOR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED MEN THE SEDIMENT IS 6" HIGH. 5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHAH BE REPLACED. FILTER FABRIC FENCE om%,r%rlLL C-) C) W I— z (SEE NOTE.BELOW) z: D + .GRAPHIC SCALE 0 ;o 20 old IN FEET PIPE ZONE: 1 inch = 20 & SEE PIPE BEDDING DETAIL . . . CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 WRAP FOUNDATION ZONE ...... ENTIRELY WITH FILTER �FABRIC _j �z 0: 0- 1 1/4" WASHED GRAVEL CL z in [TABLE 1-. MAX. TRENCH PATCH -P TRENCH DEPTH PAY:WIDTH. N* .0 T E: 25', MIN.. RADIUS 40" REFER TO CITY OF EDMONDS MODIFICATION TO 4- 10' 60" DIVISION 9 WSDOT STANDARD SPECIFICATIONS FOR: 4'-S' QUARRY:SPALLS ROAD, BRIDGE MUNICIPAL CONSTRUCTION. 10'- 20' 72" 8'-12' MIN, DEPTH TRENCH SECTION A/\A/\A AA/\/\f\AAAAAA/N /\A/\AA A A/\/\/\AAA/\AA AAAAPU 1p 1p z. PLACE -FILTER FABRIC BETWEEN FRAME AND GRATE. PLACE 7/8' WASHED GRAVEL 3-4 INCHES HIGH AROUND CATCH BASIN, -INGRESS/ PROVIDE FULL WIDTH OF TO FILTER WATER. EGRESS AREA STRAW BALES MAY BE USED IN CERTAIN CIRCUMSTANCES (SEE DETAIL.E11D UPON APPROVAL OF CITY ENGINEER OR HIS REPRESENTATIVE. CONTRACTOR SHALL MAINTAIN: TEMPORARY CONSTRUCTION ENTRANCE'.: DURING THE CONSTRUCTION, PERIOD. THIS 'APPLICATION SHALL BE MAINTAINED AT ALL TIMES DURING CONTRUCTION PERIOD. TEMPORARY SEDIMENT TRAP FOR CBS CONSTRUCTION ENTRANCE CITY INSPECTION REQUIRED ON ALL ERMON CON MEASURES BMW WORK CAN BEGIN. ERO [ON AND SEDMIENT CONTROL (ES—C) NOTES A. ALL AC11VITIES NECESSITATING A CLEARING OR GRADING PERMIT AND ALL UTILITY PROJECTS CONSISTING OF MORE THAN 500 LINEAL FEET OF TRENCH EXCAVATION SHALL BE REQUIRED TO CONTROL EROSION AND SEDIMENT DURING CONSTRUCTION AND TO PERMANENTLY STABILIZE EXPOSED SOIL RESULTING FROM CONSTRUCTION. PROJECTS INVOLVING A CRITICAL AREA MAY ALSO BE REQUIRED TO COMPLY WITH ANY COMBINATION OF THE ESC MINIMUM REQUIREMENTS. COMPLIANCE WILL BE DEMONSTRATED THROUGH THE IMPI EMENTATION OF AN APPROVED ESC PLAN. GUIDELINES FOR PREPARING ESC PLANS ARE PROVIDED IN THE MANUAL THE PLAN MUST ADDRESS THE FOLLOWING REQUIREMENTS: 1. CONSTRUCTION ACCESS ROUTE. CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA WITHIN TWENTY-FOUR (24) HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 2. STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABI E APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED nMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO (2) DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN (7) DAYS FROM MAY 1 THROUGH SEPTEMBER 30). 3. PROTECTION OF ADJACENT PROPERTIES. ADJACENT PROPERTIES SHAH BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS. 4. MAINTENANCE. ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CON11NUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL 5. OTHER BMPS. AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF INCREASED RUNOFF SHALL BE APPLIED. 6. UNDERGROUND U11UTY CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING: A. EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS. B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS). D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING. E. DAILY CLEANUP AND STREET MAINTENANCE. 