Loading...
HomeMy WebLinkAboutLUA 09-033_Talbot Ridge Estates_Appr. Rec. Plan... Wong, Wylie From: Sent: To: Cc: Bull, Trishah esday, September 03, 2008 1 :52 PM Wong, Wylie Townsend, Steve; Dye, Pete; Claussen, Kimberly Subject: RE: Talbot Ridge Estates-DE comment for Approval Follow Up Flag: Follow up Flag Status: Red ' Page 1 of 3 Hi Wylie, The minimum density for Talbot Ridge Estates is 21 lots, therefore the applicant has satisfied the density requirement with 22 lots. Thanks, Trishah From: Wong, Wylie Sent: Wednesday, September 03, 2008 8:38 AM To: Bull, Trishah Subject: FW: Talbot Ridge Estates-DE comment for Approval Trishah, Attached is a density calculation. The minimum required dwelling unit is 20 as shown on page 4. Please check and confirm. Thanks, Wylie From: Cliff [mailto:Cliff@belmonthomeswa.com] Sent: Tuesday, September 02, 2008 5: 10 PM To: Wong, Wylie; rhs@coredesigninc.com Cc: Dye, Pete Subject: RE: Talbot Ridge Estates-DE comment for Approval Here you go. Thanks Cliff Williams Belmont Homes, Inc 206 714-7161 From: Wong, Wylie [mailto:Wylie.Wong@kingcounty.gov] Sent: Tuesday, September 02, 2008 4:03 PM To: rhs@coredesigninc.com; Cliff Cc: Dye, Pete Subject: RE: Talbot Ridge Estates-DE comment for Approval Hi Robert Please pdf sheet 5 to me first. Cliff, 09/04/2008 Can you email or pdf the calculations to me today. Thanks, Wylie From: rhs@coredesigninc.com [mailto:rhs@coredesigninc.com] Sent: Tuesday, September 02, 2008 3:58 PM To: cliff@belmonthomeswa.com; Wong, Wylie Cc: Dye, Pete Subject: RE: Talbot Ridge Estates· DE comment for Approval Wylie, Page 2 of 3 The contours have been fixed in the area referenced. How would you like me to handle it at this point. Should I submit a pdf to you for quick review or would you like me to send you a new hard copy of sheet 5? From: Cliff [mailto:Cliff@belmonthomeswa.com] Sent: Tuesday, September 02, 2008 3:52 PM To: Wong, Wylie Cc: Dye, Pete; Core • Rob Stevens Subject: RE: Talbot Ridge Estates-DE comment for Approval Wylie: The Subdivision Density and Dimension Calculation sheet was submitted as part of the preliminary plat process. would hope these documents are available to the Development Engineer (DE). FYI, the calculation resulted in a base allowance of 25 units, a maximum of 33 units with qualified transfer units, and a minimum of 20 units. We are proposing 22 units, therefore do not need TDRs, I can supply a copy of the calculation sheet if it is not available to the DE. Please advise. Cliff Williams Belmont Homes, Inc 206 714-7161 From: Wong, Wylie [mailto:Wylie.Wong@kingcounty.gov] Sent: Tuesday, September 02, 2008 2:54 PM To: Cliff; rhs@coredesigninc.com Cc: Dye, Pete Subject: RE: Talbot Ridge Estates· DE comment for Approval Hi Cliff and Robert, I was able to meet the Development Engineer today, one day earlier than the scheduled meeting. He has two questions as follows: 1. Does the proposed 22 lots in R6 zone meet the zoning minimum density and condition 4? Trishah Bull of our planning section is going to take a look on this too. 2. On Sheet 5, the grading contours from 404 ft to 408 ft does not match that of the lot at the north side of SE 192nd Street along the ROW line. Same problem is shown on the road section A·A where the 2: 1 fill slope is outside ROW line. All grading shall match existing grading at the property line or grading and construction easement shall be provided. Please revise Sheet 5 accordingly. · Thanks, Wylie 09/04/2008 From: Wong, Wylie Sent: Thursday, August 28, 2008 1:10 PM To: 'Cliff; rhs@coredesigninc.com Cc: Dye, Pete Subject: RE: Talbot Ridge Estates-Fine tune plan set for Approval Cliff, Page 3 of 3 Morning meeting was cancelled due to emergency family sick leave of staff today. Meeting has been rescheduled to the morning of Sept. 3rd at 9 am. Thanks, Wylie From: Cliff [mailto:Cliff@belmonthomeswa.com] Sent: Wednesday, August 27, 2008 7:19 AM To: Wong, Wylie; rhs@coredesigninc.com Subject: RE: Talbot Ridge Estates-Fine tune plan set for Approval Wylie: If the approved plans are ready for transport to the City of Renton by 1 pm today, please leave at will call and give me a call. Thanks Cliff Williams Belmont Homes, Inc 206 714-7161 From: Wong, Wylie [mailto:Wylie.Wong@kingcounty.gov] Sent: Tuesday, August 26, 2008 4:37 PM To: rhs@coredesigninc.com Cc: Cliff Subject: RE: Talbot Ridge Estates-Fine tune plan set for Approval Robert, Got revised plans this afternoon. Thanks for your quick attention. A second meeting with the Development Engineer is scheduled on Thursday morning August 28th. Wylie 09/04/2008 I<{ q/2-/ o~ t7k. v,·-&t trtsk~ @ S'cai-t ~ fi ctl!Cl?d £, ~;f r'l«o '(~~~ G,o_,d-~ awifuWu; do nJr t4<-A-/~ !of~. __.::y ~ ~ fl2 51= 14d ~ i; IEow' <[} - · v'(j).1~-f' I""" s-f ctf <Ls Y'X!<'..,, -f ,-a,,:t y,f a,,_ "ff"~ -t,-..a~r~s c;-1:v-~ t't)_,,Q ~ i~ ~ £-~ <;,td- ' 6-i.-l ~ p '"""° King County DDES Approval Review Engineer: Date: Senior Engineer: Date: Development Engineer: Date: -..._) '--, i-t:tWs'oB,f~1;18fit6e"'!l>sit ~:· l:1>,''1.' :,-,j~J.!'·~. · .. J.;t. · ~·~)'::.,.;:.··r1•1.:1)W,i'1't'..tl ~1 ·t Yt:;;r; · King County ~~.tjflJ{i:;~::t\:~~ji~!~~~::.~}h\ittijti ,1,I,~,Mn~n~I2,?;,~g~1,~~J~\1gn:!:i~ Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 TTY 206-296-7217 Alternative formats available upon request FIie Number (To be filled in by DOES) PRELIMINARY SUBDIVISION WORKSHEET RELATING TO DENSITY AND DIMENSIONS Several development regulations play a role in the creation of a subdivision within King County. Determining the allowable density, minimum density, and a lot width on a piece of property can be confusing. This worksheet will assist you in correctly applying specific portions of the coda and will be used to determine if a proposed subdivision or short subdivision meets the density and dimensions provisions of the King County Zoning Code (Title 21A). This worksheet Is designed to assist applicants and does not replace compliance with adopted local, state and federal laws: . Pre~application conferences are required prior to submittal of a subdivision or short subdivision. These conferences help to clarify issues and answer questions. They may save you both time and money by eliminating delays resulting from requests for additional information and revisions. You may call 206-296-6600 to find out how to arrange for a pre-application conference. Worksheet Prepared By: Cl;;c,,C #LJ1/fll1>" ?