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6830 176TH ST SW.PDFiiiiiiiiiiii 1142 6830 176TH ST SW NOTICE: No warranty of accuracy. The information shown on the attached map(s) was compiled for use by the City of Edmonds, its Employees and Consultants. The City of Edmonds does not warrant the accuracy of anything set forth on these map(s). Any person or entity requesting a copy should conduct an independent inquiry regarding the information shown on the map(s), including, but not limited to, the location of any sewer stub shown. Such sewer stubs may or may not exist and may or may not exist at the location shown. Neither the City of Edmonds nor its employees or officers shall be liable for the information given on map(s), nor for any one representation provided based upon said map(s). 0 sx-l" APPLICAm.. 3� I lum for The City of Edmandl SIDE SEWER 'To -; - O's NEW CONSTRUCTION 7M"REPAIRS 0 OWNER ..... 6.?lZ.V.lQf .. e ------- ----------------------- ........................ ADDRESS e�.9,30 ---- — ----- r7-------" YNNWOOD UK. EASEMENT No. ,zle /&�- CONTRACTOR -A ----- ............. 11-A-)- j�61,1 ---------- PERMIT No LEGAL DRSCRrPTION: LOT No . .............................................. BLOCK No. Oe-V- 4.167ell NAME OF ADDITION.-.,9S.. ..... ,41.t W-S.;w ...... j, 4 ....... . &�� ... eew ............... T- -1 to 4- t! " 10 ly RME1,111c'n OCT I I V� Approved: D I XiE451y-c- --- 313:y��--4.. ob ', 04 A 7 54 VA" RIE k Mr I I C I TTY' 0: F E MY! Q N DS 2 ENT,�,* WATER -SEWER, DEPARTM 4045:�, j Cna'I 7,76-1107 for side as wer 'Ins"pections: BEFORE covering any, po rtion, of the constr� cl�tomy' holiday Inspection w b n: 24',hours�After -request. NW*S&t.,',Sun.,or s. k pbetion will be'pr6vIded' It I OF CONSTRUCTION ................................................................. ...... ..................................................................................... DRESS LOCATION o� ot, 11�) PROPERTY LEdAL: DESCRIPTION .............. ........ 7 . . . . . . ! : !�, � t, I - . -!, ;� o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . p . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................................................... ...... ................................. ...... 7 .............................................. ............................... ........ ......................................... . ............ Z�. OV VNIER A.ND/OR,BUIILDER .......... ........... ... ................................................. ....... ...................... ...................... ; ............................. A,(_7 lu o; !",!It d- " I 0ONTRACTOW, Sy-MAME & ADDRESS .............................................................. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 . . . . . . . . . . . . . .. . . . . . .. .. . . . ... . . . . . . . . .. . . . . . . . ... . . . . . . . Permissiowls.grant�ad . ....................... ...................................... 19!%..."�,Jor repair andAr,connection of'- it side, sew'er. to- the city sanitar sewer system In accord with City of Edmonds ordinances. INTION IS CA-LLED TO THE FOLLOWING: �,_.4E No. I —The owners of the property may obtain a permit to construct -sewer inside property line. A licensed Side Sewer Contractor must be�employed to, construct side sewer�in street area., Do not cover any, portion of Isewer,before It has been. inspected. NOTE No. 2—AIL work performed -in city right-of-way requires an Invasion. of .11.1ght-of-Way!.Permit obtainable.from the City Engineerls ffice. NOTE No. 3—Obtaim'full information; regarding Ordinance 11.16.030 andl� Rejuliitlons go�ernjfig sIde,§ewors you gpt.,p ' it�" NOTE No. 4—Top of side,s6wer must have at least 30 inches,.coveraAc ae property line and, 12 Inches,ln�lde p�operty line;, minimurrf grade of 2%.',_No bends in grade sharper.than %, will be permitted. NOTE No. 5--Trenches in street must be water settled and surface of street restored Ao original.ebriditloh. Contractors shall be -responsible for -failure due to improper work which, may develop within one year of completion. NOTE) No. r�—It is unlawfull,to alter or do any other,work than.1s provided.for in the permit, or- to. do. any work on the main sewer or�lts appurtenances except 'to in - sort the -pipe into the, wye; Date Dat ................ I DISAPPROVED F.j ................. ........... ... By..: ........ ............................. .... Py! ............... ------------- 'BY ... ............ APPROVED Date../an./��.;2/ .................. ........... ..... . .... ....................................................... : ............................ Remarks: ............................. : .................... ......................................... ....................... .......................... ........ ............................. 7 .................... . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BOT Pe it Copie STAe Signed By Owner of. iFirrn 'Perform ing, �Con I st I rue tiori PRIOR. To Request For'Inspectilon . . ... . ... .. ...... .................. ...... ..... .... . hereby certif ythfit, the, side� sewer installation constructed'under this permit er of Cc c ng � irm, Performing ruction, E ds' 7. '9 installe( in, accorda ce ith all -governing ordina A -he City of' dmon Dated this ....... /-,.'Z' ...... ................................ Xg . ... Check BEFORE, you dig for: Water, Gas [3,, -Tel ephohe,E3-1 Po�ver Sewer E]Ip, -Other'.Q: �-:V SEWER MANHOLE NO. 178 RIM=430.72 INVERT ELEV=420.97 CITY OF EDMONDS DATUM 4V w w w w w v Av ff/ lw w AV ml — — — — — - — — — — — — — — — — - — — — — — - — — — — — 1-7 L,2-"'- ST— .rarwt sum -- — - — - — - — - — - I N Ar. M AV AY N hF /V AV 1 hY Awy hyl hmy Aa" -------------------- ILI co "j 1�1,46 1.14 ;e jos po Ovv/v + B a&y CAR" m ki t 2 It VXYl RID AM= L V. 37, i 7�/ 74"". ID c :S-2 HEIGHT CALCULA LOT COWRA A = 434.84' 30'x 24' SHED B = 434.63' 9 xp4O SHED C = 434.95' STR ET FlLbl 'SHED D = 434.15' PROPROSED HOUSE = TOTAL 1,738.57 TOTAL AREA = 1, 738.5 714 434.64' AVERAGE ELEVATION 3,630 / 18,668 SF = 434.64 + 25 459.64' MAXIMUM ALLOWED HEIGHT 458.89' PROPOSED HEIGHT PROJECT INFORMA R E C F. I V E D PROJECT SITE ADDRESS 6830-176TH ST. SW TAX ACCOUNT NUMBERS 5131-000-154-0401 P-R I cl, 1999 TOTAL SITE AREA 18,668 S.F. (2.20 A ZONING RS-8 APPR DEVELOPMENT SERVICES CTR- CITY OF EDL40NDS 720 SF 90 SF 54 SF 2,766 SF 3,630 SF 0.19 x I'M SCALE ( IN FEET ) 1 INCH = 30 FT Am City'of Edmonds Permit No:? RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date: / L' 1, 3 /1 A. Address or Vicinity of Construction: ri Lk 1* S-r' zsw B. Type of Work (be specific): 6T Z:>�A C. Contractor: Mailing Address: &4 _C0 State License #: D. Building Permit # (if applicable): Contact: -:9� 4-4ov—,,,r Phone: 2�0L*' 946- 'S1 4-3> Liability Insurance: Bond: $ Side Sewer Permit # (if applicable): E. Commercial Subdivision E] City Project E] EUC (PUD, GTE, PSE, CHAMBERS, OVWD). Multi -Family Single Family Other INSPECTO #/7ZV77— F. PAVEMENT: E] YES F� NO G. SIZE OF CUT x H. Charge: $ CONCRETE CUT: E] YES F� NO P&-/'Z. Pf-,4A/ �PIACANT TO READ ANE IDEMNITY.- Applicant understands by his/her'signature to this application helshe holds the City of Edmonds harmlessfrom injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that ' may be made against, the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorneyfees by reason ofgranting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORAMANSHIRAND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIMEA DEBITOR CREDIT WILL BEPROCESSED FORISSUANCE TO THEAPPLICANT. * Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required training in their possession. + Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt -or City - approved material prior to the end of the workday - NO EXCEPTIONS. * Three sets of construction drawings of proposed work are required with the permit application. IHAVEREAD THE ABOVE STATEMENTS AND UNDERSTAND THE PERMITREQUIREMENT"V AND ACKNOWLEDGE THA T I MUST MAKE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS Sig� Date: 16.1% -C) (Contractor or Agent) CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS COMMUNITY DEVELOPMENT CODE. FINAL APPROVAL OF PERMITTED WORK. INSPECTOR'S SIGNATURE DATE: For inspection requirements see Engineering Information Handout. NO WORK SI-IALI., BEGIN PRIOR TO PERMITISSUANCE . CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION OWNER NAME/NAME OF BUSINESS 2, cc LU MAILING ADDRESS ;2 S7 ZI: _ -fo o /. () . CITY ZIP TELEPHONE t,114 '�6026 12-0e, 9*1 _2142, NAME U Lu t ADDRESS x L) cc 4 CITY ZIP TELEPHONE NAME cc ADDRESS 0 L) < d 121tj r- CITY z ZIP TELEPHONE 0 c� 0 S7 STATE LICENSE NUMBER EXPIRATION DATE CHECKED BY C_ C.),ej 27,noo Al LEGAL DESCRIPTION OF PROPERTY - INCLUDE ALL EASEMENTS 5 4 PROPERTY TAX ACCOUNT PARCEL NO. / uj 0 --/ :�. / _j o e— (_�N — NEW RESIDENTIAL ADDITION COMMERCIAL REMODEL APARTMENT REPAIR GRADING CYDS DEMOLISH TANK GARAGE RETA' NING WALL CARPORT ROCKERY (TYPE OF USE, BUSINESS OR PLAIN: ir w NUMBER NUMBER 0 F OF DWELLING o —STORIES UNITS DESCRIBE WORK TO BE DONE FT, I HEAT $OURCE I G ,Aj ZAZING % NA 4 PLAN CHECK NO: USE ZONE JOB ADDRESS LEGAL DESCRIPTION CHECK PERMIT EXPIRES Q_ij1_1 PERMIT NUMBER 900169 SIZE/AP ,��to SUBDIVISION NO. I LID NO PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP EXISTING — REQUIRED DEDICATION PROPOSED METER SIZE I LINE SIZE I NO. OF FIXTURES ENGINEERINdW"l FIRE MEMO DATED VARIANCE OR CU P TESCP Approved 0 RW Permit Required 0 Street Use Perm it Req'd 0 Inspection Required 0 Side�alk Required 0 PRV REQUIRED YES 0 NO 0 z z REVIEWED BY I REVIEWED BY W ADB# I SHORELINE # SEPA REVIEW SIGN AREA HEIGHT COMPLETE EXEMPT ALLOWED I PROPOSED ALLOWED I PROPOSED EXP I LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.) ALLOWED PROPOSED FRONT SIDE REAR FRONT URSIDE REAR z z LOT AREA PLANNING REVIEWB� DATE'. CL [—] PLUMBING / MECH REMARKS Ei COMPLIANCE OR CHANGE OF USE SIGN FENCE ( — X — FT) CHECKEDBY I OTHER IT'-JCOr, / p SPECIAL INSPECTC �1 RENEWAL REQUIRED El Y.�s JAREA REMARKS PROGRESS INSPE CRITICAL AREAS n, C I NUMBER 1 _4 )N . 1�� OCCUPANT OCCUPANT PER UBC 1.08 FINAL INSPECTION REQUIRED IVALUATION FEE PLAN CHECK FEE LOT SLOPE % BUILDING DATE PLUMBING MECHANICAL THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC GRADING/FILL D DOMAIN (CURBS,SIDEWALKS, DRIVEWAYS, MAROUEES,ETC.) WILL REQUIRE t: SEPARATE PERMISSION. STATE SURCHARGE cc W PERMIT APPLICATION: 180 DAYS CL PERMIT LIMIT. 