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APPROVED RESUB 1-BLD2023-0401+Transportation_Impact_Form+7.19.2023_1.05.07_PM+3675175.0C_ 1 R9v PERMITTING & DEVELOPMENT ENGINEERING DIVISION 121 5th Avenue N P: 425.771.0220 www.edmondswa.gov Name of Proposed Project: APPENDIX A Page 1 of 2 Transportation Impact Analysis Worksheet RESUB Jul 19 2023 Cl OF EDMONDS DEVELOPMENT SERVICES Shen -Federman Owner/Applicant Applicant Contact Person: Bernard Shen & Catherine Federman Patricia Brennan Architects Name Name 417 NW 132nd Street 4515C Bagley Avenue North Street/Mailing Address Street/Mailing Address Seattle WA 98177 Seattle WA City State Zip City State Telephone: (206) 954-0855 Telephone: (206) 328-2886 Traffic Engineer who prepared the Traffic Impact Analysis (if applicable): N/A Firm Name Contact Name Telephone: E-mail: 1. PROJECT DESCRIPTION a. Location - Street address: 23310 Humber Lane Edmonds, WA 98020 b. Specify existing land use: 98103 Zip (Attach a vicinity map and site plan.) Single Family home c. Specify proposed type and size of development: Single family home (1 unit) (# of residential units and/or square footage of building) d. Date construction will begin and be completed: August 2023/August 2024 e. Define proposed access locations: Humber Lane. Apron moves north f Define proposed sight distance at site egress locations: Down Humber lane North and South Very good sight distance HANDOUT UPDATED 05.09.2023 APPENDIX A Page 2 of 2 2. MITIGATION RECOMMENDATIONS State recommended measures and fees required to mitigate project specific traffic impacts. Traffic impact fee shall be calculated from the attached Impact Fee Rate Tables and as identified in ECDC 3.36.125, except as otherwise provided for independent fee calculations in ECDC 3.36.130. Check the applicable box below and calculate the fees as necessary: © NO CHANGE ❑ CHANGE IN USE Fee for prior use shall be based on fee established at the time the prior use was permitted. If the previous use was permitted prior to the adoption of Ordinance 3516 (effective date: 09/12/04), the 2004 impact fee rate shall be used. ITE Land Use Category Per Unit Fee Rate New Use $ Prior Use $ Units in square feet, Use Fee # of dwelling, etc. X = $ X = $ New Use Fee: $ - Prior Use Fee: $ = FEE DUE: $ ' ❑ NEW DEVELOPMENT Per Unit Fee ITE Land Use Category Rate F'New Use $ ❑ INDEPENDENT FEE CALCULATION Units in square feet, # of dwelling, vfb, etc. X Impact/Mitigation Fee: 1 $ Independent Review Fee: $296.00 (+ peer review fee) 1 $ Joel n*i e/ Z ctta4 FEE DUE FEE DUE August 22, 2023 City of Edmonds, Engineering Division Approval Date ' No impact fees will be due, nor will a credit be given, for an impact fee calculation resulting