£ Date: & I /;z_ fe.S · (Print Name) ; I · I Subdivision Name: .:;;1fec1fl'tt( ?£ ,4-T (f,1l,/!i0/ 'R1'1x;E. £351) Comprehensive Plan Land Use Designation: ...:O,.·:...,.b"·--~---------- 'J Zoning: -<-1(.L-·-.,,.(e._ ___ -------------- If more than one Comprehensive Plan Land· Use designation or zone classification exists for the property, show the boundary between the land uses or zones and the area within each on the preliminary plat map. If a single lot Is divided by a zone boundary, transferring density across zones on that lot may be permitted subject to the provisions of K.C.C. 21A.12.200. Please complete only the applicable portions of this form I. Site Area (K.C.C. 21A.OG.1172l also see (K.C.C. 21A.12.080): Site area (in square feet) is the gross horizontal area of the project site, lass submerged lands as defined by K.C.C. 21A.06.1265, and lass areas which are required to be dedicated on the perimeter of a project site for the public rights-of-way. -8 square feet in submerged land (any land below the ordinary high water mark -see K.C.C. 21A.06.825) + 8, 28 O square feet in perimeter rights-of-way which will be required to be ' dedicated = 8;28 0 Total Check out the DDES Web site at www.metrokc.gov/ddes Subdivision Dens!iy and Dimension CalcutaUons lc•cal-subden.pdf 12110103 Page 1 of6 Calculation: /tft'?C/21 -§;280 /8/,,{JL// , -'i!{e Gross horizontal area of the project site Total submerged rands and rights-of-way Site area in square feet NOTE: To continue calculations, convert site area in square feet to acres by dividing by 43,560 Site area in acres NOTE: When calculating the site area for parcels in the RA Zone, If the site area should result in a fraction of an acre, the following shall apply: Fractions of .50 or above shall be rounded up to the next whole number and fractions below .50 shall be rounded down. Example: If the site area in acres is 19.5 acres (less the submerged land and less the area that is required to be dedicated on the p9:rimeter of a project site for public right-of-way) the site area can be rounded up to 20 Beres. No further rounding is allowed. (See K.G.G. 21A.12.080) 11. Base Density CK.C.C. 21A.12.030 -.040 tables): The base density is determined by the zone deslgnations(s) for the lot. -~(c;,~-~ du/acre Ill. Allowable Dwelling Units and Rounding (K.C.C. 21A.12.070): The base number of dwelling units is calculated by multiplying the site area by the base density in dwelling units per acre (from K.G.C. 21A.12.030 -.040 tables). f. / {e site area in acres (see Section 1.) X 4, base density (see Section II) = ;Z5 allowable dwelling units Except'as noted below, when calculations result in a fraction, the fraction is rounded to the nearest whole number as follows: A. Fractions of .50 or above shall be rounded up; and B. Fractions below .50 shall be rounded Qown. NOTE: For parcels in the RA Zone, no rounding is allowed when calculating the allowable number of dwelling units. For example, if the calculation of the number of dwelling units equaled 2.75, the result would be 2 dwelling units. Rounding up to 3 is not allowed. (See K.C.G. 21A.12.070(E)). JV. Required On-site Recreation Space CK.C.C. 21A.14.180l: This section must be completed only if the proposal is a residential development if more than four dwelling µnits in the UR and R zones, stand-alone townhouses in the NB zone on property designated Commercial Outside of Center if more than four units, or any mixed use development if more than four units. Recreation space must be computed by Checlr out the ODES Web site at www.metro/(c.gov/ddes Subdivision Donslty and D!monalon Colculallons tc-col·subdun.pdl 12/10/03 Page2of6 multiplying the recreation space requirement per unit type by the proposed number of such dwelling units (K.C.C. 21A.14.180). Note: King County has the discretion to accept a fee in lieu of all or a portion of t11e required recreation space per K.C.C. 21A.14.185, Apartments and town houses developed at a density greater than eight units per acre, and mixed use must provide recreational space as follows: 90 square feet X proposed number of studio and one bedroom units 170 square feet X ---proposed number of two bedroom units + 170 square feet X ==== proposed number of three or more bedroom units + Recreation space requirement Residential subdivisions, townhouses and apartments developed at a density of eight units or less per acre must provide recreational space as follows: 390 square feel X .3 .3 proposed number or units = /2.,870 Mobile home parks shall provide recreational space as follows: 260 square feet X ___ proposed number of units V. Net Buitdable Area (K.C.C. 21A.06.797): This section iS: used for computing minimum density and must be completed on\y if the site is located in the R-4 through R-48 zones and designated Urban by the King County Compreherisive Plan. The net buildable area is the site area (see Section I) less the following areas: + ----areas within a project site which are required to be dedicated for public rights-of-way in excess of sixty (60') of widlh ----sensitive areas and their burfers, to the extent they are required by King County to remain undeveloped areas required for above ground slormwater control racilities lnctud\ng, but not limited to, ----retentionfdetention ponds, blofiltration swa1es and setbacks from such ponds and swales + J.:1~ fJ'Jl) areas required by King County to be dedicated or reserved as on-site recreation areas. "''/ Deduct area within slormwaler control faclllty if requesting recreation space credit as allowed by K.C.C. 21A.14.180 (seo Section IV) + + ____ regional