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22315 95TH PL W.PDFiiiiii iiiiii 9302 22315 95TH PL W ADDRESS: ;�?o 31 5 :57 -T2 TAX ACCOUNTIPARCEL NUMBER: BUILDING PERMIT (NEW STRUCTURE): azcv-7 — 045M COVENANTS (RECORDED) CRITICAL AR-EAS:--,� doces - 0// 1 DETERMINATION: E] Conditional Waiver n Study Required /*aiver DISCRETIONARY PERMIT #'S: DRAI NAGE PLAN DATED: -7 J a15 10-7 PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE LID #: SHORT PLAT FILE:— (5 LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S).#: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: WATER METER TAP CARD DATED: OTHER: LATEMP\DS'Ps\Fomis\Street File ChecklisLdoc � 91 of EDAf Q //)C. 9/4/2007 0 0 CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS,WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED --.Pennit#:. LD20070528, F7T 4 Expiration Date: 9/4/2008 Proi6d A ress,: Parcel No: 00544200201200 i PROPERTYONNINER APPLICANT CONTRACTOR JOHN UBERUAGA JOHN UBERUAGA WEST COAST BUILDERS 22311 95TH PL W 22311 95TH PIL W 13631 65TH PL W EDMONDS, WA 98020-4521 EDMONDS, WA 98020-4521 SNOHOMISH, WA 9802 206-349-8217 206-349-8217 LICENSE 4: WESTCCB95 ICD EXP:2/4/2009 JOB DESCRIPTION SFR VALUATION: $326,320 PERMIT TYPE: Residential PERMIT GROUP: 64 - Single Family Residence New GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: VB RETAINING WALL ROCKERY: N OCCUPANT GROUP: R3 OCCUPANT LOAD - FENCE: N ( 0 X 0 FT.) CODE: 2003 OTHER: N ------- OTHER DESC: ONE: RS-8 INUMBER OF STORIES: 2 VESTED DATE: INUMBER OF DWELLING UNITS: I E'XISTING ARL% 1BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0 PROPOSEID ARE,% BASEMENT: 0 ST FLOOR, 1515 2ND FLOOR: 1603 13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER� 0 13RD -1 FLOOR: 0 GARAGE: 0 DECK: 50 OTHER: 0 FRONT S ETBACK SIDESETBACK REARSETBACK REQUIRED: 7.5 PROPOSED: 7.5 �REQUIRED: 7.5 PROPOSED: 21.6 �_QU�IRED: 7.5 PROPOSED: 14.8 HEIGHT ALLOWED:25 PROPOSED:25 IREQUIRED: 7.5 PROPOSED: 7.5 SETBACK NOTES: S-2006-41 I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOINGTHE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATINGTO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27, HISAPPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS(HER DEPUTY AND ALL FEE$ARE PAID. Z,,� e__ 7 ' A - � "Wl( 911 111'f ;� 7 Signature Pr&arne Date Releaied by [Site ATTENTION IT IS UNLAWFUL To USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCI 10/ IRCI 10. ARCHIVE APPLICANT ASSESSOR XOTHER J, 0 0 STATUS: ISSUED BLD20070528 • Lot fine stakes must be -in place at the time of foundation/setback inspection. • All new, extended,re-built or relocated electrical utility and/or services hall be placed underground. • Approval of this foundation design is conditionals ubject to inspection of existing site soil conditions. Retaining Walls must be designed and constructed to res is t the lateral pressure of the retained material. Prov is ions must be made for the contro I and drainage of surface water around buildings. • Installer shall provide the manufacturees installation, operating instructions, and a whole house ventilation system operation description. A label shall be affixed to the whole house tinier control that reads "Whole House Ventilation" (see operating instructions). • Maximum Height 25 feet. Measured from average elevation of undisturbed soil at comers of extended building rectangle. Subject to field check by building department. • Hose Bibbs (exterior faucets) are required to have a penmnently affixed anti-s iphon device installed. • In addition to the required pressure/relief valve, an approved fisted expansion tank shall be installed on all hot water tanks. Per UPC 608. • Type B or L vent connectors required on fuel-buming appliances passing through unheated spaces. Per IMC 803.2 • Obtain Electrical Permit from State Department of Labor & Industries. 425-290-1309 • Pursuant to UPC 605.2 a water service shutoff shall be installed on the water line as it enters the building. • City approved plastic piping may be used in water service piping provided that where metal water service piping is used for electrical grounding purposes, replacement piping shall be of like materials (UPC 604.8). A state electrical pennit and inspection is required if electrical grounding is aftered, removed, improved, or added. Contact State Dept. of Labor & Industries Electrical Division at 425-290-1309. • Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. - • Pursuant to UPC 608 a pressure regulator valve (PRV) shall be installed near the water shutoff. • Sound[Noise originating fromternporary construction sites as a result ofconstruction activity are exempt fromthe noise limits of ECC Chapter 5.30 only during the hours of 7:00amto 6:00pmon weekdays and 10:00amand 6:00pmon Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activites must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120, THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES. ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) I PUBUC WORKS (425) 771-0235 1 PRETREATMENT (425) 72-5755 1 RECYCLING (425) 27 4801 1 When calling for an inspection please leave the folloAing information: Permit Number, Job Site Address, Type of Inspection being reauested. Contact Name and Phone Number. Date Prefereed. and vvhether vou Prefer mornim! or afternoon. • EErosion Control/Mobilization • E-StorniTightfine • E-Infiltration System • E-Footing Drain Connection • EWater Service Line • E-Engineering Final • B-Setbacks • B-Footings • B-Foundation Wall B-Isolated Footings/Piers B-Retaining Wall • B-Slab Insulation • B-Plumb Ground Work • B-First Floor. Framing • B-Plumb Rough In • B-Gas Test/Pipe • B-Equipment-Mech • B-FAefior Sheathing • B-ShearNailing • B-Height Verification • B-Fmming B-Wall Insulation/Caulk B-Floor Insulation/Caulk B-Ceiling Insulation/Caulk B-Sheetrock Nail B-Building Final STRE& Flk�,NNING DATA 0 SINGLE FAMILY RESIDENTIAL 11 STREETF�I�] Name: Date: /FP/00 77 Site Address: P1 W 4' r Plan Check #: Project Description: j, eW SF;z— Reduced Site Plan Provided NO) Zoning: Map Page: Corner Lot: (YES Flag Lot:�ONO) Critical Areas Determination#: 7EO05�—Jn El Study Required Wwaiver SERA DZtermination: XExempt 16 El Needed (for o\&f 500 cubic yards of grading) 0 Fee El Checklist El APO List with notarized form ks -7, 5r Side: Side: *7 Real. 7v"--A . Actual Setbacks F_i95-J- Jstwerl* Side: Side: 75 Detached Structures: TRL Rockeries: 5;-7h7;17 El Fencesffse]Use&;__� ay Windows/Proi-ecting-14odu �tion. ;Ihd -flaor 19edewA-�i ��s ww -7^A -t /w Stairs/Deck: �"* —� ie- PWVoyJ1:q Height DaturPA'net. SUI I PI powe-y- P�P e- e-pin�&Z 10' es , 'r ,�,,�Jqatum Elevation: 3-79. Maximum Height Allowed: 12 1 Actual Height: Other Parking Required: Parking Provided: Lot Area: 100064 Maximum Lot Coverage: 35% Proposed: 3,�q. Lot Coverage Calculations: he. *4?r)M+ g-�-q 4 _t 540 ADU Created: (YES /ro)) Subdivision: --S -210& —41 Legal Nonconforming Land Use Determination Issued: (YES Comnie-nts Plan Review By: /Z/57� . 61 Planning Data Form G4-11-06.doc _-j L171 k�j I _j to <. 