in a net negative. HANDOUT UPDATED 05.09.2023 2017-2019 - Impact Fee Rate Table Fee 2017 2018 2019 and beyond ITE Land Use Code - Description Calculation (w/ $2,543.01 (w/ $4,036.61 (w/ $5,530.21 cost per trip)* cost per tri )* cost er trip)* 110 - Light Industrial per sq. foot $3.64 $5.77 $7.91 140 - Manufacturing per sq. foot $2.72 $4.32 $5.92 151 - Mini -warehouse per sq. foot $0.97 $1.54 $2.10 210 - Single-family house per duwet ling $2,873.60 $4,561.37 $6,249.14 ni 220 - Apartment per duwetling $1,881.83 $2,987.09 $4,092.36 ni 230 - Condominium per dlwetling $1,525.81 $2,421.97 $3,318.13 ni 240 - Mobile home per duwetling $1,627.53 $2,583.43 $3,539.33 ni 251 - Senior Housing per dlwetling $584.89 $928.42 $1,271.95 ni 320 - Motel per room $1,525.81 $2,421.97 $3,318.13 420 - Marina per boat berth $457.74 $726.59 $995.44 444 - Movie theater per screens $31,905.90 $50,645.37 $69,384.85 492 - Health/fitness club per sq. foot $6.74 $10.98 $14.66 530 - High school per sq. foot $1.98 $3.15 $4.31 560 - Church per sq. foot $1.68 $2.67 $3.65 565 - Day care center per sq. foot $15.77 $25.02 $34.29 620 - Nursing home per bed $483.17 $766.96 $1,050.74 710 - General office per sq. foot $5.01 $7.95 $10.89 720 - Medical office per sq. foot $9.54 $15.14 $20.74 820 - Shopping center per sq. foot $3.26 $5.17 $7.08 826 - Specialty retail per sq. foot $2.06 $3.27 $4.48 850 - Supermarket per sq. foot $10.50 $16.84 $22.84 850 - Convenience market 15-16hrs per sq. foot $14.07 $22.38 $30.58 912 - Drive-in bank per sq. foot $15.97 $25.41 $34.73 932 - Restaurant: sit-down per sq. foot $10.04 $15.95 $21.84 933 - Fast food, no drive -up per sq. foot $22.28 $35.36 $48.44 934 - Fast food with drive -up per sq. foot $26.24 $41.66 $57.07 936 - Coffee/donut shop, no drive- per sq. foot $13.88 $22.04 $30.19 u 938 - Coffee/donut shop, drive -up, per sq. foot $25.56 $40.37 $55.58 no indoor seating per vehicle 945 - Gas station with convenience fueling $6,916.99 $10,979.58 $15,042.18 position EFFECTIVE EFFECTIVE EFFECTIVE 1/1/2017 1/1/2018 1/1/2019 *Note: ITE Trip Generation (9t' Edition) _> 4pm-6pm PM Peak Hour Trip Ends HANDOUT UPDATED 05.09.2023 2009 - Impact Fee Rate Table Edmonds Streets and Roads Impact fee Rate Study TABLE 4 IMPACT FEE RATES (1) (2) (3) (4) (5) (6) Trip ITE ITE Land Use Trip 16 New Length Net New Trips per knpact Fee Per Unit C� Code Category Ratec Trips' Factor' Unit of Measure $1 049.41 per trip 110 Light Industrial 0.97 100% 1.47 1.43 1,000 sq ft 1.50 per square foot 140 Manufacturing 0.73 100% 1.47 1.07 1,000 sq ft 1.12 per square foot 151 Mini -warehouse 0.26 100% 1.47 0.38 1,000 sq ft 0.40 per square foot 210 Single family House 1.01 100% 1.13 1.14 dwelling 1.196.33 per