Loading...
APPROVED PLN ENG BLD RESUB1 BLD2022-0448+CIVIL &SITE PLANS+7.5.2022_4.38.35_PM+2970977RECEIVED Apr 12 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0448 Exhibit A - SITE PLAN FIR STREET -;' E �,-m . Au. Tms strwrl atzE e,cisnus. w rReE.s raab5pD FCK kff-"p� Property Owner: Kent M. Scudder Family Trust Property Address: 838 Fir Street Zone: RS-10 Zone _ _ RS_ 10 _ Corner � _X _' Flag Setbacks: Required Proposed Front ' 10/10 : 10/10 Sides S/E Rear Height R aE: rFfDprNT (3ognxr) A465metf f °1 oIJ dbr SIDE s s � I I I w • 0 0 SITE PLAN Total Lot Area: 14,250 SF Lot Coverage: 20.63% Exhibit B - BACKYARD SITE PLAN (Revised:ExB/R1) City Of Edmonds Building Department Work BACKYARD MAKEOVER Address 838 FIR ST Owner SCUDDER Approved Date 7/13/2022 Building Official "Daw..l W. M ofk2u Permit Number BLD2022-0448 I�j � •`;11� � 1 jlt�.� i �-7 I ♦�� I \ \ W 1< \\ 1 IEX. WOOD DECK RESUB Jul 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED ! The following documentation shall be available on PLANS MUST BE APPROVED BY PLANNING ;site for the building inspector: ON JOB SITE ALL WORK SUBJECT ,ah/���//`❑COE l/ ;�'�/ APPROVED ARCHITECTURAL PLAN SET : ❑ COE APPROVED STRUCTURAL PLAN SET TO FIELD INSPECTION FOR ! ❑ COE REVIEWED CALCULATION PACKET CODE COMPLIANCE Jul 15 2022 [-]ENERGY CREDIT WORKSHEET ❑ SITE PLAN OBTAIN ELECTRICAL PERMIT FROM ! ❑CIVIL PLAN STATE LABOR 8 INDUSTRIES : ® SPA INFO CITYBUILDING 2021 PLEASE SEE SITE PLAN NOTES FOR THE CONSTRUCTION AND REQUIREMENTS OFF I EX.GRAvFL PA rw THE SWIM SPA BALK 5L UNG DOOR5 SCUDDER RESOENCE I BACK DOOR �� `-='''1j111111111111111111111111111911111111�IIIIIIIIIIU_! I I �_� ����=..Ia�01111111111uIIIluIIIUIIIIIIIIIIIIIIIIIf�Wlhl R a1 C:1 - C_? C- Gam, a 1 w 1(. (( TCPE a 120,5-/-: ::I • iTr EX. D[UG FIR I EX. DOUG FIR ENGINEERING DIVISION APPROVED. �Aat 07/07/2022 Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or ccurs during the permitted project. OWNEwCONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES, RELOCATIONIREnSION TO ANY UTILITIES MAY REQUIRE A SEPERA rE PERMIT. ?. L_?_ 1 1 `I ROGKERY��\ / TOE s 110.5-/- i TOP O 172.5-/- \� f Spa shall be drained to a sewer clean -out or RELOCATED inside sink. toilet, etc. CORAL BARK MAPLE SCALE: 5 10 20 Uncovered and unenclosed porches, steps, patios, and decks may project into a required setback not more than one-third of the required setback, or four feet, whichever is less; provided, that they are no more than 30 inches above ground level at any point. Property Owner: Kent M. Scudder FamilV Trust SCALE N FEET Please Note: It is unlawful to drain chlorinated water directly on the ground or into any City storm drainage catch basin. Total Lot Area: 14,250 SF Property Address: 838 Fir Street Zone: RS-10 Lot Coverage: 20.63% RESUB BLD2022-0448 Jul 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Exhibit C - SITE AREA EARTHWORK (Revised:ExC/R1) >X. 4' H WCXJU ERAl-t G 4-k V!Kt TNCE t GATE EX. GRAVEL PATH EX. ROCK RETA14% WALL (18"-4'H) X MED FLEDGE LAUREL t BLACKBERRY) 0 5 p ZO SCALE N FEET Total Onsite Excavation Volume (Cubic Yards) 75.7 Total Onsite Fill Volume (Cubic Yards) 52.5 Total Material to be Exported from Site (Cubic Yards) 23.6 Total Material to be Imported to Site (Cubic Yards) 0.0 Total Area Cleared and or Graded (Square Feet) 1,600± Property Owner: Kent M. Scudder Family Trust Total Lot Area: 14,250 SF Property Address: 838 Fir Street Zone: RS-10 Lot Coverage: 20.63% RESUB BLD2022-0448 Jul 05 2022 CITY OFLOPM ETSERVI SCUDDERS' BACKYARD PROJECT DEVELOPMENT SERVICES DEPARTMENT ADDENDUM B - SOIL CUT/FILL CALCULATIONS Area Type Mean Ht. Calculation Volume (cu.vds.) 1 Cut 3.00 (((13+20)/2)*10) * M.H./27 18.3 2 Cut 2.00 (((6+13)/2)*10) * M.H./27 7.0 3 Cut 1.00 (((6+1)/2)*10) * M.H./27 1.3 4 Cut Vault (165*304*44)/46656 47.3 Width: Spa: 93 Crawl Space: 48 Walls +Margin: 24 165 inches Length: Spa: 220 Crawl Space w/ door: 36 Crawl Space: 24 Walls +Margin: 24 304 inches Depth: Spa: 28 Slab: 6 Sub -base: 10 44 inches 5 Fill -2.00 5*23.5*2 8.7 6 Fill -3.00 6.5*18*3 13.0 7 Fill -4.00 5.75*18*4 11.2 8 Fill -5.00 8*13*5 19.3 Totals - Cut: 74.0 Cu.Yds. Fill: 52.2 Cu.Yds. Net Removed: 21.8 Cu.Yds. Property Owner: Kent M. Scudder Family Trust Total Lot Area: 14,250 SF Property Address: 838 Fir St, Edmonds, WA Lot Coverage: 20.63% Zone: RS-10 Page: 1 of RESUB Jul 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0448 SCUDDERS' BACKYARD PROJECT I_ I D ►I1i11 fl, ", '9LePR Area Type Location Calculation Status Area (square feet) A Existing deck landing 6.0 x 4.0 Replaced 24.0 B Existing laundry room landing 4.0 x 5.0 Replaced 20.0 1 After Spa East 25.0 x 28.0 New 700.0 2 After Spa West 10.0 x 23.5 New 235.0 3 After Patio area 13.0 x 17.5 New 227.5 Totals - Existing: 44.0 SF New or Reolaced 1.162.5 SF Net Impervious Surface Area Added: 1,118.5 SF Property Owner: Kent M. Scudder Family Trust Total Lot Area: Property Address: 838 Fir St, Edmonds, WA Lot Coverage: Zone: RS-10 Page: 14,250 SF Lu.03 70 1of1 RESUB BLD2022-0448 Jul 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ADDENDUM A - SITE PLAN NOTES 1. Rock Wall, Soils and Alpine Rockery a. The existing rock wall located near the east boundary of the property has reported Toe and Top elevations of 120.5± and 123.5±, respectively (See Exhibit A -Site Plan). As the rock wall extends southerly into the backyard area it deflects in a westward direction and slopes downward over the remaining 46 feet until the top height is at grade. Only the rock wall that deflects away from the boundary with the dirt alley (along the east boundary of the property) will be modified. The rock wall adjacent to the dirt alley will not be modified or moved from its current location. b. The rock retaining wall in backyard will be relocated as shown in Exhibit B-R1 (Backyard Site Plan -Revised) to provide expanded backyard patio area. This will require the excavation of approximately 28.4 cubic yards of soil all of which will be utilized in the regrading of the patio and alpine rockery areas at the west end of the backyard project area. Additional rock may be required to complete this portion of the relocated rock retaining wall as the length of the wall will be approximately 20 feet longer due to the alteration in the walls conformation. c. The proposed swim spa installation will require excavating a 13.75' x 25.3' rectangular area to a depth of 3.6' in order to partially recess the swim spa in a subterranean vault. the ground. Approximately 47 cubic yards of soil will be cut for the swim spa vault with the majority of the soil being used on site for the regrading of the patio area and the westerly adjacent alpine rockery. d. Existing boulders near the west side of the backyard patio will be rearranged as alpine boulder outcroppings on a regraded slope. e. Temporary erosion and sediment control (TESC) measures will be installed and maintained according to approved plans and consistent with the City of Edmonds standard details. f. All areas subject to clearing and grading that have not been covered by impervious surface, incorporated into a drainage facility or engineered as structural fill or slope shall, at project completion, are to be compost amended in accordance with the guidance of the 2019 Stormwater Management Manual for Western Washington, Volume V - Chapter 11, BMP T5.13. g. All healthy existing plants will be worked into the design or moved to another location on site. Mulch will be spread in all plant beds following new plantings. Property Owner: Kent M. Scudder Family Trust Property Address: 838 Fir Street, Edmonds, WA Total Lot Area: 14,250 SF Lot Coverage: 20.63% Zone: RS-10 Page: 1 of 3 RESUB Jul 05 2022 2. Swim Spa CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT a. Anew Hydropool 19-foot Executive Trainer Swim Spa (Model SSI9EXET), measuring 220 inches in length, 93 inches in width, and 53 inches deep, and having a volume of 2,485 gallons, will be delivered by Aqua Quip and installed within new backyard patio area, following manufacture's installation guidelines. b. A new poured concrete 4-walled "vault" and 6-inch