ulilily corridors, and + ____ other areas, excluding setbacks, required by King Counly to remain undeveloped = /ly f3 ']Q Total reductions Calculatlon: jfj/, 6 <:j/ site area in square feet (see Section1) ' -/1,J:3/0 Total reductions . : . = /',::,, '"'77 /Net buildable area In square feet NOTE: convert site area 1s square feel to /"" t";.J; ..,_ -I·· acres by dividing by 43,560 = 3,BJ Net bui\dable area in acres Check out the DDES Web site at www.mqtrokc.gov/ddes Subdivision Oenslly and Dimension Calculations lc-cal-subden.pdf 12/10/03 Page 3 of 6 + + + + + + + = VI. Minimum Urban Residential Density CK.C.C. 21A.12.060): The minimum density requirement applies only to the R-4 through R-48 zones. Minimum dens_ity is determined by multiplying the base density in dwelling units per acre (see Section II) by the net buildable area of the site in acres (see Section V) and then multiplying the resulting product by the minimum density percentage from the K.C.C. 21A.12.030 table. The minimum density requirements may be phased or waived by King County in certain cases. (See K.C.C. 21A.12.060.) Also, the minimum density requirement does not apply to properties zoned R-4 located within the rural town of Fall City. (See K.C.C. 21A.12.030(8)12.) Calculation: {i, base. ~enslty in d~/ac (see Seclion II) X ~18 J Net buildable area in acres (see Section V) 2 3, :1 < X m1rnmum density% set rorth In K.C.C. 21A 12.0Jo or as adjusted In Section VII 0,:z..._..,e,..._J __ minimum dwelling units required (~3,;l., 'X.0-85) VII. Minimum Density Adjustments for Moderate Slopes (K.C.C. 21A.12.0871: Residential developments in the R-4, R-6 and R-8 zones may modify the minimum density factor in K.C.C. 21A.12.030 based on the weighted average slope of the net buildable area of the site (see Section V). To determine the weighted average slope, a topographic survey is required to calculate the net buildable area(s) within each of the following slope increments and then multiplying the number of square feet in each slope increment by the median slope value of each slope increment as follows: ____ sq. ft 0-5% slope increment X 2.5% me9lan slope value = sq. fl 5-10% slope increment X 7.5% median slope value= + ----sq. rt 10-15% slope incrementX 12.5% median slope value= _____ + sq. ft 15-20% slope increment X 17.5% median slope value= + ----sq. ft 20-25% slope Increment X 22.5% median slope value = + sq. ft 25-30% slope increment X 27.5% median slope value= + sq. fl 30-35% slope increment X 32.5% median slope value= + sq. ft 35-40% slope increment X 37.5% median slope value= + Total square feet Total square feet ----in net buildable area adjusted for slope Calculation: total square feet adjusted for slope divided by total square feet In net buildab!e area ----weighted average slope of nel buildable area ----% {Note: multiply by 100 to convert to percent-round up lo nearest whole percent) Use the table below to determine the minimum density factor. This density is substituted for the minimum density factor in K.C.C. 21A.12.030 table when calculating the minimum density as shown In Section VI of this worksheet. Weighted Average Slope of Net Minimum Density Factor Buildable Area(s) of Site: 0% --less than 5% 85% 5% --less than 15% 83%, less 1.5% each 1 % of averaae slooe in excess of 5% 15% --less than 40% 66%, less 2.0% for each 1 % of averaoe slope in excess of 15% Checlc out the ODES Web site at www.metrokc.gov/ddes Subdivision Density arnJ Dimension Celculelions lc-cal-subden.pdf 12/10/03 Pege4of6 + + + + + + + EXAMPLE CALCULATION FOR MINIMUM DENSITY ADJUSTMENTS FOR MODERATE SLOPES: 10,000 20,000 ~=~-sq. ft 0-5% slope increment X 2.5% median slope value = --,,'?;;,;;..-sq. ft 5-10% slope Increment X 7.5% median slope value= ~='-'--sq. ft 10-15% slope increment X 12.5% median slope value: ----sq. ft 15-20% slope increment X 17.5% median slope value = ----sq. ft 20-25% slope increment X 22.5% median slope valuo = _ _c7,;5e_O ___ + ...,,_2,c<5,cOO,_ __ + + + + + + 30,000 sq. fl 25-30% slope increment X 27 .5% median slope value = sq. ft 30-35% slope increment X 32.5% median slope value= sq. ft. 35-40% slope increment X 37.5 % median slope value= Total square feet -3-,2-5_0 __ _ ln net buildable area Total square feet adjusted for slope 3 250 Total square feel adjusted for slope divided by 30 000 .108333 Weighted average slope of net buildable area Total square feet in net buildable area = 11% (Nofe: multiply by 100 to convert to percent-round up to nearest whole percent) Using the table above, an 11 % weighted average slope of net buildable area falls within the 5% --less than 15% range which has a minimum density factor of 83%, less 1.5% for each 1 % of average slope in excess of 5%. Since 11 % is 6% above 5%, multiply 6 times 1.5 which would equal 9%. Subtract 9% from 83% for an adjusted minimum density factor of 74%. This replaces the minimum density factor in K.C.C. 21A.12.030 table. VIII. Maximum Dwelling Units Allowed (K.C.C. 21A.12.030 -.0401: This section should be completed only if the proposal includes application of residential density incentives (K.C.C. 21A.34) or transfer of density rights (K.C.C. 21A.37). Maximum density is calculated by adding the bonus or transfer units authorized to the base units calculated in Section Ill of this worksheet. The maximum density permitted through residential density incentives is 150 percent of the base density (see Section II) of the underlying zoning of the development or 200 percent of the base density for proposals with 100 percent affordable units. The maximum density permitted through transfer of density rights is 150 percent of the base density (see Section II) of the underlying zoning of the development. {u base density in dwelllng unils per acre see (Seclio ID?