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HomeMy WebLinkAboutP_Site Plan_241007_v1PACIFICHOMESOURCELLC 4001 72nd St E Tacoma, WA 98443 PH: 253-328-6001 www.pacifichomesource.com info@pacifichomesource.com 5424 NE 10th StRenton, WA 98059913.707.0865Parcel # - 1023059365Tristan BullDisclaimers:--These plans are exclusive property of Pacific Home Source LLC (PHS) and may not be sold to any person orbusiness without expressed written consent of PHS. These plans are for one (1) time use only for PHS'scustomer - Tristan Bull and to be built on the customer's site at: 5424 NE 10th St in Renton, WA 98059.--NOTICE: DO NOT SCALE -The written dimensions on this plan supersede any scaled measurements.--Copyright notice: these plans are copyrighted and are subject to copyright protection as an "architectural work"under sec. 102 of the copyright act, 17 USC as amended December 1990. The protection includes but is notlimited to the overall form as well as the arrangement and composition of spaces and elements of design. Undersuch protection, any unauthorized use of these plans, the design in whole or part, can legally result in monetarycompensation to PHS. Written permission must be obtained and granted prior to any use and/or design changesto these plans.PHS Job #: 24.009 Layout Sheet # Printed On: 09/04/24 11:22 AM Designer Information R# Initials Date 1 REN 05.07.24 2 REN 06.27.24 3 X DATE 4 X DATE 5 X DATE P / L SB / L SD F P W / L S / W Vicinity Map ~ N.T.S. PARCEL NUMBER: 1023059365 OWNER / CLIENT NAME:Tristan Bull PROJECT ADDRESS:5424 NE 10th St Renton, WA 98059 JURISDICTION:Renton LOT SIZE: 54,885 S.F. BUILDING AREA EXISTING : 3,240 S.F. SECT/TOWN/RANGE: Section 10 Township 23 Range 05 Quarter NE LEGAL DESCRIPTION: W 1/2 OF S 10 AC OF NE 1/4 OF NE 1/4 LESS W 478 FT LESS S 30 FT SITE COVERAGE LEGEND SITE INFORMATION EXISTING STRUCTURE CONCRETE GREEN (OPEN) SPACE ROAD WATER LOT SIZE: 54,885 SQ.FT. EXISTING DRIVEWAY: 3,115 SQ.FT. EXISTING STRUCTURE: 3,240 SQ.FT. EXISTING IMPERVIOUS TOTAL: 6,355 SQ.FT.6,355 SQ.FT. PROPOSED IMPERVIOUS (NEW): 1240 SQ.FT.1240 SQ.FT. PROPOSED IMPERVIOUS REMOVED: 582 SQ.FT. TOTAL PROPOSED IMPERVIOUS: 7,013 SQ.FT. PROPOSED LOT COVERAGE:12.77%12.77% PROPERTY SETBACK CONTOUR FENCE SEWER POWER WATER GAS DRAIN N P / LP / LP / LP / LP / LP / LP / LP / LP / L P / L P / L P / L s s s W M W M wv F H GM 82.36' 143.31' 142.01'6'-6"30'120'-5 1/4" 11x17 Scale: 1" = 40' 22x34 Scale: 1" = 20' 1023059365 A-21 A-20 A-19 A-18 A-12 A-11 A-10 A-8 A-7 A-6 A-4 A-3 A-1 A-2 A-14 12" COR. PVC IE=422.86 FOUND REBAR & CAP 0.08'E & 0.31'N OF PROP COR. LS BVP 17676 FOUND REBAR NO CAP 0.17'W & 0.07'N OF PROP COR. DP-1 S H E D S H E D LOWER DECK UPPER DECK GRAVEL GRAVEL ROCK WALL TYP. EXIST CONC. WALL ECO BLOCKPLANTERS WOOD FENCE WOOD FENCE 0.10'IN WOOD FENCE 1.03'IN WOOD FENCE 3.19'OUT A S P H A LT CONC. A-13 1259414.785 A-14 1258413.997 WMA-2R 1255414.283 A-21 1254414.501 A-20 1253414.170 A-18 1252414.649 A-19 1246413.796 WMA-4L 1245414.086 WMA-3L 1244415.134 A-17 1243414.508 WMA-2L 5010.000 C 500C 1209416.459 DP-2 1208413.901 A-13 1207413.508 A-12 ULP -WPNT 419.466 FH- 1006 421.850 SSMH 1000 1821414.231 A-2 1820414.727 A-3 1819414.285 A-4 200 412.723 BARF 1799452.625 WDF END 1798451.428 WDF 1797444.191 WDF 1794438.940 TPOST 1793442.747 WDF- SET LINE STAKE 1704441.374 WDF- SET LINE STAKE 1550414.553 A-6 1549413.993 A-7 1548414.678 A-8 1547415.320 A-9 1546413.772 A-10 1545414.381 A-11 201 453.409 RCF BVP 17676 429.283 1422428.868 TBW END1421428.676 BBW END 1420426.366 BBW BEG1416427.974 TBW BEG 1415431.475 TECO END1414429.575 BECO END 1365425.913 BECO1364430.072 TECOS0°05'38"W 299.27'S88°16'19"E 183.43'S0°04'06"W 299.28'S88°16'19"E 1323.55'(M) 661.78' 420 4304 3 0440 418422 424424 426426 428428 4 3 2 432 434434 436436 438438438 4424444224224244244264261323.55'S0°04'06"W30.01'S0°05'38"W30.01'Existing Residence Proposed ADU 968 sq ft 1175 sq ft Including Overhang Proposed Concrete Apron 140 sq ft Existing Second Driveway To be Removed and