HomeMy WebLinkAboutBlackwood Groves Ph 3 Infrastructure Improvement - As Builts03/13/23AREAS NOTINCLUDED INPHASE 3A
03/13/233*./054&55010.325003.425003.625003.22NOT INSTALLEDWITH THIS PHASERIM NOT SET5005.505005.701.27%FITTING & SERVICE NOT INSTALLEDWITH THIS PHASE OF WORKFITTING & SERVICE NOT INSTALLEDWITH THIS PHASE OF WORK
03/13/233*./054&55006.835006.64NOT INSTALLEDWITH THIS PHASELIMIT OF PAVING~ STA 11+13 SOUTH 11TH AVE.RIM NOT SET5008.705008.901.00%FITTING & SERVICE NOT INSTALLEDWITH THIS PHASE OF WORK
03/13/235011.095002.895002.595010.325003.425003.625003.225013.175005.825005.675013.37RIM:5006.835006.64
03/13/235004.114997.614997.464998.534998.385000.725000.625003.075002.97FL. ELEV.:4999.13FL. ELEV.:4999.77FL. ELEV.:4999.85FL. ELEV.:5001.60FL. ELEV.:5002.05FL. ELEV.:5001.95FL. ELEV.:5002.75FL. ELEV.:5003.40FL. ELEV.:5003.97FL. ELEV.:5004.60FL. ELEV.:5005.25FL. ELEV.:5005.31FL. ELEV.:5005.89FL. ELEV.:5006.55FL. ELEV.:4999.80
03/13/23AREAS NOTINCLUDED INPHASE 3A
03/13/23501501501501501INSTALLED PIPE STUB W/ $"1"/%#-08-0'' AFTER VALVE501ARROW BOLTELEV.:5011.98(NAVD 88)NOT INSTALLEDWITH THIS PHASEINSTALLED PIPE STUB WITH CAP & BLOW-OFF AFTER VALVE
03/13/23501 h):%3"/5
501501501501501501INSTALLED PIPE STUB W/ $"1"/%#-08-0'' AFTER VALVEARROW BOLTELEV.:5015.00(NAVD 88)NOT INSTALLEDWITH THIS PHASEARROW BOLTELEV.:5010.64(NAVD 88)INSTALLED PIPE STUB WITH CAP & BLOW-OFF AFTER VALVE
03/13/23501501501501501501501501501501501501501501501501
03/13/23T.O.P.: 4994.67(@ TIE IN)T.O.P.: 4996.394997.17NOT INSTALLEDWITH THIS PHASE
03/13/23NOT INSTALLEDWITH THIS PHASE
03/13/23NOT INSTALLEDWITH THIS PHASESTA 4+5715" STORM PIPESTUBBED & CAPPEDSTA 4+5715" STORM PIPESTUBBED & CAPPED
03/13/23NOT INSTALLEDWITH THIS PHASESTA 5+3515" STORM SEWERSTUBBED & CAPPEDSTA 5+3515" STORM SEWERSTUBBED & CAPPEDNOT INSTALLEDWITH THIS PHASE
03/13/235008.530.65%
03/13/23NOT INSTALLEDWITH THIS PHASE
03/13/23NOT INSTALLEDWITH THIS PHASE
03/13/23NOTE: SIDEWALKS, ADA RAMPS AND PRIVATE UTILITIES NOT INSTALLED AT THE TIME OF AS-BUILT SURVEY.AS-BUILT DRAWINGS ARE INTENDED ONLY TO SHOW LOCATION OF UNDERGROUND UTILITIES AND ROADSNOT INSTALLEDWITH THIS PHASERIM: 5009.100.84%-0.84%-0.44%STA 8+50SOUTHERN LIMIT OFROAD CONSTRUCTIONSTA 8+50SOUTHERN LIMIT OFROAD CONSTRUCTION
03/13/23NOT INSTALLEDWITH THIS PHASENOTE: ADA RAMPS AND PRIVATE UTILITIES NOT INSTALLED AT THE TIME OF AS-BUILT SURVEY.AS-BUILT DRAWINGS ARE INTENDED ONLY TO SHOW LOCATION OF UNDERGROUND PUBLIC UTILITIES AND ROADS.RIM: 5009.411.31%~STA 11+15 SOUTHERNLIMIT OF ROADCONSTRUCTION~STA 11+15 SOUTHERNLIMIT OF ROADCONSTRUCTION
03/13/235006.88 5006.880.52%0.56%0.65%NOT INSTALLEDWITH THIS PHASESOUTHERN LIMIT OFROAD CONSTRUCTIONNOTE: ADA RAMPS AND PRIVATE UTILITIES NOT INSTALLED AT THE TIME OF AS-BUILT SURVEY.AS-BUILT DRAWINGS ARE INTENDED ONLY TO SHOW LOCATION OF UNDERGROUND PUBLIC UTILITIES AND ROADS.