< 150% = --'CJ'----maximum density __ __,'/ __ maximum density in dwelling units per acre X site area in acres= ..3 7 maximum dwelling units allowed utilizing density lncentlves K.C.C. 21A.34) ----base density in dwelling units per acre (see Section IJ) X 200% i:: maximum density maximum density in dwelling units per acre X site area in acres = -m-a~,i~m-u-m-dwelling units allowed utilizing density incentives with 100 percent affordable units (K.C.C. 21A.34) base density In dwelling units per acre (see Section II) X 150% = maximum density ----maximum density in dwelling units per acre X site area in acres = maximum dwelling units allowed utilizing density transfers (K.C.C. 21A.37) Calculation: base allowable dwelling units calculated in Section Ill bonus units authorized by K.C.C. 21A.34 transfer units authorized by K.C.C. 21A.37 total dwelling units (cannot exceed maximum calculated above) Check out tho ODES Web sit'e at www.metrokc.qoy/ddes Subdivision Density and Dimension ca!culatlo~ lc-caH;ubden.pdf 12110/03 Page 5ol 6 ~ King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TTY 206-296-7217 www.kingcoUnty.gov September 5, 2008 Kayren K. Kittrick Development Engineer Supervisor 1055 South Grady Way Renton, WA 98057 RE: Engineering Plan Approval Recommendation to the City of Renton Talbot Ridge Subdivision (Engineering File L07SR012) Dear Ms. Kittrick: The Department of Development and Environmental Services (DDES) has completed our review of engineering plans for the Talbot Ridge subdivision. This project received preliminary plat approval by King County on February 21, 2007 and the property is now located in the recent annexation area of Renton adjacent to I 02"d Avenue SE. Our review of the project is being processed by King County under terms of the lnterlocal Agreement (IA) between DOES and the City. The Talbot Ridge project includes two separate phases for construction and our previous letter to your office dated June 18, 2008 recommended approval of phase one for the onsite portion of the plat construction. At this time, the enclosed plans show all site improvements including the road frontage improvements along SE I 92"d Street. Pursuant to the Interlocal Agreement, we are forwarding the engineering plans to your office with our recommendation that the City concur with our approval of the plans. Our review indicates the project is consistent with applicable standards for which the development is conditioned. Once we receive your recommendation and the applicant submits the required inspection fees and bonding, we will approve the engineering plans for construction. For your convenience, we are including key project file information that may assist in your review of these plans. A Site and Restoration Bond will be posted with the City to guarantee the work is completed according to permit conditions. It is our understanding subsequent reviews and inspections related to this . project will be continued by the County, on be-half of the City of Renton. If you have questions or need any additional information, please do not hesitate to contact me at (206) 296- 7204 or via email at steve.townsend@kingcounty.gov. Sincerely, Interim Development Engineer cc: Peter Dye, Senior Engineer D e, Pete From: Sent: To: Subject: Dye, Pete Tuesday, September 09, 2008 12:45 PM Dye, Pete FW: Talbot Ridge Subdivision Plan Approval Review · -----Original Message----- From: Kenneth Glasby [mailto:KGlasby@ci.renton.wa.us] Sent: Tuesday, September 09, 2008 9:56 AM To: Steve.Townsend@kingcounty.gov Cc: Cliff; Kayren Kittrick; Neil Watts Subject: Talbot Ridge Subdivision Plan Approval Review The City of Renton received the SE 192nd. St. Improvement plans which are being accepted by the City of Renton as submitted, with out any changes or conunents to the design. Kayren Kittrick is on vacation, Neil Watts Dev. Services Director. is approving the drawing in her absents. If you have any questions please call Mr. Watts@ (425) 430-7218 or Kenneth Glasby (425) 430-7288: Thank You, Ken Glasby 1 tQ King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TTY 206-296-7217 www .kinqcounty.qgv 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. L08M1029 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 que~tions, please call me at (206) 296-7167. If you have que~tions regarding the financial guarantee please contact Carol Rogers, Finance MlllM l=ll_t; COPY Section at (206) 296-7250. Questions regarding the inspection process may be directed to the Land Use Inspection Section (206) 296-6642. Sincerely, ~'"q,~ 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 ., ® King County K.C. 0.0.E.S. LANDSCAPE BOND QUANTITY 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 ~ tJMZoZ9 DDES PROJECT#: _;L=::0:.,:5.:._P:..:OOc.::Oc:_7 __________ _ ADDRESS: 192XX 102"d 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 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 10') $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-land scape bq. pdf 1111612005 Page 1 of 2 'i .!-UNIT PRICE UNIT TYPE QUANTITY PRICE 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 LBQW 11/13/2002 Check out the DDES Web site at www.metrokc.gov/ddes Talbot RidgeRecSpaceLSBQWS.doc b-wks·landscapebq.pdf 11/16/2005 Page 2 of 2 51/2' + I i 0 0 0 0 0 0 0 'o 0 o'· -- :, L ~A,,/ TR-2 WITH OPTIONAL 60LT DOWN PEDESTAL ' 0 0 0 0 r 28" 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 •'• . . . .. ... ·. . .. ,_ ~:W.' :.:'.l}1~ 2"SCI I r • (" 0 j, .' (20" L .. ,. ~ :-t. ' TR-2 TAPERED WITH OPTIONAL PERMANENT EM6ED PEDESTAL (18) 1112" , 5 1/2" ELEMENTS ,,/~:-,:-',. /. • ••. {& n>.CES) o···· , ···· .. , ····o ·· .... ·-... -· .. / -11-.·.r,r · ... / PLAT£ 0 2"&CH 40 "ff n-· '--. ' 2" roe· AS ,.~GIUl'-ED : ' . . _____I_ ' -~ . ..._A_.._-// r 29" ! j r L 1· TO 4" AS REQUIRED 40 PIPE ONG) 211/2" 0 0 0 0 _,,,,,,~ I .~A. 0 0 27'' ,--1/4" STEEL HOOPS (2 PLACES) ----r 0 0 0 0 29" 0 0 0 0 _J_ J ~ I L 1114• TR-2 WITH STANDARD SURFACE MOUNT REV. 8-10-06 1'R-2 §tirangli1t amtdl 1'R-2 1l'aJPeiredl 1I'lrasli1 Rece)Ptaclle 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. lhe resultant coating shall be minimum of 4 mils thick on all surfaces. OPTIONS Straight or tapered sides Leveling feet ( set of 4) Wood: Douglas Fir, Red cedar. lpe Recycled Plastic: Grey, cedar, weathered wood Mountings: Surface, embed or pedestal base Tops: Spun steel flat top, spun steel dome top, galvanized dome top 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 C\999-2005 Leader International Corporation, FairWeather S1te Furnishings d1v1sion 1:. ' ii'· .._.,..