CORPORATION OF THE CITY OF PORT CQQUITJ~ PARKS & RECREATION COMMITIXE A meeting of the Parks & Recreation Committee was held in the Parks & Recreation Office on August 24, 1992 ln attendance were Alderman Mike Thompson and Alderman Michael Wright, Also in attendance was Janna Taylor, Parks & Recreation Duector, Larry J. Wheeler, Recreation Manager/Deputy Director, Pat Greer Recording Secretary and Bev lrvine, Area Recreation Supervisor for item number one only. ItemNo I Bev trvine gave a verbal report on providing ice time for the Renegade's Girls Women's Hocl ey League. Rncommendatiort: To move the PoCo Blue's practise time to 11:15pm on a Wednesday and to book ice time for the Renegade's in this time slot. Cmice Item No. 2 Hyde Creek Expansion A written report by Vic Davies was presented on the condition of existing building. Rec~endation: To receive this report as information. C~ie The Committee discussed when to bring the "Working Citizen's Committee" into the discussions of the proposed Hyde Creek Expansion. Recommendation: Item No. 3 To invite the Committee which would include the original three members and no more than two representatives from PCAAA. Carzird Hyde Creek Expansion Agreement — The Conunittee discussed the agreement between the City and Vic Davies for the proposed Hyde Creek Expansion. Recommendatkku -2Item No. 4 Citadel Parksite gS - Facility The Committee discussed the type of facility to be constructed at Citadel Parksite ttS. Recommendation: To have staff prepare a list of five or six possibilities including program needs for each type of facility and report back to Committee. ~Ci Item No. 5 Field Lighting Aggie Pmk — The Committee discussed the concept of possibly installing lights at Aggie Park. Recommendation: To have the Parks & Recreation Director look into the possibility and report back to Committee. Catbird Request for Ioe on Rememberance Day Item No. 6 The Committee reviewed the memorandum from the Recreation ManagerlDeputy Director Recommendation: To receive this as information. ADJOURNMBNTt The m t' M. Thompson, Chair adjourned at 6:00 p.m. / LT~ar, Secretary ~ AUG 24 1992 FACSJMIL,E TRANShfEXTAL TQ: QA i nr Pr r 7 POOC~JP/r1~ aArB: gQ/0'g i D. 'tI'BNTIQ¹ ~WC)/2Q 7n.i sf'/ stnuscr. C'n'chPwr +go CQkfNBNTS: . 108 NO: . „~Q Cay'ssnswM.l~ Ne. OI maSS INCZ,marNO aOWmr SaeIIr: ~C AUG 2I 1997 Vie Buries Architect 1581 Church Avanfre Victori, BG, Canada August 21, 1992 FA3f/MAIL The Corporation of the City of Port Coquitlam, Parks and Recreadon Department, 2233 Leigh Square. Port Couuidwn, B,C. Y3C 3Bg. dtfttgnttnni ffnnna Taylor RKt HYj3E CR~KRKdZLQKLKEKRK Herewith orcfiminatv report by all consultants on the existing facility condidon and itnpact of the proposed cxpanslon. Unfortunately, the available existing drawings of the facility are incomplete and copies received are for the most part illegible. No electrical or underground servicing drawings have been found to date, which Ihntts us somewhat in our review of the fadlity. Our structural consultant has discussed seismic upgrading of the existinft facility with the Building Depanment and confinued that no hard and fast policy exists tor upgrading, but rather, specittc requirements are required based on a review of!he proposed project and contg lions. As requested, our structural consultant is preparing a fee proposal for seismic review and upgradhtg design. for your consideration. Please feel free to comment as to the content of this preliminary report prior to us including cost estimates of the pro ed ork and preparing a final report for your use. Yo Brtan Inness 1. Architectural inspection Report Vic Darius Architect Ltd, 2 pages 2. Alternate Upper Floor Layout Vic Davies Architect Ltd, I page 3. Structural inspection Report Read Jones Chdstoffersen 4 pages 4. Mechanical Inspection Report E ds M Consultants 11 pages 5. Electrical inspection Report F.N, Fenger & Associates 2 psges AUG 2~ HYDE CREEK