0 co cr, 0) 0 -F) 0 6 c� L —ROADWAY CC, 'D 00 PAINTED CO RIGHT-OF-WAY '71ON OF: NE1/4, SE1/4, SECTION 25 , T. 27 N., R. 3 E., W.M. Ek ROCKERY S' 88'57'27" F (P) 'S 88"17" E 184.48', - -H b 185.21'(P) in LU EX 5' WOOD FENCE . .... .... .. EX.1,"ASPHALT ------ --a" F.F. 308'50 00 0 . ... ......... - -- ---- . .. ..... ... WALL-. u) 'OR. OF RR TIE N _g 0- N j- TA LWL�SIT-ATE p v w 5� L INSTALL 90 LF FILTER gn- FABRIC FENCE ALONG NORTH AND EAST PROPERTY LINES Ld DECK Ld LZI TBR - ----- Go Qi w� WWLI PROPOSED JH V va 0, EB --368 DMNAM 1E X. 'SA SEWEF : .. SEE SHT. C2.0 1 03 J4 IP 7: Clq� , L-O. 8' 19" E INSTALL 47 6 S 88'5-1"27" E ('pl), (-h BENCHMARK LF ASPHALT WEDGE CURB 'V SPIKE IN W. FACE EX. 6' WOOL) FENCE—/ --ki—F-Pt)WER PF5 f -E:--JANDSCAPE EL. 378.64 LPROPOSED 15' ACCESS & UTILIT-f TIMBER WALL E ASEMENT TO SERVE LOT 2 (0.5' TO .3.5' HIGH) BLEND NEW ASPHALT TO MATCH PROPOSED ASPHALT ACCESS DRIVEWAY. EXISTING HOUSE EX. GRAPHIC SCALE 10 0 5 10 20 IN IFUT I inch = 10 (-4. LEGEND EXISIING PROPOSED WATER VALVE HY APRANT WA M &IIETT MANH , /SC) f 00 00 Ca 0 POWEUC0.11.UTY POLE -o- GUY f POWER TRANSFORMER 91 POWER/TELEPHONE VAULT E)m [DID TELEPHONE/TV RISER a GAS VALVE STREET LIGHT SPOT ELEVATION SIGN MAILBOX ROD(ERY cx:CX3 CAMOR CONFER TREE DECDUOUS TREE FOUND CASED MONUMENT 49 SET 5/8- IRON RE13AR W/ YELLOW PLASTIC CAP STAMPED L:S. III UNLESS OTHERVASE STATED. SET PK & WASHER STAMPED L-S. IK STE BENCH MARK UNLESS OTHERWISE NOTED CENTER LINES PROPERTY UNES RIGHT-OF-WAY LINES DITCH UNES/ FLOW WATER LINE SANITARY SEWER UNE —ss= STORM DRAIN LINE GAS LINE —SD— —c— —c— UNDERGROUND POWER LINES UNDERGROUND TELEPHONE LINES _G CHAIN UNK FENCE —a— — SILT FENCE =a WOOD FENCE VERTICAL CURB ASPHALT WEDGE PERFORATED DRAIN PIPE APPUCANT* JOHN USERUAGA 13631 65TH PLACE WEST EDMONDS. WA 98026 (206) 349-8217 STORM PIPE SCHEDULE BASIS OF 8EARINQ3 CENTERLINE OF 95TH PLACE W. PER THE PLAT PVC. OF PINE,ACFNES (VOL 13. P.63) ASTIA D-3034 SDR 35. GASKET JOINT - ALL SIZES. EEDDING a -ASS B. TYPE I OR it. MINIMUM COVER - 2- LE43AL DESCRIPTION NOTE: TYPE OF MATERIALS USED SHALL BE AS INDICATED ON THE LOT It BLOCK Z PINE ACRES. ACCORDING TO THE PLAT CONSTRUCTION DOCUMENTS. THEREOF RECORDED IN VOLUME 13 OF PLATS. PACE 63, RECORDS OF SNOHOMISH COUNTY. WASHINGTON. Call PROJECT NOTESO LOT 13. BLOCK Z PINE ACRES. ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 13 OF PLATS. PAM a RECORDS OF before you CONTRACTOR SNOHOMISH COUNTY. WASHINGTON.- SITUATE IN THE COUNTY OF SNOHOMISH. STATE OF WASHINGTON. Dig. 1. SHALL HAVE THE MOST RECENT CITY.OF EDMONDS CONSTRUCTION STANDARDS ON -SITE AT ALL TIMES. SUBJECT TO EASEMENTS. RESTRICTIONS AND RESERVATIONS' 1-800-424-5555 u-nuTy CoNFucT NOTE: 2. SEE SHT. CIA FOR CITY OF EDMONDS STORM DRPWAGE NOTES. OF RECORD. 3. PERIMETER DRAINS AND ROW DRAINS SHALL BE .34PARATE SYSTEMS AND UNDUMOMM SERVICE (USA) CAUTION: NOT HE CONNECTED TOGETHER. 13ENCH MMK c.. L THE CONTRACTOR SHALL BE rgjr�� AND OEM OF ALL EXISTING POTHOLING THE 4. CONNECT FOCITINC DRAINS TO CB #I PROJECT BENCH MARK; - SPIKE IN WEST FACE OF POWER POLE LOCATED APPROX. T COUNTER UTILITIES AND SLIRVEVING THE NORODONTAL AND VERTICAL LOC&TION PRIOR TO CONSTRUCTION. *n SHALL INCLEJOE CALLING UTILITY LOCAM 0 Ir WEST OF THE S0U1HWEST PROPERTY CORNER. FERMI I-aw-04-SW AM THEN POTHOUNG ALL OF THE EXISTING 11111111ES AT LOCARONS OF NEW UTUTY CROSSINGS TO PHYSICALLY 10MY WlE7HER OR NOT CMVUC73 EXIST IF CONFLICTS SHIXW 00MAR. THE CONTRACTOR SHALL COMSAT THE 04ONM TO RESOLVE ALL PROBLEMS PRIM TO PROCEEDING WIN ELEVATION : 378.64 CONSTRUCTION. DATUM, 1929 OUGMED E"gincmg Planning Surmying P. nhaUegan Aesoclates Consufflng EngIneers, Inc. JOHN USERUAGA WIRENCE 9MMIN FIELD Boor, XX_x DATE APRIL 2006 -UBERUAGA SHORT SUBDIVISION JOB MAW 05449.00 MAW JJS m � s— s— I 13631 65th PLACE WEST so. CPU FILE M NO. P05449$&dq Gum PCL _L —DATME I M (4=) 4127-Ml. F�- (4115) 1127-W� 113ittInd . SHM ! EDMONDS, WA 98026 SCALE I'-10' TESC & GRADING PLAN wr C1.0 4 Sw - REVMM I BY AIM OF i) 220th STREET S.W. EX. CONCRETE MONUMENT WITH 3 ,8� BRASS PIN IN CASING VISITED 1-4-96 ZONING RS-8 00�20020ltOo 'ARM W- NIEBRUEGGE S 88-57-27- E (P) t85.21'(P) S 88-5717- E 134.98' 96.OT -F - - - - CONC. j 15' 7.5' 2 c. .49 Sf- B.Goo sx. 2 EXISTING r EX BE -15 ACCESS UTILITY EASEMENT To 'BE FDEC)�W`D`---'� 7 PRO=.D FDR LD IT2,A.ST PART OF A To THE SOUTH (S-05-125) TE�gEB 96.18' Ppo- 'PROPOSED 15' ACCESS ik UTILITY S 88-57'1?- EASEMENT TO SERVE LOT s 88-57'27 E 185,09' E (P) 185.34.(P) EX. FIRE HYDRANT 224th STREET S.W. EX. CONCRETE MONUMENT W/BRASS CAP WITH c IN CASING (2-15-061 PROPOSED SHORT PLAT (S-05-125) 2 oo5-20Q2 300 JOHN � JDANNA UBERUAGA ZONING RS-8 j—, OD5"3000OD401 DEAN * VICKIE O.AtT ZONING : RS-8 00544 so, CHRISTOPHER J. ERMC SCALE 1"=20* 10 0 30 0 20 BASIS OF BEARINGS CE TERUME OF 95M PLACE W. PER UIE PLAT N`Lf OF ME ACRES (VOL. 13. P.63) BENCH MARK, MARK :�E IN WEST 'ACE OF POWER POLE LOCATED APPROX, IF WEST OF ME SOUTHWEST PROPERTY CORNER. ELEVATION : 378,64 DATUM: 1929 NOTE ME LOCATION OF UNDERGROUND UTIUMES SHOWN MEREO. ARE APPR XIMATE ONLY AND DO M07 REFLECT ME LOCATION OF ALL UTILITIES ON OR IN ME VICINITY OF THE SUBXCT PROPERTY. ME OWNER SHOULD CONTACT ALL UTILITY PURVEYORS IN THE AREA TO ASCERTAIN THE LOCATION AND 0FPM OF ALL UTILITIES A NR 1 12 2 G 0 6 PERMIT COUNTER ;T. VICINITY MAP DEVELOPER CONTACT: JOHN UBIERUAGA WEST COAST BULDERS. INC, 13631 65M PLACE W. EDMONDS. WA- 98026 PH: 206-349-8217 ENGINEER /SURVEYOR CONTACT: JEFFREY TREIBER LOVELL-SAUERLAND & ASSOCIATES. INC 19400-33RD AVENUE W. SUITE 200 I— . -- 98036 PH.: 425-775-1591 FAX: 425-672-7998 PROPURTY DATA ZONING RS-8 (NO CHANCE) ADDRESS 22311 95TH PLACE W. EDMONDS. WA. 98026 AREA 16.649 S.F. OR O.W AC. TAX, A (;'T. NUMBER 00�200201200 SANITARY SEWER AND WATER OLYMPIC VIEW WATER DISTRICT ELECTRICITY P.U.D. NO. I OF SNOHOMISH COUNTY TELEPHONE VCRIZON POLICE PROTECTION 0TY OF EDMONDS FIRE PROTECTION CITY OF EDMONDS PUBLIC SCHOOLS EDMONDS SCHOOL DISTRICT NO� 15 LEGAL DESCRIPTION LOT 12. BLOCK 2. RUE ACRES. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS. PACE 63. RECORDS OF SNOHOMISH COUNTY. WASHINGTON. SUBJECT TO EASEMENTS. RESTRICTIONS AND RESERVATIONS OF RECORD PRELIMINARY SHORT PLAT FOR WEST COAST BUILDERS, INC. IN NEl/4.SEl/4 OF SECTION 25,T.27N.,R.3 E-W.M. CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON ILovell-Sauerlan Digineers/S�ycrs/Pli 19400 33rd Avenue W.. Suite 2DO Lynnwood. VA 9=6 U" Tomcmo FDATE UM I IT' 1 2-15-06 -B1 7. STREET FILE oqd,315 - f5Ah A w Z1006 - Oov/ W Y 4, DEPARTMENT OF BUILDINGS PER INTERNATIONAL RESIDENTIAL CODE SECTION R110 AT: 2231595 1h Place West Occupancy established by this certificate: R3 No. Stories: Basement: N/A Building Permit #: Dwelling Units: 2007-0528 Type of Construction: VB Owner of building: John Uberua_qa The Single Family Residence at 22315 951h Place West ha s been inspected and approved complying with the requirements of the 2003 edition of the International Residential Code as adopted by the City for the group and division of occupancy and the use for which the proposed occupancy is classified. Issued this 13 th day of August, 2008 Chief Building Official By: 'NEE, Any change of occupancy or use requires a building permit and a new Certificate of Occupancy issued by the City of Edmonds Building Official. FIELD INFILTRATION TESTSTREET FILE AND INFILTRATION SIZING CALCULATIONS Uberuaga Short Subdivision LOT 2 Prepared July 22, 2007 Prepared for: John Uberuaga 13631 65'h Place West Edmonds, WA 98026 Prepared By: West Coast Builders Engineers 11238 NE 91't Street Kirkland, WA 98033 Project No. 05449.01 RESUB JUL 25 2007 BUILDING DEPARTMENT CITY OF EDMONDS A /24/Q LELPILF-S: 0� Infiltration Test completed on March 25th, 2006 Precipitaion had fallen in the previous two days of test. DEPTH (IN.) INTERVAL TEST HOLE TEST HOLE TEST HOLE (M I N.) 1 2 3 0 9 8 11 10 8 7 4.5 20 6.5 6.5 1.5 30 5 5 - 40 4.5 4.25 50 3.75 3.5 60 3 2.5 PERCOLATION RATE (MOWN64): 13 10 3 AVE. RATE:' 12 MINJINCH Notes: 1) Pipes were filled 12 inches and left to saok completely priorto percolation test. 2) Time interval taken was 10 minutes. 