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS STORM DRAINAGE FEES GO 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS W ENG. INSPECTION FEE _j IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF 2 cc EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND x ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE DEEMEDTO MODIFY, WAIVE OR REDUCEANY REQUIREMENT OF ANY CITY ORDINANCE 01 PLAN CHECK DEPOSIT NOR LIMIT INANYWAYTHE CITY'SABILITYTO, ENFORCE ANY ORDINANCERROVISION." TOTAL AMOUNT DUE 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- CALL TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INS PECTION WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. (425) (OWNEE,�PLAGEN- DATE SIGNED 7_ — 4�77 e7) -, /I - 771-0220 A ,P-PLICATION APPROVAL p lication is not a permit until signed by the ID� Off I or his/her Deputy: and Fees are paid. and rece;r� is acknowledged in spjace provided. RELEASED BY OATE' ORIGINAL -FILE - YELLOW- INSPECTOR ftl PINK - OWNER - GOLD - ASSESSOR J/1,3 A17ENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL. A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 5198 r CITY OF EDMONDS SIDE SEWER PERMIT -�O 9,079 9 0 19 PERMIT Address of Construction: S-3o Property Legal Description (Include all easements): Owner and/or Contractor: State License No. 0:_Si`ngle Family Multi -Family (No. of Units-) Commercial 13 PU'blic OCT 1 4 1999 PUBLIC WORKS DEPI 9MINW301) LINE 906ew-r (!!�, 4V,00- Building Permit No. 949,0 �_ 9(4c.? Invasion into City Right -of -Way: El No ��s RW Construction Permit No. Cross other Private Property;-N--No El Yes Attach legal description and copy of recorded easement I certify that I have read and shall comply with all city requirements as indicated on the back of the Permit Card. ( C) - Date CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION PERMIT MUST BEPOSTED ON JOB SITE White Copy: File Green Copy: Inspqctor Buff Copy: Applicant Revised 3190 NOTICE: No warranty of accuracy. The information shown on the attached map(s) was compiled for use by the City of Edmonds, its Employees and Consultants. The City of Edmonds does not warrant the accuracy of a nyth ' ing set forth on these map(s). Any person or entity requesting a copy should conduct an independent inquiry regarding the information shown on the map(s), including, but not limited to, the location of any sewer stub shown. Such sewer stubs may or may not exist and may or may not exist at the location shown. Neither the City of Edmonds nor its employees or officers shall be liable for the information given on map(s), nor for any one representation provided based upon said map(s). Side Sewer Drawing The City of Edmonds EASEMENT NO . .................... ....................... NEW CONSTRUCTION v REPAIRS F� LID NO . .................. . ASMT. NO . .................. OWNER.............................................................................. - ---------------- CONTRACTOR .................................................................................... PERMIT NO. qVI-9 JOB ADDRESS .......... ......... . ....... '-s-W ----- LEGAL DESCRIPTION: LOT NO . ......... ............................ BLOCK NO - ------------------------------------ .................................................. I .............................................................................................................. NAMEOF ADDITION ......................................................................................... ........................ E 1-41 ,30 1 6 (0 " conc- S r ApprovedZ PWV.11178) DATE.10/1 I .......................... By ............................................................. .W-0001-11/75(RE .... T q� CAFILENO. j-_qq_4t Critical Areas Checklist ------- ------------------------------------------------------ Site Information (soil s/top o graphy/hy dro I o gy/v e getati on) --A( -- 1. Site Address[Location: &630 Z Z& 'r' 62 2. Property Tax Account Number: — 5 Z4 Approximate Site Size (acres or square fe,�t): 4. Is this site currently developed? —yes; — no. p "g If yes; how is site developed? _S"IAIClu�_ i5�vZ. 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of I 0-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% a vertical rise of 10-feet over a horizontal distance of 3' ) to 66-feet). *et, e Steep: grades of greater than 30% present on site (a ve t over a horizontal distance of less than 33-feet). Other (please describe): Q — -#,IW 6. Site contains areas of year-round standing water*. Approx. Depth: 7. Site contains areas of seasonal standing water: /V Approx. Depth: What season(s) of the year? 8. Site is in the floodway floodplain_LV/A— of a water course. 9. Site contains a cleek or an area where water flows across the grounds surface? Flows are year- round? A/447 Flows are seasonal? _ (What time of year? 10. Site is primarily: forested meadow ;shrubs mixed urban landscaped (lawn,shrubs etc) V1.1, , 11. Obvious wetland is present on site: e��IA --For.City Staff Use Only ----------------- — -- --- ------------------ - ----------------------------------- ------ -1; Si i "s Z 'n d6' te i o e I .. ...SCS.-m..app�d..so.il..,typ,g( i" t /ex -2 S ...... 3. Wet'land inventory oe C.A.