COMMUNITY CENTRE EXISTING FACILITY PRELIMINARY ARCHITECTURAL REPORT VIC DAVIES ARCHITECT LTD. AUGUST, I992 Vk Dexies Amebic'ect I.td. 1881 church Avenue vlclorla, H.c., canada v8p 2H2 (cckt) 47x 4288 Rtrr 47M41 1 IMXIK CRRR~lgMUWIXY LRNTRll~ IpfJRT ~flrILM Date: Thursday, August, i3, 1992 Fresenc Brian Inness Lonme Svhcrmcrhom Bcn Souuu Dale Elf ott Nick Fenger - Vtc Davles Arclutect Lsd. - Vic Davles Architect Ltd. - Read Jones Christofferscn - E dt M Consultants - F,N. Fengcr - Suucturat - Mechanical - Bcctrical Note'. The comments of subconsuLrrmts are attached hereto; Architectural considerations arc as foHcvrsi i. Front comparison of the existing BuBding with the original Architectural drawings, there werc only minor differences observed in the as-built conditions. These are mainiy due to thc later suMlvision of existiny service roonls to create scpamtc storage or offlce space and should not sigmticantly affect the anticipated scope of the altcmtions. Two issues of note were: a,'he mechanical room chimney was erected approximately g feet east of its assumed location. 'ibis should not materially affect any proposed work. b) Existing steel columns at thc second floor level were not origins11y apparent during the schematic design of thc new layouts on this leveL qhis can be resolved by scow. redesign of the affected momv. A proposed revision sketch is attachctL 2, The interior of the Buflding appears to be weil nudntalncd and shows little evidence of dif:ersntial settlement. Lateral teeing for the south wall oi'he existing Pool Hall will likely be required, due to the extensive openings proposed. This should be acconxnodated easily within the proposed design. 3. The provision of a neu water slide at the east end of the swimming pool may conflict with thc existing stardng blocks and diving board. A conceptual mandate for the future use of this pool should be developed as soon as possible, before further design aud engineering of the water sl ide is done, 4, The proposed kitchen and storage at the northwest corner of the Sports Hall may have to be reduced ln length, to avoid conflict with the assumed nearby underground electrical service. 5. The proposed increase in the Building area will result in a corrcspondin41 incmase in required parking stalls. it msy be feasib1e to make this prov&sion primarily within the existing gmsscd atua south of the Building. A trna survey should be done to help identify the design paramctcrs for any addidonal parking areas und the location of existing underground services should bc determined in order to facigtatc lighting and drainage design, l4:ror A canes eA pens Arvrv pAAlsc slap uAAlc lplr A A. rAAAAr AUG 24 19QZ AUG 24 1992 R IJ&tt 0 IOHBS CIIRIRTOPPSRSSN l.va 'on (trit&J JIJ 'ill Vrtnl 6trtu. Vfrt rlr,ll (,'.. ~ August Je, 1992 &inta (Ofill Jfto JI&4 VVV nat Jill Jlltltl Vic Device Architect ltd 1581 Church Avenue Yictar is, 8. C, VSP 2H2 Uaax sire( Re.i PREInXHXHARY BTRUCTVRAX& REPORT FOR PROPOSED EXPANSION TO HYOB CREEK COHIIUHKTY CRHTIIR PORT COQUlTI&AN& HACH purpose of this preliminary report is to provide guidance raqar'dlnq tha f&soibility of the proposed addition and to identify areas within the existlnq facility which may require str uctura1 strengthening The This report is based upon Vic Device Architect Ltd. Schema 2 Concept Study drawing af July 1992 and a visual nvalk-through" iaspccl.iun an Thursday 13 August ie92. Na structural drawings were available the inspection, however, at the end af our visit a set of drawings was located by the Owner''s. This included a full set of structural drawings 9-1 ro s-5. A capy at s-l& 2& 3 aad 5 will be provided to 'us. Ho architectural finishes other thar. a fev cai1ing tiles near the entrance area ~gg were removed. existinq building consists of a single-storey Sports Hall at Lite Meat. end and Pool Hall at the East Rnd connected b a two-storey central Aran( containing af flees, chanqe roams, mechanical fan room, etc. Single-storey areas ta the South (Hain Bntrancel and to the North'(Naintanancepra3ect hxaa) of this Centra l Area The (qymnaslum) . The ala xn roofs af 0he Sport Hall, Pval Hall and 2-storey Central Area are at the same elevation. Ho expansion Thie rOaf area IS SPPrOXlmately 22V!