7. AH NEW DEVELOPMENT AND REDEVELOPMENT THAT INCLUDES LAND DISTURBING ACTIVITIES OF GREATER THAN, OR EQUAL TO, ONE ACRE IN ADDITION TO MEETING THE MINIMUM REQUIREMENTS SET FORTH ABOVE SHALL COMPLY WITH ESC REQUIREMENTS LISTED BELOW. 8. DELINEATE CLEARING AND EASEMENT LIMITS. !N THE FIELD. MARK CLEARING LIMITS AND/OR ANY EASEMENTS, SETBACKS,SENSITIVE/CRITICAL AREAS AND THE BUFFERS, TREES AND DRAINAGE COURSES. 9. SEDIMENT TRAPPING. PRIOR TO LEAVING THE SITE, STORM WATER RUNOFF SHALL PASS THROUGH A SEDIMENT POND OR SEDIMENT TRAP, OR 07HER APPROPRIATE BMPS. SEDIMENT PONDS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE CONSTRUCTED AS A FIRST STEP IN GRADING. THESE BMPS SHALL BE FUNCTIONAL BEFORE LAND DISTURBING ACTIVITIES TAKE PLACE. EARTHEN STRUCTURES, SUCH AS DAMS, DIKES, AND DIVERSIONS SHALL BE SEEDED AND MULCHED ACCORDING TO AN APPROVED TIMETABLE. 10. CUT AND FILL SLOPES. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT VALL MINIMIZE EROSION. IN ADDITION, SLOPES SHALL BE STABILIZED IN ACCORDANCE WITH ESC REQUIREMENT NO.2. 11. CONTROLLING OFF -SITE EROSION. PROPERTIES AND WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY, AND PEAK FLOW RATE OF STORM WATER RUNOFF FROM THE PROJECT SITE. 12. STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS. ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF FLOW FROM A TWO-YEAR, TWENTY-FOUR HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION. STABILIZATION ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS, SLOPES AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS. 13. STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 14. REMOVAL OF TEMPORARY BMPS. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT STURBED SOIL AREAS RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILJZED. 15. DEWATERING CONSTRUC11ON 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 WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. rjo u P�4 o Z z0 N u o m z �4 q) ch E3 a: u IL No%, Cl) Lz C) V) E A 01 CL L: IL 31: C-) 6, 3C w 3: 0 L) W Z z < z 00 0 0 1 Z W Lu 0 Z z 7- < __ __0_2 .j Lo Lu 0% >_ %0 - 0 0 —i w up I I V rm D F= MAR 1 6 2005 PERMIT COUNTER a. SHEET TITLE - CIVIL T. E. S. C. PLAN SCALE : NTS .SCALE : NTS SHEET NO. C-100 SE 1/4, NW 1/4 SEC-FION 13,-TOWNSHIP 27 NORTH. RAWF_03__FA_qT W EA a Fv EX-IS'T 1 1 N 2 10 0 I F*= A 0 CORE E) MANHOLI MATCH I SEAL CC E /v\.T S T CENTERLINE OF DRIVEWAY H 24" 7.5' NEW PAVING 4" THICKENED ASPHALT EDGE TAPERING TO 2" TYPICAL RESIDENTIAL ACCESS 10. EXIS'l- x_ GENERAL NOTES: 1. ALL WORKMANSHIP AND MATERIALS FOR BOTH ON -SITE AND OFF -SITE IMPROVEMENTS SHAH CONFORM TO THE LATEST WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND THE CITY OF EDMONDS STANDARD SPECIFICA11ONS AN DRAWINGS. 2. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR BEING FAMILIAR WITH THE PROVISIONS AND REQUIREMENTS CONTAINED IN THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL HAVE A COPY AVAILABLE AT THE JOB SITE AT ALL TIMES. x 3. THE CONTRACTOR SHALL N011FY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 4. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF WORK ADJACENT TO EXISTING UTILITY LINES UNLESS AN ENCROACHMENT PERMIT SPECIFIES OTHERWISE 5. THECONTRACTOR SHALL PROVIDE EMERGE .NCY TELEPHONE NUMBERS TO THE POLICE, FIRE, AND PUBLIC WORKS DEPARTMENTS AND KEEP THEM INFORMED DAILY REGARDING STREETS UNDER CONS7UC1ION AND DETOURS. DETOURS SHALL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE PUBLIC WORKS DIRECTOR. 6. THE CONTRACTOR SHALL BE RESPONSIBLI FOR ME VERIFICATION OF ALL EXISTING UTILITIES IN THE FIELD. LOCATDN OF UTILITIES AND UNDERGROUND FACILITIES SHOWN ARE APPROXIMATE AN� F PROPOSED CONC. DRIVEWAY, 4790 SQ. FT. _TAL 15' WIDE 5 LF 60 PVC S� GRAD� TO FOLLOW NATURAL,Q.ONTOURS (4.17.) FOR BLDG ROOF DONWSPOUT LINI� CB2 RE 1, 1 VANED. RATE �j TG=221 0 E=17.40 m - - - - - - - - - - - C R;��DRI ONCRETE D I TO CONNECTIN EXIS PAVEMENT x "_�l 5 LF 8" PVC �TE --@SL=0.1320 5 LF 8 Pvc GR*AP[C SC�U 20 1 11 210 I � 1 I WEI Em immm Em SEES I Immmm I ( IN FEET ) 1 inch = 20 ft. CALL 48 HOURS BEFORE YOU DDIG _55 1-800-424-5555 7.5' NEW PAVING 24- ENERAL INFORMATION ONLY. 7. THE CONTRACTOR SHALL PROVIDE AND MNINTAIN SUFFICIENT BARRICADES TO PROVIDE FOR THE SAFETY OF THE GENEFAL PUBLIC TO THE SATISFAC11ON OF THE PUBLIC WORKS DIRECTOR. 8. AH MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. 9. THE CONTRACTOR SHALL CONFORM TO EIISTING STREETS, SURROUNDING LANDSCAPE AND OTHER IMPROVEMENTS V'iTH A SM007H TRANSITION IN PAVING, CURBS, GUTTERS, SIDEWALKS, GFADING, ETC., AND AVOID ANY ABRUPT OR APPARENT CHANGES IN GRAVES OR CROSS SLOPES, LOW SPOTS OR HAZARDOUS CONDITIONS. 10. THE CONTRACTOR SHALL COORDINATE ALL NECESSARY UTILITY RELOCATIONS, IF REQUIRED, WITH THE APPROPRIATE UTIOTY COMPANIES. 11. THE CONTRACTOR SHALL CONDUCT ALL G?ADING OPERATIONS IN SUCH A MANNER AS TO PRECLUDE WIND BLOWN DRT AND DUST AND RELATED DAMAGE TO NEIGHBORING PROPERTIES. SUFFICIENT WATERING TO CONTROL DUST IS REQUIRED AT ALL TIMES. THE CONTRACTOR SHALL ASSUME ALL LIABILITY FOR CLAIMS RELATED TO WIND BLOWN MATERIAL IF THE DUST CONTROL IS INADEQUATE AS DETERMINED BY THE PUBLIC WORKS DIRECTOR OR HIS DESIGNATED REPRESENTATIVE, THE CONSTRUC11ON WORK SHALL BE TERMINATED UNTIL SUCH CORRECTIVE MEASURES ARE TAKEN. 12. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE AGENCIES AND DEPARTMENTS FOR AH REQUIRED INSPECTIONS PRIOR TO PLACING ANY U11UTIES INTO SERVICE THICKENED ASPHALT EDGE 2" A.C.P. PAVEMENT TAPERS TO 2" 2" AGG. LEVELING COURSE 4" AGG. BASE COURSE COMPAC10 SUB -BASE TO 96% MAX. DENSITY FOOTING DRAINAGE 6m MIN. OVERFLOW EL= 19. 0 ORIF 3 EL=17.2 2*0 ORIF 2 EL=16.5 1.35"0 12" ADS N-12 -Cj :2� 0.62" 0 ORIF. CONSTRUCTION NOTES: 1. IT SHALL BE THE CONTRACTORS RESPONSIBILITY To OBTAIN RIGHT-OF-WAY USE AND/OR ANY OTHER RELATED PERMITS REQUIRED PRIOR TO ANY CONSTRUCTION. 