* map indicates wetland present on site? 4. Critica'! Areas inventory or C.A. map indicates Critical Area on site? A,, Site within designated earth subsidence landslide hazard area,?. .'6.' Site designated on the tnvirionmen tially Mao? A,� Sensitive Areas bMMMINATION ^0_chk,dcc; Rev 10/03/97 "I City of Edmonds 'kW CRITICAL AREAS CHECKLIST The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, 'or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the' checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent infor m-ation (e.g., site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site I have completed the attached Critical Areas Checklist and attest that the answers provided- are factual, to the best of my knowledge (fill out the appropriate column below). Owner/Applicant: Name Street Address city State Telephone Signature Date Zip Applicant Representative: Name 1-5o,4�9 12J 4,t-' Street Address 6'av city State Zip Telephone Signature 2- Date e L. P 7- 46 - 3 1 C�P3 creception\janakaddoc (over) CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 DEVELOPMENT SERVICES DEPARTMENT Planning - Building - Engineering February 26, 1999 Robert G. Hovde P.O. Box 1214 Edmonds, WA 98020 BARBARA FAHEY MAYOR Subject: Determination regarding Critical Areas Checklist # 99-41 Dear Applicant: Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City is located on the reverse side of the form (bottom of page). It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records. IMPORTANT INFORMATION TO BE NOTED: PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIS OR CRITICAL AREAS STUDY, The 'DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a project -specific determination. You must submit a copy of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL 41111111 PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED. Permit applications include the following: Enc: Determination * Architectural Design Board C:ReceptIon\Jana\CRLTR.doc Building Permits Conditional Use Permits Subdivisions Variances Applications to the ADB* Land Use Applications Any other development permit applications. Thank you. Planning Secretary Incorporated August 11, 1890 Sister City - Hekinan, Japan PLANNING DATA NAM E: SITE ADDRESS: /7��51 IT E: I Al, LZ ZONING: PLAN CHK#:. > PROJECT DESCRIPTION: CORNER LOT es/No) SETBACKS: FLAG LOT (Yes/No) Required Setbacks: Front: �6 Left Side: _7� Right Side: :Z"(g -Rear: AT Actual Setbacks: Front*- Left Side: Right Side: 90 "Rear: Street map checked for additional setback required? ' (Yes/No) LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/N) LOT COVERAGE: Oyd &�Nctual: . Maximum Allowed:. �/ � BUILDING HEIGHT: �156 Maximum Allowed: �,ctual Height: - Datum Point: ah A �JA 0444 Datum Elevation: A.D.U. CREATED?: SUBDIVISION: AW I CRITICALAREAS#: _rl- SEPA DETERMINATION: LOT AREA: 12 [PERMITEXPIRES CITY OF EDMONDS USE PERMIT ZONE NUMBER V\ S,' 9 0 29 6 CONSTRUCTION PERMIT APPLICATION JOB SUITE/APT# ADDRESS OWNER NAME/NAME OF BUSINESS j?_n,9_ _' 71 -1 LEGAL DESCRIPTION CHECK SUBDIVISION NO. LID NO. cc W _��b ESS A10,15GA6 R z T" 'Pit (;jl I I " PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCP App,med 01 EXISTING REQUIRED DEDICATION RW Permit Required , i 'y 0 Street Use Permit R4 Y, 0 elf-Y I — ZIP TELEPHONE P-1161 1pw I rf4L) - 31 PROPOSED 4_" inspection Requited 0 Sidewalk Required 0 mdo') �AME III METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED � I __ V I I,,) k I 1 2 n YESV� NO 0 K cc r A13DRESS REMARKS tv iz� ir el 0- z CITY ZIP TELEPHONE I - \4 to li�l woo 1-7 45 - 7. NAM9 ENGINEERING MEMO DATED REVIEWED BY ADDRESS cc I I FIRE MEMO DATED REVIEWED BY UJI oM: 61TY ZP TELEPHONE z U. a L, Af )I 1 61,140 ;:F1 14 5 VARIANCE OR CU ADB# SHORELINE # %'fVE LICENSE NUMBER EXPIRATION'DATE CHECKED BY SEPA REVIEW SIGN AREA HEIGHT )r 4 or 1;z '� COMPLETE EXEMPT ALLOWED PROPOSED ALLOWED, PROPOSED z LEGAL DESCRIPTION OF PROPERTY - INCLUDE ALCEASEMENTS I 2 0- EXP LOT COVERAGE REQUIRED SETBACKS (FT.) PROP6SED SEiBACKS (FT.) cr 0 In ALLOWED PROPOSED FRONT SIDE REAR FRONT, UR SIDE REAR 0 uj �7 PROPERTY TAX ACCOUNT PARCEL No. 0 z LOT AREA NJIN��P61EWB'Y D�TE W _j f c) !��A (L 1 7 / 1!i6 41,11411v - `� NEW [3XRESIDENTIAL nl-'PLUMBING MECH 0' REMARKS D_��ITION COMMERCIAL o COMPLIANCE OR CHANGE OF USE J [j�416M'ODEL APARTMENT. SIGN n REPAIR GRADING FENCE CHECKE613y' �YPEO'F`601\1!:i�RUCTION CODE OCCUPANT CYDS ( _ _ FT) X DEMOLISH o OTHER TANK GROUP K' ORAGE RETAINING WALL SPECIAL INSPECTOM'I'rR REQUIRED P OCCUPANT LOAD z 1-4YCARPORT ROCKERY El RENEWAL [:] YES ) tl (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN: #I REMARKS CL Fr 0 , PROGRESS INSPI�CTI�NS PER UBC 108 z K-UivlBER 1�0BERIDF CRITICAL M 0 OF DWELLING AREAS RIES UNITS VA/ Jd/ _STO 14�_ NUMBER DESCRIBE WORK TO BE DONE A 1 14-7 _A';1Q1e_— FINAL INSPECTION REQUIRED VALUATION FEE PLAN CHECK FEE HEAT SOUR GLAZING % �7 LOT SLOPE % 4" 4 BUILDING /,50 OC-�o 16� PLAN CHECK NO: VESTEDDtE PLUMBING MECHANICAL THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBL-IC GRADING/FILL 7j DOMAIN (CURBS,SIDEWALKS, DRIVEWAYS, MARQUEES,ETC.) WILL REQUIRE t SEPARATE PERMISSION. 2 STATE SURCHARGE cc ul PERMIT APPLICATION: 180 DAYS PERMIT LIMIT: I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS STORM DRAINAGE FEES cn (n "APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS ENG. INSPECTION FEE J IN INTEREST, AGREES TO INDEMNIFY. DEFEND AND HOLD HARMLESS THE CITY OF M 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 DEEMEDTO MODIFY, WAIVE OR REDUCEANY REQUIREMENTOF ANYCITY ORDINANCE PLAN CHECK DEPOSIT 0 v NOR LIMIT IN ANY WAYTHE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION." TOTAL AMOUNT DUE 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 APPLICATION APPROVAL THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL This TION: AND IN DOING THE WORK AUTHORIZED THERE,BY, NO PERSON WILL BE EMPLOYED application is not a permit until signed by the IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION Building Official or his/her Deputy: and Fees are paid. and WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. receipt is acknowledged in space provided. SIGNATURE (OWNER OR AGEN'f—)-;;�---- DATE SIGNED OFFICIALS SIGNATU�E DATE ..