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HomeMy WebLinkAboutItem 25 Thurston Fire Station #16 - Public Comments and Project Status - P20534 AGENDA ITEM SUMMARY Meeting Date: Meeting Type: Departmeot: Staff Cootact: StaffPbooe No: Estimated Time: January 22, 2008 Regular Session City Manager's Carole Knapel 726-3672 10 min . SPRINGFIELD CITY COUNCIL ITEM TITLE: THURSTON FIRE STATION #16 - PUBLIC COMMENTS AND PROJECT STATUS - P 20534 ACTION REQUESTED: Consider the Public Comments and Project Status for Thurston Fire Station #16 and select one ofthe following options; 1) Determine the preferred Schematic Design option and direct staff to proceed with the preferred design; or 2) Direct staffto return to Council on February 4,2008 with a detailed itemization of the public review comments; or 3) Direct staff to make modifications to the Schematic Design and to return to Council on February 4, 2008 with the modified design and with a detailed itemization of the public review comments ISSUE STATEMENT: At the January 14,2008 Work Session, the staff presented three schematic design options for the Thurston Fire Station # 16 Project. At that time, staff advised that two Open House sessions had been scheduled in order to obtain public comment about each of the options. ATTACHMENTS: A - Council Briefing Memo DISCUSSION/ . FINANCIAL IMPACT: . ~. '; ::'\\ .'" '.".-.;. . At the Council Work Session on January 14, the staff presented three schematic design options. The cost of each option is as follows: ',\ :r . '-,1" Optioo Cost Approved Const. Cost Differeoce Single Story (Pitched Roof) $1,697,000 $1,766,750 ($69,750) Two Story (Pitched Roof) $1,955,000 $1,766,750 $188,250 Two Story (Low Pitch Roof) $2,051,000 with stucco $1,766,750 $284,250 Two Story (Low Pitch Roof) $1,979,000 w/o stucco $1,766,750 $212,250 At the time of the Work Session, the staff indicated that two Open House sessions had been scheduled to provide public comment on the designs. The Open House sessions have been scheduled for January 15 and January 17,2008. Staffwill compile the public comments and present the comments to Council ,during the January 22, 2008 meeting. In addition, during the next two weeks, the project team will meet to determine if any further reductions can be made to the construction costs for any of the proposed schematic design. At this time, Council may determine to select one of the proposed schematic design options and direct staff to proceed with the design of that option. In the alternative, Council may direct staff to return on February 4,2008 with a detailed itemization ofthe public comments and/or possible modifications to the schematic design options. Subject: January 8, 2008 Gino Grimaldi, City Manager Carole Knapel Thurston Fire Station #16 - Schematic Design Options COUNCIL BRIEFING MEMORANDUM Date: To: From: ISSUE: On October 15, the City Council authorized the project team to begin the design of the new Fire Station #16. The approved project includes approximately 9550 square feet with a construction budget of $1,767,000 and it will incorporate Best Management Practices for the design and operation of fire stations. Because ofthe site limitations, the project team has developed a two-story schematic as well as a single story option. DISCUSSION: The attached schematic drawings indicate the design options which have been developed by the project team. Each of the options includes the space requirements and adjacencies which were approved in the Functional and Space Program. The two-story option has been further developed to demonstrate a pitched roof and a low-pitch roof. Single-Story Option - Pitched Roof This option includes 9545 square feet of space and provides all the required space for apparatus and equipment, living areas and administrative areas. The cost of this design option is estimated to be $1,697,000. The annual payments for the fmancing