Re- seeded 1370 sq ft Portion of Shop o/ Existing Impervious 656 sq ft WETLAND A FLAGS A-1 - A-21 517 104 Second Driveway to be removed and seeded Flowering Shrubs and Ground Cover for Screening NE 10TH STREET 1 Site Plan 1 of 10 PACIFICHOMESOURCELLC 4001 72nd St E Tacoma, WA 98443 PH: 253-328-6001 www.pacifichomesource.com info@pacifichomesource.com 5424 NE 10th StRenton, WA 98059913.707.0865Parcel # - 1023059365Tristan BullDisclaimers:--These plans are exclusive property of Pacific Home Source LLC (PHS) and may not be sold to any person orbusiness without expressed written consent of PHS. These plans are for one (1) time use only for PHS'scustomer - Tristan Bull and to be built on the customer's site at: 5424 NE 10th St in Renton, WA 98059.--NOTICE: DO NOT SCALE -The written dimensions on this plan supersede any scaled measurements.--Copyright notice: these plans are copyrighted and are subject to copyright protection as an "architectural work"under sec. 102 of the copyright act, 17 USC as amended December 1990. The protection includes but is notlimited to the overall form as well as the arrangement and composition of spaces and elements of design. Undersuch protection, any unauthorized use of these plans, the design in whole or part, can legally result in monetarycompensation to PHS. Written permission must be obtained and granted prior to any use and/or design changesto these plans.PHS Job #: 24.009 Layout Sheet # Printed On: 09/04/24 11:22 AM Designer Information R# Initials Date 1 REN 05.07.24 2 REN 06.27.24 3 X DATE 4 X DATE 5 X DATE P / L SB / L SD F P W / L S / W Vicinity Map ~ N.T.S. PARCEL NUMBER: 1023059365 OWNER / CLIENT NAME:Tristan Bull PROJECT ADDRESS:5424 NE 10th St Renton, WA 98059 JURISDICTION:Renton LOT SIZE: 54,885 S.F. BUILDING AREA EXISTING : 3,240 S.F. SECT/TOWN/RANGE: Section 10 Township 23 Range 05 Quarter NE LEGAL DESCRIPTION: W 1/2 OF S 10 AC OF NE 1/4 OF NE 1/4 LESS W 478 FT LESS S 30 FT SITE COVERAGE LEGEND SITE INFORMATION EXISTING STRUCTURE CONCRETE GREEN (OPEN) SPACE ROAD WATER LOT SIZE: 54,885 SQ.FT. EXISTING DRIVEWAY: 3,115 SQ.FT. EXISTING STRUCTURE: 3,240 SQ.FT. EXISTING IMPERVIOUS TOTAL: 6,355 SQ.FT.6,355 SQ.FT. PROPOSED IMPERVIOUS (NEW): 1240 SQ.FT.1240 SQ.FT. PROPOSED IMPERVIOUS REMOVED: 582 SQ.FT. TOTAL PROPOSED IMPERVIOUS: 7,013 SQ.FT. PROPOSED LOT COVERAGE:12.77%12.77% PROPERTY SETBACK CONTOUR FENCE SEWER POWER WATER GAS DRAIN CONSTUCTION SEQUENCE: 1. Utility locate; ONE CALL 1-800-424-5555 2. Relocate utilities as required 3. Install Erosion Control measures, Silt fence etc. 4. Inspection of Erosion Control measures, Silt fence ext. 5. Clearing and Grubbing operations: 6. Excavation and fill to subgrade: (CUT AND FILL) 7. Place catch basins and storm drain if needed: as shown 8. Install all Rockeries, Retaining walls if any: 9. Do Maintanance of T.E.S.C. as required: 10. Install Permanent Erosion Control, Seeding, Mulch etc... 11. Remove Temporary Erosion Control EROSION CONTROL 2 WIRE MESH SUPPORT FENCE FOR FILTER FABRIC FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC 2"x2" WOOD POSTS. STANDARD OR BETTER FILTER FABRIC/ SILT FENCE DETAIL WIRE MESH SUPPORT FENCE PROVIDE WASHED GRAVEL MATERIAL IN 8"x12" TRENCH BURY BOTTOM OF FILTER BACKFILL, 3/4" - 3" IN 8" MIN.12"OR EQUIVALENT FILTER FABRIC MATERIAL 6"2'-6"2'-0"6' MAX. TO WIRE OR EQUIVALENT 5'-0"2"x2"x5' WOOD POSTS. STANDARD OR BETTER 2'-0"MATERIAL IN 8"x12" TRENCH BURY BOTTOM OF FILTERGROUND SURFACE (TO BE LOCATED ON THE DOWNHILL SIDE OF THE FILTER FABRIC) TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE 1CONSTRUCTION ENTRANCE ROCK PAD N.T.S. Call before you dig Call before you dig 1-(800) 424-5555 1-(800) 424-5555 At least 48 hours forAt least 48 hours for underground locatesunderground locates PER COUNTY ROAD STANDARDS IS A ROADSIDE DITCH PRESENT, AS INSTALL DRIVEWAY CULVERT IF THERE 4"-8" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS E X I S T I N G R O A D R = 25' MIN. INGRESS/EGRESS AREA PROVIDE FULL WIDTH OF 1 6 ' M IN .DAMAGING OF THE ROADWAY. RUNOFF DRAINS OFF THE PAD. ENTRANCE BE CROWNED SO THAT IT IS RECOMMENDED THAT THE CONSTRUCTION ENTRANCE TO AVOID AS PER COUNTY ROAD STANDARDS, 2 5' MI N. 1.Filter fabric shall be purchased in a continuous roll and cut to the length of the barrier to avoid use of joints. When joints are necessary, filter cloth shall be spliced together only at a support post, with a minimum 6-inch overlap, and securely fastened at both ends to posts. 