(425) 717' - ( i r '. 771-0220 'R'IiLliXS�LD' BY B(ATE" ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL VML 11 OF L�1_1 1 %J " o ivit,%uL: moju ,%r-r-n%.jVML Un M %,Cn 1 irl- ORIGINAL - FILE YELLOW - INSPECTOR CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK - OWNER GOLD - ASSESSOR A PORTION OF SECTION 5, TOWNSHIP 27 NORTH r CITY OF EDMONDS, ,, RANGE 4 EAST, WILLAMETTE MERIDIAN 8.v Tc) 9 CN AL DESCRIPTI LOT 1, CITY OF EDMONDS SHORT PLAT S-24-84 RECORDED UNDER RECORDING NUMBER 8501210129, AND REVISED BY BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER 8905100081, BEING A PORTION OF LOT 154, PLAT OF MEADOWDALE BEACH, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 5 OF PLATS, PAGE 38, IN SNOHOMISH COUNTY, WASHINGTON. PROJECT NO DETENTION PIPE TO BE INSTALLED & SIZING TO BE DETERMINED AT 7HE TIME OF THE SINGLE FAMILY BUILDING PERMIT SUMITTAL ON LOT 2. DESIGN OF, AND CONNECTION TO UTILITIES WILL BE MADE AT THE TIME OF BUILDING PERMIT APPROVAL ON LOT 2. STORM SEWER, SANITARY SEWER AND MUNICIPAL WATER SUPPLY ARE AVAILABLE IN 176th STREET S.W.. LOTS TO BE SERVED BY INDIVIDUAL DRIVEWAYS, TO BE CONSTRUCTED @ TIME OF BUILDING PERMIT NEAREST FIRE HYDRANT IS 27Z5' WEST OF THE N.W. PROPERTY CORNER LOCATED IN THE SOUTH SIDE OF 176TH ST S.W. RIGHT OF WAY. SEWER MANHOLE NO. 177 RIM=4.32.24' INVERT ELEV.=423.67' 32 176 TH S TREE T C4 N89*30'44"E 282. 00'(C) j ON SEW C) 20 �=_ __ - b .. 153. .�R�INE DIW` SF SF 1-30-APPLEQ - - _NB9,36'44"E 73.01' Al N C14 �EX.CONC. SIDEWALK 10. C) 0 (c.) 00 N 8.4' 2 Z 00 C6 1 C) Z C6 EX. SFR 6830 176TH ST SW F.F.E.=435.26' PORTIONS OF EX. BUILDING ENCROACHING INTO PROPOSED SETBACK ARE TO BE REMOVED EX. CONC. W=V10 T 9,517 SF OSS) ( tes 9,041 SF T) 48" CEDAR WOOD FENCE END & 1.3' WIDE CONC. RETAINING WALL 0.8' NORTH, 0.2' EAST L -------- FROM PROPERTY CORNER � 5' ESUT. ACCESS FOR LOT 2 15' B. S. B. L. 'l'iJNE OF 6" FIRE TREES VIEW RIDGE 1\10. 6 V, 37, FG, 29 CONSTRUCTION SEQUENCE DI I INSTALL TEMP. GRAVEL ACCESS RD. SEE DETAIL THIS SHEET SEWER MANHOLE NO. 178 RIM=430.72 INVERT ELEV=420.97 CITY OF EDMONDS DATUM /w W. C4 8" 7f c:) A/. EREBAR -SNO-'CO.ENG-' X. SF: SF SF )2' 1 TliEX. !BUILDING TO B� REMOVED L t6 N89'30'44"E T 153.02' INSTALL LAY BALES utiaeux I RAINFALL N S \$:X. KPAR W/sm' 25' B. S. B. L. CAP, FENCE 0.4' OF REBAR & PROt 7 6" 5' LOT 2 9,151 SF (GROSS) 1v 8,6 75 SF (NET) WATER FAUCET VIEW RI H EX. SHED TO Sf BE REMOVE�., V, 3 7, 5# ESMT.\AccEss L o- FOR LOT I 50.8' 10- APPLE EX.1 SHE6 TQc -------- r- BE-R-EMOUd' 6.2' 7-5. 0 J" EX. REB STAMP ' WOOD Ft 5' WOOD FENCE CORNER 5 0.7' NORTH, 1.1' WEST FROM PROPERTY CORNER & EX. 1" I.P. WICAP STAMP "LS 9435" THIS CONSTRUC77ON SEQUENCE IS TO BE USED AS A GUIDELINE. CONDITIONS MAY REQUIRE CHANGES IN TIMING OF WORK. CHANGES SHALL BE DISCUSSED WITH AND APPROVED BY INSPECTOR AND OWNER. 1. ARRANGE AND ATTEND PRE-CONSTRUCT10N MEETING KITH CITY OF EDMONDS SITE DEVELOPMENT INSPECTOR. 2. FLAG PROPERTY LINES AND CLEARING LIMITS AS INDICATED ON CLEARING, GRADING AND T.E.S.C. PLAN. 3. INSTALL SILT FENCE AND CONSTRUCTION TEMP. ROCK ENTRANCE PER PLAN. 4. CLEAR & GRUB TO CLEARING LIMITS. 5. ROUGH GRADE DRIVES AND BLDG. PADS. 6. INSTALL STORM 7 CONSTRUCT NEW HOMES. 8. CONSTRUCT FRONTAGE IMPROVEMENTS AND DRIVEWAYS 9. HYDROSEED DISTURBED LAND SURFACES. 10. REMOVE REMAINING T.E.S.C. STRUCTURES AFTER SITE HAS BEEN STABILIZED AND APPROVED BY THE COUNTY DEVELOPMENT INSPECTOR 11. CLEAN STORM DRAINAGE SYSTEM AND PLACE INTO OPERA TION VICINITY MAP A frA D 0 ik'A Cly RD NO 176TH ST SW L rn Q 0) SITE to OL YUPIc N IS PROJECT DESIGN TEA OMVER / APPLICANT- ROBERT G. HOVDE P. 0. BOX 1214 EDMONDS, WA 98020 PHONE (425) 778-8791 PROJECT MANAGER. BAYTOWN DESIGN GROUP - ATTN. JOHN BISSELL 6320 EVERGREEN WAY, SU17E 202 EVERETT, WA 98203 PHONE (425) 267-9400 SURVEYOR. R.L. MCDUFFY & ASSOC., INC. 3605 COLBY AVENUE EVERETT, WA 98201 PHONE (425) 258-4438 FAX (425) 258-1616 777LE COMPANY- PACInC NORTHWEST TITLE COMPANY ATIN. SUE THOMPSON (ORDER NO. 9912533) 3224 WETMORE AVENUE EVERETT, WA 98201 . PHONE (425)-258-6450 FAX (425) 339-2255 ENGINEER: DVE CONSULTANTS ATTN.- GREG KRABBE 6320 EVERGREEN WAY-#202 EVERETT; WA 9820 3 PHONE (425) .348-3700 PROJECT INFORMATION PROJECT SITE ADDRESS 68JO-176TH ST SW TAX ACCOUNT NUMBERS 51JI-000-154-0401 TOTAL S17E AREA 18,668 S.F. SEWER DISTRICT CITY OF EDMONDS WATER DISTRICT CITY OF EDMONDS SCHOOL DISTRICT EDMONDS SCHOOL DISTICT NO. 15 CON TEN TS SHEET 1 COVER SHEET 2 NOTES AND DETAILS SHEET 3 T.E.S.C.P. SHEET 4 SITE PLAN 4" :A FIL JA) A", A, co 0 CQ co m V- Z p b T--A c:) Lu CO Lo C\2 E .. E .. 4 Pr >--4 z W pq CD cz) cy-) I co cyl) C::) C\2 LO co C\2 SHEE T No. oil OF 4 SHTS. 59 SEE DETAIL BELOW C 111A NOTES.- 1. FULL DEPTH EXPANSION JOINT, 318- MINIMUM THICKNESS. 2. FULL DEPTH EXPANSION JOINT, 318" MINIMUM THICKNE IF KID TH OF DRI VEW4 Y 15 FEET OR GREA TER. 3. DRIVEWAY IS TO BE SUR:`ACE0 KlTH ASPHALT OR CON, 4. DRIVEWAY CEMENT CON RETE THICKNESS SHALL BE A OF 6" THICK AND PLACi:D ON COMPACTED GRADE 5. CONCRETE SHALL BE CL SS 3000. 