-Un V/- by Joints were noted. 70'e Rond Jnnnr c&nritrdirnnnl nl, vonrnnrnn'irr&rlo 'nlroo r Evrnoo&on 'nNno ~ Rrori J on&& CVrr(&noh&ron i&ntt , ~ ko Plorna Art'non&, I&&inn, Cni(/ann'4 p gg p $ grn PP 8 ER VA~gg l. 2, No obviaus signs of differential settlement were noted, few ha i«line CreCks have occurred in the masonry walls in the Pool Hall. These maeonzy are believed to be noneLzuciuzel end cover only the wells lower hall of the well La e height af 10'-0««!-. The upper half is probably steel studs end drywall. Tne Sports Hall ie similar. Based on pievlous experience on similar pradects, the Architect crpzsssed concern possible Lusting of the roof structural members regarding in the pool Hall where these have been covered by wood sheathing. one end af ane root'russ wes viewed fxom the tap of a ladder by shining a flashlight sheathing. Observations were: through slots between waod Truss members shop primed, Ho iinisning paint. Hlnoz «igns of rust ln some members. A It wss nat possible t'o soc the beam, column connectiane which eze behind a truss« polyethylene moistui's barrier. 4 ..oux preliminary observation is that there is insufficient lateral bracing in East/west direction an ths sauth side of the central an2-storey area where there is a continuOus skylights our key recommendation ls that all ths additional areas be sepaxated from ths existing building by a continuous daint af sppiOXimetely 2« to 3«wide. Fsch new area to be self-supporting foz both and lateral loads, with no loads from the additiongravity applied to the existing building. In the paul Hall where south wall is opened up to connect with Leisure Paal, new columns shauld be offset existing calumns Alternatively, some method of fram bridging aver'xiating column footings could be used. Additional lateral bracing provided in the existing building at ths skylight in tathebe South wall of the 2"level ~ 4. Addi ti anal maze detailed inepeCtlana hidden structuxa1 members in the Pool Shauld be made Of Kali taa determi e ermine e lf zueLlng hue occurred. NIL-'Ifi@a- L'd AUG 24 1992 Natal deck roof on H.s,s. Triangulated Trusses Searing on steel beams and N .S,S . columns to footings 8" Masonry walls with concrete brick facing is believed to be non-structural and to aexterior 10'-ge +iheight of above floor ~ 1 1/2" Natal deck on Ooubie angle open-web"sluul Joists on Steel bourne and columns. Upper Floor 3, ~ The structure in this area was not exposed but is believed to be& Concrete topping on metal deck on open-web-steel ioists on stool beams and columns, dome of the masonry walls below the upper floor may be bearing walls. This is to be confirmed on receipt of elxuctural drawi.ngs. 4@~vf ~i?fs~ggth and ~~pr t~ns metal deok on bauble angle open-web-steel doists on Steel beams and columns. part of the North roof has a concrete wearing surface. Zmua~r All foundations st nominal depth.are believed to be strip or spread footings 5 ~ ~1 sraci~ Sracinu is believed to be steel cross-braced panels. Number and location of braced panels to be confirmed on receipt of otructural drawings AUG 2 4 892 5. receipt of existing structural drawings further study should be done for: On (a) (b) Pool roof trusses supporting watezelide. Lateral bracing of the existing building modifications proposed for the existing are essentially non-structural and do not appear building to reduce the structural capacity of the building. However, we recommend that a ruling be obtained from the City of Port Coquitlam as to whether they would require earthquake strength to meet present The code requirements. In a preliminary telephone conversation the Senior