concrete base over a 8-10 inch gravel sub -base will be constructed such that the Swim Spa will be partially recessed in ground, leaving 24 inches of Swim Spa exposed above ground, and providing at least two feet of clearance on all sides of spa, and approximately three feet of clearance at equipment end of spa creating an accessible crawl space around Swim Spa (see Exhibits E, F and G) in compliance with ISPSC 2018, Chapter 10, 1001.6 Access. A gravel drain and sump pump with float will be installed at equipment end of Swim Spa, per Manufacturer's Installation Guidelines, to provide appropriate drainage within "vault". Insulation of "vault" walls will be installed per Manufacture's Installation Guidelines. c. The Swim Spa will be installed per Manufacturer's recommendations and in accordance with the International Swimming Pool and Spa Code (ISPSC-2018) for portable residential spas and exercise spas (see 2018 ISPSC, Chapter 10, Section 1001.5 Installation). d. The Manufacturer warrants that the Hydropool Model SS19EXET Swim Spa complies with requirements set forth by the American National Standard Institute for Portable Electric Spa Energy Efficiency (ANSI/APSP/ICC-14 2014), and is congruent with the 2018 Washington State Energy Code, R403.11 for portable spas. Further, the Manufacturer warrants that the portable exercise spa is listed and labeled in compliance with UL 1563 or CSA C22.2 No 218.1 e. The Swim Spa will have a lockable, hard -surface, spa cover that will be utilized when Swim Spa is not in use. The lockable cover design complies with the Barrier Requirements of ASTM F1346, in accordance with ISPSC 2018, Chapter 3, 305.1 Barriers, which is adopted without amendment by the Swimming Pool and Spa Code 2018 of Washington State. f. Final above -ground height of concrete vault will be approximately 22 inches, and will provide clearance for construction of new surrounding spa deck, such that final deck surface is immediately below lip of swim spa. Exterior surface of above -ground concrete "vault" wall will be sand -blasted for enhanced aesthetic. g. New decking will be constructed around perimeter of Swim Spa per Manufacturer's Installation Guidelines to cover crawl space. A trap door within the new deck at the equipment end of Swim Spa will be constructed to provide access to spa equipment Property Owner: Kent M. Scudder Family Trust Total Lot Area: 14,250 SF Property Address: 838 Fir Street, Edmonds, WA Lot Coverage: 20.63% Zone: RS-10 Page: 2 of 3 RESUB Jul 05 2022 below, per Manufacturer's Installation Guidelines. Decking will be exterior corn�rxsiNDs DEVELOP SERVICES deck material manufactured by Cali Bamboo LLC. DEPARTMENT 3. Hardscape a. Existing aggregate concrete landings at the east end of the deck (24 square feet, SF) and the laundry room door (20 SF) will be removed. A new backyard patio (total area approximately 1,163± SF, gravel base, sand -set) will be installed at level 7" below existing back deck. Final paver selection ( size, pattern, color, border) will be determined by Owner prior to constructions b. New Bluestone steps (total 6± steps, 5-7" rise, back-to-back) will be installed near NW corner of new backyard patio in place of the existing natural stone steps to maintain the connection between the backyard patio and adjacent paths along the west side of the residence. c. A new bluestone riser ( 4' L x 10" N x 7" rise) will be installed at back door. 4. Other Items a. Existing irrigation system within backyard will be assessed and re -designed as needed to aid in low maintenance and efficient utilization of water. b. Low voltage, outdoor lighting will be installed which will include wall lighting of rock retaining wall, stairway lighting on new bluestone steps, and up -lighting of relocated coral bark maple. c. New cedar fencing will replace the chain link fencing in the patio area to enhance privacy. Property Owner: Kent M. Scudder Family Trust Total Lot Area: 14,250 SF Property Address: 838 Fir Street, Edmonds, WA Lot Coverage: 20.63% Zone: RS-10 Page: 3 of 3