2. REFER TO ARCHITECTURAL ROOF PLAN FOR THE EXACT LOCATIONS OF DOWNSPOUTS. ALL DOWNSPOUTS MUST BE CONNECTED INTO THE ON -SITE STORM DRAIN SYSTEM. 3. MERE NEW WORK IS SHOWN CONNECTING WITH EXISTING UTILITY, PROVIDE THE NECESSARY COUPLINGS FOR THE CONNECTION AND SIZE TRANSITION IF REQUIRED. 4. ALL CASTINGS SHALL BE SET TO FINISHED GRADE. CASTINGS SET IN THE TRAFFIC AREA SHALL CONFORM TO WSDOT STANDARD 9-06.14 AND 9.06(9). 5. THE CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH AS -BUILT BWELINE PRINTS PRIOR TO FINAL APPROVAL ALL DEVIATIONS FROM THE ORIGINAL PLANS MADE DURING THE COURSE OF THE CONSTRUCTION INCLUDING LOCATIONS, INVERTS AND DEPTHS OF UTILITIES SHOULD BE CLEARLY MARKED ON THE AS -BUILT PLANS. 6. STANDARD LADDER STEPS SHALL BE PROVIDED IN ALL CATCH BASINS/MANHOLES EXCEEDING 4 FEET IN DEPTH. 7. ANY MATERIAL WHICH IS NOT SUITABLE FOR CONSTRUCTION PURPOSES SHALL BE REMOVED BY THE CONTRACTOR AND REPLACED BY GRAVEL BASE CONFORMING TO SEC11ON 9-03.10 OF THE WSDOT STANDARD SPECIFICATIONS. 8. ON -SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY PROBLEMS OCCURRING PRIOR TO FINAL ACCEPTANCE BY THE ARCHITECT AND CITY SHALL BE CORRECTED BY THE CONTRACTOR. 9. ANY REVISION TO THESE PLANS MUST BE REVIEWED AND APPROVED BY THE APPLJCANT`S ENGINEER AND THE CITY OF EDMONDS. PRIOR TO IMPLEMENTATION IN THE FIELD. 10. STORM PIPE UNLESS OTHERWISE NOTED SHALL BE DOUBLE WALLED SMOOTH INTERIOR HDPE PIPE CONFORMING TO AASHT0 M-252. NOtES: 1. PVC SHALL BE SDR 35. 2. HOUSE AND SHOP SHALL HAVE e PERF FOUNDATION LINES AND 6" PVC ROOF DOWNSPOUT TIGHTLINES. LINE SHALL BE SEPARATE AROUND BUILDING PERIMETER. PROVIDE CLEANOUTS AT ALL DIREC11ONAL CHANGES. 3. UTILITIES AND SITE IMPROVEMENTS SHALL BE BY WSDOT SPECIFICA11ONS AND STANDARDS. 4. VERIFY DOWNSTREAM CONVEYANCE PIPE SIZE. SHOULD SYSTEM COLLEC71NG ON -SITE DRAINAGE HAS A PIPE LESS THAN 12-, ADJUST 12- ADS N-12 TO MATCH EXISTING DOWNSTREAM CONDITIONS. b__ MIN. ALL. SIDES 21.0 'ERF PIPE WRAPPED ILTER FABRIC, 4FI 140 N OR EQUAL AND 'ED TO DRAIN I' -Ow FREE DRAINING FILL 3OLID PVC NSPOUTTIGHTLINE SCALE NIS COVER 21.0 ', �15. 0 F.S 24"0 --s S R GATE RISER DETENTION- PIPE/TANK VOLUME REQUIRED=768.14 CF VOLUME PROVIDED=1312.50 CF CONSTRUCTION SEQUEN 1. CALL FOR A PRE -CONSTRUCTION MEE71NG NTH THE CITY INSPECTOR PRIOR TO STARTING ANY WORK. 2. FLAG CLEARING LIMITS INDICATING WHICH TRES ARE TO BE SAVED. 3. INSTALL TEMPORARY QUARRY ROCK CONSTRUCTION ENTRANCE. NOTE Al SEE ESC 4. INSTALL FILTER FENCE. PERFORM SITE DEMOLITION AND CLEAR AND GRUB SITE. ADDITIONAL FILTER FENCE MAY BE REQUIRED AROUND THE PERIMETER TO PREVENT SILT LADEN WATER FROM LEAVING THE SITE. 5. PROVIDE CB PROTECTION PER DETAIL FOR EXISTING CB. 6. ANY AREA STRIPPED OF VEGETATION SHALL BE STABILIZED PER ESC NOTES 1 & 2. 7. ROUGH GRADE SITE. 8. INSTALL UTIU11ES AND PERMANENT STORM DRAINAGE SYSTEM AS SOON AS POSSIBLE. 9. PROVIDE CB PROTECTION PER DETAIL FOR NEW CB'S. 10. FINE GRADE AND PAVE. 11. HYDROSEED AND MULCH ALL EXPOSED AREAS THAT ARE NOT LANDSCAPED. 