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HomeMy WebLinkAboutResolution 010-15RECORD OF RESOLUTIONS Dayton Legal Blank Inc Form No. 30045 10 -15 Resolution No. Passed . 20 A RESOLUTION ACCEPTING THE LOWEST AND BEST BID FOR THE DUBLIN ARTS CENTER PARKING IMPROVEMENTS (RETAING WALL) AND AUTHORIZING THE CITY MANAGER TO ENTER INTO A CONTRACT FOR THE PROJECT. WHEREAS, formal advertising and competitive bidding procedures have been conducted, pursuant to Section 8.04 of the Revised Charter, for the Dublin Arts q Center Parking Improvements (Retaining Wall); and WHEREAS, Council has determined that the base bid in the amount of $164,600.00 submitted by Jess Construction is the lowest and best bid; and WHEREAS, Dublin Arts Center Parking Improvements (Retaining Wall) were programmed in the approved 2015 Capital Improvement Program (CIP); and WHEREAS, funding is available in the Capital Projects Funds. NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Dublin, State of Ohio, �, R of the elected members concurring, that: Section 1 . The base bid submitted by Jess Construction in the amount of $164,600.00 is hereby accepted. Section 2 . The City Manager is hereby authorized to enter into a contract for said project as specified within the bid proposal and the City's bid documents on file in the Division of Parks & Open Space. Section 3 . This Resolution shall take effect upon passage in accordance with Section 4.04(a) of the Revised Charter. Passed this day of 2015 J ;yor — Presiding O icer Attest: Clerk of Council 7 c 4 ityof Dublin Office of the City Manager 5200 Emerald Parkway • Dublin, 01-143017-1090 Phone: 614 - 410 -4400 • Fax: 614 - 410 -4490 To: Members of Dublin City Council From: Marsha I. Grigsby, City Manager\A> Date: January 22, 2015 Initiated By: Fred Hahn, Director of Parks and Open Space Memo Re: Resolution 10 -15 - Dublin Arts Center Parking Improvements (Retaining Wall) Summary On Monday, January 12, 2015, bids were opened for the Dublin Arts Center Parking Improvements (Retaining Wall) project. The project consists of all the materials and labor necessary to demolish and reconstruct the failing limestone retaining wall. In addition, the project includes improvements to the handicapped parking area, storm water drain installation, and landscape preservation. Five (5) bids were received: Bidder Base Bid Jess Construction $164,600.00 Facemyer Landscaping LLC $174,200.00 Columbus Asphalt Paving $218,400.00 McDaniel's Construction Corp., Inc. $258,000.00 OPC Contracting $275,435.00 The City's base bid estimate for this project was $200,949.00. The 2015 CIP provides funding for $250,000 for the retaining wall improvements. Staff has thoroughly reviewed the bid from Jess Construction and has determined it to be the lowest and best. Jess Construction has completed multiple projects for the City and staff has found their work to be most satisfactory. Complete construction details are available for review in the Council Planning room. This project is anticipated to be completed by spring 2015. The Dublin Arts Council is aware of these improvements and the associated tentative construction schedule. Recommendation Staff recommends adoption of Resolution 10 -15, accepting as lowest and best Jess Construction's base bid of $164,600.00. o c�Y 0 0 1 0 0 0 0 o O � _ 0 o ° EXISTING TREE OR TREE MASS NOTES 1. 