Buildi.ng Inspector for Port Coquitlam stated there is no set policy with regard to earthquake upgrading of existing buildings. He will require a set of drawings showing the proposed additions and renovations to en ble him to give a ruling on this project. RJC Ltd. will provide a statement of ouz asti.mate of earthquake capacity as a percentage of current Code zequirsments. With the exception of the apparent need foz edd)tional lateral bracing in the skylight area, our preliminary investigation indicates there is no DDYiih(s structural deficiency in the existing building. By providing a doint between the existing and new construction such that no additional loads are applied to the existing building including foundations, it is our opinion that the additions as proposed are structurally reasonable. on receipt of structural drawings and with further study we can provide a cost estimate for additional at the skylight end strengthening (if required] for the bracing Pool roof trusses at the waterslide. Yours truly READ JONES CHBISTOFPERSEH LTD, Sert Souter, M, I. Struct. E. for Wylie A. Jones, P. Eng. Principal Manager, Victoria Office ASS/WAJ/b9m 199BI-01 AUG 24 1992 CONDITION SURVEY OF MECHANICAL SYSTEMS AND FEASIBILITY STUDY FOR PROPOSED ADDITIONS SL RENOVATIONS TO THE HYDE CREEK RECREATION CENTRE I'ORT COC|UITLAM, S,C. PREPARED FOR VIC DAVIES ARCHITECT LTD'REPARED SY E 5 M CONSULTANTS INC. AUGUSTi'I882 AUG 24]992 INTRODUCTION . DESCRIPTION OF EXISTINQ STSTEMS I.O 2,0 3.0 4,0 Hsstlny Ib Vsntllstlon Plumbing Pool Systems Fire Proteotlon QSSEIIVM'IONS S DISCUSSION I.0 Heating Er VentEStlan 2,0 Plumbing 8.0 Pool Systems CQNCI.USIONS 'l.0 ItswtlnS Ea Ventllstlon 2.0 Plvmblny 3,0 Pool Systems 4.0 Fire Protsotlon RECOMh0ENDATIONS El INTRODLIQTIOar 7he Hyde Creek Recreation Centre wea built ln 1973 and hss undergone very few changes since construction. During our investigation of the existing facllitlss we met with Mr. Larry wheeler, Deputy Director of parks Ik Recreation, end ivir, Yern Archlbefd, custodian of ths Hyde Creek Recreation Centre fcr the Municipality of Port Coqultlsm. Mfe have secured COPlea cf the mechanical drawings for the heating, ventilation end pool systems, however, we have not been sbie to obtain the plumbing system drawings to date, 7he purpose of this report la to oaalat the architectural team In determining the feasibility of sn addition to this facility end lt's Impact cn existing eyatoma. This report wlli attempt to address these concerns by answering the following questions. s What ia COnditicn C'he SXlating meChenlcal IHYACI, plumbing and POOI aye'terna a ~ Do the present systems provide a satisfactory levei of comfon? Whet Improvements should be madel How much will lt costi' Csn the present ayetema be extended, or will e new hosting plant bs required. Do ths preeent systems meet current codes, snd what, it sny, upgrade work will bs required during ths planned expsnalonf This report does not edd Insulation etc,l nor does It ventilation systems, DKSCIIIPTIOhi OF SNSTINO SYSTSIVIS s Heating ia prOVided by e Cle«V«r BrOOkS CS natural ga«-fired hOt Water 5oifsr, Pumped raver«e return heating w«ter zone«sre provided to serve perimeter redlatlon In the ofncs srss«end meeting rooms snd force-flow« st the entrance«, Thl«boiler plant el«o «srves the hot water soll« ln the ventilation «yetsrn«sir handling unit« that provide tempered air to the pool. lobby, sport«hell and change rooms stc„sa well as ths fsn coil unite which sre the heat eource for ths club rooms snd craft rooms, This boiler plant also I« the heat eource for the «wlmming pool ay«tern end dome«tlc hot water. There srs three III ventilation «yet«ms within the facility. One (tI system serves the pool. Another sy«tern «srves ths sport» hall and surrounding area and the third eyctem ««rves ths entrance, lobby snd change room srss, Ths control ay«tern «ervhtg the heating and ventilation «y«tsm« i«e pneum«tic