MTJ Outdoor Baggage Claim

Transcription

1 MTJ Outdoor Baggage Claim 915 S. Tenth St. Montrose, CO 8101 p: (970) f: (970) Drawings and Dimensions 1. ATTENTION ALL USERS OF THESE DRAWINGS, GENERAL CONTRACTORS, SUBCONTRACTORS, MANUFACTURERS, SUPPLIERS: CAREFULLY AND THOROUGHLY REVIEW THESE GENERAL NOTES. IT IS YOUR RESPONSIBILITY TO KNOW AND ADHERE TO THESE REQUIREMENTS. 1. DO NOT SCALE THE DRAWINGS. 2. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR THE CONVENIENCE OF THE ARCHITECT AND THE CONTRACTOR. THE SEPARATIONS USED HEREIN ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE, AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS, OR OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE. 3. EVERY EFFORT HAS BEEN MADE TO MAKE THESE DOCUMENTS CONCISE AND COORDINATED, TO DEFINE WORK IN THE MOST LOGICAL PLACE AND TO ELIMINATE REDUNDANCY. DO NOT PRESUME THAT YOUR SCOPE OF WORK IS SINGULARLY DEFINED. YOUR SCOPE OF WORK IS DEFINED THROUGHOUT THE ENTIRE SET OF DRAWINGS AND SPECIFICATIONS AND IS NOT CONTAINED IN JUST ONE SERIES OF DRAWINGS OR DIVISION OF SPECIFICATIONS. YOU MUST REVIEW THE ENTIRE SET OF CONTRACT DOCUMENTS TO DETERMINE YOUR SCOPE OF WORK. 2. ALL DIMENSIONS ON PLANS ARE TO FACE OF BLOCK OR TO FACE OF STUD UNLESS NOTED OTHERWISE. 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT IMMEDIATELY SHOULD ANY DISCREPANCIES BE FOUND IN THE DRAWINGS AND SPECIFICATIONS.. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELD CONDITIONS NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 5. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE OWNER BEFORE ACTUAL CONSTRUCTION WORK BEGINS. ANY INDICATION OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR, AND ARE NOT TO BE TAKEN LITERALLY. 6. SEE GENERAL NOTES ON ALL 'A' SERIES DRAWINGS FOR INFORMATION RELATED TO PLANS AND DETAILS ON THOSE SHEETS. 7. THE TERM "ALIGN" REFERS TO LOCATING DIFFERENT COMPONENTS OF CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES (SUCH AS CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, ETC.) ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE ARCHITECT PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK. 5. MECHANICAL AND ELECTRICAL DRAWINGS SHOW INFORMATION IN A DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE GENERAL CONTRACTOR IS TO COORDINATE THE LOCATIONS OF ALL M.E. EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL AND STRUCTURAL DETAILING OF SHAFTS, CHASES, AND SUCH. 6. THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL VISIT THE SITE AND BECOME FAMILIAR WITH SITE CONDITIONS AS THEY MAY AFFECT CARRYING OUT THE WORK AS DESCRIBED IN THESE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT, AND NOTIFY THE ARCHITECT OF ANY CONDITIONS THAT REQUIRE MODIFICATION BEFORE PROCEEDING WITH THE WORK. 7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITY LINES. LOCATIONS SHOWN ARE APPROXIMATE. REPAIR ALL DAMAGE TO UTILITY LINES CAUSED BY CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER. 8. CONTRACTORS AND ALL SUB-CONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND/OR ORDERING OF MATERIALS. 9. USE OF THE WORD "VERIFY" POINTS OUT A SITUATION WHICH MUST BE CONFIRMED PRIOR TO PROCEEDING WITH THE WORK, FABRICATION OF EQUIPMENT, OR ORDERING MATERIAL. NOTIFY THE ARCHITECT OF ANY DISCREPANCY. North Townsend Ave., Montrose CO 8101 Genera l Requirements MTJ Outdoor Baggage Claim STAMP Construction Notes 1. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT CONFIGURATIONS OR DETAILS OF SPECIFIC MANUFACTURERS (TYPICALLY THE FIRST MANUFACTURER LISTED UNDER "ACCEPTABLE MANUFACTURERS" IN THE SPECIFICATIONS). DIMENSIONS AND DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLY INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER MANUFACTURERS MAY ALSO BE ACCEPTABLE. THEREFORE, ACTUAL INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED IN THE WORK (INCLUDING PARTITION THICKNESSES FOR RECESSED OR SEMIRECESSED PRODUCTS), AND IS RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES. 8 ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT SHALL BE FAMILIAR WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT, AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS PROJECT THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, LABOR, AND SERVICES NECESSARY TO COMPLETE THE WORK. PROJECT NO: 10. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE BUILDING CODE & LOCAL AMENDMENTS. DRAWN BY: LB CHECKED BY: PM 11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES AND THE PREVENTION OF CONFLICT BETWEEN ALL TRADES. 12. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL CONDUCT A WALK THROUGH INSPECTION WITH THE OWNER TO DETERMINE IN WRITING THE CONDITION OF THE WORK ALREADY IN PLACE. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING EQUIPMENT PRESENTLY IN PLACE THAT IS DAMAGED DURING CONSTRUCTION. 13. ALL SUB-CONTRACTORS SHALL SUBMIT SHOP DRAWINGS AS REQUIRED FOR ARCHITECTS APPROVAL PRIOR TO COMMENCING ANY WORK. PHASE: 9/13/16-Issue A-Bid Cover SHEET NAME A0.0 SHEET NUMBER

