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HomeMy WebLinkAboutLUA 09-033_Talbot Ridge Estates Landscp-RecreatKing County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 nv 206-296-7217 www.kinqcounty.gov May 6, 2008 Robert Wenzl Belmont Homes PO Box 2401 Kirkland WA 98083-2401 RE: Talbot Ridge (DOES File No. L05P0007) Recreation Space Plan Activity No. L08MI029 Dear Mr. Wenzl: ·, ·' This is in response to your March 26, 2008 request for approval of the landscape and recreation space plan and the additional information received April 21, 2008, for the plat of Talbot Ridge. We have reviewed your submittal, and with the following conditions and additions, approve it as submitted: 1. The equipment (structures, benches, picnic table, etc.) shall meet at a minimum, Consumer Product Safety Standards and be appropriately anchored. 2. Walkways/Trails shall be installed from the sidewalk to the play areas. Walkways shall be constructed of a material and grade that is Americans with Disabilities Act (ADA) accessible. 3. In the event the engineering plans, soil amendment, street tree and/or significant tree plans result in modification/revisions to the recreation space plan, a revised recreation plan will be required. · The landscaping and recreation space improvements (i.e. play structures) must be installed and inspected or a performance bond posted, prior to plat recording. The amount of the bond.has been established at $45,000. This includes landscaping, equipment, surfacing materials, fencing, etc. The bond amount includes a thirty- percent contingency, as well as the bench and picnic table shown. Note, this approval does not include soil amendment plan, street trees or significant trees. This will be reviewed in conjunction with the engineering plans. An inspection fee is also due prior to recording. This fee covers the cost of an installation inspection and a maintenance inspection. The amount of the inspection deposit will be determined by the Land Use Inspection Section (LUIS). If a performance financial guarantee is posted, the improvements must be installed within two year's from the date of recording. At the time of inspection by the Land Use Inspection Section, if the improvements are fully installed per the approved plan, the performance financial guarantee may be reduced. Enclosed is a copy of the approved plans for your records. If you have any questions, please call me at (206) 296-7167. If you have questions regarding the financial guarantee please contact Carol Rogers, Finance llltl\lM 1=11_1; r.opy .) Section at (206) 296-7250. Questions regarding the inspection process may be directed to the Land Use Inspection Section (206) 296-6642. Sincerely, 1f'"~~ Current Planning· Section Cc: Pete Dye, Engineering Review Section w/end Ray Floren!, Engineering Review Section w/enc Steve Townsend, Development Inspection Section w/enc FGMU . File w/enc · <i ® {5\@"4 ~ ~M~R ~~ !! ~"r---------'-"We=b da::::::....;te: 1:..::..:.::1/16/2=:::;005 IP~ LANDSCAPE BOND QUANTITY King County ~ K.C. D.D.E.S. WORKSHEET FORM Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219. 206-296-6600 TTY 206-296-7217 For alternate formats, call 206-296-6600. PROJECT NAME: Talbot Ridge Estates l a&f,1,rc, 29 ODES PROJECT#: ...:L::.:Oc::;5'-P0=0=-=0"--7-_________ _ ADDRESS: 192XX 102nd Ave SE PREPARED BY: Belmont Homes, Inc. (Cliff Williams, PE) PHONE: ...:2::.:0=-=6...:7...:1...:4...:-7...:1"'6..:.1 ______ _ Bonds are based upon required landscaping only and will be posted for performance and/or maintenance. Required landscaping includes perimeter landscaping, surface parking area landscaping, (KCC 21A. 16) and any landscaping required by SEPA environmental review. The maintenance period is for the life of the project, however, after posting for maintenance, the performance bond will be reduced to 30% ($1,000.00 minimum} and be held for a two year period. Upon re-inspection of the site the bond will be released if the site has been properly maintained (21A. 16.180). A landscape maintenance inspection deposit is required prior to permit issuance to cover the costs of the 2-year maintenance inspection. Landscape inspections are billed at the current hourly rate once the initial deposit is exhausted. If the project has not been maintained and there are dead trees, shrubs, ground cover, or other deficiencies noted in the required landscaping, the bond will be held until the deficiencies are corrected. UNIT PRICE UNIT TYPE QUANTITY PRICE SOD LAWN AREAS $500.00 MSF (1000 SQ. FT} 2.1 1,050 HYDROSEEDING $50.00 MSF (1000 SQ. FT) 6.5 325 . "_, , ' ·\ ~. '!> • <,•' ',, " ~ .. ", ... ' ··-'• . ,,,,, ... .. J•,, . ,.-., SOIL PREPARATION A TOPSOIL (6 INCHES DEEP} $25.00 CY (CUBIC YARD} 43 1075 B. MULCH (2 INCHES DEEP} $4.00 SY (SQUARE YARD) 50 200 C. PEAT MOSS (TWO INCHES DEEP} $2.30 SY (SQUARE YARD) D. COMPOST (3 INCHES DEEP & TILLING $26.00 SY (SQUARE YARD) E. FERTILIZER $6.67 CY (CUBIC YARD) 3 20.01 · .. ·, .. . .,. PLANT MATERIALS A DECIDUOUS TREES 1. 75 -2.00" CALIPER (minimum height 1 O'} $250.00 EACH COST&LABOR PERIMETER & PARKING AREAS 25 6,250 1.5 • 1. 75" CALIPER $225.00 EACH COST&LABOR INTERIOR LANDSCAPING OR OTHER REQUIRED LANDSCAPING B. EVERGREEN TREES FIVE (5) FEET OR ABOVE $150.00 EACH COST&LABOR 37 5,550 C.SHRUBS $35.00 EACH · COST & LABOR 153 5,355 D. GROUND COVER $4.00 EACH COST&LABOR SUB TOTAL BOND AMOUNT BOND AMOUNT SUB TOTAL: $ 19.825.01 Talbot RidgeRecSpaceLSBQWS.doc b-wks-landscapebq.pdf 11/16/2005 Page 1 of 2 UNIT PRICE UNIT TYPE QUANTITY PRICE .. r-r:,st·~•,:r, , . . -.. •.;,, ! •. ,. .. ' '' -~.,. MISCELLANEOUS TREE STAKES $2.65 EACH PER STAKE & LABOR 62 164.30 FENCING: LINEAR FOOT SOLID WOOD CEDAR $28.50 INCLUDES LABOR 30 855 BERMING $17.50 LINEAR FOOT INCLUDES LABOR IRRIGATION 80¢ SQUARE FOOT RELOCATING TREES ON SITE 36" BALL $260.00 EACH 60" BALL $920.00 EACH RELOCATING SHRUBS ON SITE 12" BALL $26.00 EACH 24" BALL $33.00 EACH ADDITIONAL ITEMS: Onsite recreation facilities 1 11,000 SUB TOTAL BOND AMOUNT BOND SUB TOTAL: $ 31,844.31 Add 30% of the Bond Sub-Total for Contingency in accordance 30% CONTINGENCY: with Financial Guarantee Ordinance 120220, Section 13. $ 9,553.29 TOTAL BOND PRICE TOTAL BOND PRICE: $ 41,397.60 ,/ Revised LBOW 1111312002 Check out the ODES Web site at www.metrokc.gov/ddes Talbot RidgeRecSpaceLSBQWS.doc b-wks-landscapebq.pdf 1111612005 Page 2 of2 o 11 o 111 o 111 o 111 o , I o 11 o 51/2"J~~~ ·,....._ A,,,_/ TR-2 WITH OPTIONAL MLT DOWN PEDESTAL Zl"- I· I 0 0 0 0 0 J_ 0 0 (18) 1112", 31/2" ELEMENT5 O ,,..,·. HOUS (& f't.ACES) • -u4"•1"•1" '""' 2" $CH40 "" IE-----.