sy«tsm with the compres«or located ln the m«chsnlcsi room. There is sn exhsu«t «ystern «ervlng the change rooms which appears to bs Interlocked with ths corre«ponding v«ntliation «ystsm, Heating water supply snd r«turn piping l«generally routed through the calling spaces to the vsrloue heating terminal«. There ls nc central mechanical sir-conditioning «ervlng any of the «pace« within ths existing faollny. IMSQIIIPTION QF 8XISTIISQ SYSTEINS Ioont'til Itoof drainage is provided generally by Internal rainwater leaders serving roof drains In ths flat roof sections. plumbing fixtures srs standard tiusllty snd sppssr to bs In rsledvsly good condition with ths exception of the wall mounted water closets. Sanitary drainage ls taken to ths Municipal sanitary main. Dcmsstlc hot water's generated by the hot water heating boiler that has e built-In heat exchanger. Blended water le provided for ths ohsngs room showers, There ls s 4 inch domestio water supply to the bulldirtg. storm drainage from ths building and parking eros appears to discharge to Hyde Creak, Further Investigation Is retiulrsd when plumbing drawings ars obtained. Pool water filtration Is provided by a drstematlous earth filter Circulation le provided by a double pump system utilizing submersible pumps located In ths control wali outside. Pooi water hosting le provided through a hast exchanger which ls served by tha hot water boiler. AUG Z 4 l99Z QRSCI(IPTIOfl QP SXISTIIS(t BYSTBNS (cont'd) 3, t ~inc POSI (cont'd) The pool disinfectant system consists of chlorine gas end soda ash WhlCh IS COntrOllad Sutcmatloelly by S Strantrcl Ccntrcl Syatem. The chlorine gea rccm ia located outside sd]sining the Boiler room. Ths soda ssh storage tank Ia located In ths boiler room. There Is a chlorine gaa sensor/alarm within the chlorine gsa room system that sounds sn alarm when gaa leakage la detected, There Is no reduced pressure backflow proven(aron the domestic water make-up/fill line to the pool system, 4,0 Pire Frn~fJgg There is no sprinkler fire protection system Installed whhln the building. Hand held fire extlngulshera sr» located throughout the facility, AUG 24 1992 QBSSRVATIGat AND DISCtfSSIQN t.O fdgtttl~~tlfatiort The boiler plant la apprcXlmstsly twenty years cld but appears to be in satisfactory condition. gated on discussions with ths mairnenancs staff, the boiler csn satisfy the building heating requirements'on a design winter day, Due to the location of the pool equipment within ths boiler room (i.e. filter tank) minor corrosion la evident In the control devices, electric contsctors, etc e Very high humidity levels sre svldem within the peel area, Generally poor exhaust ventilation exists within the smaifer rooms, storage areas otc The nesting water supply and return piping appears to be In good oondltion and there hsa bean no reported corrosion damage to those systems s OVarheating OCCura Within the meaaanlna fitnaea rccm. Generally ihe ventilation equipmant appears to ba In good condition. FJufghtug o yya have been advised that ruptures have occurred in the domestic water piping systems within the calling space, Sits drainage generally appears to be adequate. Roof drainage appears to be adequate. o e The present 4 Inch domeat!c water service ls adequate. Tha method of disposal cf storm water Il,s. Hyde Creek) msy became sn environmental concern cnd msy require an alternate method of disposal. AUG 2!i )992 0ssaitvaTI0alg Ik olscussi0Ns Icont dl Ths existing dlstarnatious earth filter ls nearly of twenty!20i years old and appears to operate satisfactorily. However, es la characteristic of this type of filtration the filter media drops ofl'he filter screens whenever s power Interruption occurs. Ths pool circulation pumps appear to be adequate end sre operating satisfactorily, The pool water heating system appears to be adequate and Is operating satisfactorily. The chlcrlns gss disinfectant system appears to be adequate snd ia