2 ESTIMATE OF QUANTITIES No. SPEC. DESCRIPTION UNITS QUANTITY BY R PLOTTED BY MWHITE, FILE PATH & NAME = \\DMS1\PROJECTS\ACTIVE PROJECTS\2015\1515-MTJ AIRPORT BAGGAGE CLAIM\C3D16\1515C_BASE.DWG, PLOT DATE = 9/6/2016 :16 PM, PRINTER/PLOTTER = AUTOCAD PDF (GENERAL DOCUMENTATION).PC3, PAGE SETUP = DMC 3 X 22 OCE DSN (LINES OVERWRITE) LEGEND RENTAL CAR PARKING B B A A BAGGAGE CLAIM FACILITY B B A A A A PASSENGER DROP OFF / PICK UP LANE 10' Scale in feet Know what's below. Callbefore you dig. 0 1" = 10' 10' 20' BID SET DEL-MONT CONSULTANTS, INC. E N G I N E E R I N G S U R V E Y I N G DMC JOB NO.: SHEET NO.: OF 125 Colorado Ave. Montrose, CO 8101 (970) (970) FAX service@del-mont.com MONTROSE REGIONAL AIRPORT EXTENDED BAGGAGE CLAIM AREA MONTROSE CHECKED BY: SCALE: DESIGNED BY: C-1 SNS AS-NOTED MGW 1515 DATE ISSUED: FILE NAME: DRAWN BY: HORIZONTAL PLAN REVISIONS DATE NO C_BASE.DWG MGW SHEETS

3 BAGGAGE CLAIM FACILITY RENTAL CAR PARKING PASSENGER DROP OFF / PICK UP LANE BY R Know what's below. Callbefore you dig. REVISIONS PLOTTED BY MWHITE, FILE PATH & NAME = \\DMS1\PROJECTS\ACTIVE PROJECTS\2015\1515-MTJ AIRPORT BAGGAGE CLAIM\C3D16\1515C_BASE.DWG, PLOT DATE = 9/6/2016 :16 PM, PRINTER/PLOTTER = AUTOCAD PDF (GENERAL DOCUMENTATION).PC3, PAGE SETUP = DMC 3 X 22 OCE DSN (LINES OVERWRITE) LEGEND 10' Scale in feet 0 1" = 10' 10' 20' BID SET DEL-MONT CONSULTANTS, INC. E N G I N E E R I N G S U R V E Y I N G DMC JOB NO.: SHEET NO.: OF 125 Colorado Ave. Montrose, CO 8101 (970) (970) FAX service@del-mont.com MONTROSE REGIONAL AIRPORT EXTENDED BAGGAGE CLAIM AREA MONTROSE CHECKED BY: SCALE: DESIGNED BY: C-2 SNS AS-NOTED MGW 1515 DATE ISSUED: FILE NAME: DRAWN BY: GRADING PLAN DATE NO C_BASE.DWG MGW SHEETS