∆∆∆03/13/23NOTE: ADA RAMPS AND PRIVATE UTILITIES NOT INSTALLED AT THE TIME OF AS-BUILT SURVEY.AS-BUILT DRAWINGS ARE INTENDED ONLY TO SHOW LOCATION OF UNDERGROUND PUBLIC UTILITIES AND ROADS.
03/13/23NOT INSTALLEDWITH THIS PHASENOTE: ADA RAMPS AND PRIVATE UTILITIES NOTINSTALLED AT THE TIME OF AS-BUILT SURVEY.AS-BUILT DRAWINGS ARE INTENDED ONLY TOSHOW LOCATION OF UNDERGROUND PUBLICUTILITIES AND ROADS.
03/13/23NOT INSTALLEDWITH THIS PHASENOT INSTALLEDWITH THIS PHASENOTE: ADA RAMPS AND PRIVATE UTILITIES NOT INSTALLED ATTHE TIME OF AS-BUILT SURVEY.AS-BUILT DRAWINGS ARE INTENDED ONLY TO SHOWLOCATION OF UNDERGROUND PUBLIC UTILITIES AND ROADS.
03/13/23NOT INSTALLEDWITH THIS PHASENOT INSTALLEDWITH THIS PHASEVALLEY GUTTER WAS NOTINSTALLED WITH THIS PHASE.TO BE INSTALLED WITH PHASE 3BNOTE: ADA RAMPS AND PRIVATE UTILITIES NOT INSTALLED ATTHE TIME OF AS-BUILT SURVEY.AS-BUILT DRAWINGS ARE INTENDED ONLY TO SHOWLOCATION OF UNDERGROUND PUBLIC UTILITIES AND ROADS.
03/13/23NOT INSTALLEDWITH THIS PHASE
03/13/23NOT INSTALLEDWITH THIS PHASE
03/13/23NOT INSTALLEDWITH THIS PHASE
03/13/23NOT INSTALLEDWITH THIS PHASE
03/13/23
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DELINEATORTYPICAL USE AND PLACEMENT123DETAILS ARE REPRESENTATIVE ONLY.ACTUAL DESIGN USED/SPECIFIED MAYVARY (SEE PLANS).CURB FACE OREDGE OF PAINTRAISED ORPAINTED MEDIANFLEXIBLE SURFACE-MOUNTEDDELINEATORSRETRO-REFLECTIVESHEETINGCOMPOSITE SUPPORT ROD(OPTIONAL)CONCRETEOR ASPHALT2'-0" [0.6 m]MIN. TO 7'-0"[2.1 m] MAX.(5'-0" [1.5m] STD.) FROMNOSE OF RAISEDOR PAINTEDMEDIAN (UNLESSSPECIFIEDOTHERWISE)NOTES:MOUNT OR DRIVE FLEXIBLE DELINEATORSTO THE MANUFACTURER'S SPECIFICATIONS.THE EXACT LOCATION AND PLACEMENT OF THEFLEXIBLE DELINEATORS ARE SHOWN IN THESIGNING PLANS.USE HARDWARE MEETING THE REQUIREMENTSOF SECTION 704.9"[230]9"[230]RETRO-REFLECTIVESHEETINGDETAILS ARE REPRESENTATIVE ONLY.ACTUAL DESIGN USED/SPECIFIED MAYVARY (SEE PLANS).FLEXIBLE DRIVABLEDELINEATORSANCHOR ASSPECIFIED3'-0"[900] MIN.3'-0"[900] MIN.03/13/23