2.Posts shall be spaced a maximum of 6 feet apart and driven securely into the ground (minimum of 30 inches). 3.A trench shall be excavated approximately 8 inches wide and 12 inches deep along the line of posts and upslope from the barrier. This trench shall be backfilled with washed gravel. 4.When standard strength filter fabric is used, a wire mesh support fence shall be fastened securely to the upslope side of the posts using heavy-duty wire staples at least 1 inch long, tie wires or hog rings. The wire shall extend into the trench a minimum of 4 inches and shall not extend more than 24 inches above the original ground surface. 5.The standard strength filter fabric shall be stapled or wired to the fence, and 20 inches of the fabric shall be extended into the trench. The fabric shall not extend more than 24 inches above the original ground surface. Filter fabric shall not be stapled to existing trees. 6.When extra-strength filter fabric and closer post spacing is used, the wire mesh support fence may be eliminated. In such a case, the filter fabric is stapled or wired directly to the posts with all other provisions of above notes applying. 7.Filter fabric fences shall not be removed before the up slope area has been permanently stabilized. 8.Filter fabric fences shall be inspected immediately after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. 9.Silt fences will be installed parallel to any slope contours. 10.Contributing length to fence will not be greater than 100 feet. 11.Do not install below an outlet pipe or weir. 12.Install downslope of exposed areas. 13.Do not drive over or fill over silt fences. 1. Plastic sheeting shall have a minimum thickness of 6 mils and shall meet the requirements of the STATE STANDARD SPECIFICATIONS Section 9-14.5. 2. Covering shall be installed and maintained tightly in place by using sandbags or tires on ropes with a maximum 10-foot grid spacing in all directions. All seams shall be taped or weighted down full length and there shall be a least a 12 inch overlap of all seams. 3. Clear plastic covering shall be installed immediately on areas seeded between November 1 and March 31 and remain until vegetation is firmly established. 4. When the covering is used on un-seeded slopes, it shall be kept in place until the next seeding period. 5. Plastic covering sheets shall be buried two feet at the top of slopes in order to prevent surface water flow beneath sheets. 6. Proper maintenance includes regular checks for rips and dislodged ends. PLASTIC COVERING SILT FENCE 1. Mulch materials used shall be wood fiber cellulose, and shall be applied at the rate of 1500 lbs per acre. 2. Mulches shall be applied in all areas with exposed slopes greater than 2:1. 3. Mulching shall be used immediately after seeding or in areas which cannot be seeded because of the season. 4. All areas needing mulch shall be covered by November 1. MULCHING 1. Seed mixture shall be red fescue, and shall be applied at the rate of 25 lbs per acre. 2. Seed beds planted between May 1 and October 31 will require irrigation and other maintenance as necessary to foster and protect the root structure. 3. For seed beds planted between October 31 and April 30, armoring of the seed bed will be necessary, (e.g., geotextiles, jute mat, clear plastic covering). 4. Before seeding, install needed surface runoff control measures such as gradient terraces, interceptor dikes, swales, level spreaders and sediment basins. 5. The seedbed shall be firm with a fairly fine surface, following surface roughening. Perform all operations across or at right angles to the slope. 