6. CLEAN AND EDGE ALL JINTS. A PORTION OF SECTION 5, TOWNSHIP 27 NORTH, CEMENT CONCRETE RB AND GUTTER DROP CURB TRANSITION DETAIL SEE TEXT SEC77ONS 4-07, 6-10 CURB CUT DETAIL N. T. S. HOLES 6 PLACES ON 10-.318" BOLT CIRCLE FOR BOLTING TO WIEIR PLA TE. I LIFT HANDLE SHALL - BE ATTACHED PER PER MANUFACTURER RECOMMENDA 77ONS monkilr ROUND SOLID LOCKING LID �jm RANGE 4 EAST, ANDLE wILOCK PIN TADJUSTABLE LOCK HOOK wILOCK SCREW 1" ALUMINUM ROD VARIABLE LENGTH. LIFT HANDLE CLEANOUT / SHEAR GATE PLAN N.TS. > LIFT --------- HANDLE t> 99 SHEAR GA TE 12.- IE=428.00 A 12" 2' Min. L7 RESTRICTOR PLATE WITH 1.00"o SHARP EDGED, SHOP DRILLED ORIFICE. ADJUST FRAME AND GRATE SUCH THAT RESTRICTORI POLLUTION CONTROL DEVICE IS WSIBLE AT EDGE OF OPENING AND DIRECTLY OVER STEPS. RE=434± 3"XO.064" METAL PIPE SUPPORT ANCHORED TO CB WALL OVERFLOW EL=432.00 12" 2' Min. NOTE. ALL STEEL PARTS AND SURFACES MUST BE GALVANIZED 1> AND ASPHALT COATED (TREATMENT #1 OR BETTER). COMPLETE CORROSION PROTEC77ON MUST BE 2' Min. ASSURED. Ot> CB- Type 11-54" SECTION SCALE: 112" = l'-O" WILLAMETTE MERIDIAN, CITY OF EDMONDS, WA GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT CITY OF EDMONDS STANDARDS AND SPECIFICATIONS, WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 1997 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. ALL WORK WITHIN THE PLAT AND RIGHT-OF-WAY SHALL BE SUBJECT TO THE INSPECRON OF 77-IE CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE. 3. PRIOR TO ANY SITE WORK, THE CONTRACTOR SHALL CONTACT THE INSPECTOR FOR LAND DEVELOPWENT DIVISION AT (425) 771-0220 ext. 326 TO SCHEDULE A PRECONSTRUCTION CONFERENCE. FIELD CHANGES REQUIRING REDESIGN SHALL BE SUBMITTED AND APPROVED PRIOR TO CONSWUCTION. ENGINEERED AS-BUILTS SHALL BE REQUIRED PRIOR TO FINAL S17E APPROVAL. 4. SEDIMENT LADEN WATERS SHALL NOT ENTER THE NATURAL DRAINAGE SYSTEM. 5. TRENCH BACKFILL OF NEW UTILITIES AND STORM DRAINAGE FACILITIES SHALL BE COMPACTED TO 95% MAXIMUM DENSITY (MODIFIED PROCTOR) UNDER ROADWAYS AND 907o MAXIMUM DENSITY (MODIFIED PROCTOR) OFF ROADWAYS, AS SPECIFIED IN SECTION 2-03.3(14)C COMPACTING EARTH EMBANKMENTS METHOD B. 6. THE OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR LOCA77ON AND PROTECTING ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. LOCATION OF U77LITIES SHOWN ON CONSTRUCTION PLANS ARE BASED ON BEST RECORDS AVAILABLE AND ARE SUBJECT TO VARIATION. FOR AID IN UTILITY LOCATION CALL 1-800-424-5555. 7 THE CONTRACTOR SHALL NOTIFY DVE CONSULTANTS INC., AND CITY ENGENEER WHEN CONFLICTS BETWEEN THE PLANS AND FIELD CONDITIONS EXIST PRIOR TO CONSTRUCTION AND SAID CONFLICTS SHALL BE RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION. 8. THE CONTRACTOR SHALL KEEP TWO SETS OF APPROVED PLANS ON SITE AT ALL TIMES FOR RECORDING AS -BUILT INFORMATION, ONE SET SHALL BE SUBMITTED TO R.L. McDUFFY AND ASSOC. INC., AT COMPLETION OF CONSTRUCT70N AND PRIOR TO FINAL ACCEPTANCE OF WORK. 9. A GRADING PERMIT PER CHAPTER 33 UBC AND APPROVAL OF THE TEMPORARY TEMPORARY EROSION AND SEDIMENTAT70N CONTROL PLAN SHALL HAVE BEEN OBTAINED FROM HAVE BEEN CBTAINED FROM THE CITY ENGINEER FOR ANY ON SITE GRADING WHICH IS NOT EXPRESSLY EXEMPT BY ECDC. 10. LOT LINES SHOWN HEREON ARE APPROXIMATE, ACTUAL PLATTED DIMENSIONS ANDIOR DEEDED LOCAT70NS SHALL TAKE PRECEDENCE. 11. A COPY OF THESE APPROVED PLANS AND WSDOT 1997 STANDARD SPECIFICAT70NS AND SHALL BE ON THE JOB SITE WHENEVER WORK IS IN PROGRESS. STORM DRAINAGE NOTES 1. UNLESS OTHERWISE NOTED, ALL STORM SEWER PIPE SHALL BE SMOOTH WALLED STORM DRAIN (SWSD). SWSD SHALL BE REINFORCED CONCRETE PIPE (RCP). PIPE JOINTS AND FITTINGS SHALL CONFORM TO AASHTO M 294. COUPLINGS. SHALL BE INTEGRAL BELL AND SPIGOT OR DOUBLE BELL SEPARATE COUPLINGS. SPLIT COUPLINGS WILL NOT BE ALLOWED. CORRUGATED METAL PIPE (CMP) TO BE GALVANIZED STEEL WITH TREATMENT 1 ASPHALT COATING OR BETTER, OR CORRUGATED ALUMINUM PIPE, OR AASHTO A4274-70 ALUMINIZED STEEL. ALL PIPES SHALL HAVE RUBBER GASKETS. POLTTHYLENE WNYL CHLORIDE PIPE (PVC) SHALL CONFORM TO SDR35, ASTM D3034. HDPE NOT ALLONED IN AREAS OF VEHICLE TRAFFIC MINIMUM COVERAGE REQUIREMENTS FOR 12" PIPE IN TRAFFIC AREAS <1.5'REQUIRES RCP (REINFORCED CONCRETE PIPE) MINIMUM >1.5 REQUIRES 16 GAUGE CMP. 2. ALL PIPE SHALL BE PLACED ON STABLE EARTH, OR IF IN THE OPINION OF 77IE COUNTY INSPECTOR, THE EXISTING FOUNDA77ON IS UNSATISFACTORY, THEN IT SHALL BE EXCAVATED BELOW GRADE AND BACKFILLED WITH A GRAVEL MATERIAL TO SUPPORT THE PIPE. 3. THE 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 9", THOROUGHLY TAMPING EACH LAYER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. (REFER TO WSDOT STANDARD SPECIFICATION 7-04.3(3) AND STANDARD SPECIFICATION 2-03.2(14)C, METHOD B&C. 4. ALL GRATES (INLET AND CATCH BASIN) SHALL BE DEPRESSED 0.1 FEET BELOW PAVEMENT LEVEL. GRATE ELEVA77ONS SHOWN ON PLANS ARE PAVEMENT LEVEL. 5. ALL CATCH BASINS TO BE TYPE 1, UNLESS OTHERWISE NOTED. 6. ALL CATCH BASINS WITH A DEPTH OVER 5.0 FEET TO THE FLOW LINE SHALL BE A TYPE /I CB (MANHOLE). 7 ALL TYPE /I CATCH BASIN MANHOLES AND ALL INLET AND CATCH BASINS SHALL HAVE LOCKING LIDS. ROLLED GRATES ARE NOT APPROVED FOR OUTSIDE OF COUNTY RIGHT-OF-WAY OR FOR USE WITH TYPE // MANHOLE. 8. STANDARD LADDER STEPS SHALL BE PROVIDED IN ALL CATCH BASINSIMANHOLES EXCEEDING 5 FEET IN DEPTH. 9. CATCH BASIN FRAME AND GRATES SHALL BE OLYMPIC FOUNDRY MODEL SM60 LOCKING TYPE OR APPROVED EQUAL. TYPE // CATCH BASIN FRAME AND GRATES SHALL BE OLYMPIC FOUNDRY MODEL MHJO, MH26 OR APPROVED EQUAL. 10. ALL NON -PERFORATED METAL PIPE SHALL HAVE NEOPRENE GASKETS AT THE JOINTS. O-RING GASKETS MAY BE USED FOR TYPE F COUPLING BAND. 11. THE CULVERT ENDS SHALL BE BEVELED TO MATCH THE SIDE SLOPE. FIELD CUT OF CULVERT ENDS IS PERMITTED, WHEN APPROVED BY THE INSPECTOR. 