Oakland Street Lighting Conversion Project - Navigator

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APPENDIX JAPPLICATION-BASED MATERIAL SPECIFICATIONLUMINAIRE TYPE TO BE REPLACED 70 Watts HPSSITE PARAMETERSROADWAY DATA: Lane width 13.5 ftNumber of lanes, total on both sides of median 2Shoulder width, drive lane to edge of pavementMedian widthIES pavement class. R1 R2 R3 R4Posted speed limit ≤ 25 mph > 25 mphSIDEWALK DATA: Sidewalk width 6 ftEdge of sidewalk to edge of roadway pavementLIGHT POLE DATA: Luminaire mounting height 28 ft 6 inPHOTOPICILLUMINANCE:PHOTOPICLUMINANCE:VEILING LUMINANCE:PHOTOPICILLUMINANCE:INPUT POWER:Arm length, horizontalLuminaires per pole 1Pole set-back from edge of pavementIn-line pole spacing (one pole cycle)0 ft0 ft6 ft6 ft2 ft 6 in150 ftLayout One side Opposite Staggered MedianPERFORMANCE CRITERIA: APPLICATIONROADWAYMaintained average horizontal at pavement0.4 fcAvg:min uniformity ratio 4:1Maintained average luminanceAvg:min uniformity ratioMax:min uniformity ratioMax. veiling luminance ratioSIDEWALKSMaintained average horizontal at pavementAvg:min uniformity ratio (horizontal)Maintained min. vertical illum. at 4.9 ft, in directions of travelPERFORMANCE CRITERIA: LED LUMINAIREMax. nominal luminaire input powerNOMINAL CCT: Rated correlated color temperature 4000 K +/- 300 KBUG 1 RATING:Max. nominal backlight-uplight-glare ratingsVOLTAGE: Nominal luminaire input voltage 120-277 VoltsFINISH: Luminaire housing finish color GrayWEIGHT: Maximum luminaire weight 30 lbEPA:Maximum effective projected areaMOUNTING: Mtg. method Post-top Side-arm Trunnion/yoke Swivel-tenonTenon nominal pipe size (NPS)VIBRATION: ANSI test level Level 1 (normal) Level 2 (bridge/overpass)DRIVER: Control signal interface Not required Required1 The deprecated “cutoff” classification system cannot be accurately applied to LED luminaires.n/an/an/aPage | 5
APPENDIX JAPPLICATION-BASED MATERIAL SPECIFICATIONLUMINAIRE TYPE TO BE REPLACED 310 Watts HPSSITE PARAMETERSROADWAY DATA: Lane width 13.5 ftNumber of lanes, total on both sides of median 4Shoulder width, drive lane to edge of pavementMedian widthIES pavement class. R1 R2 R3 R4Posted speed limit ≤ 25 mph > 25 mphSIDEWALK DATA: Sidewalk width 12 ftEdge of sidewalk to edge of roadway pavementLIGHT POLE DATA: Luminaire mounting height 28 ft 6 inPHOTOPICILLUMINANCE:PHOTOPICLUMINANCE:VEILING LUMINANCE:PHOTOPICILLUMINANCE:INPUT POWER:Arm length, horizontalLuminaires per pole 1Pole set-back from edge of pavementIn-line pole spacing (one pole cycle)0 ft5 ft12 ft6 ft2 ft 6 in150 ftLayout One side Opposite Staggered MedianPERFORMANCE CRITERIA: APPLICATIONROADWAYMaintained average horizontal at pavement2.0 fcAvg:min uniformity ratio 2:1Maintained average luminanceAvg:min uniformity ratioMax:min uniformity ratioMax. veiling luminance ratioSIDEWALKSMaintained average horizontal at pavementAvg:min uniformity ratio (horizontal)Maintained min. vertical illum. at 4.9 ft, in directions of travelPERFORMANCE CRITERIA: LED LUMINAIREMax. nominal luminaire input powerNOMINAL CCT: Rated correlated color temperature 4000 K +/- 300 KBUG 1 RATING:Max. nominal backlight-uplight-glare ratingsVOLTAGE: Nominal luminaire input voltage 120-277 VoltsFINISH: Luminaire housing finish color GrayWEIGHT: Maximum luminaire weight 30 lbEPA:Maximum effective projected areaMOUNTING: Mtg. method Post-top Side-arm Trunnion/yoke Swivel-tenonTenon nominal pipe size (NPS)VIBRATION: ANSI test level Level 1 (normal) Level 2 (bridge/overpass)DRIVER: Control signal interface Not required Required1 The deprecated “cutoff” classification system cannot be accurately applied to LED luminaires.n/an/an/aPage | 6
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City of OaklandDeanna Santana, City
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I. REQUEST FOR PROPOSALS SUMMARYPro
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6. Capture of Savings. Document sav
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c. The PG&E Street Lights Data Base
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1.11 IESNA LM-79-08 - IESNA Approve