dwelling unit 220 Apartment 0.62 1 100% 1.20 0.74 dwelling 776.56 per dwelling unit 230 Condominium 0.52 100% 1.15 0.60 dwelling 629.65 per dwelling unit 240 Mobile Home 0.59 100% 1.09 0.64 dwelling 671.62 per dwelling unit 251 Senior Housing 0.16 100% 0.93 0.15 dwelling 157.41 per dwelling unit 320 Motel 0.47 100% 1.27 0.60 room 629.65 per room 420 Manna 0.19 100% 0.97 0.18 berth 188.89 per boat berth 444 Movie Theater 3.80 85% 0.73 2.36 1,000 sq ft 2.48 per square foot 492 Health/Fitnes Club 3.53 75% 1.00 2.65 1,000 sq ft 2.78 per square foot__ 530 High School 0.97 80% 1.00 0.78 1,000 sq ft 0.82 per square foot 560 Church 0.55 100% 1.20 O.G6 1,000 sq ft 0.69 per square foot 565 D2Y Care Center 12.46 75% 0.67 6.26 1,000 sq ft 6.57 per sqivare loot 620 Nursing Home 0.22 100% 0.87 0.19 bed 199.39 per bed 710 General Office 1.49 90% 1.47 1.97 1,000 sq ft 2.07 per square toot 720 Medical Office 3.46 75% 1.40 3.63 1,000 sq ft 3.81 per "rare foot 814 Specialty Retail 2.71 55% 0.60 0.89 1,000 sq It. 0.93 per square foot 820 Shopping Center 3.73 65% 0.53 1 28 1,000 sq ft 1.34 per square foot 850 Supermarket 10.50 65% O.G7 4.57 1 000 ft 4.80 per square foot 852 Convenience mkt 34.57 40% 0.40 5.53 1,000 sq ft 5.80 per square foot 15-16 lours 912 Onve-in bank 25.82 55% 0.47 6.67 1,000 sq ft 7.00 per square foot 932 Restaurant: sit- down 11.15 55% 0.73 4.48 1,000 sq ft 4.70 per square foot 933 Fast food, no 0.67 26.15 50% _ 8.76 1.000 sq ft 9.19 per square foot drive -up 934 Fast food, w/ 33.84 51 % 0.62 10.70 1,000 sq ft 11.23 per square foot drive up 936 Coffee/Donut 40.75 20% 0.67 5.46 1,000 sq ft 5.73 per square foot Shop. no drive -up 938 Coffee/Donut 75.00 20% 0.67 10.05 1,000 sq `t 10.55 per square foot Shop, drive -up, no indoor seating 945 Gas station 13.38 45% 0.53 3.19 vtp 3,347.G2 per v1p, w/convervence a ITE Trip Genoration (8th Edrtion): 4-6 PM Peak Hour Trip Ends Excludes poss-by frips: see 'Trip Generation Handbook: An ITE Proposed Recommended Practice' (1988) • Ratio to average trip length. s vfp: vehiclo fueing position Hendorson, City of Edmonds. Woshinglon Young 8. October 29, 2009 Company EFFECTIVE 5/1/2010 Poge 21 HANDOUT UPDATED 05.09.2023 2004 - Impact Fee Rate Table c OrnomJs Rood Impact i <„ - R(Yc- Sfudy TABLE 4 IMPACT FEE RATES (1) (2) (3) (4) (5) (6) Trip ITE ITE Land Use Trip % New Length Net New Trips per Impact Fee Per Unit P S Code Category Rate' Trips' Factor' Unit of Measure 763.66 per Trip 110 Light Industrial 0.98 100% 1.59 1.56 1,000 sq ft 1.19 per square foot 140 Manufacturing 0.74 100% 1.59 1.18 1,000 sq ft 0.90 per square foot 151 Mini -warehouse 0.26 100% 1.59 0.41 1,000 sq ft 0.32 per square foot 210 Single family 1.01 100% 1.09 1.10 dwelling 