12. REMOVE TEMPORARY EROSION CONTROL FACILITIES. ONLY, AFTER EN11RE SITE IS STABILIZED AND THE POTENTIAL FOR EROSION HAS PASSED. 13. CIFAN ANY SILT THAT HAS ACCUMULATED IN THE PERMANENT STORM DRAINAGE SYSTEM. STORM DRAINAGE NOTES: 1. ALL STORM SEWER PIPE SHALL CONFORM NTH CHAPTER 9 OF THE SNOHOMISH COUNTY ENGINEERING DESIGN AND DEVELOPMENT STANDARDS (EDDS) AND DIVISION 7 OF THE WSDOT/APWA SPECIFICATIONS. 2. ALL PIPE SHAH BE PLACED ON STABLE EARTH, OR COMPACTED GRAVEL MATERIAL 3. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE OR PIPE -ARCH IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6* MAXIMUM DEPTH 8* THOROUGHLY TAMPING EACH LAYER. COMPACTED LAYERS MUST EXTEND FOR ONE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH (REFER TO WSDOT STANDARD SPECIFICATION 7-04.3(3) AND STANDARD SPECIFICATION 2.03.3 (14)C. METHOD B & C. 4. BACKFIH AROUND PIPE MUST BE COMPACTED TO A SPECIFIED AASHTO T-96 DENSITY OF 90X USE REASONABLE CARE IN HANDLING AND INSTALLATION. 5. ALL DRAINAGE PIPE COUPLINGS, FITTINGS, ADAPTERS AND APPURTENANCES SHALL BE SPECIFICALLY DESIGNED FOR THE INSTALLED PIPE AND SHALL BE INSTALLED PER MANUFACTURE'S RECOMMENDATIONS. CATCH BASINS AND MANHOLES 1. ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE NOTED. 2. ALL CATCH BASINS WITH A DEPTH OVER 5.0 FEET TO THE FLOW LINE SHALL BE A TYPE 2 CB OR LARGER (MANHOLE). 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUS11NG ALL MANHOI E, INLET AND CATCH BASIN FRAMES AND GRATES JUST PRIOR TO POURING OF CURBS AND PAVING. 4. ALL GRATES SHALL BE DEPRESSED 0.1 FEET BELOW PAVEMENT LEVEL 5. ALL TYPE 2 CATCH BASIN MANHOLES, INLET AND CATCH BASINS SHALL HAVE LOCKING LIDS. 6. STANDARD LADDER STEPS SHALL BE PROVIDED IN ALL CATCH BASINS AND MANHOLES EXCEEDING 5 FEET IN DEPTH. 7. CATCH BASIN GRATES SHALL BE PER SNOHOMISH COUNTY PUBLIC WORKS STANDARD PLANS 9-140 & 9-180. Lit V_ 77� po �-Ccn, /71�1 AJII� C-7 VROVED AS 110,101 FLOW By ENGINFFRING I io:W:3 ate; 1-t P_ p, Z� C5 n, u Z0 u 0 U > Z uIr CD CL 06 m in r= 0i Ln C, 6 in Ire)" L: 0 '8 a CD 39 ac 0 ry ama� > U w z Z < < -.190 U) 00 I Z LIJ W 0 ulo) w Cy% \0 0 R h v ILE. L-) F= MAR 1 6 2005 PERMIT (30UNTER SHEET TITLE. - STORM DRAINAGE PLAN 1 I - Plot Dote 20050315.0923 File : 0: \Dci- Civil\2005\05-12-000- MELODY LANE\dwg\05000pin.dwg nsweere SCALE : NTS SHEET NO. SCALE NIS C-200 SF 1 A. NW_1_t4_0,Fr-nnNi 1-� Tom _iQ o-7 KinpTu nalor n"z Cl/ PERP,.,,IIT C�) ,Ui\IT I CE R a"UN""EET FILE Zr%, construc SSMR on cods6ig.8" Be= line 60:� SSMH 74.1 op 2 .00 15.63 e---15,80 SSMH #75 Top 27.00 ic 17. 6" o C 1 70* 7� 10-6 2% k - 16 .17 +I-- IV Drainage Ea-eru-t .1 lt� Arm = 21,200 of i_�W_ sewer Easement z IV Sanitary i I N88-48'39"W 196.18 SSMH #74.2 10'-6- @ 21/o le = 17.53 z Top 21.4 6" ie 17.33 kD Lot 1 R I Arm = 15,779 of 6 N 880 48'39" W 198.30 deed N 880 4E 3801fI-1/2HDPRPiP- 3001ft-t/2-14DPEPIP0 pw& No. E7.6) SD Melody Lane — — — — — — — — — — — — — — — '�,,(2) 3/4' S-Woe S-ddl- samh#7 4: top 16.4 2, is 13.34 6'Pedestriia6 Basement AF#8712280087 I GL 4 AF #9063160298 Condition 6 