· . '--. ,' . rrorM~ , '. . . ___i : -~ _,,// -tt,,. A ..ai-·-- 29" 2l 0 0 0 0 I I ll 0 u OU 0 I r---u-:· L • • • 1 I . . . . . ,,-·· ... [Ji • ... • ··• -2"SCH40 i : '. :··. o • ·:· (20" LONG . ·, .. '. . . TR-2 TAPERED WITH OPTIONAL PERMANENT EME>ED PE~ESTAL "TO 4" AS REQUIRED PIPE 211/2" 0 0 0 0 0 0 1 2T' J ·-114" STEEL HOOPS (2 PLACES) ~r 0 0 0 0 0 0 0 0 ~ • iJ L 1114" TR-2 WITH STANDARD SURFACE MOUNT REV. 8-10-06 'flR-2 §tiraiglhtt andl 'flR-2 'fapeiredl 'firaslht lReceptaclle SPECIFICATIONS MATERIAL The TR-2 receptacle shall be fabricated with 18 each, 1-1/2" x 3-1/2" wood elements. Elements shall be fastened to 1/4" x 2" and 1/4" x 3" mild steel hoops. Hoops shall be powdercoated a standard FairWeather color. All steel shall conform to ASTM A 36 hot rolled steel. Liner shall be standard 30 gallon galvanized can. FASTENERS Wood shall be attached to hoops with carriage bolts unless otherwise specified. Surface mount: Anchor bolts by others. PROTECTIVE COATINGS Wood: clear wood preservative Metal: Following fabrication, all metal elements shall be cleaned and treated with a five stage iron phosphate process prior to the coating application. The protective coating shall be either polyester or polyester TGIC powder applied by the dry electrostatic method. The resultant coating shall be minimum of 4 mils thick on all surfaces. OPTIONS Straight or tapered sides Leveling feet ( set of 4) 0 Wood: Douglas Fir, Red cedar, lpe Recycled Plastic: Grey, cedar, weath wood ~ Mountings: Surface, embed or pedes~e Tops: Spun steel ftat top, spun steel dome top. galvanized dome top Scjl Hardware: Lag bolts, corrosion resistant ~ undercoat (frames) ~ Please Note: For Embed Mountings Depth and diameter of installation hole may vary with soil conditions. Consult project engineer for correct dimensions. Fairweather Site Furnishings 360-895-2626 or Toll Free 800-323-1798 Port Orchard, Washington (;l J 999-2005 Leader International Corporation. FairWeathu Site Furnishing, di>-ision ,, I, • i?' ..__,.~~~,-,-<,')'\'· Weat iiered' Woo,( EainWeather, Stand'ar.dl €otor, Setecti:oni Flat or Gloss or Semi-Gloss Black -.---------~---~ 4x4 :OOD OR RECYCLED PLASTIC 0 0 I -i---0 Q O 0 0 0 0 0 0 0 0 0 0 0 0 0 l/4• 47" 4r 1-- C--76 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _J __ ~ -~ ,_ 0 0 I 0 0 I I 0 0 I _J 3"x3• K.120WAll TUBE ·i--r 1 llr/8· 1 1 321/2" +--rTTl ~1 >--,, ~ ~ "t tz 1 r--- r I'" LJ ••]"-GRADE 131/2~ • I • _J'--~-----,~ .. .... ~ 3/16" x 3" x 3" ANGLE EMBED MOUNT 1 1'---s"x5"x.180WALLTUBE l/8"x16"x16"BA5E..__,/II 5/B"HOlES FOR 1/2" ANCHORS --14"-- SURFACE MOUNT Model F-41 or F-41P 418" Picnic Table with Wheelchair Access, 41 x 41 Slats REV ll-02-06 SPECIFICATIONS MATERIAL Tal,le & Seat Tops: 3-1/2" x 3-1/2" wood or recycled plastic, nominal size is 4 x 4. Frames: 5" x 5" x .180 steel -cube center post. Table top and seat frames fabricated with 3" x 3" x .120 wall tube, 2" x 3" x .120 wall tube and 3" x 3" x 3/16" angle. Steel shall conform to ASTM A36 hot nclled steel. All angle and flat stock shall be wheelabrated prior to fabrication. HARDWARE Slats shall be attached to frames with 3/8" plated carriage bolts, nu-cs and washers. Assembly hardware is provided. Seat arms shall be attached to center post with carriage l;,ofts secured inside Genter post for cleaner appearance and increased vandal resistance PROTECTIVE COATINGS Wood: clear wood preservative Recycled Plastic: none Metal: following fabrication frames shall be cleaned and treated with an iron phosphate process prior to the coating application. The protective coatings shall be either polyester or polyester TGIC powder applied by the dry electrostatic method. The coating shall be a minimum of 4 mils thick on all surfaces. Option: Hot dip galvanizing for frames, in place of powder coating OPTIONS surface or embed mount Lag bolts for a55embly hardware T al,le & Seat Tops: F-4 Wood: Western Red Cedar, clear vg Douglas Fi_r. lpe F-4P Recycled Plastic: Gray, weathered wood, cedar Embed mounting: Depth & diameter of post hole may vary with soil conditions. Consult project engineer for correct dimensions. Surface mount: Anchor bolts by others FairWeather Site Furnishings 360-895-2626 or Toll Free 800-323-1798 Port Orchard. Washington () l 999·2006 Leader lnkmational Corp::,nti11n. FairWeaiher Si~ Furnishings di\is.ion 12 12" LESS THAN OUT TO OUT DIM. 6" .120 x 2" x 2" STEEL TUBE 1 I . ·: ·., SURFACE 3/4" -1/2" HOLE FOR #'.3 REBAR MOUNT L / .: . ~:. PLEASE NOTE: DEFfH AND DIAMETER OF INSTALLATION HOLE MAY VARY WITH SOIL CONDITIONS. CONSULT ' · ... PROJECT ENGINEER FOR CORRECT DIMENSIONS. EMBED J 2"x'.3"WOOD (11/2" X 2 1/2") -rr-1/2" SPACE (typ) '.3/B" x '.3" STEEL STRAP____,/ ~ ~ l . 0 15"_J 161/2" 5/B" DIA. HOLES FOR 1/2" ANCHOR BOLTS. (ANCHOR BOLTS BY OTHERS) I 29" ---r J 161/2" 3/8"x3" ]Landscape Series, Modeil JL-2 lBenclh. 