___,..,...,..~ Weathered Wooit' Fratn\i'Veather, S:tandar.dl Ci::olor., S.el:ecti10;11;, Flat or Gloss or Semi-Gloss Black -.--~-- 76114" 4r 4r t= _t_ CJ_~ L 4 x 4 WOOD OR RECYCLED PLASTIC , 0 ! 0 0 ~ --- o Io I o!o Io fo I <>I c Io tc I oj o Io olo lol cjolo[o[ol 010 ' L_l_L_l_L L_J_J_L_ l o O I 1 ' ' I 13 ,/8" ' ', I i;p;i 321/2" i-1e-c==::i b7~~ 18S/8" -"'11 I ~ I " __ "_] 0 ~~~ I l fl l~GRADE 13112· l~lJ ·j . I -1·:-: .:~ . '•, .-... :· ;., rx3"x 120WALL TUBE~ CDJ ,I I 3/16"xl"xl"ANGLE _>7 I ",0~ ~~ S"x5"x.180WALLTUBE 3/8"xl6"x16"SASE__/" I J 5/S"HOLES ~ FOR 1/2" ANCHORS --14"- EMBED MOUNT SURFACE MOUNT Model F-4 or F-4P 48" Picnic 'fable with Wheelchair Access, 4 x 41 Slats REV ll--02-06 5PECIFICATION5 MATERIAL Table & 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 tube 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 rolled steel. All angle and fiat stock shall be wheelabrated prior to fabrication. HARDWARE Slats shall be attached to frames with 3/8" plated carriage bolts, nuts and washer5. Assembly hardware is provided. Seat arms shall l,e attac:hed to center post with carriage bolts secured inside center 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 assembly hardware Table & 5ea1' Tope: F-4 Wood: Western Red Cedar, clear vg Douglas Fir, lpe F-4P Recycled Plastic: Gray, weathered wood. cedar Embed mounting: Depth & diameter of post hole may vary with soil conditions. Consult project engiiieer for correct dimensions. Surface moun1': Anchor bolts by others FairWeather Site Furnishings 360-895-2626 or Toll Free 800-323-1798 Port Orchard, Washington el 999-2006 Lc,...ter lntemational Corpon.tiou, FairWeadler Site Furnishings di,·ision 12 ' 12" LESS THAN OUT TO OUT DIM. 6" { .120 x 2" x 2" STEEL TUBE I ·., SURFACE 3/4" [/ +-1/2" HOLE FOR #".3 REBAR MOUNT L '. c..'.'. .• PLEASE NOTE: DEPTH AND DIAMETER OF INSTALLATION HOLE MAY VARY WITH SOIL CONDtnONS. CONSULT ' ·.'. PROJECT ENGINEER FOR CORRECT DIMENSIONS. EMBED .J 2"x3"WOOD (11/2" X 2 1/2") ".3/6" x 3" STEEL STRAP__,./ ~ t:15"_J 161/2" 5/6" DIA. HOLES FOR 1/2" ANCHOR BOLTS. (ANCHOR 50LTS 6YOTHER5) I I ---r J 161/2" 3/8"x3" Landscape Series, Model L-2 JBenclbi STEEL STRAP REV. 6-10-05 SPECIFICATIONS MATERIAL Wood: Wood shall be 11 ea. H/2" x 2-1/2" boards, all edges eased. All boards are 2 inches shorter than nominal size. For example, 6 ft. bench would be 5 ft. 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 ft. through 7 ft. long shall have a center strap. Benches 8 ft. through 12 ft. long shall have a complete center frame. All steel shall conform to A5TM A 36 hot rolled steel. FASTENERS Wood shall be attached to frames with vandal resi5tant stai~less 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 ft. 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 Ql99Y-2004 Leader lntemational Corporation, FairWcathcr Site Furnishings division .--r -·, ' ' ! I I ' _J I, ' ( \ ', J r\ _,/ '--. / ~ l ··cf , ~-\'\\ ' \. J ' '' \ ·--··/ / . ; i · 1 L_· -___ ,' ( .~----", l _ /,.,--.,\ ' ) ! '---/ "· _...-, .1/,' Standard Color Choice '· ;, _ .. ....,., ............ o;iQ"'"""',fl/'~-~~l!l>t,;:li!!I~, ~:~.,~-~~·~J:!/ '.'',·1.:· •• ;. ,,~1.,:(::~Z:1,,,;.,,:1 ::,' _."_ .. y ·~ ~··••t1•~"'!"'"""'11~~~~~~,ir~fwl'!PmQ. . " ~ ,11;(!1::;_ \,ji1t:_,,,_s;p-·,,,1,,,./',,,h,\ I \ \ " . 1 0 = 12-== = 31= ~ -,,,. -= 91 I I / I l ( 30'-6" 939cm " \ \ I I / I I "--__ -"scale: 1/8" = 1' 23'-2" 706cm (Jr.:_~\ \~ \ r __ ) ~i r1 [_ __ - 866/814-8697 (Phone) 3601528-8680 (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 1inch and 1-114 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 T6, 356 T6, or ZN12 alloy that is tumbled to remove any sharp casting fiashing and leave a smooth exterior finish. Common Components Standard Wood Column -Wood columns are molded from Lodgepole Pine with an outside diameter of 513 /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 2318 inches, 45° chamfered ends, and a set four 1118 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 Eagle 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 11116 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 /2 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 2112 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/a 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 O x 1 Y. inch stainless steel wood screws or #10 x 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 /8 BigToys, Inc. 2006 2 inch x 3116 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 10 x 3 inch or number 10 x 2Y. inch stainless steel screws. The stair treads are supported with a powder coated 3116 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 37Y. inches wide x 1514 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 3116 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 40Y. 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. It 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 13Y. inches and 25Y. 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 2Y. 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 SY. 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 40Y. 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 318 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 318 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 O x 3 inch or number #1 O x 2Y. inch stainless steel screws. The stair treads are supported with a powder coated 3116 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 37Y. inches wide x 1514 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/,o 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 40Y. 