840.72 per dwelling unit House 1 220 Apalment 0.62 100% 1.15 0.71 dwelling 544.49 per dwelling unit 230 Condominium 0.54 100% 1.15 0.62 dwelling 474.24 per dwelling unit 240 Mobile Home 0.56 100% 1.09 0.61 dwelling 466.14 per dwelling unit 310 Hotel 0.61 100% 1.25 0.76 room 582.29 per room 320 Motel 0.47 100% 1.25 0.59 room 448.65 per room 420 Marina 0.19 100% 0.97 0.18 berth 140.74 per boat berth 430 Golf course 0.30 100% 1.00 0.30 acre 229.10 per acre 444 Movie Theater 3.80 100% 0.72 2.74 1,000 sq ft 1.36 per square foot 492 Racquet club 1.83 100% 0.97 1.78 1,000 sq ft 3.58 per square foot 530 High School 1.02 100% 0.62 0.63 1,000 sq ft 0.48 per square foot 560 Church 0.66 100% 1.15 0.76 1,000 sq ft 0.58 per square foot 610 Hosoital 0.92 100% 1.56 1.44 1,000 sq ft 1.10 per square foot 620 Nursing home 0.20 100% 0.87 0.17 bed 132.88 per bed 710 General Office 1.49 100% 1.59 2.37 1 000 sq ft 1.81 ler square foot 720 Mecical office 3.66 100% 1.50 5.49 1,000 sq ft 4.19 per square foot 820 Shoaping Center 3.74 81% 0.40 1.21 1,000 sq ft 0.93 per square foot 832 Restaurant: sit- 10.86 56% 1.06 6.45 1,000 sq it 4.9Z per square foot dov�n 833 Fast food, no 26.15 52% 0.62 8.43 1,000 sq ft 6.44 per square foot drioe-up 834 Fasrw food, w/ 33.48 51% 0.62 10.59 1,000 sq ft 8.08 per square foot drioe-up 844 Gas station 14.SG 60% 0.53 4.63 Pump 3 53S.82 per of 845 Gas station 13.38 47% 0.53 3.33 pump 2,545.26 per vfp' w/convenience 850 Supermarket 11.51 55% 0.65 4.11 1,000 sq ft 3.14 per square foot 851 Convenience 53.73 39% 0.40 8.38 1,000 sq ft 6.40 per square foot market-24 In 912 Dri%e-in Bank 54.77 S 1 % 0.47 1 13.13 1,000 sq ft 10.03 per square foot 2 ITE Trip Generation (6th Edition): 4-6 PM Peak Hour Trip Ends ' Excludes pass -by trips. see 'Trip Generation Handbook: An ITE Proposed Recommended Practice' (1988) ' Ratic to average trip length. ° vfp: vehicle fueling positron Henderson. Yount & Company EFFECTIVE 9/12/2004 City of Edmands, Washington April 15. 2003 Pogo 18 HANDOUT UPDATED 05.09.2023 BUILDING CODE COMPLIANCE ENERGY NOTES ENERGY NOTES (CONT'D) GENERAL NOTES PROJECT INFORMATION CITY OF EDMONDS ADOPTED CODES IBC 2018 - INTERNATIONAL BUILDING CODE IRC 2018 - INTERNATIONAL RESIDENTIAL CODE IMC 2018 - INTERNATIONAL MECHANICAL CODE UPC 2018 - UNIFORM PLUMBING CODE IFC 2018 - INTERNATIONAL FIRE CODE 2018 WASHINGTON STATE ENERGY CODE WSDOT STANDARD SPECIFICATIONS EDMONDS COMMUNITY DEVELOPMENT CODE (ECDC) ZONING ANALYSIS ZONING ANALYSIS IN RS-8 ZONE: SETBACKS PER ECDC 16.20.030 MINIMUM LU I HPfCH: O,000 Or - FRONT YARD: 25'-0" MIN SIDE YARD: 7'- 6" MIN REAR YARD: 15'-0" MIN BUILDING HEIGHT MAXIMUM: 25'-0" MAXIMUM LOT COVERAGE: 35% PER ECDC 24.90.020 "COVERAGE DEFINITION" TOTAL