13. ALL FIELD CUT CULVERT PIPE SHALL BE TREATED WITH TREATMENT AS SHOWN IN THE STANDARD SPECIFICATIONS OR GENERAL SPECIAL PROVISIONS. 14. BACKFILL AROUND PIPE MUST BE COMPACTED TO A SPECIFIED AASHTO T-99 DENSITY OF 90%. USE REASONABLE CARE IN HANDLING AND INSTALLATION. 15. CORRUGATED ALUMINUM PIPE AND COUPLING BANDS SHALL MEET THE REQUIREMENTS OF AASHTO M196 AND M197 16. PRIOR TO SIDEWALK CONSTRUCTION, CONSTRUCT THE LOT DRAINAGE AND STUB -OUTS AND OR BEHIND THE SIDEWALK DRAINS AS REQUIRED. STUB -OUTS SHALL BE MARKED MTH A 2" X 4" AND LABELED "STORM". LOCA77ONS OF THESE INSTALLATIONS SHALL BE PLACED ON THE AS -BUILT CONSTRUCTION PLANS AND SUBMITTED To THE CITY OF EDMONDS. 17 STORM WATER RETENTIONIDETENTION FACIL177ES STORM DRAINAGE PIPE AND CATCH BASINS SHALL BE FLUSHED AND CLEANED PRIOR TO CITY OF EDOMNDS ACCEPTANCE. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE, INLET, AND CATCH BASIN FRAMES AND GRATES JUST PRIOR TO POURING OF CURBS AND PAVING. 19. YARD BASINS WITH MULTIPLE CONNECTIONS SHALL EITHER HAVE MULTIPLE KNOCKOUTS OR BE CORE -DRILLED. BROKEN BASINS SHALL NOT BE ACCEPTED. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CITY OF EDMONDS APPROVED FOR CONSTRUCTION BY 10 Ir , C/ C51TY'rTFINGINEER DA Tt Lu co 0 CQ co co co co I CQ W �:_21 CD CD co co co CD -, CQ UD co CQ ,I- r,0 , , SHEE T No. OF 4 SHTS. A PORTION OF SECTION 5, TOWNSHIP 27 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, CITY OF EDMONDS, WA SEWER MANHOLE NO. 177 RIM=432.24' INVERT ELEV=423.67' --,32— /9// - — - 72; 7 7, IT-- V11 -- -- -- 176 TH S TREE T CONC� SEWER LINE OF EXPOSED SOIL it DIW` C4 'b SF SF lb 2 CA HARO.:.SURFACE.. ROAD �_ 15' -� ROCK CONSTRUCTION ENTRANCE \ EX.CONC. SIDEWALK I EX. CONC. MMY0 T 9,517 SF 9,041 SF I'LINE OF 6" FIRE TREES VIEW RIDGE no, 6 V. 3 7, P G, 2 9 FILTER FABRIC MATERIAL . SEWER MANHOLE NO. 178 RIM=430.72 INVERT ELEV=420.97 CITY OF EDMONDS DATUM — -7 w s SF SF INSTAL�LAY BALES lvr-uu,m:)Mrvf ULMINU HEAVY RAINFALL v, S s S LOT 2 9,151 SF GROS_�) S/ 8,6 75 SF (NET) WATER FAUCET VIEW RI V, 3 7, 10 APPLE INSTALL TEMP. GRAVEL ACCESS RD. SEE DETAIL THIS SHEET 2"BY2"BY 14" GA. WRE MESH ELEVA TION 5 WRE MESH SUPPORT FENCE FOR SILT FILM FABRICS ----\ FILTER FABRIC MATERIAL — BURY BOTTOM OF FILTER MATERIAL INH 8" BY 12" TRENCH 2" BY 2" WOOD POSTS,—,--*, STANDARD OR BETTER OR EQUIVALENT 8 " MIN. SEC77ON MAINTENANCE OF SILTATION BARRIERS 1. SILTATION BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED BARRIERS, END RUNS AND UNDERCUTTING BENEATH BARRIERS. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BARRIERS SHALL BE ACCOMPLISHED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE—HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE 13ARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXIS77NG GRADE, PREPARED AND SEEDED. SITE GRADING AND T.E.S.C. NOTES 1. NONCOMPLIANCE WITH THE EROSION CONTROL REQUIREMENTS, WATER QUALITY REQUIREMENTS AND CLEARING LIMITS VIOLATIONS MAY RESULT IN REVOCATION OF PROJECT PERMITS, PLAN APPROVAL AND BOND FORECLOSURES. PRIOR TO ANY S1 0 RUCTION TO INCLUDE CLEARW6 GING OR GRAD G I ' T Y� JT I L T ?'�Nl E S1 TEIL 0 T ARING Ll SHALL BE LOCATED F1 D I IFIED B Y E C L' v T SU V PR M ECT SU YOR AS REQUI L BY THESE.F,�Ns. THE PROJE SUR �; OR 'S' U a / NA E HONE NUMBER ARE R.L. UFF ASSOC. AT (206) 258-4 3. THE TEMPORARY EROSIONISEDIMENTATION CONTROL FACILITY SHALL BE CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY EROSIONISEDIMENTATION CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING IS COMPLETED AND POTENTIAL FOR ON—S/TE EROSION HAS PASSED. SEDIMENT LADEN WATERS SHALL NOT ENTER THE NATURAL DRAINAGE SYSTEM. 4. THE DEVELOPERIENGINEER IS RESPONSIBLE FOR THE WATER QUALITY AS DETERMINED BY THE MONITORING PROGRAM, ESTABLISHED BY THE ENGINEER. THE PROJECT ENGINEER'S NAME AND PHONE NUMBER ARE DVE CONSULTING (425) 348-3700 5. ALL SITE WORK MUST COMPLY TO CHAPTER 33 OF THE UNIFORM BUILDING CODE. (LATEST EDITION). 6. ALL EARTH WORK SHALL BE PERFORMED IN ACCORDANCE NTH CITY OF EDMONDS STANDARDS. 7 IF CUT AND FILL SLOPES EXCEED A MAXIMUM OF TWO FEET HORIZONTAL TO ONE FOOT VERTICAL, A ROCK OR CONCRETE RETAINING WALL MAY BE REQUIRED. ALL ROCK RETAINING WALLS GREATER THAN FOUR (4) FEET IN HEIGHT REQUIRE A SEPERATE BUILDING PERMIT. 8. STOCKPILES ARE TO BE LOCATED SUCH THAT SEDIMENT WILL NOT LEAVE SITE. TEMPORARY COVER (BMP's) SHALL CONSIST OF HYDROSEEDING, MULCHING, Of? COVERING DISTURBED AREAS AND STOCK PILES MTH PLASTIC SHEETING. 9. ALL SOILS EXPOSED BY LAND DISTURBING ACTIWTIES SHALL BE STABILIZED BY SUITABLE APPLICA77ON OF BEST MANAGEMENT PRACTICES (BMPs), INCLUDING BUT NOT LIMITED TO SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE (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). 10. ALL STRUCTURAL FILLS SHALL BE COMPACTED TO A MINIMUM OF 957o OF MAXIMUM DENSITY BY MODIFIED PROCTOR TEST. NG L�N D �SHA SEND STI L LLJHA T �GE I�ECHNICAL NS A R O�D E TE LTANT S_ S C 0 L P 1 CO L RESULTS T TY OF ED AID LL G I S TI � A VITIE WERE DONE U�ND I DIRECTION . 12. THE SURFACE OF ALL SLOPES SHALL BE COMPACTED. THIS MAY BE ACCOMPLISHED BY OVER —BUILDING THE SLOPES, THEN CUTTING BACK TO FINAL GRADES, OR BY RUNNING THE COMPACTOR OVER THE SLOPE AS EACH FILL LIFT IS BEING PLACED. ALL SLOPES SHALL BE COMPACTED BY THE END OF EACH WORKING DAY. 13. EARTH QUANTITIES (CUTS & rILLS) SHOWN ON PLANS ARE ESTIMATES ONLY AND ARE NOT ADJUSTED FOR EXPANSION OR COMPACTION. THE CONTRACTOR IS RES— PONSIBLE FOR VERIFICATION OF ACTUAL QUANT777ES AS REQUIRED. 