20' SQUARE MINIMUM SURROUND FOR WOOD BARRIER. 2. 10' MINIMUM RADIUS FOR PLASTIC BARRIER. 3. DO NOT INSTALL MATERIALS OR ALLOW CONSTRUCTION WITHIN BARRIER FENCING. w v w z z J J 0 10'R. o 4 x 4 WOOD POST 20' -0" HIGH VISIBILTY PLASTIC BARRIER OR SNOW FENCING EXISTING GRADE ° STEEL FENCE POST AT 5' O.C. i 0 N 2X4 WOOD RAILS AVOID MATERIAL STORAGE & EQUIPMENT A DETAIL: TREE PROTECTION FENCE SL 1 SCALE: NONE S•Details0© 4.584 Ac. is& Coordinates are tied my Control NAVD 88 LAYOUT PLAN GENERAL NOTES S•Details®©version 2010 PROPERTY SURVEY INFORMATION REPRODUCED FROM DRAWINGS TITLED: DUBLIN ARTS CENTER BY: PATRIDGE SURVEYING LLC DATED: MARCH 2014 1. ALL DIMENSIONS ARE TAKEN TO FACE OF WALL OR BUILDING WHERE APPLICABLE UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL LAYOUT AND ADJUST FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. 4. USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE DRAWINGS. 5. CONTRACTOR SHALL REFER QUESTIONS ON MATERIALS, FINISHED, LABOR AND /OR PERFORMANCE STANDARDS NOT SPECIFIED HEREIN TO THE LANDSCAPE ARCHITECT. 6. CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND PROTECT ALL EXISTING SITE IMPROVEMENTS AND UTILITIES DURING CONSTRUCTION OPERATIONS. NOTIFY OHIO UTILITIES PROTECTION SERVICE AND/ OR OWNER TO LOCATE EXISTING UTILITIES AT LEAST 72 HOURS PRIOR TO CONSTRUCTION START. 7. OBTAIN AND PAY FOR ALL APPLICABLE PERMITS, INSPECTIONS, FEES, AND CHARGES. 8. ALL WALKWAYS LEADING TO ENTRANCES ARE TO BE CENTERED ON DOORWAYS UNLESS OTHERWISE NOTED. 9. AT LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW PAVEMENT, CONTRACTOR SHALL BLEND NEW PAVEMENT TO EXISTING CONDITIONS. PAVEMENTS SHALL ALIGN BOTH VERTICALLY AND HORIZONTALLY. PONDING AT JOINTS WILL NOT BE ACCEPTED. 10. PROVIDE MINIMUM 1/8" & 3/8" MAXIMUM PER FOOT CROSS SLOPE IN DIRECTION OF SURFACE DRAINAGE ON ALL WALKWAYS. 11. WHERE NEW CONCRETE PAVEMENT MEETS EXISTING CONCRETE OR VERTICAL SURFACES PROVIDE 1/2" EXPANSION JOINT. WHERE NEW CONCRETE PAVEMENT MEETS EXISTING ASPHALT, SAW CUT EDGE OF ASPHALT AND BUTT NEW PAVEMENT TIGHT. SCORING JOINTS SHALL MATCH EXISTING CONDITION WHERE NEW CONCRETE PAVEMENT REPLACES EXISTING OR ABUTS EXISTING CONCRETE PAVEMENT. 12. FINISH ON CONCRETE SHALL BE PERPENDICULAR TO TRAFFIC FLOW. 13. WHERE NEW ASPHALT PAVEMENT MEETS EXISTING ASPHALT, SAW CUT EXISTING ASPHALT. ALL NEW PAVEMENTS SHALL MEET EXISTING FLUSH. 