5TEEL STRAP REV.6-10-05 SPECIFICATIONS MATERIAL Wood: Wood shall be 11 ea. 1-1/2" x 2-1/2" boards, all edges eased. All boards are 2 inches shor-Cer than nominal size. For example, 6 fc. bench would be 5 fc. 10 in. out to out. Frame: The frame shall be fabricated 3/8" x 3" mild steel drilled and formed for quick assembly, fully welded to .120 x 2" x 2" square steel tube. Benches 5 fc. through 7 fc. long shall have a center strap. Benches 8 fc. through 12 fc. long shall have a complete center frame. All steel shall conform to ASTM A 36 hot rolled steel. FASTENERS Wood shall be attached to frames with vandal resistant stainless steel pan head screws. Mounting hardware by others. PROTECTIVE COATINGS Wood: clear wood preservative Metal: All metal elements, following fabrication shall be cleaned and treated with an iron phosphate process prior to the coating application. This process shall include a non-chromated alkaline cleaner, and an iron phosphate treatment followed with an acidic sealer for maximum adhesion. The protective coatings shall be either polyester or polyester TGIC powder. Following application the parts shall be baked until properly cured. The coating shall be a minimum of 4 mils thick on all surface5. OPTIONS Mountings: Surface mount or embed Arms: Arms shall be 3/8" x 2" steel strap welded to seat. Length: 4 to 8 fc. standard, other lengths available Wood: Western red cedar, clear vg Douglas Fir, lpe other species available on request. Recycled Plastic: Grey, cedar, weathered wood, light oak FairWeather Site Furnishings 360-895-2626 or Toll Free 800-323-1798 Port Orchard, Washington C,1999-2004 Leader lntemational Cmpor;uion. FairWeathcr Site Furnishings di~i5ion ,/ ,, ·,. ,, ' .. )i/;. ':··r .i·;: , ·: . .' . '."\:. '1, ·• .. : .·: ·::·:.·,._ Tnii'~af:Ly\\/~ir,R~:,;~~b~~~:!t~f fers ,a · vafiety of,diAiibimg fur;i; at vari0us le','.et~ .·qt sh~tl~ng~. _:T9~/ewar.ds at1,th~:.:toi;>,1;'.a.rer~1,;,l11.1.J)·e···.· ij.·;:rii .. ~e .. ·,dqwn the' Dbubre SL kt~ ·:·9r a s~in. d0wn the. f urly, Clin:iqer,;c '" Natural Color Choice ,-·-----, [ -··--·· 1 ... ---"-"· -; C 7 --' ' ' ,r--· ... , f \ / MEC~650-10 Ac:~es~zffu:re Cabana Best User Age:.2:5 . ·. •. . . .. EstimatedCapacit}'[ 9:p :: y Space RequirecJ, Including .Use Zone: 23'-2!' x 3Qt,6"/.706cm'x930e111 Highest Designated Play Su~fa'.te:' . 6',6"J191cm ·. · ··. · : · , •· r, . . ,,, '1 Hou~s to lhstall::·.15 · . Footin.g: In Grou[l~ Pg~t~, Co,nctrete. Required (est: 14 cubic feet) · · · · · · Elev~ted Acti~ities: .... Curly Clfm~er ' . Double Slide ,,.,' "'' Rock Climb · · • . , t' Accessible Features::: Ground to De'ci<Stairs .. 6" -8'' Transfer Steps Transfer Point_ . . . ' ' ., ' ' -' ''"'' I ,.·~ , I . I .; I / I \ \ I ) l I \ I \ I "' / ( I 30'-6" 939cm I I / ""--__ -~cale: 1/8" = 1' 23'-2" ADA ANA.~fSIS ,Accessible •. >','.'.; Ele-vated ActMtles ' ' ' • I 3 3 •. Required• · :' ·.>2 ' . . ( -: ' . ", .,., .. , GroUnd:.t.evel , PliY'T~ 1 0 706cm =-=~~'i!."1~~~~~,~::::frt1~.~~ ' '*i,.~ rcdli!llt ' .:·' ' ' _.,,' .· h,r -~ . "? ., •.. ~.~l#!ll!!tofd>'~ r,r;, . ''" ' ,, . " '·".'. ,, ',. .. . ·,., "" ' 1{; ---, . . r -, • I : ) \.) I ,/\ ,-// ((/··-_·, / / -~-.. \ ' \ ' ) ( \.,\,.~// . -. j i l-.. ·----·- •· {. -.. 866/814-8697 (Phone) 360/528-8680 (Fax) 7721 New Market Street Olympia, WA 98501 Major Materials Specifications Common Materials and Processes: Conditioned Wood -All wood components are manufactured from either kiln dried Lodgepole Pine or quarter sawn kiln dried Hemlock and are conditioned with Copper Azole after all fabrication has been completed, 5-3/4" Diameter Steel Tubing -All 5-3/4"" diameter steel tubing is produced from 12 gauge galvanized sheet stock, lightly sandblasted, primed and electro-statically powder coated after all fabrication has been completed_ 6" Diameter Steel Tubing -All 6" diameter steel tubing is produced from 12 gauge galvanized sheet stock, lightly sandblasted, primed and electro-statically powder coated after all fabrication has been completed_ Recycled Plastic -All recycled plastic components are made from 98% post consumer recycled high density polyethylene with the remaining 2% consisting of pigments and UV inhibitors_ All load bearing components are glass reinforced, Rotationally Molded Plastic -All rotationally molded plastic components are double walled with UV stabilized polyethylene to an average 3/16 inch wall thickness, unless otherwise specified, Injection Molded Plastic -All injection molded plastic components are composed of nylon or high impact Polypropylene with UV inhibitor_ Standard Steel Tubing -All 1 inch and 1-1/4 inch steel tubing is protected with an in-line process that includes Flo-Coat® zinc galvanizing, chromate conversion, and a clear polymer coating_ Fasteners -All fasteners are either zinc plated or stainless steel based on application_ All threaded fasteners installed on site include locknuts with deformed threads, nylon rings, or a thread-locking product placed on the threads of bolt. Powder-coating -Parts that are powder-coated use a TGIC polyester powder resin that is electro-statically applied and heat cured leaving a finish that is non-porous, non-toxic, and UV stabilized_ Zinc-plating or zinc rich primer is used as base coat prior to applying the powder-coat top layer_ Typical thickness of powder-coating is 3 - 4 mils_ Thermoplastic-coating -The Thermoplastic-coating process varies from Powder Coating in that a functionalized polyethylene copolymer-based material is applied to heated parts dipped in a "fluidized" vat. This process leaves a finish that is non-porous, non-toxic, and UV stabilized_ Hot-dip Galvanizing -After fabrication, all non-painted steel components are galvanized with a heavy industrial grade zinc-plating_ Aluminum Casting -Aluminum castings use either a 713 TS, 356 TS, or ZN12 alloy that is tumbled to remove any sharp casting flashing and leave a smooth exterior finish_ Common Components Standard Wood Column -Wood columns are molded from Lodgepole Pine with an outside diameter of 5 13 /16 inches in lengths that range from 2 feet (24 inches) to 12 feet (144 inches) in 12 inch increments_ The Columns are manufactured with four linear Kerfs along the length, have a center bore of 23 /8 inches, 45° chamfered ends, and a set four 11/8 inch diameter holes drilled 90° apart around the circumference of the column on 12 inch centers_ Polypropylene End Caps cover the ends of the columns and Hole Plugs are used to cover exposed BigToys, Inc_ 2006 Eagle holes that are not filled with E~gle Fasteners. All wood columns are conditioned with Copper Azole after