Loading...
Airport Americas Hangar chg fun D~ ~Ý4-~ MEMORANDUM September 13, 2004 TO: The Honorable Mayor and City Council Members FROM: Michael C. Van Milligen, City Manager SUBJECT: Request Reallocation FY05 CIP's to add Americas Hangar Airport Manager Andy Perry recommends City Council approval to re-allocate $81,000 budgeted for Storm Water Drainage toward the expansion of the Americas Hangar. Additionally, it is recommended that the lOOT funded Small T-Hangar Replacement project be reduced $130,000, and those funds allocated for the Americas Hangar Expansion project. There will be no additional cost to the City, and the Americas Hangar Expansion is an eligible project for lOOT funding. I concur with the recommendation and respectfully request Mayor and City Council approval. I flAiJ14:; /17v/i Michael C. Van Milligen MCVM/jh Attachment cc: Barry Lindahl, Corporation Counsel Cindy Steinhauser, Assistant City Manager Andrew D. Perry, Airport Manager .[QJ~ DUBUQUE REGIONAL AIRPORT 11000 Airport Road + Dubuque. Iowa 52003-9597 Phone: (563) 589-4128 + Fax: (563) 589-4108 wwwjlydbq.com Airport Commissioners + Steve Accinelli Doug Brotherton Ted Goodmann John Markham Jim 0 'Neill MEMORANDUM To: From: Mike Van Milligan, City Manager Andrew D. Perry, A.A.E., Airport Manager # Date: September 8, 2004 Subject: Request Reallocation FY 05 CIP's to add Americas Hangar CC: Airport Commission Dawn Lang, Budget Director Back2round information: As discussed in the August 4, 2004 memo attached, the Airport Commission unanimously voted to expand the Americas Hangar. The Airport Commission respectfully requests the City Council re-allocate the $81,000 budgeted for Storm Water Drainage toward the expansion of the Americas Hangar. Additionally, we request the mOT funded Small T-Hangar Replacement project be reduced $130,000 and allocate these funds for the Americas Hangar Expansion project as shown below. CIP Number 390-184 390-A56 -$130,000 Americas Hangar E ansion $ 81,000 $130,000 There will be no additional cost to the City, and the Americas Hangar Expansion is eligible project for mOT funding. Please see attached memo for project details. Thank you for your time and please call if you have any questions. .[Q]~ DUBUQUE REGIONAL AIRPORT 11000 Airport Road + Dubuque, Iowa 52003-9597 Phone: (563) 589-4128 + Fax: (563) 589-4108 wwwjlydbq.com Airport Commissioners + Steve Accinelli Doug Brotherton Teri Goodmann John Markham Jim 0 'Neill MEMORANDUM A.'1Jv¡, - L.~- ( f,' íJ C/ --t~J t~þf,u,. f\ f1 Lc C ~..j)t~LN" From: Mike Van Milligan, City Manager Andrew D. Perry, A.A. E., Airport Manager Æ To: Date: August 4, 2004 Subject: Possible change in CIP (America's Hangar) CC: Airport Commission Back2round information: Approved for FY 2005 is a CIP for storm water drainage and parking lot 3 rehabilitation for $81,000. The major portion of the funding was to help alleviate water flow and ponding on the north side ofthe America's hangar. As shown in Exhibit B, the water currently flows directly towards the hangar; in which the bottom portions of the panels have been replaced due to rusting and weathering. The water then moves along the hangar north towards a storm drain in front ofthe control tower. The project would consist of removal and reshaping the parking area between the hangar and UD Flight Operations Center and adding another storm drain system on the north end of the tear-out portion of the parking area. A water swell would be added four to eight feet from the building to drain water towards the newly added storm drain. Issues: To rehabilitate this area for water run-off would cost an estimated $50,000 as discussed with city engineering. The project helps keep the water flow away from the building; however, the pedestrian traffic area is directly through the newly re-graded and water swell area for UD students and staff. With the close proximity of existing buildings there virtually is no way around this issue without very expensive methods. The placement of the storm drain may prohibit future expansions of existing buildings or would at the very least increase the