NOT FOR CONSTRUCTION AND BIDDING
SHEET NO. OKLAHOMA TURNPIKE AUTHORITY 4/17/2017 NOT FOR CONSTRUCTION AND BIDDING OLSSON ASSOCIATES PROJECT ENGINEERS SHEET ENGINEER CONTRACT NO. NUMBER OLSSON T-ER-021 2 ASSOCIATES TOTAL SHEETS 4 PAY QUANTITY NOTES 9:55:19 AM (R-49) (O-17) TO BECOME PROPERTY OF AND BE DISPOSED OF BY THE CONTRACTOR IN A MANNER APPROVED BY THE ENGINEER. CONTRACTOR TO VERIFY DIMENSIONS AND FURNISH SHOP DRAWINGS FOR APPROVAL BEFORE FABRICATION OF SIGNS. (TC-25) ALL CONSTRUCTION TRAFFIC CONTROL WILL BE IMPLEMENTED ACCORDING TO CONSTRUCTION PLANS, AND INSTALLED IN A MANNER APPROVED BY THE ENGINEER, IN ACCORDANCE WITH CHAPTER VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (CURRENT EDITION), AND COMPLIANT WITH APPLICABLE O.D.O.T. STANDARD DRAWINGS. PRICE BID FOR THIS ITEM SHALL BE PAYMENT IN FULL FOR THE INSTALLATION, MAINTENANCE AND SUBSEQUENT REMOVAL OF ALL NECESSARY CONSTRUCTION TRAFFIC CONTROL DEVICES AND PAVEMENT MARKINGS REQUIRED FOR COMPLETION OF THE PROJECT. ALL SIGNS AND BARRICADES, WHICH ARE SHOWN WITH TYPE 'A' LIGHTS IN THE STANDARD DRAWINGS SHALL HAVE THE CORRESPONDING LIGHT ATTACHED DURING NON-DAYLIGHT HOURS. (01) THE CONTRACTOR SHALL COORDINATE REMOVING AND RESETTING THE PIKEPASS SCANNER(S) AND ALL OTHER REQUIRED TOLL EQUIPMENT WITH THE OTA TOLL INTEGRATOR; PRICE BID TO INCLUDE THESE ITEMS. PRICE BID TO INCLUDE THE COST OF REMOVING AND RESETTING ANY OTHER EQUIPMENT TO BE RELOCATED TO THE NEW SIGN STRUCTURE. GENERAL NOTES (02) EXISTING FOOTINGS AND VERTICAL SUPPORTS TO REMAIN IN PLACE. F:\2017\0001-0500\017-0018\40-Design\Microstation\OTA\DGN\C\PH702_StroudSignReplacement_PAYQUANT01.dgn (G-56) (G-58b) (G-69) ALL WORK AND/OR MATERIALS NOT CLASSIFIED AS A "CONTRACT PAY ITEM" SHALL BE CONSIDERED INCIDENTAL AND THE COST THEREOF SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS WHICH ARE CLASSIFIED FOR PAYMENT. THE ALLOWABLE WORKING PERIODS FOR THIS PROJECT SHALL BE AS FOLLOWS: MONDAY THROUGH THURSDAY 9:00 A.M. TO 6:00 P.M. NO WORK WILL BE ALLOWED OUTSIDE THE ABOVE REFERENCED TIMES, ALL DRIVING LANES MUST BE OPENED TO FULL CAPACITY OUTSIDE THE ALLOWABLE WORKING PERIODS. ALL WORKERS, EQUIPMENT, MATERIALS, ETC MUST BE OFF THE ROADWAY AND OUTSIDE THE CLEAR ZONE DURING NON-ALLOWABLE WORKING PERIODS. ONLY THAT AMOUNT OF OPEN TRENCH WILL BE ALLOWED THAT CAN BE SURFACED DURING AN ALLOWABLE WORKING PERIOD. FAILURE TO COMPLY WILL RESULT IN THE APPLICATION OF A LANE RENTAL FEE AS OUTLINED IN SP 645.05. WHEN AFFECTING TRAFFIC THRU A PIKEPASS "READER LANE", NOTIFY TOLL SYSTEM INTEGRATION SPECIALIST (TOLL DIVISION) AT (405) 301-7277, A MINIMUM OF 48 HOURS IN ADVANCE. IF NO ANSWER, LEAVE