operating satisfactorily, however the gas detector within the room does not automatically shut-down the air-handling systems ln the event of a chlorine gss leak. There ls no reduced pressure osck-flow preventsr In the domestic water make.up line serving the pool system, 4.0 Gc~tttagtlgn Although the building classification and the present area of the facility acetates that no fire protection upgrading ia necessary, It la the policy of port Coquldsm that sll Public Buildings ere equipped with s sprinkler fire protection system. AUG 24 199'2 CO{ilCI.USIOMS 1,0 Haatlh~attt{{aggg The existing hot water boiler ls In Satisfactory condition. The heating water distribution plplng systems appear to be ln satisfactory condition. Should leaks begin to develop ln the older piping most of lt ls accessible end can be replaced eeslly. As there ls only ons boiler tha heating system is vulnerable to e failure. The Ccntrcl system ls out-dated but is operating satisfactorily. Temperature control snd efficiency could be Improved by Installing s Olrsct Digital Control system {DGC). The syetem cost for complete control retrofit In the existing facility ls In the range of e80,000,00, Not Including reduced malntsnsncslservlce costs, s ODC comrol system could ssvs a2,800.00 to a3,000.00 s year through improved efflclenCy. Seismic restraint devices ere not installed on mechanical equipment to Current Cods requirements, The estimated oosts to edd rsatrelnt devloss Is between a7,000,00 to 0t0,000,00, A ds-humidification system should bs Installed ln the exist!ng pool slrhsndllng system to achieve better control of the relative humldhy within ths space snd improve indoor air quality. The de.humidification system would not only reduce ths Indoor relative humidity but would also provide a heat source for the pool water, pre-heating of domestic hot water end prs-heating of incoming air, Tha cost of this system would be In the range of ag5,000.00 snd would have a payback of between five to seven years. A separate HvAC system shoukl De provided for the fitness room to Improve temperature control. Ths co s t o f t hl s system would be approx{measly a7,000,00, AUG 24 {992 CONCLUSIONS leant'd) P tumbing e 3,0 The existing weil mounted water OIOSete require mslntensnce repslr to ths internal check valves. The 4 Inch domestic wstsr service ls adequate for the present end planned r.ew addition. PaaLSMttsttte Ths flltrstlon snd pumping clrculstlon system IS In gsnsrslly sstlsfsctory condition. pool water hosting ls generally In sstlsfsctory condition. Ths chlorine ges system should be up-graded to include the sir hsndling system shut-down at en epprortimste cast of 07,500.00. A reduced pressure beck-flow prevsntsr should bs Installed in the domestic wster make-up tc current cods requirements. The estimated cost for this device ls e3,500.00, 4.0 EluLPrcteatlqg ~ In keeping with the policy of Port coquitlsm, s sprinkler fire protection system will be Instslled In soconlsnce with NFPA 18 requirements, Sprinkler system costs sre usually In thc rsnge of S1,75 to S2,00 s squers foot ror the overs!I building sree, e A fire hydrent Will be required. AUG 24 1997. RKCQIWMKnIGATIQNS e Consider replacement of the present control system with s nsw DOC cantral system. This wauld reduce energy costs by spproxlmstely 58,500,00 per year, provide better.tempsrsture control snd reduce e mslmencnce snd service costs. The estlmsisd cost is e50,0QQ,QQ. Install e roof mounted de-humidification system to serve ths existing pool sir supply system Io Improve the Indoor envlronmemsl conditions, Ths estlrristed costs ls 585,000.00; Provide s separate HVAC system to serve the fitness room. Ths estlmsted cost ls 47,500.00, Up grsde the present chlorine gss detection system to current cods requirements SS previously described. The estimated coat for this upQrsds Is 53,500,00. o e consideration ehouid bs given to the lnstalletlon cf ozone systems to serve both the existing pool room. Ths ozone system wgi reduce the chlorine ges cansurnptian snd will minimize the odour of chiaremlnss In the sir snd minimize eys burn. The sstlmeted cost for these systems would be 550,000,00 for ths existing pool, Install s reduced pressure beck-flaw preventer ln the pool system weter meks-up line. The estlrnstsd cost ls 44,000.00. install seismic restraints on sll mechanical equipment to meet current code requirements. The cost ls between 57,000.00 snd 810.000.00. 