costs of those expansions. Options: Option I: After review of the project with city engineering the discussion began about expanding the America's hangar instead oftearing out and adding storm drains. Increasing the width of the America's hangar by another 30 feet (Exhibit A) would solve the water runoff problem. It also elevates pedestrian traffic through the new water swell. By expanding the hangar this solves two problems. One, the water runoff problem and two, providing the University of Dubuque with more space expansion opportunities. Enclosed is a 2003 letter from UD concerning inadequate space and their continued growth of aircraft and staff. Furthermore, adding additional space will increase revenue. The idea is to extend the shell of the hangar only. The University could add office area or have it remain as hangar space to accommodate the four new arriving aircraft this fall. The increased revenue would depend upon lease negotiations. The University has expressed much interest in the hangar expansion. Enclosed is a cost breakdown of the extension at an estimated $203,343. The commission may request utilization of the $81,000 for the site work, engineering fees, and foundation, which virtually follows the initial program to rehabilitate the area. The remaining $131,032 would come from mOT funds for hangar construction. We would move back or downsize the construction of four small box hangars. The airport would not be requesting additional city funds to complete this project, just to reallocate existing CIP funds. Option 2: Utilize the existing $81,000 of program funding as programmed. Removal and rehabilitate the area between the UD Flight Operations Center and the America's Hangar. With remaining funding we can possibly correct other storm drain problems in lot three. The cost of the storm drain and tear-out is an estimated $50,000 leaving $31,000 for other areas in lot three. To be clear this addresses the hangar but does not fully fIX the water runoff problem for pedestrians. Recommendations: The unanimous consensus ofthe Airport Commission is to delay or downsize construction of the box hangars to solve space needs of the University. UD has a need for additional space and the current water problem in that area has already caused a rehabilitation of the meta! on the hangar. To maximize construction time before winter, I am requesting your opinion on the reallocation of city funds. If you agree, the next step is for the Airport Commission to formally request the Council shift CIP funding. If we proceed the airport would like to have concrete poured before inclement weather. Please call me with any questions that you might have. I JWy ". 2004 Mr. Todd Dalsing Dubuque Regional Allport 11000 Allport Road. . Dubuque, IA 52003-9555 A 't1I & cf" C/ ~ {rt LI.J¡-- ""'1 / Re: New "Box Hangar" & America's Hangar Addition nw Project No: 04159-01 Dear Todd: Find attached schematic floor plans, elevations, site plans, and preliminary cons1ruction cost estimates for the above referenced projects as requested. This schematic package represents our understanding of the project requn-ernents. The floor plan and elevations for the New "Box Hangar" building reflect our interpretation of the requn-ed building size and geometry. This layout includes (4) 33 'x42' "Box Hangars" each with a 41 '-6" wide x 14'-0" high bi-fold hangar door with openers and (I) integrated walk door. The superstructure is based upon Erect-A-Tube, Inc. The requn-ed eave height for this. configuration is 16'-6" at the front with a W' per 12" "shed" roof slope to the rear. The floor plan and elevations for the America's Hangar Addition include a 30'xI00' addition onto the north end of the existing building. The addition will consist ofa pre- engineered metal building sUnilar to the existing cons1ruction. A Metal Building Supplier has not yet been' determined. The existing north end wall will be eliminated, allowing additional hangar space. Per your request, the existing over head door and walle door will both be relocated to the new addition end wall. The plan also includes (11) aluminum :framed window units. The site plan for the New "Box Hangar" project was developed using an existing site plan from the 2000 "T" Hangar project (llW Project # 00079-02). This drawing represents approximate current conditions, but an additional survey will need to be conducted for verification before beginning final design. The site plan for the America's Hangar Addition is intended to show the general location and relationship of the proposed addition to the existing building. Before final design begins, a complete survey of the existing building and site will need to be conducted. The preliminary construction cost estimate for each project includes a cast-in-place concrete (frost protected) foundation and floor slab. Both buildings will consist of a basic "shell" with no electrical, HV AC, or plwnbing work. Items above and beyond a basic building "shell" include the following: 1. The. America's Hangar Addition estimate includes insulation (by Metal Building Supplier). 2. The New "Box Hangar" estimate includes rough-ins for a futme toilet room and installation of a new septic system to be shared with the existing Cottingham & Butler hangar. Each estimate includes a "Contingency" figure to cover unforeseen conditions, and possible additions to the project resulting in Change Orders. Assumptions in the surrounding topography and site drainage have been made in developing the estimate for the America's Hangar Addition. Subsequently, a higher '~Contingency" of 15% is included in that estimate. . IIW Engineers . Dubuque. IA s, P. C . Hnzol Groen, WJ & Surveyo INTEGRIn'. EXPERTISE. SOLUTIONS. I:Jm D=ia F. Waugh, FElSE Charl..A. CalC. PE Gary D. Sejko,.. PE Miebael A. Jansen. PE/SE Ronsld A. BalmCI. PE/SE' Jobn M. TIaIII]"'. PLS Timothy J. Thlnc1. PE Jo)" F. Wmdsn;dCl. FE ¡uHe P. N..bcl. FE ¡"""P. Kaune. PE Thomas!. OSl<l.PLS WIBY A. Childers. PLS GeoffryT.BJlUldin. PE 'Li,~"dA~hi",,'L.",.MN.'D CiviJ Engineering StnletuIBI &gineering Envhonmenta} &gineerin. Municip,1 &gin..,;ng T'rnnsportation Engineering ""iliiteCOJ,,1 &ginc",ing Lond SulVeying Qualify Control Tes"n. Geoteehni,,1 &gin..ring 4155 penney!",niu Avenue Dubuaue. "'w, 52002-2628 . 563.556.2464 563556.781 J fax wwwJiweng.....,ro Mr. Todd Dalsing July 26, 2004 Page 2 of2 Please call if you have questions or comments. Sincerely, nw Enuineers & Survevors. Inc. ~¡~ Craig Elskamp Project Manager (jMa ~ Michael A. Jansen, P.E., S.E. Vice President Ene. (riD/' )~ ;"1 F? ~¡v;./1 W/' týt;. t, . ry cl' AMERICA'S HANGAR ADDmON Eatima1e1 July 22,2004 nw ENGINEERS AND SURVEYORS, P.C. 4155 PENNSYl.VANIA AVENUE I DUBUQUE. IOWA 62002 voice: 583 658 2AB4 tax: 583 555 7811 """¡1:_kamPOliwengr.ccm COST ES'TlMATE SUMMARY p:1D4115B-OllAmerlco's HangarlostirnaSlEstimalel SECT. DESCRIPTION MATERIAL lABOR EQUIP. SUBCON. TOTAL 01999 GENERAL REQ. 450 1300 450 2025 4225 . 02999 SITEWORK 10192 9810 5414 4110 29525 '03999 CONCRETE 15147 8530 400 0 2A177 05999 METALS 0 0 0 62000 52000 _.. 07999 THERM. & MOIST. 0 0 0 250 250 05999 DOORS & WINDOWS 5500 550 0 0 8050 16999 ELECTRICAL 0 0 0 750 750 ----- 31259 20290 6264 89135 126975 SALES TAX (mBteria~) PAYROLL TAXES & INSURANCE (labor) OVERHEAD & PROFIT . MASTER BUILDERS OF IOWA .PERFORMANCE BOND 0.06 0.27 0.20 0.003 0.01 1578 5478 25396 450 1603 ESTIMATED CONSTRUCTION COST (anticipated bid amount) 161814 (unfo",saen conditions) 0.15 24272 J 186086 0.10 18808 600 205194 CONTINGENCY PROJECTED CONSTRUCTION COST PROFESSIONAL FEES TESTING TOTAL RECOMMENDED PROJECT BUDGET II tnaAlc1l!tV6 r it iii ~7g' ¡)i\) LWtJ 111 "-'7 - 1..';:>f~ ¡VIt1rJ I fNlS..II¡f¡,tO¡J r- 1Z.Ð<::,J' <Í1\.C ~. (Jl !Sl~""') f1f'(t (1.,u v1UI1l\!I ~' \'\~ \ ~i'~ 1~1~\ (1;¡ry1St\ -;"1..} -;; ~~.\" 1 V'v ~ J.J.:') NCW'BOXHANGAR" Estimøte1 July 22, 2004 IIW ENGINEERS ANO SURVEYORS. P.C. 4155 PENNSY!.VANIA AVENUE I DUBUQUE, IOWA 52002 VDice: 5B3 555 2484 lex: 5B3 555 7811 e-mail: œl8lcamP4!lilWengr.can COST ESTIMATE SUMMARY p:\04\159-D1\Box H8nga_ng8r18stim_\E8timat81 SECT. DESCRIPTION MATERIAL lABOR EQUIP. SUBCON. TOTAL 01eeB GENERAL REQ. 450 2400 1000 2625 8475 02geB SITEWORK 27B2 31B1 105B 0 7022 03BBB .CONCRETE 21555 10470 400 0 3242B 05BBB METALS 0 0 0 I!406B 1!40BB 07BeB THERM. & MOIST. 