3) The last time interval depth was used for the percoaltion rate. 4) Test hole 3 was assumed to be erronious for the final infiltration rate calculation. ;r I KC HYD Calculations July 22, 2007 ---------------------------------------------------------------------- S.C.S. TYPE-1A DISTRIBUTION 100-YEAR 24-HOUR STORM **** 3.00" TOTAL PRECIP. ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 0 0 0.091 98 5 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .1 .0 .0 .1 98.0 5.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .07 7.67 914 ENTER [d:](path]fi1enamej.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 100yd SUMMARY OF INPUT ITEMS 1) TYPE OF FACILITY: INFILTRATION TANK 2) TANK DIAMETER(ft), STORAGE DEPTH(ft): 3.00, 3.00 3) VERTICAL PERMEABILITY(min/in): 12.00 4) PRIMARY DESIGN HYDROGRAPH FILENAME: 100YD 5) PRIMARY RELEASE RATE(cfs): .00 6) NUMBER OF TEST HYDROGRAPHS: 0 7) NUMBER -OF -ORIFICES, RISER-HEAD(ft), RISER-DIAM(in): 0, 3.00, 6 8) ITERATION DISPLAY: NO STRUCTURE DATA: R/D TANK (FLAT GRADE) RISER -HEAD TANK-DIAM STOR-DEPTH TANK -LENGTH STORAGE -VOLUME . 3.00 FT 3.00 FT 3.00 FT 34.7 FT 244 CU-FT Infiltration Trench Calculations July 22, 2007 Total storage of 244 cubic feet (cf) is required. 36" CMP pipe will be used. *Assume voids in rock (30%) and volume in Type 11 catch basin can be included Type 11 catch basin volume = 3.5 ft * (71 * 2.25 ^ 2) = 68.7 cf 244 cf — 68.7 cf = 175.3 cf Voids in rock volume = (16 sf — (71 * 1.5 11 2) ) * 0.30 = 2.68 cf per ft length of pipe Equation for length of 36" pipe: 175.3 = 2.68 * L + L * (n * 1.5 ^ 2) 175.3 / L = 2.68 + Or * 1.5 A 2) = 9.75 L = 175.3 / 9.75 = 18 linear feet 36" pipe it, c. is()" CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 Website- www ci edmonds wa.us DEVELOPMENT SERVICES DEPARTMENT Planning - Building - E�gineering August 22, 2006 MEMO TO: Edmonds School District Verizon Northwest SNOCOM Police and Fire Dispatch SNOPAC Snohomish County E911 U.S. Post Office Snohomish County Assessor's Office Snohomish County Information Services Snohomish County P-U.D. Puget Sound Energy Edmonds Fire Department Edmonds Police Department Edmonds Utility Billing Edmonds Public Works Edmonds Building/Street File Edmonds Address Files Lynnwood Disposal Comcast Cable Waste Management Northwest GARY HAAKENSON MAYOR Please be advised that the attached address has been added to the Edmonds address system: zz-3u 22315 951h PI W (Lot 2) Previously one parcel addressed 2a4A 95th PI W. Lot 1 will remain 95th PI W with existing home. Occupancy: R3 Tax ID Number: (for short plat): 00544200201200 Subdivision: S-06-41 Lots #: 1 & 2 If you have any questions regarding this letter, please contact me at 425-771-0220 or Zulauf@ci.edmonds.wa.us. Please contact me if you wish to be removed from this list. Respectfully, JoAnne Zulauf Permit Coordinator Edmonds Building Department L\Temp\DST's\Master Letters\New Address8/22/2006 Incorporated August 11, 1890 Sister Citv - Hekinan. Jai)an P� e- LOT INFORMATION I OT ARFA 8000 S.F. LOT SLOPE 7.70% AVE. SLOPE CUT/FILL CALCS. CUT TOTAL = 96 YDS CUT NO FILL REQUIRED BLDG. HEIGHT CALCS. A = 368.00' B = .368.00' C = 365.50' D = 367.50 AVE. GRADE = 367.25' 113 HT. 392.25' A2 LOT COVERAGE CALCULATIONS. LOT AREA 8000 S.F. BLDG. FOOTPRINT HOUSE 2394sf COVERED PORCH 56sf UNCOVERED PATIO 14sf __U TOTAL 2464sf I Ln % LOT COVERAGE 2464sf =30.8% < 35% M CALCULATION 8000sf IMPERVIOUS SURFACE CALCULATION LOT AREA 8000 S.F. HOUSE ROOF OUTLINE 2895sf CONC. DRIVEWAY 1090sf UNCOVERED PATIO 14sf TOTAL 3999sf % IMP. SURFACE 3999sf =49.98% CALCULATION 8000sf LLJ 00 x -C:DLL-] CD 00 CD E X. S A N../ SIE WE R 3:,, _7 \\ : -1,0. co 0 0-) CD 00 0,� GENERAL NOTES THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL SHORING, BARRICADING, AND BRACING NECESSARY THE GENERAL CONTRACTOR SHALL N01IFY ARCHITECT FOR ANY CLARIFICATIONS, TO ENSURE THE STRUCTURAL STABILITY OF THE BUILDING, AND THE HEALTH AND SAFETY DISCREPANCIES OR CONFLICTS FROM ISSUED PLANS PRIOR TO OF ALL WHO ENTER THE BUILDING DURING CONSTRUCTION. PERFORMING ANY WORK. ALL WORK SHALL COMPLY WITH THE LATEST ADOPTED EDITIONS OF ALL APPLICABLE COMPLETE SHOP DRAWINGS, EQUIPMENT SUBMITTALS AND SAMPLES SHALL BE PROVIDED BUILDING CODES, THE AMERICIANS WITH DISABILITIES ACT (ADA), AND ALL OTHER NATIONAL, TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION, AND/OR ORDERING OF ANY STATE, OR LOCAL CODES AND ORDINANACES. EQUIPMENT, FIXTURES, MATERIALS, ASSEMBLIES, ETC. - THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND VERIFY ALL WORK AND MATERIALS, ALL SHOP DRAWINGS, EQUIPMENT SUBMITTALS AND SAMPLES SHALL BE SUBMITTED TO THE GENERAL CONTRACTOR FOR REVIEW AND APPROVAL AND FORWARDED TO THE INCLUDING THE WORK AND MATERIALS FURNISHED BY ALL SUBCONTRACTORS. ALL CONTRACTORS SHALL MAINTAIN VAUD CERTIFICATES OF WORKMAN'S COMPENSATION ARCHITECT FOR REVIEW. NO DOCUMENTS OR SAMPLES SHALL BE SUBMITTED DIRECTLY ON FILE NTH THE APPROPRIATE AGENCIES. TO THE ARCHITECT, OR TO THE ARCHITECTS CONSULTANTS. CONTRACTOR SHALL PROVIDE TEMPORARY TELEPHONE, AND FAX SUBMIT ALL SHOP DRAWINGS IN A REPRODUCABLE FORMAT. BLUELINES OR BLACKUNES MACHINE. WATER, POWER, AND TOILET FACILITIES FOR THE PROJECT SITE ARE NOT ACCEPTABLE. WHEN SUBMITTALS INCLUDE MANUFACTURER'S DATA, MATERIAL THE CONTRACTOR SHALL COORDINATE LOCATIONS WITH ALL APPROPRIATE AGENCIES. LIST, OR SAMPLES, SUBMIT A MINIMUM OF THREE COPIES FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL MAINTAIN CURRENT COPIES OF THE CITY APPROVED PLANS. THE ARCHITECT WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH REFLECT THE INFORMATION CONTAINED IN THE CITY APPROVED PLANS AND PERMITS.. DESIGN INTENT OF THE PROJECT ONLY. THE CONTRACTOR SHAH MAINTAIN, IN A REPRODUCEABLE FORMAT AND IN GOOD 11. S TH E CONTRACTOR SHAH NOT CUT STRUCTURAL MEMBERS FOR THE PURPOSE OF CONDITION. ONE SET OF AS —BUILT DRAWINGS IDENTIFYING ALL ADDENDA, REVISIONS, AND CHANGE ORDERS. THE AS —BUILT DRAWINGS SHALL BE KEPT CURRENT UNDER THE ROUTING PIPES, VENTS, DUCTS, ETC., UNLESS SPECIFICALLY DETAILED OR SPECIFIED. CARE OF THE JOB SUPERINTENDENT. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL SLEEVES AND ACCESSORIES THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR SECURITY OF THE PROJECT WITH THE MECHANICAL, ELECTRICAL, STRUCTURAL AND KITCHEN DRAWINGS, AND SHALL SITE UNTIL COMPLETION OF THE PROJECT. DOCUMENT THE COORDINATION IN THE AS —BUILT DRAWINGS. . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL OCCUPANTS AND ALL FINISH MATERIAL TRANSITIONS ARE TO OCCUR AT INSIDE CORNERS UNLESS NOTED WORKERS ON THE PROJECT SITE AT ALL TIMES. OTHERWISE. THE CONTRACTOR SHALL KEEP THE PROJECT SITE ORDERLY, CLEAR OF AU DEBRIS, AND THE CONTRACTOR SHALL PROVIDE SOLID BACKING REQUIRED FOR MOUNTING OF ALL IN A BROOM —CLEAN CONDITION AT ALL TIMES. WALL, CEILING AND PARTITION MOUNTED ITEMS, INCLUDING BUT NOT LIMITED TO THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A TRASH CONTAINER ON THE PROJECT CABINETRY, SHELVING, LIGHTING, PLUMBING, ELECTRICAL AND MECHANICAL EQUIPMENT. SITE AT ALL TIMES. THE CONTAINER SHALL BE REMOVED AND EMPTIED AS REQUIRED. LOCATION OF ALL BLOCKING SHALL BE COORDINATED NTH ALL SUBCONTRACTORS. DIMENSIONS ARE TO THE FACE OF STUDS, COLUMNS, UNLESS NOTED OTHERWISE. DOORS ADJACENT TO WALL THE CONTRACTOR SHALL BECOME COMPLETELY FAMILIARIZED WITH ALL MECHANICAL, INTERSECTIONS SHALL BE LOCATED WITH THE ROUGH OPENING 4-1/2- FROM ADJACENT ELECTRICAL REQUIREMENTS AND PROVIDE SHAFTS, OPENINGS, AND SPACES AS WELL AS WALL, ALL OTHER DOORS SHALL BE CENTERED BETWEEN ADJACENT WALLS UNLESS REQUIRED SUPPORT ALL FOR DUCTS, CONDUITS AND EQUIPMENT. NOTED OR DETAILED OTHERWISE THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING, AT THE CONTRACTOR'S ELECTRICAL, MECHANICAL, AND PLUMBING WORK SHALL CONFORM TO ALL APPUCABI F CODES AND ORDINANCES. EXPENSE, ALL ERRORS, OMISSIONS OR INCONSISTANCIES NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE START OF CONSTRUCTION. THE THE CONTRACTOR SHALL ASSIST OWNER/ ARCHITECT IN OBTAINING THE -CERTIFICATE OF CORRECTIONS FOR SUCH ERRORS SHALL FIRST BE APPROVED BY THE ARCHITECT. OCCUPANCY" OR "OCCUPANCY PERMIT" AS NECESSARY. CONTRACTOR SHALL INSTRUCT SUBCONTRACTORS. TO CAREFULLY REVIEW THE FURNISH THE OWNER A WRITTEN GUARANTEE AGAINST LATENT AND PATENT DEFECTS CONSTRUCTION DOCUMENTS IN THEIR ENTIRETY. INFORMATION IN MATERIALS AND WORKMANSHIP FOR ONE YEAR. THE GUARANTEE SHALL STATE THAT PERTAINING TO THE WORK OF SPECIFIC TRADES AND SUB —TRADES IS DISPERSED THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REPLACE OR THROUGHOUT THE DRAWINGS AND CANNOT BE DETERMINED BY REFERENCE TO REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP AND/IOR ANYTHING OTHER THAN COMPLETE SETS OF DRAWINGS. ANY RELATED DAMAGE, INCLUDING REPAIR AND REPLACEMENT OF ANY EQUIPMENT, WHICH SHALL APPEAR WITHIN ONE (1) YEAR AFTER THE COMPLETION AND ACCEPTANCE PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL FIELD VERIFY ALL OF THE WORK UNDER THIS CONTRACT. REFER TO SPECIFICATIONS FOR WARRANTY EXISTING CONDITIONS AT THE SITE, INCLUDING BUT NOTUMITED TO DIMENSIONS, REQUIREMENTS IN EXCESS OF ONE YEAR. PROPERTY LINE LOCATIONS AND UTILITY LOCATIONS AND SIZES. DISCREPANCIES FOUND DURING FIELD VERIFICATION SHALL BE IMMEDIATELY ACCURATE AS —BUILT DRAWINGS SHALL BE GENERATED BY CONTRACTOR DURING TRANSMITTED TO THE ARCHITECT IN A REPRODUCIBLE FORMAT FOR NECESSARY CONSTRUCTION AND SUBMITTED TO THE ARCHITECT UPON COMPLETION OF FINAL PUNCH RESOLUTION AND COORDINATION PRIOR TO COMMENCING WITH THE WORK. LIST, BUT PRIOR TO REQUEST FOR FINAL PAYMENT. THE ARCHITECT WILL IN TURN SUBMIT THE AS —BUILT DRAWINGS TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT. THE CONTRACTOR SHALL PROTECT ALL EXISTING DO NOT SCALE DIMENSIONS FORM DRAWINGS. USE CALCULATED DIMENSIONS ONLY. UTILITIES AND PROPERTY FROM DAMAGE AND SHALL BEAR ALL EXPENSES FOR THE NOTIFY THE ARCHITECT IMMEDIATELY IF CONFLICTS EXIST. REPAIR OR REPLACEMENT OF UTILITIES AND OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF THE WORK. -cob 6 PROJECT DESCRIPTION PROPOSED PROJECT CONSISTS OF A 3072SF TWO—STORY SINGLE FAMILY RESIDENCE INCLUDING AN ATTACHED 849SF 3—CAR GARAGE. PROJECT INFORMATION LOCATION: 22315 95TH PL W PROPERTY OWNERS: JOHN & JOANNA UBERUAGA 13631 65TH PL W EDMONDS, WA 98026 ZONE: CONSTRUCTION TYPE: TYPE V—N OCCUPANCY- RS-8 TAX ASSESSOR'S # ARCHITECTURAL DESIGN: REGNERATION DESIGN ATTN: JOHN STOECK 8615 55TH AVE S SEATTLE, WA 98118 PH: (206)390-0287 FAX: (206)723-1842 STRUCTURAL DESIGN: FORSMAN ENGINEERING ATTN: ARNIE FORSMAN 30014 2ND COURT SOUTH FEDERAL WAY, WA 98003 PH: (253)815-9182 FAX: (253)529-9438 ENERGY CALCULATIONS (PERSCRIPTIVE PATH USED) COMPLIANT NTH OPTION 111, TABLE 6.1, 2003 WSEC DRAWING KEY A1.0 GENERAL NOTES/PROJECT INFO./SITE PLAN A2.0 FLOOR PLANS A3.0 EXTERIOR ELEVATIONS/ CONSTRUCTION SECTION S2.0 FRAMING PLANS S2.1 FRAMING. PLANS SDII GENERAL STRUCTURAL NOTES SD2 STRUCTURAL DETAILS FILE: ST 1 7 S 88057 9 27 E A\ z -7 4 �01/ EXISTING .4 .0 19'-4 1 1# ROCKERY WALL P SIDE YARD U (8' MAX. HT.) SIDE YARD 8 8 05 7' 1�0 0 LL. E SET:qA 4L ��Czb EX. 5 > SETBACK 8 8 91' P < WOOD FENCE ro Li 7 U 0 , Nc� t CD L-Li A 368.00' 2 Lij - ----- ---- r ---------------------------------------------- ------------------ ---- 368.0n,- r--------- - -------------- ----- ----- ------- M+ - C� V� EXISTING P R Cl) Fil 0 --lob ROCKERY WALL U PIR RESIDENCE (8" MAX. HT.) CO PATII1I �01 (ROOF OUTLINE 2895 SF) (14 IF UN IVERED) U I 5 0, IN FRONT PO H 2 v FOOTPRINT 2464SF A (INCL. FRONT PORCHRATIO) U� (MAIN FLOOR ELEVATION = 368.00') 1 n 0__1 L -------------- LO - ROOF RIDGE MAX. ELEVATION 392.25 Ll , '-A 'k 1 0� 0 V 0 0 ISO' 0 0 1�lb E Ur� — — — — — — — 0 Ej� __4 IPROPOSED --------- r- CD -bb CtRED PO �H 5 EXISTING Cn OUTLINE OF HOUSE BAY WDW. ABOVE U Lo OU IN IN W,�OF F� 8�649 S�F, BAY D NC ZG\� �3sf 'j, W ...... ------------- v-' 0 0 S Comer_ Flag ZOELLER r40SERIES ' 3sf �(o UMP Required Actual SetbVk 0 _774 00 GRINDER UMP STATION LLI Front S Sides 2 2. 3'+ CIO PR OSED 6 1 V 11.0, A% CON . /DRIVEWAY Rear -\< -, — I !FNC N 1 go S z Other 00 1090SF 07x5r 19 C5 Y \< pV L- - - - - ---- - - - E 5. 0 0 0 3: LLJ ----------------------- - U ------------- LO Z c)0i M L-i L_ 88. D x 0.8'E LLI F N C C�/ N 00 00 -% \ M - (-D' BE,�NNFH`M�RK: SPIKE IN W RO AP ROX. 8' WEST OF THE SOUT AEVATION: 378.64 I- T S.-jq@1xMM F_ F_ N I < LL, LLJ \-x v) E E /PH U-7 I - I t �u 3L SS 3Lj 6 tA L 1V1 rj�L/p SERVE LOT 2 AS 1�c ER G G __ G W E13 IL AUDJOR'S FILE NO, 2006111305,33 ------------ - --------- - ------- - - ------ W ----------------------------------------- - ------ TV -------- - - --------- - --------- - -------------- W 'tNo6ung in this permit appruva� pro(ws ahaH be 'ttiag the interpreted as allowing or permi maintenance of any currently existing illegal, jjoncorLforming or unpermitted building, ztructum or site condition which is ouside the scope of the L tion, regardless of whether such permit app 1ca building, structure or condition is shown on the site plan or drawing. Such bu ilding, strud-are or ;e- - -arate condition may be Lhe sub, _t, of a ceT e_nfbfw._rne:A artion.' `��D�316 7. 0 E R uAftl xe� C�B 20'-0 SITE PLAN 1" = 10'-0* ��F.Mzffl SETBACKI.\ NORTH (T� 1111�j RESUB AUG 13 -7097 BUILDING DEPARTMENT CM OF EDMOND3 z 0 0 z z: U) C/i r') z 0 0 Uj ISSUE DATE 4/11/07 PERMIT INTAKE A ,V2\ 8/09/07 PERMIT CORRECTIONS cQjco,-7- 052d ,�j5ls qs-& ipt- W. U I sof- Ttcz,� RESUB AUG 13 2007 BUILDING DEPMAROZESNT CITY OF ED I MIN. RADIUS ,4'-8' QUARRY SPALLS 8'-12' MIN. DEPTH - - - - - - - - - - - - - - - f!A ''U'llilillil ilillililliE X %VAyAVAVAv&�l% PROVIDE FULL WIDTH OF INGRESS/ EGRCSS AREA CONTRACTOR SHALL MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE IURING THE CONSTRUCTION PERIOD, [CITY INSPECTION REQUIRED ON ALL EROSION CONTRO MEASURES BEFORE WORK CAN BEGIN. I FILTER FABRIC SECURED TO 2' X 2' 14 GA. WIRE FABRIC EQUAL 21 X 21 WOOD OR c EQUIVALENT 8'— 12' u PLACE 3/4'-1.5' WASHED GRAVEL IN THE TRENCH AND ON BOTH SIDES OF FILTER FABRIC FENCE ON THE SURFACE. FILTER FABRIC MATERIAL IN CONTINOUS ROLLS. USE STAPLES OR WI E RINGS TO ATTACH FABRIC TO WIRE. R 13= CD WIRE MESH SUPPORT FE�ItE cul TO SUPPORT FILTER FAVRIC. A§E_� It I - - - - - - - - - - - - - - - - - - - - RY BOTTOM OF FILTER cu MATERIALS' TO 12- 61 MAX.