A MESSAGE. LEAVING A MESSAGE DOES NOT CONSTITUTE APPROVAL FOR LANE CLOSURES. (03) (04) (05) (06) PRICE BID TO INCLUDE AN ESTIMATED 50 L.F. 0.75" EXPOSED ALUMINUM CONDUIT, AN ESTIMATED 120 L.F. 1/C NO. 10 ELECTRICAL CONDUCTOR, AND ALL REQUIRED CONDUIT AND WIRING FOR THE PIKEPASS SCANNER(S) TO BE MOUNTED ON THE SIGN STRUCTURE. INSTALLATION OF ELECTRICAL CONDUIT AND WIRING SHALL BE COORDINATED WITH TOLL DIVISION. PRICE BID TO INCLUDE EXTERNAL WALKWAY AND HANDRAIL TO BE INSTALLED IN ACCORDANCE WITH ODOT STANDARD DRAWING OWE1-1-(LATEST REVISION). THE OVERHEAD SIGN STRUCTURE SHALL ALSO BE POWDER COATED GREEN IN COLOR, IN ACCORDANCE WITH OKLAHOMA TURNPIKE AUTHORITY SPECIFICATIONS. PRICE BID TO INCLUDE NEW HORIZONTAL TRUSS STRUCTURE CONNECTED TO EXISTING VERTICAL SUPPORTS IN ACCORDANCE WITH ODOT STANDARD DRAWING 0SS6-1-00E. ALL CONSTRUCTION WORK ZONE SIGNS SHALL HAVE FLUORESCENT SHEETING. THE FLUORESCENT SHEETING SHALL MEET THE REQUIREMENTS OF ASTM D4956 (LATEST REVISION). THE MANUFACTURER SHALL FURNISH A TYPE 'D' CERTIFICATION IN ACCORDANCE WITH O.T.A. SPECIAL PROVISION SUBSECTION 106.04. THE CERTIFICATION SHALL INCLUDE TEST RESULTS ON MATERIAL SUBMITTED FOR APPROVAL. OKLAHOMA TURNPIKE AUTHORITY OLSSON ASSOCIATES PROJECT ENGINEERS STROUD PLAZA SIGN REPLACEMENT PAY QUANTITIES AND NOTES CONTRACT NO. T-ER-021 2 DATE 04/17/2017 LINCOLN COUNTY
OLSSON ASSOCIATES PROJECT ENGINEERS ENGINEER OLSSON NOT FOR CONSTRUCTION AND BIDDING ASSOCIATES CONTRACT NO. SHEET NUMBER T-ER-021 3 TOTAL SHEETS 4 S.H. 99 1 0: 08: 29 AM 4/1 7/201 7 OKLAHOMA TURNPIKE AUTHORITY 50' 0 25' 50' REPAIR EXISTING A-1 SIGN STR. AND INSTALL SP. SIGN NO. 1 TO I44 FRO M I 44 N. 8TH AVE. F: \201 7\0001-0500\01 7-001 8\40-Desi gn\mi crostati on\ota\dgn\c\ph702_pl an. dgn STROUD SIDEGATE TOLL PLAZA OKLAHOMA TURNPIKE AUTHORITY OLSSON ASSOCIATES PROJECT ENGINEERS STROUD PLAZA SIGN REPLACEMENT SIGNING PLAN CONTRACT NO. T-ER-021 SHEET NO. 3 DATE 04/17/2017 LINCOLN COUNTY
levels:gscolorfill GSBWFILL GSOUTLINE panelstyle:pikepass chevronshoulderradius:12.000 constructpanels:36 24 18 panelborderradius:12.000 chevrontipradius:12.000 constructpanelmode:0 panelroundcorners:0 panelstation:none panelheightlock:1 legendmaterial:0 heightrounding:6 panelwidthlock:1 panelmaterial:0 panelmounting:0 panelstandard:2 widthrounding:6 panelquantity:1 panelname:name marginalign:9 panelshape:0 panelsizes: version:2 HEADER.bsi levels:gscolorfill GSBWFILL GSOUTLINE panelstyle:toll chevronshoulderradius:12.000 constructpanels:36 24 18 panelborderradius:12.000 chevrontipradius:12.000 constructpanelmode:0 panelroundcorners:0 panelstation:none panelheightlock:1 legendmaterial:0 