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HomeMy WebLinkAboutWTR2701922 PAR1PLAZA OFF-SITE WATER W`�C�2�1 ����2--� K 5 i f' Mr. Shupe Holmberg, E., D.L.S. / September 30, 198/ Page 2 main replacement on North 6th Street from Park Avenue to Garden Avenue, as shown in Figure 2. The results of this analysis indicate that the available fire flow at the site of the proposed Garden Plaza Development is approximately 5,933 gallons per minute, at a residual pressure of 20 psi in the main adjacent to the property. However, the velocity of the water in the section of water main on North 6th Street, west of Williams Avenue North, and from Garden Avenue to Park Avenue was in excess of 8 feet per second, the maximum design velocity alto, ;d by the City. De-rating this segment to the maximum allowable design velocity of 8 feet per second results in a fire flow capacity for the development of approximately 5,000 gallons per minute. The fire flow capability for these analyses was based on the insurance i Services Office's (ISO) criteria, which is used by the Washington Surveying and Rating Bureau, the local rating company. in accordance with ISO crite- ria, the Water System was simulated experiencing a maximum day demand witn the single largest source of supply, Well No. 8, out of service (e.g.. due to failure, maintenance, etc.). A summary of the operational conditions used in these analyses follows: Minimum service pressures of 30 psi in the service area during normal demand and 20 psi during fire demand; Wells 1 , 2, and 3 are in operation, while Well 8 is out of service; Springbrook Springs is supplying the Water System at 625 gallons per minute; Talbot Hill Pump Station is in operation at 1,500 gallons per minute; Mt. Olivet Pump Station is in operation at 1 ,700 gallons per r minute; The Windsor Hills Pump Station is in operation at 1,950 gallons per minute; The Talbot Hill Reservoir is in operation. The two figures which summarize the fire flow analyses are attached for your reference. Copies of the computer analyses have been retained in this office for future reference. If you have any questions or comments regarding this analysis, please do not hesitate to contact us. Sincerely, /RHZ G1NEE ING. P.S. , R Ai w�ichard Harbert, P.F. President Enclosures: Figure 1 Figure 2 J 1 092 GPM 3.434 GPM 3.2 FPS _ 5.5 FPS r tY N 1.2 FPS $ oc 12• 1 o s v \�ocauon of o Slmulot*d Hydrant anm I I Iry� IN tll Y 12' I I I 1 937 GPM_ 1 ,'p3"'� I 718 GPM 11.9 GPM 12• 72 2.7 FPS I 3.8 GPM 17.9 FPS - --- -1-3•-- 3.6 FPS 6• e' e• e• S. Z N. 6th St. ai d i aN $� v $-1 �� o p Z Z no .Z vo � tl > Q e• o � e o � n PARK PLAZA BUILDING FIREFLOW ANALYSIS Available Capacity. 5,933 GPM 0 20 psi Pressure Residual Derated Capacity. 5,651 GPM ® 20 psi Pressure Residual Figure 1 1Lnv_ r..�fn OF PUBLIC WORKS DEPARTMENT o CESIGN/UTILITY ENGINEERING 0 235-2631 y $ MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON.WASH.98055 b' P �,TEO SEPIfOIN BARBARA Y. SHINPOCH July 21, 1987 MAYOR MEMORANDUM TO: Dick Houghton Don Monaghan, ERC umnittee "Ch^ Isen Price Gary Norris John Adamson Chuck Price FROM: Bob Bergstrom, Engineering Supervisor SUBJECT: North Renton E&H/Boeing Office Buildings f Garden ^laza and Park Plaza This memo outlines the major impacts to the Director of Public Works from the two E&H/Boeing Buildings. SANITARY SEWERS Park Plaza Large grease/oil/water separator required on food service and garage drains. Garden Plaza Existing 8" and 10" mid block sanitary sewers must be re-routed and easement vacated. New sanitary sewer shall be constructed in Park Ave. N., southerly to So. 5th Street. Large grease/oil/water separator required on food service and garage drains. New sanitary sewer must be operational before old sewer is taker. out of service. WATERMAINS Park Plaza Existing 16" watermain across the site must be relocated. New watermain must be realigned and operational before the 16" watermain is taken out of service for fou;.dation construction at Park Plaza. MEMO July 21, 1987 Page 2 Both Sites Fire Marshall must assign fire flow demands first, then E&H provide fire flow computer analysis to determine watermains needed in City watermain system to provide fire flows. All streets reconstructed/widen must hive new 12" minimum) size watermains: North 5th Street - Garden to Park; Park '.venue North - N. 5th to N. 8th; North 6th Street - Garden Ave. N. to Park and perhaps to West. STORM DRAINAGE Bath Sites Provide storm drainage analysis of projects, and analyze down stream storm system on North 6th Street westerly to Cedar Riv±r. Provide 10/10 Year Storm Detention on site to control run off to p,edeveloped rates -012. Provide storm improvements down stream to allow no detention. All streets reconstructed/widened shall have new storm drains constructed to provide 25-year capacity on local drainage and 50-year on trunk capacity lines: North 5th Street - Park to Garden; Park Avenue North - N. 5th St. to N. Oth St.; North 6th Street - Garden to Park and perhaps to West. Other storm improvements may be required in area to prevent flooding of key intersections, buildings, fire access and rescue staging areas. STREET/ROADS/TRAFFIC Both Sites Impact Fees Bonded - Garden Plaza $660,943 Park Plaza 488,000 TSM Program both sites - 30% trips by transit or car pool is target. New street lights and underground telephone and power conversion along all street frontages and streets reconstructed/widened. MEMO July 21, 1987 Page 3 Garden Plaza Provide P,S,&E Design) of intersection improvements at La':e Washington/Houser/Garden/Park intersection. New Traffic Signal at North 6th and Garden. Widen Park Ave. N. - from N. 5th to N. 6th to 5 lanes. Reconstruct N. 5th St. - Garden to Park and channelize for 3 lanes. Provide HOV drop-off lane in front of building on N. 6to St. Park Plaza Construct street and intersection improvements at Lake Washington/Houser/Garden/Park intersection. Wider, Park Ave. N. - from N. 6th to N. 8th to 5 lanes. Provide HOV drop-off lane in front of building on Park Ave. N. Construction Period Problems This project will cause sericus problems to traffic and utility service if not well scheduled and coordinated. As at the Main/Grady/Benson site, there are problems with staging, moving materials to the site and utility trenching. Because E&H always gets their foundation permits prior to most of the utility design, the two projects here have a major problem because of interfering utilities that the City already owns thru the sites. MEMO July 21, 1987 Page 4 MY SUGGESTIONS Garden Plaza Construct sanitary sewer bypass on Park Ave. N. - and AC pave Park and 5th all work non-peak hour. Close N. 6th St. - Park to Garden for staging. Construct foundation - etc. Design street and utility improvements. Construct temporary traffic signals at N. 8th and Garden "Dog Legs" - Sian detour route around Park Ave. N. Construct Park Ave. N. street and utility improvements - winter time construction - probably require PCC Pavement. Limit traffic to 2 lanes - 1 northbound and 1 southbound. Open Park Ave. N. - 5 lanes. Construct other utilities and streets. Open all roads and dismantle detours. Park Plaza Construct new 16" waterm= n in N. 6th St - Garden to apartments to bypass site all work non - peak hour and AC pave N. 6th St. Close N. 6th St. - Park to Garden - for staging. Construct foundations. Design street and utility improvements. After N. 6th St. - Park to Garden open see N9 above) and before dismantling N 8th and Garden - temporary signals, construct Park Ave. N. - street and utility improvements - winter construction PCC? Limit traffic on Park to 2 lanes - 1 northbound and 1 southbound. Open Park Ave. N. - 5 lanes Construct other utilities and streets. Open all roads, dismantle detours. (� 2D.12.5.6/REB:ckd ob ergstrc IRM(hl vk;n At 1H011;1 01 Oy 141110 hill mlim0a come t RAAL ESTATE CONTRACT M11 wt JAM.1(AIRL 1M"'it rwO awteAlT,.r eAlrwr t.rY -IJd< pN December, 111{ 111 w TIM CITY Of RRNTOM, NAAHINOTON, A NA•hlnaton KOnlaipal Corporation Pra/4.•+yM�L.,,-W Rl1ORNr IIOMNACH, d,•lna business as %aM ►009HRTItO, M • ao a prrprietorshlp Of 1Uvone Ilurhauh, 1e his separate Vroperty. Cw7 k-"W war M -11.6. ,- •rlmmwnI SIN O.-M w 1s of r.Y wwI WA W*-wait rme Y/r.W.fimM W.r a.1.b.y) An011 ad wait,NY a.Yawlrrq r Renton, Ring fwi/r,yy.190.60., - W Which to desnrlbed In Schedule 1 herato. Additional terms of this CentrArt are Pot forth in lchodule 7 harsto. It there is a conflict betbeen the tame of this Instrument And Achl.dwle It lhs terns Of Achoduls 1 AhA11 govern. 