of this option are estimated to be $235,000. The advantages of this option include the following; · The cost estimate is within the approved construction cost budget. · The single story design may be considered to be more consistent with the design of surrounding residential properties The'disadvantages ofthis option include the following; · The design uses more of the site. The existing station is approximately 5000 square feet. The new design will nearly double the size of the facility to 9545 square feet. This design will therefore limit the options for future expansion of the station. · Because the single story option uses more of the site, there is a limited area for outdoor staff training. The project team has indicated however that the available site training area would still be acceptable. Two-Story Option - Pitched Roof This option includes 9653 square feet of space and provides for the apparatus and equipment, living areas and administrative space. The cost of this design option is $1, 955,000. The increased costs are the results of the need to add an elevator, stairways, an increased number of windows and doors and an increased amount of site work. The annual payments for financing this option are estimated to be $268,000. The advantages of this option include the following; · This design reduces the footprint of the building to approximately 5585 square feet. The reduced size of the building footprint allows for future expansion space for additional apparatus bays and living areas if a future Council should determine to increase the size of the station at this location. · The reduced footprint allows for more outdoor training space for the fire crews. The disadvantages of this option include the following; · The cost of this option exceeds the construction budget by approximately $188,000. · The pitched roof option will require a minor variance which would need to be addressed in the Site Plan Review process. Attachment A Page 1 of 10 Two-Story -Low Pitch Roof This option includes 9653 square feet of space in the same floor plan as the pitched roof design option. The cost of this option is estimated to be $2,051,000. In addition to the cost increases discussed for the pitched roof option (above), there are added costs resulting from the exterior wall treatment provided in this option. Because of the low pitch ofthe roof, the project architect is recommending a stucco exterior for this design. If an exterior wall treatment is used similar to the pitched roof option, the cost could be reduced by $72,300 for a total estimated cost of$1,979,000. The annual payments for financing this option are estimated to be $284,000. The advantages of this option include the following; . This design reduces the footprint of the building to approximately 5585 square feet. The reduced size of the building footprint allows for future expansion space for additional apparatus bays and living areas if a future Council should determine to increase the size ofthe station at this location. . The reduced footprint allows for more outdoor training space for the fire crews. . Because of the lower profile, this option would not require a minor variance at the Site Plan Review process. The disadvantages of this option include the following; . The cost of this option exceeds the construction budget by approximately $285,000. ACTION REQUESTED: No action is requested at this time. The project team will present these options to the community during the Open House sessions scheduled for January 15 and January 17,2008. The project team will return to the Council at their Regular Session on January 22 with information gathered from these Open House seSSIOns. ./ Attachment A Page 2 of 10 STAFF ENTRY 10 ... ci 2 2 0 ~ i= ~ 0 I- ~ CIl a w " a: ~ u: C ..J W u: ~ . 