GROUND COVERAGE OF ALL BUILDINGS OR STRUCTURES MEASURED FROM THE OUTSIDE OF EXTERNAL WALLS OR SUPPORTING MEMBERS FROM A POINT TWO AND ONE-HALF FEET IN FROM THE OUTSIDE EDGE OF A CANTILEVERED ROOF, WHICHEVER COVERS THE GREATEST AREA LOT AREA = 12,600 S.F. 35% OF 12,600 S.F. = 4,410 S.F. 4,410 S.F. ALLOWABLE LOT COVERAGE 2,963 S.F. PROPOSED LOT COVERAGE ZONING ANALYSIS (CONT-D) PROPOSED IMPERVIOUS SURFACE COVERAGE CONSTRUCTION TO FOLLOW 2018 WASHINGTON STATE 7. ENERGY CREDITS: HOUSE W/ATTACHED GARAGE, ROOF RESIDENTIAL ENERGY CODE. PER WSEC TABLES 406.2 &406.3 ADDITIONS TO EXISTING OVERHANGS, 5'X18' ENTRY COVER, PRESCRIPTIVE OPTION FOR GROUP R OCCUPANCY FROM BUILDING THAT ARE MORE THAN 500 SF BUT LESS THAN 4'X32' COVER @WEST FACADE 3,094 S.F. TABLE 402.1.1 AND SECTION R503 FOR RESIDENTIAL 5,000 SF OF HEATED FLOOR AREA REQUIRE 6.0 CREDITS. ALTERATIONS AS FOLLOWS: INCORPORATE THE FOLLOWING ENERGY CREDITS FROM UNCOVERED CONCRETE WALKWAYS 779 S.F. 1. BUILDING ENVELOPE: TABLES 406.2 & 406.3 OF THE 2018 WASHINGTON STATE - INSULATION: ENERGY CODE: DRIVEWAY 598 S.F. CEILINGSNAULTED: R-38 • CEILINGS/NON-VAULTED: R-49 (2.4) AIR LEAKAGE CONTROL & TOTAL 4,471 S.F. NEW EXTERIOR WALLS: R-21 EFFICIENT VENTILATION (2.0 CREDITS) • FLOORS: R-30 PROVIDE FANTECH HERO 120H - GLAZING: HRV W/CONTROLLER PROVIDE THE FOLLOWING U-VALUES: FRESH AIR APPLIANCE BUILDING HEIGHT CALCULATIONS: MAX U-VALUE, VERTICAL .30 MODEL #99400 A = +362' 3. REPLACEMENT FENESTRATION: B = +363' PER WSEC R503.1.1.1 WHERE SOME OR ALL OF AN EXISTING (3.1) HIGH EFFICIENCY HVAC EQUIPMENT (1.0 CREDITS) C = +362' FENESTRATION UNIT IS REPLACED WITH A NEW MITSUBISHI AIR HANDLER HEAT PUMP D = +363' FENESTRATION PRODUCT, INCLUDING SASH AND GLAZING, P-SERIES / PVA-A36AA7 & PUZ-A36NKA7(-BS) TOTAL = 1450 THE REPLACEMENT FENESTRATION UNIT SHALL MEET THE AVERAGE GRADE = 362.5' (1450 / 4) APPLICABLE REQUIREMENTS FOR U-FACTOR AND SHGC IN (5.3) EFFICIENT WATER HEATING (1.0 CREDITS) ACTUAL = 387.36' TABLE R402.1.1. PROVIDE VIESMANN VITOCELL 300-V / MAXIMUM = 387.5' 4. LIGHTING: ENERGY STAR RATED UEF OF 0.91 AND (AVERAGE GRADE + 25') PER 2018 WSEC R404.1, NOT LESS THAN 90% OF LAMPS PROVIDE GAS BOILER PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE VIESMANN VITODENS 200-W / • PRIOR TO CONSTRUCTION THE SURVEYOR SHALL HIGH -EFFICACY LAMPS. EXCEPTION: ALTERATIONS THAT ENERGY STAR RATED AFUE 90% ESTABLISH AVERAGE GRADE AS SPECIFIED IN REPLACE LESS THAN 50 PERCENT OF THE LUMINAIRES IN A ECDC 21.105.010, AND SHALL ESTABLISH A SPACE, PROVIDED THAT SUCH ALTERATIONS DO NOT (6.1) RENEWABLE ELECTRIC ENERGY (2.0 CREDITS) REFERENCE DATUM POINT THAT WILL BE INCREASE THE INSTALLED INTERIOR LIGHTING POWER. PROVIDE 2400 KWH SOLAR VOLTAIC UNDISTURBED