heightrounding:6 panelwidthlock:1 panelmaterial:0 panelmounting:0 panelstandard:2 widthrounding:6 panelquantity:1 panelname:name marginalign:9 panelshape:0 panelsizes: version:2 GUIDE SIGN BOTTOM.ssi levels:gscolorfill GSBWFILL GSOUTLINE chevronshoulderradius:12.000 constructpanels:36 24 18 panelborderradius:12.000 panelstyle:reg_only.bsi chevrontipradius:12.000 constructpanelmode:0 panelroundcorners:0 panelstation:none panelheightlock:1 legendmaterial:0 panelwidthlock:0 heightrounding:1 panelquantity:1 panelmaterial:0 panelmounting:0 panelstandard:2 widthrounding:1 panelname:name marginalign:9 panelshape:0 panelsizes: version:2 levels:gscolorfill GSBWFILL GSOUTLINE panelstyle:pikepass chevronshoulderradius:12.000 constructpanels:36 24 18 panelborderradius:12.000 chevrontipradius:12.000 constructpanelmode:0 panelroundcorners:0 panelstation:none panelheightlock:1 legendmaterial:0 heightrounding:6 panelwidthlock:1 panelmaterial:0 panelmounting:0 panelstandard:2 widthrounding:6 panelquantity:1 panelname:name marginalign:9 panelshape:0 panelsizes: version:2 HEADER.bsi levels:gscolorfill GSBWFILL GSOUTLINE panelstyle:toll chevronshoulderradius:12.000 constructpanels:36 24 18 panelborderradius:12.000 chevrontipradius:12.000 constructpanelmode:0 panelroundcorners:0 panelstation:none panelheightlock:1 legendmaterial:0 heightrounding:6 panelwidthlock:1 panelmaterial:0 panelmounting:0 panelstandard:2 widthrounding:6 panelquantity:1 panelname:name marginalign:9 panelshape:0 panelsizes: version:2 GUIDE SIGN BOTTOM.ssi levels:gscolorfill GSBWFILL GSOUTLINE chevronshoulderradius:12.000 constructpanels:36 24 18 panelborderradius:12.000 panelstyle:reg_only.bsi chevrontipradius:12.000 constructpanelmode:0 panelroundcorners:0 panelstation:none panelheightlock:1 legendmaterial:0 panelwidthlock:0 heightrounding:1 panelmaterial:0 panelmounting:0 panelstandard:2 panelquantity:1 widthrounding:1 panelname:name marginalign:9 panelshape:0 panelsizes: version:2 SHEET NO. OKLAHOMA TURNPIKE AUTHORITY 4/17/2017 3:45:30 PM NOT FOR CONSTRUCTION AND BIDDING EXIST. FLOODLIGHTS 30'-0" TO REMAIN Preliminary plan sheets 7'-3" are for information purposes only. INSTALL SP. SIGN NO. 1 The preliminary CENTERED OVER LANE EXIST. HANDHOLE plans shall not be used as a basis EXIST. for HANDHOLE bid. NOTES: WALKWAY SIZE I PULL BOX (EXISTING) APPROXIMATELY 26' (CONTRACTOR TO VERIFY) (MAINTAIN EXIST. VERTICAL CLEARANCE) EXISTING FOOTINGS AND VERTICAL SUPPORTS TO REMAIN. CONTRACTOR SHALL INSTALL NEW HORIZONTAL TRUSS STRUCTURE AND CLAMPED CONNECTIONS IN ACCORDANCE WITH ODOT STANDARD DRAWINGS OSS6-1-00E. TWO EXISTING FLOODLIGHTS AND PULL