2 ~ ii: ~ ll. CIl Ii -CD FLOOR PLAN - SINGLE STORY OPTION 9,545 sq. ft. 1/S" - " -0" DRAWN BY: CMHll CHECKED BY: PL" DATE: 12-0J.07 TInE: FLOOR PlAN SCAlE: 1(8"_1-'0. LEGEND . APPARATUS SPACE L.JVlNG SPAce SHEfTNO: . ADMINISTRATlON SPACE 1 Of 10 < 0 .-< .j.J s:: 4-l Cll 0 I':l .c C""l u cO Cll .j.J O[J .j.J cO < p.. ;", j; .'.! l;: -CD FRONT ELEVATION - SINGLE STORY OPTION '/8" "" " .O~ EBLEFT ELEVATION - SINGLE STORY OPTION _. _.. 2 ................._.._._......................._.........._._.................~..._...............__........._............m.."...n............................_.__..._..___........_....U.._..nUn.nm*............._............................................_.........._......._ 11S" - l' -0' EBRIGHT ELEVATION - SINGLE STORY OPTION -.....- 2 ......_....__.._..........m_m..n._................._............nn___.................._..................n........................................___m.............._...._......................,,_...._......................._...n......................._........ 11S" - l' -0. ffiBACK ELEVATION - SINGLE STORY OPTION . - I _ 2 _____... ._~___~________~...~___......!....___.____.__~_ " 1 1/8" .. l' -0" ," f .',_ .. U) ~ c:i z z 0 ~ ~ <l: 0 I- 0 III ~ W ~ a: " u: ~ 0 .... W u: Cl Ii; Z ~ ii: ~ c.. III ii <:0 ...... .I-l P4-< Q) 0 S .c~ () C\l Q) .I-l bO .I-l C\l <:p., DRAWN BY; CMHU CHECKED BY: PlB DATE: 12.03--07 TITLE: ELEVATIONS SCAlE: 118w_1.'OM 2 't'.. t" ROOF SYSTEMS PREFABRICATED WOOD TRUSSES@ 2.... OC WITH PLYWOOD, FELT; <to YEAR ASPHALT SHINGLES. 'INTERIOR PARTITION SYSTEM sTAGGERED STUD WOOD FRAMING WITH SOUrlD BATT INSULAllON, GYPSUM BOARD 'AT EACH SIDE FOR SOUND CONTRoL. 048" CMU AT ALL WALLS IN APPARATUS BAYS. TURN OUT STaR. APPARATUS BAY IT WCISHWR HALL . EMS STORAGE ffiSECTION - SINGLE STORY OPTION __. 3 _.,..................................._._._..._............_......_....._....._.......,.._,......_............._............................................._........................._"___......______n.._.... 1/8" = " -0" (' , . ~', '\ EXTERI R WALL SYSTEM STANDARD WOOD FRAMING WITH GYPSUM BOARD INTERIOR FINISH, BATT INSULAllON, PLYWOOD SHTG, FELT, CEMENT BOARD SIDING WITH BRICK VENEER WAlNSCOTTlNG. CD ... ci 2 2 0 ~ ~ <t 0 I- ~ IJJ W ~ a: ~ u: ~ < C -' w u: (!:l to 2 ~ 1r ~ ll.. IJJ <0 .-< +J l=ll.H Cll 0 ]tr) U cU Cll +J 00 +J cU <P-< EXTERIOR WINDOW SYSTEM STANDARD VINYL WINDOWS WITH INSULATED, lOW E, TINTED GLA2JNO, & TRANSOM UGHTS FOR NATURAL UGtmNG AND ENERGY SAVINGS. DRAWN BY: CMHll CHECKED BY: PlB DATE: 12-03-07 TITLE: SECTION SCAlf; 118-.1_'0" 3 i:1 .', <, STAFF ENTRY PUBLIC ENTRY co .. c:i z z 0 ~, j:: 0 ~ " fIl ~ W M a:: ~ it ~ < Cl .... w_ it to Cl Z ~ ii: ll.. > fIl EBFIRST FLOOR PLAN -TWO STORY OPTION .m._ 4 ._........................._......._.......................'...._m....._............_._m__..____._...._.....__...mmmmm____.__.._._._..m____m__.m__.m_..................._.'''........................'''..................."...,...,...... 9,651 sq. ft. 5.585 Sq. Ft. 118M = l' -0" LEGEND DRAWN BY: CMHII CHECKED BY: Pl. DATE: 12-03-07 TffiE: fiRST FLOOR PLAN SCAlE: 118"_1_'0. APPARATUS SPACE UVlNG SPACE . ADMINISTRATION SPACE 4 <:0 ..... +J ~4-l ell 0 t=i ,.c::..o u Cd ell +J co +J Cd <:P-< '4.068 Sq. Ft. <D ... ci 2 2 0 ~ i= <( 0 I- " III ~ w " a: ~ u::: C ...I W u::: Ii; Cl 2 ~ a: ~ a. III . ffiSECOND FLOOR PLAN -TWO STORY OPTION --5__.________.___....................__.................._.........._.___............__............._..__._..........._................__.............___......__..........._........____.__.....n.n.._____m.___mm_mm._._............. 9,651 sq. ft. ~ . 1/8" "" " _OM LEGEND APPARATUS SPACE LIVING SPACE . ADMINISTRATION SPACE DRAWN BY: CMHII CHECKED BY: PLB DATE: 12-03-07 TITLE: SECOND FLOOR PLAN SCAlf: 118~.. ,.'O~ 5 <X: 0 .--l +J P 4-l Q) 0 1J r--. u cO Q) +J 00 +J cO <X: P-< EBFRONT ELEVATION - TWO STORY OPTION Ii.. .___n 6 ___........................._.............._........._._.._.................................._n....._________.._____.________.___._.___.