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I, acaerdln9 L4 LIPS Plat recorded in Volume 11 of Flats, ►ale ]I, An Xing County, Nns111nllanl Thence SOutllerly along nand Pcu" led aanterllm to a point on the Northerly Marlin of Nueth CLIP Street lith Avenue North) which AS 30 Lost North of the contorllne of Said North Pith street, Thence Rsoterly along sold liurtbarly Mersin to the Weaarly warlin of said park Avenue Nurtllr Than" Northerly Slong sold Waatetly eartln to tin TRIPS POINT Or AXOIIMiNO, IXCRT the South ISS foot of tits Cast 107.7 foot thereof as Conveyed to Mtloc Curporation by duod COCorded under Xiny / Cmhty Ascording No. 497011A. DXXCCPT the south 10 foot thereof as conveyed to the City of .n.W Mntea for roadvay PurPops by dead rocordad under Xlny County NacordlM IV. 26091,1671. IVWIf7t TO a' ut111LY sasmant over, ncross and under the Westerly 15 teat, and water Lraunmlaiun eaoment over, saro.a and under the Southorly 15 Cost or Lila Northerly 13 5 .5 fast of soil property. 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Mditional tome of thin contrArt. are Out Corth to Rnhodulo I hereto. It titer• is a conflict tutvesn the tome Of this 11,strumont end Rch,dulo I, the terms Of 4011aduls I shall VOwrn. 3ARL111Rl Mumma CUMPAMt 7MIt0 11111 MAMA COY►IIRT w 1'.utrlp_ ;..MCunvv0 rA •r uit.v; _.-- ,..FConvey511.0 y, 'fashinglon�" ,.r..111" , r= - astlinginn v —mr -u u rJ a wgrw e 2/. 0 0 t •`=: ,'M,wctrw !'� © � R•!li1tl.�- Fl gnu -.�....�..41 if � rl VtMht+..r as liUl ....—..w. .1 tN 4..N r r.Nsaw N A4 r,.e w M 1•a..N tI.tbA,e r,le 4 One Million Tvc Hundred Thirty-five Thousand And sav,n Mundred-----•waml r I13,100.0010Nw N.11w "In elu\dred rorty-IMeae 7Talrrorl Ole Hundred rorty-- 1,247,140.00 1 pr�n l•.. 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I anemr/Tl W..n al4,S / sw;n r a,ran CAV,SL •+••e.00 That portion of the Nasthueat Ouart*r of the Soithwet 0"arter of faction P, Towhghlp 21 llorth, panve I Cast, N.11., In King County, Namluogtah, d*4Qrl"Kid as follorn f0 CSNICNcUq at the point of 111tsne0tlon of the Northtrly "no of Said euLJlrlsl*n With WIG Northorly produaUmt of t1,e y Wuttrjy margin of Park Avenue Nor Wt •t auoru In nr;;t'ON rnnN PLAT, 'v aaeording to the plat teaordad In VWlutn 10 at Plate, ►ave 07, In W Ring county, rphl"Iton; a0 Then" /wtlteriy alone said marvlu as produoad to a point tMroen whim" Sa 715 lest North of Lbe Southerly Ilne of division, gild the TAUS POINT OP weld eutr RSp1 NNltgl "On" Neat parallui to and a Jlst$.es ut 71S of the South li,le of feet North veld suWAVltlen to the Northerly produe Uta at the o*ntsrlAne of Pally Avenue North Ifally Street) as shorn In R/NTON rAM1 PLAT No. i, aeeerdinv to the plat 960erded in Voltaae 11 ON Plats; page 17. In King comity, WAGhing L*n, Tl1en*e /outllarlY along .old prod0d*d gontoClint to a polalt aA the Northerly mgrglo of North GLh Streat 16th Avenue North, thigh 1■ 10 fast North of tale centerline of said North 6th /treed Th*nco Sasterly along said Northerly martin to the Wantonly margin of sold Park Avenue North, Then** NorthtrlY along sold Nastsrly nary!. to the TRY/ Hoilt! Or 11111:0INNiN01 SNCSM tl,e South 1SS feet of the test 101.5 foot thereof as conveyed to Magog Corporation by duod r*twrd*J u,1.lOr Rlny County Rsoording No. g1707/.. IAMVto "On RRCt1T the South 10 No,, tl,nraof as conveyed to the Clty of far roedvay purposes by dood ,*corded under Ring County �1 .rPL Rgeerding to. /601111671. 11P" SO*JSCT TO c utlllty sassmsat over, began$ and under We the starly 15 feet. SRI water trenamNslun suamsnt over, .gross and under the Southerly 13 Coat of Lhe NurtharlY property. 117.5 fee! Of Said DAv" IUNSCT to g tranealsoloa lino eeaomsnt ge ncordod under King County Iturorling No. 0107340400. 7Atfq mt tRS1Mm 00MPMl b Y �Jashingtnn �1t, Igo.. . ;l r~t1GG£L 0002• 90'd yf:SL 69-10.90 £2L9 £4£ 902 WOMA 03111WSNU81' £ZLp £p£ 90Z i NI II NMY W4 N NN wY Y r,Yl.n N w wiNM.MINI x AIIINNr Wn MIA. rM Y"w MAM Ills t,.l x M MIIIIr x x W itAw M ry11' IVIr'wN.r4IMiN.IIMM MMvY NNI1 wwryYNVM F�mN,Irn.rllrl M rrNwon.w IM 1w,rrMn�lv4r WWNr W..IrM IYo.I,rw.b rY.wI iF 14 wMr rrM rNr..Nrxr. 111 T4 rA.r Mw.Nw W.IN M rrwrl it IM"rA.r!h.Nn W-0 YIN m.wr INN�VV r r.rrr M Mwr N"r44xN. .NNy.1'.Mrl/ .r„'1 YIN hVl r•I.1.nwMM.N Mn 11,..[r 4rYI111i INx IN"IM Ix,N wlxyMMx Nnir u�Mr nu xur4 Vllrr irlr.1.Mrlq brwr4. 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