- 2' X 2' WOOD POSTS OR EQUIVALENT CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER EROSION CONTROL. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. I F7 MIN WIDTH BETWEEN ROCKS AND EXCAVATION, IF ROCKERY ABUTS A PROVIDE SWALE. GRADE AND PRIVATE DRIVE 13R IF IROC' PR VATI DRAIN TO APPROVED SYSTEM. DRIVEWAY, A e' SHY W 12" OF COMPACTED SOIL OVER DISTANCE SHALL BE GEOTEXTILE SLOPE TO DRAIN MAINTAINED BETWEEN A THE WALL FACE AND E al UNDISTURBED NATIVE SOI EDGE or ROAD SURFACE EXISTING/ORIGINAL GRADE E IV 0 ROCK FILTER LAYER, :2 V-O" MIN LEVEL 0 GROUND 0 PROPERTY LINE 12" MINIMUM WIDTH IE QUARRY SPALLS 6 3/4' TO 4' IN SIZE 0 GRI GEOTEXTILE FILTER FABRIC u I :> ROAD SURFACE _J2 DIAMETER OF LARGEST R00 2% SLOPE IN BOTTOM COURSE OR 12". LESS THAN 10 FT FROM EDGE or ROAD WHEN SIDEWALKS ARE NOT PRESENT. MIN 6" DIA PERF RIGID -7 DRAIN PIPE CENTERED WHICHEVER IS GREATER HORIZ. IN BEDDING. SLOPE E0 E0 -THIS DISTANCE SHALL NOT TO DRAIN AND CONNECT TO i - STORM DRAIN SYSTEM, I BE LESS THAN THE HEIGHT PROVIDE CLEANOUTS. V 1 011 OF THE ROCKERY AND NOT '---,UNDISTURBED NATIVE SOIL OR COMPACTED CRUSHED ROCK, AS REQUIRED ROCKERIES SHALL NOT BE CONSTRUCTED IN CITY R.O.W. OR OVER PUBLIC EASEMENTS GENERAL NOTES- 1. SPECIAL INSPECTOR SHALL VERIFY ROCKERY HEIGHT, FOUNDATION MATERIAL, AND ROCK SIZE. C. UU#AKKT SPALLS AND CRUSHED ROCK SHALL BE PLACED DIRECTLY FROM TRUCK OR OTHER SUITABLE CONTAINER IN ORDER TO MAINYTAIN CLEAN BACKFILL. 3. OPENINGS SHALL BE 'CHINKED' WITH QUARRY SPALLS, 4. ROCKERIES SHALL BE DESIGNED AND STAMPED BY A LICENSED PROFESS113NAL ENGINEER IF GREATER THAN 8 FEET IN HEIGHT OR IF VARYING FROM THESE STANDARDS, OR IF THE CITY DETERMINES THAT SPECIAL CONDITIONS (SUCH AS CRITICAL AREA OR MEADOWDALE EARTH SUBSIDENCE LANDSLIDE HAZARD AREA) EXIST. ROCK SCHEDULE WALL HEIGHT MINIMUM ROCK SIZE BASE TOP 2 FEET 2-MAN 2-MAN 4 FEET 3-MAN 2-MAN 6 FEET 4-MAN 2-MAN I I 2-MAN 105 101.0 106 TOP: 1 �;)4.1 BOT: 1 04 104 103 102 j I^ &Ct h_'0Ar)r_ in A 7 AROUND HOU5 104. -14 A Cl M218IO04FT A I MAIN g 105.25' 6ARAOE U UPPER 115.1-7 PER LON SLAB @ 101.65 H16H SLAB @ 101.16 J __ 25 I -oil I-011 52 - 52 "720 9E: rvARAC F\ 5 E30T: 102 TOP: 104.1 E�OT: IOI.cl 105 BOTTOM OF FOOTIN6 (p c1l.c12' (TYP) 104 a 1-0 11 AIN: 1280 S.F. TOP: 105 BOT: 101.60 UPPER: 16,10 5.F. 10:22 4A I FN UPP I \I-\- 105 9. 'A \1 .10:2.55 x APPROVED BY PL NNING NOLO-7 E) I 7E f=LAN r &�,-ALE : I 10'-0 1 0 20 40 OJIIIiINNER SENNADI'*r <UTASHVILI 3304 11�15TH PL 5E 5AMMAM15H, NA -:�50-75 C,EL. (425) 50-1-cfc[Oe? SITE AE;VRESS 2412e? -167H AVE kN EZ�MONDS, PNA - 7AX AC/C.,0UN7 # 004cl I I OOOOOcfO2 HE167H7 CIALC,, .A 104.1' E3 104.75 C 102.55' p 10 1.15,15 413.35/4 = 103.34' A\Irv.t=XI!5T. ISRADP +25' 125.�74 MAX E3LD6 HE16HT - 12b.0b'FROFOSED BLOC7 HEI&HT .26' BELOIN HE I &HT L I M I T L07 C,,0VERA0E. LOT SIZE = 11,113 S.F BLD& AREA 2,035 S.F. COVERA6E 2,055 S.F. = 1-7.2'7% (55% MAX) IMPERVIOUS SURFAGE GALG LOT SIZE I I, -ma S.F ROOF = 2,41 -7 S.F. FORGH/57EF5 = I S.F. DRIVEINAVNALK5 III 5.F. TOTAL IMPERVIOUS = 5405 S.F. = 25.(511% LOT SLOPE = 4% DRIVEAA"r SLOPE = 2.5% OUT 505 OUE31C, "rARDS FILL 0 r- 71 A A -1 r'c� D! 11NIVE01T ELIE%VATIONS- y lNLr` -1010.5 ;611 !F=T i-TLE. - _1013 - I ---'H BASIN: INTI RiaL C A —1 11. L I t 1 0UTLF_T -E� 17 0, 5- STORN4 SYSTEM 1p REPRnDLJGTlml OF T�iESE 'A AN�'Mfrc NS IS 1, DYFEDERN,LAW. 0 Council 0 f F u !--. 1;', TO q 159,, �O PER 0� E CALLI�iE DE6F!GN1r', TO OET,�,IN LEGAL 0(-[�';_ OF TI-11S PL.N. 10, I Li ) I.- 0 t— Li N U- (D It 0 V) Gi IN t 9V�7 torL af m < of jgf�z ()p,=)L,j8zfLLJ V) < LLJ V) C) 0 LLJ a- V) 0 < < wo z LLIV) �EF_rzozLd m Ld D63m2Llw_..< a: z i (3 Ld < <z uj L-2DmOoWmo�60�-W�-' W�- 0�?-,z Lj ww _j 0 Qw-<-<jF=w z Lo F- -J 0 zo af P z z w 3: U) (L 0 < 0<0 M L�ol= Ld U) ir 0 w P: F M <0< X00 0 m W<wa�OcKw 0- Z W F-;E 2 > E: IL L� < < 0 rc\" C) 00 a) z LU < L.c) cl) u Lo b 9 w U.j U 1 r'-0 Z CC cm 5 :s 0.- 0 C) 0 C) C) C) 0 w 2no rc �lj 't c\I 0 j3 0c) 00 c\I z cp w W < Z Z) C) W z [L W LL LL � 0 0 z c\j ,It Lh m 00 LL] OL DESIGNED BY: DATE: TO 10/01 DRAWN BY: DATE: , J F;,A 11/2/01 REMSED BY: DATE: 10/1( JOF 0/04 BFK 2/25/05 clia 5/22/0-7 LATERAL BY: DATE: mm 10/-5/04 LATERAL JOB NUMBER: 04-550 A ANW JOB NUMBER: 0"70151 L� ,�Cf)7 - 0 & 5- P. I f 1�v la s/� v1 b s �-P)a-jj w 'w, m m JUN 9 2001 BU'LDING DEpT Basis of Bearing: BOUNDARY LINE ADJUSTMENT Ar. 19806265004 �w'a "w"'w"m ow""s""Imm, # Legend: + EXIS17NG MONUMENT (AS SHOWN) 0 SET RE-SARICAP L.S. jf30442 (C) CALCULATED DATA (P) I PLAT DATA (M) MEASURED DATA (BLA) BOUNDARY LINE ADJUSTMENT REFERENCED HEREON. Eat 2.17t dprotcedure: LEICA TC 1010, 3 SECOND TOTAL STATION FOR FIELD TRAVERSE MONUMENTS WSITED 5105 PRECISION EXCEEDS STATE STANDARDS. CONC MON IN CASE REF. (BLA) WSITED 5105 30' Lo i 0\ .11 00 bj 30.00, CONC MON IN CASE ' 1 REF. (BLA) VISITED 5105 S88*58'27"E 224th 51TSW CONFORMED,COPY 200608015007 1 PG1 08-01-2006 11:54am $98.00 SNOHOMISH COUNTY3 WASHINGTON RECORDER'S CERTIFICATE: FILED FOR RECORD BY THE WEST GROUP THIS- DAY OF---- 200--A.D., AT - MINUTES PAST-- O'CLOCK-M. AND RECORDED IN VOLUME-- OF ON PAGE RECORDS OF COUNTY, WASHINGTON I MGR. SUPT OF RECORDS Notes: I. COND177ONS OF APPROVAL MUST BE MET AND CAN BE FOUND IN THE FINAL APPROVAL FOR THE SHORT SUBDIOSION LOCATED IN FILE S-05-125 IN THE CITY OF EDMONDS PLANNING DIWSION. I flDogiff AMINO ff woo.. V 0.9 ?@- 0M WE Declaration of Subdivision Coveiiants: KNOW ALL MEN (PERSONS) BY THESE PRESENTS TH47; WE THE UNDERSIGNED, HAWNG AN INTEREST IN THE REAL PROPERTY DESCRIBED BY THIS DECLARATION HEREhY DECLARE THIS PLAT AND CONVEY TO THE LOTS A PERPETUAL EASEMENT FOR INGRESS AND EGRESS, AND IMLIRES OVER, UNDER AND ON ALL PRIVATE STREETS, AVENUES, AND PLACES AS SHOWN ON THE PLAT; AND Hr"REBY DECLARE AND GRANT EASEMENTS TO ANY WATER, SEWER, ELECTRIC, TELEPHONE, TELEVISION CABLE, GAS OR OTHER UTILITIES AS SHOWN ON THE PLAT PROWDING SERVICE TO THIS SUBDIVISION OR OTHER PROPERTY. ALSO, THE RIGHT TO MAKE ALL NECESS4RY SLOPES FOR CUTS AND FILLS UPON LOTS, BLOCKS, TRACTS, ETC. SHOWN ON THIS PLAT IN THE REASONABLE ORIGINAL GRADING OF ALL THE PRIVATE STREETS, AVENUES, PLACES, ETC. SHOWN HEREON. ALSO, THE MGHT TO DRAIN ALL STREETS OVER AND ACROSS ANY LOT OR LOTS WHERE WATER MIGHT TAKE A NATURAL COURSE AFTER THE STREET OR STREETS ARE GRADER i.. F Approvals: APPROVED AND AUTHORIZED WICO I Y THE--= Or EDMONDS PLANNING DIVISION By THIS 2006 APPROVED AND AUTHORIZED FOR RECORDING Y "THE CITY OF EDMONDS ENGINEERING DIVISION BY194949;A�O' 7WIS - 51 ST DAY OF 4 2006 11 1 _77 1 Hold Harmless Agreement: OWNER, AND ALL PERSONS HAWNG ANY PRESENT OR SUBSEQUENT OWNERSHIP INTEREST IN THESE LANDS, AND THE SUCCESSOR'S AND ASSIGNS OF' OWNERS OR OTHER PARTIES HAWNG ANY SA(D INTEREST, HEREBY AGREE THAT 7741S CITY OF EDMONDS SHALL BE HELD HARMLESS IN ALL RESPECTS FROM ANY AND ALL CLAIMS FOR DAMAGES FOR INJUNC77ON