AND CAN BE FREELY ACCESSED. BUILDING AIR LEAKAGE: ENERGY PANELS • THE SURVEYOR SHALL LOCATE THE ELEVATION 5. PER WSEC R402: AIR LEAKAGE SHALL NOT EXCEED OF THE FIRST FLOOR PRIOR TO THE CITY 4 AIR CHANGES/HOUR AND SHALL BE TESTED AS SUCH. A UNDER -FLOOR INSPECTION. WRITTEN REPORT OF THE AIR LEAKAGE TEST RESULTS, • A FINAL LETTER OF HEIGHT CONFIRMATION SHALL SHALL BE SIGNED BY THE TESTING PARTY AND PROVIDED BE PROVIDED PRIOR TO FRAMING INSPECTION. TO THE BUILDING INSPECTOR PRIOR TO CALL FOR FINAL I -- - - - --I -- i +354� / 1 -- -❑- --- ---F❑ _❑ a ❑ �_F - - - - -- M / ,-2„ T f 401 / \ \ � r I i I EXIST. / Ni I BLOCK WALL 4'-0" DECK 15'-0" MIN / REAR YARD SETBACK OVER 14'-0" PER ECDC 16.20.030 Y PERVIOUS w DECK EXIST. o 00 DECOMMISSIONEIJ -1 LO 0 WALL EXIST. 36" TALy o RETAINING W/ LL L U IM Ili rn v li i � II I i I EXISTING ` / I SINGLE FAMILY RESIDENCE I I I co 11 0' TO BE DEMOLISHED L0 cn CD i° (D RAMP I I I I 1 co DN 8" 12"l II � 2'-0" O.H. I � i i lip / 151 7" 16-2 3/4" 00 II I I 57-3" - _ : - 00 N I M LO r EXIST. N I I EXIST. co � I SHED TO BE REMOVED SHED TO \ I I BE DEMOLISHED I I N LJ -------- L - - - - - - - J � I T +355� SITE PLAN INSPECTION. 6. UNDERCUT INTERIOR DOORS TO A MINIMUM OF 1/2" ABOVE THE SURFACE OF THE FINISH FLOOR COVERING TO ALLOW FOR AIR MOVEMENT. FE - 140.00' EXIST. SIDE SEWER - +365' - EASEMENT -❑-❑ ❑❑-❑ RECORDING #: ❑ - 2015338 - -- - - - - - - - - - - - - HEAT PUMP COMPRESSOR 7'-6" MIN SIDE YARD MAX 55 dBA PER SETBACK PER WN ECDC 5.30.040 ECDC 16.20.030 co 52' 2" - - - 30'-7 3/4" i2' - - - - - - - T-0" O.H. B +363' I o I _ _ J T.O. GARAGE SLAB ELEVATION = 363.11' LINEAR DRAIN I r=� I 01 I I I I I I I I I NEW (2) STORY SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE G 23310 HUMBER LANE II I LEVEL ONE FF ELEVATION = 363.23' T.O. ROOF ELEVATION = 387.20' I I � I I M I I I I I I III I I I I I i MI L N I I � M I I� I I +362' I L-- ---------- - - - - - - - -- 42'-8" ENTRY COVER NORTH 1 /8" = 1 ,-0" 7'-6" MIN SIDE YARD SETBACK PER ECDC 16.20.030 R = 140.00' I I I I I I I I I I I I I I 3'-0" O.H. FOUNDATI6 WALLS @GRADE D+ 25 -0 I N FRONT YAR SETBACK PER ECDC 16.20.030 DRIVEWAY N (GRASS-CRETE) it SLOPE DRIVEWAY, MAX 14% II I co N cY) 2N N 40'-1 1 /4" i i i I i i i i i i '_0 LOT SLOPE / 2 1. CONTRACTOR SHALL VERIFY ALL EXISTING SITE DIMENSIONS, PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS MUST BE VERIFIED. 2. CONSTRUCTION TO FOLLOW BUILDING ENVELOPE COMPLIANCE METHOD: PRESCRIPTIVE OPTION III FOR GROUP R OCCUPANCY 3. ALL WOOD EXPOSED TO WEATHER, SUCH AS DECKS, RAILINGS, JOISTS, POSTS TO BE APPROVED PRESSURE -PRESERVATIVE- TREATED WOOD OR APPROVED WOOD OF NATURAL DECAY RESISTANCE PER IRC R317. 