fabrication. Standard Metal Column -Metal columns are fabricated from 6" galvanized steel tubing with an outside diameter of 6 inches in lengths that range from 2 feet (24 inches) to 14 feet (168 inches) in 12 inch increments. The Columns are manufactured with a set four 11 /16 inch diameter holes drilled 90° apart around the circumference of the column on 12 inch centers. Aluminum end caps fitted with Polypropylene End Caps cover the ends of the columns and Hole Plugs are used to cover exposed holes that are not filled with threaded fasteners. All metal columns are lightly sandblasted, primed and electro-statically powder coated after fabrication. Standard Wood Platform -Platforms are factory assembled from Lodgepole Pine and Hem-Fir. Platforms are constructed from the following wood components: 2 x 6 platform floor boards, 4 x 4 structural boards, and 2 x 4 skirting boards. All platforms are constructed using number 10 x 3 inch square drive stainless steel wood screws. All platform wood components are conditioned with Copper Azole after fabrication but prior to assembly. Standard Recycled Plastic Platform -Recycled plastic platforms are factory assembled from recycled high density polyethylene. Platforms are constructed from the following components: 5/4 platform floor and doubler boards, 2 x 4 support boards, and 2 x 6 skirting boards. All platforms are constructed using number #10 square drive stainless steel screws. All support, doubler and skirting components are glass reinforced for strength. Standard Wood Enclosure -Wood Enclosures are factory assembled using Lodgepole Pine and Hem-Fir. All enclosures are constructed with a 2 x 6 cornice and a 2 x 4 toe kick fastened to 4 x 4 supports using number 10 x 3 inch square drive stainless steel wood screws. The 2 x 4 balusters are attached with number 10 x 21 /, inch square drive stainless steel wood screws. Mounting holes are located in the 4 x 4 supports for Y, inch bolts, Do- Nuts, and Eagle Fasteners. The types of enclosures produced are shown below. Standard Recycled Plastic Enclosure -Recycled Plastic Enclosures are factory assembled using recycled high density polyethylene. All enclosures are constructed with a 2 x 6 cornice and a 2 x 4 toe kick fastened to 4 x 4 supports using number #1 O x 3 inch square drive stainless steel screws. The 2 x 4 balusters are attached with number #1 O x 21 /2 inch square drive stainless steel screws. Mounting holes are located in the 4 x 4 supports for Y, inch bolts, Do-Nuts, and Threaded Inserts. Eagle Fastener-(U. S. Pat. No. 3,814.416) The Eagle Fastener is an expansion fastener that is die-cast from zinc/aluminum alloy and used to secure a variety of components to columns. The Eagle Fastener has been designed to securely attach to a column by expanding within a column's Eagle Hole using fins and teeth to prevent rotation and extraction from the column. The Eagle Fastener contains a Y, inch nylon locknut to prevent loosening after assembly. Threaded Insert -The Threaded Insert is a Y, inch expansion fastener that has been protected with a zinc/yellow dichromate finish. The Threaded Insert has been designed to securely attach to a metal column by expanding within a column's side hole to prevent rotation and extraction from the column. Hole Plugs -Holes Plugs are injection-molded of high-impact polypropylene plastic, with an UV inhibitor .. The purpose of the Hole Plug is to seal unused holes in columns. When installed, the back side of the part expands to lock the Hole Plug into the hole. Do-Nut -Do-Nuts are injection-molded from Nylon in two parts, the base and the cap. Two sizes of Do-Nuts are available to cover either Y, inch bolts or 3/8 inch bolts. Do-Nuts designed to cover Y, bolts have a maximum diameter of 17/8 inches while Do-Nuts designed to cover 3/8 inch bolts have a maximum diameter of 13 /8 inches. Do-Nut caps are self locking when driven into the base after final bolt tightening is accomplished. Do-Nuts provide protection against bolt head, bolt end, and nut protrusions that meet the protrusion criteria established by the ASTM and CSA standards as well as the CPSC guidelines. Column End Caps -Column End Caps are injection-molded from high-impact polypropylene with UV inhibitor. The caps are used to cover the top end of columns. Either #1 Ox 1 Y. inch stainless steel wood screws or #1 Ox Y, inch stainless steel sheet metal screws are used to attach the cap to column end. Accessible Stair Rails-The Accessible Stair Rails are constructed from two 1.315 inch outside diameter x .083 inch wall triple-coated steel pipes bent in an "S" shape around a 12 inch radius and welded to two 2 inch x 16 3/s BigToys, Inc. 2006 2 inch x 3/,6 inch steel mounting plates. Attachment of the stair rails is made with four Y, bolts, Do-Nuts, and Eagle Fasteners or Threaded Inserts. The assembly is powder-coated after fabrication. Accessible Stairs -The Accessible Stairs are factory assembled from Lodgepole Pine, Hem-Fir, or Recycled Plastic Lumber using either number 1 O x 3 inch or number 10 x 2% inch stainless steel screws. The stair treads are supported with a powder coated 3/16 inch steel plate and two 2 x 6 Stringer Rails on each side. Each stair tread is constructed from two 2 x 6 Large Tread Boards and a 2 x 4 Small Tread Board to form steps that are 37% inches wide x 15Y. inches deep with a 6 inch vertical rise between steps. The top and bottom of the Accessible Stairs are attached to Standard Columns with four Stair Hangers constructed from 3/,6 inch steel and are attached to columns by eight Y, inch bolts with Eagle Fasteners or Threaded Inserts. These stairs are to be used with platforms that have a 40% inch opening between the supporting columns (standard 9 Board Platform opening) at the top and the bottom of the stairs. Accessible Handrail -The Accessible Handrail is intended to be used with the Accessible Stairs -36 inch. II is constructed from 1.315 inch outside diameter x .109 inch wall triple-coated steel pipe welded to four 3 /16 inch