8ssed an the p allc y of Port Coqultlsm, s sprlnider fire protection system ls to be Installed. The sstlmsted cost for this system is et 08,950,00. AUG 24 1992 FQRT CQQUITLAM FGGL Exlstlng Electrical Systems PREPARED SY; F N. FENQER 5 ASSOClATES 838 Pandora Avenue Vlotorle, S,C. VSW 1P4 Tel: 381 8131 Fax: 381 8811 LTD. F.N. FSMORR 5 ASSQCIAT68 LTG. Sxlstlnq 8(ectr( «SI Systems Port Coqultlem tool Page 1 Ths existing electrical systems in this building sre generally ln gOOd repair, and oonaidanng ths dere of Installation, are. adequate, A variety of underwater speakers, speaker switches, and security. It minor failures were noted, such aa was Installed without «oncem for power consumption was also noted that the basic lighting (typi«al of the era). POWff1 The facility is presently served from s power Idosk (s.c. Hydro fr32071. The kiosk is e 300 KVA 12.8/7.2 KVtc 120/208 vclt pedmOunt behind the ncrth aaet Orn f th b lldi «shee r'un close to ths north p'y seat corner expansion in this ares. Ths secondary runs to a Motor of the building, snd may restrict Control centra used ss the main distribution. This centra (Westinghouse M.C.C, Serial 840738) la rated 800 Amos, 3 phase, 120/208 volts, with s built-in power panel "M". The maximum demand on ths service as recorded by S.C. Hydro ls 128 kw (November 1881), or 381 Amps et 80% I This leave S 8 8 Amp CapeCltyfOr SxpanSIOn adequate tc serve the expended facility, (tO80% Of main SWltChrating), Whi«h WllinOt be Pc)lowing are the power panels around the facility: Panei "M" Slectrlcsl Room - full. Panel "P" lifeguard StatlOn ~ full. Panel "8" Conuol ROam ~ 'l2 c«ts. spare, Panel "C" Office - 2 ceto. spars Penal 7 Gymnasium ~ locked. These pano(a hsvs very little expansion capability, TIE LSPHON8 A naw telephone system control and phones has been installed in ths main electrio r cs I foam. o by B,T.E. It a ppea retc ad q ts o e e ep o e service to thl» ares of Port Coquitlam limits ths Is was Installed (and Is serviced) Kxtsdng Elsatrtast Systems Port Coquldsm Pool Page 2 LI tg HTIizg Ths existing llghtlnc provides mars than adequate light levels. Sy today's standard It Is too high, end Is energy inef Scient. The gyro snd pool sre served by high pressure sodium lights with good control. These ars efficient snd ers proposed to bs expanded upon In this next phase. There Is general use ol fluorescent lumlneiree in auxiliary spaces, with light levels three to four times those recommended today. There ere some luminaires with styrene lenses that hed deteriorated, but otherWlss the lurnlnsirss appear In good repair, Ths main foyer hss extensive uss of Incandescent lighting, These sre generally ineffective snd inefficient. It would be proposed that all cf thszs bs replaced In ths renovation lwith the hsip ol ths Power Smart Programl. Ths exterior street lighting hes taken considerable abuse, and soma will have to be rsioastso to aooammodets ths expansion. Ths exterior christmas lights would be removed in the expansion, and ers not proposed to be replaced. PIRO'LARM SYSTEM A single cons Edwards f 527 system Is Installed, with a used Edwards 5500 being available. The existing system appears sdsqusts, but with the expansion, additional zones would be highly deslrebls to help lacsts trouble areas quickly, It ls therefore proposed to install ths used bdwards 8500 ss pert of th» expansion project. SECLIRITY Ths existing system ls limited to beck stairwells