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 '1,6 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 40 5/8 inches wide. Each panel has a 30Y, inch diameter round opening with 12 molded in 3t, inch T-nuts for windows, bubbles, BigTubes, etc. Four mounting holes for Y, 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 30Y, inch diameter round opening with 12 molded in 3 /8 inch T- nuts for windows, bubbles, BigTubes, etc. Four mounting holes for Y, 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/,6 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 Y, inch bolts. The upper purlin is connected to supports with 3 /16 inch hot- dipped galvanized steel "L" brackets and Y, inch bolts. Contoured 2 x 6 fascia boards and lap joint rafters are fastened to the purlins with number #1 O 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 3 /8 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/,6 inch steel mounting plates. The mounting plates are drilled for Y, 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 Rall -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 Y, 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/,6 inch steel mounting plates and two Y, bolts, Do-Nuts, and Eagle Fasteners or Threaded Inserts while the bottom is attached to the platform with four number 1 Ox 1 Y, 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 3/16 inch steel Face Plates. The assembly is powder-coated after fabrication. BigToys, Inc. 2006 5 ti .. King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TIY 206-296-7217 www.kingcounty.gov April 16, 2008 Robert Wenzl Belmont Homes PO Box 2401 Kirkland WA 98083-2401 RE: Recreation Plan for Talbot Ridge DOES Activity No. L08MI029 -L05P0007 Dear Mr. Wenzl: - Thank you for your March 26, 2008 request for review of the final recreation space plan for the plat of Talbot Ridge. Upon review of your initial submittal, it has been determined to be incomplete. The following information is necessary to continue the review of this proposal: eight copies of the equipment specifications, including the picnic table, bench and garbage can. This project is on hold until this information is received. If the additional information is not received by June 30, 2008, a new submittal will be required prior to engineering plan approval. If you have questions or need additional information, please call me at (206) 296-7167. Sincerely, AihA~ . K~;u:sen, PPM Ill Current Planning Section Cc: Core Design Pete Dye, P.E., Senior Engineer, Engineering Review Section, LUSD File ii/JAIN FILI: COf'Y Web date· 06/2912007 ~ King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 206-296-6600 TTY 206·296-7217 DROP-OFF COVER SHEET FOR LUSD ONLY For alternate formats, call 206-296-6600. Drop-Off Cover Sheet for Land Use Services Division ooooeo,ooooeoeoooo IMPORTANT ••o••o•e•o•oG>oooo DATE RECEIVED BY LUSD PROJECT NUMBER AND NAME IS NECESSARY FOR ALL DROP-OFFS Project No 1£25 Pe>o O 7 Project Name "f'/1L--.fu T J0.£JG;-C: p.S,T #'n FRoM.§&Pbw tbM£~e cuuwf.M Company Narni~ctPerson Telephone No ,;tow 1 Jc/---ZI w TO tfl'Yl &i.A-u..2£1V ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF {please print) Short Plat/ Plats Please specify item(s) dropped-off: f&c :;?lfee:. £t:pt.R1i: .S?i!Ec:.s.. il..£JA.J / ~ r 2£)08. '{o: L~n~ ~djustment Permit Please specify item(s) dropped-off: Right of Way Permit Please specify item(s) dropped-off: Clearing/ Grading Permit -Additional information requested. Please specify item(s) dropped-off: Other: :,,,: ,0 a; ,,;;;, !"' V, ~ = = ho ,-:.~; :;g f"i"j "' () -T"!"J ~ -« rq ~ c., l!il -I:" PLEASE NOTE: All drop-off item(s) will be logged into the computer under the project number, therefore, it is important that the top portion of this form is completed properly before you drop-off anything. Assistance in finding a project number can be provided by speaking to a Zoning/Land Use Technician. Your cooperation is important. Thank you. Check out the DDES Web site at www.kingcounty.gov/permits Drop-OffCoverSheel-LUSDOnlyFORM.doc lg-cvs-dropoff.pdf 06/2912007 Page 1 of 1 ~ King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TIY 206-296-7217 . www.kinqcounty.gov April 16, 2008 Robert Wenzl Belmont Homes PO Box2401 Kirkland WA 98083-2401 RE: Recreation Plan for Talbot Ridge DOES Activity No. LOBMI029 -L05P0007 Dear Mr. Wenzl: Thank you for your March 26, 2008 request for review of the final recreation space plan for the plat of Talbot Ridge. Upon review of your initial submittal, it has been determined to be incomplete. The following information is necessary to continue the review of this proposal: eight copies of the equipment specifications, including the picnic table, bench and garbage can. · This project is on hold until this information is received. If the additional information is not received by June 30, 2008, a new submittal will be required prior to engineering plan approval. If you have questions or need additional information, please call me at (206) 296-7167. Sincerely, A41AA(l,t~· -K~:u~sen, PPM Ill Current Planning Section Cc: Core Design Pete Dye, P.E., Senior Engineer, Engineering Review Section, LUSD File ~C:Fi°'T\•'>· ~=---. -/ R:o- APR J 8 zoos I By . . '=====-- ® King County ~ E(GfE~WfE~ MAR 2 6 2008 /l)) K.C. D.D.E.S. Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 TTY 206-296-7217 Web date· 11/16/2005 LANDSCAPE BOND QUANTITY WORKSHEET FORM For alternate formats, call 206-296-6600. PROJECT NAME: Talbot Ridge Estates l.oiMicZ' DDES PROJECT#: L05P0007 ---~--------------- ADDRESS: 192XX 102"d 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 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 10') $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 , . .F UNIT PRICE UNIT TYPE QUANTITY PRICE 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 LBQW 11/13/2002 Check out the DDES Web site at www.metrokc.gov/ddes Talbot RidgeRecSpaceLSBQWS.doc b-wks-landscapebq. pdf 11/16/2005 Page 2 of 2 . . , ' • The EarlyWorks Cabana offers a variety of climbing fun at various levels of challenge. The rewards at the top are a quick ride down the Double Slide or a spin down the Curly Climber. Standard Color Choice ' t .. ·:· ,, • • .