steel mounting plates. Attachment of the handrail is with four Y, inch bolts, Do-Nuts, and Eagle Fasteners or Threaded Inserts. Four Accessible Handrails are used with each Accessible Stairs -36 inch and are located at 13% inches and 25% inches above the upper 2 x 6 stringer rail. The handrails are powder-coated after fabrication. Step Ladder -The Step Ladder is factory assembled from Lodgepole Pine, Hem-Fir, or Recycled Plastic Lumber using either number 10 x 3 inch or number #10 x 2% inch stainless steel screws. The ladder treads are supported by one 2 x 6 Step Ladder Side Rails and six Step Ladder Filler Boards on each side. The treads are constructed from 2 x 6 boards and are 5% inches deep x 34 Y, inches wide with a 12 inch vertical rise between the five treads. The top of the step ladder connects directly to Standard Columns with Y, inch bolts, Do-Nuts, Eagle Fasteners, or Threaded Inserts. The bottom of the step ladder connects to the Access Handrail, which is footed in concrete for stability. The step ladder accesses platforms with a 40% inch opening at an elevation of 54 inches above the resilient surface. Step Ladder Handrail -The handrails uses 1.315 inch outside diameter x .083 inch wall triple-coated steel pipe. The top of handrail attaches to two Standard Columns with a special aluminum handrail castings, Eagle Fasteners or Threaded Inserts, and Y, inch bolts. The lower end of handrail attaches to the step ladder side rails using 3/8 inch bolts and is footed in concrete. Access Handrail -Construction of the handrail is from 1.315 inch outside diameter x .109 inch wall triple-coated steel pipe bent around a 6 inch radius to facilitate proper hand gripping. One aluminum-casting is fastened to lower end with a 3/8 inch bolt and any-lock nut to provide attachment to a platform. The top of the handrail attaches to a column with a Rail Receptacle. Access Handrails are used with either Two or Four Board Platforms to support the outboard end of the platform as well as provide additional hand support while accessing the platform. Ground Access Stairs -The Ground Access Stairs are factory assembled from Lodgepole Pine, Hem-Fir, or Recycled Plastic Lumber using either number #1 Ox 3 inch or number #1 Ox 2% inch stainless steel screws. The stair treads are supported with a powder coated 3/16 inch steel plate and two 2 x 6 Stringer Rails on each side. Each tread is constructed from two 2 x 6 Large Tread Boards and a 2 x 4 Small Tread Board to form steps that are 37% inches wide x 15Y. inches deep with a 6 inch vertical rise between steps. The top of the Ground Access Stairs are attached to Standard Columns with two Stair Hangers constructed from 3/16 inch steel and four Y, inch bolts with Eagle Fasteners. The bottom of the stairs is cantilevered from the columns using the Crescent Handrail. These stairs are to be used with platforms mounted at 12 and 18 inches in elevation and have a 40% inch opening between the supporting columns (standard 9 Board Platform opening) at the top of the stairs. Crescent Handrail -The Crescent Handrail is constructed from 1.315 inch outside diameter x .083 inch wall triple-coated steel pipe bent around a 16 inch radius to facilitate proper hand gripping. A 3 /16 inch steel mounting plate is welded at the top of the handrail for two Y, inch bolts, Do-Nuts, and Eagle Fasteners or Threaded Inserts. A 1/8 inch mounting plate is welded at the bottom of the handrail, which attaches to the Ground to Deck Stairs with BigToys, Inc. 2006 3 two 3/8 inch bolts and two-way lock-nuts. The lower end of the handrail is concrete footed for stability. The entire Assembly is powder-coated after fabrication. Platform Infill -The Platform Infill is Vacuum-Molded from 3/16 inch clear polycarbonate filler. It is installed in the field between adjacent stepped standard platforms to prevent a head entrapment. The Infill is formed with six holes for attachment to platforms with either 3/8 inch bolts or lag bolts. Flat Panel -The Flat Panel is rotationally molded from UV stabilized polyethylene. The panel is 37 3 /4 inches tall by 405/8 inches wide. Each panel has a 30'/, inch diameter round opening with 12 molded in 3 /8 inch T-nuts for windows, bubbles, BigTubes, etc. Four mounting holes for 'h inch bolts, Do-Nuts, to Eagle Fasteners or Threaded Inserts are located on the outside vertical walls of the panel. A handgrip is molded along the top edge of the panel for hand support. Flat panels are used only under roofs. Wave Panel -The Wave Panel is rotationally molded from UV stabilized polyethylene and has a contoured top for use other than under roofs. Each panel has a 30'/, inch diameter round opening with 12 molded in 3 /8 inch T- nuts for windows, bubbles, BigTubes, etc. Four mounting holes for 'h inch bolts, Do-Nuts, to Eagle Fasteners or Threaded Inserts are located on the outside vertical walls of the panel. Clubhouse and Lookout Roof -The Clubhouse and Lookout Roofs are constructed on site with either Lodgepole Pine and Hem-Fir components or Recycled Plastic components. Both roofs use 4 x 4 supports and a lower purlin connected to tops of columns with steel brackets constructed from welded and powder-coated steel 3/16 inch plates. Brackets are attached to the tops of the columns with four 3/8 inch x 4 inch lag bolts while attachment to the 4 x 4 supports uses'/, inch bolts. The upper purlin is connected to supports with 3 /16 inch hot- dipped galvanized steel "L" brackets and '/, inch bolts. Contoured 2 x 6 fascia boards and lap joint rafters are fastened to the purlins with number #10 x 3 inch square drive stainless steel screws. A 2 x 4 roof trim board is fastened to fascia boards with 1/8 inch hot-dipped galvanized steel brackets and Y. inch bolts. Playhouse Roof -The Playhouse Roof is constructed on site with either Lodgepole Pine and Hem-Fir components or Recycled Plastic components. The roof uses 2 x 4 lower beams connected to tops of columns with steel brackets constructed from welded and powder-coated steel 3 /16 inch plates. Contoured 2 x 6 fascia boards are fastened to upper and lower beams with 3 /16 inch thick hot-dipped galvanized steel brackets and 'ta inch bolts. Lap joint rafters are fastened to upper and lower beams with number 14 x 3 inch square drive screws. 