6. Fertilizers are to be used according to suppliers recommendations. Amounts used should be minimized, especially adjacent to water bodies and or wetlands. 1. Stockpiles shall be stabilized (with plastic covering or other approved device) daily between November 1 and March 31. 2. In any season, sediment leaching from stock piles must be prevented. 3. Topsoil shall not be placed while in a frozen or muddy condition, when the subgrade is excessively wet, or when conditions exist that may otherwise be detrimental to proper grading or proposed sodding or seeding. 4. Previously established grades on the areas to be topsoiled shall be maintained according to the approved plan. SEEDING TOPSOIL STOCKPILING TABLE OF CONTENTS: S-1. NOTES & DETAILS PAGE S-2. SITE PLAN / OVERVIEW (1"=40') 1.On-site erosion control measures shall be the responsibility of the developer. Any problems occurring before final acceptance of the storm system by the Municipality shall be corrected by the Applicant and/or the Contractor. 2.In case erosion or sedimentation occurs to adjacent property, all construction work within the development that will aggravate the situation must cease and the Applicant/ Contractor shall immediately commence restoration or mitigation measures. Restoration activity shall continue until such time as the problem is rectified. 3.All erosion and sedimentation control devices shown on this drawing shall be installed prior to or as the first stage of site preparation. 4.Should the temporary erosion and sedimentation control measures as shown on this drawing not prove adequate to control erosion and sedimentation, the Applicant/ Contractor shall install additional facilities as necessary to protect adjacent properties, sensitive areas, natural water courses, and/or storm drainage systems. 5.In any area which has been stripped of vegetation or experienced land disturbing activities and where no further work is anticipated for a period exceeding the listed criteria, all disturbed areas must be immediately stabilized with mulching, grass planting, or other approved erosion control treatment applicable to the time of year in question. Grass seeding alone will be acceptable only during the months of April through September, inclusive. Seeding may proceed, however, whenever it is in the interest of the Applicant/Contractor, but must be augmented with mulching, netting, or other treatment. 6.Criteria for exposure of disturbed surfaces Management Manual shall be listed here by the engineer. The project engineer or project surveyor will be responsible for field locating the clearing limits and establishing those boundaries with bright colored flagging. The contractor shall clear to the limits as established on this plan and as flagged in the field. 7.The County shall be responsible for the inspection and acceptance of all clearing and grading work and erosion and sedimentation control facilities. The Applicant and/or Contractor shall notify the County forty-eight hours in advance of each required erosion and sediment control inspection. Inspection No. 1 - Installation of erosion control facilities/prior to clearing. Inspection No. 2 - Completion of clearing. Inspection No. 3 - Upon completion of excavation, filling, and earthwork. Inspection No. 4 - Completion of project. Inspection No. 5 - As needed to determine compliance with approved plans and/or specifications. (Does not require advance notice.) 8.All work associated with stabilizing the disturbed areas shall be in accordance with the Pierce County Storm water Management Manual. 9.All necessary facilities shall be maintained on site to prevent debris, dust, and mud from accumulating on the public right-of-way. STANDARD EROSION CONTROL NOTES EROSION CONTROL / ABBREVIATED SITE PLAN: EROSION CONTROL / ABBREVIATED SITE PLAN: ABBREVIATED/SITE PLAN FOR TRISTAN BULLABBREVIATED/SITE PLAN FOR TRISTAN BULL N.T.S. 2 Site Plan Notes 2 of 10