14. PARKING LOT LINES AND TRAFFIC CONTROL MARKINGS SHALL BE PAINTED WHITE ON PAVEMENT WITH MINIMUM 4" WIDE LINES OR AS SHOWN ON PLANS. ELEVATION a NUMBER ELEVATION SHEET NUMBER DETAIL LETTER A SHEET NUMBER SECTION NUMBE SECTION 4 SD- SHEET NUMBER S•Details a @ version 201 � LAYOUT PLAN Q� SCALE: 1 "= 10'-p" OF + 7 JAMES J L y �P 3 4 V A 43 �y ri % 4■ ■ ■ .9 ■ ■ ''� p c A L( W � o U 4� C) �D D J. ■ ■ ■ ■ CHECKED BY: J. A. • D D ESIGN SCHEMATIC � DEVELOPMENT CONSTRUCTIO [Ll D OCUMENT PERMIT SET ■ :: SET • ■ • ■ • . ■ • • • ■ Lu ■ • ■ • ■ . . ■ Lu Lu ■ .... • U) 0 Q E w O w - Io 0 M U) Z LL] m 0 E 0 N U U) Q r) U LL] O r H F w W W� q W H H� � � w z H W ti JBA #: 1403 SHEET: SL -1 2'-0" BARS TO MATCH FTG STEEL NOTE: FOOTING STEPS MAYBE SCALED MATCH FTG DEPTH OR 12" MAX. CAP DETAIL: STEP FOOTING 1 X 1 1/2" CHANNEL Scale- 1/4" = 1' -0" i — X 1 1/2" CHANNEL 2" SQ. POST 23'-6" SQ. SOLID r--TW 827.1 n LJ LJ WLJ U LJ r-1 LJLJ LJLJ L JLJ 0 LJLJ ON VE L_J I _j \--T - - X - _j :1 1 1/2" CHANNEL 'Ll E]E�L] El E�L: JEH�� _j E F_ L__j M-ET QL4 )u :-JL-j TOP OF FOOTING 9 1/2" U) IC-157 CAP ELEVATION: WALL Scale- 1/4" = 1' -10" 11111! 12" x 18" x.080 THK. ALUMINUM SIGN t) WITH BLUE LETTERS AND WHEEL CHAIR SYMBOL ON WHITE VAN BACKGROUND $500 FINE SIGN FOR VAN ACCESSI DESIGNATED SPACES. 12" x 3.5" x .080 THK. ALUMINUM SIGN WITH BLUE LETTERS ON WHITE BACKGROUND 12" x 3.5" x.080 THK. ALUMINUM SIGN WITH BLUE LETTERS INDICATING FINE 2" SQUARE .125 ALUMINUM POST WITH WITH NO DIE CUTS OR HOLES I//- )U A 1`t L-\./I)IkD F Ill. I VV\./ PER PARKING BLOCK DETAIL: PARKING BLOCK SD 1 Scale: 1 V-0" S•Details@@ 0" 0 3000 PSI CONCRETE FOOTING O.D.O.T. #404 ASPHALT SURFACE COURSE O.D.O.T. #407 TACK COAT / -O.D.O.T. #302 ASPHALT BASE COURSE DETAIL: PARKING LOT SIGNAGE SD 1 Scale: 1" = V-0" S•Details@@ % O.D.O.T. #302 AGGREGATE BASE DETAIL: PAVEMENT EDGE SD 1 Scale: 1 V-0" S•Details@@ RAILING 3/4" CHAMFER WA TERPROOFING ASPHALTIC MASTIC STONE CAP —FINISH GRADE TOPSOIL STONE 8" CONCRETE WALL 4" 0 ADS@ PERFORATED DRAIN PIPE, OR NDS EZ FLOW0 FRENCH DRAIN. OUTLET THRU WALL FINISH PAVEMENT GRADE DOWELS TO MATCH VERT. REINF. SIZE & SPACING Lu _j % 0 NOTES 1. PROVIDE VERTICAL DOVETAIL ANCHOR STRIPS AT 2' 0 /C. 2. SECURE VENEER WITH DOVETAIL CLIPS AT VO/C VERTICALLY. —FREE DRAINING AGGREGATE BACKFILL @12" O.C. HORZ. @12" O.C. VERT. C OMPACTED FILL FILTER FABRIC 2 _�� F_ r- 06 X645 L.W. 4'-9" SECTION: RETAINING WALL SD 1 Scale: 3/4" = 1' -0" M • RAILING /4" CHAMFER WATERPROOFING ASPHALTIC MASTIC FINISH GRADE TOPSOIL FREE DRAINING AGGREGATE BACKFILL 8" CONCRETE WALL 4" 0 ADS® PERFORATED DRAIN PIPE, OR NDS EZ Zr FLOW® FRENCH DRAIN. OUTLET THRU WALL FINISH PAVEMENT ---------- GRADE 4.5 RD :r. 2" CLEAR @12" O.C. HORZ. @16" O.C. VERT. C OMPACTED FILL X FILTER FABRIC 2 C J 00 z CD z 0 #4 @ 12" O.C. HORZ. &— _j 14" S.W. ui VERT. CD m CIO < -� �- % Lu C) 4- N CY) CN < Lu _j 9N C) M NOTES 45 L.W. 1. PROVIDE VERTICAL DOVETAIL 2'-2" ANCHOR STRIPS AT 2' 0 /C. 2 e. 2. SECURE VENEER WITH DOVETAIL CLIPS AT VO/C VERTICALLY. SECTION: RETAINING WALL SD 1 Scale: 3/4" = 1' -0" DETAILS a� SCALE: AS NOTED JAMEN L wMKAWrr 334 X .0 4v AZ Al � DRAWN BY: J. BUR KART CHECKED BY: J. BUR KART • DRAWING PHASE: SCHEMATIC DESIGN DEVELOPMENT CONSTRUCTION ■ DOCUMENT PERMIT SET BID SET L J) 0 z Lu cr-' • 0 L o u f %) • 0 0 0 C') ':j C/) L'u co, L.0 c5u) ■ ■ < L Eu < 0 a- Lu X < Lu �2 Lu Lu Lu O O� = ■ Lu m • U) F- 0 L _ 0_ E Lu ® 0 0 0 M cf) LLJ Q) CN 0 0 LLJ 0 cG F, '5 F, ji 2 F, ti JBA #: 1403 SHEET: SD-1 1 1-8110 DETAILS: BOLLARD SD 1 Scale: 1 1 S•Details@@