12-lnch Handgrip-The 12-inch Handgrip is intended to be used wherever extra hand support is desired and the fastener locations are separated by 12 inches. It is constructed from 1 inch outside diameter x .083 inch wall steel tubing, bent and welded to two 3 /16 inch steel mounting plates. The mounting plates are drilled for'/, inch bolt attachments to fasteners. The Handgrip is thermo-plastic coated after fabrication 24-lnch Handgrip -The 24-inch Handgrip is the same as the 12-lnch Handgrip with the exception that the steel mounting plates for the fasteners are separated by 24 inches. Activity Rail -The Activity Rail is intended to prevent inadvertent falls from a platform through an opening that serves a play-event, such as an Arch Climber. The top bar of the Activity Rail is constructed from 1.315 outside diameter triple-coated steel pipe and bent around a 16 inch radius to allow a passage height above a platform of 48 3/4 inches. Two 1 inch diameter handgrips are welded to the top bar and extend 24 inches towards the platform allowing easier access to and from a play event to the adjacent platform. The Activity Rail is mounted using four 3/16 inch steel mounting plates and four 'h bolts, Do-Nuts, and Eagle Fasteners or Threaded Inserts. The assembly is powder-coated after fabrication. Mr. Welcome -Mr. Welcome is intended to prevent inadvertent falls from a platform through an opening that serves a play-event, such as the Boarding Net. The top bar of the Activity Rail is constructed from 1.315 outside diameter triple-coated steel pipe and bent around a 16 inch radius to allow a passage height above a platform of 39 3/4 inches ,(27'/. inches for Mr. Welcome Jr.). Four 1.315 inch outside diameter x .109 inch wall handgrips are welded to the top bar and extend to the platform, allowing easier access to and from a play event to the adjacent platform. The top of Mr. Welcome is mounted using two 3 /16 inch steel mounting plates and two '/, bolts, Do-Nuts, and Eagle Fasteners or Threaded Inserts while the bottom is attached to the platform with four number 10 x 1'h inch wood screws. The assembly is powder-coated after fabrication. BigToys, Inc. 2006 4 Entry Pipe -The Entry Pipe is similar to the Activity Rail but does not have handgrips. The top rail is welded to two '1,6 inch steel Face Plates. The assembly is powder-coated after fabrication. BigToys, Inc. 2006 5 REPLACEMENT TREE LEGEND (5££ SIGNIFICANT TR££ RETENTION & STREET TR££ PLAN FOR FURTHER INFORMATION): LEGEND ACER CIRCINA TUM AMELA NCH/ER ALNIFOLIA BETULA PAPYRIFERA FRAXINUS LA TIFOLIA PRO.ECT NOTE (SEE SHEET BELOW) PSUED07SUGA MENZIESSI! THUJA PUCA TA 'HOGAN' TSUGA MERTENS/ANA COTONEASTER DAMMER/ 6' HT CEDAR PANEL FENCE ~ D C C O D>-- SPUT-RA/l FENCE BLACK POMJER COA TEO 6' HT CHAIN LINK FENCE (SEE CIVIL SHEET CZJI) LANDSCAPE BO/JLOER REC. SPACE CALCS. SITE AREA: NUMBER OF LOTS: R£CR£A TION SPACE REQUIRED (22 X 390 S.F.): RECREATION SPACE PROVIDED: PLA Y AREA CAL CS. PLAY SPACE REQUIRED (22 X 45 S.F.): PLAY SPACE PROVIDED: PLANT SCHEDULE 190.123± S.F. (4.36± ACRES) 22 8,580 S.F. 39,757 S.F. ggo s.F. 3,250 S.F. OTY' BOTANICAL NAME COMMON NAME SHNfJ8S 2J CORN/JS STOLON/FERA )SANTI' /SANTI REOTHfG DOGWOOD 21 MAHON/A AQ/JIFOL/1/M OREGON CRAPE 109 VIB/JRNIIM OA VIOi! OA VIOS VIB/JRNUM Tl/RF ' 2,115 LAWN sf 6,535 HYDROSEEO EROSION CONTROL MIX sf ' QI/ANTI TIES ARE ESTIMATES AND INTENDED FOR PERMIT P/JRPOSES ONLY. PROJECT NO TES SIZE SPACING ' 2 GAL. MIN. J.5' o.c. 5 CAL. MIN. 4' o.c. 2 GAL. MIN. J' 0.C. COMMENTS JB PREMI/JM SEED OR SIMILAR JSJt ANNUAL RY/iRAS:S: 15:r CREEP!NrJ REO FESC/JE CD 0 PICNIC TABLE: FAIRWEATHER F-4 ADA TABLE. RECYLED PLASTIC, CEDAR COLOR. MOUNT PER MANUFAClVRER's SPECIRCATIONS. TRASH RECEPTACLE· FAIRWEATHER TR-1 MODEL (OR APPROVED EQUAL).RECYLED PLASTIC, CEDAR COLOR. INSTALL AS PER MANUFACTVRER's SPEC/RCA TIONS © CD 0 CD BENCH: FAIRWEATHER LANDSCAPE SERIES, MODEL L-2 (OR SIMILAR). RECYLED PLASTIC, CEDAR COLOR. INSTALL AS PER MANUFAClVRER's SPEC/RCA TIONS MOUND UP J: 1 FROM EDGE OF ACCESS DRIVE ALLOW FOR DESIRE/WANDER PATHS TO OCCUR AT BASE CRA V£l ACCESS DRIVE (SEE CIVIL): PLAY STRUC1VR£· BIG TOY MEC650-10 CABANA, WOOD, BY EARLYWORKS (OR SIMILAR). TO BE INSTALLED PER MANUFAClVRER's SPECIRCAT/ONS. 6' SAFETY FALL ZONE REQUIRED AROUND ENTIRE STRUClVRE (IMAGE BELOW}. -----------·--------- •",'•"I . ... ' -· .,,.,. . -----,, •. ,,, .,, •'· ,,_,_,,.. ••>. \ \ '· \ ' \ i. ' ; \ \ \,. ; \ ' f l i i \ i i C ' ' ' ! ., --f . .,,, ' l ' i rt ' ' I ' ' ' \ ' f ' ' ' I ! ' i i i l ' i ' I / i ' ' ' ' i " ' . ·-""L ,,,.,.-: SEC. t~ TWP. 22 N, RGE 5 EAST, W.M. PL!-INTING NOTES ' ' ' F \ ' ,, ' I. THE LANDSCAPE CONTRACTO/i' MUST BE LICENSED AND OR BONDED. CONTRACTOR MUST BE EXPERIENCED IN LANDSCAPE WORK OF THE BESl TRADE PRACTICES AND HAVE THE NECESSARY EQUIPMENT AND PERSONNEL TO PERFCRM WORK. 2. TH{ LANDSCAPE CONTRACTO,? SHALL BE RESPONSIBLE FOR FAMILIARIZING HER/HIMSELF WITH THE SITE ANO All OTHER SITE IMPROVEMENTS PR/CR TO THE START OF LANDSCAPE WORK. 3. TH{ LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES AND USE CAUllON WHILE EXCAVATING IN ORDER TO A V0/0 D/SlVRBING ANY EXIST/NC UTILITIES. THE LANDSCAPE CONT/iACTOR WILL PROMPTlY NOTIFY THE GENERAL CONTRACTOR AND OW/vER OF ANY CONFLICTS. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTER[]) DUR/NC PLANT/NC ACTIVlllES. ALTERNATIVE LOCAllONS MAY BE SELECTED BY THE 0/(NER's REPRESENTA Tl'IE. 4. THE.' LANDSCAPE CONTRACTON WILL COORDINATE All WORK RELATED TO OTHER TRADES AS REQUIRED. 5. THF LANDSCAPE CONTRACTO/i' SHALL PROVIDE All PLANTS OF THE CORRECT SIZE, SPECIES VARIETY, QUANTITY AND QUALITY AS SPEC/RED ON PLANT SCHEDULE AND SYMBOLS ON LANDSCAPE PLAN. IF UNAVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OW/vER's REPRESENTATIVE IMMEDIATELY AND PROVIDE THE NAMES AND IELEPHONE NUMBERS OF IHREE NURSERY SUPPLIERS OR PLANT BROKERS THAT HA VE BEEN CONTACTED. SUBS/.' TUTIONS SHALL ONLY BE MADE UPON THE APPROVAL OF THE OW/vER's REPRESENTATIVE. 