RELIEF WHICH MAY BE OCCASIONED NOW OR IN THE FUTURE TO AgjAcENr -LANo OR IMPROVEMENTS BY REASON OF THE, CONSTRUCTION, OPERA77ON AND MAINTENANCE OF THE DRAINAGE SYSTEM AND HEREBY WAIVE AND RELEASE THE CITY OF EDMONDS FROM ANY AND ALL CLAIMS FOR DAM4GES, EXCLUDING DAMAGE CAUSED SOLELY BY AN ACT OR OMISSION Or SAID C17Y AND INJUNC77VE RELIEF WHICH THE OWNERS, OR THEIR SUCCESSORS OR ASSIGNS, MAY THEMSELVES 'HAVE NOW OR IN THE FUI`URE` BY REASON Or THE CONSTRUCTIONS!, -MAINTENANCE AND OPERATION OF SAID DRAINAGE SYSTEM. Legal Description: LOT 13, BLOCK Z PINE ACRES, ACCORDING TO THE PLAT THEREOF, RECOR DED IN VOLUME 13 OF PLATS, PAGE 63, RECORDS OF' SNOHOMISH COUNM WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. Acknowled gments: STATE OF tl* COUNTY I CER77FY THAT I KNOW OR HAVE SATISFAC71ORY EVIDENCE THAT JOHN AND JOANNA UBERUAGA, HUSBAND AND WIFE; SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THIER FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MEN77ONED IN THIS INSTRUMENT - AND S41D PERSONS ACKNOWLEGED THAT THEY SIGNED THIS INSTRUMENT, AND ON OATH STATED THAT THEY WERE AUTHORIZED TO EXCECUTE THE INSTRUMENT AND ACKNOWLEGED IT TO BE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THEMSTRUMENT SIGNATURE OF NOTARY PUBLIC DATED T. X 11, .4 C() MY APPOINTMENT EXPIRES (j 1-1 1, C!v OP s FOLLOWING ORIGINAL REASONABLE GRADING OF ROADS AND WAYS HEREON, NO DRAINAGE WATERS ON ANY c260� taxes paid In fufl on Tax Parcel(t) LOT OR LOTS SHALL BE DIVERTED OR BLOCKED FROM T'IEIR NATURAL COURSE SO AS TO DISCHARGE UPON ANY N tosqqa MX 013 00 . PRIVATE ROAD RIGHTS -OF -WAY TO HAMPER PROPER ROAD DPAINAGE, ANY ENCLOSING Or DR41NAGE WATERS IN CULVERTS OR DR41NS OR REROUTING THEREOr ACROSS ANY LOT AS MAY BE UNDERTAKEN BY OR D40y Treasurer FOR THE OWNER OF ANY LOT SHALL BE DONE BY AND AT THE EXPENSE OF' SUCH OWNER AND SHALL BE DONE IN ACCORDANCE WITH ANY PERMITS NEEDED FROM THE RE(,,VLA77NG GOVERNMENT AGENCY(S). IN WJINESS WHEREOF, WE SET OUR HANDS AND SEALS 7HIS CR? DAY OF91+, 2006. <::;;JH'N UBERUAG4 aAWNA uBERUAr.4 SURVEYOR'S CERTincATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIREC77ON IN CONFORMANCE WITH THE RE- QUIREMENTS OF THE SURVEY RECORDIN AFT AT THE RE- QUEST qO 46jt-�/ 200-a OF g±jWE�UAG4 TE N.E. 1/4, S.E. 1/4, SECTION. 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. The West Group, Inc. Professional Land Surveyors & Planners 2120-Hewitt Ave. 426-252-7086 Office Everett, Wa. 98201 425-262-7403 Fax Short Subdivision for John Uberuaga DRAWN BY. DATE: JOB NO: D.G. W. Jr. 2120106 2005-81 CHECKED BY: SCALE: SHEET10F. 0. G. W. Jr. I 1 20' 1 1/1 j rio I ffl��fflll to GENNADH -:111A IGPit, D1 CEL. 425-'Ut7-QQrl0 i Ki V F P T F i F T i �j.c� DRIVE-l"."AY 0"UTF,"Ll" 1 0C. -5 UFFEN CA I k�-H br*-'.�S!N: UU 1 L rZ 1 0 0 f-I ltl.!-r PCL CATCH BAQ!%!: OUT! C:T -aa-G_Q, — — — — — — — — — — — — — — — — i u i 101 0 -r L-2 A X I C: t A I N () H I H /-IV L- v v RESUB CON SEP 10 2007 BUILDING DEPARTMENT CITY OF EDMONDS City of Edmonds 121 5 AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 FAX(425) 771-0221 Website: www.ci.edmonds.waA1S DEVELOPMENT SERVICES DEPARTMENT Planning - Building - Engineering Permit #: BLD20070650 Plan Review Corrections Date: October 9, 2007 Project Name/Address: Kutashvili SFR / 24130 - 76 Ave W Contact Person/Address/Fax: Gennadiy Kutashvili / GEN RYDESIGN@GMAIL.COM Reviewer: Edward Sibrel Division: Engineering During review of the subject submittal it was found that the following information, corrections, or clarifications will need to be addressed: The engineering comments noted below from the previous review dated August 4, 2007 were not addressed: Drainage / Detention: 2. Please note on the site plan how and where the footings are to drain. Note: Footing drains shall not be routed to the detention system. Frontage: 1. Note on the site plan where the existing sidewalks are. Note: deteriorated/broken sidewalk shall be repaired or replaced prior to engineering final acceptance of the house. Utilities: 3. Include on the site plan the required sanitary sewer cleanouts at the house and property line. 4. Note whether the water meter on the site plan is existing or new. The site plan has not been updated to match the drainage plan. These plans must agree. Note the drainage plan may be included as part of the site plan. The drainage does not adequately describe the detention system. Pipe diameter, material and length must be specified, as well as the catch basin types; the rim elevations must be noted so that proper pipe coverage can be verified; the rim and invert elevations of the city catch basin must be included; a profile of the detention control structure must be included. Engineedng Standard Details are available at: http://www.ci.edmonds.wa.us/CityDepartments/EngrDept/Edmonds-Std-Details/CityOfEdmondsStandardDetails.pdf Detention system information may be found at: http://www.ci.edmonds.wa.us/CityDepartments/EngrDept/E72-Erosion—Sedimentation—Control.pdf Please resubmit three copies of the revised plans/documents to a Development Services Coordinator. You may contact me at 425-771-0220 if you have specific questions regarding these plan corrections. DATE mailed/faxed/emailed 10/9/2007 PAGE 1 OW Sibrel, Ed From: Sibrel, Ed Sent: Wednesday, October 10, 2007 9:53 AM To: 'GENRYDESIGN@GMAIL.COM' Subject: Review Comments 76 Ave W - 24130—Kutashvili SFRBLD200706502 Good Morning. Please find attached the engineering plan review comments for your proposed project. 76 Ave W - 4130—Kutashviii SF. Ed Sibrel Engineering Technician City of Edmonds 425-771-0220 sibreI9ci,edmonds.wa.us Permit #: City of Edmonds 1215" AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 FAX(425) 771-0221 Website: www.ci.edmonds.wa.us DEVELOPMENT SERVICES DEPARTMENT Planning - Building - Engineering BLD20070650 Plan Review Corrections Date: August 4, 2007 Project Name/Address: Kutashvili SFR / 24130 - 76 Ave W Contact Person/Address/Fax: Gennadiy Kutashvili / GENRYDESIGN@GMAIL.COM Reviewer: Edward Sibrel Division: Engineering During review of the subject submittal it was found that the following information, corrections, or clarifications will need to be addressed: Drainage / Detention: detention system is required to handle the -3500 square feet of storm runoff generated by your proposed SFR. nclout for a detention system of this size is available at: �Cwww.ci.edmonds.wa.us/CityDepartments/EngrDept/E72-Erosion-Sedimentation-Control.pdf �V/ 2. Please)%pte on the site pl how and where the footings are to drain. Note: Footing drains shall not be routed to I A the detention'�� fez — Frontage: .1 Note on the site plan where t existing sidewalks are. Note: deteriorated/broken sidewalk shall be repaired or t4 eplaced prior to engineer�ing /'al acceptance of the house. I f3 e 1r= -0 i e Utilities: C-0 A..)-r ^,e-ov o 1. Engineering notes new power shall be underground. 