1234657NOTES:INSTALL PREFORMED EXPANSION JOINT FILLER, PERSECTION 707, AT ALL EXPANSION JOINTS, FOR THEFULL THICKNESS OF THE CONCRETE MEDIAN CAP.INSTALL A BOND BREAKER FOR THE FULL THICKNESSOF THE CONCRETE MEDIAN CAP BETWEEN THE CAPAND THE CURB. USE A 15 OR 30 POUND[6.8 OR 13.6 kg] ROOFING FELT MATERIAL, OR OTHERPRODUCT AS APPROVED BY THE PROJECT MANAGER,FOR THE BOND BREAKER. DO NOT USE EXPANSIONJOINT MATERIAL AS A BOND BREAKER.ALL JOINTS MUST BE STRAIGHT AND PERPENDICULARTO THE CENTERLINE AND THE SURFACE OF THEMEDIAN CAP. WHERE PRACTICAL, ALIGN ALL JOINTSWITH LIKE JOINTS IN ADJOINING WORK. USE JOINTSTO OUTLINE ALL PANELS IN THE MEDIAN CAP. USESQUARE PANELS WHEN PRACTICAL. ON NARROWMEDIAN CAPS RECTANGULAR SHAPED PANELS AREACCEPTABLE.PROVIDE CONTRACTION JOINTS NO LESS THAN 1/8"[3] WIDE AND NO MORE THAN 1/4" [6] WIDEAND NO LESS THAN 1" [25] IN DEPTH. CONTRACTIONJOINTS MAY BE CUT BY A GROOVE FORMING TOOL.LOCATE EXPANSION JOINTS AT ALL JOINTS BETWEENTHE MEDIAN CAP AND STRUCTURES IN PLACE ANDEVERY 100 FT. (±30 FT.) [30 m (±10 m)] ATINTERVALS EQUAL TO THE NEAREST MULTIPLE OFTHE CONTRACTION JOINT INTERVAL. USE ALONGITUDINAL EXPANSION JOINT IN THE CENTERLINEOF ALL MEDIAN CAPS WIDER THAN 12 FT. [3660].USE LONGITUDINAL CONTRACTION JOINTS IN MEDIANCAPS WIDER THAN 6 FT. [1830], WITH SPACINGNOT TO EXCEED 6 FT. [1830]. SPACE TRANSVERSECONTRACTION JOINTS EQUAL TO THE LONGITUDINALSPACING ON MEDIAN CAPS WIDER THAN 6 FT. [1830].FOR MEDIAN CAPS NARROWER THAN 6 FT. [1830],SPACE TRANSVERSE CONTRACTION JOINTS 10 FT.[3000] OR LESS.CONSTRUCT CONCRETE MEDIAN CURB AND CAP WITHCLASS GENERAL CONCRETE OR APPROVED EQUAL.LONGITUDINAL EXPANSION JOINTTYPICAL STRUCTURE IN PLACEMEDIAN CONCRETE CURBLONGITUDINAL CONTRACTION JOINTSTRANSVERSE EXPANSION JOINTTRANSVERSE CONTRACTION JOINTSCONCRETE MEDIAN CAPNOTES:1/2" [13] EXPANSION JOINTSARE SHOWN AS DARK SOLID LINESFOR VISUAL PURPOSES.BOND BREAKER IS SHOWN ASDARK DASHED LINE FORVISUAL PURPOSES.BOND BREAKER TYP.BETWEEN CAP AND CURBCONCRETE MEDIAN CAP3" [75]MIN.CRUSHEDAGGREGATECOURSE(VARIES)SURFACINGSECTION A-ABOND BREAKERREPLACE MDT STANDARD PIN DOWNMEDIAN CURB WITH SPILL CURB PERC.O.B. STD. DWG. NO. 02528-1. DROPCURB LOCATIONS PER PLAN.03/13/23