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3.4.8 Hinged access doors, capable
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2. There will be a monthly evaluati
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i. Project name and location.ii. Br
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a. Requirement - For this contract,
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workforce on Non-Construction Contr
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accordance with the Consultant Perf
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ecome the long term debt to be repa
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under the Public Records Act or Sun
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Print FormSCHEDULE EPROJECT CONSULT
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SCHEDULE OCONTRACTOR ACKNOWLEDGEMEN
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APPENDIX BCITY OF OAKLANDPUBLIC WOR
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APPENDIX Bset forth under the "Tota
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APPENDIX Bconstruction, the Enginee
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APPENDIX Bthe request is timely, fu
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APPENDIX Bused at the site of the e
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APPENDIX Bc. Direct equipment. The
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APPENDIX Bremove and dispose of the
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APPENDIX Bsafety, traffic, and prot
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APPENDIX BLiquidated damages shall
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APPENDIX Bprovided by the Resident
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APPENDIX Barea or shall be discharg
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APPENDIX BNothing specified herein
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APPENDIX BHazard Communication and
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APPENDIX BREPLACE SUBSECTION 7-11 W
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APPENDIX Bto subcontractors/ subcon
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APPENDIX BPART 2 - CONSTRUCTION MAT
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APPENDIX BOpen trench is performed
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APPENDIX BThe conduit runs shall be
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APPENDIX BADD NEW SUBSECTION 307-14
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APPENDIX BATTACHMENTSNo. Attachment
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APPENDIX BCONTR SUPPL Electrical Co
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APPENDIX BAttachment No. 3MATERIAL
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APPENDIX BAttachment 5As-Built Plan
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APPENDIX BAttachment 8: LIMITED OPE
Page 79 and 80: APPENDIX BContractor certifies that
Page 81 and 82: APPENDIX Bf. Proof of InsuranceCont
Page 83 and 84: APPENDIX BThe Contractor certifies
Page 85 and 86: APPENDIX Bdeductible or self-insure
Page 87 and 88: In the aggregate, progress payments
Page 89 and 90: 7. Ownership of ResultsAny interest
Page 91 and 92: 15. Indemnificationa. Notwithstandi
Page 93 and 94: Disputed late payments are subject
Page 95 and 96: iii.iv.Contractor shall immediately
Page 97 and 98: origin, Acquired-Immune Deficiency
Page 99 and 100: j. In the use of such recruitment,
Page 101 and 102: deposited in the treasury or out of
Page 103 and 104: (City of Oakland)Agency/DepartmentA
Page 105 and 106: Department Head(Please Print Name o
Page 107: EXHIBIT B - Billing Rates(insert bi
Page 127 and 128: APPENDIX JAPPLICATION-BASED MATERIA
Page 129: APPENDIX JAPPLICATION-BASED MATERIA
Page 133 and 134: EPA: Maximum effective projected ar
Page 135 and 136: CITY OF OAKLANDPROJECT DELIVERY DIV
Page 137: Schedule L1All Questions rated at
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