BOX ON NORTH SIDE OF SIGN STRUCTURE SHALL REMAIN IN PLACE. THE CONTRACTOR SHALL COORDINATE REMOVING AND RESETTING THE PIKEPASS SCANNER(S) AND ANY NEW WIRING AND CONDUIT AS REQUIRED WITH THE OTA TOLL INTEGRATOR; PAYMENT SHALL BE INCLUDED IN OTHER ITEMS OF WORK. THE CONTRACTOR SHALL INSTALL NEW WIRING AND CONDUIT AS REQUIRED FOR FLOODLIGHTS; COST TO BE INCLUDED IN OTHER ITEMS OF WORK. OVERHEAD SIGN STRUCTURE TO BE POWDER COAT PAINTED,COLOR GREEN. EXIST. PULL BOX TO REMAIN OLSSON ASSOCIATES PROJECT ENGINEERS SHEET ENGINEER CONTRACT NO. NUMBER OLSSON T-ER-021 4 ASSOCIATES TOTAL SHEETS 4 EXIST. HANDHOLE 3' 15' 12' EXIST. HANDHOLE SIZE I PULL BOX (EXISTING) 2-2" STL. CONDUITS (EXISTING) 2-2" G. STL. CONDUITS (EXISTING) A-1 SIGN STRUCTURE DETAIL N.T.S. SPECIAL SIGN LAYOUT: SCALE: 1:40 9" 60" 9" 6.7" PURPLE BACKGROUND WITH WHITE LEGEND 2'-6" 16.8" 2'-6" SEE PIKEPASS PANEL DETAIL 6.5" 9.5" 12.5" "ONLY" PANEL IS F:\2017\0001-0500\017-0018\40-Design\Microstation\OTA\DGN\C\PH702_SigningDetails.dgn 2.3545 2.5204 3.5169 5.8520 15 2.6706 8.4864 2.5415 18.7505 14.1343 15.8398 13.3500 19.4088 12.3027 4.8530 14.1345 11.7431 118.7942 PIKE - RED PASS - GREEN PIKEPASS LOGO DIMENSIONS LOGO DETAIL IS IN RATIO'S. SCALE LETTER WIDTHS AND LOGO WIDTH ACCORDING TO LOGO HEIGHT 3" 3" GREEN BACKGROUND WITH WHITE LEGEND 1.5" 1.5" 60" PIKE - RED PASS - GREEN BACKGROUND - WHITE (RETROREFLECTIVE) PIKEPASS PANEL DETAIL N.T.S. 4'-6" SIGN LAYOUT NOTE: SIGN PANEL AREA: Dimensions are in O 19.1 N 29.8 15" 48" 15" inches.tenths 6'-6" LETTER POSITIONS (X) L 40.5 45.50 SQ. FT. Letter locations are panel edge to lower left corner Y LENGTH 48.8 39.9 BORDER R=9" TH=2" E 2000 10 16" 7" 16.5" ARROW SHALL BE STANDARD DOWN ARROW WITH OVERALL DIMENSIONS AS SHOWN. FOR ADDITIONAL DETAIL ON ARROW DESIGN, REFER TO THE 2004 VERSION OF "STANDARD HIGHWAY SIGNS" 5" SERIES/SIZE 10"E 31.5" WHITE BACKGROUND WITH BLACK LEGEND SIGN NUMBER WIDTH x HEIGHT BORDER WIDTH CORNER RADIUS MOUNTING BACKGROUND LEGEND/BORDER SP. SIGN NO. 1 6'-6" x 7'-0" 2" 9" OVERHEAD TYPE: COLOR: PURPLE / GREEN TYPE: REFLECTIVE REFLECTIVE COLOR: WHITE / WHITE SYMBOL ROT X Y WID HT ARDOWN 0 27 5 24 16.5 OKLAHOMA TURNPIKE AUTHORITY OLSSON ASSOCIATES PROJECT ENGINEERS STROUD PLAZA SIGN REPLACEMENT SIGNING DETAILS CONTRACT NO. T-ER-021 4 DATE 04/17/2017 LINCOLN COUNTY
NOT FOR CONSTRUCTION AND BIDDING
NOT FOR CONSTRUCTION AND BIDDING
NOT FOR CONSTRUCTION AND BIDDING
NOT FOR CONSTRUCTION AND BIDDING
NOT FOR CONSTRUCTION AND BIDDING
NOT FOR CONSTRUCTION AND BIDDING
NOT FOR CONSTRUCTION AND BIDDING
NOT FOR CONSTRUCTION AND BIDDING
NOT FOR CONSTRUCTION AND BIDDING
NOT FOR CONSTRUCTION AND BIDDING