4 RENTAL CAR PARKING BAGGAGE CLAIM FACILITY PASSENGER DROP OFF / PICK UP LANE SHEET NO.: OF BY R Know what's below. Callbefore you dig. REVISIONS PLOTTED BY MWHITE, FILE PATH & NAME = \\DMS1\PROJECTS\ACTIVE PROJECTS\2015\1515-MTJ AIRPORT BAGGAGE CLAIM\C3D16\1515C_BASE.DWG, PLOT DATE = 9/6/2016 :16 PM, PRINTER/PLOTTER = AUTOCAD PDF (GENERAL DOCUMENTATION).PC3, PAGE SETUP = DMC 3 X 22 OCE DSN (LINES OVERWRITE) 10' Scale in feet 0 1" = 10' 10' 20' BID SET DEL-MONT CONSULTANTS, INC. E N G I N E E R I N G S U R V E Y I N G DMC JOB NO.: 125 Colorado Ave. Montrose, CO 8101 (970) (970) FAX service@del-mont.com MONTROSE REGIONAL AIRPORT EXTENDED BAGGAGE CLAIM AREA MONTROSE CHECKED BY: SCALE: DESIGNED BY: C-3 SNS AS-NOTED MGW 1515 DATE ISSUED: FILE NAME: DRAWN BY: DATE NO C_BASE.DWG MGW STORM SEWER AND AND SUB-SURFACE DRAIN PLAN SHEETS

5 SECTION A1-A1 TYPICAL CONCRETE AREA SECTION N.T.S. A1 B1 B1 PLAN VIEW A1 REVISIONS BY PLOTTED BY MWHITE, FILE PATH & NAME = \\DMS1\PROJECTS\ACTIVE PROJECTS\2015\1515-MTJ AIRPORT BAGGAGE CLAIM\C3D16\1515C_BASE.DWG, PLOT DATE = 9/6/2016 :16 PM, PRINTER/PLOTTER = AUTOCAD PDF (GENERAL DOCUMENTATION).PC3, PAGE SETUP = DMC 3 X 22 OCE DSN (LINES OVERWRITE) SEAT WALL DRAIN DETAIL N.T.S. SECTION B1-B1 SECTION A-A PERFORATED PIPE INSTALLATION DETAIL TYPICAL STORM SEWER PIPE INSTALLATION DETAIL N.T.S. SUB-SURFACE DRAIN DETAILS N.T.S. SECTION B-B NON-PERFORATED PIPE INSTALLATION DETAIL PLAN VIEW STORM DRAIN INLET DETAILS N.T.S. SECTION VIEW BID SET DEL-MONT CONSULTANTS, INC. E N G I N E E R I N G S U R V E Y I N G DMC JOB NO.: SHEET NO.: OF 125 Colorado Ave. Montrose, CO 8101 (970) (970) FAX service@del-mont.com MONTROSE REGIONAL AIRPORT EXTENDED BAGGAGE CLAIM AREA MONTROSE CHECKED BY: SCALE: DESIGNED BY: C- SNS AS-NOTED MGW 1515 DATE ISSUED: FILE NAME: DRAWN BY: CONSTRUCTION DETAILS DATE NO C_BASE.DWG MGW SHEETS

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9 1 A3.1 52' - 0" 2' - 0" 1' - 8" 2' - 0" 1' - 8" 2' - 0" 1' - 8" 2' - 0" 1' - 8" 8" H., 6" DIA., CONCRETE FILLED STEEL BOLLARD 915 S. Tenth St. Montrose, CO 8101 p: (970) f: (970) " DIA. T.S. GUARD 8' - 1" STAINLESS STEEL BAG SLIDE 1 1/" / 1'-0" STAINLESS STEEL SIDE PANEL OVER 5/8" MARINE GRADE OR TREATED PLYWOOD. A3.1 1 A3.1 MOTORIZED COILING OVERHEAD DOOR. RAYNOR OR EQUAL 3 A3.1 6" DIA. STEEL GUARD 12'X' MOTORIZED COILING DOOR 8" H., 6" DIA, CONCRETE FILLED STEEL BOLLARD 1 A3.1 3" X8X16 GROUND FACE CMU TO MATCH HARROW DISC LIGHT. MATCH EXISTING SITE CAST CONCRETE CAP MATCH EXISTING CAPS 2' - 0" X8X16 GROUND FACE CMU TO MATCH " 2' - 0" 8" 2" DIA. T.S. GUARD STAMP Northwest Elevation 3/8" = 1'-0" 1 Plan 3/8" = 1'-0" 8' - 0" MTJ Outdoor Baggage Claim North Townsend Ave., Montrose CO Northeast Elevation 3/8" = 1'-0" XX16 BRICK. MATCH EXISTING PROJECT NO: PHASE: 15 9/13/16-Issue A-Bid ' - 8" " 2' - 8" ' - " 12' - 0" 8X8X16 CMU 2" TUBE STEEL RAIL DRAWN BY: CHECKED BY: Plan & Elevations Author Checker SHEET NAME 3 Southwest Elevation 3/8" = 1'-0" A2.1 SHEET NUMBER