6. ALL PLANT MATERIAL SHALL BE INSPECTED AND APPROVED BY THE OW/vER's REPRESENTATIVE PRIOR TO PLANTING. All PLANT MATERIAL SHALL CONFORM TO THE AMERICAN STANDARDS FOR NURSERY STOCK er AMERICAN ASSOCIATION OF NURSERYMEN (ANSI Z60.1}. 7. THE LANDSCAPE CONTRACTON SHALL DELIVER. MAINTAIN AND WATER PLANT MATERIAL UNTIL OW/vERS RNAL ACCEPTANCE IS RECEIVED. 8. THi' LANDSCAPE CONTRACTOP SHALL TAKE All NECESSARY PRECAUTIONS TO PROTECT ALL PROPERTY, INCLUDING PAVEMENT, WALKWAY.~ CURBS, FENCING, STRUCTURES, ETC. DURING CONSTRUCT/ON. 9. TH[ LANDSCAPE CONTRACT0/1 SHALL BE RESPONSIBLE FOR KEEPING INFORMED OF All EXISTING CODES. LA/15 ANO CRD/NANCES RELATING TO THE WORK REQUIRED ON SITE, AND SHALL COMPLY ACCORDINGLY. 10. TH.': LANDSCAP{ CONTRACTCR SHALL COOROINA TE WITH THE GENERAL CONTRACTOR TO ASS/JRE PROPER SUBG/i'AOES ARE MET. THESE ll/CLUDE 6" BELOW FINISHED GRADE FOR PLANTING BEDS AND 4" BELOW RN/SHED GRAOE IN LA Wlv AREAS. 11. TH,: LANDSCAPE CONTRACTOi? SHALL SUBMIT THREE REPRESENTATIVE SOIL SAMPLES TO THE OW/vER's REPRES'ENTATIVE FOR APPROVAL., BY AN APPROVED SOIL TESTING LABORATORY. AMENDMENTS SHALL BE ADDED TO THC SOIL MIX AS RECOMMEN/IED BY SOIL TESllNC LAB. 12. TH.: CONTRACTOR SHALL BE RESPONSIBLE FOR BRINGING PLANTING BEDS ANO LAW/v AREAS TO RN/SHED GRADE US/NC APPROVED TOPS0,1. TOPSOIL SHALL BE PAC/RC TOPSOIL THREE-WAY MIX OR SIMILAR AND SHALL HAVE .4 PH RANGE OF 5.0 TO t,5. 13. TH{ LANDSCAPE CONTRACTO,? SHALL PROI//DE TOPSOIL TO A DEPTH OF 6" BELOW FINISHED GRADE IN PLANT.NG BEDS AND 4• BELOW GRADE IN SODDED LAW/v AREAS. THE LANDSCAPE CONTRACTOR SHALL ROTOTILL SOIL A MINIMUM OF 6" INTO EXISTING SOIL LA '/ER. 14. TH.0 LANOSCAPE CONTRACTO,? SHALL RAKE PREPAREO AREAS AND REMOVE ANY ROCK OR DEBRIS OVER 1~ IN LAW/v AREAS ROLL FOR RRMNESS TO PROVIDE A UNIFORM SURFACE WITHOUT DIVOTS OR MOUNDS. 15. TH.0 LANDSCAPE CONTRACTOR SHALL SET FINISHED GRADES BELOW EDGE OF HARDSCAPE ELEMENTS, PRIOR TO MULCh PLACEMENT. AT J" FOR PLANT/NC BEOS ANO!" FOR LAW/v AREAS. 16. THE LANDSCAPE CONTRACTOR SHALL PROVIDE A 2" DEEP LA '/ER OF MULCH IN ALL PLANT!NG BEDS. 17. MULCH SHALL BERNE GROUND FROM RR OR HEMLOCK OF UNIFORM COLOR. FREE FROM WEED SEEDS, SAWOUST, WOODRBERS OR ANY OTHER COMPO/JND DETRIMENTAL TO PLANTS. 18. FERTILIZER SHALL BE A COMPLETE COMMERCIAL BRAND FERTILIZER WITH COMPLETE CHEMICAL ANAL YS/S SHOW/v ON AN UNOPENED CONTAINER WHEN DELIVERED. FERTILIZER SHALL BE APPLIED AT RATES CONSISTENT WITH THE MANUFAClVRER's RECOMMENDATIONS AND PER THE SOIL LABS RECOMMENDATIONS. 19. AREAS TO BE CLEAN AND FREE OF DEBRIS AND RUBBISH DURING PROGRESS OF WORK UNTIL COMPLEllON. RAKE BEDS NEA Tl Y TO AN EVEN RNE GRADE AROUND ALL PLANTS. ALL PAVED AREAS ARE TO BE CLEANED WITH BROOM AND WASHED AS NEEDED. All PLANTING AREAS AND ADJACENT PAVED AREAS SHALL BE LEFT IN CLEAN CONDITION, UPON COMPLETION OF WORK. 20. IF A DISCREPANCY EXISTS BETWEEN THE PLANT QUANTITIES ON THE PLANT SCHEDULE AND THOSE SHOWN ON THE PLAN, THE QUANTITIES ON THE PLAN SHALL GOVERN. 21. SHRUBS TO BE MAINTAINED AS TO NOT EXCEED 40• IN HEIGHT. 22. All TREES ADJACENT TO PEDESTRIAN WALKWAYS AND VEHICULAR CIRCULATION ROUTES SHALL BE LIMBED UP TO 8' HT. /RR/GA T/ON NO TES 1. STREET TREES TO BE MAINTAINED er THE ADJACENT LAND OW/vER. 2. /RR/CATION IS OPTIONAL: IRRIGATION DESIGN FOR PROJECT TO BE BY BIDDER DESIGN. J. IRRIGATION DESIGN TO BE COMPLIANT WITH KING COUNTY STANDARDS AS PRESCRIBED IN KCC 21A.!6.J30 -.JlO. SCALE: 1 " = 30' t..J-t.....Jo }(f \; (:: I ' ·-' (";("'·i '\ffV ... ...1.)l. l RECF~E/\flCirJ ·:11 '"N i ,-.f""\ /, . ,l\F'FJRO\/i:D ,,Cv ·~ 5-Ct, 6f" ' DATE- K.C. D.D.E.S. King County Dermrtr'len t uf DevelopMent (lnd Environnento.l Services APPROVAL FOR SITE CONSTRUCTION Review Engineer ENGRCOMP Date DEVELOPMENT ENGINEER COMPLETE Date CoMMents, SENmR ENGINEER Date - w r ""' D STATE OF WASHINGTON REGISTERED lANDSCAPE ARCHITECT ~~ VJ w D CERTIFICATE NO. 938 r () le! , 0 "' 0. () z () z -"' "' LL! z -() z u., I w () _J z :i <( ('.) uLdzz {/) z (_') - 0 -"l: >-Ct'. <( LL.... r.n O 0:::: --0 O'.I z w O'.I 0 > <( [IJ • ] PROJECT NUMBER 04120 DRAWING L2.01 SHEET 13DF 14 z 0 (/) > w fr'. 0 . DETAILS I 1/2 x NOOTBAll 0/A. l 2 ,_ k -=--.-'xi ,_;' ,--PLANT SET CROM/ OF PLANT AT RN/SHED GRADE r--2" LA YER MULCH AS SPEC/RED ON PLANS; TAPER TO CROM/ ,,--SAUCER 2· HIGH ·------- 'V'l,L..----'>f: .,...--RN/SHED GRADE j:J~~:;::::,,,,--ROOTBALL 4::__----TOPSOIL BACKRLL &-FERllLIZER hoc------ROUGHEN ALL SURFACES l " l A 2 x NOOTBAll DIA. SHRUB PLANTING DETAIL 3• -2%P/TCH PA TH EDGING DETAIL OF PIT ...__ __ CUT NEW ROOT MASS TO SllMULA TE NEW ROOT GROW!H '-SOIL LA YER NTS NTS L INTERLOCKING PLASTIC LANDSCAPE EDGING (PE/11,/ALOC OR S/1,//lAI/}; TOP OF EDGING TO BE A l,/AX/1,/UI,/ OF 1/2" ABOVE SUI/FACE MATERIAL flNISHEO GRAOE (Pim! AWAY fl/0/,/ SLOPE) (TIP.) COMPACT GRADES ADJACENT TO EOG/NG TO A VOID S£TT1/NG J-1/2" COl,/PACTEO CRUSHED ROCK (S/8" /,//NUS) TO 95X -PITCH AWAY FRO/,/ OU/LO/NG -TIP. 12• ALUM/NU/,/ STAKES TO LOCK INTO PEFIFORMEO LOOPS ON THE EDGING NOTE: 1. l INTEI/LOCKING PLASTIC LANDSCAPE EDGING TO 8E INSTAl1El) PEIi MANUFACTIJI/EI/S SPEC/flCA TIONS. .,,---ASPHALT PAVING (CLASS B) (2' THICK AFTER COMPACTiJN} 45 DEG. TAMPED EDGE SET RN/SH GRADE BELOW PAVING SURFACE AS REO. TO ALLOW FOR FR££ DRAINAGE OFF OF PAV/NG AFTER TURF /MULCH INSTALLA 110N (TYP.} 1 /It' DEPTH CRUSHED STONE AGGREGATE BASE 2 Vt" DEPTH AGGREGATE SUBBASE SUBGRADE COMPACTED TO 95% 3 ASPHALT WALKWAY DETAIL 12· 4 TIMBER STAIR DETAIL NTS NTS ,,,------6"X12• llMBERS ANCHORED WITH 1/2" DIA. GAL V. STEEL PIPE DRIVEN THROUGH DRILLED HOLES OF llMBER 6" FROM £DC£ AT EACH ENO (TYP.) 6"X/2" llMBER CHEEK WALL ANCHORED WITH 1/2" DIA. GAL V. STEEL PIP£ DRIVEN THROUGH DRILLED HOLES 4• 0. C. (TYP.) COMPACTED .J/8" MINUS CRUSHED ROCK PREPARED SUBGRADE SEC. 5, TWP. 22 N, RGE 5 EAST, W.M. PLAY SURFACE 1" BELOW SIDEWALK EDGE (1" CHAMFERELI EDGE} WALKWAY.