2. If the existing side sewer lateral is to be reused, contact Public Works at 425-771-0235 to ascertain its condition. r, 6-� L18 Include on the site plan the required sanitary sewer cleanouts at the house and property line. W 4* Note whether the water meter on the site plan is existing or new. Standard Details: Engineering Standard Details are available at: http://www.ci.edmonds.wa.us/CityDepartments/Eng rDept/Ed monds-Std-Details/CityOfEdmondsSta ndard Details. pdf Please resubmit three copies of the revised plans/documents to a Development Services Coordinator. You may contact me at 425-771-0220 if you have specific questions regarding these plan corrections. DATE mailed/faxed/emailed 8/4/2007 PAGE 1 OF' Sibrel, Ed From: Sibrel, Ed Sent: Saturday, August 04, 2007 1:13 PM To: 'GENRYDESIGN@GMAIL.COM' Subject: Engineering Plan Review Comments Kutashvili SFR / 24130 - 76 Ave W Good Morning: Please find attached the engineering review comments for your project. %#At 76 Ave W - 4130—Kutashviii SF. Ed Sibrel Engineering Technician City of Edmonds 425-771-0220 sibrelgci.edmonds. wa.us �Zc)c---)7 0,6-5D .-0" /' 5��e-e- ENGINEERING DEVELOPMENT REVIEW CHECKLIST SFR (includes duplexes) CHECKLIST Y N REMARKS IWC-0-50 0, fle-5YETMIMie) ew Addition Garage Remodel ive all) .,'�b�pographicsury =drainage plan should include all existing information. Scale 11"=10', I"=20', A few are 1 "=50'; should include erosion control measures includes existing and proposed contours (2' or 5' intervals) ... refer to item 4*** for detention reqts Is g-rUdiii i Calculate qty. Greatest qty of cut or fill is calc'd regardless if it remains on site. 0-50 c no grading permit required (?BT-500cy-'D permit required >500 cy SEPA required I ag impervious surfaces include; gravel, patios, s/w., roof outline, paving <2000 sf go to item 6. ( exception; if hse built after 1977, all impervious surfaces accumlative. If exist + new exceeds 2000sf, a system is required). 2000-5000 sf Fft Detention syst. Req'd. if not in meadowdale or other critical area- applicant can use standard handout. if in meadowdale or other critical area - system must be designed and stamped by engineer. >5000 sf detention syst. Req'd. system must be designed and stamped by engineer regardless of location. '5WERIMITUMen, tMensys em overflow restrictor A invert of outflow pipe should be the same as the invert of the detention pipe. ( If engineer designs wet pipe system then inverts will be different) IV tied to city system? y catch basins, open ditches, streams, or drainage channels too low to tie to city Sys? detention system goes to spreader trench. Applicant must prove soil will perc. straight dispersion trenches not allowed. Ngfigeway�� garage min/max width 1 car 10 / 12 �carlO/T 3 car 10 30 14% max.; waiverable to 20%(approval by City Engineer). Cross slope 2%, 4% max. Slope New Existing no action required shy distance 2'shy distance reqd from structures (6' high fence, retaining wall, rockery, buildings.) on -site turnaround required when d/w faces major collector or arterial road ralk je RS-6 or RS-8? required along property frontage(s) RS-12orRS-20? if street is >300'- required along frontages **Note: if area has neither c/g and s/w, applicant may request in writing to contribute to General sidewalk fund in lieu of construction. If area has either or improvements-must-beLLpstalled. INN 40—reoratd � broken shall be replaced p-2jpr to engineering R-n-ST' T- i0ffTQ--W-avTd7ecH7c ati new construction remodel refer to Official Street map for dedication widths required not requiled Edmonds should be shown on drwg. Line from main to ROW Must be 6" new side sewer d57 75. clean out with locking lamphole cover at P/L existing side sewer pp --71 � — A if line from main to no.w. is clay or old, applicant must instal" 17 Ild I new line, and cap old line. grinderpumps inside house only in LID 210, city provides and maintains. within Vol house grinder pump paid for under LID 010'I1IS-e-We=rc6n--- * 11 'Adi OVWSD no action required Edmonds $730 for single family. For duplexes each unit pays $730 9 N PlaWfa Me fi0e—w C -8 OVWSD X- #,X11 first ck to see if in OVWSD Edmonds meter to be placed at the property on the r.o.w. side identify size of line POP A 4":1 At CA— determine connection fee using water connection sheet 9-12-V ENGINEERING DEVELOPMENT REVIEW CHECKLIST SFR (includes duplexes) CHECKLIST wn? with detention sys. I ater- and sewer separation il NW.. c Fc R a r"Te �s rockery drains approve for drainage only. Not allowed in right-of-way not to be tied to detention system. May connect to outflow side of detention sys. or go into dry well on property (except of detention sys. or go into dry well on property (exceptMeadowdale area) shy distance if rockery along d/w, check for 2' shy distance ESEFtUfflai-ff i7nalw—UREM drains approve for drainage only. Not allowed in right-of-way not to be tied to detention system. May connect to outflow side of detention sys. , or go into dry well on property (except Meadowdale area) shy dist if retaining wall along d/w, check for 2' shy distance CALCS 64 -0—,0 -1 IAV, REMEMBER TO ENTER DATA INTO PERMIT REVIEW FILE REMEMBER TO INCLUDE NANDOUTS REMEMBER TO CALC FEES I REMEMBER TO FILL OUT YELLOW AND PURPLE PAPER REMEMBER ROW PERMIT --------------- PORTION OF: NE1/4, SE1/4, SECTION 25 j T. 27 N.p R. 3 E.p W.M. :iv, 00544200201100 MARVIN W. NIEBRUEGGE 0 LL_ 18 5, 2 V(P) S 88-5727'? E (P) 0 Li- 184-.98' S 88*57'17" E - ------ EX. 5' WOOD FENCE ------------- Co# 8 LU "P.L. IE 365.56 (;0# 7 FNC_ 0) 1� ...... ........... IE 365.07 > 7/ ............... .............. ---------------- /L ------------------ 0 49 LF-4" PVC 0 ------------- ------ ----- S= 0.010 I P. C. PA Fm 2 7 L-F-4" PVC S= 0.016\, RE5 I C)ENCE (ROOF OUTLINE 2695 5F) LLI CQ# 6 < IE 364.8 CP CQ# 3 IE 364.70 r35 LF-4" PVC '60 S= 0.010 0- x 0 0) 0 J L _1J CO C VERED POF ihm .0 EXISTING Im 0 HOUSE 0) 0i X 00 ZOELLER 40 SERIES C T - - - - - - V) T 22.13'�± GRINDE� RUMP STATION S� PE DRIVEWAY AND 3 A,) CT SU Df ECT SURFACE FLOWS S= \AREA DRAIN #1 P OPOSED CO C. DRIVEWAY 1118 SIF 00 1 N -------------------- - wk/I 8 LF-4" PVC— S= 0.010 .......... ........... ...... L_LJ__ Tr�\I 1 0 - \ \ \\ I -TYPE __X, SAN[) SEWE EB ->,,\ IE 3,> C13 #1 RIM 367 7 96.18' KV,364 0 (E) 884r-Ri- 12 LF-4" PVC S= 0.010 IE 364.35 LF-4" PVC 0.010 CO 1 IE 364.00 — 26 LF-4" PVC S= 0.010 E E 8 L/ ET 6 WO& FENCE — CB _CB L7P H CBL/PH CBL7PH 6% CBL/PH ss 18 5.3 4'(P) CBL/PH G G G ............. S= 0.039 G C G SS G VV dj W w BENCHMARK 0 — — — — — — — — — — - SPIKE IN W. FACE OF POWER POLE CO EL. 1378.64 15' ACCESS & UTILITY EASEMENT TO SERVE LOT 2 AS RECORDED UNDER PROPOSED SHORT PLAT (S-05-125) EX. LANDSCAPE TIMBER WALL — AUDITOR'S FILE NO. 200611130533 /n fz' IN UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBI F FOR VERIFYING THE LOCATION, DIMENSION. AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR M CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING U71UTIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE ENGINEER TO RESOLVE ALL PROBLEMS PRIOR M PROCEEDING NTH CONSTRUCTION. DESIGNED JLS DRAWN JLS CHECKED PGL I'M01411111k 11T.vi = 0 h-vi STORM PIPE SCHEDULE PVC: ASTM D-3034 SDR 35, GASKET JOINT - ALL SIZES, BEDDING CLASS B, TYPE I OR 11. MINIMUM COVER = 2' NOTE: TYPE OF MATERIALS USED SHALL BE AS INDICATED ON THE CONSTRUCTION DOCUMENTS. PROJECT NOTES: 1. CONTRACTOR SHALL HAVE THE MOST RECENT CITY OF EDMONDS CONSTRUCTION STANDARDS ON -SITE AT ALL TIMES. 2. SEE SHT. C1.1 FOR CITY OF EDMONDS STORM DRAINAGE� NOTES. 3. PERIMETER DRAINS AND ROOF DRAINS SHALL BE SEPAR�TE SYSTEMS AND NOT BE CONNECTED TOGETHER. 