10 PRECAST CONCRETE CAP PRECAST CONCRETE CAP SLOPE TO AIR SIDE OF WALL PRE-CAST CAP. MATCH EXISTING. 1' - 8" 6' - " 2' - 0" " ' - 8" 1' - 8" 6' - " HARROW DISC LIGHT. MATCH EXISTING. 1' - 8" PRE-CAST CAP. MATCH EXISTING. MOTORIZED COILING DOOR 6" TS BOLLARD BEYOND 3/16" STEEL TEE, SLOPE TOP TO MATCH SLIDE ANGLE. PAINT GRAY. 7' - 0" 2' - " XX16 BRICK BOND BEAM SEE STRUCTURAL DRAWINGS STAINLESS STEEL SLIDE ON 5/8" MARINE GRADE OR TREATED PLYWOOD. ATTACH HEAT TUBE TO UNDER SIDE 2" TS SLIDE FRAME. SPACE FRAMES ON 2'-0" CENTERS 2" DIA. TS GUARD BEYOND. PAINT GRAY. PROVIDE INTERMIDIATE SUPPORT FOR SPANS GREATER THAN ' () HOLE STEEL FLANGE. SCREW TO SLIDE. 8" BRICK ACCENT BAND. MATCH EXISTING. BLOCKING 6' - 5 1/2" " " 1 1/" / 1'-0" 2' - 0" 2' - 0" GROUND FACE CMU TO MATCH EXISTING. 2' - 0" 9" 2' - 1" 1' - 2 1/2" 5" 1' - 8" 5" 1' - 6" 30"X30"X12" FOOTING #5 REBAR 12" OC EA WAY. 1 Section 1" = 1'-0" 12' - 6" 6" DIA, 3/16 TH. STEEL BOLLARD 2 Bench Elevation 1" = 1'-0" 2' - 6" 1' - 0" 10" X 10" X 1/" STL BASPLATE. ATTACH WITH 1/2" WEDGE ANCHOR. VERIFY THICKNESS OF CONCRETE TO SELECT APPROPRIATE DEPTH OF ANCHOR. 6" DIA, 3/16" TH. STEEL BOLLARD. FILL WITH CONCRETE. PAINT. 3 Typical Low Guradrail 1" = 1'-0" 2 3/" 1' - 2 1/2" 2 3/" 2X TS ' - 0" PROJECT NO: PHASE: 15 9/13/16-Issue A-Bid TS BENCH. PAINT PRE-CAST CONCRETE CAP. MATCH EXISTING HARROW DISC LIGHT EA. SIDE OF COLUMN. CMU BLOCK. MATCH EXSITING 1' - 6" 2" x " TUBE STEEL 2" x 6" TUBE STEEL. PAINT. 2"X2"X1/" STL ANGLE WELD TO 2X'S; ANCHOR TO WALL WITH (2) 3/8" DIA. X3" ANCHOR BOLTS 10" X 10" X 1/" STL BASPLATE. ATTACH WITH 1/2" WEDGE ANCHOR. VERIFY THICKNESS OF CONCRETE TO SELECT APPROPRIATE DEPTH OF ANCHOR. 915 S. 10th St. Montrose, CO 8101 p: (970) f: (970) motleyarc.com DRAWN BY: CHECKED BY: Section & Details SHEET NAME Author Checker 7 Bench Plan 1/2" = 1'-0" 6 Bench Section 1" = 1'-0" 5 Bench Connection Detail 1" = 1'-0" Pipe Bollard Detail 1" = 1'-0" MTJ Outdoor Baggage Claim A3.1 North Townsend Ave., Montrose CO 8101 SHEET NUMBER

11 MONTROSE REGIONAL AIRPORT BAGGAGE RAMP GENERAL NOTES, SECTIONS AND DETAILS 222 South Park Avenue Montrose, Colorado PRELIMINARY ISSUED FOR PRICING S1.1

12 MONTROSE REGIONAL AIRPORT BAGGAGE RAMP STRUCTURAL PLANS 222 South Park Avenue Montrose, Colorado PRELIMINARY ISSUED FOR PRICING S2.1

13 MONTROSE REGIONAL AIRPORT BAGGAGE RAMP SECTIONS AND DETAILS 222 South Park Avenue Montrose, Colorado PRELIMINARY ISSUED FOR PRICING S3.1

14 MONTROSE REGIONAL AIRPORT BAGGAGE RAMP SECTIONS AND DETAILS 222 South Park Avenue Montrose, Colorado PRELIMINARY ISSUED FOR PRICING S3.2

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