· 1% CROS, S.'.OPE MIN. i . ' -. • ' . ' . ' .• -., ,, ·; "·" - . ,-,.... '· ., •, -·; ·i :.: 1· ,.-,: -.· -· •..• , .•• ·,·,--, ·; ;· • • ·, ,II; .. ' .' ,. ,• • -· .. -·-·. ·, •; •; •; ·: : --.. \\~ . ' .' ,· ,-., ·, . ·-' .. -,-, -, '· ,· ,· ·-, ..... 12" OF GT !MPAX ENGINEERED RBER SURFACE MATERIAL OR SIMILAR ,,--EX/SllNG GRADE ~ GEOTEXllLE FABRIC (BOTTOM LA YER APPLIED TO NON- ..... ·. · · · .. , ... , , ··;;:,·.:·,,,: ·~· .,"" .. i,,j VAULT AREAS ONLY} ! . , .J" DRAINAGE LA YER (°*' DRAINROCK) f-~· ,,,~·-,,-·_·. -·· _· ._. ·_,_ . .:...·c,·/-· .:...'t--·.:...· :__' _._• c'.. '_.:....c•~·-· :.c_~ ~· ----"-'· ·:.• -~:::...·:· ~if----VAULT SU. GRADE COMPAC/ED ----' TO 95% 1% GRADE FROM CENTER ~ 2X4 CAP FLUSH TO BACK OF POST 8 1 -0 11 o.c ~-OECORA llVE WOOD POST l" r __ ;;; CAP , 1.S' , /_ ~1X4 TRIM r~"'a:=~=======r~)lr / / • ,,., I 1X4 CEDAR SLATS; NO SPACING BEIYTWEEN SLATS JJ~---4X4X8" PRESSURE TREA TEO 11 WOOD POST ,,---1X6 TRIM -CONCRETE FOOllNG; PITCH /' TO DRAIN (TYP.) ,f' ,,,~ RN/SHED GRADE ..... _ ~ . . ... _ .. ·., ' : ·_"·< : :.-' EXTRUL'ED ----' ASPHALT EDGE 7'REA TMENT A: EDGE ADJACENT TO WALKWAY ,,..-12" HT PLAY CURB BY GAM£11M£, OR SIMILAR; INSTALL PER MANUFACTURERS' SPEC/RCA llONS (TYP.} RN15H GRADE TO 1" BELOW PLAY CURB~ EDGE; SLOPE AWAY Ar 2% (TYP.) --- -------PLAY SURFACE SHALL 8£ 1• BELOW ,,.-----PLAY CURB EDGE t0 ::70::::,,:::,,:·.· • ·· -H·. ~. · -~., · · c---:-,, .~~ . c· •11··' ·.ca;'.,; S •••••• ,., •• ,,., ·; ·; • _.'' .' . .-~--. , .. , ·,. ' ' _.' ,. ' ,-,· ,. '•. ,_ -... :'/.,:'.:· . ,rn-,,",\. , -, . -, -. 12" MIN. OF GT IMPAX ENGINEERED FIBER SURFACE MATERIAL OR APPROVED EQUIVALENT .,,--G£DTEX11LE FABRIC (ABOVE &-BELOW ORAINROCK) ..---4• MIN. DRAINAGE LA YER (°*" ORAINROCK} ";!:f.---COMPACTED SUBGRADE CRUSHED ROCK BA.'iE COURSE (COMPACT TO 95%} --' 7i?EA TMENT B: EDl-:E ADJACENT TO PLANTING BED 5 PLA Y Alr'EA SURF A CE & EDGE DETAIL ·········<: :.,':~ ... // ' . ~--APPLY EXTERIOR WOOD CLUE TO NOTCHES (TYP) 10 FT. NTS CHAMFER TOP OF POST 45 DECREES ---~ TO A DEPTH OF ONE INCH 4 -1/2 • DIA. PI/ESS/JRE TREATED LODGEPOLE PINE POLE, SPACED 10 FT. 0. C. -~_.._ ______ _ J -1/2 'DIA. PRESSURE TREATED LODGEPO/£ PINE POLE, \ • ~ • '<> f .,··.··.··.·:::::.······· . : : .. :,,. ' ' =-- . .... ··----....... , , .. ,-.::. -·· ' .. '' .... : . .'."'_'' ::: .. ___ . '. VERTICAL STEP GREATER THAN JO INCHES. AL TERNA TE LOCA llONS MAY OE APPROVED BY CITY. ••' ._ ·.::::;::::. . ., .... ' . " ... ' .. ' . . . .. .... ... ' . 1--=··=····=··· -I ' .. ' " ' ·.: 1-------.. -... ·-.:-·· .-. -.,--------,,-.-,,.-, ... -... -... -.. :·-c .. cc: .. ,,.... "' ... = .... cc ... ::c .. -... -.. -.=,:::-...... -,--.,,--.. -.... ,-. ----1 • \ ,_:_:-.::·-: , .. -,,· .--<,,., / FINISHED CRAOE • • '. ~ 12" DIA. CONC. ' FOO 11NG FOR --'-------- t~ POSTS; PITCH "." ~-. .. ti/; TO DRAIN (TYP.) w ,., SPLIT R14IL FENCE DETAIL /] DETAIL NOTES I. FENCING SHALL BE A PIIE-DR/L/£D 'DOWELED RAIL FENCING SYSTEM SUPPLIED BY SULTON POST AND POLE, OR APPROVED EQUAL 2. FENCING SHALL BE PRESSURE TREA TEO LOOCEPOLE PINE. PRESSURE TREATMENT SHALL BE CCA IN ACCORDANCE WITH APWA LP-22 TO A MINIMUM RETENllON OF 0.4 lb./cu. fl. 3. CORNER FENCE POSTS SHALL OE 5-1/2" DIA. AND UN£ POSTS SHALL BE 4-1/2" DIA .. BY 6 FT. IN LENGTH, SPACED 10 FT. 0.C.. 4. FENCE RAIL/NC SHALL 8£ J-1/2" DIA. BY 10 FT: IN LENGTH WITH J RAILS PER POST. 5. THE TOP OF THE POSTS SHALL BE 4 FT. ABOVE flNISH GRADE. 6. ALL POSTS ANO RAILS SHALL BE INSTALLEO PER THE MANUFACTURE's WRITTEN INSTRUCllONS. NTS . ·--."' ' -. ' -' • . . : , .. _.---•• : . ' ·:·:·. "' ... ' . . / ~-.· .:-· . 2R i{c,:,l . W-4kcu'c'c,..,• "I< 4 • , ... ~ ' ::··:;,.: ... : '' .. _, __ _;,-_~, ,. GRAVEL SUB-BASE (TIP.) :L..:;. . :~ .•.• t-··.·.:---UNOISTURBED SOIL .,. . ;,' .-. .-. .,_,. SECTION ELEVATION 7 PANEL FENCE DETAIL STAKING NOTES: RU88EI/ HOSE AT TIIEE; ~ HOSE SI/All BE LONG ENO/JG// TO ACCOl.ll,/OOA TE . I YEA/IS GIIOWTH ANO B/JFFEII All 81/ANCHES Fl/01,/ THE II/RE. J HARO/lf/00 STAKES OR -, OTHER APPIIOVED MATERIAL; All STAKES TO BE DRIVEN OUTS/OE THE ROOTBAll, AT 120' SPACING. CAL VAN/ZED 1111/E OR CABLE: -, 1111ST II/RE TO TIGHTEN ONl Y ENO/JC/I TO KEEP fROI.I SUPP/NC (ALLOW FOR SOI.IE T/11/NK 1,/0VEl,fENI). J' MIN. 1 1/2 x 1/00TBAll OIA. 8 '----------·--,. • NTS • 0 • • • • • • • • • • "•,~------PRUNE TIIEE AS 0/RECTEO IN ••• • • • 11•• •• • • • • • • • 0 • 0 • • • • • • • • • ,I'. • • o O O 0 0 0 0 0 8 • • • • • • • • • • • • • • PLANTING SPEC/RCA TIONS. ,--PLANT T/IEE SO THAT THE T/IUNK CROW IS ',/SIBLE AT THE TOP OF THE ROOTBAll,· SET T!JP OF ROOTBAll FLUSH TO G/IAOE; 00 NOT COVER THE TOP OF THE ROOTBAll 111TH SOIL ,---/,/IN. J" M/JlCH; 00 NOT PLACE IN CONTACT llfTH T/1/JNK. ,--4 IN. HIGH EARTH SAUCER AROIJNO EDGE OF PlA/ll/NG Pl T. ,--RN/SH GI/ADE ~ ROIJG/IEN EDGES OF PIT C-~-REMOVE All lllfNE. llfRE ANO 8/JRlAP fROI.I TOP HALF OF ROOTBAll,· NON-8/0DEG/IAOEBLE 1,/A TER!Al SHALL OE REl,/OVEO COMPLETEl Y. J?---TA/IP T!JPSO/l BACKflll ~-d,. AROUND ROOTBAll BASE 2 x ROOTBALl DIA. flRMLY llfTH FOOT PRESSURE TO A fWO SHIFT OF ROO/BA/L '--NATIVE SOil LA YER ...__ PLACE ROOTBALL ON UNEXCA VA TEO SOil PEDESTAL TO Pl/EVENT SETTUNG TR££ PLANTING DETAIL NTS King County Depurtrient ul Developcent ond Environcentol Services APPROVAL FOR SITE CONSTRUCTION - Review Engineer ENGRCOMP Date DEVELDPMENT ENGINEER NT, COMPLETE Date CoMcents, SENIOR ENGINEER Date • -'•• ,' . ·---••·' • • "· • ·.~ •,a•,,,-,, a ,·a,, -~ • ,. ,,,. , .. •'• ,,a-.·. •' ~ ,o,,,. ''"",,,,,._,,_;_.a, ,. •• '--"--+--1--+-+--1--1---+--le-f+-- >-m " ~ "' "-<>:: ;§ :;,; "§ w r <( 0 - STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ~ ~ w <ti [li ~ 0 w z " 1/) w 0 CERTIFICATE NO. 938 L,,j C( ~- § le,: VJ ::i: .... !;'i ~ ~ w ~ <>:: Cl'j w ~ ct'. Lu <ti " i}j ~ <( z ~ <( 0 "' w I-> (.) z 0 w " ct'. , <( [L 0 O'. [L ct'. 0 <( [L ->- "' :,.. "' ::, V) t, :z: w _J <( u (/] >- lL D' w > I u z _J -· <( co wZz z0-o-5' a:<( 0 (J) er: -0 z a: 0 <( m PROJECT NUMBER 04120 DRAWING L2.31. SHEET 1.4 OF 14 z 0 Ul > uJ D' 1::1 <( 0 0 z 0