0 0 0 500 500 15BeB PLUMBING 0 0 0 0 5500 1BBeB ELECTRICAL 0 0 0 250 250 ----- 247BO 16050 245B 87443 146242 SALES TAX (matarI81s) PAYROLL TAXES & INSURANCE (labor) OVERHEAD & PROFIT MASTER BUILOERS OF IOWA PERFORMANCE BOND TESTING 0.05 14BB 0.27 4334 0.20 2B24e 0.003 544 0.D1 1B1e (anticlpatad bid amount) 1B3576 (unfe_en conditions) 0.10 1B357 202043 0.10 20204 500 222747 ESl1MATED CONSTRUC110N COST CONTINGENCY PROJECTED CONSTRUCTION COST PROFESSIONAL FEES TOTAL RECOMMENDED PROJECT BUOGET MEMO RAND UM TO: Andrew Perry, Airport Manager CC: Tracy Wagner, VP-Finance Joe Suarez, Chief Instructor FROM: Steven Accinell~ Director-Flight Ceuter .@ DATE: May 19, 2003 RE: Lack of Office Space, University of Dubuque The University of Dubuque continues to enjoy success in its Aviation Programs. However, lack of adequate office space is beginning to take its toll. The problems revolve around: - inadequate space for the conduct of ground training, prior to flight and during poor weather - insufficient restroom facilities - inadequate space in break area - inadequate office space for support staff On the other hand, hangar space remains adequate. UD plans to grow our fleet this summer by at least one aircraft and possibly two. We have been approved for an additional twin trainer in September 2004. That is a total of two to three aircraft growth in the next 15 months. I would appreciate any suggestions you might have and please keep US informed of any space that might become available. We are reviewing our options including moving functions and personnel to campus, putting a trailer behind the Flight Center, or building offices in the Iowa Hanger. Keep the greasy side down. ~= -- -- -- ='::\~'_._~._== 1,-. ><" UOI '",.ml£1a NOLLl£~d:Ð=I.~~~; i~~~ rzm Ii W Imd "-IS " . ;; I i~ ! , ~ 1 ----1--------- 1 --...j--------- 1 . , 3 p. ~ ---..- --..-wT -- -- -- -- ~!d ~iil . , : , , , , I I I I , , I i I i I I , , I , , I I I I I I I z¡ ~i 51 ~$ ~ § ~ zi ~¡ 5 i ~ .. ~ .BHOI.LVA:rnI . 1m' .oem -- 1 ~ ~ ~ ~I ~ ~dl UOI ""boano '=.:::.:-.- ~,-~ "'0","" "NOlO" ...ano 'J" 'S1!OJ.HA1If1S rzm NOLLIaOV 8VolMI S,VOImIIIV "" S1I3BNIÐN.QA\II "~it .d ~~~ II iiil " il~~~ ii ~! q i ~ I w ~ 01 ~ ~ì c 0 "(J) c ( ) ~ '- 0 0> c 0 .c Õ 0 -- a a r-- x a C') ( ) 0 u C/) 0 +- Õ Z « +- :0 :c >< w c _0 en C CD ~ ~ 0 0> c 0 .c -I- 0 J2 a a r-- x a Çf) CD 0 0 C/) Q -I- 0 Z c 0 'CI) c ~ Q) Q) ,c ? :J .0 +- :J 0 ..c +- '5 +- 0 Q) '0 "- Q. ,c 0 "- TI E "- Q CI) Q) 0 0 CI) Q +- 0 Z CIP 2004 REVISED DI{AINAGE NEAR CI-IARTAIRE & REI-IABILII'AI'ION OF l,OT 3 8 This project provides simultaneous corrections to the storm water drainage while perfonning the rehabilitation of the adjacent parking, Lot 3. Cit)7 PFC mOT FAA $81,000 $0 $0 $() TOTAL COST $81,000 $ - $ - $ - $ PROJECT BUDGET I 2003-04 I 2004-05 A. EXPENDITURE ITEMS Design & Engineering 1$ 10,500 land and RO.W. Construction 1$ 70,500 Other TOTAL 1$ 81,000 I $ -I $ B. PROJECT FINANCING i~i~pprt Constrù~íion Fund I: 81,0001/ TOTAL 81,000 $ -I $ 2005-06 2006-07 2007-08 .0$ - $ - $ - -. $ - $ - $ ¡¡ ; PROJECT DESCRIPTION This prolect provides for improving storm water drainage near the building leased by Chartaire, through the installation of drains near the building foundation and the rehabilitation of the adjacent parking lot (lot #3). ' JUSTIFICATION ' Combining the Storm Water Drainage Project and the Rehabilitation of Parking lot #3 Project is requested as the storm water drainage and the construction of the parking lot which are adjacent to each other can be more efficiently engineered and constructed concurrently to assure each area of this project compliments the adjoining area. Currently the Chartaire building is lower than the parking lot, and the water does not drain away from the metal building and is deteriorating the botlom of the building. RELATIONSHIP TO OTHER PROJECTS This project Implemenls the Comprehensive Plan's Infrastructure Element: Goals 3.1 and 3.4; and Environmental Quality Element: Goal 5.4. ......... - .... ;¡/& - - - .. . ~ -- ........ . . .