· , .; +• I• , ' • ' •• • •' ,of ,• t ...i !11,, • ;..'• t, I ·' ~ • + • ' ' ' • • ' • 'l ' ' I-' ,·),·\ ·r . '' 00 IT5) IE t IE ~ \/ll IE \D) \ru MAR 2 6 2008 K.C. o.o.E.S. .. MEC-650-10 Accessible Cabana Best User Age: 2-5 Estimated Capacity: 9-13 Space Required, Including Use Zone: 23'-2" x 30'-6" I 706cm x 930cm Highest Designated Play Surface: 6'-6" / 191cm Hours to Install: 15 Footing: In Ground Posts, Concrete Required {est: 14 cubic feet) Elevated Activities: Curly Climber Double Slide Rock Climb Accessible Features: Ground to Deck Stairs 6" -8" Transfer Steps Transfer Point ---~ -----/ '- / MEC-650-10 " I \ I \ I I I -,2·-I = 31= ) l I " I \ 30'-6" 939cm I \ I t,__,.. I \\ -~ I ADA ANALYSIS Elevated Accessible Ground-Level Activities Elevated Activities Activities f--3 3 1 Required 2 0 " ; I ( I I / \ I \ I "'-/ "-~ __ --'scale: 1/8" = 1' 23·.2- 706cm Ground-Level. Play Types 1 0 ' I ., .., • I , " .., , • ·I• I< ;, •• ~-, • '.· , • "~ "' : ": II~· ·l!•, t. . •'I' ,,1 ·" · , • ,1 • ' I ! 1· ~ •. ' ' 00 866/814-8697 (Phone) 360/528-8680 (Fax) Common Materials and Processes: 7721 New Market Street Olympia, WA 98501 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 T6, 356 T6, 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 513 /" 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 Eagle 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 2'!, 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 #10 x 3 inch square drive stainless steel screws. The 2 x 4 balusters are attached with number #10 x 2'1 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 pmvide 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 #10 x 1 Y. inch stainless steel wood screws or #10 x 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 /8 BigToys, Inc. 2006 2 inch x 3/16 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 10 x 3 inch or number 10 x 2Y, 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 37Y. 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 /16 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 40Y, 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. It 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 13Y. inches and 25Y. 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 #1 O x 2Y. 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 SY, 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 40Y, 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 'ta 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 a ny-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 #10 x 3 inch or number #10 x 2Y, 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 37Y, 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 40Y, 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 318 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 3116 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 318 inch bolts or lag bolts. Flat Panel -The Flat Panel is rotationally molded from UV stabilized polyethylene. The panel is 37 31, inches tall by 40 518 inches wide. Each panel has a 30Y, inch diameter round opening with 12 molded in 318 inch T-nuts for windows, bubbles, Big Tubes, etc. Four mounting holes for Y, 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 panel.s 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 30Y, inch diameter round opening with 12 molded in 'ta inch T- nuts for windows, bubbles, BigTubes, etc. Four mounting holes for Y, 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 3118 inch plates. Brackets are attached to the tops of the columns with four 318 inch x 4 inch lag bolts while attachment to the 4 x 4 supports uses Y, inch bolts. The upper purlin is connected to supports with 3116 inch hot- dipped galvanized steel "L" brackets and Y, 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 118 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 3116 inch plates. Contoured 2 x 6 fascia boards are fastened to upper and lower beams with 3118 inch thick hot-dipped galvanized steel brackets and 318 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 3116 inch steel mounting plates. The mounting plates are drilled for Y, 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 48 314 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 3116 inch steel mounting plates and four Y, 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 39 314 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 3116 inch steel mounting plates and two Y, bolts, Do-Nuts, and Eagle Fasteners or Threaded Inserts while the bottom is attached to the platform with four number 10 x 1Y, 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 3/16 inch steel Face Plates. The assembly is powder-coated after fabrication. BigToys, Inc. 2006 5 .. ' ... , ... MlEC-650-10 [Ear[yWorks Cabarba The EarlyWorks Cabana offers a variety of climbing fun at various levels of challenge. The rewards at the top are a quick ride down the Double Slide or a spin down the Curly Climber. Standard Color Choice •·-1 -1 I . ••t.; : , I ,1 ,, , .,. ITS) LEtlE~~~\D) \Ju MAR 2 6 2008 K.C. 0.0.E.S. t MEC-650-10 Accessible Cabana Best User Age: 2-5 Estimated Capacity: 9-13 Space Required, Including Use Zone: 23'-2" x 30'-6" / 706cm x 930cm Highest Designated Play Surface: 6'-6" / 191cm Hours to Install: 15 Footing: In Ground Posts, Concrete Required (est: 14 cubic feet) Elevated Activities: Curly Climber Double Slide Rock Climb Accessible Features: Ground to Deck Stairs 6" -8" Transfer Steps Transfer Point ----------/ "' / MEC-650-10 "' I \ I \ 00 .___ _ _,ID @g ~ I . (![J!J~ I I 30'-6" ADA ANALYSIS Elevated Accessible Ground-Level Activities Elevated Activities Activities 3 3 1 Required 2 0 -- ' ·• . r ~ ',-. • ~' • ·, • , I < .-, 1 ~ ,,, ,. • ~ 'Ir I' l'i -' ' .