4. PROVIDE FIREBLOCKING, DRAFTSTOPS AND FIRESTOPS PER THE 2018 INTERNATIONAL RESIDENTIAL CODE R302.11 AND R302.12. 5. PROTECT INTERIOR MATERIALS ON SITE PRIOR TO INSTALLATION, COVER AS NECESSARY. 6. TEST MOISTURE LEVEL IN FRAMING PRIOR TO INSULATION & SHEET ROCK. 7. NO WOOD TO CONCRETE CONNECTIONS EXCEPT PRESSURE TREATED PLATES. 8. SEAL ALL PLUMBING, ELECTRICAL, AND OTHER PENETRATIONS OF WALLS AND FLOORS, AND SEAL JOINTS. 9. SEAL EXTERNAL CRACKS, JOINTS, ETC. W/CAULKING AND INSTALL PEST PROOF SCREENS. 10. VERIFY SMOKE DETECTOR AND/OR /CARBON MONOXIDE DETECTORS ARE LOCATED IN EACH SLEEPING ROOM, OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, AND ON EACH STORY OF THE DWELLING PER IRC R314.2.2 AND IRC R315.2.2. 11. DRYER TO VENT DIRECTLY TO OUTSIDE W/MAX.VENT LENGTH OF 25' AND MAX. TWO 90 DEGREE ELBOWS. 12. PROVIDE PRESSURE REDUCING VALVE & MAIN WATER SHUT-OFF ON WATER SUPPLY LINE. 30'-0" M I N PER SHERWOOD VILLAGE COVENANT mom I / I / I / DRIVEWAY R.O.W. (ASPHALT) CONSTRUCT / / PER CITY OF EDMONDS STANDARD DETAIL TR-546 / / / I/ / / i I / I 6"DBH, 6'DLR KATSURA/ TO BE RETAINED co I 6"DBH, 6'DLR 0 1. CHERRY PLUM / 15 TO BE RETAINED +365' DATUM POINT +366.74' TOP OF SS MANHOLE COVER OWNERS: BERNARD SHEN & CATHERINE FEDERMAN PROJECT ADDRESS: 23310 HUMBER LANE EDMONDS, WA 98020 LAND USE ZONE RS-8 ASSESSOR'S PARCEL NUMBER: 00571300101000 LEGAL DESCRIPTION: SHERWOOD VILLAGE BILK 001 D-00 - TR 10 OCCUPANCY GROUP: R3 TYPE OF CONSTRUCTION: V-B CONTRACTOR: DLH INC. 44021 SE TANNER RD STE A NORTH BEND, WA 98045-8840 LICENSE #: DLHIN`*072B5 CONTACT: JASON HOLUB PHONE: (425) 888-1853 VICINITY PLAN J SITE NOTTINGHAM RD �E SHEET INDEX SITE 1 SITE PLAN, PROJECT INFORMATION, ZONING NOTES, VICINITY PLAN SURVEY SITE SURVEY C1.0 EROSION CONTROL PLAN C1.2 TESC DETAILS C2.0 DRAINAGE / BMP PLAN Al FOUNDATION PLAN, CRAWLSPACE CALCULATIONS A2 LEVEL ONE PLAN, DOOR SCHEDULE A3 LEVEL TWO PLAN, DOOR SCHEDULE A4 ROOF PLAN, ROOF VENTILATION CALCULATIONS A5 EAST & SOUTH ELEVATIONS A6 WEST & NORTH ELEVATIONS A7 WINDOW SCHEDULE w A8 SECTIONS A & B A9 SECTIONS E & F In A10 CONSTRUCTION DETAILS w All CONSTRUCTION DETAILS m Al2 SIDING AND DOOR/WINDOW TRIM DETAILS A13 WINDOW & DOOR INSTALLATION DETAILS A14 LEVEL ONE DECK AND AWNING PLANS A15 LEVEL TWO DECK PLANS A16 EXTERIOR RAILING ELEVATIONS S1.0 - S2.2 STRUCTURAL DRAWINGS & DETAILS KEY N L B Al - BUILDING SECTION 2 SECTION DETAIL *ALL DIMENSIONS ARE TO N FACE OF FINISH UNLESS NOTED OTHERWISE N 5 REGISTERED ARCHITECT PATRICIA LYNN BRENNAN STATE OF WASHINGTON Patricia Brennan A R C H I T E C T S 4515C Bagley Avenue North Seattle Washington 98103 Phone 206.328.2886 Tax 206.328.2981 Date: 06/20/2023 PERMIT SUBMITTAL Date: 03/23/2023 Shen -Federman Residence SITE 23310 Humber Lane Edmonds, WA 98020