That Grantor, her heirs, successors and assigns, shall have the right to connect her property free of' charge to the City storm draln at any future date of Grantor's or her successors choosing. i . . CONFORMED COPY 200409015216 2 PG$ 09.01-2004 09:33m 85.00 SNOHOMISH COUNTY, JSHINGTON GL 1 Sheet 2 of 2 sheets 'CITY:OF EDMONDS SHORT PLAT S-03 -69 ection,13, Township 27 N., Range 3 E., W.M. LE�AL DESCRIPTION: 'to" of Tha Government Lot 4, Section 13, T. 27 N., R. 3 E., p FivadM�/rlp,16077 W.M. d .. 1�1b.d as follows: S?� 2003 an a' the "4 come'Common between Sections Co' ' 'm c" T 13 24, hip Range the N 88* 48'39' ond �.Icl n and w nce , st e c s 4 srab #75: op 27.00, fis 17.00 r Wq1tont thp South II ri; of Section 13 a distance of 1087.30 feet . he .Int fb. In.1 n g; thence N 1 * 1121" W 152.30 ti feet to the S' therly line of the tract of land conveyed to pu Eu ene Ja 9 rl�ea McNamara by Deed recorded in Volume 271 IV of Deeds, Page 491, under Auditor's File No. 563723, Records of �nolhomlsh County, Washington and an old �0, St.— & saunty S.W. I fence; thenpe along said fence and line N 71* 32'OD" W 20,t.25 feet fence; thence S 2* 23'00" W 216.82 feet 10,1: 2 to lion a theSection a; thence 8 88* 48'39" E 198.30 feet to the :t 1 21,200 Sp Wfi1ity Easement "Ony Q�o :m��723 point of beginning. Situate In tI`Ie City of Edmonds, County of Snohomish, State rq 964624 of Washington. Centedine I V Sewer L_1 _ask L I 39 7" — — — — — — — — — — — N88*48111 W 19§:18 Easement AF #1747988 r------ ----- = Access& UtWtyEseent 9,S9L_ I z :----t—,r�30' J 15,779 SF Gross* 13,378 SF Net 25, South 114 Comer BASIS OF BEARINGS: A./C.P� 18071 1 gillr4830W 19 D111 UQ) _ _ Bel, —;,88*48139"W 198,30 Found Men & Case . Sept, 2003 South line of Section 13, T. 27 N., IL 3 E., WAL tal N88'48'39" W 1087.30 4 3 L being N 88o 48'39" W. I.Val- 24 EQUIPb1ENT & ACCURACY: Leica 6" Total Station used for field traverse. Accuracy meets or exceeds WAC 332-130-090. Found rebar and cap at property comers indicated. Set 1/2" rebar and cap, "Intensus, 17658" at all 0,,Eisiem�ntilpgreas, Egress& Utility AF#9509220161 other property comers. tiot 2: .41 f W Edinonds.SP S-95-170 AF#9602050180 J Owner: Nancy Rowe Lot,. withirillie, short plat may be subject to the following instruments: 1 ;58794 'v pr.i ate Road Easement 1964624 City SHORT PLAT S-03-69 ofEdmonds 1747988 J CityofEdmonds B J . City of Edmonds, WA U12280081 Pedestrian Easement 9003150299 Construction Basement 9 509220161� Access & Utility Basement SE 1/4 SW 1/4 See. 13, T. 27 N., R_ 3 E., W.M, I RqTENSUS, Engineering.