~_........._......,.._._........___._....._................._..:....:___.....c_____..~--..-__:___:_-_---__::____: 1/S' ~ I' -0" EBSIDE ELEVATION - TWO STORY OPTION A- .........6................__...____....._____________________..._......_..._.........._..__._......_.__..................__..........._........................__._....._..._.........._............__.......................____.__mmm__._________ EBSIDE ELEVATION - TWO STORY OPTION A .. ..... 6 _~......._-_-.:;::....._.._............._.-...........-----_--------..........,.............._._................._~___________......._.,......___....._..........,...._......._,______.........._.........................."".. l/S" - I' -0" liS" = l' -0" EBBACK ELEVATION - TWO STORY OPTION A ........_6........._._...._..__........_..__.......____.__._.....______....._........__._......._....____...................:...........__.__..........._......__.._......................_m....m....._........_............_.__....___.._...._....._.__... 1/a~ = " -0" CD <0 .... .-< -lJ ci ~lH Z Cll 0 z t=l 0 ,.ceo i= CJ <l: Cd Cll I- -lJ 00 en -lJ Cd W < p.. a: it c .... ' w it -I;; Cl Z ~ a: D- en DRAWN BY: CMHIl CHECKED BY: PlB DATE: 12-03-07 TITLE: ELEVATIONS SCALE: 118-.'-'0. 6 ffiFRONT ElEVATION - TWO STORY OPTION B ' ._.......7............_........_...............__.............._..........._.........__..._..........._m._n................._.....__....._.................................._............_........_.___m..___n.............__..........._......._.........._........__.......___-:-_............._...._._._............._............H..... 1/8" - I' -0" _CDSIDE ElEVATION - TWO STORY OPTION B _Q)~IDE ELEVATION - TWO STORY OPTION B 1/8" = l' -0" 1/8- = " -0" __CDBACK ElEVATION - TWO_ STORY OPTION B 1/S" = l' -0" (Q <t10 ... .--< ci .j..J ~4-l Z Q) 0 z 13 0 ,.c:0'\ t= U c:( C\l Q) ~ .j..J bO lI) .j..J C\l w <t1 p... a: u::: 0 ...l W u::: c:l z ii: Q, lI) s DRAWN BY: CMHII CHECKEOBY: PL8 DATE: 12.03-07 TInE: ELEVATIONS SCAlE: 1/8-_1.'0. 7 ROOF SYSTEMS T Jl TRUSSES@24"DCWlTH PI. VWOOD, 4 PLY MDDII'IED BUILT UP ROORNO FLOOR YSTEM T.II WOOD TRUSSES WITH 3" GVP-CAETE TDPPltiG Sl.AB OVER PI. VWOOD SUPPORTED 'MTH GLUE LAM BEANS. (WlL.L REQUIRE CNU WALLS TO 2ND FLOOR) INTERIOR PARTITION SYSTEM STAGGEREO STUO WOOD FRAMING WITH SOUND BATT INSULATION, GYPSUM BOARD AT EACH SlOE FOR SOUND' CONTROL. eMU AT All WALLS IN APPARATUS BAVS. EXTERI R WALL SYSTEM STANDARD WOOD FAAMlrtO WITH GYPSUM BOARD l"lERJOR AraSH, BATT IHSULAnON, PLYWOOD SHTG, FEL.T, STUCCO RNISH wtTH BRlCKlSTONE VEHEER WAINSCOTTING. eMU WALLS AT APPARATUS (EXPOSED OR COVERED) KITCHEN PHYSICAL TRAINING DINING ROOM . 0 CD ~ ... ci f Z Z ~ 0 ~ j::: <r: 0 I- ~ (Jl W " a:: ~ u:: < C ....I W u:: c:l Ii; Z' ~ ii: ~ II.. (Jl i APPARATUS BAV EXTERIOR WINDOW SYSTEM STANDARD V1HYL WINDOWS WITH INSULATED, Lowe, TINTED GLAZING, & TRANSOM LIGHTS FOR NATURAL L1GH11NG AND ENERGY SAVUtG5. CD~=~~'?~~,~~? ~~?~~?~~I?~~ ROOF YSTEMS 1/8" = " _0" PREFABRICATED WOOD TRUSSES@ 2.4" OC wtTH PLYWOOD, FELT, .40 YEAR ASPHALT StaNGLE$. EXTERIOR WINDOW SYSTEM DRAWN BY: CMHll CHECKED BY: PlB DATE: 12-03-07 TffiE: SECTION SCALE: 118".1.'0" FLOOR SYSTEM TJI WOOD TRUSSES WITH 3" GYP-CRETE TOPPING SLAB OVER PLYWOOD SUPPORTED WITH GLUE LAlli BEAMS. {WILL REQUIRE eMU WALLS TO 2ND FLOOR} INTERIOR PARTITION SYSTEM '" STAGGERED STUD WOOD FRAI\IING WITH SOUND BATT INSULATION, GYPSUM BOARD AT EACH SIDE FOR SOUND CONTROL CMU AT ALL WALLS IN APPARATUS BAYS. EXTER OR WALL SYSTEM STANDARD WOOD FRAMING WITH GYPSUM BOARD INTERIOR RNISH, BATTINSULATlON, PLYWOOD SHTG, FELT, CEMENT LAP SIDING Yt'1TH BRICK VENEER WAINSCOTTING. eMU WALLS AT APPARATUS (EXPOSED OR COVERED) IQTCHEN STAI'tDARD VINYL WINDOWS WITH INSULATED, LOW E, TINTED GLAZlNG,I. TRANSOM UGHTS FOR NATURAL UGHllNG AND ENERGY SAVINGS. APPARATUS BAV ~ _CDSECTION - TWO STORY OPTION B 8 118M"" l' -0" " 0 < ,..., +-l l.H P 0 Q) ] 0 E'-I () tU Q) +-l 00 +-l tU < ~