14. AREAS TO RECEIVE FILL SHALL BE PREPARED BY REMOVING UNSUITABLE MATERIAL SUCH AS CONCRETE SLABS, 7REE STUMPS, BRUSH, AND TRASH. 15. FILL MA7ERIALS SHALL BE AS SPECIFIED IN GENERAL N07E 1., UNLESS SHOWN OTHERWISE ON PLANS. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL. THE GRAVEL SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. AGGREGATE: 4" TO 6" CRUSHED BALLAST ROCK. 3. ENTRANCE DIMENSIONS. THE AGGREGATE LAYER MUST BE AT LEAST 12 INCHES THICK. IT MUST EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT LEAST 50 FEET. 4. WASHING. IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICAL TIRES BY CONTACT WfTI-I THE GRAVEL, THEN THE TIRES BE CARRIED AWAY FROM ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. 5. MAINTENANCE. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH MLL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT—OF—WAYS. THIS MAY REQUIRE PERIODIC TOP DRESSING M774 2—INCH STONE, AS COND177ONS DEMAND, AND REPAIR ANDIOR CLEAN OUT ANY STRUCTURES USED TO TRAP SEDIMENT ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. PERMANENT COVER BMP (HYDROSEEDING GENERAL NOTES) 1. CONSTRUCTION ACCEPTANCE. WfLL BE SUBJECT TO A WELL ESTABLISHED GROUND COVER THAT FULFILLS THE REQUIREMENT OF THE APPROVED CONSTRUCTION PLANS 2. ALL DISTURBED AREAS SUCH AS DETENTION FACILITIES, ROADWAY BACK —SLOPES, ETC. SHALL BE SEEDED WITH A PERENNIAL GROUND COVER GRASS TO MINIMIZE EROSION. GRASS SEEDING WILL BE DONE USING AN APPROVED HYDROSEEDER OR AS OTHERMSE APPROVED BY CITY OF EDMONDS. 3. PREPARATION OF SURFACE. ALL AREAS TO BE SEEDED SHALL BE CULTIVATED TO THE SATISFACTION OF THE COUNTY INSPECTOR. THIS MAY BE ACCOMPLISHED BY DISCING, RAKING, HARROWING OR OTHER ACCEPTABLE MEANS. 4. IMMEDIATELY FOLLOWING FINISH GRADING, PERMANENT VEGETATION (CONSISTING OF RAPID, PERSISTENT AND LEGUME) WILL BE APPPLIED. (MINIMUM 80# PER ACRE). THIS IS TO INCLUDE THE FOLLOWING. 207. ANNUAL, PERENNIAL OR HYBRID RYE GRASS, 40% CREEPING RED FESCUE, 407o WHITE CLOVER. HYDROSEED REQUIRED. 5. FERTILIZER. SHALL BE APPLIED AT 400# PER ACRE OF 10-20-20 (10 lb. PER 1,100 SQUARE FEET) OR EQUIVALENT. CITY OF EDMONDS APPROVED FOR CONSTRUCTION 4 co c:) C\2 00 0') Z (D F-i c:) 0 Z 1 LU CO Lo C\2 F-1 cift I*-, CL >-4 cc cl) z LLJ w r, 1 c:) c) uj 0 lft� L'_ co 1 Q Lu t co C:) C\2 CYD LO C\2 CD It SHEE T No. N. T. S. SILT FENCE DETAIL N. T. S. BY a. CITY ENGINEER 'DJ -�F_ OF 4 SHTS. MAKE CONNEC71ON TO EX. C& C13 - 3 (TYPE /) ISTA -0+61.19 (13.61'RT) STA 0+62.79 (11'RT) RIM =428.82 RIM =432.23 EX. PP EX. MAILBOXES INV=425. 10 INV=42Z70 TO BE RELOCTAED TO BE RELOCTAE5 T SEWER MANHOLE NO. 177 SEWER MANHOLE NO. 178 RIM=432.24' RIM=430.72 INVERT ELEV=423.67' -0- TELE RISER INVERT ELEV=420.97 ELE R(SER EL0_ ICITY OF EDMONDS DATUM -0- CD 176TH ST EET S. W COJ SEWER LINE 8" QbNC. SE L-1 s Jzi Q) . . . . . . TEL SE DIW F.. 2 01 3ER_ 40 J, I T:A:PlEf�? t 2 L' CN ?Ilffi 4 3. TAPER s- j V 4M 7STOP SIGN AHEAD- SlqN�l -c� 11 .30JF 12 i6.� 'a. I . Odx T TEMP. 0111 EX. WA TER SEP-WCE,,-' CL7RUt 11 TO BE RELOCATERm, Ac Imp, CONS��U,CT MJP 13-APPLEW A PHALT R� ASPHAL'T RAMP. VNSTA�L \SER SA NI TA RRRR,,,, Y WER W INSTALL NEW DOMES� \EXCONC. SIDEW4 IIIIII SERWCE AND TER YARD DRAIN�T)P)- 5 -36t SD,@ 0.50Z 4.' DE PIP. _- --------- 25' B. S. B. L. ----------- �)c --------- 2 CONTROL STRU 12 CB - 2 48" J YARD DRAIN(TYP) STA 0+36 cl) C) RIM =43J.80 LOT 2 ca INV=428.00 9,151 SF (GROSS) ca 0 8,6 75 SF (NET)\ 10 -1 LT�LE 1/ 48") Wo TAI 0+9 2 EX. CON C. SID LK IM S R =435�II14 VIEW RIDGE 1,0, IN 428.22� V, 7, F a 29 C6 i c6 9,517 SF OSS) LO 5' ESM T \ACCESS 9,041 SF FOR LOT I 48" CEDAR 5' ESWT AC FOR LOT 2 �0- APPLE L --------------------- ----------- i ---------- B. S. B. L -------------------- mv LINE OF 6" FIRE TREES N_ VIEW RID-G-E 1\10, 6 5 V. 37, Pa 29 440 430 PV1 STA = 0+15.85 PV1 ELEV = 432.00 A.D. -2.94 K 17 02 50. 00' vc 00 HIGH POINT ELEV = 432.6J HIGH POINT STA = 0+71.26 PVI STA 1+10 PV1 ELEV 43J.20 A.D. = -11.J2 K = 8.84 i uu. uu vu U) to 0) ca cri LLJ Lu PROPOSED GRADE EXI� TING GRADE cl) -EX. CB STA -0+61.19 RIM = 428.82 INV = 425. 10 2.08% LL 12,p SD -11,11,1111,��l�'ll""��.-�ilillill"��ll,----I C8 - 3 (TYPE 125 STA 0+62.79 RIM = 4J2.23 INV = 427.70 DATUY ELEV 425.00 N N Q) 0) N 04 _1+00 0+00 176TH STREET SW ROAD PROFILE SCALE: 1"--20' HOR., 1"--2' VERT. _1+00 I 00 cc Mo.- 440 43C DATUM ELEV 420.00 PV1 STA = 0+65 PV1 ELEV = 435.06 A.D. - 4.08 K 6. 13 C) 25. 00' VC Ld Q) Lr) t< N + (f) Oi Lr) Q- Q_ LLI Lij c, LO ca �cq EXISTING GRAD A .26Z PROPOSED GRAD CL 100 YR WSE 10 YR WSE 4.' 2 YR WSE 4.21 LF 48" SD @ 0. 507. 55 30 LF 12" SD DETENTION PIPE @ 1. 0070 CB - 3 CB - 1 (TYPE //, 482J STA 0+11 RIM = 432.23 STA 0+96 INV= 427 70 RIM = 435.14 -----IN V----428.-75- CB - 2 (TYPE 54') �TA 0+36 ?1M = 433.80 N V = 428. 00 LO LO n -i LO to W SIDEWALK 1+00 ACCESS ROAD PROFILE SCALE. 1"--20' HOR., 1"=2' VERT 30' 2( 5.5' 12' 7'-+ - . NEW 5± EX. 2% ASPHALT ASPHAL --\ - 2% 20' ' EX. ASPHALT 2" COMP. DEPTH CL. "B" ASPH. CONC. J" COMP. DEPTH ATB 6" COMP. DEPTH GRAVEL BORROW 176TH STREET SW, FRONTAGE SECTION C-C N. T. S. NOTE: PAYMENT IN LIEW OF FRONTAGE CONSTRUCTION AU774ORIZED ON 9113199 32.02 0=0 - 9.27 CITY OF EDMONDS APPROVED FOR CONSTRUCTION B Y p q (/wAm '7130iff It ENGINEER DA rE Z co N CD C\2 00 (n Z E .. i c:) 0 1 Z LQ CO co 1 LO C\2 E-I c:) rl- co 00 co C) C\2 co C\2 cc 7 SHEE T No. 4 OF 4 SHTS.