• • ' ' .. "' ' ' ' ~J • I 1 ,,. ' I -12·-I = 31= 939cm ) l I '- I \ I \ I t__ -I \\ C I " l I \ \ "" Ground-Leve\ Play Types 1 0 / I I ( I I / "--__ -~cale: 1/8" = 1' 23'-2" 706cm ~ .. ' 866/814-8697 {Phone) 360/528-8680 (Fax) Common Materials and Processes: 7721 New Market Street Olympia, WA 98501 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 T6, 356 T6, 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 513/,e 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 Eagle 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 2 1 /2 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 #10 x 3 inch square drive stainless steel screws. The 2 x 4 balusters are attached with number#10 x 2'1 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 #10 x 1 Y. inch stainless steel wood screws or #10 x 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 163 /8 BigToys, Inc. 2006 2 inch x 3/16 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 10 x 3 inch or number 10 x 2Y, 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 37Y, 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 /16 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 40Y, 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. It 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 13Y, inches and 25Y, 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 2Y, 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 5Y, inches deep x 34Y, 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 40Y, 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 a ny-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 #10 x 3 inch or number #1 O x 2Y, inch stainless steel screws. The stair treads are supported with a powder coated 3 /18 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 37Y, 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 40Y, 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/a 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/a 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/a inches wide. Each panel has a 30Y, inch diameter round opening with 12 molded in 3/a inch T-nuts for windows, bubbles, BigTubes, etc. Four mounting holes for Y, 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 30Y, inch diameter round opening with 12 molded in 3 /, inch T- nuts for windows, bubbles, Big Tubes, etc. Four mounting holes for Y, 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/a inch x 4 inch lag bolts while attachment to the 4 x 4 supports uses Y, inch bolts. The upper purlin is connected to supports with 3 /16 inch hot- dipped galvanized steel "L" brackets and Y, inch bolts. Contoured 2 x 6 fascia boards and lap joint rafters are fastened to the purlins with number #1 O x 3 inch square drive stainless steel screws. A 2 x 4 roof trim board is fastened to fascia boards with 1/a 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 3/a 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 Y, 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 483/4 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 Y, 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 Y, bolts, Do-Nuts, and Eagle Fasteners or Threaded Inserts while the bottom is attached to the platform with four number 10 x 1 Y, 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 3/16 inch steel Face Plates. The assembly is powder-coated after fabrication. BigToys, Inc. 2006 5 Web date: 09/09/2005 @ King County K.C. 0.0.E.S. 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. Permit Number: FOR CURRENT OWNER: I, John O)!>NeH • (print name) hereby certify that I am an/the owner of the property which is the subject of this application for permit or approval. If I am not the sole owner of the property, I certify that I am authorized by any and all other owners of the property to make this certification and transfer any ar all rights I/we have to apply for this permit or approval to the person listed below. I, therefore certify that Robert p, Wenzl/Belmont Homes Inc, (print name) is the "applicant" for this permit or approval and shall remain' the "applicant" for the duration of this permit or approval unless "applicant" statu s transferre · ting on a form provided by this department. By being the "applicant," that I vidual assu fina 1bili for all fees and will receive any refunds paid. he laws of the State of Washington that the foregoing is true and correct. 3-s:-~ez Date Signed FOR INDIVIDUALS: I, • (print name) hereby certify that I am the "applicant" for this permit or approval. I shall remain the "applicant" for the duration of this permit or approval unless "applicant· status is transferred in writing on a form provided by this department. I accept financial responsibility for all fees associated with this permit or approval and will receive any refunds. My mailing address is: I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Signature of Applicant Date Signed I, • (print name) hereby certify that I am an authorized agent of , a corporation or other business association authorized in the State of Washington and that this business association is the "applicant" for this permit or approval and Is financially responsible for all fees and will receive any refunds paid. This association shall remain the "applicant" for the duration of this permit or approval unless "applicant" status is transferred in writing on a form provided by this department. The mailing address of this business association is: CertAndTransferApplica.ntStatusFORM (2).doc lo-cer-trapstalpdf 09/09/2005 Page 1 of2 -. - / ., ·-· NOTICE TO APPLICANTS: By law, this department returns all engineering and other plans to the applicant If, however, you wish to authorize the department to return engineering and other plans directly to the engineer, architect, or other consultant for the limited purpose of making corrections, please designate below: iii authorize this department to return plans directly to my consultant{s) for the limited purpose of making corrections, as designated on this form. CONSULTANTS: Cliff Williams CORE Check out the ODES Web site at www.metrokc.gov/ddes CertAndTransferAppllcantStatusFORM (2).doc lo-cer-trapstalpdf 09/09/2005 Page2 of 2