& Surveying PO Box 1486, Snohoinish, WA 98291 360-668-7534 4131ody Labe & D E S'I G N 0 0 NST R UC T I :N 0. m P 425.820.1540 F 425.820.1941 12815 NE 124th STREET, SUITE C KIRKLAND, WASHINGTON 98034 FBI 7s) 7:5 K_ Q) F Fi4kNI m Title Short Flat m Scale rR F7, C F_: i k1l". I A R 1 6 PERMIT COUNTER m Sheet M Copyright 2005 Bristol Design & Construction f7 e',�7'-I& PERMI'T COUNTER INDEX 761-T 'AL ACCE" I. -nGHTLIN� SD-' A 85 MA ERIAL 30 801H �40 24' .1. .1 ..3s0etback 29 setback 8 PROPOSED RESIDENCE 2345sf 27 (895 sf ground, 1450 sf main) 28 Garage ILL 019§90. Win 551sl Ic +12-4 / F- P. .101d.1.1-11 . . . . . . . . . . . . . . . .. Deck 612 f J Q XCon,proposed Driveway role o.1'v`awa, 4,�o f 4790 sf "ES M 2 DAY8-- 4 Slope of driveway to follow natural VAP4SV contours MIN .1 :et b :. k� -- - - - - - - 4 - - - —Fr � k F N N +23 +23 Shop 482 sf G H 'NATE11i & Sr- NEF! +231 +23 1NSPk;TIONS"1.1EQ'D ------------- 120 F-,' Cf,,U,425 -C22 X'1*J'326 ................. ........... 'N' 0) . . . .... ... 0,11NIMICON"I" TO,-, M". 'N t L 1=11 L-AG try, Le,;nt<9 e=-> APPBOVED AS NOTED r BY E�GNEMNC3--- North te: r-1-1E A�'-:) AID ADDRESS SIGN RZQUIED A -1.1 SITE PLAN A - 1.2 GROUND FLOOR PLAN & DOOR & WINDOW SCHEDULES A - 1.3 MAIN FLOOR PLAN A - 1.4 ROOF PLAN GENERAL NOTES A - 1.5 GROUND FLOOR REFLECTED CEILING PLAN A - 1.6 MAIN FLOOR REFLECTED CEILING PLAN A - 1.7 SHOP PLAN ELEVATIONS & ROOF PLAN A - 2.1 EXTERIOR ELEVATIONS A - 2.2 EXTERIOR ELEVATIONS A - 3.1 SECTION A - 4.1 INTERIOR ELEVATIONS A - 4.2 INTERIOR ELEVATIONS A - 4.3 INTERIOR ELEVATIONS A - 5.1 DETAILS 1. All work to conform to current I.B.C. as adopted by the state of Washington and all other applicable codes and regulations. Contractor to notify architect of any discrepancies between construction documents and code requirements prior to construction. Information coritained in these documents is not approved for construction until building permit has been issued. 2. Contractor to review construction documents, verify field conditions and dimensions. Contractor to notify architect of any discrepancies or conflicts prior to construction. Methods and means of construction are contractor's responsibility. 3. Contractor to follow manufacturer's instructions for installation and use of materials and equipment. ADDRESS: 695 Melody Lane Edmonds, WA Tax Parcel #: 2703-130-035-800 IMPERVIOUS SURFACE CALCS Proposed Building Roof Outline: �2814 sf. Proposed Patio: C1 61 sf Proposed Driveway- 4790 sf Proposed Solid Surface Deck: I 612 sf Proposed Shop Roof Outline: 727sf HEIGHT CALCS Average Grade = 25'- 9" Actual = 50'- 9" Maximum if. 60-9 SQUARE FOOT SUMMARY Main Level 1450 sf Ground Level 895 sf Total Heated Area 2345 sf Garage 555 sf Shop 482 sf Deck & patio combined 773 sf LOT COVERAGE 6,883 sf LOT AREA: 21,200 sf PERCENT SITE COVERAGE: MINIMUN1.1 SETBACKS: West side 25' North side 10' South side East side;t z6,, LOT SLOPE: 4.1% Zone-f-I�L-.-Lif, Corner Fiag Actual front 2nm- — �.-t Sides 40 Rear Other SITE PLAN LEGEND Property Line Building Footprint Setback Proposed Grade Contours APPROVED BY PLA[ffll�IG D E S-1 G N CGNSTRUCTI 'ON m P 425.820.1540 F 425.820.1941 12815 NE 124th STREET, SUITE C KIRKLAND, WASHINGTON 98034 0 A Mx%f te, Ill a0b ts. Q) 7� Q) 7�5 Q) V L3 -Ii4A PERMIT COUNTE1111 m Title sito Flan Scale 11-11-011 1/16 - m Sheet M Copyright 2005 Bristol Design & Construction R R E-_ c E Z v E D PER.,",,,!!T COU'l-Tf-1,- N. ti � ""TREET FEE