only, and lz apparently non functlonai. This would bs replaced entirely for ths complete camp!ex, with s zoned perimeter snd trap type Syetem utlllZlng daOr Oanteata Snd infrared motlOn deteotOre, The base sound system appears ln good repalrl however, problems and is toa extensive, It Is proposed to Insteli nsw the zone switching ls causing switching in both systems, end increase the area oovsred to ths new expansion. The underwater speaker are reported ta bs not working. These units have e limited life. It is therefore hlghiy likely that ths speakers themselves have failed. It is proposed to replace these es part of this phase af the work. August tg, 1895 SZ-075tREt AUG ~g. ~ 2 Genslar Development Companti Pacilic ttegion Suite 504, 4565 Canada Way Cs&MHTWRF 8urnaOV, 8.C. V5G 4L6 Telephone (604t 299.4925 TelecoPier t604l "94-525 4 "54 Dlvisron ol Imasco Enterprises Inc" July 28, 1992 The Corporation of the City of Port Cotluitlam 2580 Shaughnessy Street Port Cotluitlam, B.C. V3C 2A8 Attn: Ms. Janna Taylor Director of Parks and Recreation Dear Ms. Taylor: RE: CITADEL HEIGHTS PARK SITE //5 — Construction Cost Index (B.C. Series) for Attached please find a copy of the Southam terms of the Master Development Agreement the month of May, 1992. Based upon the Genstar's Agreement signed in March 1987, ..." for Citadel Heights, and the Modification facility and two doubles tennis courts total contribution toward the "... community 450,000 in 1985 dollars. to be located on Park Site 45 is $ ll, d,l, 4 lygyyd 00000 ld9 pp * May 1992 d = $ 548,780 in 1991; for May 1992 = a 4.6% (i.e. $ 450,000 in 1985 = 82% of 1991 increase from 1991 = $ 574,024.00). 0 0 g 4 I trust this is the information you were seeking. Yours truly, GENSTAR DEVELOPlviENT COMPANY INC. A Division of IMASCO ENTERPRISES General Manager Pacific Region KJS/dw AUG « tgIIZ I I nnnuuonnss. M~m Cm&m&on Cost Inde ~ C~m% B.c. loden (teat aasnud Stonaea u «ta$ tasaes lo to $ $ tdt 1$ $ 1 7aa ISIS $ $$ ILOIL O.OIL 6 0% Fatsusny S7.4 07.4 1$ $ $ 1020 102$ StsssSI 1020 IOK 7 $ 0$ SSA sited $ $ .7 $$0 IOIA IOI Ji e.asa '1646 OIA 07.4 n.se Janosol / Iatu es ISOI tdsn$ $ J Otaaes lesy $$6 teel 1$ $ 2 ee I Jhan etA toae aSII 6.0$ tatL7 1$ $.7 lae IOKT Naelh Tosn 1. I% 2.$ ss I AIL 0 un 00% 10t.S -0 OIL n'nona ulna u uuu IILOL 16fLS SIA 1006 auyat IetA tet& IOI.T wC% Qstatua 10LS 102 S Bnowdm IOI.I 1010 ISIS Nto 0 $ $4 $ $.$ IOLS ISSA dsdtt I$ $ 2 16th tees nt Us Z IJ N nt ae uuuua &aue IISI 1$ $ 2 4 uua 10 ~~ n iuuu 1$ 0I ~ I ana 4 oua Thin Satsadt ls and souensn oudnsnn Goannnduaasa esn„ taco 9nn aeio Ass, 0nn illa. ssnenio tst$ $ 6stIT~ 8 Geoosat C 0tlaeeon Ite 6tt60 i ants It%I ISSI tenn 14 1 e} 4456641 I ns 41221 4$ SI tussod done I$ 62 S.SIS XI% 2.0n 1.6% Ittdex (I 99)rel(IO) ~~ 9sGewaA Satcrcsnbasa9casxlhhe Saiahn asrshcr sa'esS Sa r}S bne (} Shia M0) aaSchrbhc lt by Ihe cse0}s ecrsbsr bcbre cecsarcctit er Sa csase air0 sae mw ~ bere {}}0} 100}. ltbe Sa saahac hcse tbe raa sccics (icyyt 100} sal ssst0}4y it as0)caasheree Sccbaaa~ rabais by cbe cases af Ibe etS hase Ferne Sacra (}}0~ aacatc teccrbcr }A40 at}0aa }.4'4rasiah IASI 0 cy U cn T- Et Index (1991=II}O) Index (199 I= IIII) 110 K ai taa U) N IA m 131 (ci ie -J 40,'a I ~ ~ r sr es Year av ae es se as et es as ac ss as sr ss as TffE CORPORATION OF TEE CITY OF PORT COOUITZAM August 24, 1992 TO: Parks 6 Rec Committee Larry J. Wheeler, Recreation Manager/Deputy Director SUBJECT: Kinsmen Request Regarding Remembrance Day For your information, Bev Irvine has responded to John Golanch with an estimated cost of opening the PoCo Rec Centre on Btovember 11, 1992 for the Kinsmen Skate-A-Thon. have also told Mr. Golanch that our current work plan does not include opening the PoCo Rec Centre on this date. Therefore, we have advised him that any request to modify our work plan, should be directed to the Parks 6 Recreation Committee. We /sd cc. Bev Irvine, Area Recreation Supervisor AUG 2 / 1992