4. CONNECT FOOTING DRAINS TO CB #1 WEST COAST BUILDERS ENGINEERS 11238 NE 91ST STREET KIRKLAND, WA 98033 CB 1.0' FN( 11 A Ld W r, CO 5 � IEO -3 6 4.6 8 t 0% CL e-1.1 ip LO T_ 'q- U) b T_ o b bLi U) C) U 42 LF-4" PVC S= 0.010 b-i 7_1 A\?) CL, 0 > ,0# 4 E 364.26 -CONNECT FOOTING DRAINt TO M#1. ENSURE INVERT OF -UNG DRAINS ARE ABOVE TOPCOF 36" CMP. MTNL:_�TLEV. 364.00. >� L' 0. 8E FNC 18 LF TOTAL LENGTH INFILTRATION TRENCH W/ 36" CMP PERFORATED PIPE� 2 S= 0.000 \r.9 I IN,)P/363.50 (N,W) 1,NV 361.00 (E) BASIS OF BEARINGS CENTERLINE OF 95TH PLACE W. PER THE PLAT OF PINE ACRES (VOL.. 13, P.63) LEGAL DESCRIPTION LOT 12, BLOCK 2, PINE ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGE 63, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. LOT 13, BLOCK 2, PINE ACRES, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 13 OF PLATS, PAGE 63, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OFIRECORD. DATUM AND ELEVATION PROJECT BENCH MARK: SPIKE IN WEST FACE OF POWER POLE LOCATED APPROX. 8' WEST OF THE SOUTHWEST PROPERTY CORNER. ELEVA11ON 378.64 DATUM: 1929 JOHN UBERUAGA 13631 65th PLACE WEST EDMONDS, WA 98026 REFERENCE INFORMATION DATE FIELD BOOK: XX-X JULY 2007 SURV. CPU FILE: SCALE DATUM: NGVD 1929 1 1 of -lot ACCEPTABLE TIGHTLWE. SIDR 35 MATERW- SCH 40 N-12 F810 HANCOP, 24 HR. NO CE RE ITI CTIO Q. FORINSPE N C=ACT CLY?Arjo :VIEW #'$p6Gi4Q9 FiEa5 CV.&I �rr. 12a OWNERICONTRACTOR IS RESPONSIBLE FOR EROSI . ON CONTROL AND DRAINAGE GRAPHIC SCALE 10 0 5 10 20 68 m 1 1 m MENEM IN FEET I inch = 10 feet LEGEND WATER VALVE rRANT ATER � ME M OLEST�R AN SS/SD) CB POW'%UHnLITY POLE GUY A C 0 POWER TRANSFORMER POWER/TELEPHONE VAULT TELEPHONE/TV RISER GAS VALVE STREET LIGHT SPOT ELEVATION SIGN MAILBOX ROCKERY CONIFER TREE DECIDUOUS TREE FOUND CASED MONUMENT SET 5/8" IRON REBAR W/ YELLOW PLASTIC CAP STAMPED L.S. # UNLESS OTHERWISE STATED. SET PK & WASHER STAMPED L.S. # SITE BENCH MARK UNLESS OTHERWISE NOTED PROPERTY- LINES - RIGHT —OF —WAY LINES DITCH LINES/ FLOW WATER LINE SANITARY SEWER LINE STORM DRAIN LINE GAS LINE UNDERGROUND POWER LINES UNDERGROUND TELEPHONE LINES CHAIN LINK FENCE SILT FENCE WOOD FENCE VERTICAL CURB ASPHALT WEDGE PERFORATED DRAIN PIPE APPLICANT: JOHN UBERUAGA 13631 65TH PLACE WEST EDMONDS. WA 98026 (206) 349-8217 EXISTING PROPOSED 0 m @ 0 m -0- E— FA� F-P-1 M F-P-1 M 13 13 m m n WO-0-0 EL 34 w ss SD G _G 4JGP— GP_ GT— ----UGT- -0 0 _x x .13 13 RV.SUB i�11 (,1- 205 2007 Wjt. 1 , Ct I�VlNollr?,EPMAORTMENT ;0 NDS UBERUAGA SHORT SUBDIVISION LOT 2 STORM DRAINAGE PLAN AS NOTED WIWA� Call bef ore you r%lp U69 - 1-800-424-5-555 UNDERGROUND SERMCE (USA) . L Expmw 08/12/0'e'e JOB NUMBER 05449.01 DWG NO. P05449sd.dwa SHEET OF 2 CEMENT CONC CAST IRON LOCKING CLASS 4000 V RING AND COVER ,4 PAVED / S U R FAC E 12" PVC SLEEVE FIBER JOINT PACKING lio W #10 WIRE, (2) WRAPS MIN, REQUIRED FOR FRAME AND GRATE SEE WSDOT SEC. 7.05 rwr MAGNETIC LOCA11ON AND APPLICABLE KCRS DWGS. r FINDER 4" GASKETED SPIGOT CAP OR MECHANICAL PLUG PAVED AREAS m NOTE: 1. CLEANOUT PIPE AND FITTINGS SHALL BE PVC. DESIGNED JLS DRAWN JLS CHECKED PGL SYM 4" GASKETED CAF )��NOW I NTS __ UNPAVED AREAS 0 �N-N 0 u D 0 0 [3 o 0 0 o va 1 0 I [(I,[ I � 12" CASTING FORCE LOCKING RING AND COVER m 6" RISER SECTIO I - I PA w IN I lwwl 12" RISER _c 2 - #3 BAF tz #3 EA( ir- � -"-. . . . 4 *41, ir_ - WEST COAST BUILDERS ENGINEERS 11238 NE 91ST STREET KIRKLAND, WA 98033 NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE NTH ASTM C478 (AASHTO M 199) & C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WAH THICKNESS OF 2" MIN. ALL PIPE SHALL BE INSTALI ED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. DIAM. OF 20-. KNOCKOUTS MAY BE EITHER ROUND OR *D" SHAPE. 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SEC11ON AND RISER SEC11ON SHALL NOT EXCEED 1/27FT. 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE NTH STANDARD SPECIFICA11ONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 11. FOR CATCH BASINS IN PARKING LOTS REFER TO WSDOT/APWA STANDARD DWG. Bl-b. 12. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2` FROM VERTICAL EDGE OF CATCH BASIN WALL. PRECAST BASE SECTION (MEASUREMENT AT THE TOP OF THE BASE) JOHN UBERUAGA 13631 65th PLACE WEST EDMONDS, WA 98026 REFERENCE INFORMATION FIELD BOOK: XX-X SURV. CPU FILE DATUM: NGVD 1929 48m DIA-6w 54m DLA-8" CATCH BASIN FRAME AND GRATE OR MANHOLE RING AND COVER 1 Sm MAX 4" MIN �W=Ill wo 20w x 24w 0 R_/ 24" DIAMETER 48* OR 54 4 12- (TYP) 1 MIN 2 1/2- MAX RISER OR ADJUSTMENT SECTION RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION FLAT SLAB COVER ,- HANDHOLD -STEPS AND HANGING LADDER (AS MANUFACTURED BY LANE(POLY PROPYLENE/GRADE 60 BARS, WITH REFLECTORS)) . /-MORTAR (7YP) l a .4. , .W:L- d.-.44 __�-12" MAX SO I SO I SEPARATE CAST IN PRECAST BASE WITH . PLACE BASE INTEGRAL RISER GRAVEL BACKFILL FOR PIPE ZONE BEDDING 6" MIN COMPACTED DEPTH FOR RING PRECAST BASES ONLY. 60 REINFORCING STEEL (FOR SEPARATE BASEBqNDL� 1 0.23 SO IN/Fr IN EACH DIRECTION FOR 4 1 PRECAST BASE JOINT ACH DIRECTION FOR 54- DIA 0.19 SO IN7FT IN F SEPARATE. DESIGN ASSUMPTION: SOIL BEARING VALUE EQUALS 3300 #/FT (MIN) DATE CATCH BASIN DIMENSION, TABLE BASE MINIMUM BASE REINFORCING STEEL DIA WALL BASE THICKNESS DISTANCE �N /FT IN EACH DIRECTION THIMESS THICK�E_SS SIZE BETWEEN ___RAL BASE SEPARATE RASE KNOCKOUTS 4w 6w 36" 8" 0.15 0.23 1 i48" w � 14 1/2w I 8' 42w 8" 0.10 019 09IM3 CAST BASE W/ INTEGRAL RISER) N/Fr IN EACA DIRECTION FOR 48" DIA N/Fr IN EACH DIRECTION FOR 54- DIA NOTE: 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE ROUNDED. 3. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 20 MINIMUM TO 2 1/2- MAXIMUM. 5. GROUT ALL JOINTS INSIDE AND OUTSIDE. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE NTH ASTM C 478 (AASHTO M 1991) & ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. HANDHOLDS IN RISER OR ADJUSTMENT SECTION SHALL HAVE A 3" MINIMUM CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE A 6" MINIMUM CLEARANCE. NO STEPS ARE REQUIRED WHEN "B" IS 4' OR LESS. ALL-REINIEOR(,ED CAST IN PLACE CONCRETE SHALL BE CLASS A. NON --REINFORCED -CONCRETE- IN CHANNEL AND SHELF SHALL BE CLASS C. ALL PRECAST CONCRETE SHALL OBTAIN 4000 PSI 0 28 DAYS. PRECAST BASES SHALL BE FURNISHED NTH CUTOUT OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAXIMUM HOLE SIZE IS 36" FOR 48" CATCH BASIN, 42" FOR 54" CATCH BASIN. MINIMUM DISTANCES BETWEEN HOLES IS 8 FRAME AND GRATE OR RING AND COVER SHAH BE IN ACCORDANCE WITH STANDARD SPE CIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION.RR-F-6210. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT. ALL BASE REINFORCING STEEL SHALL HAVE A MINIMUM 'AELD STRENGTH OF 60,OOOPSI AND BE PLACED IN THE UPPER HALF OF THE BASE WITH 1" MINIMUM CLEARANCE. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE ROUNDED. FOR DETAILS SHOWING FRAME AND GRATE, RING AND COVER SEE STANDARD PLAN D-3 AND D-4. FOR DETAIL SHOWING LADDER, STEPS, HANDRAIL AND TOP SLAB SEE STANDARD PLAN D-6. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST' INTO RISER. JULY 2007 SCALE AS SHOWN 1, RESUj3 JUL 25 2007 BUILDING DEPARTMENT CITY OF EDMONDS UBERUAGA SHORT SUBDIVISION LOT 2 STORM DRAINAGE DETAILS I I &X 903 �7 1 - I mwmm 08/1 "/o� JOB NUMBER 05449.01 SHEET OF ,7W7-65-W -- 0�.